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Home My WebLink AboutB06-0100 Documents (CO)� Community Dez�elopment Department 75 South Frontage Road Vail, Colorndo USA 81657 CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Title 10, Section 10-1-2, ADOPTED CODES of the Vail Town Code certifying that, at the time of issuance, this structure was found to be substantially in compliance with the various ordinances of the town regulating building construction or use for the following: Name and description of project Address of project: 4418 Columbine Purchase Residence N P/S Vail, Colorado Owner name and address: Tohn Purchase 1310 Greenhill Ct., Vail, Colorado 81657 IBC Edition: 2003 IRC Occupancy Group(s): R3 U Type(s) of Construction: VB Permit Number(s): B06-0100 Occupant Load: Sprinkler System Y/N Type: Y � Marti Hae erle, Chief Building Official �� Date //��\ �. .......:� ,..,..., % \ 1 % / I • \ I `l 1 � . �TT�TrATF nF OCCUP�� -;;.. - ..,;;� � %;.-,i �� ••,;� , . r �,�• �� '♦ ;�. ��,,,� iuiniu� a��,: � � ��!.��.. d�i�iu� °�1 ./ \,�� ' �uun�n�►' I.:.�� :'•�� r �nm��u�� ..�.�i ��,,��ii�`�vin uurl��°.�� I� � i �►. : �. ��w wr/��a��,��.�_ � � � ♦ ��,.�n i�r�/I n• . _ : ' i�:��n �u�i . 'i �i�" ♦ � •p�i�► �\`;:��.�� . � ♦.,n��., �� :. � ; i �� /f� �' � L � ..�� i �� ;�.;� �. .,�\"�� •�� ; i •I �' ,�'�'`. .� ��:��`'•'�:.i �.e��'��`��''��`�. � � � �//1 ��)� �_ ��// , .....,,, � _ ..,...,i.: TOWN OF VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2135 OWNER VAIL FIRE DEPARTMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ALARM PERMIT Job Address: 4418 COLUMBINE DR VAIL Location.....: 4418 COLUMBINE DRNE-#2 Parcel No...: 210112201009 Project No : APPLICANT CONTRACTOR PURCHASE, JOHN LAYTON 754 E POTATO PATCH DR VAIL CO 81657 VAIL ELECTRONICS, LTD. PO BOX 460 MINTURN COLORADO 81645 License: 756-S VAIL ELECTRONICS, LTD. PO BOX 460 MINTURN COLORADO 81645 License: 756-5 Permit #: A08-0011 Status . . . : FINAL Applied . . : 02/20/2008 Issued . . . 02/29/2008 Expires . .: 04/19/2009 02/20/2008 Phone: 970-949-4121 02/20/2008 Phone: (970) 827-9120 02/20/2008 Phone: (970) 827-9120 Desciption: NEW FIRE ALARM SYSTEM FOR A NEW DUPLEX Valuation: $2,000.00 ***►***s**a*�*****r**+**s*ss*********�s*sss**********��************ FEE SUMMARY *�*****rs****�*s**r**►***►***�*r*******+++**►****s�+�******■ Electrical---------> $0.00 TotalCalculatedFees--> $307.00 DRB Fee---------> $0. 00 Additional Fees----------> $0. 00 Investigation----> $0.00 TotalPermitFee--------> 5307.00 WillCall---------> $0.00 Payments------------------> $307.00 TOTALFEES--> 5307.00 BALANCEDUE--------> 50.00 F*#►*�F#*t####�t#►###**�####�F#*####*►#*4####4i�##�#*#*4*###t*i##**+k**##*###*M�#*t�*#t*#*###**t#t*tt*##t*#*#*i****#t####*##*�k*t***#f#4#�F*i**4##f##R#4 Approvals: Item: 05600 FIRE DEPARTMENT 02/25/2008 DRhoades Action: AP Approved as noted: 1. Heat detector(s) required in all accessible crawlspaces and in all accessible areas. 2. One set of stamped, approved plans must remain on-site. 3. Other corrections as shown on plans or found during inspections. ..�**��**�+�.:..**�.�.*+.+..*...*.*,�.,�.�..**.«..:.�.........:....».�..».*...:...*..::.*.:.,�.+..+.�:*.*..,:.**.+.+:�...*.....**:..:..,*...*:.:.�*.� CONDITIONS OF APPROVAL .�..�.**....*....*....�*.*...*..*...*«........*....�...*...*......*.......,�.*....*....***.«.*.��...�..*.*....**,�*.*.*.*....*.,�..�........�*..��. 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 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 INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970-479-2252 FROM 5:00 AM - 5 PM. SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER ******+*****************+***************+**************+**********************+****+++****** TOWN OF VAIL, COLORADOCopy Reprinted on 02-14-2013 at 15:58:06 02/14/2013 Statement ***************************+******+**************************+**********************+***�*** Statement Number: R080000219 Amount: $307.00 02/29/200809:02 AM Payment Method: Check Init: LC Notation: #2195/VAIL ELECTRONICS ----------------------------------------------------------------------------- Permit No: A08-0011 Type: ALARM PERMIT Parcel No: 2101-122-0100-9 2101-122-0102-1 Site Address: 4418 COLUMBINE DR VAIL Location: 4418 COLUMBINE DRIVE-#2 Total Fees: $307.00 This Payment: $307.00 Total ALL Pmts: $307.00 Balance: $0.00 ****************************************************************+*************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 FIRE ALARM PERMIT FEES 75.00 PF 00100003112300 PLAN CHECK FEES 232.00 ----------------------------------------------------------------------------- E06-0163: Entries for Item:190 ; By AP B (SOUTH ) APPROVED. WA: ON E07-0106 AS APPROVED. Total Rows: 1 Page 1 - ELEC-Final Date Unique_ Ke 09/29/2008 A000118 120 15:58 02/14/2013 � ��.��_.� ;, Action AP Total Rows: 1 E06-0212: Entries for Item:190 Page 1 - ELEC-Final 15:58 02/14/2013 Date Unique_ TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-213 8 NOTE DEPARTMENT OF COMMUNITY DEVELOPMENT THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Job Address: 44] 8 COLUMBINE DR VAIL Location.....: 4418 COLUMBINE DRNE Parcel No...: 210112201009 Legal Description: Project No : OWNER PURCHASE, JOHN LAYTON 754 E POTATO PATCH DR VAIL CO 81657 APPLICANT A-PHASE ELECTRIC, LLC PO BOX 1564 AVON CO 81620 License: 313-E CONTRACTOR A-PHASE ELECTRIC, LLC PO BOX 1564 AVON CO 81620 License: 313-E Permit #: E07-0106 Status . . . : FINAL Applied . . : 06/15/2007 Issued . . . O 1 /28/2008 Expires . .: 09/25/2008 06/15/2007 Phone: 970-949-4121 06/15/2007 Phone: 970-845-0188 06/15/2007 Phone: 970-845-0188 Desciption: PURCHASE DUPLEX WEST SIDE-ELECTRICAL FOR WEST SIDE OF DUPLEX (AKA "A SIDE OR # 1 ") Valuation: $0.00 Square feet: 1 ss►*�**+**�r*******+***�:***�*►*+**s****r*►*�++*s****r**+ss*�*r**s** FEE SUMMARY ♦****a►*�+�*******►*�*+**►****�*�**s*+**s�********+**»***�*• Electrical---------> S 51. 7 5 Total Calculated Fees--> $ 5 9. 7 5 [nvestigation----> 50.00 AdditionalFees----------> (554.75) Will Call---------> S3. 00 Total Permit Fee--------> $0. 00 TOTAL FEES--> S 5 4. 7 5 Payments------------------> S 0. 0 0 BALANCE DUE--------> S0. 00 s***t**+.�****r*ts*+�*a*�*t*t*+****r*******«�:***�►*t�*«+s+r******.s.:►►*t.t*s:�.*��»****t*s:s*.+n�****+***�**s*�*■s.s*r►****■s.:+++**saxr**t***.+. Approvals: Item: 06000 ELECTRICAL DEPARTMENT 06/15/2007 shahn Action: AP Item: 05600 FIRE DEPARTMENT +.«.»»...f...,�.......*�*�*.*..*..�,**.*+.**..►*..*.�..*.*�.*...*:..*:..*..�..+**«*.�.,�.«***�...:�.**...**......***.*...«....*s...+�.,�.*.*»..,... CONDITIONS OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. ■*:�::...**.+*.****..s«+::�.*.,:*«*.�...*.*s*.:*:*.:*:+..*.*.�*.:.,�..�s.*.,�+�.*.:►....�.�**«+.....*.:...*.**».*+.+*.�..�.*.:*.*+..*.*.*..*«f...*■. 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 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 INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER E07-0106: Entries for Item:190 - ELEC-Final 15:59 02/14/2013 Action Comments By Date Unique_ Ke CR COULD NOT TEST SPA GFCI AS IT HAD shahn 08/01/2008 A000116 NO POWER. 255 REFER OUTLET MISSING BLANK AND IS STILL GFCI. PA OK FOR TCO. shahn 08/05/2008 A000116 PROVIDE #8CU BOND FROM SPA TO 341 COPPER WATER PIPE. AP B(SOUTH ) APPROVED. SHAHN 09/25/2008 A000118 037 Total Rows: 3 Page 1 **********************+********+**********************+*********+**************+************ TOWN OF VAIL, COLORADOCopy Reprinted on 02-14-2013 at 15:59:18 02/14/2013 Statement ****+*****************************++******************************************************** Statement Number: R080000306 Amount: $254.00 03/20/200803:21 PM Payment Method: Check Init: JS Notation: 2012/JOHN PURCHASE ----------------------------------------------------------------------------- Permit No: M08-0054 Type: MECHANICAL PERMIT Parcel No: 2101-122-0100-9 2101-122-0102-1 Site Address: 4418 COLUMBINE DR VAIL Location: 4418 COLUMBINE DRIVE Total Fees: 5254.00 This Payment: $254.00 Total ALL Pmts: $254.00 Balance: 50.00 ****************************************+*************************************************** ACCOUNT ITEM LIST: Account Code MP 00100003111100 PF 00100003112300 WC 00100003112800 Description MECHANICAL PERMIT FEES PLAN CHECK FEES WILL CALL INSPECTION FEE Current Pmts 200.00 50.00 4.00 ----------------------------------------------------------------------------- M08-0054: Entries for Item:390 - MECH-Final 15:59 02/14/2013 Total Rows: 3 Page 1 TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES Job Address: Location.....: Parcel No...: Legal Description: Project No : NEW (SFR,P/S,DUP) PERMIT 4418 COLUMBINE DR VAIL 4418 COLUMBINE DRIVE 210112201009 PRJOS-0382 OWNER PURCHASE, JOHN LAYTON 754 E POTATO PATCH DR VAIL � CO 81657 CONTRACTOR PURCHASE DEVELOPMENT, LLC PO BOX 1391 VAIL COLOR.ADO 816 5 7 License: 322-A Permit #: B06-0100 Status . . . . Applied . . : Issued . . . Expires.....: ISSUED 04/27/2006 07/31/2006 O1/27/2007 04/27/2006 Phone: 970-949-4121 04/27/2006 Phone: 390-9943 �� .� � � i� �J Desciption: NEW CONSTRUCTION OF PRIMARY/SECONDARY RESIDENCE Occupancy Type Factor Sq Feet Valuation Totals... 10,030 $1,575,000.00* Number of Dwelling Units: 2 Town of Vail Adjusted Valuation: 1,575,000.00 Fireplace Information: Restricted: Y /i of Gas Appliances: 2 # of Gas Logs: 2 Jt of Wood Pallet: 0 ******************************************************s********a***sx FEE SUMMARY *********x*****************************«**s**************** Building------> $�, 70� . 50 Restuarant P1an Review--> $0. 00 Total Calculated Fees-----> $12, 720.38 Plan Check---> $ 5, 0 0 9. 8 8 Recreation Fee------------ > $ o. 0 o Addirional Fees------------ > $ o. 0 0 Invesdgation-> $ o. 0 o TOTAL FEES-------------> $12 , 7 2 0. 3 8 Total Pernut Fee-----------> $12 , 72 0. 3 8 Wi11 Ca11-----> $3.00 Payments-------------------> $12, 720.38 BALANCE DUE---------> $0. 00 ***************rt********a******************s****�********s***s*******s**r******�*s***********s*********s*s*a**s*****r**x***********r*s*s*�*sa*x** Approvals: Item: 05100 BUILDING DEPAR.TMENT 05/26/2006 cgunion Action: CR see lhn 07/27/2006 cgunion Action: AP approved revised, corrected drawings, see conditions and 1/h/n Item: 05400 PLANNING DEPARTMENT 07/28/2006 eer Action: AP approved by planning based on letter dated 072806; see file. Item: 05600 FIRE DEPARTMENT 07/26/2006 JJR Action: AP Item: 05500 PUBLIC WORKS 05/O1/2006 gc walls over 4 foot and double teir Do not need seperate 07/12/2006 gc plan. 07/25/2006 gc walls. Action: DN retaining walls. zone in TOV Right Action: COND Action: DN Need to provide stamped PE drawings for of Way. Provide Public Way permit and staging Provide stamped drawings for boulder Must include factor of safty, design perameters, and design assumptions. Soil nail walls to be called out on site plan and show limits of nails. Item: 05550 ENGINEERING CIVILS :*********************************�:***************�*�*******�*******�:*�******:****�**.****�*******************************:******************** See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, iilled 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 INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE Y TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. �/ f SIGNATU OF WNER OR CONTRACTOR FOR H1M5�Lr A1vli uwN�r PAGE 2 *********�***�****************************��*****************�x�***�*************�*************�********* CONDITIONS OF APPROVAL Permit #: B06-0100 as of 07-31-2006 Status: ISSUED ******�x**�****�:��**********�:***********�********�*****�x*******�*�*�*********�*�:��****�*�*�:*�:*�**�**�***�: Permit Type: NEW (SFR,P/S,DUP) PERMIT Applied: 04/27/2006 Applicant: PURCHASE, JOHN LAYTON Issued: 07/31/2006 Job Address: 4418 COLUMBINE DR VAIL Location: 4418 COLUMBINE DRIVE . Parcel No: 210112201009 *�x*��*****�x*****�*****************�**�****�*****�x******�*****�*****�:*�*��************:x**�**�x�:******�:�*** CONDITIONS **�x��**�*****�x��**�*********��x*****�****�:*�x�******************�*��x��*******�******:�***********�*:x*�***� Cond: 33 (PLAN) THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: CON0008010 Fire sprinkler system required and shall comply with NFPA 13(2002) and VFES standards. Cond: CON0008011 Monitored fire alarm system required and shall comply with NFPA 72(2002) and VFES standards. Cond: 16 (BLDG.): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R313 OF THE 2003 IRC. Cond: 18 (BLDG.): STAIRWAYS ARE REQLTIRED TO MEET SECTION R311.5 OF THE 2003 IRC OR SECTION 1009 OF THE 2003 IBC. Cond: 19 (BLDG.): GUARDS ARE REQUIRED TO MEET SECTION R312 OF THE 2003 IRC OR SECTION 1012 OF THE 2003 IBC. Cond: 39 (BLDG): EMERGENCY ESCAPE AND RESCUE OPENINGS ARE REQUIRED TO MEET SECTION R310 OF THE 2003 IRC OR SECTION 1025 OF THE 2003 IBC. Cond: CON0008315 OPEN HOLE SOILS REPORT REQUIRED PRIOR TO FOOTING INSPECTION. Cond: CON0008316 FINAL SOIL NAIL WALL INSTALLATION DRAWINGS AND WRITTEN APPROVAL REQUIRED FROM SOIL NAIL ENGINEER AND FOUNDATION STRUCTURAL ENGINEER PRIOR TO FOOTING INSPECTION. Cond: CON0008320 No non-conforming crawl spaces or additional GRFA will be allowed at time of TCO, per Staff letter to applicant dated 072806 ******************************************************************************************** TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement Number: R060001106 Amount: $7,710.50 07/31/200609:43 AM Payment Method: Check Init: DDG Notation: Purchase 1801 ---------------------------------------------------- Permit No: B06-0100 Type: NEW (SFR,P/S,DUP) PERMIT Parcel No: 2101-122-0100-9 Site Address: 4418 COLUMBINE DR VAIL Location: 4418 COLUMBINE DRIVE Total Fees: $12,720.38 This Payment: $7,710.50 Total ALL Pmts: $12,720.38 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code -------------------- BP 00100003111100 WC 00100003112800 Description ------------------------------ BUILDING PERMIT FEES WILL CALL INSPECTION FEE ------------------------------------------------------- Current Pmts 7,707.50 3.00 � APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIG O „�� Project #: �� Building Permi #: �� _ �' ��4� (l��titn� �� 75 S. Frontage Rd. Vail, Colorado 81657 TOWN OF VAIL BUILDING PERMIT APPLICATION Separate Permits are required for electrical, plumbing, mechanical, etc.! CONTRACTOR INFORMATION eral Contractor: Town of Vail Reg. No.: Contact Person w'� � l�- e v.r�o r�u�.F 3�. 2— A �,�-C. G� I� iil address: 'v4. rc�ar�.'41co►xc�+.sF:ne.f� ott Fax #: q rc tractor Signature: .�,¢�e-�1E•'�-«e:k-s � ` M;K y � IK�d +�p.ts cs�.,P+ l� i hone #'s: ' �70 37G-Z�I Z�t 3�fs- 0 9 S� • �-*,K . COMPLETE VALUATIONS FOR BUILDING PERMIT Labor 8 Materials BUILDING: $' 6'L� fJ0 O ELECTRICAL: $ Z�D� 0 OTHER: $ �) I a I� OOO PLUMBING: $ (��, A-B-Q MECHANICAL: $ /aO �qZ7'� TOTAL: $ l, S �'S �'O *****'"t'"t****'t"`***''""`*�"t***"""*""`******'t't******FOR OFFICE USE ONLY'" Type of Construction � � �,4,�j,;_. Occupancy Group: Accepted By: _ �� ,- • ^ F:\cdev\FORMS\Permits\Building\building_permit.DOC J Page 1 f � � ��oe� �� APR 2 6 2006 02/09/2005 I TOWN OF VAIL TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-213 8 DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW (SFR,P/S,DUP) PERMIT Permit #: B06-0100 Job Address: 4418 COLUMBINE DR VAIL Status ...: ISSUED Location.....: 4418 COLUMBINE DRNE Applied ..: 04/27/2006 Parcel No...: 210112201009 Issued ..: 07/31/2006 Legal Description: Expires.....: O 1/27/2007 Project No : PRJOS-0382 OWNER PURCHASE, JOHN LAYTON 1310 GREEHNILL COURT VAIL CO 81657 CONTRACTOR PURCHASE DEVELOPMENT, PO BOX EAGOE COLORADO 81631 License: 322-A LLC 04/27/2006 Phone: 970-390-9943 04/27/2006 Phone: 970-328-4226 Desciption: NEW CONSTRUCTION OF PRIMARY/SECONDARY RESIDENCE Occupancy Type Factor Sq Feet Valuation Totals... 10,030 $1,575,000.00* Number of Dwelling Units: 2 Town of Vail Adjusted Valuation: 1,575,000.00 Fireplace Information: Restricted: Y # of Gas Appliances: 2 # of Gas Logs: 2 # of Wood Pallet: 0 *s**+****t�****�s*s�sst+**a*****+ss**ss**ss**t****rs**rss**s*s**sa�r+ FEE S UMMARY s..s.ss►a«s�*s�a*s*�:*a■s*:�■**sa:*.ss*ss**sss.s.:�+s.*s■.• Building-----> $ �, � o �. 5 o Restuarant Plan Review--> $ 0. o o Total Calculated Fees----> $13 , 10 5. 3 8 Plan Check---> S 5, o 0 9. s 9 Recreation Fee------------> 5 0. o o Additional Fees-----------> S o. o 0 Investigation-> $ o. o o TOTAL FEES-------------> $13 , 10 5. 3 8 Total Pertnit Fee-----------> $13 , 10 5. 3 8 W ill Call-----> $ 3. 0 0 Payments-------------------> $13 , 10 5. 3 6 BALANCE DUE---------> $0. 00 #i*#*#*#####4#+k#i*#f###t►######4##*#R########i##*►##t#4#*###############�t##4*####f#►t*######�*#####i##►#t##4t#►##f###*k*#*##*##4*#####iR►*##it4## Approvals: Item: 05100 BUILDING DEPARTMENT 05/26/2006 cgunion Action: CR see lhn 07/27/2006 cgunion Action: AP approved revised, corrected drawings, see c and 1/h/n 02/22/2008 cgunion Action: AP APPROVED REVISED SHEETS 514, S15 AND UPDAT] Item: 05400 PLANNING DEPARTMENT 07/28/2006 eer Action: AP approved by planning based on letter dated file. Item: 05600 FIRE DEPARTMENT 07/26/2006 JJR Action: AP Item: 05500 PUBLIC WORKS 05/O1/2006 gc Action: DN Need to provide stamped PE drawings tor wa foot and double teir retaining walls. Do not need seperate zone in TOV Right of Way. 07/12/2006 gc Action: COND Provide Public Way permit and staging plan 07/25/2006 gc Action: DN Provide stamped drawings tor boulder walls Must include factor of safty, design perameters, and design assumptions. Soil nail walls to be called out on site plan and show limits of nails. 02/06/2008 csalli Action: COND Prior to TCO, a written and stamped letter Engineering, Inc. stating the construction ot the boulder retaining walls meet thf Item: 05550 ENGINEERING CIVILS #if#s####*#1*######*##f#�###*###*#st######*#*t**##**#►####*#t#**#t#ft##►##*###a#�########t#►#*►####ti***######*#####�##t#�#####tt#####►i#�*####�# See page 2 of this Document for any conditions that may apply to this permit. 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 information as reyuired 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 INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADV�NCE BY TE �EPHONE AT 47�9-2149 OR AT OUR OFF[CE FROM 8:00 AM - 4 PM. SIGNATURE OF OWNE�i�R CONTRACTOR FOR HIMSELF AND OWNER PAGE 2 ******************************************************************************************************** CONDITIONS OF APPROVAL Permit #: B06-0100 as of 03-OS-2008 Status: ISSUED ******************************************************************************************************** Permit Type: NEW (SFR,P/S,DUP) PERMIT Applicant: PURCHASE, JOHN LAYTON Job Address: 4418 COLUMBINE DR VAIL Location: 4418 COLUMBINE DRNE Applied: 04/27/2006 Issued: 07/31 /2006 Parcel No: 210112201009 ******************************************************************************************************** CONDITIONS ******************************************************************************************************** Cond: 33 (PLAN) THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: CON0008010 Fire sprinkler system required and shall comply with NFPA 13(2002) and VFES standards. Cond: CON0008011 Monitored fire alarm system required and shall comply with NFPA 72(2002) and VFES standards. Cond: 16 (BLDG.): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R313 OF THE 2003 IRC. Cond: 18 � (BLDG.): STAIRWAYS ARE REQUIRED TO MEET SECTION R311.5 OF THE 2003 IRC OR SECTION 1009 OF THE 2003 IBC. Cond: 19 (BLDG.): GUARDS ARE REQUIRED TO MEET SECTION R312 OF THE 2003 IRC OR SECTION 1012 OF THE 2003 IBC. Cond: 39 (BLDG): EMERGENCY ESCAPE AND RESCUE OPENINGS ARE REQUIRED TO MEET SECTION R310 OF THE 2003 IRC OR SECTION 1025 OF THE 2003 IBC. Cond: CON0008315 OPEN HOLE SOILS REPORT REQUIRED PRIOR TO FOOTING INSPECTION. Cond: CON0008316 FINAL SOIL NAIL WALL INSTALLATION DRAWINGS AND WRITTEN APPROVAL REQUIRED FROM SOIL NAIL ENGINEER AND FOUNDATION STRUCTURAL ENGINEER PRIOR TO FOOTING INSPECTION. Cond: CON0008320 No non-conforming crawl spaces or additional GRFA will be allowed at time of TCO, per Staff letter to applicant dated 072806 ***********************************�**********�**********+**********+*****************+***** TOWN OF VAIL, COLORADO Statement *+*r*��*********************************+**+***********************+***�****************�*** Statement Number: R080000247 Amount: $385.00 03/05/200801:39 PM Payment Method: Check Init: DDG Notation: Purchase Development, LLC 1268 ---------------------------------------------------------------------- Permit No: B06-0100 Type: NEW (SFR,P/S,DUP) PERMIT Parcel No: 2101-122-0100-9 Site Address: 4418 COLUMBINE DR VAIL Location: 4418 COLUMBINE DRIVE Total Fees: $13,105.38 This Payment: $385.00 Total ALL Pmts: $13,105.38 Balance: $0.00 s****r********+***�******************��*****�******+**************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 385.00 --------------------------------------------------------------------------- TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-213 8 DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW (SFR,P/S,DUP) PERMIT Permit #: B06-0100 Job Address: 4418 COLUMBINE DR VAIL Status ...: ISSUED Location.....: 4418 COLUMBINE DRNE Applied ..: 04/27/2006 Parcel No...: 210112201009 Issued ... 07/31/2006 Legal Description: Expires.....: 03/20/2008 Project No : PRJOS-0382 i OWNER CONTRACTOR PURCHASE, JOHN LAYTON 1310 GREEHNILL COURT VAIL CO 81657 PURCHASE DEVELOPMENT, LLC PO BOX EAGOE COLORADO 81631 License: 322-A 04/27/2006 04/27/2006 Phone: 970-390-9943 Phone: 970-328-4226 Desciption: NEW CONSTRUCTION OF PRIMARY/SECONDARY RESIDENCE Occupancy Type Factor Sq Feet Valuation Totals... 10,030 $1,575,000.00* Number of Dwelling Units: 2 Town of Vail Adjusted Valuation: 1,575,000.00 Fireplace Information: Restricted: Y # of Gas Appliances: 2 # of Gas Logs: 2 � of Wood Pallet: 0 s**s+4+ssssssr+ss*sas*s*+sa*�s*►►ass*ss**�*ras**a***s*sss+*►s+ss**srs FEE SUMMARY sa*srs:►*s�s*+■+*�+:**►***s■**s�■*�s■s►s■s+*+:*ss.**s.s*sf. Building-----> $ �, � 0 �. 5 0 Restuarant Plan Review--> $ o. 0 0 Total Calculated Fees-----> $ i 3, z 15 . 3 8 Plan Check--> $ 5, 0 0 9. 8 8 Recreation Fee---------> S o. o o Additional Fees-----------> S o. o 0 Investigation-> $ o. 0 o TOTAL FEES-----------> $13 , z 15 . 3 8 Total Permit Fee----------> $ i 3, z 15 . 3 B W ill Call----> $ 3. 0 0 Payments-----------------> $13 , 215 . 3 8 BALANCE DUE--------> $ 0. 