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B08-0261.pdf
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MWN OFVAII, ' j. Town of Vail, Community Development, 75 South Frontage Road,Vail, Colorado 81657 V�r< < z ✓! �� p. 970.479.2139, f.970.479.2452, inpsections 970.479.2149 �J(� ADD/ALT MF BUILD PERMIT Permit #: B08-0261 Project #: PRJ08-0197 Job Address: 145 N FRONTAGE RD VAIL Status. . ISSUED Location......: MIDDLE CREEK APARTMENTS Applied . . : 08/04/2008 Parcel No....: 210106409001 Issued. .. : 10121/2008 Expires. ..: 04/14/2009 CONTRACTOR RILO ELECTRIC&COMMUNICATIO 10/21/2008 Phone:(303)774-2029 1822 SKYWAY DRIVE, UNIT 0 LONGMONT COLORADO 80504 License:368-A APPLICANT ADVANCED WIRELESS SOLUTIONS 08/04/2008 Phone: (303)277-0388 12390 W.75TH AVENUE ARVADA COLORADO 80005 License:921-B OWNER TOWN OF VAIL 08/04/2008 75 S FRONTAGE RD W VAIL CO 81657 Description: ADD EXTERNAL EQUIP SHELTER AND ANTENNAS TO ELEVATOR SHAFT Occupancy: U Valuation: $50,000.00 Type Construction:VB Total Sq Ft Added: 0 ...... FEE SUMMARY ..<......���...,......,.,........���.�.�...,...,.....�.,..,.�.....,,...,.. .,,. Building Permit Fee------> $643.75 Will Cal Fee---------------------> $4.00 Total Calculated Fees-------------> $1,866.19 Plan Check--------------------> $418.44 Use Tax Fee---------------------> $800.00 Additional Fees-----------------------> $0.00 Add'I Plan Check Hours- $0.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES--------------> $1,866.19 Investigation-----------------> $0.00 Recreation Fee-----------------> $0.00 Payments-------------------------------> $1,866.19 Total Calculated Fees--------> $1,866.19 BALANCE DUE------------------------> $0.00 DECLARATIONS I hereby acknowledge that I have read this application,filled out in full the information required,completed an accurate plot plan,and state that all the 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 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM-4:00 PM. P /V' Signature of Owner or C ntractor Dat uJ r', �( Print Name bid_alt_construction_perm it_041908 APPROVALS Permit#: B08-0261 as of 10-22-2008 Status: ISSUED Item: 05100 BUILDING DEPARTMENT 08/19/2008 MH Action: CR F:\cdev\CHRIS\PERMIT.COMMENTS\B08-0261\608-0261.DOC 09/26/2008 cgunion Action: CR second comment letter sent F:\cdev\CHRIS\PERMIT.COMMENTS\B08-0261\B08-0261.secondcheckDOC.DOC 10/03/2008 cgunion Action: COND FIRE BARRIER WALL ON SOUTH AND EAST SIDES FACING THE ADJACENT BUILDING MUST EXTEND TO THE FOUNDATION PER IBC 706 Item: 05400 PLANNING DEPARTMENT 08/07/2008 npeterson Action: COND Approved plans date stamped Aug 1, 2008. SEE CONDITIONS SCREEN Item: 05600 FIRE DEPARTMENT 09/08/2008 McGee Action: DN Plans do not show fire protection system as required for this project. 10/13/2008 cgunion Action: AP APPROVED PER VERBAL FROM MCGEE. DRY CHEMICAL SYSTEM WILL BE USED PER LETTER IN FILE Item: 05500 PUBLIC WORKS 08/20/2008 cdelles Action: AP See the Conditions section of this Document for any that may apply. b Id_alt_construction_perm it_041908 CONDITIONS OF APPROVAL Permit#: B08-0261 as of 10-22-2008 Status: ISSUED Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Entry: 08/07/2008 By: npeterso Action: AP DRB conditions: 1. The Applicant shall paint the proposed antennas to match the existing Middle Creek tower structure within 5 days of antenna installation. 2. The Applicant shall construct the ground equipment shelter with the same materials and design as the existing Middle Creek tower structure within 5 days of antenna installation. 3. Design Review Board approval of the application (DRB 08-0228) becomes effective on July 24, 2008, the same date as Ordinance No. 12, Series of 2008, an ordinance amending Sections 12-9C, General Use District and 12-16, Conditional Use Permit, Vail Town Code to allow certain conditional uses as permitted uses. Cond: 14 (BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO BE SEALED WITH AN APPROVED FIRE MATERIAL. Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 40 (BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72. Cond: CON0010358 SOUTH AND EAST FIRE BARRIER WALLS ADJACENT TO THE EXISTING BUILDING SHALL EXTEND TO THE FOUNATION PER IBC 706 bld_alt_construction_perm it_041908 �3 1 f Developmerit`Review Co r t 75 South Erontag a� 4 X Cr Transmittal Form Revision Submittals: 1. "Field Set' of approved plans MUST accompany revisions 2. No further inspections will be performed until the revisions are approved &the permit is re-issued. 