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Home My WebLink AboutB12-0516 . --- � / - - — - ---- -- _- _- - - _ __ --- — -- --- 01-07 2015 Inspection Request Reporting ,�� age 4'�-- ----- — - - v�-�fl--CiiY_�- Requested Inspect Date: Thursday January 08 2015 Site Address: 75 S FRO�ITAGE RD�V VAIL VAIL GOLF COURSE NEAR#7 TEE BOX/CART PA A/P/D Information Activity: 612-0516 Type: COMBO Sub Type: ACOM Status: ISSUED Const Type: Occupancy: Use: U Insp Area: Owner: VAIL COLORADO MUNICIPAL BLDG AUTHORITY Contractor: VAIL RECREATION DISTRICT Phone: 970-477-5264 Description: GORE CREE STABILIZATION PROJECT NEAR THE#7 TEE BOX/CART PATH Requested Insuection(s) Item: 542 PLAN-FINAL Requested Time: 08:15 AM Requestor: VAIL RECREATION DISTRICT Phone: 970-477-5264 Comments: 390-9731 Assigned To: GRUTHER Entered By: JMONDRAGON K Action: Time Exp: _ Item: 90 BLDG-Final Requested Time: 08:30 AM Requestor: VAIL RECREATION DISTRICT Phone: 970-477-5264 Comments: 390-9731 Assigned To: J NDRAGON Entered By: JMONDRAGON K Action: Time Exp: ____ �- +�l`� K`,�� ro� �� Inspection HistoN Item: 70 BLDG-Misc. Item: 542 PLAN-FINAL Item: 90 BLDG-Final REPT131 Run Id: 14847 IVOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ,�.��, , �� ...... z '�^4��t;;4-rifi;>.-� Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 COMBINATION BLDG PERMIT Permit #: B12-0516 Project #: PRJ12-0569 Job Address: 75 S FRONTAGE RD W VAIL Applied.....: 10/05/2012 Location......: VAIL GOLF COURSE NEAR#7 TEE BOX/CART PA Issued. . . : 10/17/2012 Parcel No....: 210106400003 OWNER VAIL COLORADO MUNICIPAL BLDG 10/05/2012 75 S FRONTAGE RD VAIL, CO 81657 APPLICANT VAIL RECREATION DISTRICT 10/05/2012 Phone: 970-477-5264 700 SOUTH FRONTAGE ROAD VAIL CO 81657 License: C000003313 CONTRACTOR VAIL RECREATION DISTRICT 10/05/2012 Phone: 970-477-5264 700 SOUTH FRONTAGE ROAD VAIL CO 81657 License: C000003313 Description: GORE CREE STABILIZATION PROJECT NEAR THE #7 TEE BOX/CART PATH Occu anc U Type Construction: V Valuation: $55,000.00 P Y� ..tx,t.��,.�..y-.,��.._�..,,-.,.�.+��.,t.�..,,,.�.�x�....,..,�..,.... FEE SUMMARY �„-..,,�.,,-��,�,,,�,,��..,,...,,,,�,��,,,.-..,-.t:.-.,,-.�,,,...,,,,,>,,-,..„ Building Permit-----------> $678.75 Bldg Plan Check----------> $441.19 Use Tax Fee-----------------------> $900.00 Electrical Permit---------> $0.00 Elec Plan Check-----------> $0.00 Restuarant Plan Review--------> $0.00 Mechanical Permit------> $0.00 Mech Plan Check---------> $0.00 Additional Fees-------------------->$2,024.94)Plumbing Permit --------> $0.00 Plmb Plan Check---------> $0.00 Recreation Fee--------------------> $�.00 In�nestigation----------------------> $0.00 Will Call------------------------------> $5.00 TOTAL PERMIT FEES--------------> 30.00 Payments-°------------------------°--> �0.00 BALANCE DUE-------------------°---> b0.00 �,-�,..�_�,��.<_.�»,>�.�.-..,.�.�,t.�x..t...=...=..t��.��.....,�.,,...�>.�.,.�..,�..,...��,��r.��>�.-.��..�.�,-.,.�...�.+�..��.-�,-..t....-..�..,��„�t,�...........,,-... DECLARATIONS I agree to comply with the information and plot p�an, to comply with all Town ordinances and state laws, and to build this structure according to the town's zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 aR AT OUR OFFICE FROM 8:00 AM - 4:00 PM. combination permit_012811 �,^,,.,._ .�,,,�s. °��. .' � ��. ��.