0 0 #►i######it###+k#####t#*########i#R##f#*t######f##*t#######tR#####**##t##t##�###fi##}*t#*###t#########4###########**####+k####►##*4###i#ft#f##t###� Approvals: Item: 05100 BUILDING DEPARTMENT 05/26/2006 cgunion Action: CR see lhn 07/27/2006 cgunion Action: AP approved revised, corrected drawings, see � and 1/h/n 02/22/2008 cgunion Action: AP APPROVED REVISED SHEETS 514, S15 AND UPDAT] 04/08/2008 cgunion Action: AP REVISIONS FOR ADDITION OF MECHANICAL ROOM i Item: 05400 PLANNING DEPARTMENT 07/28/2006 eer Action: AP approved by planning based on letter dated file. 03/28/2008 RLF Action: AP revisions dated 03/27/08 approved. Item: 05600 FIRE DEPARTMENT 07/26/2006 JJR Action: AP Item: 05500 PUBLIC WORKS 05/O1/2006 gc Action: DN Need to provide stamped PE drawings tor wa. foot and double teir retaining walls. PAGE 2 '� ******************************************************************************************************** CONDITIONS OF APPROVAL Permit #: B06-0100 as of 04-11-2008 Status: ISSUED ******************************************************************************************************** Permit Type: NEW (SFR,P/S,DUP) PERMIT Applied: 04/27/2006 Applicant: PURCHASE, JOHN LAYTON Issued: 07/31/2006 Job Address: 4418 COLUMBINE DR VAIL � Location: 4418 COLUMBINE DRNE Parcel No: 210112201009 ******************************************************************************************************** CONDITIONS ******************************************************************************************************** Cond: 33 (PLAN) THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: CON0008010 Fire sprinkler system required and shall comply with NFPA 13(2002) and VFES standards. Cond: CON0008011 Monitored fire alarm system required and shall comply with NFPA 72(2002) and VFES standards. Cond: 16 (BLDG.): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R313 OF THE 2003 IRC. Cond: 18 (BLDG.): STAIRWAYS ARE REQUIRED TO MEET SECTION R311.5 OF THE 2003 IRC OR SECTION 1009 OF THE 2003 IBC. Cond: 19 (BLDG.): GUARDS ARE REQUIRED TO MEET SECTION R312 OF THE 2003 IRC OR SECTION 1012 OF THE 2003 IBC. Cond: 39 (BLDG): EMERGENCY ESCAPE AND RESCUE OPENINGS ARE REQUIRED TO MEET SECTION R310 OF THE 2003 IRC OR SECTION 1025 OF THE 2003 IBC. Cond: CON0008315 OPEN HOLE SOILS REPORT REQUIRED PRIOR TO FOOTING INSPECTION. Cond: CON0008316 FINAL SOIL NAIL WALL INSTALLATION DRAWINGS AND WRITTEN APPROVAL REQUIRED FROM SOIL NAIL ENGINEER AND FOUNDATION STRUCTURAL ENGINEER PRIOR TO FOOTING INSPECTION. Cond: CON0008320 No non-conforming crawl spaces or additional GRFA will be allowed at time of TCO, per Staff letter to applicant dated 072806 Do not need seperate zone in TOV Right of Way. I 07/12/2006 gc Action: COND Provide Public Way permit and staging plan 07/25/2006 gc Action: DN Provide stamped drawings tor boulder walls Must include factor of safty, design perameters, and design assumptions. Soil nail walls to be called out on site plan and show limits of nails. 02/06/2008 csalli Action: COND Prior to TCO, a written and stamped letter Engineering, Inc. stating the construction ot the boulder retaining walls meet thE Item: 05550 ENGINEERING CIVILS •##f######i#####*###fk###ii*#####*####i##*####t#�#�##t#####4###t####*#t#►*#►#4**�###4*###t##i#t###tt##f####t##4#####i########*#Rt*tt#######�##�#* See page 2 of this Document for any conditions that may apply to this permit. 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 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 INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADV SIGNA BY EPH NE 1 OF OWNER OR 479-2y�9 � AT OUR OFFICE FROM 8:00 AM - 4 PM. FOR HIMSELF AND OWNER *+**.****+**************+�***�*****�*****************�*r************************************ TOWN OF VAIL, COLORADO Statement �+�***�**�***�**+�*********�****r******r******�**+****************************************rr Statement Number: R080000428 Amount: $110.00 04/11/200810:33 AM Payment Method: Check Init: DDG Notation: Purchase 1303 --------------------------------------------------------------------- Permit No: B06-0100 Type: NEW (SFR,P/S,DUP) PERMIT Parcel No: 2101-122-0100-9 Site Address: 4418 COLUMBINE DR VAIL Location: 4418 COLUMBINE DRIVE Total Fees: $13,215.38 This Payment: $110.00 Total ALL Pmts: $13,215.38 Balance: $0.00 **********�*************+*********************�***********�******�*************************� ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 110.00 ----------------------------------------------------------------------------- � �p�.�. � ACCEPTED IF IN�� j�INSIGNE � � o � �O � v M�l� • �— D aF�� :�. ; �i��,�I, s ��/1�51� T WN OF VA�L BUILDING PERMIT Separate Permits ar quired for electrical, piumbing, mechanicai, etc.! 75 S. Frontage Rd. -r�WN �F VA�L Vail, Colorado 81 ***Ali Revision submittals must include the Field Set of approved plans. No further insaections will be performed until the revisions are approved. '""""` CONTRACTOR INFORMATION _ ,-,.,.,.. r,f \/�il Ron N� • contact and Phone #'s: �.onuac�vi. � �•,••�� ,,. � Gl G2. // �/ �ION: JOE, JR, CHARLIE, GREG, CHRIS tor SianaturE: _ i . _ A / ll lrt/,�i �1,� 37G -�35 �-- COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor 8� Ma1 REVISED AMOUNT: $ � � a'� ELECTRICAL: $ OTHER: $ PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ For Parcel # Contacf Ea le Coun Assessors �ce at 970-328-8640 or visit �j��- Olbo Job Name: Legal Description � Lot: 3� Block: Filing: Job Address: � f � 35og Subdivision: �°�-`il � _ �l�b��h�e, D� ' l�,orh, hon . 3-�i d 99 3 >hone:� , , „ `� �hone �� 9�f9 - �� o0 REA N FOR 1 IoNS� � r �. � j��. ra�rM r�.doC►� �vr Work Class: New � Addition ( ) Remodel ( ) Repair ( ) Demo ( ) Other ( ) Work Type: Interior � Exterior O Both O Does an EHU exist at this location: Yes O No O Type of Bldg.: Single-family ( ) Twafamily � Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building: � No. of Accommodation Units in this building: � of of a : Gas :d: Gas 5( � a Fire s �rr��+C I ICC AAII V ) � � � � � F:lcdev�FORMS�Permits\Building�building_revision_4-1&2007.doc Page 1 of 1 4/182007 July 28, 2006 Mr. John Purchase 1310 Greenhill Court Vail, CO 81657 Mr. Steve Riden, AIA Steven James Riden Architect PC PO Box 3238 Vail, CO 81658-3238- (fax) 970.949.0304 �ILE C !� a� � Re: 4418 Columbine Drive/Lot 3, Bighorn Subdivision PRJ05-0382, B06-0100, DR605-0445 Purchase Residence Dear Sirs, Thank you for submitting revisions to the building permit for the Purchase residence referenced above. The Planning Department has approved the building permit drawings since alt conditions of Design Review Board approval have been satisfied. Please note that per the conversation that occurred on Monday, July 24th between us (including Chris Gunion, Plans Examiner), at the time of Temporary Certificate of Occupancy all crawl spaces existing with a head height five feet (5') or greater will be required to be backfilled to an appropriate level as determined by Staff. No crawl spaces proposed on the plans or otherwise, will be allowed to be converted to Gross Residential Floor Area (GRFA) at any point throughout the duration of the structure. Staff will reference the structure for TempoFat� originally approy�d am Please don .4 Reed ving sheets within the building permiUDRB set of plans when reviewing the tificate of Occupancy requirements: Sheets SF1 — SF8, which clearly show the of GRFA in detail. call with remaining questions or concerns. Best of luck as construction commences! Charlie Davis; Chief Building Official, Town of Vai� Ch�union; Building Plans Examiner, Town of Vaif v J � � •� 1 �� ► #i 1 � �� i1s' De�itinent of Community Deve%pment Building Safety and Inspection Se�vices 75 South Fronbge Road �ail, Co%rado 81657 970-479-2138 FAX 970-479 2452 www, vailgov.com Qf�ice Go��f RJILDING SAFETY AND INSPECTION SERVICES PLAN REVIEW COMMENTS: TO: Contractor/Applicant Architect Purchase Development Steve Riden John Purchase or Mike Gilkey proj# none FAX/Email #: mikyilk@netscape.com 949.0304 johnpurchase@comcast. net NUMBER OF PAGES: 2 FROM• Chris Gunion, Building Plans Examiner DATE:. 05/26/2006 BUILDING PERMIT #: B06-0100 OWNERS NAME: Purchase SITE ADDRESS: 4418 Columbine Drive OCCUPANCY GROUP: R-3/U TYPE OF CONSTRUCTION: �-B NUMBER OF STORIES: 3+basement BUILDING AREA: ? The documents submitted for this project have been reviewed for compliance with the 2003 International Building Code, 2003 International Residential Code, 2003 International Mechanical Code, 2003 International Fuel Gas Code, 2003 International Plumbing Code, 2003 International Energy Conservation Code and 2002 National Electrical Code as modified and adopted by the Town of Vail. The fo/%wing aomments wi// ne�ed to be addr�esse�d prior �v issuanae of a bui/ding pe�nit; For processing: . Please submit four complete sets of revised construction documents containin4 the reauested information with all plan revision items clouded or otherwise identified. • Please re�ond in writing to each comment bv marking the attached list or creatina a resqonse letter Indicate whichplan sheet detail s�ecification or calculation shows the reauested information Please send revisions to the attention of the plans examiner with the buildi� permit apqlication number noted. • Please be sure to include on the resubmittal the engineer's or architect's'�wet" stamp, siQnature, registration number and date on the cover pa4e of anv structural calculations, all structural details and structural sheets of the plans For commercial or multi-familv proiects all sheets of the plans must be stamped. � � Architectural Comments: 1 Amend site plan and floor plans to show location of the proposed duplex lot split property line. 2 Amend parly wall detail. Clearly reference detail on the floor plans. Show complete parly wall detail from foundation to roof. Common walls adjacent to property line shall consist of (2) 1 hour wall assemblies per the IRC section R302, "Location on Lot" provisions. Provide a UL or gypsum association listing for the 1 hour wall assemblies 3 Exterior walls of R-3/U-1 occupancies are required to be one hour fire resistive construction where located less than 3' from property line. Revise plans. Provide a UL or gypsum association listing for the 1 hour wall assembly (R302) 4 Openings are not permitted in exterior walls of R-3/U-1 occupancies are not permitted less than 3' from properly line. Revise plans at window locations within 3' of the property line (R302) 5 Amend plans to specify 1 hour occupancy separation between garage and dwelling unit (R309.2) -Common walls between garage and dwelling must be protected with 1/2" gypsum board on garage side -Garages beneath habitable rooms shall be separated from all habitable rooms by not less than 5/8" type X gypsum board -All structural members supporting living space over garage must be protected by 1/2" gypsum board on garage side of walls, beams and posts. 6 Amend plans to show 1/2" gypsum board on the enclosed side of usable space under stairways. (R311.2.2) 7 Amend plans to provide at least one operable window or door approved for emergency escape for master bedroom, sheet A6. (R310.1) Opening must comply with all of the following: -Maximum finished sill height of not more than 44" above the floor -Shall have a minimum net clear opening area of 5.7 square feet -The minimum net clear opening height dimension shall be 24" -The minimum net clear opening width dimension shall be 20" 8 Specify crawl space cross-ventilation at 1 sq. ft. per 150 sq. ft. of the crawl space floor area. Indicate location and size of vents. (R408) Also show location and size of crawl space access. (R408.3) 9 Decorative shrouds shall not be installed at the termination of chimneys for factory-built fireplaces except where such shrouds are listed and labeled for use with the specific factory built fireplace system and installed in accordance with the manufacturer's installation instructions. (R1004.3) 10 Amend plans to show proposed location of inechanical room. 11 Amend building sections AA and DD to coordinate with the structural foundation plan. Architecturat sections do not match foundation walls per the structural plans. Show actual finish grades at crawl spaces, actual concrete foundation top of wall and show all proposed void spaces at interior and exterior soil nail walls. Show all crawl space areas and crawl space heights on the floor plans. Submit revised GRFA calculations for Planning Department review. 12 Show all soil nail walls and extent of soil nails on the site plan. w Structural Commeats: . 13 Please clarify note on foundation design regarding "adjacent grade must 6e soil nailed by others". No additional retaining walls are shown on the plans and no soil nail wall design was provided. Please submit all necessary plans for review. The engineer of record will need to provide written verification they have reviewed the retaining wall plans by others and coordinated the foundation plan accordingly. Please specifically address any crawl space foundation pads located adjacent to the soil nail walls and maximum backfill/void requirements between the concrete foundation walls and the soil nail wall. The soil nail wall design must also show the "bridging" to the concrete foundation walls. 14 Revise foundation plan accordingly per architectural comment #11. Coordinate with architectural plans. Additional foundation walls may be necessary to maintain a maximum 5' crawl space height. 15 Amend I joist specifications per BCI 2006 product guide. 450 series are no longer manufactured. 16 Please include (4) sets of "wet stamped" boulder retaining wall construction details. Please refer to the cover sheet for information on resubmitting plans. In order to avoid delays in issuance of a permit, please check � requested information is included with the resubmitted plans. Please submit revised plans as a complete set. Partial plan resubmittals will not be reviewed. F:\cdev\CHRIS\PERMIT.COMMENT'S\B06-OlOU\B06-0100 DOC . .� � � • lutions .inc J E N G I N E E R I N G Letter of Record Date: 07.25.06 To: Town of Vail Building Department Chris Gunion (Building Plans Examiner) Proiect/Job Number. Lot 3 Bighom Subdivision (4418 Columbine Drive) Job # 0208-05 PO BOX 2494 AVON, CO 81620 PH. 970.949.7100 FAX. 970.949.3377 �0 � 3�b - �ta�3 This "Letter of Record" is in regards to the following concems that the Town of Vail plans examiner (Chris Gunion) had on the above referenced project. All soil nailed walls indicated on the foundation plan (sheet S2) will be soil nailed by Great Divide Construction, Inc. and should follow all recommendations provided by the Hartmann Engineering, Inc. report, dated June 14, 2006, that has been provide to you. We have reviewed this report with comments conceming certain walls that were not indicated on the report that should be soil nailed. I have been in contact with Burt Hartmann of Hartrnann Engineering, Inc. and have an understanding that the report is a preliminary analysis. As excavation begins, site visits will have to be made periodically to evaluate the existing conditions. Our office will be in close contact with Great Divide Construction and Hartmann Engineering during the soil nailing process to ensure that the structure can be constructed according to the revised structural plans dated 07-25-06. It has been indicated on plan that the "top of the soil nailed wall not go beyond isolated footing". Also the maximum backfilUvoid requirements and bridging between soil nailed walls and foundation walls have been addressed on specified details as indicated on sheet S2. If there are any questions or concems please call me at (970)-949-7100. • � �, � _-_ __ _ __ Lot 3 � � 1 l�-� S �(� . 3 A� � � , _ ��I �_ C�( �v►�b i vv2. ��-. _ I' _ - __ ��I' �IN1� �_ . � �� - � � d� _ � _ _ _ � 81/�5� _�'D ��'Unl� G4 IM 1N_l_�.1_!��5 _. _ - � __ -- _ _ . ._ _ _ _ __ _ -- � . 5 l��a?� �_�1 � � --� �� _ . __ _ _ _ � __ _ .SI�:�E- ,A� t`� ��a � �� g, �'lr�,n�.��.,P,�-�s �� -� �5 _ _ 3. 5_l��s_ � l � 1�� _ _ _ __ _ : _ �. S1�-e�-�s � l -� A� _ _ _ ___ _ ; __ .S I� _ A 1. . _ _ _ _ _ i�. Sln�e,�_ A 1 _ _ _ .o __ �. 5 �� ._�_C.Q � __J _ . cc : �.��s �1-��9�_ _��__N _ > _ _ _ .5�1�'S �$ -��1(� _ � � o _ a• 51��e�-#-_ ��_ _ _ _ � _ �_ _� _ _ _ _ � l. S 1��P1_t.-�s A� l�---� �� ,� o o _ _ F-- _ _ _ 1�.• 51�� S_ � 1 __ _ _ _ f_ ___ _ _ _ _-- _- _ __ ._ ___ _. _ � _ _ ___ _ _ _ _ _ _ _ _ _ _ __ _ . __ _ _ _ __ _ _ _ _ _ ___ _ _ __ . _ _ _ _ _ _ _ _: **********************s********************************************************************* TOWN OF VAIL, COLORADO Statement ********************************s****s****************************************************** Statement Number: R060000463 Amount: $5,009.88 04/27/200609:45 AM Payment Method: Check Init: JS Notation: 1526/JOHN PURCHASE ----------------------------------------------------------------------------- Permit No: B06-0100 Type: NEW (SFR,P/S,DUP) PERMIT Parcel No: 2101-122-0100-9 Site Address: 4418 COLUMBINE DR VAIL Location: 4418 COLUMBINE DRIVE Total Fees: $12,720.38 This Payment: $5,009.88 Total ALL Pmts: $5,009.88 Balance: $7,710.50 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code -------------------- PF 00100003112300 Description Current Pmts ------------------------------ ------------ PI,AN CHECK FEES 5, 009.88 ----------------------------------------------------------------------------- � r' r 'i Questions? Call the Building Team at 479-2325 Bui/ding Permit Submitta/ Check/ist Department of Community Development Project Name: �� oU�� Project Address• �-H ��',ol 1� � l�aa,�:l . CA s1 b S� . � ✓ This Check/ist must be comv/eted befiore a Bui/dino Permit aon/ication is c t�e . All pages of application is complete �+ , K �Has DRB approval obtained (if required) Provide a copy of approval form C��r L�'�' _` � ❑ Plan Check Fee required at submittal for projects valued over $100,000.00 (see attached fee schedule) � Complete site plan submitted �i Public Way Permit application included if applicable (refer to Public Works checklist) ❑ Staging plan included (refer to Public Works checklist) No dumuster narkina or material storaae allowed on roadwavs and shoulders without written auuroval ,� Asbestos test and results submitted if demolition is occurring �Architect stamp and signature (All Commercial and Multi family) Full floor plans including building sections and elevations(3 sets for remodels, 4 sets of plans for SFR and Duplex, 5 sets of plans for Multi-Family and Commercial Buildings) � Window and door schedule �Full structural plans, including design criteria (i.e.loads) � Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family) �Soils Report must be submitted prior to footing inspection _______ re resistive ass�mblies specified and penetrations indicated -� 6� p��-s `� Smoke detectors shown on plans On Q��-> � Types and quantity of fireplaces shown Q v� P��,� - ApplicanYs Signature: • / Date of submittal: Received By: I� F:\cdev\FORMS\Permits\Building\building�ermit.DOC Page 2 of 16 02/09/2005 � Design Review Board � ACTION FORM Department of Community Development TOWN OF VAIL 75 South Frontage Road, Vail, Colorado 81657 te1:970.479.2139 fax:970.479.2452 web: www.ci.vail.co.us Project Name: PURCHASE NEW P/S RESIDENCE DRB Number: DRB050445 Project Description: FINAL APPROVAL FOR NEW CON5TRUCTION OF PRIMARY/SECONDARY RESIDENCE; all specifications inlcuded in file Participants: OWNER PURCHASE, JOHN LAYTON 08/26/2005 Phone: 970-949-4121 754 E POTATO PATCH DR VAIL CO 81657 APPLICANT STEVEN JAMES RIDEN, AIA ARCH08/26/2005 PO BOX 3238 VAIL CO 81658 License: C000001738 Project Address: 4418 COLUMBINE DR VAIL 4418 COLUMBINE DRIVE Phone:949-4121 Location: Legal Description: Lot: 3 Block: Subdivision: BIGHORN 3RD ADDITION Parcel Number: 2101-122-0100-9 Comments: see conditions Motion By: Dorward Second By: Friztlen Vote: 4-0-0 Conditions: BOARD/STAFF ACTION Action: APPROVED Date of Approval: 09/21/2005 Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). 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:201 DRB approval shall not become valid for 20 days following the date of approval. Cond:202 Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Cond: CON0007569 At the time of building permit submittal, the applicant shall submit a wet-stamped survey of the lot. Entry: 09/22/2005 By: ee Action: AP Cond: CON0007570 At the time of building permit submittal, the applicant shall have fulfilled the requirements of the site specific geologic investigation pursuant to Section 12-21-15-B, Vail Town Code. Cond: CON0007571 At the time of building permit submittal, the applicant shall provide the Community Development Department with all utility signatures. Entry: 09/22/2005 By: ee Action: AP Cond: CON0007572 At the time of building permit submittal, the applicant shall submit to the Town of Vail professionally-engineered and stamped drawings of all walls on the site that are tiered and/or over four feet (4') in height. Cond: CON0007573 Prior to the time of building permit submittal, the applicant shall return to the Design Review Board with a revised landscape plan and a revised site plan. Planner: Elisabeth Eckel DRB Fee Paid: $650.00 SEP-� t�.,1U. 1UU5 ;1�1:21 NM� ,. Sep-ZQ 20D6 09:U0 FrodrERWSD . . . HULY CRUSS ENEKGY_N AIA FAX No. 9709490304 NU 970a764�89 T�609 P- 002 p.00?Joo2 F—o4d . �1 ~ ..�� . � � U7`ILITY•ApPROVAL � V�RIFICATION. This 1`orm serves to ve[lfy that ihe propased improvements will noT impacc any oxisdng or propased atility services, and also io varifjr serv�ce avallablity+ �ana loc�tion tor new ccnsVuction end sho �Id b� used i�n� nJU n� �d`^� tions� prepanng your utilky pl�n and scheduling histel(etions. A srte plan, inciuding g din9 P p� sha0 be submltted to 'd�e followi�tg utl�ttles fcr approval and verificatlon. uthorze Si4na� Co 0 ate awESr 970.384_0257(fax) � Contacts: � Sc�tt Carrington 970.466.6860 �� Jason 5harp 970.384,0238 " �cCEL HiGH PRESStJR� Ga 970.262_4076 (tel) Corttacr_ Rich Sisneros HCLY CR055 �'Y 970.9;9,5892 (tAJ) 970_9�49.4566 (fax) Co(tcacC �} pccEL �N�RGY 97o.26Z.4038 (fax) C.0(1LaCl5: Kit Bogart 9T0_262,a024. Jim O'neal 970.262.�03 �� R�vER warEa � snrr�rA'r1o1� �isxEticY 970.476_7460 (tel) 970_476.4089 (fax) Corttact: Fred Wasle�e � COMC.nsr CABLE 9T0,949.122� X 112 tt�l) s�a.�9_sisa �iax� Ccrttact Floyd Salazar �— /b�`'�� f (v►+af i P�5' � n � q=7O '�S � _ - . !/�w °�-y �vu-c� G� � �� ' � �..,� ' ' �4�IF i' ✓�C p« ('b55 Eti�✓'GtnC.F c'r Gul -�-St.G _ �oG4.�t{��Gf � N07�S: 1, If the utlllty approval & ver�tlr.a�don form has signatur�s from each af the utllity companies, and no cammems are madv directly on the form, the Town wilf presume that chere are na pmb►ems and the devetopmerrt can proceed. 2!f a utili[y company has concems with' �the proposed construc�ion, t�e uttllty representa'eve shall nate dirocdy on tne Uti(Ity ver�fication form that there is a prohlem whlcf� needs to 6e resolved. The issue should then be detailed in an atrached letter io the 7own of Vail, Howev$r, please� keep in mind that iL is the resportsibifity af t�►e ucl�lty campany and the applicant to resolve idendFled problems, 3. These verific.�tlons do not relieve the contrz�otc�r of the responsibili4y to obtain a Public Way�Permit from the � �ocations must bp nbt�ined befo�e di aq lnq In any pubtic right-: ; Department of Pub11c Works at ihe Town of un�h��hQ, DBrmiil� n4t a Public WaY ry��rn�t An�L1 M�IS'[ D2 ODT2i►IRd ! o�way or pasem�t witilin the 7own Gf Vail. se ar �I . � 1'he Developer Is required and agrees to supmlt any revlsod dc�wings to �he udlltles inr re-approval & re�verificaUon if the 5ubmltted plans are akered in �ny W�Y e�'�� e at,►�horized �ignawre date (unle�s othErw�se sPeclfl'��Y not�d within the comment area af this form). De�►elopers SJg�alure – Date P�qe 8 of 12/04/01/0� SEP—i�tr, 1U 1UU5 (11:45NM� � tNtKGY;N AIA FAX No. 9709490304 NU. j�j r, 1 �- uu� ` , ' l.;�C'' � , ��l�Iv�. � � � �� a � t�'c"tr� �l . � � 4�� . , , 'f IL Y �APPROVAI, & VERIF ICATION This fvrm sen�es to vsrliy that the propossd imprcvemerits will not itnpact eny existing or prvposed utility servlces, and also to veriry service availabil?ry and focation for new constructidn and should be used in corrjunction with prsparingyouur util"rty plan and scheduling install�tlons. A sits plan, including grading plan, floor plan, and elevations, shall be submitted to the following u#ilit(es for approvel ehd verificatio�. Autharized ! S'anature '�4VVEST 970.334_0257(fa�c) Contacts: Scott Carrington 970.468,6360 Jeson Sharp 970_384.0238 EXCEL H(GH PRES5LIR� GAS � 970.2624076 (tel) Cor�tact; Rich Sisneros HOLY CROSS FI.ECTRIC 9y0.949�5892 (tel) 970.9a9.a566 (Pax) Contact: Ted Husky FXCEL ENERGY 970.262.4038 (fax) CqrrlaCts: IGt Bogart 970.262,�102d J'un 0'neal 970.262.4D03 OA�EAGL� RIVER WATER � saNi7ATION DISiRICT 970.476,7480 (tel) 970_476_d089 (fax) Corrta�t: Fred Haslee VGOMCAS7 CABLE 970.949_1224 x 1'(2 (tel) 97�.949.9138 (fa�t) Conract Royd Sal�ar �un• � Date ___,�.f�_1 �'l O Gd� �e � 0 QS"� C2�� , � _� NOT�S� � 1_ If the utility approval & verifica6on fonn has signatures from each of the utility companies, and no comments are made dirsctly on the form, the Town will presume ihat ther'e are no problems and the development can proceed, 2_ If a udliry company has concems with the proposed construction, tfio �tility rspresentative shall noae direcNy on the utility verific2tion torm that there is a problem which needs to be resolved, �The issue should then be detailed in an attached letter to the Town of Vail. However, please keep in mind that it is the r�sponsibility of the utili'ry company and the applicarlt to resol�e jdentiFed problems. 