3. Fees for reviewing revisions are $55.00 per hour(2 hour minimum), and are due upon issuance. O Revisions Permit#(s) information applies to: Attention: (trResponse to Correction Letter UnJ I V IQ Deferred copy of correction letter ( ) Deferred Submittal O Other Project Address: Description/ List of Changes: Contact Information Company: Company Ph:910,y95. 499 Fax:110 174, 0 Contact Name: t,,1 1)t it Contact Ph: `��� S, 'Z�tw�, Cell: E-Mail: M K-(1-I A R 10 tJ� � G Mm i, U" Town of Vail Contractor Registration No: X ----'tom' �-�---�'"'`---- Signature (required) Revised ADDITIONAL Valuations (Labor& Materials) (DO NOT include original valuation) Building $ Plumbing $ (Use additional sheet if necessary) Electrical$ Mechanical$ Fire Sprinkler/Alarm$ Date Received:FTOWN Total $ fF `VA1 TOWN OF VAIL, COLORADO Statement Statement Number: R080001294 Amount: $418.44 08/04/200811:39 AM Payment Method: Check Init: JLE Notation: 1334 SITE DEVELOPMENT SERVICES LLC ------------------------------------------------------------------- Permit No: B08-0261 Type: ADD/ALT MF BUILD PERMIT Parcel No: 2101-064-0900-1 Site Address: 145 N FRONTAGE RD VAIL Location: MIDDLE CREEK APARTMENTS Total Fees: $1, 866.19 This Payment: $418.44 Total ALL Pmts: $418.44 Balance: $1,447.75 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 418.44 -------------------------------------------------------------------- NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES Tom OF VAII. ' Town of Vail, Community Development, 75 South Frontage Road,Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 ADD/ALT MF BUILD PERMIT Permit #: B08-0261 Project #: PRJ08-0197 Job Address: 145 N FRONTAGE RD VAIL Status. . ISSUED Location......: MIDDLE CREEK APARTMENTS Applied . . : 08/04/2008 Parcel No....: 210106409001 Issued. .. : 10/16/2008 Expires . ..: 04/14/2009 OWNER TOWN OF VAIL 08/04/2008 75 S FRONTAGE RD W VAIL CO 81657 APPLICANT ADVANCED WIRELESS SOLUTIONS 08/04/2008 Phone: (303)277-0388 12390 W.75TH AVENUE ARVADA COLORADO 80005 License:921-B CONTRACTOR ADVANCED WIRELESS SOLUTIONS 08/04/2008 Phone:(303)277-0388 12390 W.75TH AVENUE ARVADA COLORADO 80005 License:921-B Description: ADD EXTERNAL EQUIP SHELTER AND ANTENNAS TO ELEVATOR SHAFT Occupancy: U Valuation: $50,000.00 Type Construction:VB Total Sq Ft Added: 0 *+++***++*rtrtrt*+***rtrt+++*rtrt++++rtrt**+++rtrt***+++*rt**++*rtrt*++++**++++***++++***++++** FEE SUMMARY **+*+++****++***+++++***+++****+++****+++**++++***++++*rtrt++++**+++++*+++****+++ Building Permit Fee------> $643.75 Will Cal Fee---------------------> $4.00 Total Calculated Fees-------------> $1,866.19 Plan Check--------------------> $418.44 Use Tax Fee---------------------> $800.00 Additional Fees-----------------------> $0.00 Add'I Plan Check Hours-> $0.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES--------------> $1,866.19 Investigation-----------------> $0.00 Recreation Fee-----------------> $0.00 Payments-------------------------------> $1,866.19 Total Calculated Fees--------> $1,866.19 BALANCE DUE------------------------> $0.00 ++++***++*****++*****+**rtrt*++++++rt**+++*rtrt**++rtrtrtrt*+**rtrt+++++rt*rt+++*rtrt*k+++rtrt+++++rt*+++++***+++++***rt*+*++***+++*rt**++++*rt*++++**++++rt***++rtrt**+++rt**++*rtrt**+*rtrt*++*+**++++rt**+*rtrt**++ 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 DE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM-4 Q //,j�' D' Signature of Owner or Cofffirdctor Date Print Name bld_alt_construction_perm it_041908 w*rtxxx***xwwxrt*wxxwxrt**wxw***++xrt**w*xx*rt*wwww***wxxw***wwx***+xw*rtrtwwxx**xxw*rtrtwwxrt**xwx**rtww***x+x****+wxxw*rtwxxx***xxrt**xxxrt**wx+rt**xwww***xxx**xw****xww**xxw**+++**+xxw***xxrt*** APPROVALS Permit#: B08-0261 as of 10-16-2008 Status: ISSUED *+xrtrt*xwwrt**xxxx***xwwww**xwwww**wxxw*rtrtxxxx**rtwww****xwww**xwwwx**xxx**rtwwww*rt*ww**xwww***xxw***wxxwx***wxxww*rt*xxx***xxx***+xw***+xx****xw****xw***xxw***xww***+ww**xxx***wxx***wxx Item: 05100 BUILDING DEPARTMENT 08/19/2008 MH Action: CR F:\cdev\CHRIS\PERMIT.COMMENTS\B08-0261\608-0261.DOC 09/26/2008 cgunion Action: CR second comment letter sent F:\cdev\CHRIS\PERM IT.COMM ENTS\B08-0261\B08-0261.secondcheckDOC.DOC 10/03/2008 cgunion Action: COND FIRE BARRIER WALL ON SOUTH AND EAST SIDES FACING THE ADJACENT BUILDING MUST EXTEND TO THE FOUNDATION PER IBC 706 Item: 05400 PLANNING DEPARTMENT 08/07/2008 npeterson Action: COND Approved plans date stamped Aug 1, 2008. SEE CONDITIONS SCREEN Item: 05600 FIRE DEPARTMENT 09/08/2008 McGee Action: DN Plans do not show fire protection system as required for this project. 