� �`��. �._ CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit#: B12-0516 Address: 75 S FRONTAGE RD W VAIL Owner: VAIL COLORADO MUNICIPAL BLDG AUTHORITY Location: VAIL GOLF COURSE NEAR#7 TEE BOX/CART PA Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond: CON0012842 The applicant shall plant all new vegetation in informal, natural looking groupings. combination permit_012811 �� , � .....: •.� �. �� ***��.��**��*#��**��*#��**��*��***��#�*��**��*��*��***��**��,:��**�*��*��*�� REQUIRED INSPECTIONS AND STATUSES Permit#: B12-0516 Address: 75 S FRONTAGE RD W VAIL Owner: VAIL COLORADO MUNICIPAL BLDG AUTHORITY Location: VAIL GOLF COURSE NEAR#7 TEE BOX/CART PA ***��**��**�**��*****��***��*�*��***��***�*�*�***�***��***�*�**��***��<**�**��*,:�,*�***��***��***��***�*��*��*,***��**�**��***��**� Item: 00070 BLDG-Misc. Item: 00542 PLAN-FINAL Item: 00090 BLDG-Final combination permit_012811 Department of Community Development 75 South Frontage Road TOWN OF VAIl.' vai�, co s�s5� Tel: 970-479-2128 www.vailgov.com Development Review Coordinator BUILDING PERMIT APPLICATION (Separate applications are required for alarm &sprinkler) Project Street Address: Project#: d''�1 �02 ' ��9 1278 Vail Valley Drive (golf maint.) ^�D(� - - Number Street DRB#: cSJ�J �p� ' ��.'�.��. ( ) ( ) (Suite#) Building/Complex Name: #7 Tee Box Stream Bank Building Permit#: ��02 - �� l�v Contractor Information Lot#: Block# Subdivision: Business Name: Vail Recreation District 700 South Fronta e Rd East Work Class: New(Qj Addition((�jj Alteration (� Business Address: 9 City Vail State: CO Zip: 81657 Type of Building: Contact Name: Scott F. O'Connell Single-Family�j Duplex(Qj Multi-Family((�jj Commercial(� Other�j stream bank stabilization � Contact Phone: �970)390-9731 Contact E-Mail: soconnell@vailrec.com Work Type: Interior� Exterior� Both f� I hereby acknowledge that I have read this application,filled out Valuation of in full the information required,completed an accurate plot plan, Work Included Plans Included Work and state that all the information as required is correct. I agree to Electrical �Yes �No QYes �No comply with the information and plot plan,to comply with all Town j ordinances and state laws, and to build this structure according to Mechanical �Yes Qi )No QYes �No the town's zoning and subdivision codes, design review ap- proved, International Building and Residential Codes and other Plumbing �Yes �No �Yes �No ordinance the Town a Building �i Yes QNo �Yes QNo 55000 X �-�—ro Value of all work being performed: $ 55000 Owner/Owner's Representative Signature(Required) (value based on IBC Section 109.3 8 IRC Section 108.3� Electrical Square Footage � Applicant Information Detailed Scope and Location of Work: bottom of#7 cart Applicant Name: Scott F. O'Connell on Vail Golf Course, Install boulder retaining walls to I Applicant Phone: �970)390-9731 stabilize stream bank and prevent further erosion. Applicant E-Mail: soconnell@vailrec.com Project included Gore Creek diversion structure, Project Information Excavation of site and post construction reveg. Owner Name: Town of Vail Parcel#: Unplatted o1 1 D � ^�(py ' �[��-3 (For Parcel#,contact Eagle County Assessors Office at(970328-8640 or visit www.eaglecou nty.us/patie) (use additional sheet if necessary) For Office Use Only: Date Received• � � � � Fee Paid: ' O Received From: Cash Check# ��' 2 g 2Q1 CC: Visa/MC Last 4 CC# exp date: ��c��P� Autn # TOWN OF UAIL 12-Mar-2012 � � H Hepworth-Pawlak Geotechnical,Inc. P 