3. These verifications do not relieve the contractor of the respohsibfliry to oblain a Public Way Permit from the Department of PUblic Worfcs at the Town of Vail. Utili Iocations must j��q�tain�d before dic�aina in any publi� �ight- of-way or easement within the Tvwn of Vafl. A ui�dln�perml ,,,[S not a Public WaXpermit and mu5t be o� ine� �aratelv ' The Developer is required and agrees to 6ubmit any I�evised drdwing5 to the utilities for re-approval 8� re-verific2tion if the subrnitted plans are altefetl in any way after the authorized slgnatUre date (unless atherwise specifically nvted wir,►,in the comment area of thls formj. . peuelopers Signature bat� Page 8 of 12/Oa/01 /04 5tN �4� ' 4�5 15 SEP-19-�00� �ION DQ:l6 PM Fh' XC;tL tlVttiliY 51E�E JA�IES �ICEN AIA '�'(b �b� 41�,5t3 I U �i1y'(b'�4�.34�4 FAX No. y 111y4yUJU4 b� r. uu� ,.. , � Ldr 7j � �1(�� c.� �:✓ � +e.� �� rt''�ra�t 4� �� 1TIL Y APPROV,qL S VE �I�F CAV � Tnis form se�ves to ve�ify that tne proposed impro�ements wi11 not impact any ex�sting or proposed utilily services. and also to verify service availability and location for new construCtion and should be used in conjunctio� wlth prsParing.your utility plan and scheduling installalions. A site p�an, including grading p�an, tioor plsn, and etevat;ons. shall be submitted to the following utilities for approval and verifica�ion. `�pwEST 970.38d.0257(fax) ConlaCts: Scoti Carrington 970.468,6860 Jason Sharp 970.3Ba.oZ38 EXCEL HIGH PRESSURE GAS 970,262 a076 (10l) Co�lact: Rich S�sneroS ✓HOLY CR055 ELECTI2IC elo.sas.ses2 (tei) 970,949.a566 (Pax) Contact� Ted Husky EXCEI. �NERGY 97U262.a038 (tax) contacts� Kit Bogart 970.262.d024 Jm O'neal 970.262.a003 ciEAGLE RIV�'R WATER 8 SANITATION DISTRICT 970.a76 7480 (te1) 970.476.4089 (fax) Conlact; Fred Hasles �/CQMCAST CABLE 970.9d9.1224 x 112 (tel) 970.9499138 (fax) Contact: Floyd Sala¢ar Author�zed I nature 1 � � . �.� ,f,omments Aate �� `� - Z a •,� NOTES � 1, If the utility approval & verification form has signatu►es Nom each ot the �tllily companies, a�d na commenls are made d�rectly on the fnrm, the Town will p�esume that there are no problems and the development can proceed. 2. ff a ulility company has c�ncems w�th the propose0 cvnstruction, the ufility representative shall note direufy on the utifity venfication farm that the�e is a problem wh�ch needs to be resowed. 7'he issue should lhen be detailed in an aitached ietter to the Town of Vail. However, please keep i� mind that It Is the respons�bility of 'the utility company and the app��cani to resolve identi(ied problems. 3. 7hese verification5 do not relieve the contraclor of the fesponsibility to obtain a Public Way Permit trom lhe Oepartment of Public Works at the Town oF Vad. Utihtv locations must be obta�ned beiore diaainca, in any pubtic right- of•�+ay or easemant within the Town ot Va�l A buildma aermit �s �01 a vubtic W�y p�rrt�jt and must be obl�lned �aratei; ' The Devebper �s required end egrees co submit any revised drawings to the utiiities for �e-approval � re-verificalion �f t�e supmltled plans are aitered in any way alter the authorized slgnature date (unless otherwise Specificatly noted wilh�i� the comment area of tnis form) Devebper's Signature Date , Page 8 oI 12/Oa/01 /04 ** TOTAL PRGE.02 ** ' O'Brien and Associates, LLC -' Gonsulting Geological and Geotechnical Services — May 26, 2005 Mr. .iohn Purchase Purchase Development, LLC 754 E. Potafo Patch Drive Vail, Colorado 81657 Re; SiEe Specific Geologic �vestigation For Proposed Duplex Residence on Lot 3, A r+esubd'nrision of part of Bighorn Subdivision, Third Addition, Amended Plat, Town of Vail, Eagte County, Colorado On Friday May 13, 2003 a geologic reoonnaissance survey of the property located at 4418 Columbine Drive was per#amed. It was determi�ed that the 0.7� acre site is underlain by Glacial Drift that was deposited as part of a m�ch larger Lateral Moraine up the BigE�om Creek Drainage. The majority of the site siopes to the northwest at a grade of beNveen 15 and 30 percent, some af the slopes higher up and outside of the building footprint contain grades in excess of 30 �ercent. A portion of these higher slope areas has been ider�tified as a geologically sensitive area, having a moderate rockfal� hazard, as shown in Figure 1. During this and a subsequent visit on Friday the 13"' of May, n si ns o ckfall wer encoun#er The Glacial Drift is composed of very large to small, rounded- to we rounded, oulder and cobble sized clasts af Precambrian aged granitic rock in a silty sand matrix as shown in Fgure 2, these gran�ic ror,lcs crop art higher up the Bighom Drainage and in t�e Gore Range. The exposed surFaoes of the surfECial clasts were weathered, moss oovered, and held in place by the forest mat ind�cating no recent large-scale movernent In some localized steeper areas soil creep was evidenced by pistol butted trees and some srr�all scale slumping. The permeability and ir�fiitration rate for glacial materials is generally high artd therefore tt�e water table is probably seasonally high and near the surface, causing localized small- scale slope instability. Small-scale instabilities are common on any slope of this nature that is actively being eroded. At the base oi the slope where the property meets the road, some cobble-sized clasts of granite had been recently eroded from the road cut for tfie cul-de-sac. On the May '!3m visit, a ten foat deep test pit was excavated within the proposed building t�ootprint as shown in Figures 1 and 3. Bedrock was not encountered and this deposit of glacial till may be several tens of feet thidc, although excavation was difficult, cuts up to 10-Feet �n depth should be achievable with the proper equipment. A preferred design technique for glacier deposits is to follow the nabural grade by stepping the � stnacture down the hillside. There is little soil cover but there is a 6- to 1Qinch tfiick organic forest mat cove�ing the hurnmodry topography, this material is not suitable for any load bearing surface and should be removed from within the building footprirrt and used for land�aping or some other non-structural use. Large boulders should be removed from the surface upon which the foundation will rest, this surface will also need to be c�ompacbed wi#h a vibratory compactor, the degree of compaction will be determined in a subsequerrt Soil & Foundation Report where the maximum dry �it weight will be determined and discussed along with seepage cor�trol. The foundation stabiiity for this material is generally good below the frost heave zone. It is recommended that all load beanng walls or Footers be s t a m_mum of four feet below the ground surface. Vertiql cuts in this material may stand for several months 1845 West Gore Creek Drive Vail, CQlorado 81657 Pho ne/Fa x: 970. 4 T9-B212 Email: jpob 1 a. msn,c;om 6�d 6�60-9L�-OL6-6 aseyo�nd �69�80 90 6Z daS ' O'Brien and Associates, LLC •` Consu�ting Geologica! and Geotechnical Services — but will ravel and slump on wetting and drying over several seasons, the angle of repose for this material is about 35 degrees. The sloae stability of this glacPal material is moderate, as it is generally unconsolidated and may slide on moderate to steep slopes if it beoomes water saturated. To help prevent this, any over-excavations, areas where slabs will �be poured. or bad�illed areas adjacent to foundations should be ba�lfed with appropriate fifl, moisture treated to within �3 peroent of tt�e optimurn water content and compacted to at least 95 peroent of the dry unit weight. Additionally, since water table fluctuations are unknown, and to aid in the control of possible liquefaction and pipirtg, foundati+�n drainage should incorporate a positive cutoff trench or drain along and below grade of the foundation walfs. The trench should be lined with a polyethylene moisture barrier attached to the foundation wall at least two feet up and extentling under the drain. The drain should be constructed with a 4inch or greater diameter perForated pipe encased in ai least 16 inches of free draining gravel and a manufac�ured wall drain. The drain should be sloped so that water flows bo a sump or positive gravity outfet Slopes around all excavated featur�es should be graded so that positi�re drainage is rnaintained away from these features at all times. In order to mi�gate the adjacer�t moderate roc�efall hazard, which would most likeiy result in a rare cobble or small sized boulder rofling down the slope, the building fo rirrt should over-excav a ropriate deptl� f istance of ten to een feet on the hifl si of the structure to prov� e a rockfaA �rotection or rocl�aU ' ch zone behind the ouse. Further, the ins abon o ysica barriers aroun winera e areas is recamme ed to prevent rock impact Stabilization measures such as scaling ot the remova! �f unstable rock, cribbing, or the instalfation af retaining walls may also be utifized in the finaE desigt�. Other acoepteri methods for slowing or diverti�g falling or bumbling rocks incl�de rock fences, screens, channeling, dams or other physical barriers. Depending upon what blends in best, one or more of these rockfafl prevention methods should be employed in your final design. This investigation has revealed ihat tlle proposed structur�e location �the test pit area shown on Figure 1} is not in a geologically sensitive area, but it is adjacent to an area with a moderate rockfall hazard. Therefore sorne moderate rockfall �nitigation measures should be implemented in the Fnal design to protect the structure from any errant inskabilities. Further, as I understand the conceptual design, the constructio� of the proposed stn�dure will r�ot increase any hazarc! t� other property, strucbures, rights of way, streets or other properties of any kind. I hope all fhis helps out with your design plans, let me knaw if 1 can be of assistance with yaur Development Plan or Building Permit. At some point I wou�d like to review your plans, as you may need my approval and certificatior� that appropriate mitigation measures have been implemented to get your certificate of occupancy. O'Brien & Associates, LLC James P. O'Brien CPG, PG ?845 West Gore Creek Drive Vail, Golorado 61657 Phon elFax: 970.479-6212 Ema.il: j�ob_I(a�.msn.com Z'd 6�60-9Lt~OL6-1 eseyoand e69�80 90 6Z daS ' O'Brien and Associates, LLC .` Cansu�ting Geologica! and Geotechnical Services Figure 2. Glacial Driff, large to smal�, rounded- to well-rounded, Boulder and cobbie sized dasts of Pr�cambrian aged Granitic rock in a silty sand matrix 1845 Wes# Gore Creek Drn� Vail, Colorado 81657 Phone/Fax_ 970.479-8212 �mail: jpobin.msn_com £'d 6b10-9L�-OL6-6 esey�and e00�60 90 6Z daS O'Brien and Associates, L�C Consufting Geological and Geotechnical Services Fgure 3. Glacial Drift As e�osed in the test pit 1845 West Gore Creek Drive Vail, Colorado 8t65T Pi�onelFax: 970.47�-8212 Email: inobin.msn.com �'d 6�1Q-9Lti-OL6-L aseyoand �00�60 90 6Z daS 04l07/2666 '10:58 9799269089 LKP ENGINEERING INC PAGE 02 I.�IfP E�agineering, Inc. C[vIL/G�OTECHNICAT. Ap�i17, 2006 Mr. Joh� Purchase RE: Boatder Wa�l Detaits Pnrchase Aevetopment Lot 3, Bxghorn Third Addition P-O. Box 1391 4418 Co�umbine Drive Vail, CO 81658 Towzz o� Vai�l, Ea�le County, Colorado Project No. 06005 Dear John: At the request from Todd with Steve Riden ,A�cchitect, we have rev�ewed the bouldez walls on the site plan for the Pzoposed Residence, on Lot 3, Bighorra Thizd Addition, 44 � 8 Columbin,e Dzzve, T'own o;f Vauil, Eagle County, Colorado. The bou�der walls are retaizuz�g mostly the slope between the south side of the proposed z�esidence and the s�ope above, and between the north side o�tl�e residence and tb,e adjacent slo�e. �dividual segments o�the boulder wall range in height �rom zero to 6 feet. Soz�ae of the walls have a lower and an uppez layer. We have �repared two deta.ils. One is :foz a sit�le layer wall, and one for a double layer wall. For the two t�er boulder retai.ning wa11s, we recommend tk�at the taller wal�s be on the bottom of the hillside axxd the shorter walls vzz top. Both designs az�e subject to vez�fication of the so� a.c�d ground watez cond�ition at the time o� construction. If you have any questions, please do not hesitate to ca��. Sincerely, LKP Engiaaeerang, Inc. r �, ��ti Luiza Petrovska, P.E. Presidez�t �z�closure Cc: Steve Riden, A�.A. at fax #970-949-0304, origitxal z�zailed J�1Wp L2-I,KP\06005BWp�T.wpd P.O. Bo� 2837, Edwarde, CO 8�632, (970) 926-9088 Te1, (970) 926-9089 Fax 04/07J2006 1e:58 . . . 9i69269089 LKN �NG1Nttk1NV 1NL BO ULDER RETAINING WALL FOR ALL WALLS UP TO fi FEET HIGH 6 inox 1' � NOTFS.• Drolnoge swo% .i ff 6" f2'�I Compocfed bockfi/l lmper►�ous Bockfill ,' Granular, perv/ous bockflll. depending on s/te cond/flons Filter Fab�ic, MJrof/ 140N or equivo/en! Perimeter drofn location ond detoi/, depend/ng on soi7 and ground wafer conditlons o! �/me of construction r�Ut e� 1. THE BOULDER RETA/NJNG WALL SH..4CCL BE CONSTRUCTEO WITH BOULDERS GRE�I TER THAN 1 F£ET. FOR ORY STACK WALLSy 7HE ROCKS W1LL HII VF AS MUCH FLAT SURFACE AREA AS POSS/BLE', TtJ INCRE�I SE 1HE f7P1C710N SURFACE BETWL�'EN THE BOULDERS. 2. THE BOTTt�M BOULOERS SHALL BE THE URGEST ANp SHALL BE PLAC£D ON NAT112r, UND/STURBED SD/L, fREE FROM TOPSO/L �IND ORGANICS, QR ON COMPACTL�O STRUC7URAL fl'LL, �PPROVFD BY THE £NGINEER. J. TNE SUCCESS/VF BOULOER LAYERS SHA,LL BE OFFSET HORIZONTALLY BY A A,I/NIMUM OF S/X INCHES FDR EACH VER 11CAL FOOT. 4. A MlN/MUM 0� ON£ FOOT OF UND/STURBED SOIL COVF'R SHALL BE PROVIDED /N FRONT OF THE WALL. 5 THE COMPACTION OF iHE SOIL BACKFILL SHOULO BE 1£STFD BY TNE ENG/Nf£R OR !T CAN BE BACKFILLED W17N CLEAN, CRUSHED ROCK. 6 THE ABOVE DES/GN M!/ST BE RENEWED, AND THE CONSTRUCIlON OF THE BOULDER WALL INSPEC lE"D, BY TNE DES/GN£R Af 1FR VL`�Rlf7CIl TION OF 7N£ SO/L AND GROiI/ND Wil TER WA TFR CONO/110NS A T 7N£ I7ME OF CONSTRUCTION. cmi/osoTac�cm. .LKP Engin e erin,g, In c. P,O. Box T937 Edword�, CO 91B32 t� (9�0) oze-qoee ia. (o�a) ezs-ooea SINGLE BOULDER RETAINING IIALL �" 06005 cor ,� era�aww n►uto ��anaw �re cau�NEORI►�E �"`� N.T.S. TONN QF VAJ4 £AC1E COINd fY, CALARMO -- •°-- -- 1 b4Jnf/lbbb 1b:5� • � N07F5• y f by'Lb�b�y BD ULI�ER FOR 6' r LKI-' tNUlIYttK11VU 11V1., RETAINING WALL TWO TIER WALLS 2 1 �_�- 6' ( 12' � Z' to 6' 4' min. Z � 1 n , COA/PACTED, GRANULAR BACKf7LL. SFE NOTE �5 J PER/METFR DRA/N LOCA JION AND OETi4/L, DEPENDING ON SO/L AND GROUND Wi4 TER cavarnavs rr�uc r�v /NSTALL F1L T£R FABR/C (M/RAF/ 140N OR EOU/VALENT) BEH/ND THE BOl/LD£RS 1. THE BOULDER R£TA/N/NG WALL SHALL BE CONSTRUCTFD Wl1H BOULDERS GREA 1FR 1NAN 2 FEET. FOR ORY STACK W�ILLS, THE ROCKS N7LL HAVF AS MUCH FLAT. SURFAC£ AREII AS POSS/BLE, TD /NCREASE TNE FR/C AON SURfACE BETWFEN TNE BOULD£RS. Z. THE BOTTOM BOULO£RS SHALL BE 1HE LARG£ST AND SHALL BE PLACED ON NA 17VF UND/STURBED SOIL, FREE FROM TOPSOIL AND ORGIIN/CS, OR ON COMPACTED STRUCILRAL FJLL, APPROVED BY THE ENGYN£ER. .J 7HE SUCCESSlVF BDULDER LA YERS SH.ILL B£ OFFSET HOR/ZONTALL Y BY A M/N/MUM OF S/X INCHES FOR EACH VFRACAL FOOT. 4. A M/N/MUA,/ OF ONE FOOT OF UND/STURB£D SO/L COV�R SHALL BE PRONDED /N FRONT OF THE WALC_ 5. THE COMPACT/0N OF TN£ SO/L BACKF/l1 SHOULD BE 7F'S7E0 BY THE ENG/NEER OR /T CAN BE BACKF/L�£D Wl TH CLEAN, CRUSHED ROCK, 6. THE ABOVF DES/GN MUST BE R£NEWED, AND THE CONSTRUC7l'ON OF 7NE BOULDER WALL INSPECTED, BY THE DES/GNER AFT£R VL'R/F/CA 170N OF TNE SO/L AND ' C.ROIlND WA TL�R WA TER COND/710NS AT 7HE 71M£ OF GONSTRUC770N. crva/aso�ractt[�uc�. LKP Engin eering, In c. P.O. Box 2637 Ed�d�, CO 81832 t�l (970) 928—pOB9 iax (970) 826-9Q8� ?7Y0 TIER �pULDER RETAINING 1IALL �� N�" 06005 LOT J BlGMpR/V 1HlRO A001 AAN �sta cauw�nrE arire � N. T.S TONN A� ViV!„ £A[Yf CWNT►; CQLQRADG � APR-26-2006 WED 02;09 PM STEVE JAMES RIDEN AIA Sep��xi-D5 11;44am From-TOWN OF VAIL COMNUNITY DEV�LOPNENT . , � . ' �_ FAX No. 9709490304 P,002 9T04r8245z T-756 P.002/005 F-8t5 ' T�WNOFYAILV � - Department of Comm.unity Developrnent 7S South Fmntage �oad � Yair, Colorado 8165.� . 970�f79 Z138 FAX 9T0-479-2�F52 ' www.vailgw.com September 72, 2005 Mr_ Steve Riden, AtA Steven James Riden Architect PC PO Box 3238 Vail, CO 81658�23H (fa�c) 970.949.0304 Re: 441B Columbine D�iveJLot 3, Bigham Subdivision , Fin'sl relvaw of a new two-family resid�nce DRB05-0445 Dear Steve, Thank you, and Todd� for attending yesterdays Design Review Board hearing of a final review of the Purchase residence at the aforementioned address. The model that was made was'very helpfu! �For the Bnard in "reading" the sibe and the situation of the residence upon it. As you know, the Design Review Boa�d unanimously approved the project with the following conditions: �1. At the time of 6uilding permit submiftal, the applicarrt shall submif a wet siamped survey of the lot. • � Z. Af the time of bu�ldlqg permif submittal, the applica�rE shall have fulfl/led tJte requirements of the site speclt% geolo8ic investigation pursuant tv Section 4a 29-15- B, Vail Town Code � �3. At fhe �me of6u�yding permit submittal, the applicant shall provide the Commun�y Developmen� Department with all utility signstur�s , �4. Af the time of building permit su6mittal, th� applicarnt shall submit to the Town o� VaII professivnaUy-engin�ered and stamped drawirLqs of a// walls on the siie fhat ar� tiened and/or aver four feet (4') in height 5. Prier !o fhe time of bu1lding permit submiftal, the appllcant sha/! return !o the Design Review Board with a r+evised landscape pfan and a revised si�e plan.' , Thank you for fulfilling th� first and thfrd conditions at yesterday's meeting through the submittal oi the stamped survey and the utility s�qnaiures. 1 have i�dicated in the wmputer that these conditions no (ongaP need to be fulfifled. ' Regarding the fifth condition, the Board felt the need to see a more detailed landsppe plan signifying vegetation that wUl thrive on the site While appropriatety mitigating the cut areas. Th� suggastion was m�de that the walis tio the rear of the residence could be increased in height (up to six feet) if that change better allowed for the possibility that landscaping or sod would �urvive in that area of the �sit� The Board requested that the revised site plan indicate more accurately the treatment af drainage on the site. *�� nScrcY,Y.0 p�Ip/sA APR-26-2006 WED 02:09 PM STEVE JAMES RIDEN AIA FAX No. 9109490304 P.003 Sep �Z�DS 11�44am From-TOWN OF VAIL CONMUNITY DEVELOPMENT 97D4r8245z T-756 P.003/005 F-815 . ,, , ' , . � Pie�ase route the revised la�dscape and site plans to me at leest twa weeks before the meeting at which you would like to be heard. The next three Design Review Bnard meetings will occur on October 12, October 19, and November 2. I will be out of the office for both crf the October meeti�gs, but if that tlmellne works best for you, another planner would be more than wiiling to preserrt the revised plans, • . tF�e approval form stating the conditions of approvai for your records. �eel frae to contact rne ng qusstions. I vi' I plan to receive revised plans irom you soon. E�abeth Eckel 970.4792454 endosure 0 04/18l2007 13:16 9709269089 � T,KF Engineering, Inc. C�V �./G��'f'��NICAI. ,a�r�� s, 200� Mr. JOb�. �urehaSe Purchase Deve�vpm,emt �'.O. Box �908 Eagle, CQ 8�63a, Via Fa�: 970-328-U952 Dear Jol�zr.: RECEIVED 04/18/2007 02:08 LKP ENGINEERING INC PAGE 01 To�v� of Vail �� s� � � Y �.:.� �. .:_�_�� R.E: Opem �o�e Observat�o� Lot 3, Bxgbtorn, 3"� Addxt�on 44�.8 Colu�ubxz�e Dt-�ve Towm v:f Va�l �agle Cau�uty, Co�arado ProjectNo. �6005 � � , � �/, � ,A,t your request, on April 17, 2007, we visited the construction sxte at �,ot 3, Bzg,l�.ozzi., 3`a A,ddit�on, A�418 Columbin� Drive, Town of Vail, Eagle Caunty, Colo�rado. Tlae puzpose of ou.r site vis�t was to observe the soils �xposed in the foundation excavatxqxt an,d cozx�paz�e thezxa witla tk�e �dx�gs az�.d recvnazx�ez�dat�oz�s o£the Soi1 and Foundatian Investigation Re�vzt, uz�dez� the same P:roject Nwrz�bez, dated �'eb�cuazy X5, 2006. '�k�e e�cavataon co�.sxsted o�bench.es and trenehes st�p�ing into the s�te. '�'k�e excavatzoz� euts, ranged itozxa 4£eet to about 40 �eet. 'Z'k�e so�� exposed in the foundation excava�i.oz�, was consistent with the. jindings and recommendations of the above-named soil :s report. �t co�s�sted af light bzow�, s�dy gzavel wi�tb, cobbl.es and bould�rs. 7'he exposed soil is suitahle for the recommended ,coil. bearing pressure of 3000 �sf The ba2tom of tk�e e�cavatxon was com�acted. No soft s�aots were reported. We recozxun,�e�,d co�oc�pliazace with the recommendation.s af'tk�e above-�nazlaed soil report during the ze�axndez� o�tk�e coz�stxuetion, s�eeiiieal�y wit�, tk�e sect-�o�s on. d.rainage, grading a�ad irrigation. If you have any q,uestxons, p�ease do not hesitate to call. Sxncerely, ��P EnginE l� uxza Petrov Preszdez�t � J:1WP I 2-LKP12Q06\OC�O(15open.wpd P.O. Box 2$37, �dwa�ds, CO 81632, (970) 92b-9088 T'el, (97Q) 926-90$9 Fax w� � �� v� 4 • Q `-' � t APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNEDO Buildin Permit #: D � � + � t � ��i19rp�0� TO TOWN OF VAIL BUILDING PERMIT , __� are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vaii, Colorado 81657 '""'`All Revision submittals must include the Field Set of approved plans. No further insaections will be preformed until the revisions are aaaroved. *** CONTRACTOR INFORMATION COMPLETE For Pancel # Contact Eagle County Assessors O�ce at 970-328-8640 or visit www.eaple-countv.com (Zo `0 � �� Job Name: ��C � LDwnti�(nJ� Q✓Z� c/L' � Job Address: 4.%�.� g�� 1�� Legal Description Lot: Block: Owners Name: 3� � Pr Q,�,�y�' A� Architect/Designer: 5.�� A� Engineer: 5'9S � I�G . A� Filing: Subdivision: g1l�'Ho2.�1 ��p�- , �� Bax �ao g, Phone: 32g —�. ZZ� � A o x 323 � v�� , c o Ph0 � bo,c � �1 � , P�� c.0 Pha = S'f ��u� nG�oA�� t i a� �IT -�/2i Work Class: New (/) Addition ( ) Remodel ( ) Repair ( ) Demo ( ) Other ( ) Work Type: Interior Exterior () Both () Does an EHU exist at this location: Yes () No () Type of Bldg.: Single-family () Two-famil ) Multi-family () Commercial () Restaurant () Other () P/ s No. of Existing Dwelling Units in this building: (� No. of Accommodation Units in this building: p of s of a Gas Gas a FOR OFFICE USE ONL' Wood � Wood F:lcdevlFORMS�Perrnits�Building�building_revision_11-23-2005.doc Page 1 of 2 12/8/2005 n . I u t i o n s J N G I N E E R I N G P.O. BOX 2494 PROJECT LOT 3, BIGHORN SUB. 3RD. ADD. AVON. CO 81620 JOB NO. 0208-05 PH 970.949.7100 SHEET NO. SL1 OF FAX 970.949.3377 JPL �4.2�.�7 CALCULATED BY DATE SCALE 1 /4" = 1'-0" ..�: R v L �'±, S, .•. . . E�. R � � ..., s ,�,, �o- !�n!?�,� � �� g�� . . ` � y�� L� �, � , -� + � :> �a � BM. POCKET I OF = 8579'- � CASCADE I FTG. STEP I REF SL4 � CRAWLSPACE � 7'-�� 5'-2�" CLR. TOW = 8618'-9 3/4 TO = VIF nF = u��a�- EDGE OF SLAB d � J U � j � 5�-�� 2'-8" FTG. STEP 3 S12 I 0 � TOW = 8619'-9 3/4. TOL = VIF TOF = 8579'-8 CASCAD FTG. STEP EF SL4 8580'-0 TO SLAB � � � Z � �:✓ . v 0 6!