10/13/2008 cgunion Action: AP APPROVED PER VERBAL FROM MCGEE. DRY CHEMICAL SYSTEM WILL BE USED PER LETTER IN FILE Item: 05500 PUBLIC WORKS 08/20/2008 cdelles Action: AP w**rtxxw***xxxx**rtwwww***xxwwx***xx*****xxx****ww*****xxxrt**wxww***xxx***++xw****+****+++****xxw*****xwww***x+xxx**xxxx**rt*x+*****xx***»xww**x+ww**rtxwx***w+xx**xx+****xw***+++**xwxw* See the Conditions section of this Document for any that may apply. b Id_a It—co n st ru ct i o n_pe rm it_041908 xxx*xx+***xRx*x+R+R**RRR**RRR**xRRR**++R+**xRR+*xxR+**xRR**xRR+RxxxRR*#RRR**RRR**+R**#+R**RRR**+RR**R#+R***RRR#***R+**RRR***R**x+R**xRR**xRR**x#RR*xR***+RR**RRR*RRRR*+RR**RRR**RR+** CONDITIONS OF APPROVAL Permit#: B08-0261 as of 10-16-2008 Status: ISSUED xx*xRx+* +**RRR**xRRR**R4RR**RRR***xRR***RRR**#RR**xRRR**xRRR#*+*R+**RRR**RRR***RR**R*R#**4RR#**#RR***R*RR**xRRR*xxR**#RR+**RRR*k+RR**#+RR*RRR+**+RR**RR***+R+**RR***RR***+R+**R++ Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Entry: 08/07/2008 By: npeterso Action: AP DRB conditions: 1. The Applicant shall paint the proposed antennas to match the existing Middle Creek tower structure within 5 days of antenna installation. 2. The Applicant shall construct the ground equipment shelter with the same materials and design as the existing Middle Creek tower structure within 5 days of antenna installation. 3. Design Review Board approval of the application (DRB 08-0228) becomes effective on July 24, 2008, the same date as Ordinance No. 12, Series of 2008, an ordinance amending Sections 12-9C, General Use District and 12-16, Conditional Use Permit, Vail Town Code to allow certain conditional uses as permitted uses. Cond: 14 (BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO BE SEALED WITH AN APPROVED FIRE MATERIAL. Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 40 (BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72. Cond: CON0010358 SOUTH AND EAST FIRE BARRIER WALLS ADJACENT TO THE EXISTING BUILDING SHALL EXTEND TO THE FOUNATION PER IBC 706 b I d_a It_co n st ru ct i o n_pe rm it_041908 TOWN OF VAIL, COLORADO Statement Statement Number: R080001964 Amount: $1,447.75 10/16/200811:39 AM Payment Method: Check Init: DDG Notation: Rilo Electric & Communications 22482 ----------------------------------------------------------------------------- Permit No: B08-0261 Type: ADD/ALT MF BUILD PERMIT Parcel No: 2101-064-0900-1 Site Address: 145 N FRONTAGE RD VAIL Location: MIDDLE CREEK APARTMENTS Total Fees: $1, 866.19 This Payment: $1,447.75 Total ALL Pmts: $1, 866.19 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 643 .75 UT 11000003106000 USE TAX 4% 800.00 WC 00100003112800 WILL CALL INSPECTION FEE 4 .00 ----------------------------------------------------------------------------- u APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED Project#: .mow 1 ` "own of Vail Buildin Permit#: �« f. Aff U W 9A�-�7.�21��dn�pe !dira� TOW OF VALL W �Y 75 S. Frontage Rd. Vail, Colorado 81657 TOWN OF VAIL BUILDING PERMIT APPLICATION Separate Permits are required for electrical, plumbing, mechanical, etc.! CONTRACTOR INFORMATION eneral Cp # actor: Town of Vail Reg. No.: Contact Person and Phone#'s: Email address: �� ` ��" �:`c+ c d X_#: L tractor Sign r . CO E VALUATIONS FOR BUILDING PERMIT Labor& Materials BUILDING: $ ELECTRICAL: $ OTHER: $ PLUMBING: $ MECHANICAL: $ -� TOTAL: $ 50 L..X� For Parcel# Contact Eagle County Assessors Office at 970-328-8640 or visit www.ea le-count .com K� t: v CC`? '� r CN Job Name: LJobddress:A LL Legal Description Lot: Block: Filing: 7SubdiivVisIon:. Owners Name:,VAII � Liu "t'ii Address: C i t�Li Phone:3,:-; �.., Iri Architect/Designer: Address: Phone: Engineer: Address: ];v„ �c J�it Cp )f 'Yw`lc'i Phone: gat, z 4 S e z S••`y'�► is Detailed description of work: ! t t X��✓Z+c: c `' �'`� s %( tt A'�' N) .#1=i �ifC"°(�J t•, (biz L c L'.:3rc �ttcs^ate s rir&Ail'JAJ -rb C-:-X'7.4- vr . tLEU�1iC,'� f Work Class: New( ) Addition (K) Remodel ( ) Repair( ) Demo( ) Other ( ) Work Type: Interior( ) Exterior()<) Both ( ) Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg.: Single-family( ) Two-family( ) Multi-family Kj Commercial( ) Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: No/Type of Fireplaces Existing: Gas AeRliances Gas Los Wood/Pellet Wood Burning No/Type of Fireplaces Proposed: Gas Appliances Gas Los Wood/Pellet Wood Burning NOT ALLOWED Does a Fire Alarm Exist: Yes( ) No( ) Does a Fire Sprinkler System Exist: Yes ( ) No ( ) FOR OFFICE USE ONLY'`* ` 3 De Rece>ted � AUG �'(�U8 !l TOWN OF VAf F:\cdev\FORMS\Permits\Building\building—permit_4-17-2007.DOC Page 1 of 7 0• NCB 1"E: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES mWOFUnTI. Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 P. 970.479.2139 f. 970.479.2452 inspections 970.479.2149 ` ELECTRICAL PERMIT Permit #: E08-0257 AMF Project #: PRJ08-0197 Job Address: 145 N FRONTAGE RD VAIL Status . . . : APPROVED Location.....: Applied . . 10/22/2008 Parcel No...: 210106409001 Issued . . . Expires . .: OWNER TOWN OF VAIL 10/22/2008 75 S FRONTAGE RD W VAIL CO 81657 APPLICANT TREVOSE ELECTRIC INC. 10/22/2008 Phone: (303)591-0584 1655 AVALON AVENUE LAFAYETTE COLORADO 80026 License:428-E CONTRACTOR TREVOSE ELECTRIC INC. 10/22/2008 Phone: (303)591-0584 1655 AVALON AVENUE LAFAYETTE COLORADO 80026 License:428-E Desciption: INSTALL THREE PANEL ANTENNAS TO MIDDLE CREEK HOUSING- INSTALL 200A SERVICE/METER AND WIRE A/C POWER TO 2 CRICKET CABINETS Valuation: $3,800.00 Square feet: 100 FEESUMMARY .**.. . *.. ..* .. . . . .., .., . « ... ,, ., .... „ . .,«« .« „ Electrical Permit Fee---------> $51.75 Total Calculated Fees--> $55.75 Investigation Fee--------------> $0.00 Additional Fees----------> $0.00 Will Call Fee--------------------> $4.00 Use Tax Fee-------------------> $0.00 TOTAL PERMIT FEE---> $55.75 Total Calculated Fees-------> $55.75 Payments-----------------> $55.75 BALANCE DUE----------> $0.00 APPROVALS Item: 06000 ELECTRICAL DEPARTMENT 10/22/2008 RLF 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 BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE MOM 4:00 AM-4 PM. 2—Z f 08 Signat&of Owhdr or Contractor Date elec_prm_041908 TOWN OF VAIL, COLORADO Statement Statement Number: R080002013 Amount: $55.75 10/22/200802 :40 PM Payment Method:Credit Crd Init: JLE Notation: DAVID J PAPPERT TREVOSE ELECTRIC INC 001036 ----------------------------------------------------------------------------- Permit No: E08-0257 Type: ELECTRICAL PERMIT Parcel No: 2101-064-0900-1 Site Address: 145 N FRONTAGE RD VAIL Location: Total Fees: $55.75 This Payment: $55.75 Total ALL Pmts: $55.75 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ EP 00100003111100 ELECTRICAL PERMIT FEES 51.75 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 ----------------------------------------------------------------------------- Development Review Coordinator , 75 South Frontage Road y> Vail, CO 81557 '' 5 , Phone: 970,479,228 . Fa�670-479 2"t y Inspections 97Q-479 2149 ELECTRICAL PERMIT APPLICATION Project Address (��-7 Project#: i�Rs(�g` �I'T I Building Permit#: �•�(} _ ' d Contractor Information r G Electrical Permit#: C 0 O Company: C-c,J o �,�q.. 11 /� Detailed Description of Work: C,r•1&'(k 1 n"tl�l.�lt (i 5 Company Address: y65s 1'wrAdrs k - City: LCD t ` State:�' Zip:�� �1 lS k� `ref UICfi- Contact Name:) �p�vG �Q17/G�� IGt. lz �O � !✓a�i+ j.. Contact Ph: X03 5�1^�OS�`� Cell:%C;3 5V_Cs?H E-Mail: ���1�..( sn,, C d�`'` (Use additional sheet if necessary) Town qVail Contracto egi�str-atttin No�: yc�.g` COMPLETE SQ. FOOTAGE FOR AREA OF WORK AND Xlj, _i` VALUATION OF WORK(Labor&Material) Contractor Sig ure ( equired) Amount of SQ Ft _. _. Electrical$ C`i6 Property Information Parcel#: Z10\oFKO�f�ol Work Class: Legal Description: Lot# Blk# New Addition ( ) Remodel ( ) Repair( )Other( ) Subdivision: A"m% = �4�) N;' nnC('u CG- 9d . \ku I Building Type: Job Name: ����G C� � 1 1poC Single-Family( ) Two-Family( ) Multi-Family( ) Commercial (}� Townhome( ) Other( ) Owner Name: Date Received: Mailing Address: (For Parcel#Contact Eagle County assessors Office at 970-328-8640 or visit www.eaglecounty.us/patie) Architect Designer O Engineer O Name: FD� Phone: 1- - " 2 � Fax: ie E-Mail: } s rrA OF ViAlL f Amendment to the 2002 N.E.C. Town of Vail Ordinance 4, Series of 2005 ❑ Overhead services are not allowed in the Town of Vail. ❑ Underground services shall be in conduit (PVC) from the utility transformer to the electric meter, main disconnect switch, and to the first electrical distribution circuit breaker panel. ❑ The main disconnect switch shall be readily accessible, and located next to the meter on the exterior wall of the structure. All underground conduits are required to be inspected before back-filling the trench. ❑ In multi-family dwelling units, no electrical wiring or feeder cables shall pass from one unit to another. Common walls and spaces are exempt. ❑ NM Cable (Romex) can be used only in single and multi-family dwellings. Type NM cannot be used in any building mixed with Type A,B.E,F,H,I,M&S occupancies. ❑ Aluminum conductors smaller than size#8 are not permitted. TOWN OF VAIL ELECTRICAL PERMIT GUIDELINES • All installations of exterior hot tubs or spa's require a DRB approval from planning. This application will not be accepted without a copy of the DRB approval form attached (if applicable). • If this permit is for installation of an exterior hot tub or spa