5020 County Road 154 �'e�� Glenwood Springs,Colarado 81601 ` Phone:970-945-7988 HEPWORTH-PAWLAK GEOTECHNICAL Fax:970-945-8454 email:hpQeo@hpgeotech.com September 25, 2012 Vail Recreation District Attn: Scott O'Connell 700 South Frontage Road East Vail, Colorado 81657 soconne�vailrec.com Job No.110 052A Subject: Subsurface Exploration for Proposed Bank Stabilization below 7TH Tee Box, Vail Golf Course, Vail, Colorado Dear Mr. O'Connell: As requested, Hepworth-Pawlak Geotechnical, Inc. performed subsurface exploration near the proposed stream bank stabilization area at the subject site. The study was conducted as additional services to our agreement for geotechnical engineering services to Vail Recreation District dated March 12, 2010. The data obtained and our recommendations based on the subsurface conditions encountered are presented in this report. We previously performed a subsoil study for grading of the 7�'Tee Box and presented our findings in a report dated March 30, 2010, Job No. 110 052A. Proposed Construction: The proposed stabilization consists of a two or three tier stacked boulder slope with a total height between roughly 10 to 15 feet. The stream bank stabilization will be about 100 feet in length and located below the cart path. The site is shown on Figure 1. The final effective slope is proposed to be roughly 2 horizontal to 1 vertical with temporary cuts of 1(h) to 1(v) for construction of each tier. Cut depths are expected to range between about 2 to 6 feet. Transition slopes to the ends of the stacked boulders will be graded at 3 horizontal to 1 vertical. The on-site alluvial soils are proposed as backfill behind the stacked boulders where needed. The existing cart path is II proposed to remain in place. If construction conditions are significantly different from those described above, we should be notified to re-evaluate the recommendations presented in this report. Site Conditions: The 7Th Tee Box is located on the south side of Gore Creek and north of Vail Valley Drive. The cart path is located below the tee box near the top of the stream bank. Vegetation along the river bank consists of scattered evergreen trees, brush, grass and weeds. The ground surface slopes steeply down from the cart path to Gore Creek. Several layers of sand bags have been placed along the river bank at the proposed stabilization area in an effort to limit stream bank erosion. Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthorne 970-468-1989 - 2 - Subsurface Conditions: The subsurface conditions at the proposed stabilization area were evaluated by drilling one exploratory boring at the approximate location shown on Figure 1. The log of the boring is presented on Figure 2. The subsoils encountered, below about 2%z feet of man-placed fill, consist of 2%z feet of loose silty sand overlying � medium dense to dense, silty sandy gravel with cobbles. Results of gradation analyses performed on samples ofthe sand and gravel (minus 1 1/2 inch fraction) obtained from the boring are presented on Figure 4. Free water was observed in the boring at a depth of 7 feet at the time of drilling. The upper soils were generally moist. The natural soils encountered at the 7�'Tee Box consisted of silty sandy gravel similar to the gravel soils encountered in the boring for the current study. Conclusions and Recommendations: The natural gravel soils encountered in