� FOUNDATION PLAN EAST UNIT P.o. eox zasa LOT 3, BIGHORN SUB. 3RD. ADD. AVON. CO 81620 PROJECT � JOB NO. 0208-05 PH 970.949.7100 SHEET NO. S� OF FAX 970.949.3377 JPL 04.20.07 CALCULATED BY DATE � u t i o � s SCALE 1�4�� = 1�-�� N G I N E E R I N G FOUNDATION PLAN WEST UNIT n •lutions J N G I N E E R I N G P.O. BOX 2494 AVON. CO 81620 PROJECT LOT 3, BIGHORN SUB. 3RD. ADD. JOB NO. 0208-05 PH 970.949.7100 SHEET NO. SL3 OF FAX 970.949.3377 CALCULATED BY JPL DATE 04.20.07 SCALE 3/4" = 1'-0" (1)-#4 CONT. 2'- #5 DWLS. x `_�' @ 24" O.C. 2' 0 8579'-2 TOF a a a d ° a o Q • • � Q Q . . d #5 REBARS @ 12" O.C. � EA. WAY -��s— � ,; I�1 r ��ti ��—��—��—�� °I:n:n�ri°� u n.=n=n=n= 11=11=11= 1_�I--:11=11=1f 11=11=11= 11=1[=71:=11 �� ' ^I1.=11=��,- �� • 1�.�11-11��'1 : ��r �!. �I�'. ��=.. •� 2x4 OR 2x6 STUD BRG. WALL 16d DRIVE PINS @ 16" O.C. (IF SLAB IS HEATED GLUE BOT. f�) 11"THICKENED SLAB EDGE W/ (2)-#5's CONT. HORZ. ,TYP. 4" CONC. SLAB PER PLAN TO SLAB 0 = 1'-0 � � . I u t i o n s i N G I N E E R I N G P.O. BOX 2494 AVON. CO 81620 PROJECT LOT 3, BIGHORN SUB. 3RD. ADD. JOB NO. 0208-05 PH 970.949.7100 SHEET NO. SL4 FAX 970.949.3377 �F CALCULATED BY JPL DATE 04.20.07 SCALE NO SCALE ��,�,�z� �11 � �� II r�, � // �� i o �o o � �ia J�� `V O Z O o x 0 Q �� N � m � (� � (� � a- u- U O U � �' � OUa �Ua MAR/27/2008/THU 11;15 AM N4dCCOG FAX No,9704681208 P.001/001 � Northwest Colorado �Counci[ of �orrernmeni� � � -�7^�.- i � .� . ELEI/AT�R�P��Mi'Y' A�Pl..YC.�4TION T° G � j �Fom �--� �,rt � _ ii?�'_D�D . ..:_ au�isat n - �1.� r � � . - : ' Toial Fee �.��j' . � �Date Paid i t # . �� '�-9 �- # of pag�s � : , P�a�t Reviewed and Approvad bY � �ssu�d _ � -�%oS1 • . ' . . ' P�rmrt bgrlratioa Date 2`?-�` �, . E . - �- ** Alt-#he foflowing musr be compivl�d by the etevai�or coetrac�ar ** •, .. Tnaaca,rats,-itlegibiQ a� mt�sing it�#ormat%ri wili cau�e a delay ia i�e application� praaess. . ;- ; Please complete a sep�rat� appfication pet corrveyance- . . � �� r 1 � • • �. � i � , . i 7urisdictiun Ruildtng Permlt # Job Adclress ��l l 5� �l711.c � Owreer � Mailing Addre.ss � . X $� �Q � Phone # � �J�� '^ �� ' . . �iQti/ai�nr Co��or � Mafling Address �� Z� �r4'in , , %'-YI Phone # q 7L� r� ��' �� 7� � ,. ��anaL.�i2�.i if�� ` �� 'l�5 � . . , r°— = � CD �l ��. - � �� . . F�c # � — �, . �-�-►�L�.�'i�c7i� ' � % �# a7C� -��-�7.� �-7 . - � . t.�tnl��l.�...� s.y,i �.,r �.,......a.e.�.... s��. -�__ �� , �,. New L�stallation , urtit ar� Car�tra� #- - - ---- ------- �---. ' Altsratlon [un/t csnnofbe return�d tcr sart�laa u�i! -�bewor�c �1�,5-(i�11 irl�u) ��.��r�i1 ��: 'A I _� ' --- �,. ,_ R 1i�t�'F� ' ' • - � � lVOiiCg - � • 1=EES . . F hereby �tify that I have rsnd and examined t�is �pplication Passenger or f�ight etev�bor, lu�I�, �1a�or, maning walic: and Iv�aw #he same to be true af�d aotrect. M pro�ions eq' Iaws Up ta and tndL+dinB �50,000 af �►aluatian �$375.00 and atdinar�ces goveming this type aF work v�rtll be mmplied w�th over $50,000 of valuation =$350.00 plus $7.fl0 for ea�i whether specified herein_or no� i'he grartting aF � p�it does $1,000 UO or fr'adion thtneof over $54,OQp.00 '. nct pres�.rtne tn gir� au�f.y tio•vblate or cancel the p�otts . of arty at�ter StdD� al' I�J lativ regulatir�g •c�onstructdon or #he 13f� DumbwaiY�t ar pe4vabe ses�d�roe el�vabor: ,. rnt�nc�e of consh�ptt. ' . Up �o and indudiny $20,000 of valuetton =�275.00 � �wer �Z0,000 of valualfofi =�50.00 plus $4,0� for each '. � � $1,QOO.OD ot Trar�iar► t�ereof wer $20,OOD.00 . • ' MA90R ALTERA7YdN ES• F�s f+or r�ajor alkeratians �all be as.sat farth in-Tabie �-A of the Unif�rm AdmbliSFrative Code or Table 1 A,. vi►�u,arto � , . � TOT�LL �E�: • � �� • .. . �Y� 1 - -�.. _' � _„� ..i^- _ -I._ : �evafior plan revlew and fiefc! inspe�[ons wiU be conductied by the North�i,nest Gobrado Cauncr7 ofi Governmerns. PfaT1s Will be fbr�varded t�o NWCCOG f'or review and appebval. S�hr.dule inspedanns by cordading ifie MNOCOG devatar inspedaor at 970-R�8-0295 ext 508. . . Page 1 of 1 Charlie Davis - 4418 Columbine Dr. �:�:�:,��.:� � �. � ��,�.�� ..�,�:��._.tf��,�,� �_�_E..., �_ ��,y��.�:�,��d_�� . �" �:�.�,��:� ��.�.�_� From: "Mike Stewart" To: "Charlie Davis" Date: 03/25/2008 8:43 AM Subject: 4418 Columbine Dr. Charlie, NWCCOG received 2 permits for residential elevators to be installed at the above address. Town of Vail permit # 06-0100. One of the elevators exceeds 50 feet of travel by 3 inches. Gene called the install company (Colo. Custom Lifts), and told them they need to come up with a way of decreasing the rise by the 3 inches. They told Gene that I had given approval before I left NWCCOG. I never spoke to them about this issue. Elevator residential code hand book states that if the home elevator exceeds Rise, Speed, or Capacity that the elevator has to meet the commercial code. The elevator company says that they're going to contact the Town of Vail and ask for a waiver. They also asked if they could resubmit the application for non-code compliant elevator, showing that the rise would be only 50 feet. I told them that would be acceptable and that we would measure the rise at final inspection and the elevator would fail if it exceeded 50 feet. Gene, told the elevator company to contact the builder to come up with a code compliant solution. Mike Stewart Elevator Inspector Northwest Colorado Council of Governments 970-468-0295 X108 970-468-1208 Fax elevato �nwc. cog.co. us file://C:\Documents and Settings\Administrator\Local Settings\Temp\XPgrpwise\47E8B... 03/27/2008 APR/03/2008/THU 12:57 PM N�CCOG FAX No.9704681208 P. 001/001 Mar 3a 08 03:22p Colaradc Cusiam Lift, Inc {970} 241-7377 p.1 , ' 11141�1W�S# �O�O�d� CAIJf1C11 O�f �v�[f1[1�i'f!S � � �L�1/ATOR�P�RA+lIT APP��CATION ' . . � P�rmit # t�"+�� ' • 7urisdi �cX. � . � � 30� � i � 1 � l I � I � a E� � � i � , . -r�r��, � �rom rax� � • � Tot�l Fee Da�e d fieooiPt �_lQZ"ZC�G # of I�ages Plitf Reviewed and,�pprove�l by Dat� I9�ped �'� l/ 4 . -- � . . ParritiE lixplration Daba �1'f � l0 `� . - . ..-.,� ** A![•tlfe Falfowin� �tt�t be cbmpl�d by i:h� elev�tor cohtrac�or ** •. Inacc�sra�bey•ellegble or mi�si�g isAfornl�ki�t vrili c�� a dols7� in th� applir�#ioe proces� .• . .� Ple�s� c�nplete a separate �epplical3on per mnveyance. - . .� . .. : .. _._._ � . ]urisdiclion 8u�ding Pe�mzt # � ...'~''.�� (� ^•~, , ]obAddtrss y`iie� G�/kW�bine �u'.' P'rir►tiEr,r , ---f/G��f • ��]. %d�� Owrler Ws�rt fC��t �Pi��E►�iCs � . . . � Mafling � 7� � 30 � Fa /e ... � �d 16.3 ( • . Phone # �a 3 � y 2b � � � 57� �z�r � �� zg z a � 2 ,�� Dewttnr Cor►tr�sctor C'o /o ra�.l � � �'uSfp►� ,L; f f • .Z.,t � � - V / ' Ma�'ing Ad �re� �/�:C� '.� /2o r rr�cr+ �ur� fr s� • Cd �/SD�( � Pna�e � 97� j .2�5 -- �SI ? � r-�c � ��d ,2y� - 73 �7 � - � ,� , •. • • ■v� ��v� uaaa;ana�vn7 p[W �la[ 7iiQARli 7Vr ilql'aQ01l�'F Hew in�ailation • �.Inl� or �nbact,# �C��fi( - S�Z,�.� �1'�r' ��'' .. �no„ r�r�t,�e.,�m►,e�e�� ar�d��er�,�acavc� "t�escribe worlc �a: fx�f n e►.+ [',u�t�rt . • �/etra./a� �'li�,a . - -�esr�v.�1�. i �"fe.v�. I herebY ceHify tl�ac I havQ read�and��ami�ed �is applira6ior� a�,d kncw ti�e s�rne ed be m�e aY�a aorrec� al provislons d laws and ardina�oes govern�g this type af work wnl be.mmpiied wfih whetf� spedfied herdn.or net ihe gtar�tiig oC a pq,�mlt daes ' nat prrsta�tt tio g Ne ault�ocity to v!olate or tanoal the provisfatss of �y oth� sbbe or local law.regulating oo�tnutinn w the pe�fexman� af n. ' � � � . I o� . . �11�1At iN!� � aTrON FE� . Pa�ssereger ar f�iglK e(evvoor, lu�la,. eae�laoor, moviag wstk: Up tio and U�duding �50..DQ0 af v.alu�tivn s;375.00 . Over #S�.Q� of° valuat3at =�3�R.00 pus ¢7.00 for �ch $1,OQ0.00 or fracban ther+eof o�oer �.50,000.00 - .. L.Ifki D�anbwaibec or p*ivabe residenoe ele+nalbe: • Up to ar�d indudn9 #2Q.ODb M vahr�lion =$2iS.00 ovtr �n,oao oF va�on =�xso.o�o au� #4.w ror �cn $1,OOD.Od or fra�on thereaP over �20,O�a.OD ' MA7dR �.TERATIOH 1+�� Fees for m�jor.siE�rotforo shaU be as set tbrtll In•7a6k 3-A of ihe Utybt'rti1 Adrna�istrative Cnde or TaWe 1-A. v�tu►rroN �; ?�77. � . � raTa. � 3v?• �o �levabpr plan review at�d fieEd inspe�ciions wili be aonduebed by ftte Notth�rest Cvforado Cbccndl af Gov+�rnments. Plat�s will be fon�varded ta NWCCaG fo� revfew and ap�iroval. SShsduie insped�ons by aantading the NWLppG E]CVat�r inspettor at 970-4�8-0295 ext 108. ' • , . .� r � _ � � / I 0 L:I � MAR 3 1 �B w��wre'* P*_�iG Received Fax : Feb 19 2008 10:43AM Fax Station • Wvnton Develoonent LLC D 2 Feb,19. 2008 11:40AM EAGLE VALLEV TEMPS No,�� p 2�� ;� n � • �utlOns .inc ENG�NEERINC Letter of Record Date: O;t.18.08 T�; Nlynton Development T��wn of Vail Building Department ?�iect/Job Number. L��t 3 Bighorn Subdivision (4418 Columbine Drive) Job # 0208-05 Po eox za�a AVON. CO 81620 PH 870.949 7100 F�(. 970.948 3377 This "Letter of Record" is in regards to the soil nailed walls indicated on sheet S2 of the above ►rientioned project The east side units soil nailed walls were constructed by Great Divide Constn,ction, Ir�c, and should have followed all recomfnendations provided by the Hartmann Engineering, Inc. report, d:3ted June 14, 2006. All test resuits and soil nail placements can be obtained by Great Divide Construction, Inc. The wall placement appears to be in the location as indicated on sheet S2 of the fc�undation pl�n, The west side units soil nai►ed walls were constructed by, Inc. and should have fullowed all recommendations provided by Yeh and Associates, Inc. layout plans, dated January 29, 2�107. All test resulCs and soil nail placements can be �btained by Advanced Foundation Systems, Ino, The wall placement appears to be in the locatfon as indicated on sheet S2 of the foundation plan The NISE backfill wdll located to the west side of the west unit was construcEed by Slaton Brothers and sltould have followed al) recommendations provided by Yeh and Associates, Inc. layout plans dated August 29, 2007. The MSE wall placement appeared to be in the correct location as indicated on Yeh a�d Associates Sheet X3.0 of the MSE Backfill Wall construction documents. If there are any questions or concems please call me at (970)-949-7100. M�L ,Ba�kfi�� Wall Lot 3, Bighorn Sub. 3rd �I dd. 44 � 8 Columbine Drive ��Yeh and Associates, Inc. Consultin8 Enginoas �t Scientiate 5700 E. Bvens Aveaue Denver, CO 80222 phone: (303)781-9590 Fax: (303) 781-9583 Vail, Colorado Index of Drawings X 1.0 Cover X 2.0 General Notes X 3.0 Plan View - Modified Sheet S2 X 4.0 Elevation View X 5.0 Typical Section �et Revlsion �� r d�� $ �� S� ?l \?4i ��A� e� �� w��... °'""°'�'"` Cover Sheet ��c �� 47-01Z a.w� ur. o.e.: PFGA � wuyu,e �, som �u commbm. or�w � �' pgM Vall, Cobndo ShsetNam6� x uo � Q•� FiecKpl � MATE?fAL �. � e,da+u sox 1 t.t B�cMAlBoil phad Dslow �nd b�hind MSE t�ch�o bloda sMl mntth� foAowMp � p�rt • s puamp th� No.+O it�w �haN h�r� � 9quid Iknit not nces�ding 35 p�R�ed md a pinddy ind�x not sxc��dlnp� 6p�rc��d vvh�n w�bd in sccordma w�th AS'TM D43iB. 12 MSEFacing 9oek� 12.1 M3E facNp 61odo shdl M MESA bloeb or punN�M. m�wf�edndfor MSEwetl eon�Uueuon �ed ap�bb d d�vsbpinp � mmimum int�r6toek sluu �tn ri of 9C0 16� �r R wIM w wthout pwt� nfifo�esm�nt� in�talhd 6�twNn bbcla. 12.2 3h�ar dip� orpm�. Providad byth� rranufadurr. �h�p b� MxaM�d b�twun th� fsdnq krloeks.lo afd 'm block �ipnrn�nt �nd inenasinp int�rf�a aMv b�twwn blodu. 12.3 Vads �nd within-th� M8E t�dny bixlu tha! b� f��d wuh � dsan p�pn� confortninp to th� Wnck mmuf�cturae pnddion nquuam�rt- i.3 Conrnb 13.i Catin-RMcs concnM sopinp sMN Iw form�d on ttu tog row d MEE taanp blodce. n ne�d�d. 1.3.4 Ths cona�l� �h�ll nach � mintnum 1& d�y compr�uk�� n{�th of f,000p�i tut�d m�ceordane� wdh A9TM C39 md wndin a ma�nmum coner� �ppnpsb sia� of 318 inch. 13.3 ConenU th�ll conhin aK mtralnm�nt •uB�bl� ior �vw s�own �n �ewrdsnc� wih AC12Gt. 1.3.4 hi��amum h�iyht ot mpiny sluA b� 10 inches. 1.3.5 Mmmutrt d�th af eopinp ehall h� 16 inelus. 1.3.6 ToF of copinp shd16� fln'wh�d to � smooth �udac� �uiubb for naivirtp N» pertn�nsnt d�ckfortn {by ofhenj wiCiout produanp atrwa eam.w�sUon�wAh�n tha cophy. ��Yeh and Asaociates, Inc. coneutting Engi�►oere 8c sciemdefa 5700 & Evms Ave,nae Danver, CO 80222 p�ne; (303) 781-9590 Fax: (303) 781-9583 1.4 Wiidotammt 1A.1 Prim�ry and 8econdiryR�nfwo�nMa �h�d b� SynthMk Irtdu�trl��4�A y�ot�xtl�. or �quNabnl. wfth � MARV VYId� WMth T�n�ib 8hm�lh in hoth wup � waR dincEons d 4800 i6dR in accordma wth ASTM D 4696 �nd � minimum flow ntt of 10 Q�VmInIR"2 M �cccrd�na wth ABTM D 4481. 1.4.2 Oahrsniz�d shu mchora �nd concrN� �ncho� sM9 �thch th� prim�ry q�oqodfl� rmiforam�M So 1hs �Aoicr� ha whua spacdi�d to dw �bF � puAout �tnnplh (Une lo�dj d 1800 A�/ft minimum. 20 i�oees_r.�LLU4�4! CONBTRUCTION 2.i Du� ths pramee of ndrtin9 oonstiue6o4 aich ae bu0dfnp wdl�, soli n�l wdh and I�ry� eobbNs! bouldv� aq��aM to fR�. th� rmkmurtp►oc��d nutlousfyto wad dam�Qinp �xhtinQ eonRruetion acli n �09 naif�md/orprwiou�yirotal�d ntiforc�d ihda�u he1nQ. 2.2 mdwMh ��ae�im�nchn¢h�� p�einpationa dovm on th� drrivin�t. 2.8 Tha s�utUny found�tion b�cldAl �hai b� bv�Nd to sRprwdmately Elsvetlon BSBY�' (a ma�dmum d ] fNt �w� tM mp of spn�d tootinpj �nd d�an�d ef fA d�iK�riow m�e��h (ag�nk�_ bouldr�, Nc ). 2.4 Th� M8E MdcflU w�il ��I h� �mbsdd�d 9-inchn (t-hlxk; tido tho Iw�Ud found�lbn baddiH. 2.5 The found+UOn fdl b�nsah 16a NI� h�nidll rall rhdl b� compscnd tc 95% d 9hndud ProeWr muumum dry dm �ity wdhirt 2K of optlmum moiku� m�aro�dxcn wkh ASfM D898. 2.6 Th� MSE b�ddiA ehtll b� pl�ad M Idts na thid�sr th�n 47nch�a tar hand-op�r�d eompacNon puiPmuR. Th� btckllll sh�N b� pl�ud in honzonlal u�rt and eanp�ct�d �pNnt horimwi aA�ca. B�elddi �hNi b� �ad ud campactad rquanUally from 1h� fsanp bbdw to th� b�k af iho nfiio�emrMs to sd in t�nrion 2.T Th� �dcfiA �hall b� eomWG�d b�i �t 96% oF muimum dry dmalry n d�tumin�d by t!n ABTM D698 (8tandud Prodor`, �t optlmum moidun t 2%. 2.8 Prc� ninfo�eam�rrts ss shawn oe 1h� dwwinga - mefudNp wrepPmy Uw 6acIQIN adpant b th� ehotc�t� wall. ,4� rNnfo�rrwnb �+� 100% covus�� md Nt�A �nd irom b�dr��n th� M9E f�caiy blockr io 4��.�hotra� wal. s � �� r `:�Pu ��WAL rc�' Z.8 y�lh�� p�clH�d 1h� rNnforc�m�M�hdl hs anchond to th� �hotc�b f�c� u�ny arpl� ��I �ndconenb anchon. 2.10 Tf» M8E 1aeMp bloels sh�ll b� pimm�d. af nud�d. b flt mu�y �p�inK �hokrk� vrdl �nd buildinp wall �t dt7nr md. u indkahd. Addkbnal y�at��is shsll b� imt�bd at th� cor�ct b�tiw�e tM M8E ficinp bbeks md ahokrN� to prevant aod �mdon b�twwn th� black �nd �hatcnh. 3.0 De81tiN PARAMETERB• 3.7 Sal 8de�gth Paran Ksrs Teble 1 T�Y 1 So� PtemLw Uaed in Inlsme19ta6�llr Anslrs« �Firctlon Cdws(on N�pl+t Soll 3.2 RNr�Pomom�rd R�ductlon F�dor � 0.20 3.3 ANn. I�m�l 8tab�ptY multlPM rndp� FOS � 136 4.0 MIl�'R�1�EOL8 4.1 Fi�id vmmRledon otths M8E b�ddlll w�Ns dFn�ndom, auch u ofab irom buiding waA. hdphls of M8E baelddlwatl and roinFarcemant bnyffia N nqui►�d byth� coMndor. 4.2 Y�h md Aax��. Inc. v� notrNpondbbtor eondueYny construatlon qu�ty eo�fioll��b or �IU oMwntlon�. 4 3��A�aoc(�tmtn aron �hyd�y m c�mnpNw s work ' 4.4 &+vy Contol provW�d by oth�is• 4.5 Stam runofF NNtl b� direcbd �w�yfrom th� MBE backAN rr� and wsi�r ahaB not b� �No+red to fload or pond wthin tM Iim� d tM work dudnp conttrucNon. 4.8 wal�adMp �� w Korm runaFto pond M� 5 Q F..,.. �c.rr ueTCO�e� niieurmcs0 iQLt YrWt��t'R�ta1�i'K�peWQ�atleMa'r Iat�tls �b') IR � '�E oe c" ae �c orammt Pnpww Far: PufChY� o.�,.�� uc �� 27-072 Dnwn by: P� p� Aupwt 2p. 2007 CIMd��E by: � General Notes p�pJ�ot I ShaelN�ba: 1418 ColumbqN Drlw x � Vlll, CobndO ��Yeh and Asaociatea, Inc. (;ppgl11Li1� Etl$IIIGC[B Bt $Cl�t1818 5700 E. Eveae Avame Deavor, CO 80222 phono: (303) 781-9590 Fax: (303) 781A583 ��w a E.s�.0 � w� e.as wa H.u�c A�na eyol BYl�orwWbnFxbmmma IM/Oaia�Yll� MGAI WY I+WR 4 allresthm d�9r0 qn 9�IIIp dIMMb 90 G0 Mic• �.r s�n bm vo da om�rrour o. ar Mu.yrmms-uru.omaarura J6Y kumNron Pln Ypu w AwtlM M J. r0o d 8D41na tr IMmrbn m1'. 1M �W aYbIMwO MWKMAIEbrt.N�wrw Y0 b/ Rdn� a1MM�1on Qafp�Y. LLC wl MMItl NAAtl P�bwf wrWru� AL IDATION PLAN �:,,�_,b � � E� �� $� y �, �� ss��WAI ��` Prep�nd For: Purchw ��, LLC Rq�at NumbM: rr.o�s oi.wn by: � Gnck�a by: �M Plan View - Modified Sheet S2 D�tK Aupw! 2Y. 2007 �� 4116 Columbim OrM �� Vat1, Cobndo .... . � aro�w rwi m AeIM«cw 8hotaeoe shorY+c Trlm Blmlc eo Flt WMh Ap�lnst � � � � � W ��Yeh and Associates. Inc. Coneniting EnBinaeas & Scientiete 5700 E. Bvmie Avenue Danvet, CO 80222 phone: (303) 781-9590 Fax: (303) 781-9583 � q{q�h /yqN gbN ro BMtcrta in hmt d F�dnp &ooia wNh Caronb Anohcn ewry 2-twt (Cih snd onl�. AB PdrtwY RdMaoertierK Iryere In 1M� 3heded Replon i1� �-to he erchorsd b ShoOpete 3halnp � - r �� %` If � r�j� i ��f - �� , Locdlon d Prtrrory RNnlarcemant '(9aaarWary Relnfaroertxnb nd aFown - 8es Typkd 3acllon) npprcodmm Top a cmcrKe CoWro � � = ■ � ��,� ird�lon Beddlll 8687-9') eet Revision ""P'"d � n.Nwm.�. ci.amnr RE Purohw �^�� °'""°�""� Elevation View ��c Pmjsot Numb�r. �� 7�/�'iz � rt-o�s � �� a�aVAl �� om�n er• PRM Aupwt 2Y� �007 P� 447! Columbin� Driw a,.a�.a nr: � v.n, cowraeo Bheet Nombr. z �o �� E�dedor Face, Building W+ MSE Block Secondery Rei�� Wall Layout Line (Final Qrade at Wall F+ Final Grade—� ��Yeh and Associates, Inc. Consultin8 PnSinaere & 3cientista 5700 E. Bveus Avmuo Denva, CO 80222 py�� (303) 781-9590 Fax: (303) 781-9583 Concrete Cep end Shaded Coping Area (by othere) � Fnal Grade Reinforcement —Sheded Area Indicetes Shotcrete Removel Below Final Grade � i � ��Varies from 2-ft to 3-ft � Extend RL to shotcrete face and � wrap. � y �O � 28793 � yi.�, � a� sB��WAI ��` �� a�ro enota.n u�u Npk 8W 8 Cana�b Arc�a� �� Pnpnd For: Purchw °""'��""` Typical Section hoNat Nie�b�r: 27-012 D��wn b1r• PRM �r P� /u�pwt IP, 2007 Mi! Columblm Drlw ��*� �• p� Vdi, Cobrado Bheat Nnmbr. x so �`e,�,rr�ar�ent Soi1.N�!if �a�� Lot 3, Bighorn Sub. 3rd Add. 4� �8 Columbine Drive Vail, Colorado Index of Drawings SP 1.0 SP 2.0 S P 3.0 SP 4.0 S P 5.0 SP 6.0 SP 7.0 SP 8.0 SP 9.0 SP10.0 ��Yeh and Aasociates, Inc. �`�07 � Conaulting Bngineere & Scientiets 5700 E. Evene Avenuo Deav�, CO 80222 Phone: (303) 781-9590 Fax: (303) 781-9583 Cover Generai Notes Plan View - Structure Sheet S2 Plan View - Soil Nail Walls Elevation View Wall YA & YB Elevation View Wall YC, YD, & YE Elevation View Walt YF, YG, & YH Soil Nail Details Drainage Details Tension Test Details �� Purchw Ww1oPm�M, � LLC �� Numb�r. �, � (ss°� �� z�at2 ��IVAL ��\ D� � PRM � � YRM Cover Sheet WM: F�bru�ry 1, 2007 P� 4�16 Columbin� Dr1w �� V�II, Cobntlo �� 1 A SOIL HWL WALL MATEPoAL� 1.1 So1 N�s 1.1.1 Bol NdY NWI ca�l d padW. �PaxY t�NW. ANbrm�A No.10. C�nd� 7� Nr, weh N W�m� AFNn�O br m �.�s ea��a.n�.ar r,.i a �.o�rwna. 1.t.a 801 NN Qat th�N emqM d rwt oanwd a �a�Mn�nl �nA h�w � mMmun 26 dry compnalw Mnplh d 7,M� pd 1.Z SMp D►dm 1.2.7 O�oeaepalM Btr4 Dnln� 76�kidia wld� Nrl b� plwd an 1Z (eol e��. �.a w.a.a wr. r.ene 7.3.1 WNd�tl WM Ftlrle nYforc�tn�rt tl� M on� (1) Yyw af 4x4 W2.�tWZ.Y. 1.4 8hde�b 1,�.1 9hWerM� tla9lrw � mWmun Z6d�y earn pwrM tlnnOlh d� P�G 1.6 MYNbramrt Sv 1 A.1 W W► b�rf �d wAkal tMlNwn �h�q b� �fam�l No. 4 OrrN !0. or �kwnl 2A 1.7 Th� matl Mt NaM not b� �te�v�Md urip 11w diak�b �bov� h d Mpt 16 houn old. s.e on aw eauan un, ur � awns. r r.4r.a..�w abnd uid�rVn boCan dtM shotrnb md twmlwb h p�rlmMU drNn. 3A a.� sa ann�tn P.r.m.an eona Mrmpth k a.�.� na �rrm.t. aeu�ax+a aun.�w r ao �.i. 7.12 TFa aeY pw�mMu� und In d� an eaMdlud Y� 1'�bM 1: T�bM 7!oM hranrEr� W M Y� MeP� � Mdyw I rirlNl � Pikqon CoMMan WNpli 801 q� Tp 160 1 a2 R�das dlMMy as.t tr�nrime�y a.t.�.t aou�o►ww sona �a.rqn� - �.o s.1 Du� IM pnwne� or wtMYp soN nMl wrb �etl 32.1.7 Oroued Nd YMW � 1.82 pry� eabbNslbouW�n �ardtotlds p�oind as3 @�d�l S1�OIRy rqM wd. m• �ece.v.la eun pnxyw aWo�y co as2.t sldhp � �.e pold own�onv�inp aidlor d�m�yYq w� � 322Z Owturtino ■ 2A rbbr pnNOUMy InM�Ntl nYRarad dqknE� 3S3.i MrYp C�p�e=Y' 2b 3.2A OIObM 9ubllty ■ 1.86 (nsuma caMNwour 2Z �� thi W kul�d M bntbnt rid 1:1 lNek4op� a�bow eol fal wdh NnpYr �e thow� on tFr �xMw• 8.3 Lo�np . 2.3 WNdrd v� inMh �lal b� pYad �t Nat 3 Ntetr� 3.3.1 11QhN F.aAh PrMqh `40 Oef 11oe1 tlu e� ha ud tMw �I NMt 3 YIChN of 3.SS MydroeLtle W�dtq ■ naN Y�dkMd x ' Nptarl� eowr. W�ns dmah � b�'1w¢ praMNd iYlp�d" or 1N wt�P fOp�tl1M �o1�K VI� draunhrMiN d�IMI ki�b iMNmum) wIh d 4.0 u� � usn �a MMt 4 aou�wYw +2�Nichw (d NElia /4x4 x� - ------ a.� flra wAle.non orur pouna eonNmna ey 2.4 H� �kp Oro1wd oonAlaM ooaM 1M �1 �xp�rNnnd p�obelMfle�l MqIISM b �e�wllon tlwuM b� Mm buldlMd nquk�d. }bnpY�p � MIMn bNln �tst� nuNIY 42 Ae�uOIIMd� io MN dnlpn nly b� nq�hd WquOporlW �v�lkn fYq. 11w �owW rrls P�ndlnY Mid vulkrlon �dbr P�Mout bStirq myMrn b� YWMA �abp�1� Mi� wdMn d mehas. b�ml b MN �PO►aocillM dal� bptbn prla l0 4.3 Sunny Cairol praNA�d by dMrt. nmw�l af � a�parttp bwm (w �oM 2.7). 4,t Svll P�nmMaaA3►amd eadlo�s provW�d 4.6 IYIY�Nnum hp � for No. 4 w�Nr bv� r by o1hN�. �A. f�� t�. P� 4.6 w�N �r oontr�elofl• wiA b� eamplN�d an tHe 1M �tmo� b�tvw�n � rrN. 7.6 Sa� ra1 n�e �nA pl�Eu my b� Ma1�Md pAm to MiWoM� phaiaat; how�v�r. �hetvd� kH1 oompYay fw ni. rn 6Mina u» phlR ��Yeh and Aasociates, Inc. ConSUltinB EnBmees9 dt Scientieta g�pp g, gvans Aveaua Danver, CO 80222 p}i�e: (303) 781-9590 Fax: (303) 781-9583 Prap�rw Far. � Purchw �.�, LLC vm�t Number. _ / � /yp.'7 � 27-012 Fas { � �,`� a.w„ nr: � �4NAl � c�uac.a ny. � General Notes O�fx F�brwry 1, Z007 �t 4416 Columblm Drlw v�i1, Colorado ahax N�6e: � j�� „ ,. �r�—=' �'. �� I�? �'"7�^'' �.',�.-,;•-�. � �.I „n ,'. �iii� �r�� ,� �i ..:. "`�,l� � `� �' � .+ ��:�p.i. �� •J'.'I . � �� Yeh and Asaociates, Inc. Consulting Engineee dt 3cimtists 5700 E. Svana Avmue D�va, CO 80222 phono: (303) 781A590 Fax: (303) 781-9583 ..,� I I hMf M W.. � � ry � ��a1�R� aiuw•ro � e� �� } �il �srr�iw�� i ` �,� y ' � �i _... � . _,. —�-- '� �s : � i� _—�___ �_ _a ^ ' r � - • � � � L LJ � _ � .. „ I f �i�' .r . a ___ e� L � o � `�, - - �'1 �� p � � � «�.... �; °r - - -� =i1- c°o=n �C n � • � � , •� t A , ` • �� .� .� ..� . . , I .� ,+�� . . • �il� �..:i,_,,,;,�., �: ■ ��:� • j • �. � ��i�� ;.��'��i� �y �� '�' , � , �� `� �,� i�� — �� :��"' ': • _i �=�� .v.��. _- � ° �� _ �� :�„ � , r rou�a►na� nrn �— L �Ib FO�: PYI6hW ' °""'°�"'"` Plan View - Structure Sheet S; ' s uc 28793 P1°h° Ninbio � ',� �� 27-07Y � br• o.ec sB��IVAI ��' PRM F�brwry 1� 2007 �� 4416 Columbin� DrM shr x�e.: � br• p� va16 cola.ao sPa ��Yeh and Asaociates, Inc. Coneultiag Enginoae & Scientieta 5700 & Bvaoe Aveaue Denva, CO 80222 phono; (303) 781-9590 Fax: (303) 781A583 � M1��A' �� '�'�-� ��..��•.�� .�.. . � � / i \ - i � ��o_ Wall YD ar.p.�.a wr: E Purehw D�vdopm�n4 � s LLC ProJ�at Numbx: �,C�, �yl�. ��' 27-01� ? Fss �'� o�.wn br• FRM ��WA1. � �0°k°d � PRAi Wall YE �' � Plan View - Soil Nail Walls Dab: F�brwry 1, ]007 �� 4418 Columblro Driw g�N�� vtl�, co�or.do aFs � I yIr - 8E08'-0' Top d Shc NY Wd Soil Neil Wall by others ee�e�-0' �eonom or aoa raa w.n BuWhq YV�M nw � FTO 9bp'-8' � � BE04'd'. 