on a new elevated platform or deck over 30"above grade, you must also obtain a building permit. ❑ If this permit is for installation of an exterior hot tub or spa on any existing deck or elevated platform, a structural engineer must review the existing condition and verify that it will support the added concentrated load. Please provide a copy of the structural engineers wet stamped letter or drawing with this application. ❑ If this is a remodel in a multi-family building with a homeowners association,a letter of permission from the association is required. ❑ If this permit is for a commercial space,two(2)sets of stamped drawings are required. Electrical one-line and panel schedules are required if load is added or distribution is altered. I have read and understand the above. Signature Date Signed If you have any questions regarding the above information or have additional questions, please contact the Town of Vail Electrical Inspector at 970-479-2147. The inspector can be reached on Monday thru Friday mornings between the hours of 8am and 9am. You may also leave a voice mail and the inspector will call you back. TOWN r AIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT 75 S. TAGE ROAD VAIL. 1657 970-479-2135 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ALARM PERMIT Permit #: A09-0067 Job Address: 145 N FRONTAGE RD VAIL Status . . . : ISSUED Location.....: 145 N. FRONTAGE RD W. Applied . . : 09/09/2009 Parcel No...: 210106409001 Issued . . : 10/26/2009 Project No f l :_16 $— of I_+ Expires . .: 04/24/2010 OWNER TOWN OF VAIL 09/09/2009 75 S FRONTAGE RD W VAIL CO 81657 APPLICANT WESTFIRE INC 09/09/2009 Phone: (303) 273-9800 5350 VIVIAN STREET ARVADA CO 80002 License: 702-S CONTRACTOR WESTFIRE INC 09/09/2009 Phone: (303) 273-9800 5350 VIVIAN STREET ARVADA CO 80002 License: 702-S Desciption: INSTALL THREE PANEL ANTENNAS TO MIDDLE CREEK HOUSING Valuation: $11,000.00 ******************************************************************** FEE SUMMARY ************************************************************ Electrical---------> $0.00 Total Calculated Fees--> $700.50 DRB Fee---------> $0.00 Additional Fees----------> $0.00 Investigation----> $0.00 Total Permit Fee--------> $700.50 Will Call---------> $0.0 0 Payments------------------> $700.50 TOTAL FEES--> $700.50 BALANCE DUE--------> $0.00 ************************************************************************************************************************************************* Approvals: Item: 05600 FIRE DEPARTMENT 09/23/2009 mvaughan Action: DN show titteen minute alarm time. Recalculat( requirement. Protect heated enclosure. Include knox box. Contractor advised. 10/13/2009 mlv Action: AP alarm panel and extinguishing agent tank a: adjacent to the entrance . CONDITIONS OF APPROVAL -)nd: 52 nitored fire alarm system required and shall comply with NFPA 72 (2002 ed. ) and VFES indards DECLARATIONS I hereby , 'edge that I have read this application, filled out in full the information required, completed an accurate plot plan, and st at aa]Vthe information as required is correct. I agree to comply with the information and plot plan,to comply with all Towrr.,--mances 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 B ELEPHONE AT 970-479-2252 FROM 8:00 AM-5 PM. SIGNATURE OV OWNER OR CONTRACTOR FOR HIMSELF AND OWNER TOWN OF VAIL, COLORADO Statement Statement Number: R090001536 Amount: $700.50 10/26/200901:57 PM Payment Method: Check Init: JLE Notation: 2091 westfire ----------------------------------------------------------------------------- Permit No: A09-0067 Type: ALARM PERMIT Parcel No: 2101-064-0900-1 Site Address: 145 N FRONTAGE RD VAIL Location: 145 N. FRONTAGE RD W. Total Fees: $700.50 This Payment: $700.50 Total ALL Pmts: $700.50 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 FIRE ALARM PERMIT FEES 412 .50 PF 00100003112300 PLAN CHECK FEES 288 .00 ----------------------------------------------------------------------------- September 16, 2008 E C E M 1 rerracon D Consulting Engineers and Scientists 10625 West 1-70 Frontage Road North Suite 3 Cricket Communications ^ 1 � Wheat Ridge Colorado -3300 �; + ��° Phone(303)423-3300 5680 Greenwood Plaza Boulev Suite 500 Fax(303)423-3353 www.terracon.com Greenwood Village, CO 80111 TOWN OF VAIL Attn: Ms. Kathy Covillo Re: Geotechnical Engineering Report Proposed Cricket Tower Site— DEN-4488 Vail Middle Creek 145 N. Frontage Road West Vail, Colorado Terracon Project No. 25085182 Dear Ms. Covillo, Terracon Consultants, Inc. (Terracon) has completed a geotechnical engineering exploration for the proposed Cricket equipment shelter