the exploratory boring at a depth of 5 feet should be adequate to support the stacked boulder slope. The existing fill, silty sand and loose disturbed soils encountered at the bearing level within the excavation should be removed to provide bearing on the undisturbed natural, relatively dense gravel soils. The stability of the natural gravel soils can be based on an assumed moist unit weight of 130 pcf, buoyant unit weight of 80 pcf, internal friction angle of 34° and cohesion of zero. We expect that the dry natural soils can be excavated at a 1 horizontal to 1 vertical temporary slope for placement of boulders. Dewatering and a flatter cut slope will probably be needed below creek level. Backfill should be placed in uniform lifts and compacted to at least 95%of the maximum standard Proctor density at a moisture content near optimum. Required backfill can consist of the on-site alluvial soils devoid of vegetation, topsoil and oversized rock. Prior to backfill placement, the subgrade should be carefully prepared by removing all vegetation, topsoil and loose silty sand soils. Structural fill should be benched into slopes that exceed 20% grade. Permanent unretained cut and fill slopes should be graded at 3 horizontal to 1 vertical or flatter and protected against erosion with rip rap or other means. Limitations: This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory boring drilled at the location indicated on Figure 1 and to the depth shown on Figure 2, the proposed type of construction, and our experience in the area. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory boring and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified at once so re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project �volves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations Job No.110 052A GecPtech - 3 - presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. If you have any questions or if we may be of further assistance, please let us know. Respectfully Submitted, HEPWORT - PAWLAK GEOTECHNICAL, INC. Louis Eller Reviewed by: J'EN�� pq�2 rf,,,r...... .. Q��'y �y � Steven L. Pawlak, P. '��,�, a 6 2�2 �� . �s LEE/ksw �►��,��/��,�� l,�l��A��P�O ' attachments Figure 1 —Lo ploratory Boring ' Figure 2—Log of Exploratory Boring Figure 3 —Legend and Notes Figure 4—Gradation Test Results Figure 5 —Boulder Wall Detail cc: River Restoration- Dan Woolley(dan.woolle�(a�riverrestoration org) Job No.110 052A Gec�tech � � �� O D � N � � s k � � l Z -}- � 1 � 11� � r '` N � ] /` �� O 2 j� GORE�REEK �'� �� BORING 1 / • � . � � —�_� �_�� ' 'T 10 FLOOD LINE �P P�N � � — — ' � � GP� p5 � � ,a2 _ _ — � � _ � ��h6' — _ _ _ — ^� _ _ _ — — 8215- - `- - - - -' - - - - - - 8210 8226- -' — � - - - - ) � - - - - - - - - - - - - 8215 � - - - - - - - - - - - - - - — 8220 � � 5 � — ' � � �i _ _" - - - - - - - - - - - - 822 � _ _ — _ _ ' - - - - - - - - - - - - - - - 8230 BORINGI - - -- - - - - - _ _ _ _ 8235 7thTEEBOX � - - - - _ _ — _ _ _ 8240 BORING4 BORING3 / � � - - -. - - - - _ ` \ O � ,� � 8`�`'�S BORING 2 / / / LEGEND: • BORING FOR CURRENT STUDY. O BORING FOR PREVIOUS STUDY. APPROXIMATE SCALE 1" = 30' 110 052A ~ C"a@C7t��Ch LOCATION OF EXPLORATORY BORING Figure 1 He worth—Pawlak Geotechnical BORING 1 ELEV.= 8204' 0 0 6/12 APPROXIMATE CREEK WATER LEVEL 5 � 46/12 5 � � � WC=7.4 � � : +4=55 a� � ' � � = 0'� -200=7 , � s o- '• Q p .4• 42/12 0 10 +4=38 10 -200=14 15 15 NOTE: Explanation of symbols is shown on Figure 3. 