7' . . � '-, , � ❑ ❑ � � � � ❑ � Wall YA SO ft lonp Soil Nells on a 3'x5' (V:H) patbm � 20 tt lonp 8011 Nalls on a 5'x6' (V:H) patt�m ��Yeh and Aseociates, Inc. (,'ppg111�1D$ Fd1�O0[8 8L S'C10R}.18�8 5700 E. Evaae Avenue Deava, CO 80222 pgione; (303) 781-9590 Fsx: (303) 781-9583 BEI (Top d SW N�I � Locatlon of 30 R aoll nall + Locatbn of 26 R toll nall ❑ Locstlon M 20 ft wll rril � Locetbn of 15 ft eoll nell auWtq w�H Nots: 1) Top of 3011 Nail Weil to be fleld verNkd by contre�or to assure elevetlon Is 2 feet bslow frol pmde. 2) Flrst Row of 3011 Nalls are 1' below Top d 3oli Nell Well to provkfe connectlon tor ho�lzoMal eleb (eee StrucW�e Delell 3l311) Wall YB 15 R lonp Soil NMis on a 5'x6' (V:H) palbm , P�.orw wr � Purchw � °'" �"'"` Elev. View Wall YA & YB � �: �j� � /' 7 jAp � � i7-07i �1� �? ��aNAL �� p�pryvy �, ppp� P� 4418 Columbin� Drlv� cnwcw br• PRM Vdl, Cobndo s�x��: sPe !61 Wall YC 20 ft lonp Soil Naib on s S'x6' (V:H) patbm ��Yeh and Associates, Inc. Congulting RIIgiII0e�8 & SCildltiete 5700 E. Evans Avui�uc D�va, CO 80222 phono: (303) 781-9590 Fax: (303) 781-9583 eeor � Locatbn of 30 R soll -I- Locatlon ot ?b tt wll ❑ Locetlon of 20 R soil � Locatlon of 76 ft aoll 8675-0' (Botlom d 800 NN Wr e�arw ww eeos. �' NOts: t> ToP a son Ne�i wan �o ba nab �rerined by �omr to aswre elevefbn Is 2 feet below fiel y�ade. 2) Flrst Rvw d Soil Nella are 1' below Top of 3011 Nall Wall to provide conneetlon for horizordel slab (see StrucWre Detali 3/311) Wall YD 25 R long Soll Nalis on a 5'xd' (V:H) puttam 3et rcews�on RM�IdW..n c�rok.a M da�a�a� a� r 287�i �+Q, .r x r� F��a1VAl ��` Wall YE 2S it lonp Soil Nalla on a 5'u8' (V:H) patEam r•n-.0 � P�ewrW Fa: Purohw °""� �""� Elev. View Wall YC, YD & YE DraNpnNn L Rolbt M+�br r�-o�z Onwnbf� PRM � PmNct SheetN�bar. F�bruvy 1, 4007 4418 Columbin� Drlv� � � pgM Vdl, Colorado � � Locaaon or 3o n,on ne�� + Locatbn d 28 fl aoN nell ❑ Locetlon of 20 it soll rroll � Locetlon of 16 R soll nell 8678'-0' (Bolbm d SoN Nrl WN � Well YF 20 R lony 8oli Nails on a S'x6' (V:H) patbm ��Yeh and Associates, Inc. Conealting Pagince�s 6t Scientisle 9�pp E, Evene Avenue Denver, CO 80222 phona (303)781-9590 Fax: (303)781-9583 — ease�. eser-0•. ❑ Q ❑ 1 ❑ � aeor-e•. �� Nobe: 1) Top of 8011 Nell Wall to be fleld vertfled by coMractor W essuro elevetlon Is 2 teet below fiel prade. 2) Flrst Row ol80ll Nells ero 7' below Top ot Soll Nall Wall to provids connectlon tor horizordel sleb (aee 3tructure DefeA 3/311) Wall YO 20 R lonp 8011 Ndls on a 5'x8' (V:H) palbrn �s �Q �%� P� �%i/yp ?� f5( ��oNnt �`'�` aeee'e'-0' Wall YH 15 R lonp Soil Nails on a 5'x6' (V:H) pstbm Pipnd For. PYrcllw °'"'°°'"°"` Elev. View Wall YF, YG & YH LLC ProJ�a Nw�Wr: 47-012 or.wn nr: p� � F�bruvy 1. 2007 P� 1418 Columbin� Drlw �N� �h°d`°d by' PRM VNI, Colondo � � !'�!'d/2' MAd 9bN Platw p�dyW Hel� (B� Ola + 1/47. EmWd Fsd Hadra� Y� 9hetwb Ha� Nut r/ wlnr otarrN Fodnp on. (7) a�oonsx�uw. /a a.ram.a wMka .nn.nw eQ wnlna pine.. Tro (2) oontY�uow H d�fam�d rdr ban Mhlnd plola �-lhoipN� or Nal Oraut Epmcy-Caarbd� No. 10. Oradr 7S NI-ThnaA 8� wNh Wnfrd�n �1 `-NaA Orout T�o (7) loy�n o1 M4 M2YxY2Y WMGA YM F�7e MYifaolnY Naad ot € M 9hotantw 3' Min. 3' Nln. FlnLhsd Wall S�ctlon rsr wn Conn�ctor Plate r�r ��Yeh and Associatea Inc. Conaulting Engineae 8c 5cimtisfe 5700 B. Evms Av�ue Denva. CO 80222 pbone: (3p3) 781-9590 Fa�c: (303) 781-9583 ,�, Typbd PmM —��— 1 't-1-1- R.�nrwanv � �.n u/.n� - s ae..w« vu�. s-na�« (e tia�«) Typieal Shotcrete Panel Steel r.r r 28793 �� ,y ?� � s��oN�� ' Edp� af Pm�l, a� nwdd lo� 1.�9th (min) .._ . �.. �..i��d Mhk�Vrlbal 9fIK�n�r p�pr'�d Far. PYR.II�N °'"�"'"� Soil Nail Details ��: r,-0,s ornm by. � pp� p� FNrrwry 1,1007 4116 Columbtn� Drlw a�.ana br: p� v.u, cobndo SheetNumLr. sve Geocompoaite Drain Stripa Centered between offeet nail columna Top of Wall + + + + � + N N N N+ N+ N+ N+ N � ( ( ( � Ground Nails Bottom of Wall 6—R � Geocomposite 5 Drainage Strip Detail Not Ts fod� ��Yeh and Asaociatea, Inc. �'AOS11111II$ Ei1g1IIOQ9 8L $C1EIIU8�8 5700 E. Svans Avc°u° Denver, CO 80222 phone; (303) �81-9590 Fax: (303) 781A583 Battom of Excavation T�ICO� ih/a�� e Toe Drain Not To loeM Shotcrete Facing poaite Drain Strip 3eotextile Againet Ground) i atrip underneath ehotcrete. �II Prp�nd For: Purchw �t � DwNopm�M, Drainage Details uc yh �� Fmpal Nunbsr. � � rr-ou .? �ss�aWAl �� D� � P� F brwry 7, 2007 �� 4N! Columbin� Driw � �' pgM vall. Cobndo Sheet Num6m: svo 1. D��Iqn Tpt Load (DTL) tor proot and wrlftoakion t� � 23 klp� 2. A}br �ucca�ful proof tnt compUtion, cut tat nail off o� far trom 4h� face a� practicol ond flll at mueh oi tM dAll hok a� procGcle with �hotcrsb. Flnl�h �hotcrots to provids a 2' crnx minimum owr tM �nd of th� G�t natl. r�i)N� ►L��L T6T �E��P NOT TO SCALE ��Yeh and Aasociates, Inc. ConeultinB Engineas dt Sci�tiets 5700 E. Svms Avenue D�va, CO 80222 phona (303) 781-9590 Fax: (303) 781-9583 P[aGi Tsat Sch�dul� Load Hold Tim� Incr�m�nt (min) ��) AL� Unttl stcble 0.26DT1 Untfl �tabl� O.S007L Unttl dabl� 0.75DTL UnNI stobl� 1.00DTL U�UI �tabl� 1.23D1L Unttl �tabl� 1.80DTL 10" • AL�IVipmm�nt Load (�0.05DTLJ « R�odlnqt at 1, 2, 3, 4, 3, 8 and 10 min. Hold a� addkbral 50 min. it mowment bstween 1 and 10 min. sxceW� 1 mm (0.04 in.). R�adinq� wsry 10 min. : � .�' . iry �hotcr�b . . ao�k_o�t� ' „! / \ .:. .. �et rcev�sion iuvwom�rr c�wa�a M dlorCorw6uaMon Prm 28793 � � �1 ?� � as��NAI E� 4' '.��.�s) /-/8 Gmd� 75 bar� bar / ntrall:�n ...�,, � F� r 0� �t/��/ � l `�1p' d°nd SACRIFlCIAL. TESi NAIL �� Pro-Productlen V�rlflcal�on Tr4 Seh�dula Lood Hold Tim� Inc�m�nt (min) ��) AL� 1 0.2SOTL 10 0.50DTL 10 0.7SDTL 10 1.00DTL 10 1.25DTL 10 1.SODiL 80 1.75DTL 10 2.00DTL 70 hol� wall �S' �1 P�nd For. Purclw� °'"''°a"""4 Tension Test Setup uc P�opa� Nu�nMr 27-012 ornwn DY PRM �0� � F�bru�ry 1, 2007 �41! Columbin� Drlw � �' p�y Vall. Colondo anes r�ber. iP10 . •n � � • lutions .inc � E N G I N E E R I N G Letter of Record Date: 07.25.06 To: Town of Vail Building Department Chris Gunion (Building Plans Examiner) ProiecbJob Number. Lot 3 Bighom Subdivision (4418 Columbine Drive) Job # 0208-05 PO BOX 2494 AVON, CO 81620 PH. 970.949.7100 FAX. 970.949.3377 This "Letter of Record" is in regards to the following concems that the Town of Vail plans examiner (Chris Gunion) had on the above referenced project. All soil nailed walls indicated on the foundation plan (sheet S2) will be soil nailed by Great Divide Construction, Inc. and should follow all recommendations provided by the Hartmann Engineering, Inc. report, dated June 14, 2006, that has been provide to you. We have reviewed this report with comments conceming certain walls that were not indicated on the report that should be soil nailed. I have been in contact with Burt Hartrnann of Hartrnann Engineering, Inc. and have an understanding that the report is a preliminary analysis. As excavation begins, site visits will have to be made periodically to evaluate the existing conditions. Our office will be in close contact with Great Divide Construction and Hartmann Engineering during the soil nailing process to ensure that the structure can be constructed according to the revised structural plans dated 07-25-06. It has been indicated on plan that the "top of the soil nailed wall not go beyond isolated footing". Also the maximum backfilUvoid requirements and bridging befinreen soil nailed walls and foundation walls have been addressed on specified details as indicated on sheet S2. If there are any questions or concems please call me at (970)-949-7100. � Hartmann Engineering Inc 1266 Texas Avenue Grand Junction, CO 81501 Email burtham(a�,bresnan.net June 14, 2006 Mr. Thomas Weber Great Divide Construction Company P O Box 1292 Gypsum, CO 81637-9708 We enclose our analysis for the soil nailed excavation support for the Purchase Residence, Lot 3, Big Horn Subdivision 4418 Columbine Drive, Vail, Colorado 81657. The permanent concrete structural wall will be furnished and installed by others. We enclose a procedure sheet for control and design of the soil nailed wall during construction because of the lack of mass soil-rock properties design information. We have prepared an analysis of the geometry required for the Soil Nail excavation support wall for each wall section you labeled as, A, B, C, D, E, F, and G, H, I., J, K. These walls were selected from Foundation Plan, S2 of Structural Design Solutions Engineering , P O BOX 2494, AVON. CO 81620, 970-949 3377. Each depth of cut 19' 30' and 40' has a separate analysis set. Each data set has 2 copies of the graphic of the calculated nail geometry and 2 copies of the 6 page analysis data sheets for each depth of cut wall height. The soil nail pattern used in the stability analysis was 5' high and 6' wide. Adjustments of the nail pattern in each corner are planned depending on the nail layout in the corners between adjacent panels. This analysis will be adjusted and completed as the work progresses. Very truly yours, HARTMANN ENGINEERING INC. � Burt E Hartmann, Registered Colorado aE�,sT Town of Va�l aF:r_ M;q;�,9t�`� �� -._-�_,y.� � � �3-� 4 N �� 3aG' a� � � � � � �� D JUN 1 � 2006 TOWN OF VAIL Transmittal Information Purchase Residence-- East Vail, Colorado Excavation support at Elevator Shaft Vail, Colorado June 14. 2006 Burt E Hartmann, Colorado Registered Professional Engineer 5374 The wall must be designed during its construction. Excavation progress will reveal new information. Ground strength data is not available prior to start of construction. Techniques for in-situ soil strength are not available in the typical private laboratory in the region. Testing soils in the field is not simple. Pull testing of completed soil nails on each level will provide guidance for the next level. A preliminary analysis has been made with the CalTrans SNAILZwin program by using assumed values for soils based on our experience in the area. No testing method for in-place soil and rock debris currently exists for the soil and rock mixed talus prevalent on this site. The most important soil parameters are : 1. The ability of the nail to resist pulling out when supporting the given soil mass, 2. The geometry of the soil block reinforced by the soil nails �. Support will be reviewed as each level of excavation and support is completed and new information becomes available. This review will be made by Thomas Weber and I, as needed and from time to time, by significant changes in the soil mass characteristics. Seam and crack mechanics control the soil-rock mass behavior. Rock masses have been deterxnined to behave as an assemblage of rock blocks and should be considered as crack mechanics. The material properties of the intact rock material have very little effect on the mass behavior. The same is true of soil masses which have been disturbed; cracks or seams control the behavior. We will use the following excerpts from my book, Soil Nailing Construcrion version 2.8 Table 4-1 on this project. Field pullout tests on nails as required by the design engineer of record Slope natural angle of repose on surrounding soil slopes is indicative of the internal angle of fricrion in the soil-rock mass forming the slopes in the project area. Soil to grout bond tests in field will used as a part of pull-out tests We will use the CAL-Trans SNAILZWIN program version 3.1.1. or newer versions as they become available. � . . Hartmann Engineering Inc supplement to first submittai drawing for Purchase pro�ect shoring submittal Hartmann Engineering Inc 1266 Texas Ave Grand Junction, CO 81501 970-245-6200 July 25, 2008 PIAN of SN Walt to be shored 1 Of 2 I 15 —O � 19X40 D C � � � � � - � X N � � N iJ , / �0 n�� / �� 2 \� . � \ 9 -f- � � � �. f�. � o, � E � � 1 6' —0' � 0 � � � Note: Add 1 nail at each level �cm° r�e �� and length as adjacent nail on wol'. F PEGISTFR� O q O Q'�;�.P�'�` M H'y`'� °e:� ,� p� � ;� 6JA' : z �--- Town of Vail o�� :� � o�Y '�p� • O l 4 � C�C��1�� s zoos � JUL 2 TOWN C�r� — !`� 2�_�� -I `\�� 6 ��', 0 1 0' N L 1 4' Note: WaII K has small. and 'ccc v.�;:'': extensions. Nails of equai lencih c� c spacing shall be in�talled along .ne same horizontal level to fill ou� t�e pattern as determined in the field. Nail spacing to be no more than 6 feet horizontal and 5 feet ver',ic�, apart. Nail hs will be c'; 'er, �: the lengt �apo��,_ t nails. 5374 File: PURC-3 *************************************************** * CALIFORNIA DEPARTMENT OF TRANSPORTATION * �� * ENGINEERING SERVICE CENTER * ' * DIVISION OF MATERIALS AND FOUNDATIONS * * Office of Roadway Geotechnical Engineering * * Date: 06-14-2006 Time: 10:10:49 * *************************************************** Project Identification - PURCHASE_C_19'_Soil Nailed Wall --------- WALL GEOMETRY --------- Vertical Wall Height = 19.0 ft Wall Batter = 5.0 degree . Angle Length (Deg) (Feet) First Slope from Wallcrest. = 20.0 24.0 Second Slope from ist slope. = 10.0 12.0 Third Slope from 2nd slope. = 20.0 20.0 Fourth Slope from 3rd slope. = 0.0 0.0 Fifth Slope from 3rd slope. = 0.0 0.0 Sixth Slope from 3rd slope. = 0.0 0.0 Seventh Slope Angle. = 0.0 --------- SLOPE BELOW THE WALL --------- There is NO SLOPE BELOW THE TOE of the wall - --------- SURCHARGE --------- There is NO SURCHARGE imposed on the system. --------- OPTION #1 --------- Factored Punching shear, Bond & Yield Stress are used. Page - 1 --------- SOIL PARAMETERS --------- Unit Friction Cohesion Bond* Coordinates of Boundary Soil Weight Angle Intercept Stress XS1 YS1 XS2 YS2 Layer (Pcf) (Degree) (Psf) (Psi) (ft) (ft) (ft) (ft) 1 120.0 36.0 150.0 15.0 0.0 0.0 0.0 0.0 * Bond Stress also depends on BSF Factor in Option #5 when enabled. :� File: PURC-3 ------ WATER SURFACE --------- NO Water Table defined for this problem. --------- SEARCH LIMIT --------- The Search Limit is from 1.0 to 50.0 ft You have chosen NOT TO LIMIT the search of failure planes to specific nodes. --------- REINFORCEMENT PARAMETERS --------- Number of Reinforcement Levels Horizontal Spacing Yield Stress of Reinforcement Diameter of Grouted Hole Punching Shear = 6 = 6.0 ft = 97.0 ksi = 3.0 in = 35.0 kips ---------- (Varying Reinforcement Parameters) --------- Vertical Bar Level Length Inclination Spacing Diameter Bond Stress (ft) (degrees) (ft) (in) Factor 1 20.0 10.0 1.0 1.00 1.00 2 20.0 10.0 5.0 1.00 1.00 3 15.0 10.0 5.0 1.00 1.00 4 15.0 10.0 5.0 1.00 1.00 5 0.0 0.0 0.0 0.00 0.00 6 0.0 0.0 0.0 0.00 0.00 Page - 2 File: PURC-3 Page - 3 MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE � FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) Toe 3.291 6.5 50.2 8.1 84.9 14.6 Reinf. Stress at Level 1= 33.106 Ksi (Pullout controls...) 2 = 33.127 Ksi (Pullout controls...) 3 = 22.348 Ksi (Pullout controls...) 4 = 28.115 Ksi (Pullout controls...) 5 = 0.000 Ksi 6 = 0.000 Ksi MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE ' SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 2 2,2gg 11.3 47.8 15.2 84.3 11.3 Reinf. Stress at Level 1= 23.157 Ksi (Pullout controls...) 2 = 23.299 Ksi (Pullout controls...) 3 = 20.021 Ksi (Pullout controls...) 4 = 27.758 Ksi (Pullout controls...) 5 = 0.000 Ksi 6 = 0.000 Ksi ' MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH � (ft) (deg) (ft) (deg) (ft) NODE 3 2.000 16.2 40.6 14.9 71.6 15.4 Reinf. Stress at Level 1= 17.306 Ksi (Pullout controls...) 2 = 19.848 Ksi (Pullout controls...) 3 = 16.714 Ksi (Pullout controls...) 4 = 26.518 Ksi (Pullout controls...) 5 = 0.000 Ksi 6 = 0.000 Ksi � L. File: PURC-3 MINIMUM SAFETY FACTOR DISTANCE LOWER FAILURE BEHIND PLANE WALL TOE ANGLE LENGTH (ft) (deg) (ft) UPPER FAILURE PLANE ANGLE LENGTH (deg) (ft) NODE 4 1.784 21.0 39.6 16.3 61.7 17.7 Reinf. Stress at Level 1= 12.946 Ksi (Pullout controls...) 2 = 17.455 Ksi (Pullout controls...) 3 = 16.171 Ksi (Pullout controls...) 4 = 26.314 Ksi (Pullout controls...) 5 = 0.000 Ksi 6 = 0.000 Ksi MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 5 1.693 25.8 37.2 22.7 60.6 15.8 Reinf. Stress at Level 1= 5.485 Ksi (Pullout controls...) 2 = 14.781 Ksi (Pullout controls...) 3 = 14.911 Ksi (Pullout controls...) 4 = 25.842 Ksi (Pullout controls...) 5 = 0.000 Ksi 6 = 0.000 Ksi MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 6 1.644 30.7 29.0 17.5 52.3 25.1 Reinf. Stress at Level 1= 2.479 Ksi (Pullout controls...) 2 = 9.092 Ksi (Pullout controls...) 3 = 9.560 Ksi (Pullout controls...) 4 = 23.835 Ksi (Pullout controls...) 5 = 0.000 Ksi 6 = 0.000 Ksi Page - 4 �. 0 J File: PURC-3 MINIMUM SAFETY FACTOR DISTANCE LOWER FAILURE BEHIND PLANE WALL TOE ANGLE LENGTH (ft) (deg) (ft) UPPER FAILURE PLANE ANGLE LENGTH (deg) (ft) NODE 7 1.623 35.5 31.7 16.7 43.8 29.5 Reinf. Stress at Level 1= 1.966 Ksi (Pullout controls...) 2 = 10.810 Ksi (Pullout controls...) 3 = 11.473 Ksi (Pullout controls...) 4 = 24.552 Ksi (Pullout controls...) 5 = 0.000 Ksi 6 = 0.000 Ksi MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 8 1.638 40.3 29.8 18.6 41.8 32.4 Reinf. Stress at Level 1= 0.000 Ksi 2 = 8.055 Ksi (Pullout controls...) 3 = 10.183 Ksi (Pullout controls...) 4 = 24.069 Ksi (Pullout controls...) 5 = 0.000 Ksi 6 = 0.000 Ksi MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 9 • 1.669 45.2 28.4 20.5 40.1 35.4 Reinf. Stress at Level 1= 0.000 Ksi 2 = 5.574 Ksi (Pullout controls...) 3 = 9.118 Ksi (Pullout controls...) 4 = 23.669 Ksi (Pullout controls...) 5 = 0.000 Ksi 6 = 0.000 Ksi Page - 5 � File: PURC-3 MINIMUM SAFETY FACTOR DISTANCE LOWER FAILURE BEHIND PLANE WALL TOE ANGLE LENGTH (ft) (deg) (ft) UPPER FAILURE PLANE ANGLE LENGTH (deg) (ft) NODE10 1.706 50.0 24.6 16.5 38.2 44.5 Reinf. Stress at Level 1= 0.000 Ksi 2 = 4.404 Ksi (Pullout controls...) 3 = 5.862 Ksi (Pullout controls...) 4 = 22.448 Ksi (Pullout controls...) 5 = 0.000 Ksi 6 = 0.000 Ksi Page - 6 ******************************************************************** * For Factor of Safety = 1.0 * * Maximum Average Reinforcement Workinq Force: * * 0.000 Kips/level * ******************************************************************** File: PURF-5 *************************************************** * CALIFORNIA DEPARTMENT OF TRANSPORTATION * * ENGINEERING SERVICE CENTER * � * DIVISION OF MATERIALS AND FOUNDATIONS * * Office of Roadway Geotechnical Engineering * * Date: 06-14-2006 Time: 10:27:26 * *************************************************** Project Identification - PURCHASE_30'_Soil Nailed Wall --------- WALL GEOMETRY --------- Vertical Wall Height = 30.0 ft Wall Batter = 5.0 degree Angle Length (Deg) (Feet) First Slope from Wallcrest. = 20.0 24.0 Second Slope from ist slope. = 10.0 12.0 Third Slope from 2nd slope. = 20.0 20.0 Fourth Slope from 3rd slope. = 0.0 0.0 Fifth Slope from 3rd slope. = 0.0 0.0 Sixth Slope from 3rd slope. = 0.0 0.0 Seventh Slope Angle. = 0.0 --------- SLOPE BELOW THE WALL --------- There is NO SLOPE BELOW THE TOE of the wall - --------- SURCHARGE --------- There is NO SURCHARGE imposed on the system. --------- OPTION #1 --------- Factored Punching shear, Bond & Yield Stress are used. Page - 1 --------- SOIL PARAMETERS --------- Unit Friction Cohesion Bond* Coordinates of Boundary Soil Weight Angle Intercept Stress XS1 YS1 XS2 YS2 Layer (Pcf) (Degree) (Psf) (Psi) (ft) (ft) (ft) (ft) 1 120.0 36.0 150.0 15.0 0.0 0.0 0.0 0.0 * Bond Stress also depends on BSF Factor in Option #5 when enabled. File: PURF-5 --------- WATER SURFACE --------- NO Water Table defined for this problem. --------- SEARCH LIMIT --------- The Search Limit is from 1.0 to 50.0 ft You have chosen NOT TO LIMIT the search of failure planes to specific nodes. --------- REINFORCEMENT PARAMETERS --------- Number of Reinforcement Levels Horizontal Spacing Yield Stress of Reinforcement Diameter of Grouted Hole Punching Shear = 6 = 6.0 ft = 97.0 ksi = 3.0 in = 35.0 kips ---------- (Varying Reinforcement Parameters) --------- Vertical Bar Level Length Inclination Spacing Diameter Bond Stress (ft) (degrees) (ft) (in) Factor 1 30.0 10.0 1.0 1.00 1.00 2 30.0 10.0 5.0 1.00 1.00 3 30.0 10.0 5.0 1.00 1.00 4 30.0 10.0 5.0 1.00 1.00 5 30.0 10.0 5.0 1.00 1.00 6 20.0 10.0 5.0 1.00 1.00 Page - 2 � � File: PURF-5 MINIMUM SAFETY FACTOR DISTANCE LOWER FAILURE BEHIND PLANE WALL TOE ANGLE LENGTH (ft) (deg) (ft) UPPER FAILURE PLANE ANGLE LENGTH (deg) (ft) NODE 4 2.017 21.6 40.5 17.0 71.5 27.2 Reinf. Stress at Level 1= 30.833 Ksi (Pullout controls...) 2 = 33.387 Ksi (Pullout controls...) 3 = 35.942 Ksi (Pullout controls...) 4 = 38.496 Ksi (Pullout controls...) 5 = 47.093 Ksi (Pullout controls...) 6 = 35.330 Ksi (Pullout controls...) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 5 1.825 26.3 39.8 24.0 71.1 24.4 Reinf. Stress at Level 1= 22.289 Ksi (Pullout controls...) 2 = 24.927 Ksi (Pullout controls...) 3 = 27.565 Ksi (Pullout controls...) 4 = 36.629 Ksi (Pullout controls...) 5 = 46.690 Ksi (Pullout controls...) 6 = 35.151 Ksi (Pullout controls...) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 6 1.697 31.0 40.1 24.4 62.2 26.6 Reinf. Stress at Level 1= 18.427 Ksi (Pullout controls...) 2 = 22.841 Ksi (Pullout controls...) 3 = 27.256 Ksi (Pullout controls...) 4 = 36.885 Ksi (Pullout controls...) 5 = 46.855 Ksi (Pullout controls...) 6 = 35.224 Ksi (Pullout controls...) Page - 4 File: PURF-5 Page - 3 MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) Toe 3.526 7.4 40.8 4.9 82.7 28•8 Reinf. Stress at Level 1= 54.158 Ksi (Punching Shear controls..) 2= 53.713 ksi (Punching Shear controls..) 3= 53.269 ksi (Punching Shear controls..) 4= 52.825 ksi (Punching Shear controls..) 5= 52.380 ksi (Punching Shear controls..) 6 = 35.827 Ksi (Pullout controls...) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 2 2.823 12.1 42.7 9.9 79.7 27.2 Reinf. Stress at Level 1= 46.185 Ksi (Pullout controls...) 2 = 47.177 Ksi (Pullout controls...) 3 = 48.170 Ksi (Pullout controls...) 4 = 49.162 Ksi (Pullout controls...) 5 = 50.154 Ksi (Pullout controls...) 6 = 35.853 Ksi (Pullout controls...) - MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH a (ft) (deg) (ft) (deg) (ft) NODE 3 2.329 16.8 39.9 11.0 73.3 29.4 Reinf. Stress at Level 1= 38.855 Ksi (Pullout controls...) 2 = 41.060 Ksi (Pullout controls...) 3 = 43.265 Ksi (Pullout controls...) 4 = 45.471 Ksi (Pullout controls...) 5 = 47.676 Ksi (Pullout controls...) 6 = 35.164 Ksi (Pullout controls...) File: PURF-5 MINIMUM DISTANCE SAFETY BEHIND FACTOR WALL TOE (ft) LOWER FAILURE PLANE ANGLE LENGTH (deg) (ft) UPPER FAILURE PLANE ANGLE LENGTH (deg) (ft) NODE 7 1.655 35.8 36.7 26.8 59.2 28.0 Reinf. Stress at Level 1= 11.891 Ksi (Pullout controls...) 2 = 16.930 Ksi (Pullout controls...) 3 = 22.597 Ksi (Pullout controls...) 4 = 33.703 Ksi (Pullout controls:..) 5 = 44.809 Ksi (Pullout controls...) 6 = 34.315 Ksi (Pullout controls...) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 8 1.617 40.5 34.4 29.5 57.0 29.8 Reinf. Stress at Level 1= 6.128 Ksi (Pullout controls...) . 2 = 11.661 Ksi (Pullout controls...) 3 = 19.259 Ksi (Pullout controls...) 4 = 31.243 Ksi (Pullout controls...) 5 = 43.228 Ksi (Pullout controls...) 6 = 33.612 Ksi (Pullout controls...) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 9 , 1.594 45.3 32.5 32.2 55.1 31.7 Reinf. Stress at Level 1= 0.811 Ksi (Pullout controls...) 2 = 6.763 Ksi (Pullout controls...) 3 = 16.468 Ksi (Pullout controls...) 4 = 29.187 Ksi (Pullout controls...) 5 = 41.906 Ksi (Pullout controls...) 6 = 33.025 Ksi (Pullout controls...) Page - 5 File: PURF-5 MINIMUM SAFETY *� FACTOR 0 � DISTANCE LOWER FAILURE BEHIND PLANE WALL TOE ANGLE LENGTH (ft) (deg) (ft) UPPER FAILURE PLANE ANGLE LENGTH (deg) (ft) NODE10 1.575 50.0 34.0 24.1 46.4 43.5 Reinf. Stress at Level 1= 4.308 Ksi (Pullout controls...) 2 = 12.425 Ksi (Pullout controls...) 3 = 20.541 Ksi (Pullout controls...) 4 = 30.878 Ksi (Pullout controls...) 5 = 42.993 Ksi (Pullout controls...) 