to be located near the existing building at 145 N. Frontage Road West in Vail, Colorado. This study was performed in general accordance with our Master Professional Services Agreement, dated March 15, 2005, amended March 30, 2007. The purpose of these services is to provide geotechnical engineering recommendations for design of foundations and other earth connected phases of the project. Proposed Construction: As currently planned, construction on the site will include the proposed ancillary support equipment shelter with plan dimensions of about 12 by 20 feet. The proposed ancillary support equipment is in support of antennas that will be mounted on the roof of the existing building. Foundation loads for the proposed ancillary support equipment were not available at the time of this study. The ancillary support equipment is considered to be a lightly loaded slab-on-grade structure. Scope of Services: The scope of services performed for this project included site reconnaissance by a field engineer, a subsurface exploration program, laboratory testing and engineering analyses. One boring was drilled near the approximate location of the proposed equipment shelter, shown on the attached Boring Location Map, Figure 1. The boring was drilled with a rotary drill rig with continuous flight solid-stem augers. During the drilling operations, a lithologic log of the boring was recorded by the field engineer. Relatively undisturbed samples were obtained at selected intervals utilizing a 3-inch outside diameter samplers. Disturbed samples were obtained from auger cuttings. Penetration resistance values were recorded using methods based on the standard penetration test (SPT). This test consists of driving the sampler into the ground with a 140-pound hammer free-falling through a distance of 30 inches. The number of blows required to advance the sampler 12 inches or the interval indicated, is recorded and can be correlated to the standard Delivering Success for Clients and Employees Since 1965 More than 95 Offices Nationwide Geotechnical Engineering Report Terracon Proposed Cricket Tower Site—DEN-4488 Vail Middle Creek Vail,Colorado Terracon Project No.25085182 penetration resistance value (N-value). The blow count values are indicated on the boring logs at the respective sample depths, but are not considered N-values. A manual SPT hammer was used to advance the sampler in the boring performed on this site. A greater efficiency is typically achieved with the automatic hammer compared to the conventional safety hammer operated with a cathead and rope. The standard penetration test provides a reasonable indication of the in-place density of sandy type materials, but only provides an indication of the relative stiffness of cohesive materials since the blow count in these soils may be affected by the soils moisture content. In addition, considerable care should be exercised in interpreting the blow counts in gravelly soils, particularly where the size of the gravel particle exceeds the inside diameter of the sampler. A Iithologic log of the test boring was recorded by the field engineer during drilling operations. Groundwater measurements were obtained in the test boring at the time of site exploration. The boring was immediately backfilled following the completion of drilling operations for safety considerations. Therefore, a subsequent groundwater measurement was not obtained. The samples retrieved during the field exploration were returned to the laboratory for observation by the project geotechnical engineer and were classified in general accordance with the attached Unified Soil Classification System. At that time, an applicable laboratory- testing program was formulated to determine engineering properties of the subsurface materials. Selected soil samples were tested for the following engineering properties: • Water content • Water soluble sulfate content • Dry density • Resistivity • Consolidation/Expansion • pH Following the completion of the laboratory testing, the field descriptions were confirmed or modified as necessary, and the Log of Boring was prepared and is attached. Subsurface Conditions: As presented on the attached Log of Boring, fill materials consisting of clayey sand with gravel and cobbles were encountered at the ground surface and extended to a depth of about 8-'/2 feet below existing site grade, at which auger refusal conditions were encountered. Several attempts were made to advance the boring beyond 8-'/2 feet, with no success. Bedrock was not encountered within the boring to the termination depth. Field penetration test results indicate that the sand soils were loose to medium dense in relative density. 