110 052A C�~�Ch LOG OF EXPLORATORY BORING Figure 2 He worth—Powlok Geotechnical LEGEND: � FILL; organic silry sand above silry sand and gravel, loose, moist, mixed browns. SAND (SM); silty, gravelly, loose, moist, brown. � � GRAVEL(GM-GP); slightly silty to silty, sandy,with silty sand layers, scattered cobbles, medium dense to dense, .:. moist to wet with depth, brown, subrounded rocks. � Drive sample; standard penetration test (SP�, 1 3/8 inch I.D. split spoon sample,ASTM-1586. 42�12 Drive sample blow count; indicates that 42 blows of a 140 pound hammer falling 30 inches were required to drive the SPT sampler 12 inches. — Free water level in boring at time of drilling. NOTES: 1. The exploratory boring was drilled on September 17, 2012 with a 4-inch diameter continuous flight power auger. 2. Location of the exploratory boring was measured approximately by pacing from features shown on the site plan provided. 3. The exploratory boring elevation was obtained by interpolation between contours on the site plan provided. 4. The exploratory boring location and elevation should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory boring log represent the approximate boundaries beiween material rypes and transitions may be gradual. 6. Water level readings shown on the log were made at the time and under the conditions indicated. Fluctuation in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content(%) +4 = Percent retained on the No. 4 sieve -200 = Percent passing No.200 sieve i'. ��' i ' �+7@�"',C7t�@Ch F i u re 3 110 052A LEGEND AND NOTES 9 He worth—Pawlok Geotechnical �'• ! �, .� �"� 11 11 1 1 � • •3 . • : —__—_�_ �� •1 � I ��=�� 1 �� •� � ��=�� :� � �� —��=��s�� =�=�� =�� —�� ' • '� � �� • � ��ii�� 1 �� i�� ' �� •� � � •1 �� i�� 1 ��=�� :1 ■=��=��=�� -�=.�� =�� —�� 11 �� ,� � �� • � • � � � �� .�� ••' � �� . � : . ■ � � � � � '� :• • � � � • �'� . ,,-. � •. .� , • .1 . . � 11 • 11 ' � ' � • . • ��.�� 11 � � �� •1 1 �� —�� :1 ��r�� ,,,,� � ��I�� -��=-�� -��='I�� -��=��i�� -=��-��=-�� '� - --�� -�� •/ • � --�----�--��- --��--��-�-��-=�� -�-��---�--A-� , --��=�� , ��=��r �� =�- �� .1 ��.�� s�� 1 � �� i�� =�� -��=�� .�� 1 :1 -�� s�� i�� 1 �� •1 ��=�� :, �� 1 11 �� 11 11 11 1�• 1 • 1 1 � 1 11 .11 • • � 1 � • ••• • �� . � . �: ♦ � � � � � � � � � � � � � � . • �� :• • � � � . � • � � I 11 . - u - �' � �K� Ia �os�� 01-07-2015 Inspection Request Reporting Page 5 4•17 nm Vail, CO - C�#v Qf Requested Inspect Date: Thursday January 08 2015 Site Address: 75 S FRO�VTAGE RD 1�V VAIL VAIL GOLF COURSE NEAR#7 TEE BOX/CART PA A/P/D Information Activity: B12-0516 Type: COMBO Sub Type: ACOM Status: ISSUED ConstType: Occup ancy: Use: U Insp Area: Owner: VAIL COLORADO MUNICIPAL BLDG AUTHORffY Contractor: VAIL RECREATION DISTRICT Phone: 970-477-5264 • Description: GORE CREE STABILIZ,4TION PROJECT NEAR THE#7 TEE BOX/CART PATH Re uested Ins "'�--- Item: 542 PLAN-FINAL Requested Time: 08:15 AM Req estor: VAIL RECREATION DISTRIC Phone: 970-477-5264 Comm s: 390-9731 Assigned o. Entered By: JMONDRAGON K Action Tim Exp: � . � 1 �� C�.� Item: 9 DG-Final Requested Time: 08:30 AM Requestor: V IL RECREATION DISTRICT Phone: 970-477-5264 Comments: 390-9731 Assigned To: JMONDRAGON Entered By: JMONDRAGON K Action: Time Exp: Inspection Historv ftem: 70 BLDG-Misc. ftem: 542 PLAN-FINAL Item: 90 BLDG-Final REPT131 Run Id: 14847