6 = 33.508 Ksi (Pullout controls...) Page - 6 • ******************************************************************** * For Factor of Safety = 1.0 * * Maximum Average Reinforcement Working Force: * * 9.709 Kips/level * ********************************�*****************��*�************** File: PURD-4 *************************************************** * CALIFORNIA DEPARTMENT OF TRANSPORTATION * �� * ENGINEERING SERVICE CENTER * * DIVISION OF MATERIALS AND FOUNDATIONS * * Office of Roadway Geotechnical Engineering * * Date: 06-13-2006 Time: 19:54:52 * *************************************************** Project Identification - PURCHASE_D_40' Soil Nailed Wall --------- WALL GEOMETRY --------- Vertical Wall Height = 40.0 ft Wall Batter = 5.0 degree Angle Length (Deg) (Feet) First Slope from Wallcrest. = 20.0 24.0 Second Slope from ist slope. = 10.0 12.0 Third Slope from 2nd slope. = 20.0 20.0 Fourth Slope from 3rd slope. = 0.0 0.0 Fifth Slope from 3rd slope. = 0.0 0.0 Sixth Slope from 3rd slope. = 0.0 0.0 Seventh Slope Angle. = 0.0 --------- SLOPE BELOW THE WALL --------- There is NO SLOPE BELOW THE TOE of the wall ' --------- SURCHARGE --------- There is NO SURCHARGE imposed on the system. --------- OPTION #1 --------- Factored Punching shear, Bond & Yield Stress are used. Page - 1 --------- SOIL PARAMETERS --------- Unit Friction Cohesion Bond* Coordinates of Boundary Soil Weight Angle Intercept Stress XS1 YS1 XS2 YS2 Layer (Pcf) (Degree) (Psf) (Psi) (ft) (ft) (ft) (ft) 1 120.0 36.0 150.0 15.0 0.0 0.0 0.0 0.0 * Bond Stress also depends on BSF Factor in Option #5 when enabled. � File: PURD-4 --------- WATER SURFACE --------- NO Water Table defined for this problem. --------- SEARCH LIMIT --------- The Search Limit is from 1.0 to 50.0 ft You have chosen NOT TO LIMIT the search of failure planes to specific nodes. --------- REINFORCEMENT PARAMETERS --- Number of Reinforcement Levels Horizontal Spacing Yield Stress of Reinforcement Diameter of Grouted Hole Punching Shear = 8 = 5.0 ft = 97.0 ksi = 3.0 in = 35.0 kips Page - 2 ------=--- (Varying Reinforcement Parameters) --------- Vertical Bar Level Lenqth Inclination Spacing Diameter Bond Stress (ft) (degrees) (ft) (in) Factor 1 40.0 15.0 1.0 1.00 1.00 2 40.0 15.0 5.0 1.00 1.00 3 40.0 15.0 5.0 1.00 1.00 4 40.0 15.0 5.0 1.00 1.00 5 30.0 15.0 5.0 1.00 1.00 6 30.0 15.0 5.0 1.00 1.00 7 30.0 15.0 5.0 1.00 1.00 8 20.0 15.0 5.0 1.00 1.00 File: PURD-4 Page - 3 MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) Toe 2.734 8.1 52.0 5.3 82.6 37.8 Reinf. Stress at Level 1= 54.042 Ksi (Punching Shear controls..) 2= 53.579 ksi (Punching Shear controls..) • 3= 53.117 ksi (Punching Shear controls..) 4= 52.654 ksi (Punching Shear controls..) 5= 52.191 ksi (Punching Shear controls..) 6= 51.729 ksi (Punching Shear controls..) . 7= 51.266 ksi (Punching Shear controls..) 8 = 38.065 Ksi (Pullout controls...) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 2 2.509 12.8 55.5 15.8 82.8 30.6 Reinf. Stress at Level 1= 63.669 Ksi (Punching Shear controls..) 2= 63.248 ksi (Punching Shear controls..) 3= 62.826 ksi (Punching Shear controls..) 4= 62.405 ksi (Punching Shear controls..) 5 = 47.380 Ksi (Pullout controls...) - 6 = 48.917 Ksi (Pullout controls...) _ 7 = 54.590 Ksi (Pullout controls...) 8 = 38.662 Ksi (Pullout controls...) � MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE . SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 3 2.194 17.4 52.3 22.8 82.6 27.3 Reinf. Stress at Level 1= 57.753 Ksi (Pullout controls...) 2 = 58.202 Ksi (Pullout controls...) 3 = 58.651 Ksi (Pullout controls...) 4 = 59.100 Ksi (Pullout controls...) 5 = 40.636 Ksi (Pullout controls...) 6 = 46.995 Ksi (Pullout controls...) 7 = 53.354 Ksi (Pullout controls...) 8 = 38.113 Ksi (Pullout controls...) � File: PURD-4 MINIMUM SAFETY FACTOR DISTANCE LOWER FAILURE BEHIND PLANE WALL TOE ANGLE LENGTH (ft) (deg) (ft) UPPER FAILURE PLANE ANGLE LENGTH (deg) (ft) NODE 4 1.968 22.1 46.6 25.7 81.0 28.4 Reinf. Stress at Level 1= 48.929 Ksi (Pullout controls...) 2 = 49.680 Ksi (Pullout controls...) 3 = 50.431 Ksi (Pullout controls...) 4 = 51.182 Ksi (Pullout controls...) 5 = 35.727 Ksi (Pullout controls...) 6 = 43.378 Ksi (Pullout controls...) 7 = 51.028 Ksi (Pullout controls...) 8 = 37.079 Ksi (Pullout controls...) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 5 1.827 26.7 45.9 26.9 74.5 30.1 Reinf. Stress at Level 1= 43.191 Ksi (Pullout controls...) 2 = 45.161 Ksi (Pullout controls...) 3 = 47.131 Ksi (Pullout controls...) 4 = 49.100 Ksi (Pullout controls...) 5 = 35.079 Ksi (Pullout controls...) 6 = 42.900 Ksi (Pullout controls...) 7 = 50.721 Ksi (Pullout controls...) 8 = 36.943 Ksi (Pullout controls...) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 6 1.761 31.4 43.2 21.5 65.5 37.8 Reinf. Stress at Level 1= 39.863 Ksi (Pullout controls...) 2 = 43.537 Ksi (Pullout controls...) 3 = 47.212 Ksi (Pullout controls...) 4 = 50.886 Ksi (Pullout controls...) 5 = 32.961 Ksi (Pullout controls...) 6 = 40.997 Ksi (Pullout controls...) 7 = 49.498 Ksi (Pullout controls...) 8 = 36.399 Ksi (Pullout controls...) Page - 4 File: PURD-4 MINIMUM DISTANCE SAFETY BEHIND FACTOR WALL TOE (ft) LOWER FAILIIRE PLANE ANGLE LENGTH (deg) (ft) UPPER FAILURE PLANE ANGLE LENGTH (deg) (ft) NODE 7 1.689 36.0 34.7 17.5 61.6 45.5 Reinf. Stress at Level 1= 34.250 Ksi (Pullout controls...) 2 = 38.679 Ksi (Pullout controls...) 3 = 43.109 Ksi (Pullout controls...) 4 = 47.538 Ksi (Pullout controls...) 5 = 30.367 Ksi (Pullout controls...) 6 = 34.796 Ksi (Pullout controls...) 7 = 45.128 Ksi (Pullout controls...) 8 = 34.457 Ksi (Pullout controls...) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 8 1.635 40.7 37.1 25.5 60.5 41.3 Reinf. Stress at Level 1= 27.557 Ksi (Pullout controls...) 2 = 32.206 Ksi (Pullout controls...) 3 = 36.856 Ksi (Pullout controls...) 4 = 41.505 Ksi (Pullout controls...) 5 = 26.075 Ksi (Pullout controls...) 6 = 36.266 Ksi (Pullout controls...) 7 = 46.457 Ksi (Pullout controls...) 8 = 35.047 Ksi (Pullout controls...) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 9 1.591 45.3 35.0 27.7 58.6 43.5 Reinf. Stress at Level 1= 22.268 Ksi (Pullout controls...) 2 = 27.298 Ksi (Pullout controls...) 3 = 32.328 Ksi (Pullout controls...) 4 = 37.358 Ksi (Pullout controls...) 5 = 23.659 Ksi (Pullout controls...) 6 = 34.486 Ksi (Pullout controls...) 7 = 45.312 Ksi (Pullout controls...) 8 = 34.539 Ksi (Pullout controls...) Page - 5 �: � File: PURD-4 MINIMUM SAFETY FACTOR DISTANCE LOWER FAILURE BEHIND PLANE WALL TOE ANGLE LENGTH (ft) (deg) (ft) UPPER FAILURE PLANE ANGLE LENGTH (deg) (ft) NODE10 1.560 50.0 33.3 29.9 56.9 45.7 Reinf. Stress at Level 1= 17.247 Ksi (Pullout controls...) 2 = 22.627 Ksi (Pullout controls...) 3 = 28.007 Ksi (Pullout controls...) 4 = 33.387 Ksi (Pullout controls...) 5 = 21.479 Ksi (Pullout controls...) 6 = 32.879 Ksi (Pullout controls...) 7 = 44.280 Ksi (Pullout controls...) 8 = 34.080 Ksi (Pullout controls...) Page - 6 ******************************************************************** * For Factor of Safety = 1.0 * * Maximum Average Reinforcement Working Force: * * 13.344 Kips/level * ******************************************************************** TOWN OF VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-213 5 THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES VAIL FIRE DEPARTMENT OWNER NOTE ALARM PERMIT Job Address: 4418 COLUMBINE DR VAIL Location.....: 4418 COLUMBINE DRNE-#2 Parcel No...: 210112201009 Project No : �- < <� � - C� � � APPLICANT I CONTRACTOR PURCHASE, JOHN LAYTON 754 E POTATO PATCH DR VAIL CO 81657 VAIL ELECTRONICS, LTD. PO BOX 460 MINTURN COLORADO 81645, License: 756-5 VAIL ELECTRONICS, LTD. PO BOX 460 MINTURN COLORADO 81645 License: 756-5 02/20/2008 02/20/2008 02/20/2008 Desciption: NEW FIRE ALARM SYSTEM FOR A NEW DUPLEX Valuation: $2,000.00 Permit #: A08-0011 ��6- (j \Z5p Status . . . : ISSUED Applied . . : 02/20/2008 Issued . . : 02/29/2008 Expires . .: 08/27/2008 Phone: 970-949-4121 Phone: (970) 827-9120 Phone: (970) 827-9120 s+*as�**as*r**rt�*ss*sss�*sss*++r*ss*****►**+ssas*s****+s�*a►*s*ss** FEE S UMMARY ***►**ss***+***s*t***s***s******ss**ss*ss�*s**+*s***s****s++ Electrical---------> $ 0. 0 0 Total Calculated Fees--> $ 3 0 7. 0 0 DRB Fee--------> $ o. o o Additional Fees---------> $ o. o 0 Investigation----> $ o. o o Total Permit Fee-------> $ 3 0 �. o 0 W ilI Call--------> S o. 0 o Paymenu-------------> $ 3 0 7. o 0 TOTAL FEES—> $ 3 0 7. 0 0 BALANCE DUE--------> $ 0. 0 0 ####t4##ti#####t######*F###i}#####Rt###t##i####f#*###t####*►###*###ti###*##�F*##4#####*######►######it#*►######it####f###i##i4####t�##4##f###i#### Approvals: Item: 05600 FIRE DEPARTMENT 02/25/2008 DRhoades Action: AP Approved as noted: 1. Heat detector(s) required in all accessible crawlspaces and in all accessible areas. 2. One set of stamped, approved plans must remain on-site. 3. Other corrections as shown on plans or found during inspections. ###t4K###*#####i###*###i#t4#i#f***##*#}#*##4#4#i##+F####*i###*#t###f##*tR#*####t##*#########*#########t##i###i###########*##Ri#f#t#############*## CONDITIONS OF APPROVAL tt#i##*######s#t####t#t#*##i*t#ti###*i#**####tffit##*######i�t######*t##t##*###4/t#st*#►**#t###*##t*##*####*i####/#*#####*####i#t###*##*######if#f* 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 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 INSPECTION SHALL BE MADE SEVENTY-TWO HOURS IN ADVANfiLr Y T^ ONE A 0-479-2252 FROM 8:00 AM - 5 PM. FOR HIMSELF AND OWNER ***�*****************************************************************+********************** TOWN OF VAIL, COLORADO Statement *****r**�********r*+�********��********�**r****�*******r*�+***********��*******************r Statement Number: R080000219 Amount: $307.00 02/29/200809:02 AM Payment Method: Check Init: LC Notation: #2145/VAIL ELECTRONICS ----------------------------------------------------------------------------- Permit No: A08-0011 Type: ALARM PERMIT Parcel No: 2101-122-0100-9 Site Address: 4418 COLUMBINE DR VAIL Location: 4418 COLUMBINE DRIVE-#2 Total Fees: $307.00 This Payment: $307.00 Total ALL Pmts: $307.00 Balance: $0.00 ********************************************��***************************�****************+* ACCOUNT ITEM LIST: Account Code -------------------- BP 00100003111100 PF 00100003112300 Description Current Pmts ------------------------------ ------------ FIRE ALARM PERMIT FEES 75.00 PLAN CHECK FEES 232.00 ----------------------------------------------------------------------------- ,�c`-�_"�z :'°�¢se p�-� ��[fi ! �-i~ 6 3=c} �_e'x .Gf? �e e e� i�?s :a; p:,ices{ � j � i xa;�r `e }r.zij` e'-�;�� O� lL � ��"� Project #: � U Buitding Per it #: Alarm Permit #: � 970-d79-2135 (Inspections) ��y� TOWN OF VAIL FIRE ALARM PERMIT APPLICATION f`.nmmPrr_.ial R Rpcirlpntial Firp Alarm chnn �irawinac arP rpn��irpri at timg nf 75 S_ FrQntage Etcf_ a�icatEOCt ��iit�E aetct c�e�t �c� in�cece�atit�c� �e�ted are the Vaits �aloradc� 81�r�7 2'� p�� af this #�rrt�r. A�pl�c�t�4� �.►if� �t�t �e acc�pt�d �.rithcwt this infnrrr+a+inn C,S,JMf�Lt t t VALU�i t IUNS f t)K ,PIL/g.KM F�tKMI l 1�abor t� Materiatsi � �/� Firc l�iarm; C� I jl � 'ontact Eagle County Assessors �ce Parcei # �. � D I I Z� b� d�' 9 Job Name: � • � 2 tF4 t 8 �. �4� ��rn �� r.t� D� . Legal Description N Lo_ t: � I B�ock: �S S� Filing: Ov�rners Nampy nt P A,l �dres � e�� t�. N�l o:- F.Q{_ \ 1.::��,'Y QdJ�� % 0 �' Hacares EngV� �n7�fit� Ji'�c�y��GZ- t. a'u�� Detailed Location of work: (i.e., floor, unit #, bldg. #) �1� i i ��- ar visit for Parcel # Job Address: �4-� � • ��-�'�m �'" Nt V'`c� r� ; Gc�. e Subdivision: �, �yi�.� ?� K''�pp, �-1 Phone: �s� Ph ne: � io-�3 c-� � �lyo- `�09- q �' Sc wc-� Detailed descnpti n of work: �f.t,'v'� � G�-�- �-�- v�� J S T'cNV� �a tZ �J -� v� 1�wPQ''`i� Work Class• New � Addition ( ) Remodel ( ) Repair ( ) Retro-fit ( ) Other ( ) � Type of Bldg.: Single-family ( ) Twa-family (x) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( ) No. of Existing �weiling Units in this buiiding: �- ��iVo. af Accommodaiion uniis in this building: I . , . , �ir�s��, a FiS',H, �"1l:gs'cTi rYic;�' 's:,� � i Lri � � �ii i u�r-�. :3 �irF =�'asitiKU r 'ivvir.�n PY1�,1 '°`� •., i 1 �vri � ? v� OiherFees: , -.J �u� a �� .�� ,.�-�� . � ! � i. C T k , �.� . - • -• ■ `e• • -• . • -• ►'� � ��, � �. i�c� I�f�� Y.�,� - • , ' r� � � . i �- i _ _ + ,. --- - - - _ . - -,- �_._ - ,�., Date C��d�`-r`�� - _ ---- .. ---, � , -- �t;� "�, ,� u iI � I i ` r' C�� '��-'__-= �-��.. _ TOWN OF VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2135 VAIL FIRE DEPARTMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ALARM PERMIT Job Address: 4418 COLUMBINE DR VAIL Location.....: 4418 COLUMBINE DRNE-# 1 Parcel No...: 210112201009 Project No : �� _ 6 �� f� OWNER PURCHASE, JOHN LAYTON 754 E POTATO PATCH DR VAIL CO 81657 APPLICANT VAIL ELECTRONICS, LTD. PO BOX 460 MINTURN COLORADO 81645 License: 756-5 CONTRACTOR VAIL ELECTRONICS, LTD. PO BOX 460 MINTURN COLORADO 81645 License: 756-5 Permit # Status . . . : Applied . . : Issued . . . Expires . .: A08-0012 �'S� _ G \ OO ISSUED 02/20/2008 02/25/2008 OS/23/2008 02/20/2008 Phone: 970-949-4121 02/20/2008 Phone: (970) 827-9120 02/20/2008 Phone: (970) 827-9120 Desciption: NEW FIRE ALARM SYSTEM FOR A NEW DUPLEX LJNIT #1 Valuation: $2,000.00 **s**�*+**ts+*s**ts********s*ssass*a�a*s****s�s****s**�s�s�**t*s�s#► FEE S UMMARY s****ss*s*ss*a*s**�r*a+*sss*s�as**s****ss*�**s*s*�as*+taa�s* Electrical--------> $ o. o o Total Calculated Fees--> $ 3 0 �. o 0 DRB Fee--------> $ o. o o Additional Fees--------> $ 0. 0 0 Investigation---> $ o. o o Total Permit Fee-------> $ 3 0 �. o 0 W ill Call---------> $ o. o o Payments----------------> $ 3 0 7. o 0 TOTAL FEES—> $ 3 0 �. 0 o BALANCE DUE-------> $ o. o 0 #t######*►####t####M#ii#i#####*###R�Ft#t�##4/###t*##4*#*###*#*#*#tt*t#**###t######�########ft#R#4#�##4*##M#######**►#######4##i###*#*►t#R##F###*1■ Approvals: Item: 05600 FIRE DEPARTMENT 02/22/2008 DRhoades Action: AP Approved as noted: 1. Heat detector(s) required in all accessible storage areas and in all accessiblE crawlspaces. 2. One set of stamped, approved plans must remain on-site. 3. Other corrections as required upon inspection. ttt*i#+Ft*t*###ft*�F4�F*#########t*####t####t###t###############*t##t#t##t*t####***#it##k*#*#*####***#*#######*##t�F####tf#*#*##f*##############}f##� CONDITIONS OF APPROVAL ■►t*t#►*►#*#####Mf#######f####i#t#i###R#####!######t#####f##########t**#t#ttet###*#####4########i#t#####*#######*#*####i############i#######f##i4 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 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 INSPECTION SHALL BE MADE SEVENTY-TWO HOURS IN ADVA�ICE1BYN'ELE}�'H�NE .¢'f 970-479-2252 FROM 8:00 AM - 5 PM. SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER *****�******�**�**�*�******s****************�********************************************�** TOWN OF VAIL, COLORADO Statement **********�***»��*****�************�*��****************+***+*��******************�*��*r***** Statement Number: R080000196 Amount: $307.00 02/25/200811:03 AM Payment Method: Check Init: DDG Notation: Vail Alarm DBA Vail Electronics 2135 ----------------------------------------------------------------------------- Permit No: A08-0012 Type: ALARM PERMIT Parcel No: 2101-122-0100-9 Site Address: 4418 COLUMBINE DR VAIL Location: 4418 COLUMBINE DRIVE-#1 Total Fees: $307.00 This Payment: $307.00 Total ALL Pmts: $307.00 Balance: $0.00 *****�************�*************�***************�*+***�*********s**�++�************s******** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 FIRE ALARM PERMIT FEES 75.00 PF 00100003112300 PLAN CHECK FEES 232.00 ----------------------------------------------------------------------------- , . APPUCATWN YY{LL NOT BE ACCEPTED !F �OMPLETE OR t1N� 6 D -- , C�� Pro�ect #. Building Pe it Alarm Permit #: 970-479-2135 (Inspections) ��p� TOWN OF VAIL FIRE ALARM PERMIT APPLICATION Commercial � Residential Fire Alarm shop drawings are required at time of 75 S. Frontage Rd. application s� and must indude i�ormation listied on the Vail, Colorado 81657 2"' page of th� . A►pp�cafion vrill nat be accepted wit �� M ;� e �r�forrr�ation. D ��-, I 1 i , d ,�� l FEB 2 0 2008 �� FOR�►n� � � � Fire Alarm Contractor. � ��L ��Gi (�n1�1L5 E-Mail Address: �a i �� L R D Contractor Signature: Tovm of Vail Reg. No.: Contact 5(�- S !�DI,I ��s I�sIJ, �oM � COMPLETE VALUATIONS FOR ALARM PERMIT (Labor � Materiais) l / / . . _ �t=1�L-'�i� � � 1� �o Contact E le Coun Assessors Ofirce at 970-328-8640 or visit www.ea le-count .com for Par�' # Parcel # �/ m/ I 2 a-o / D � Job Name: � � � � �oLu- m� � N � l�R., '� � Job Address: �'� � � �' �'`��B'�N � '�G� I l_ Lb�. Legal Descripfion Lot �j Blodc: C3�'j Filing: Subdivision: �j f�D/�-l�l 3�p, , cve+1 N�.� uh-t,1'u,.a�- A � I G-F, �S�'�S Phone: Engi r: (3 �4- �-4 5 N-�-� E r�. � lt,i.w ��C �2 �3otc I o � 3 Phone' q� a_ � � 9-� o� Z Detailed Location of work: (i.e., floor, unit #, bldg. #) �a-► cd, . Sc��-3 I� ��r Detailed description of work: ��S f �� ft �-A-r�N� S ys ��. M�0 2 N�� 1� Woric Class: New (� Addidon ( ) Remodel ( ) Repair ( ) Retro-fit ( ) Other ( ) Type of Btd9.: Sin91e-fa�lY � ) Two-familY �-h�Y � ) Commercia� ( ) Re.Statxarrt � ) d� � ) No_ of Existing Dweffing Units in this b�: No. of Aveomrtwdation �its in ttws bc�: Does a Fire Alarm Exist: Yes () No ) Does a Fire Sprinkter System Exis#: Yes () No {) d �.�.�...W _.� ....�. , ;,.w� �-w,., w�.w ,��-�C1�? ��`.� i 1�� [31�i .Y*��x�r��x;e�xx��x��ssx�xx��m��xx�e�� \tVart4latatrrio�etF(1[itutC{pFF7fi�flT�+t/[! FiRRRF[7RR r1(i!' ' e• • —• . • :• !I ' ��ii i _ I � �/ i/ I. /� �� ♦ �. _ r I� TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Job Address: 4418 COLUMBINE DR VAIL Location.....: 4418 COLUMBINE DRIVE Parcel No...: 210112201009 Project No : �R�, �_ 6;� 1� OWNER PURCHASE, JOHN LAYTON 754 E POTATO PATCH DR VAIL CO 81657 APPLICANT A-PHASE ELECTRIC, LLC PO BOX 1564 AVON CO 81620 License: 313-E CONTRACTOR A-PHASE ELECTRIC, LLC PO BOX 1564 AVON CO 81620 License: 313-E Permit #: E06-0212 ��--o�aa Status . . . : ISSUED Applied . . : 10/04/2006 Issued . . . 10/04/2006 Expires . .: 04/02/2007 10/04/2006 Phone: 970-949-4121 10/04/2006 'Phone: 970-845-0188 10/04/2006 Phone: 970-845-0188 Desciption: TEMPORARY POWER Valuation: $0.00 � Square feet: 50 ************************************x***�*********************s**** FEE SUMMARY ************xa********************�****************a******** Electrical---------> $ 51. � 5 Total Calculated Fees--> $ 54 . � 5 DRB Fee---------> $0.0o Additional Fees----------> $0.00 Investigation----> $0. oo Total Permit Fee--------> $54 . 75 Will Call--------> $3 . 00 Payments-----------------> $54 . 75 TOTAL FEES--> � $54.75 BALANCE DUE--------> $0. 00 *******�***s************************�*******************s**s*************s********a****��****************s****************s***********:********** Approvals: Item: 06000 ELECTRICAL DEPARTMENT 10/04/2006 shahn Action: AP � Item: 05600 FIRE DEPARTMENT *****�***************:*********�****:**********************************.*********.***************�****�*********************�******************** CONDITIONS OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. **..*****.******.***********.******�:*:*:*:*********************************************�*********.************************************:********* 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 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 INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE TELEPHONE 47 2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF ******************************************************************************************** TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement Number: R060001611 Amount: $54.75 10/04/200603:51 PM Payment Method: Check Init: DDG Notation: A-Phase 2138 ----------------------------------------------------------------------------- Permit No: E06-0212 Type: ELECTRICAL PERMIT Parcel No: 2101-122-0100-9 Site Address: 4418 COLUMBINE DR VAIL Location: 4418 COLUMBINE DRIVE Total Fees: $54.75 This Payment: $54.75 Total ALL Pmts: $54.75 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code -------------------- EP 00100003111100 WC 00100003112800 Description ------------------------------ ELECTRICAL PERMIT FEES WILL CALL INSPECTION FEE Current Pmts 51.75 3.00 ----------------------------------------------------------------------------- APPLICATION WILL NOT BE ACCEP'TED IF INCOMPLETE OR UNSI �� 8� Project #: � �1 �/� E u� g IPP rmi� #:. � �• Ob . �p (�,r � � � e�� . I z �� ' 970-47�-214� (in ons) 75 S. �+omsge Rd. Vail, Colorado 81657 �'OWN OF VAIL ELECTRICAL PERMIT APPLICATION CONTRACTOR INFORMATION COMPLErE SQ. FOOTAGE FOR AREA OF WORK AND VALUATiON OF WORK (Labor 8� Materials) AMOUNT OF SQ FT IN STRUGTURE: C,'CJ � ELECTRICAL VALUATION: **w*s*w****w**,r** ***********:**,�*****FOR OFFICE USE ONLY**********************�*******�,.***** � . �� x j F:\adev�tMS�PERMIT'S�Buiiding�electical�ermi�l1-23-2005.DOC Page 1 of 2 11/23/2005 TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Job Address: 4418 COLUMBINE DR VAIL Location.....: 4418 COLUMBINE DRNE Parcel No...: 210112201009 Project No :-� j� S-�j S— 6�F5 �, OWNER PURCHASE, JOHN LAYTON 09/12/2006 754 E POTATO PATCH DR VAIL CO 81657 APPLICANT A-PHASE ELECTRIC, LLC PO BOX 1564 AVON CO 81620 Permit #: E06-0163 ��- a�6� Status . . . : ISSUED Applied . . : 09/12/2006 Issued . . . 10/04/2006 Expires . .: 04/02/2007 Phone: 970-949-4121 09/12/2006 Phone: 970-845-0188 License: 313-E CONTR.ACTOR A-PHASE ELECTRIC, LLC 09/12/2006 Phone: 970-845-0188 PO BOX 1564 AVON CO 81620 License: 313-E Desciption: ELECTRICAL FOR NEW DUPLEX � Valuation: $0.00 Square feet: 9000 *****x****r***�**************************************************** FEE SUMMARY ************************************************************ Electrical---------> $408 . 25 Total Calculated Fees--> $411.25 DRB Fee---------> $ o. 0 0 Additional Fees----------> $ o. o 0 Investigation----> $0. 00 Total Permit Fee--------> $411.25 Will Call---------> $3 .00 Payments------------------> $411.25 TOTAL FEES--> $411.25 BALANCE DUE--------> $0. 00 ***********a�*****************************************************************************************************a****************�************� Approvals: Item: 06000 ELECTRICAL DEPARTMENT 09/12/2006 shahn Action: AP *******************�***«******************************«*******:*************************:**********************************************«********* CONDITIONS OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. *********************************�:***************�************:********�********:*******************************�**:************�**************** 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 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 INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVA CE BY TELEPH E T 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF ************************************************************************�******************* TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement Number: R060001610 Amount: $411.25 10/04/200603:50 PM Payment Method: Check Init: DDG Notation: A-Phase 2138 ----------------------------------------------------------------------------- Permit No: E06-0163 Type: ELECTRICAL PERMIT Parcel No: 2101-122-0100-9 Site Address: 4418 COLUMBINE DR VAIL Location: 4418 COLUMBINE DRIVE Total Fees: $411.25 This Payment: $411.25 Total ALL Pmts: $411.25 Balance: $0.00. ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ EP 00100003111100 ELECTRICAL PERMIT FEES 408.25 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 J:n-04�06 W:17va Frar�v� aF r�it cawuNirr u�veta�nr ,��,�►a.�.�� .. Q � 0 �� g S. �lO�t�SRd. Yail, OolaRado 81657 Yf04ftlZAa� 1•toi r.w iioui rauo �� , 0 3 8z� ► � �• . � suildn�g Perm➢! �: . �- v c� � �cal Pere�it �; • 970-47l-2i4� } «. .� � .-.� . COMPIIiE �, FOO►TA6E PCR AREA OF 1AlIDRK AND VALtlA'RON OF WORK r�t� a�ouNraF stt Frn+� s�c�: 1k2� �cn�c�..vu.uanonr. �. �'� � i�� S / P� � .�p(� Sr .p� � �O a. rr .t-�.r, _. �.�.odrf-a. _ ]ob Neme � �� _`a > / �� : �� - ---- - . � ,� � � ]ob AddRSS: �. ( � �..�E Subdn�:. �3�� !