2 Geotechnical Engineering Report Terracon Proposed Cricket Tower Site—DEN-4488 Vail Middle Creek Vail,Colorado Terracon Project No.25085182 Based on our experience, clay soils are generally considered to be low to moderately expansive and sand soils are generally considered to be non-to low expansive. Groundwater was not encountered at the time of exploration. Due to safety considerations, the boring was backfilled with auger cuttings after drilling operations were complete; therefore subsequent groundwater measurements were not performed. These observations represent current groundwater conditions only, and may not be indicative of other times, or at other locations. Groundwater levels can be expected to fluctuate with varying seasonal and weather conditions. Equipment Shelter Support: Drilled Pier Foundation System: Based on the results of the exploration, we recommend the proposed equipment shelter be supported on a drilled pier foundation system. Along with this option, a structural floor system is also recommended for the interior of the equipment shelter. Straight shaft piers with a minimum shaft length of 4 feet are recommended. For axial compression loads, piers may be designed for a maximum end-bearing pressure of 1,500 pounds per square foot (psf. Subsurface parameters for axial compression, uplift loads and lateral soil response is provided in the Summary of Foundation Recommendations Table attached to this report. Uplift forces (if any) on piers should be resisted by a combination of dead load and pier penetration below a depth of 4 feet and in the bearing strata. All piers should be reinforced full depth for the applied axial, lateral and uplift stresses imposed. The amount of reinforcing steel for expansion should be determined by the tensile force created by the uplift force on each pier, with allowance for dead load. To reduce potential uplift forces on piers, use of long grade beam spans to increase individual pier loading and small diameter piers are recommended. For this project, use of a minimum pier diameter of 12 inches is recommended. A minimum 4-inch or greater void space should be provided beneath grade beams between piers. The void material should be of suitable strength to support the weight of fresh concrete used in grade beam construction and to avoid collapse when foundation backfill is placed. Free-fall concrete placement in piers will only be acceptable if provisions are taken to avoid striking the concrete on the sides of the hole or reinforcing steel. The use of a 3 Geotechnical Engineering Report Terracon Proposed Cricket Tower Site—DEN-4488 Vail Middle Creek Vail,Colorado Terracon Project No.25085182 bottom-dump hopper, or an elephant's trunk discharging near the bottom of the hole where concrete segregation will be minimized, is recommended. Pier-bearing surfaces must be cleaned prior to concrete placement. A representative of the geotechnical engineer should observe the bearing surface and pier configuration. Shallow Foundation System: As an alternative, the proposed ancillary equipment structure may be supported on a shallow foundation system. Slab-on-grade construction bearing on the existing soils is considered feasible. For protection against frost heave, all exterior foundations should be constructed at a depth of four feet below the ground surface. If slab on grade construction is desired, it is likely that expansive materials and/or frost heave action could cause the foundations to move approximately 1 to 2 inches. Excavations may require the use of specialized heavy-duty equipment, rippers and pneumatic equipment to facilitate rock break-up and removal. If some movement can be tolerated and spread footing and/or slab-on-grade foundations are utilized, an allowable bearing capacity of 1,500 psf is appropriate for the supporting soils. Any new fill placed for slab support should consist of granular materials and should be compacted to a minimum of 95 percent of the maximum density defined by ASTM D1557, at moisture contents within 3 percent of the optimum moisture content. Should structural loads be concentrated on the perimeter of the slab, a monolithic turn down edge should be considered. Thickened interior slab sections can be used to support concentrated or continuous slab loading provided that: • loads do not exceed 900 plf, thickened sections have a minimum width of 12 inches, and • thickness and reinforcement are consistent with structural requirements. Foundations and slabs should be reinforced as necessary to reduce