�t'v' ❑� 3 Wotk Clss� N�w Add�lon �) R�nodei ) R�at� ( l Temp i�er (? �( ) warlc'rype: I�ir� y E�eKo�' � i 8�h () Daes aa Etiu r�oist �t �o�dion: Yes () No ( 'Iype of e1d�: slr+gfe-�► ( ) D�+o+e+c 4 ) ( ) � � ) tteNaura� ( ) ott�r ( ) No. oP 6dstiryg OwdlDg U� in tfNs buildin9: No. df AoonRmodatfon t� I� thls bWding: Te fhts nearmft fer a het tril�� Y�s O NO O _ 0 a F: ' .��oos.aoc Z _ ��i � a � � P� I 113E OlW.lf� *''"�`"*�� :r�rmos 6'd 80Z05�80L6 �!�I u4�f a�� LO 90 80 deS r► . TOWN OF VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-213 5 VAIL FIRE DEPARTMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES SPRINKLER PERMIT Job Address: 4418 COLUMBINE DR VAIL Location.....: 4418 COLUMBINE DRNE-RIGHT SIDE Parcel No...: 210112201009 Project No : �-�b,j _6 3� � OWNER PURCHASE, JOHN LAYTON 754 E POTATO PATCH DR VAIL CO 81657 APPLICANT ALLIANCE MECHANICAL P.O. BOX 1855 EAGLE CO 81631 License: 552-5 CONTRACTOR ALLIANCE MECHANICAL P.O. BOX 1855 EAGLE CO 81631 License: 552-S Permit # Status . . . . Applied . . : Issued . . . Expires . .: F07-0119 �6� -a I 6Z5 ISSUED 09/27/2007 O 1 /18/2008 09/27/2007 Phone: 970-949-4121 09/27/2007 Phone: 970-328-0303 09/27/2007 Phone: 970-328-0303 Desciption: East SIDE OF DUPLEX FIRE SPRINKLER SYSTEM Valuation: $35,000.00 ***��a**t***+*+s�s**s*++*****as****a#�a*s*****+a***r►�*sssa***s**+** FEE S UMMARY **+**ss*►****st***trt*�**sr**+**s**«s***s�***a***s******es** Mechanical---> $ 0. 0 0 Restuarant Plan Review--> $ 0. 0 0 Total Calculated Fees---> $1, 8 3 �. 5 0 Plan Check---> $ 3 5 0. o o DRB Fee---------------------> $ o. o o Additional Fees-----------> S o. o 0 Investigation-> $ o. o o TOTAL FEES--------------> $1, 8 3 �. 5 o Total Permit Fee----------> $1, 8 3 7. 5 0 W ill Call-----> $ o. o o Payments-------------------> S 1, a 3 �. s o BALANCE DUE---------> $ 0. 0 0 •*+++**.as***s**.s:.•s****.ss*a��**►*s.�.**»*s*+**saas***sa*.as:**s.t+.+as***.+*r�.*r**ss*.*ss�***st*s+ss*:***+sss.«st*.�.+s.:***..sa.ss*+ss�s:sr Item: 05100 BUILDING DEPARTMENT Item: 05600 FIRE DEPARTMENT 10/12/2007 DRhoades Action: AP Approved as noted: 1. One set of stamped, approved plans must remain on-site. 2. Accessible crawlspaces may need coverage. Fire Protection Engineer ot record ('. Matthews ot BFPE) shall be consulted by Alliance Mechanical to determine coverage locations. 11/05/2007 mcgee Action: AP Crawl space plans approved as submitted. CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. ..�...,:.,..+.+......:.*+....+...+.+.......,:�,..*,..*+...#.+.:..:..++.......:*..+.f,:+.*.#.*�:+..*:.:..�..�.::.�........+:�.*....++...:.....+::...* 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 information as required is conect. 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 INSPECTION SHALL BE MADE SEVENTY-TWO RS IN ADVANCE BY TELEPHONE AT 970-479-2252 FROM 8:00 AM - 5 PM. _ / OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER *******+�*********************************+******************+***�************************** TOWN OF VAIL, COLORADO Statement ************�***�**************+*+**************�**�***********+**�*******++**�****�**��*** Statement Number: R080000074 Amount: $1,837.50 O1/18/200802:28 PM Payment Method: Check Init: JS Notation: 6413/ALLIANCE MECHANICAL ----------------------------------------------------------------------------- Permit No: F07-0119 Type: SPRINKLER PERMIT Parcel No: 2101-122-0100-9 Site Address: 4418 COLUMBINE DR VAIL Location: 4418 COLUMBINE DRIVE-RIGHT SIDE Total Fees: $1,837.50 This Payment: $1,837.50 Total ALL Pmts: $1,837.50 Balance: $0.00 ******************�*******************�*�*************************************************** ACCOUNT ITEM LIST: Account Code BP 00100003111100 PF 00100003112300 Description SPRINKLER PERMIT FEES PLAN CHECK FEES Current Pmts 1,487.50 350.00 ----------------------------------------------------------------------------- TOJJVN Or` VAIL �FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2135 VAIL FIRE DEPARTMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES SPRINKLER PERMIT Permit #: F07-0120 �_ o�Od Job Address: 4418 COLUMBINE DR VAIL Status ...: ISSUED Location.....: 4418 COLUMBINE DRNE-LEFT SIDE Applied ..: 09/27/2007 Parcel No...: 210112201009 Issued ... 03/07/2008 Project No : -�-,�� J � 6 �g � Expires . .: � �. OWNER PURCHASE, JOHN LAYTON 09/27/2007 Phone: 970-949-4121 754 E POTATO PATCH DR VAIL CO 81657 APPLICANT ALLIANCE MECHANICAL 09/27/2007 Phone: 970-328-0303 P.O. BOX 1855 EAGLE CO 81631 License: 552-S CONTRACTOR ALLIANCE MECHANICAL 09/27/2007 Phone: 970-328-0303 P.O. BOX 1855 EAGLE CO 81631 License: 552-5 Desciption: West SIDE OF DUPLEX FIRE SPRINKLER SYSTEM Valuation: $35,000.00 a�ss:s*****sa*a**+*sssss****tsss*asa*ss�+f�t**►a*s�**�ss:�s+s*s*t*** FEE S UMMARY **********»**s*s*sar**********s***sss*#*s+rs*t******t*****s• Mechanical--> $ o. o o Restuarant Plan Review--> $ o. 0 o Total Calculated Fees---> $1,837.50 Plan Check---> $350. 00 DRB Fee------------------> $0. 00 Additional Fees---------> $o.00 Investigation-> $ o. 0 0 TOTAL FEES--------------> $1, 8 3 7. 5 0 Total Permit Fee--------> $1, 8 3 �. 5 0 W il I Cal I-----> $ o. o o Paymenu----------- $1, 8 3 �. s o -------> BALANCE DUE------> $0. 00 ##i#t#t#*##ttt####i##F###*###i�##fi#4####►#*#/�if/##*Rt1i###4####�#*##*###R####**###t###**########ft##4#####i*t######►4##t##############t#######t Item: 05100 BUILDING DEPARTMENT Item: 05600 FIRE DEPARTMENT 10/25/2007 DRhoades Action: DN BFPE will be resubmitting. l. No coverage shown in the accessible crawlspaces. 2. Many sprinkler heads are shown too tar ott ot exterior walls tor the 12' x 12' listed. 3. Reflected ceiling plans not shown. 11/05/2007 mcgee Action: AP Revisions approved as submitted. Work is subject to field inspection and complaice with Codes. CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. +**a*sst**►sss*a*+*s�s+s***st***s*»a��sssa**s*sa*ra**sssss*ss*sas*ss**a�**s*tst►asasssa�as�ss*****►tss*sss*aa��s�+sasssss**#*�**r*****ss****ssssa 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 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 INSPECTION SHALL BE MADE SEVENTY-TWO HOUR/,�I ADVANCE BY TELEPHONE AT 970-479-2252 FROM 8:00 AM - 5 PM. i� ,. � SIGNATURE OF� OWNER OR CONTRACTOR FOR HIMSELF AND OWNER ********�*��*************************.****��********************++************************* TOWN OF VAIL, COLORADO Statement ****+********��**************�+++*****�***********�***+********************�****+*********** Statement Number: R080000255 Amount: $1,837.50 03/07/200810:11 AM Payment Method: Check Init: LC Notation: Alliance Mechanical Inc 6436 ----------------------------------------------------------------------------- Permit No: F07-0120 Type: SPRINKLER PERMIT Parcel No: 2101-122-0100-9 Site Address: 4418 COLUMBINE DR VAIL Location: 4418 COLUMBINE DRIVE-LEFT SIDE Total Fees: $1,837.50 This Payment: $1,837.50 Total ALL Pmts: $1,837.50 Balance: $0.00 ****�***+*************+**************r********�***************�*****��******************+*** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 SPRINKLER PERMIT FEES 1,487.50 PF 00100003112300 PLAN CHECK FEES 350.00 ----------------------------------------------------------------------------- Entries for Item:5600 - FIRE DEPARTMENT 14:03 10/12/2007 Action Comments B Date AP Approved as noted: DRhoades 10/12/2007 1. One set of stamped, approved plans must remain on-site. 2. Accessibie crawispaces may need coverage. Fire Protection Engineer of record (Perry Matthews of BFPE) shall be consulted by Alliance Mechanical to determine covera e needs and locations. Total Rows: 1 Page 1 �=D7-D��q �C�� IOE.NCE uN � r R �EAST� ya�$ Co�um4��E �R Sep 21 07 10:25a Jessie Reyes 303-933-5904 p.l BFPE P.0.80X 1068 WESTMINSTER, Hydraulics Summary Sheet COLO 80036-1068 Project Information �OT 3, BIGHORI\I SUB. 4418 COLUMBII�IE DRIVE VAIL. COLORADO Contract No: 07-0730 B�ildinq: HOUSE System I0: EAST UNIT Ref. O�auinq No: Construction: COMBUSTIBLE Occupancy; RESIDENTIRL Authorltr; System I�formotion system TyPe; IJET Hydraulics Design Criteria Density: .10 6PM iSqFt Remote Area: 4HOS SqFt Sprinkler Coverage: UARIE SqFt Design Standard: NFPA 13R ' Hazard: Figure: Curve: Sprinklers / Nozzles Monufocturer: TYCO Model: LFII Size: 1 i2 K—Factcr: 4. 2 Temperature Rating: 155 'V � L 1"`11� D�pA►i�� 0 ^ AAa'�wM M �r�ild l� �� Tt�� , � . ��y��, „�„ � uis�,c�'� J��GESS 2,��'pt^ 4 .� --; �w 17912 �: -o • �- Gi ; � � : � 4� . • O • '}�F�'°•.N�..•.G\��,< �� S��NAL EN °�l�c / �� Desiener: JR Calc By: JR Oate: 9i21 i07 Hyd�oulics Information Dernand... Spr Req'd Pres: 30.74 PSI Spr Req'd Flow: 79.97 GPM Add'I Flows: 0.00 GPM Hose ot Srce: 0.00 GPM Totol Flew: 79.97 GPM Total Pres: 30.74 PSI Static Elev: 0.00 Ft Supply... Water Flow Test Static: 36.00 PSI Residual: 13.00 PSI Oty FlowinA: 585.00 GPM Elevation: 0.00 Ft Dofe:-------- Time:-------- By_ CONTRACTOR Pump Dato Rated: 100 PSIC� 90 GPM Boost Pres: 60.89 PSI Discharee Pres: 60.89 PSI Discharge Flow: 79.97 GPM Combined Static: <NA) PSI Residual: (NA) PSI Oty Flowtng: <NR> GPM Available... P) 35.42 PSIC� 79.97 GPM F) 30.74 PSIL� 263.68 GPM Margln... Pressure: 4.68 PSI Flow: 183.71 GPM mc� DynomTcs Gorporotion "'�"'C'.dp�T�1992. A1 Rlp�ts R�s�rv�d 7700 HydrOUlics .-. � a ... m 1 � N N m � a LOT 3, BI GHORN F�N: LOT3BI G2. HYD SIGMA OYNAMICS CORP. 7700 Suppiy / Demand Graph 50 96 96 Margin qq Pressure 4.68 PSI 92 Flou 183.71 GPM 90 38 36 • 39 32 30 � 28 26 29 22 20 18 l6 14 • 12 10 6 9 S 2 Q L85 100 200 300 900 500 600 700 B00 900 1000 WaFer Flow (GPM) System Dernand.. Sprinkler Demand 30.74 PSI C� 79.97 GPM Additional Flous 0.00 �PM Hose ac Source 0.00 GPM Total Demand 30.74 PSI � 79.97 GPM Woter Supply.. Static 36.00 PSI Residual 13.00 PSI C� 585.00 GPM Elevation 0.00 PSI Booster Pump.. Pump Rating 100.00 PSI � 90.00 GPM Discharge 60.89 PSI C� 79.97 GPM Boost 60.89 PSI C� 79.97 GPM Suction 0.00 PSI C� 79.97 GPM Sep 21 07 10:25a Jessie Reyes 303-933-5904 p.3 SUBMITTAL SERIAL N0:2016HY1 LOT 3, BIGHORN FN: LOT3BIG2.HYD 4418 COLUMBINE DRIVE VAIL, COLORADO LEVEL 8630 FLOW TEST RESULTS Water Supply STATIC 36.00 PSI RESIDUAL 13.00 PSI @ 585.00 GPM Booster Pump CHURN 100.00 PSI RATING 100.00 PSI @ 90.00 GPM RESIDUAL 65.00 PSI @ 135.00 GPM CITY PRESSURE AVAILABLE AT 80.0 GPM SUNIlKARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K-FACTOR PRESSURE 130 20.61 15.00 4.20 24.09 131 20.29 15.00 4.20 23.35 132 19.86 15.00 4.20 22.37 133 19.20 19.20 4.20 20.90 35.42 PSI TOTAL WATER REQUIRED FOR SYSTEM 79.97 GPM TOTAL WATER REQUIREMENT 79.97 GPM PRESSURE REQUIRED AT 0 30.74 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.09 PSI MAXIMUM VELOCITY IN PIPES 14.01 FPS 09-21-2007 PAGE 1 Sep 21 07 10:25a Jessie Reyes 303-933-5904 p.4 SUBMITTAL SERIAL N0:2016HY1 LOT 3, BIGHORN FN: LOT3BIG2.HYD 4418 COLUMBINE DRIVE VAIL, COLORADO LEVEL 8630 09-21-2007 PAGE 2 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 33 133 1.055 L 0.50 C=150 PT 20.90 (133) Q 19.20 F=E F 3.00 PE -0.22 32 33 4 BN 1.055 19.20 BN ------------------ 32 132 Q 19.86 31 32DQ 19.20 Q 39.06 ------------------ 31 131 Q 20.29 30 31DQ 39.06 Q 59.36 ------------------ 30 130 Q 20.61 15 30DQ 59.36 Q 79.97 14 15 Q 79.97 13 14 Q 79.97 12 13 Q 79.97 1.055 BN 1.291 BN 1.055 BN 1.527 BN 1.055 BN 1.527 FM 1.527 FM 1.527 FM 1.527 FM T 3.50 0.0777 PF 0.27 L 19.16 C=150 PT 20.95 ( 33) F=0/E F 3.00 PE 0.00 T 22.16 0.0777 PF 1.72 PT 22.67 ( 32) L 0.50 C=150 PT 22.37 (132) F=T F 5.00 PE -0.22 T 5.50 0.0827 PF 0.45 L 9.25 C=150 PT 22.60 ( 32) F=0/E F 3.00 PE 0.00 T 12.25 0.1081 PF 1.32 PT 23.92 ( 31) L 1.16 C=150 PT 23.35 (131) F=T,E F 8.00 PE -0.22 T 9.16 0.0860 PF 0.79 L 9.06 C=150 PT 23.92 ( 31) F=T F 7.00 PE 0.00 T 16.06 0.1035 PF 1.66 PT 25.58 ( 30) L 8.16 C=150 PT 24.09 (130) F=T/2E F 11.00 PE -0.22 T 19.16 0.0886 PF 1.70 L 6.92 C=150 PT 25.57 ( 30) F=E/T F 11.00 PE 0.00 T 17.92 0.1797 PF 3.22 L 10.00 C=150 PT 28.79 ( 15) F=E F 4.00 PE 4.33 T 14.00 0.1797 PF 2.52 L 8.43 C=150 PT 35.64 ( 14) F=T F 7.00 PE 0.00 T 15.43 0.1797 PF 2.77 L 18.16 C=150 PT 38.41 ( 13) F=2E F 8.00 PE 0.00 T 26.16 0.1797 PF 4.70 Sep 21 07 10:26a Jessie Reyes 303-933-5904 p.5 SUBMITTAL SERIAL N0:2016HY1 LOT 3, BIGHORN 4418 COLUMBINE DRIVE VAIL, COLORADO LEVEL 8630 Location Flow Pipe in Size From To GPM IN 11 12 1.527 Q 79.97 FM 9 11 1.527 Q 79.97 FM 7 9 1.527 Q 79.97 FR 6 7 FN: LOT3BIG2.HYD Fittings & Devices L F=T F T L F=E/T F T L F=E F T 09-21-2007 PAGE 3 Equiv Friction Pressure Length Loss Summary Ft PSI/Ft PSI 10.00 C=150 PT 43.11 ( 12) 7.00 PE 4.33 17.00 0.1797 PF 3.05 12.83 C=150 PT 50.49 ( 11) 11.00 PE 0.00 23.83 0.1797 PF 4.28 9.00 C=150 PT 54.77 ( 9) 4.00 PE 3,.68 13.00 0.1797 PF 2.34 PT 60.89 ( 7) Q 79.97 PUMP RATED PRESSURE 100.00 PSI PUMP RATED FLOW 90.00 GPM DISCHARGE PRESSIJRE 60.89 PSI PR. AVAIL. @ 79.97 GPM = 100.00 PSI SUCTION PRESSURE O.UO PSI 5 6 Q 4 5 Q COMMENT: 3 4 Q 2 3 Q COMMENT: 1 2 Q 0 1 4 BOOST 60.89 1.527 L 2.00 C=150 PT 0.00 ( 6) 79.97 F=GV F 2.00 PE 0.00 FR T 4.00 0.1797 PF 0.72 1.527 L 25.00 C=999 PT 0.72 ( 5) 79.97 F=0 F 0.00 PE 10.83 FR T 25.00 0.0054 PF 0.14 REDUCED PRESSURE BACKFLOW PSI LOSS SHOWN IN ELEV. 1.527 L 2.00 C=150 PT 11.69 ( 4) 79.97 F=0 F 0.00 PE 0.00 FR T 2.00 0.1797 PF 0.36 1.527 L 23.00 C=999 PT 12.05 ( 3) 79.97 F=0 F 0.00 PE 9.97 FR T 23.00 0.0054 PF 0.12 PRESSURE REDUCING VALVE PSI LOSS SHOWN IN ELEV. 1.527 L 2.00 C=150 PT 22.14 ( 2) 79.97 F=GV/T F 9.00 PE 0.43 FR T 11.00 0.1797 PF 1.98 1.959 L 85.00 C=150 PT 24.55 ( 1) 79.97 F=T,GV,2E F 31.00 PE 0.00 UN T 116.00 0.0534 PF 6.19 Sep 21 07 10:26a Jessie Re�es 303-933-5904 p•6 BFPE P.O.BOX 1068 WESTMIPISTER. Hydraulics Summary Sheet COLO 80036-1068 Project Information LOT 3. BIGHORN SUB. 4418 COLUMBINE DRIVE VAIL, COLORADO Contr act No: 07-D730 Buildi�q: HOUSE System I0: ERST UNIT Ref. Drauinq No: Co�struction: COMBUSTIBLE Occupancy: RESIDENTIAL AuN�orlfr: Systern Information System Type: UET Hydroulics Design Criteria Density: .10 GPM iSqFt Remote Areo: 4HDS SqFt Sprinkler Coverage: 12X12 SqFt Design Standord: NFPR 13R Nozard: Ftgure: Curve: Spri�klers / Nozzles Manufacturer: TYCO Model: LFII Size: 1 i2 K—Fac tor: 4 . 2 7emperature Roting: 155 Designer: JR Calc By: JR Dote: 9 i 21 i 07 Hyd�aulics Informotion Demand... Spr Req'd Pres: 29.69 PSI Spr Req'd Flow: 75.05 GPM Add'I Flows: 0.00 GPM Hose at Srce: 0.00 GPM Total Flow: 75.05 GPM Totai Pres: 29.69 PSI Static Elev: 0.00 Ft Supply... Water Flow Test Static: 36.00 PSI Residual: 13.00 PSI pty Flowing: 585.00 GPM Elevation: 0.00 Ft Dote:-------- Time:-------- By: CONTRACTOR Pump Data Rated: 100 PSIC� 90 GPM Boost Pres: 93.74 PSI Discharge Pres: 93.74 PSI Dlscharge Flow: 75.05 GPM � Combtned Stotic: CNA) PSI Resldual: CNR) PSI Qty Flowing: <NA> GPM Available... P) 35.46 PSIC� 75.05 GPM F) 29.69 PSIC� 291.01 GPM Margin... Pressure: 5.80 PSI Flow: 215.96 GPM Sigmc� �ync�mics Corporatior� � CopYrlphF 1992. AB faphhs Rec�rv�d 7700 Hydroulics � � a � d L 3 � � m L a 50 9e 96 99 92 90 38 3b 3S 3� 3f 2E 2� 2� 2; 21 1 1 ] 1 1 LOT 3, BI GHORN FN: LOT3BI G 1. HYD 7700 Sueclv / Demand Graph SIGMA �YtVAMICS CORP. - Margin Pr essur e 5.80 PSI Flou 215.96 GPM � I I i 1 � ] 3 5 9 � 2 0 6 9 S Z t.85 � 100 200 300 900 500 600 700 B00 900 1000 Water Flow (GPM) System Demand.. Sprinkler Demand 29.69 PSI � 75.05 GPM Additional Flous 0.00 GPM Hose at Source 0.00 GPM Total Oemand 29.69 PSI C� 75.05 6PM Water Supply.. Static 36.00 PSI Residual 13.00 PSI � 585.00 GPM Elevation 0.00 PSI Booster Pump.. Pump Ratinq 100.00 PSI C� 90.00 GPM Discharge 93.74 PSI � 75.05 GPM Boost 93.74 PSI C� 75.05 GPM Suction 0.00 PSI @ 75.05 GPM . � �o � N r 0 . J r O N � or v r� N � �• fD � �D � fD � � O � to � � � tD O � � v Sep 21 07 10:26a Jessie Reyes 303-933-5904 p.8 SUBMITTAL SERIAL N0:2016HY1 LOT 3, BIGHORN FN: LOT3BIGI.HYD 4418 COLUMBINE DRIVE VAIL, COLORADO LEVEL 8630 � FLOW TEST RESULTS Water Supply STATIC 36.00 PSI RESIDUAL 13.00 PSI @ 585.00 GPM Booster Pump CHURN 100.00 PSI RATING 10�.00 PSI @ 90.00 GPM RESIDUAL 65.00 PSI @ 135.00 GPM CITY PRESSURE AVAILABLE AT 75.1 GPM SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K-FACTOR PRESSURE 101 19.61 18.00 4.20 21.80 102 18.94 18.00 4.20 20.33 103 18.51 18.00 4.20 19.42 104 18.00 18.00 4.20 18.37 35.48 PSI TOTAL WATER REQUIRED FOR SYSTEM 75.05 GPM TOTAL WATER REQUIREMENT 75.05 GPM PRESSURE REQUIRED AT 0 29.69 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.07 PSI MAXIMUM VELOCITY IN PIPES 13.15 FPS 09-21-2007 PAGE 1 Sep 21 07 10:27a Jessie Reyes 303-933-5904 P•9 SUBMITTAL SERIAL N0:2016HY1 FN• LOT3BIGI.HYD LOT 3, BIGHORN • 4418 COLUMBINE DRIVE VAIL, COLORADO LEVEL 8630 09-21-2007 PAGE 2 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 27 104 1.055 L 0.50 C=150 PT 18.37 (104) Q 18.00 F=E F 3.00 PE -0.22 gN T 3.50 0.0689 PF 0.24 2g 2� 1.055 L 9.06 C=150 PT 18.39 ( 27) Q 18.OU F=T/2E F 11.00 PE -0.22 gN T 20.06 0.0689 PF 1.38 6 26 103 1.055 Q 18.51 BN 25 26DQ 18.00 1.291 Q 36.51 BN 25 102 1.055 Q 18.94 BN 24 25DQ 36.51 1.527 Q 55.45 BN 24 101 1.055 Q 19.61 BN 23 24DQ 55.45 1.527 Q 75.05 BN 22 23 1.527 Q 75.05 FM 21 22 1.527 Q 75.05 FM 20 21 1.527 Q 75.05 FM PT 19.55 ( 2 ) L, 2.16 C=150 PT 19.42 (103) F=0/E F 3.00 PE -0.22 T 5.16 0.0726 PF 0.37 L 10.33 C=150 PT 19.57 ( 26) F=0 F 0.00 PE 0.00 T 10.33 0.0954 PF 0.99 PT 20.56 ( 25) L 0.50 C=150 PT 20.33 (102) F=T F 5.00 PE -0.22 T 5.50 0.0757 PF 0.42 L 7.50 C=150 PT 20.53 ( 25) F=T F 7.00 PE 0.00 T 14.50 0.0912 PT 21.85 ( 24) i, 2.33 C=150 PT 21.80 (101} F=0/E F 3.00 PE -0.43 T 5.33 0.0807 PF 0.43 L 1.33 C=150 PT 21.80 ( 24) F=2E F 8.00 PE -0.07 T 9.33 0.1598 PF 1.49 L 12.16 C=150 PT 23•22 ( 23) F=E F 4.00 PE 5.27 T 16.16 0.1598 PF 2.58 I,, g,92 C=150 PT 31.07 ( 22) F=0 F 0.00 PE 0.00 T 8.92 0.1598 PF 1.43 L 4.75 C=150 PT 32.50 ( 21) F=E F 4.00 PE 0.00 T g.75 0.1598 PF 1.40 Sep 21 07 10:27a Jessie Reyes 303-933-5904 p.10 . SUBMITTAL SERIAL N0:2016HY1 LOT 3, BIGHORN 4418 COLUMBINE DRIVE VAIL, COLORADO LEVEL 8630 Location Flow Pipe Fittings in Size & From To GPM IN Devices 19 20 1.527 L Q 75.05 F=E F FN: LOT3BIGI.HYD 18 19 Q 75.05 17 18 Q 75.05 16 17 Q 75.05 15 16 Q 75.05 14 15 Q 75.05 13 14 Q 75.05 12 13 Q 75.05 11 12 Q 75.05 9 11 Q 75.05 7 9 Q 75.05 FM 'I' 1.527 L F=T F FM T 1.527 L F=2E,T/E,T F FN[ T 1.527 L F=E F FM 'I' 1.527 L F=E,T/T,E F FM 'r 1.527 L F=E F FM T 1.527 L F=T F FM 'r 1.527 L F=2E F FM 'r 1.527 L F=T F FM T 1.527 L F=E/T F FM Z' 1.527 F=E F FR T 09-21-2007 PAGE 3 Equiv Friction Pressure Length Loss Summary Ft PSI/Ft PSI 10.00 C=150 PT 33.90 ( 20) 4.00 PE 4.33 14.00 0.1598 PF 2.24 1.92 C=150 PT 40.47 ( 19) 7.00 PE 0.00 8.92 0.1598 PF 1.43 29.00 C=150 PT 41.90 ( 18) 26.00 PE 0.00 55.00 0.1598 PF 8.79 10.00 C=150 PT 50.69 ( 17) 4..00 PE 4.33 . 14.00 0.159.8 PF 2.24 19.25 C=150 PT 57.26 ( 16) 22.00 PE 0.00 41.25 0.1598 PF 6.59 10.00 C=150 PT 63.85 ( 15) 4.00 PE 4.33 14.00 0.1598 PF 2.24 8.43 C=150 PT 70.42 ( 14) 7.00 PE 0.00 15.43 0.1598 PF 2.47 18.16 C=150 PT 72.89 ( 13) 8.00 PE 0.00 26.16 0.1598 PF 4.18 10.00 C=150 PT 77.07 ( 12) 7.00 PE 4.33 17.00 0.1598 PF 2.72 12.83 C=150 PT 84.12 ( 11) 11.00 PE 0.00 23.83 0.1598 PF 3.81 L 9.00 C=150 PT 87.93 ( 9) 4.00 PE 3.68 13.00 0.1598 PF 2.08 Sep 21 07�10:27a Jessie Reyes 303-933-5904 p.11 . . SUBMITTAL SERIAL N0:2016HY1 LOT 3, BIGHORN FN: LOT3BIGI.HYD 4418 COLUMBINE DRIVE VAIL, COLORADO LEVEL 8630 Location Flow Pipe Fittings Equiv in Size & Length From To GPM IN Devices Ft 6 7 . Q 75.05 pUMP RATED PRESSURE 100.00 PSI PUMP RATED FLOW 90.00 GPM DISCHARGE PRESSURE 93.74 PSI PR. AVAIL. @ 75.05 GPM = 100.00 PSI SUCTION PRESSURE 0.00 PSI 09-21-2007 PAGE 4 Friction Pressure Loss Summary PSI/Ft PSI PT 93.74 ( 7) BOOST 93.74 5 6 1.527 L 2.00 C=150 PT 0.00 ( 6) Q 75.05 F=GV F 2.00 PE 0.00 FR T 4.00 0.1598 PF 0.64 4 5 1.527 L 25.00 C=999 PT 0.64 ( 5) Q 75.05 F=0 F 0.00 PE 10.83 FR T 25.00 0.0048 PF 0.12 COMMENT: REDUCED PRESSURE BACKFLOW PSI LOSS SHOWN IN ELEV. 3 4 1.527 L 2.00 C=150 PT 11.59 ( 4) Q 75.05 F=0 F 0.00 PE 0.00 FR T 2.00 0.1598 PF 0.32 2 3 1.527 L 23.00 C=999 PT 11.91 ( 3) Q 75.05 F=0 F 0.00 PE 9.97 FR T 23.00 0.0048 PF 0.11 COMMENT: PRESSURE REDUCING VALVE PSI LOSS SHOWN IN ELEV. 1 2 1,527 L 2.00 C=150 PT 21.99 ( 2) Q 75.05 F=GV/T F 9.00 PE 0.43 FR T 11.00 0.1598 PF 1.76 0 1 1.959 L 85.00 C=150 PT 24.18 ( 1) Q 75.05 F=T,GV,2E F 31.00 PE 0.00 UN T. 116.00 0.04'75 PF 5.51 PT 29.69 ( 0) TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 l�[�� Job Address: Location.....: Parcel No...: Legal Description: Project No : DEPARTMENT OF COMMUNITY DEVELOPMENT THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT 4418 COLUMBINE DR VAIL 4418 COLUMBINE DRNE 210112201009 -�� os- � � � OWNER PURCHASE, JOHN LAYTON 754 E POTATO PATCH DR VAIL CO 81657 APPLICANT A.L. PLUMBING & HEATING, PO BOX 716 125 RACHEL LN BRECKENRIDGE CO 80424 License: 367-M CONTRACTOR A.L. PLUMBING & HEATING, PO BOX 716 125 RACHEL LN BRECKENRIDGE CO 80424 ! License: 367-M Permit #: Status . . . . Applied . . : Issued . . . Expires . .: M07-0141 '�� -6 �oa ISSUED 07/ 19/2007 07/20/2007 O 1 / 16/2008 07/19/2007 Phone: 970-949-4121 INC07/19/2007 Phone: 970-453-1090 INC07/19/2007 Phone: 970-453-1090 Desciption: VENTING TO ALL BATH FANS, DRYER VENTS AND RANGE HOODS; WATER HOSE BIBS Valuation: $84,000.00 Fireplace Information: Restricted: # of Gas Appliances: 0 � of Gas Logs: 0 # of Wood Pellet: 0 s***s+s+ss*****ssss�ss*****�ss*�******s**********+*+a******�s►*►s*** FEE SUMMARY +k#��F####4t######*+k#######*#f##Mi*##*t####+kt**#f###t###*f###/ Mechanical---> $ i, 6 a o. o o Restuarant Plan Review--> $ o. 0 0 Total Calculated Fees---> $ z, i o 3. o 0 Plan Check--> $ a 2 0. o o TOTAL FEES--------------> $ 2, 10 3. o o Additional Fees-----------> $ o. 0 0 Investigation-> $ 0. 0 o Total Permit Fee---------> $ 2, 10 3. 0 0 W ill Call---> S 3. o o Payments------------------> $ z, 10 3. o 0 BALANCE DUE--------> S 0. 0 0 ssss***fs■s**s*t*�s�s.s*a*vs*ss�s***s:*ts+r�:s*****.ss:*tst*s■s:**►as.*►***r***+;ara**►**+.�r*■t�**.*f*s:***+.t+as***►s*.*:sss*�*:.�*s*fss.**s**t Item: 05100 BUILDING DEPARTMENT 07/19/2007 cgunion Action: AP Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 22 (BLDG.): COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION 304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL. Cond: 23 (BLDG.): BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND CHAPTER 10 OF THE 2003 IMC. Cond: 25 (BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC. Cond: 29 (BLDG.): ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003 IMC AND CHAPTER 3 OF THE 2003 IFGC.. Cond: 31 (BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond: 32 (BLDG.): PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPECTION REQUEST. Cond: 30 (BLDG.): BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004.6. ###*4}##4}�i#tf#*#RSf4�#4####tf###4################4#t#t###t4*##t#4#4*#f###t#t######t#4*#######t#►#t##►*##R##�###*##**#t#�#####*t4#►#####t*#t#k#■ 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 information as reyuired 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 approveii, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN AD CE BY TELEPHONE AT 479-21 9 QR AT OUR OFFICE FROM 8:00 AM - 4 PM. r /'i( ° `'�, SIGNATURE OF OWNER OR ONTRACTOR FOR HIMSELF AND OWNER *********+********************************************************************************** TOWN OF VAIL, COLORADO Statement *r*�+*****+*****�+***«************�********r*********+****+****+***********+**************** Statement Number: R070001292 Amount: $2,103.00 07/20/200708:08 AM Payment Method: Check Init: LT Notation: A&L Plumbing & Heating / ck 4382 ----------------------------------------------------------------------------- Permit No: M07-0141 Type: MECHANICAL PERMIT Parcel No: 2101-122-0100-9 Site Address: 4418 COLUMBINE DR VAIL Location: 4418 COLUMBINE DRIVE Total Fees: $2,103.00 This Payment: $2,103.00 Total ALL Pmts: $2,103.00 Balance: $0.00 **********�****�****************************�**********************************+************ ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ MP 00100003111100 MECHANICAL PERMIT FEES 1,680.00 PF 00100003112300 PLAN CHECK FEES 420.00 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 ----------------------------------------------------------------------------- . APP#3GTION VfRLL NOT BE ACCEPTED IF INCOMRLETE t� �L�e�N� `�S' i�3 � Z- � TOV P�t�.#: Buildi�r� P�n'►� #: > • s M O� • b+�/ Mechankat Pertnit �: �- - i'�t�"� � � ( 9�o-ar.�-2ia9 ��c:+�v�1 ti? t� ( � � �„� . ...wu�u w� v��■ uc/�u�u*/'�� oC'�Y't'T A�d/ i�"�7TiiN 75 S. FrOnta� Rdd. Vail, Colorad�► 51657 3� �� _ P81'fl1� 1111�11 flOt � 8G0@� ilU� #�':�O�M�g� Prowide INed�ar�al Room Layout drawn �o acale b� indude: o N1ecl�f Roo�n Dim� o Combustldn Air Duc* Size and Loartic�t o Rt�, Ve�rt and G� Line Stze and �L�ocatlon � �.��:; a #lest L�s Calcs. o Equip�rt�rt Cut/SPec Sheets T��nof Vai1 Reg. No.: uor� ^�� '� .� f� i� -' � ,� �d. y ^ �/!/�_ ��i� � �� % ��.Sr� *****�******************� OFFICE USE ONLY***************************** � F: I�n9�ned�aNca��ermi�l1-23-2005.DOC 11/23/2005 ■ ■ PLUMBING 8c HEATING, INC. P,O. Box 716 • BRECKENRIDGE, CoLOr�.DO $0424 ■(970) 453-1090 ■ FAx (970) 453-1092 To: Wynton Development RE�Lot 3 Bighorn Su ivison, Vail, Co Plumbing and Mechanic Proposal Scope of work to include: All fixtures to be roughed in and installed per plan including waste, vents, hot and cold water piping. Gas lines and connections to four fire places, two cook tops and two boilers. Mechanical venting to all bath fans, dryer vents and range hoods. Water to two cold water hose bib's, two hot and cold water hose bib's and two ice maker boxes. Primary unit to be piped with a one hundred gallon Smart Hot Water maker, secondary unit, eighty gallon. Both units to be piped with a hot water re-circulation system with timer con�ol's. All faucets and fixtures not included. Bid to include a complete radiant floor heat system with a gyp-crete application, nine zones in primary unit, seven zones in secondary unit, all zones to have zone pump's, Triangle Tube boilers, Honeywell products, Grundfos pump's and Wirsbo tubing. Bid to include, water meter, irrigation pipe and backflow prevetnion and a pressurizer on each water system. $ 170,800.00 TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES Job Address: Location.....: Parcel No...: Legal Description: Project No. : MECHANICAL PERMIT 4418 COLUMBINE DR VAIL 4418 COLUMBINE DRIVE 210112201009 ��d`�j - a3�S� OWNER PURCHASE, JOHN LAYTON 754 E POTATO PATCH DR VAIL CO 81657 APPLICANT RESORT MOUNTAIN ENTERPRISES P.O. BOX 2032 GLENWOOD SPRINGS CO 81602 License: 268-M CONTRACTOR RESORT MOUNTAIN ENTERPRISES P.O. BOX 2032 GLENWOOD SPRINGS CO 81602 License: 268-M 03/19/2008 03/19/2008 03/19/2008 Permit # Status . . . . Applied . . : Issued . . . Expires . .. M08-0054 �p G _6 � bd ISSUED 03/19/2008 03/20/2008 09/16/2008 Phone: 970-949-4121 Phone: 970-384-2748 Phone: 970-384-2748 Desciption: INSTALL 2 GAS FIREPLACE APPLIANCFS AND 2 GAS FIREPLACES WITH GAS LOG SETS Valuation: $10,000.00 Fireplace Information: Restricted: # of Gas Appliances: 0 ll of Gas Logs: 0 �i of Wood Pellet: 0 *****************x********#*********s*****:***********r*****s******* FEE SUMMARY **s****�s*s**��*****xs**s********r*s*�***as***sa*s**�******* M��___> $200.0o RestuarantPlanReview--> $0.00 TotalCalculatedFees---> $25a.00 Plan Check---> $ 5 0. 0 0 TOTAL FEES > $ 2 54 . 0 0 Additional Fees--------__ ) $ 0. 0 0 Investi adon-> $0. 00 Total Permit Fee----------> $254 .00 Will Call-----> S4 . 00 Payments------------------> 5254. 00 BALANCE DUE---------> $0. o0 ******s�*x*►*****s******�a*******s******ss*****�*****�****s***s****s**s**x*****s�**:�*s************x**ss***�*r**s***s**s*�*****�sr**x*****rsssr:�** Item: 05100 BUILDING DEPARTMENT 03/19/2008 CG Action: AP CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 22 (BLDG.): COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL. Cond: 23 (BLDG.): BOIILER INSTALLATION MUST CONFORM TO MANTJFACTURER'S CHAPTER 10 OF THE 2003 IMC. Cond: 25 (BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER IMC AND SECTION INSTRUCTIONS AND 5 OF THE 2003 IFGC. Cond: 29 (BLDG.): ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003 IMC AND CHAPTER 3 OF THE 2003 IFGC.. Cond: 31 (BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond: 32 (BLDG.): PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPECTION REQUEST. Cond: 30 (BLDG.): BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DR.AIN OR OTHER APPROVED MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004.6. ******sr.**********«****:****�***.*.***.**�.********s*�******s�*.**�.«s***�*«*�s�********.*********:***********:s�***:****:*s**�r*::******s:*«�** DECLARATIONS I hereby acknowledge that I have read this application, iilled 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, Intemational 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 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. i�J . . . OF OWNE�R CONTRACTOR FOR HIMSELF AND OWNEF APPLIGTION WILL NOT BE ACCEP'fED IF IN PLETE OR UNSIGN�� S— -�� Z TOV Pro)ect #. �� Building P�mit #: �+ / n Mechanical Permit #: " ' t, ' � 970-479-2149 ilR�ec�orls) � �� " 75 5. Frontage Rd. . Vail, ColOrado 81657 / � : � � P"�if1� WI� 110� be aG08�d wl�1011� Pro�vtde Meci�ankal Room i.ayout drawn to scale t� indude: o Med� R�oo�n Dln�ensions o Contbustion Air Duct S'i�e and Location D[� � o Flues, Vent and Gas Une S�ze and Location n N�t L� C� • ' 0 � t r. -�'. -.� � �e--,a�`�, ��1 �... ;.,� �., �_ .:� �L � e � ,� P�`, . r, L � - 3 �'�.^�;} ��T' d.., �', c;. �� LL 1 �� tt � � -� a e� s `vNLr"�':�2,� -?"`� �'s'T'Oy � .x-.,s � � .�_- � ' , ,. i ,.-.� k.• h,�r '. " ` '��.�,�._._ : - ��.N.r�, � �,�r _:�.___-,� ��.i . . . __ _..�_ �,.,. i�/zoos TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-213 8 DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES PLUMBING PERMIT Job Address: 4418 COLUMBINE DR VAIL Location.....: 4418 COLUMBINE DRNE Parcel No...: 210112201009 Legal Description: �-�� S _ � 3� � Project No . OWNER PURCHASE, JOHN LAYTON 07/19/2007 754 E POTATO PATCH DR VAIL CO 81657 APPLICANT A.L. PLUMBING PO BOX 716 125 RACHEL LN BRECKENRIDGE CO 80424 License: 367-P CONTRACTOR A.L. PLUMBING & PO BOX 716 125 RACHEL LN BRECKENRIDGE CO 80424 License: 367-P & HEATING, INC07/19/2007 HEATING, INC07/19/2007 Permit # Status . . . . Applied . . : Issued . . . Expires . .: P07-0096 �j�4 -05 ( Od ISSUED 07/19/2007 07/20/2007 01 /16/2008 Phone: 970-949-4121 Phone: 970-453-1090 Phone: 970-453-1090 Desciption: GAS LINES AND COMMECTORS TO FOUR FIItEPLACES, TWO COOKTOPS AND TWO BOILERS. ALL FIXTURES TO BE ROUGHED IN AND INSTALLED PER PLAN INCLUDING WASTE VENTS, AND HOT AND COLD WATER PIPING. Valuation: $56,000.00 Fireplace Information: Restricted: ?? # of Gas Appliances: ?? # of Gas Logs: ?? # of Wood Pallet ?? *s►s:*++**ss*s*►►*e***s*ass+***s***sss*r*�ss**ss**�a****ss**a*****++* FEE S UMMARY sa***s*+*sss***s***+s**s+s***�****as**s***+f*+*+s**s*s*s+*++ Plumbing---> $ 8 4 0. 0 0 Restuarant Plan Review--> S o. o o Total Calculated Fees---> $1, 0 5 3. o 0 Plan Check---> $ 2 i o. o o TOTAL FEES--------------> $1, 0 5 3. o o Additional Fees-----------> S o. o 0 Investigation-> $ 0. 0 o Total Permit Fee----------> $1, 0 5 3. o 0 Will Call-----> $3.00 Payments-------------------> $1, 053 .00 BALANCE DUE---------> $ o. 0 0 .sss:.s*s■s**.+■s*sss■**st.**t+s***s*****as*sass**�+s.ss:�►*sss**s.at.:ss*■**►.ss:**a■s,*+■s«**fs***ss***ss.*.*.*.ss.*s+�:s.t■+t*+*:s■��*+t:s.s■: Item: 05100 BUILDING DEPARTMENT 07/19/2007 cgunion Action: AP CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. �t4#i#####tt####ti####*##########i####*t#R####f�#*#i#�t*##i#R#tt######4�F####�M#####*#####t+k##i�**###*t4#t#�t#t##f#►###i####4##f#t#####t!#t*t##s#�F#f# 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 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 INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN�VANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. SIGNAT�JRE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER *****************************************************�****�*********�*********************** TOWN OF VAIL, COLORADO Statement «*�*********************+*************��*****************++***************************�***+ Statement Number: R070001291 Amount: $1,053.00 07/20/200708:07 AM Payment Method: Check Init: LT Notation: AL Plumbing & Heating / ck 4382 ----------------------------------------------------------------------------- Permit No: P07-0096 Type: PLUMBING PERMIT Parcel No: 2101-122-0100-9 Site Address: 4418 COLUMBINE DR VAIL Location: 4418 COLUMBINE DRIVE Total Fees: $1,053.00 This Payment: $1,053.00 Total ALL Pmts: $1,053.00 Balance: $0.00 **+*********************�****�***********************+�***********�***************�******r** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 210.00 PP 00100003111100 PLUMBING PERMIT FEES 840.00 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 ----------------------------------------------------------------------------- APPLICATION WILL NOT BE ACCEPTED IF INCOMPP o' O� �UNS , Building Permit #:_ � / Plumbing Permit #: � �� ;, ,1 � r1 �Q / 970-479-2149 (Inspecl ��P� �V� � V / e0 75 S. Frontage Rd. Vail, Colorado 81657 TOWN OF VAIL PLUMBING PERMIT APPLICATION " ��[ bs � � CON�RACTOR INFORMATiON pl��mhina Contractor: Town of Vail Reg. No.: Contact Person and Phone #'s: Contractor Signature: _ 1_/ � � _ � —3/ � .Qv� �«/'� + '' F� �: �Nc%/��5 COMPLETE VALUATION FOR PLUMBING PERNIIT (Labor & Materials) PLUMBING: $ �GOD �� . O/o �� Q� •�a4,6 � *******************************�******* FOR OFFICE USE ONLY************************************* F:\cdev\FORMS\PERMITS\Building\plumbing�ermit_i1-23-2005.doc Page 1 of 1 11/23/2005 � � Hartmann Engineering Inc 1266 Texas Ave Grand Junction, CO 81501 970-245-6200 March 15, 2007 Community Development Department 75 south Frontage Rd. West Vail, CO. 81657 Regarding: Tree House by Purchase Development Dear Sirs: ��-�.'s'' ��, � � � �, � � r Our client, Great Divide Construction Co, has left this project before its completion. We have provided Engineering Designs for this project to Great Divide Construction. The work will be done by others employed by Purchase Development. We have withdrawn from the project and want to withdraw our engineering data and design drawings. Our design was specifically made for Tom Weber and Great Divide Construction only. Please return the data and drawings to us as soon as possible. Thank you for your help. Hartmann Engineering Inc. Burt E Hartmann Colorado Professional Engineer 5374 cc: Tom Weber Great Divide Construction Company P O Box 212 Gypsum, CO 81637 -s' 11-21-2008 Inspection Request Reporting Page 1 4'25 �m Vail, CQ - Citv Of Requested Inspect Date: Monday, November 24, 2008 \ Inspection Area: CG � Site Address: 4478 COLUMBINE DR VAIL 4418 COLUMBINE DRIVE A/P/D Information Activity: 606-0100 Type: B-BUILD Sub Type: NDUP Status: ISSUED Const Type: 103 Occup ancy: Use: VB Insp Area: CG Owner: PURCHASE, JOHN LAYT(JN Phone: 970-390-9943 Contractor: PURCHASE DEVELOPMENT, LLC Phone: 970-328-4226 Description: NEW CONSTRUCTION OF PRIMARY/SECONDARY RESIDENCE Requested Inspection(s) Item: 540 BLDG-Final C/O Requesto�: PURCHASE DEVELOPMENT, LLC Comments: UNIT A(_NORTH); W/C DAVE 376-5956 - AM REQUEST Assigned To� GDENCKLA Requested Time: 10:00 AM Phone: 970-328-4226 Entered By: SBELLM K Action: Time Exp: Comment: e message a 6-5956 David... P ina required prior to requesting a building c.o. request canceled for today� Comment: APPROVED C.O. FOR SOUTH UNIT ONLY SEND CO TO JOHN PURCHASE 1310 GREENHILL CT. VAIL,CO. 81657... l 6 �-�1�� , � � � �� _ ��i � � � � � Inspection Historv Item: 25 PW-Rough grade "" Approved "* 10/OZ/08 Inspector: cdelles Action: Comment: Item: 503 PW-Final driveway grade ** Approved "' 08/04/08 Inspector:. Is Action: Comment: See Conditons 08/04/08 Inspector: Is Action: Comment: Item: 10 BLDG-FOOTING "Approved *" 05/04/07 Inspector: JRM Action: Comment: 10/11/07 Ins ector: JRM Action: Comment: AP�ROVED FOOTWERS N/W CORNER Item: 20 BLDG-Foundation/Steel *" Approved ** 05/31/07 Inspector: JRM Action: Comment: NORTH SIDE OF DUPLEX ONLY AS NOl EAST SIDE OF NORTH SIDE STILL NEEI PANELS OFF FOR INSPECTIONS TO D� 06/22/07 Inspe�ctor: JRM Action Comment: SOUTH SIDE OF DUPLEX FOUNDATION 07/23/07 Inspe�ctor: JRM Action Comment: CENTER PORTION 3RD LIFT APPROVEI 10/22/07 Inspector: shahn Action Comment: no one on site in morning. returned at 4:3( Item: 520 PLAN-ILC Site Plan "` Approved "* 03/20/08 Inspector: RLF Action Comment: Item: 30 BLDG-Framing "* Approved "" 03/17/08 Inspector: GCD Action Comment� :.� � � AP APPROVED COND APPROVED/CONDITIONS AP APPROVED PA PARTIAL APPROVAL LANS. ' LIFT PLEASE LEAVE 50 FOOT FORMS. APPROVAL PA PARTIAL APPROVAL and approved ext entrance. AP APPROVED DN DENIED 03/18/08 �nspector: GCD Action: DN DENIED Comment: 1.ILC READ TO BE SUBMITTED AND APPROVED BY REPT131 Run Id: 8709 �., w" Item: 50 Item: 60 Item: 70 Continued: Comment: 03/24/08 Comment: 04/30/08 Comment: � `.'r, PLANNING 2.OUTSTANDING ROUGH INSPECTIONS I' ector. GCD Action: PA PARTIAL APPROVAL Ti�NIT DENOTED AS WEST SIDE IS APPROVED ADD BLOCKING AS NOTED AT B NG WALLS CHECK AT INSULATION Irts� pe tor: GCD Action: CR CORRECTION REQUIRED 1.t�R�VIDE WEB STIFFENER OR ALTERNATE, TO BEAMS IN 2 LOCATIONS PER DETA�L KING AT BEARING AND AT JOISTS AND FOUNDATION WALL AS REQD PER 10 AND 1 /S13. ER IN GARAGE AT 3 PLY LVL AND JOISTS. DECKS NOT INSPECTED EITHER SIDE. BLDG-Insulation *" Approved "`* 03/18/08 Insp ector: SHANN Action: PI PARTIAL INSPECTION Comment: INSPECTED THE WOOD BURNER CHASE FOR INSULATION AND VAPOR BARRIER. 04/09/08 Ins ector: shahn Action: PA PARTtAL APPROVAL Comment: SI�E B ONLY. ENVELOPE INSULATION AND HOT WATER RECIRC OK. RECEIVED CERTIFICATE FOR FILE. 05/16/08 Inspector: sgremmer Action: AP APPROVED Comment: BLDG-Sheetrock Nail '" Approved "* 04/28/08 Inspector: JGG Action: PA PARTIAL APPROVAL Comment: Drywall screws installed �er code, passed inspection. BLDG-Misc. Approved 03/17/08 Ins pector: GCD Action: NO NOTIFIED t� SEE FRAMING Commen . 03/27/08 Inspector: cdavis Action: NO NOTIFIED Comment: Elevator Permit Recieved from NWCOG h' t See Condtions attached to permit in file (cut and pasted to t is en ry) NWCCOG received 2 permits for residential elevators to be installed at the above address. Town of Vail permit # 06-0100. One of the elevators exceeds 50 feet of travel by 3 inches. Gene called the insfall company (Colo. Custom Lifts), and told them they need to come up with a waY� of decreasm the rise by the 3 inches. They told Gene that I had given approval before I left NWCCO� I never spoke to them about this issue. Elevator residential code ha 'y `,tes t t if the home elevator excee� cle�Rise, Speed, or 7� acity t the elevator the rcial code. � Th als a�ked if they c I it the p�l' tion for non-code corrtp�iant elev�tor, s'howing tha the e would be onl. . I told the at w Id be acceptable �tnd that we would r` mea urQ rise at final ins ion and the elevato v�i Quld fail if if exceeded 50 feet. � f`� Ge `told the elevator compan� to co�t�ct the buil�'erjto come up with a,cnde compliant saiution. ( �' f i i`�. F. : �.� ,y..l�� `•,� ' 1...� �� MHce Syewark �,, � r Elevatdr I�s ec r - f-� '' �nrthwest ado C un�(of Goverr�m r�ist 05/22/08 Comment: Item: 90 BLDG-Final 10/03/08 Comment: Item: 530 Item: 532 Item: 539 Item: 540 Item: 21 ?95 X10 F s . ' r ` ?08 Fax ,� `` ,� � , � � tia�n: A PFIRTIAL APPROVAL � GCD CREWS�UNDER INDOW. FASTENERS REQD TO BE 6" O.C. ADD ECTION ADD S AS NEED TO MAINTAIN SPACIN � GCD Action: CR CORRECTION REQUIRED OR BRING GRADE UP TO 30" MAX AT LIVING LEVEL DECK W-TEMP.rC/O `* Approved "* 08/19/08 Inspector: cdelles Action: AP APPROVED Comment: Contractor needs to label snowmelt zone witin town ROW W-FINAL C/O *" Approved *" 09/30/08 Inspector: cdelles Action: AP APPROVED Comment: ** roved "' LDG-Final C/O App 09/30/08 Inspector: JRM Action: NO NOTIFIED Comment: left messa� e at 376-5956 David... PW final required prior to requesting a building c.o. request canceled for today 10/14/08 Ins ector: JRM Action: PA PARTIAL APPROVAL Comment: AP�ROVED C.O. FOR SOUTH UNIT ONLY SEND CO TO JOHN PURCHASE 1310 GREENHILL CT. VAIL,CO. 81657... AN-ILC Foundation Plan "" Approved "' _ 03/20/08 Inspector: RLF Action: AP APPROVED Item: 533 PLAN-TEMP. C/O 08/26/08 Inspector: bgibson Action: Comment: exterior work not completed Item: 534 PLAN - FtNAL C/O "" Approved "' OS/27/08 Inspector: bgibson Action: Comment: south unit onyl 10l15/08 Inspector:. RLF Action: Comment: for north side- exterior work incomplete, 11/05/08 Inspector: rlf Action: REPT131 DN DENIED PA PARTIAL APPROVAL CR CORRECTION REQUIRED AP APPROVED Run Id: 8709 :: �:: .' r� � Continued: Comment: Comment: Item: 560 ELEV-Final 08/19/08 Comment: north unit also finaled `*�A�pp roved "' Inspector: NWCOG Action: AP APPROVED REPT131 Run Id: 8709 � 3� � 10-13-2008 Inspection Request Reporting Page 1 4:25 pm Vail, Cp - Citv Of Requested Inspect Date: Tuesday, October 14, 2008 Inspection Area: CG Site Address: 4418 COLUMBINE DR VAIL 4418 COLUMBINE DRIVE A/P/D Information Activity: 606-0100 Type: B-BUILD Sub Type: NDUP Status: ISSUED Const Type: 103 Occup ancy: Use: VB Insp Area: CG Owner: PURCHASE, JOHN LAYTON Phone: 970-390-9943 Contractor: PURCHASE DEVELOPMENT, LLC Phone: 970-328-4226 Description: NEW CONSTRUCTION OF PRIMARY/SECONDARY RESIDENCE Requested Inspection(s) Item: 534 PLAN - FINAL C/O Requested Time: 08:00 AM Requestor: PURCHASE DEVELOPMENT, LLC Phone: 970-328-4226 Comments: SIDE A(North)-AM IF POSSIBLE OR CALL JOHN PURCHASE 390-9943 Assigned To: BGIBSOIV Entered By: SBELLM K Action: Time Exp: Comment: sou urn on y Item: 90 BLDG-Final Requested Time: 08:00 AM Requestor: PURCHASE DEVELOPMENT, LLC Phone: 970-328-4226 Comments: SIDE B�South)_AM IF POSSIBLE OR CALL JOHN PURCHASE 390-9943 Assigned To: JMOND AGON Entered By: SBELLM K Action: i Exp: Comment: I ADD GUARD OR BRIN G DE UP TO 30" MAX AT LIVING LEVEL DECK � � � � \ � i -_ � � ~ / � � --� , ;� ; � / _ � � '" �- / � _ � � � � , � �'' �; 1 � �� ; � ! ' ; �� / � ' ,r� � i � '� ' �-' �', ' � � . G,� i � '� 1 � �� ;� �.9-� ' _� Inspection Historv � ; Item: 25 PW-10�02/08ralnspecto PPrcd I�les �, Action: AP APPROVED Comment: Item: 503 PW-Final driveway grade "" Approv d" 08/04/08 Inspector:. Is Action: AP APPROVED Comment: See Conditons 08/04/08 Inspector: Is Action: COND APPROVED/CONDITIONS Comment: Item: 10 BLDG-FOOTING *" Approved *' 05/04/07 Inspector: JRM Action: AP APPROVED Comment: 10/11/07 Inspector: JRM Action: PA PARTIAL APPROVAL Comment: APPROVED FOOTWERS N/W CORNER Item: 20 BLDG-Foundation/Steel "" Approved "" 05/31/07 Inspector: JRM Action: PA PARTIAL APPROVAL Comment: NORTH SIDE OF DUPLEX ONLY AS NOTED ON FIELD SET OF PLANS. EAST SIDE OF NORTH SIDE STILL NEEDS ANOTHER 20 FOOT LIFT PLEASE LEAVE PANELS OFF FOR INSPECTIONS TO DANGEROUS TO CLIMB 50 FOOT FORMS. 06/22/07 Inspe�ctor: JRM Action: PA PARTIAL APPROVAL Comment: SOUTH SIDE OF DUPLEX FOUNDATION APPROVED 07/23/07 Inspe�ctor: JRM Action: PA PARTIAL APPROVAL Comment: CENTER PORTION 3RD LIFT APPROVED 10/22/07 Inspector: shahn Action: PA PARTIAL APPROVAL Comment: no one on site in morning. returned at 4:30 and approved ext entrance. REPT131 Run Id: 8555 1 Inspection Request Re�orting Requested Inspect Date: Friday, October 24, 2008 Inspection Area: CG Site Address: ��$ COLUMBINE DRIVE�L A/P/D Information Sub T e NSFR Activity: M07-0141 Type: B-MECH YP � Occup ancy: Use: Const Type: Phone: 970-949-4121 Owner: PURCHASE, JOHN LAYTON HEATING INC Phone: 970-453-1090 P�no d:i `I Status: FINAL Insp Area: CG Contractor: A.L. PLUMBING & • Description: VENTING TO ALL BATH FANS, DRYER VENTS AND RANGE HOODS; WATER HOSE BIBS Re4uested Inspection(s) Requested Time: Item: 390 MECH-Final Phone: Requestor: A.L, P�UMBING & HEATING, INC. Entered By: Comments: A side, PM requested , two mechancials and one plumbing scheduled Assigned To: GDENCKLA Time Exp: Action: ICAL APPR /� Comment: / � Comment: SIDE A APPROVED. � 08:30 AM 376-5956 DGOLDEN K Inspection HistorY Item: 200 MECH-Rough "" Approved "" Action: CR CORRECTION REQUIRED 03/17/OS Inspector: GCD Comment: KITICHEN EXHAUST DUCl' ONLYGNEED INSTRUCT ONS FORSfERMINATIONAUST AND CORRECTIONS 1.BOILER 1" CLEARANCE TO COMBUSTIBLE REQD. 3.COMBUSTION AIR AND VENT REQD TO BE N SAME ZONE CANNOT EXCEED 100 FEET. 03/18/08 Inspector: SHAHN Action: CR CORRECTION REQUIRED Comment: BOILER CORRECTIONS APPROVED. STILL NEED KITCHEN HOOD INSTAR��Uion I�AP APPROVED 03/24/08 Inspector: GCD Comment: KITCHEN HOOD TERMINATION AAction: AP APPROVED 04/23/08 Inspector: dplace Comment: add missing nail pl�ates Action: AP APPROVED 04/28/08 Insp ector: SHAHN Comment: SIDE A(LEF�BOILER VENTING, A�t�onUBAP APPROV�ED 04/28/08 Ins ector: S AHN Comment: SI�E A(LEF� BATH AND CLOTHES DRYERS, AND KITCHEN HOOD OK. Item: 310 MECH-Heating "' Approved " Action: PA PARTIAL APPROVAL 08/09/07 fnspector: JRM Comment: IN FLOOR HEAT FIRST FLOOR O A�ion�R PA PARTIAL APPROVAL 04/08/08 Inspector: shahn Comment: SIDE A TOP D�C nnRFTi�BING AND ENTRY LEVEL 100# AIR. 05/08/08 Comment: 06/26/08 Comment: Item: 315 PL�B��j08 Comment: REPT131 JDED uKivcvvrT. q�ion: AP APPROVED �tor: JRM �UNIT IN FLOOR HEAT 100 ActiRonE PA PARTIAL APPROVAL :tor: SGREMMER melt for driveway and stairs Action: NO NOTIFIED SEE PLUMB PERMIT. Run Id: 8578 � 10-23-2008 Inspection Request Reporting Page 58 4:30 pm Vail CO Cifi� Of Requested Inspect Date: Inspection Area: Site Address: A/P/D Informati Activity: P07-0096 Type: B-PLMB Const Type Occup ancy: Owner. PUR E, JOHN LAYTON Contractor: A.L. PLUMBING & HEATING, INC. Friday, October 24, 2008 4418 COLUMBINE DR VAIL 4418 COLUMBINE DRIVE Sub Type: NSFR Use: Phone: 970-949-4121 Phone: 970-453-1090 Status: ISSUED Insp Area: CG Description: FIXTURES TO BE ROUGHEDRN AND INSTALLED PEREPtAN INCL�U�DING WASTE VENTS AND HOTL AND COLD WATER PIPING. Requested Inspection(s) Item: 290 PLMB-Final Requested Time: 09:30 AM Requestor: A.L. PLUMBING & HEATING, INC. Phone: 970-453-1090 Comments: A side, PM requested , two mechancials and one plumbing scheduled Assigned To: GDENCKLA Entered By: DGOLDEN K Action: Time Ex�� Comment: Z.NO HOT WATER N MASTER SHOWE��TIFIED Comment: B SIDE SOUTH OK. Comment: SIDE A NORT PROVID� BAC LOW CERTIFICATION. ADJUST SHOWER MIX VALVE TEMP. BOILER NAMEPLATE INDICATES GREATER THATN 400MBT , SO R TED ROOM IS REQUIRED AT BUILDING FINAL. Insaection Historv Item: 210 PLMB-Underground "" Approved '" 08/01/07 lnspector: JRM Comment: 6# AIR TEST ON DWV WATER MAIN 96# AIR TEST Item: 220 PLMB-Rough/D.W.V. '" Approved "" 03/06/OS Inspe�ctor: SHAHN Comment: SOUTH SIDE APPROVED. Item: 230 PLMB-Rough/Water "* Approved ** 03/06/OS Inspe�ctor: SHAHN Comment: SOUTH SIDE 80# AIR Action: AP APPROVED Action: PA PARTIAL APPROVAL Action: PA PARTIAL APPROVAL HOT WATER AND RECIRC SHALL ABE INSULATED PER IECC. 04/23/08 Inspector: dplace Action: AP APPROVED Comment: pressure test ap�roved Item: 240 PLMB-Gas Piping ' Approved "" 03/06/08 lnspe�ctor: SHAHN Action: PA PARTIAL APPROVAL Comment: SOUTH SIDE BLACK PIPE 35# AIR. 04/23/08 Inspector: dplace Action: AP APPROVED Comment: pressure test approved Item: 250 Item: 260 Item: 290 LIul6-Final "` Ap proved *" 08/28/08 Inspector: GCD Action: CR CORRECTION REQUIRED Comment: 1.ALL BACKFLOW DEVICES REQD TO BE CERTIFIED 2.N0 HOT WATER IN MASTER SHOWER 09/25/08 Ins� ector: SHAHN Action: PA PARTIAL APPROVAL Comment: B 51DE (SOUTH) OK. REPT131 Run Id: 8578