the potential for distress caused by differential foundation movement. Foundation excavations should be observed by the geotechnical engineer. If the soil conditions encountered differ significantly from those presented in this report, supplemental recommendations will be required. Seismic Considerations: A site classification "D" should be used for the design of structures for the proposed project (2006 International Building Code, Table No. 1613.5.2). Corrosion Protection: Laboratory test results as part of this study indicate that on-site soils have minimum resistivities ranging from 2,950 to 3,550 ohm-centimeters and pH values ranging from 7.9 to 8.0. These values should be used to determine potential corrosive 4 Geotechnical Engineering Report Terracon Proposed Cricket Tower Site—DEN-4488 Vail Middle Creek Vail,Colorado Terracon Project No. 25085182 characteristics of the on-site soils and bedrock with respect to contact with the various underground materials, which will be used for project construction. General Comments: The Geotechnical Engineer should also be retained to provide services during excavation, grading, foundation and construction phases of the work. Observation of drilled shaft and foundation excavations should be performed prior to placement of reinforcing and concrete to confirm that satisfactory bearing materials are present and is considered a necessary part of continuing geotechnical engineering services for the project. Construction testing, including field and laboratory evaluation of fill, backfill, pavement materials, concrete and steel should be performed to determine whether applicable project requirements have been met. It would be logical for Terracon to provide these additional services for continuing from design through construction and to determine the consistency of field conditions with those data used in our analyses. The analyses and recommendations in this report are based in part upon data obtained from the field exploration. The nature and extent of variations beyond the location of test borings may not become evident until construction. If variations then appear evident, it may be necessary to re-evaluate the recommendations of this report. We have appreciated being of service to you in the geotechnical engineering phase of this project, and are prepared to assist you during the construction phases as well. If you have any questions concerning this report or any of our testing, inspection, design and consulting services, please do not hesitate to contact us. Sincerely, -AQC RME TERRACON CONSULTANTS, INC. ,...., J. C) o • 34273 ss�CNAL��. Melanie K. Longi Andrew J. G ner, P.E. Staff Geotechnical Engineer Geotechnic Department Manager Copies to: Addressee (1 via-email) 5 Geotechnical Engineering Report Terracon Proposed Cricket Tower Site—DEN-4488 Vail Middle Creek Vail,Colorado Terracon Project No.25085182 Summary of Foundation Recommendations Table Allowable Vertical Ultimate Lateral Parameters Parameters Beam on Elastic Foundation LPILE Parameters Layer Depth, k;, coef. of feet Bearing, Skin Friction, Passive Hori. Sub. psf EFP,psf/ft Reaction Sd,psf Y k (static) k (cyclic) (tcf) Soil Code (pci) Su (psi) pci pci F50 -- -- -- 4+ 1550 30 3504 4 0.067 0 30 25 25 -- Note: Top 48 inches of foundation depth should be ignored due to frost heave. 6 30't 10' 21•_6• 6•• 20._6. PROPOSED 12'-8"K2O'-8"WOOD PROPOSED EVERGREEN TREE SITE FRAMED EQUIPMENT SCREENING (3 TOTAL — MIN. 6' HIGH) RELOCATED TREES SHELTER W/EIFS EXTERIOR FINISH (EIFS COLOR AND TEXTURE EXISTING RETAINING WALL TO MATCH EXISTING BUILDING) PROPOSED CRICKET ANTENNA W/RAO a CENTER 6 71' AND AZIMUTH OF 280' --- _—'—_ _ — — (PAINT TO MATCH EXTERIOR BUILDING COLOR) PROPOSED CRICKET UTILITY I H—HRAME I U PROPOSED CRICKET COAX j Fes.' / I I ROUTING INSIDE BUILDING AT ROOF PROPOSED HIP ROOF WITH LOWER � I UNDERSIDE OF EXISTING EDGE 3-8'ACCESS III i, C. -3:12 SLOPE AND ROOF JOISTS (TYP) DOOR 1'-0"OVERHANG / (TYP m I a I N n II 4't i I I _ ID REMOVE EXISTING I ,I TREE AND RELOCATE—I (2 TYP) I I 1 I II i jl I I I I " II 1 --------------- -- — -�I I I� ool i--- ----------------------J � PROPOSED � I II 0 0 S -- _ — CRICKET II I --_-- 13'_4"x21'_8• PROPOSED UNDERGROUND b I ROOF ROOF II I CABLE DUCTBANK LEASE AREA I I l SLOPE ROOF PEAK ELEV. 78'-2't SLOPE li 1 I 1 I I PROPOSED 12"VERTICAL CABLE TRAY-EXACT PROPOSED 4'x13' CRICKET I I II I LOCATION TO BE DETERMINED IN THE FIELD EQUIPMENT PLATFORM (PAINT TO MATCH INTERIOR FINISH COLOR) II w o r— I I o� L I I rc m 4-1 I I 1 I I I I I ______________ __ L _ __________ _ ______________ _ _____—_________— LIC A HIDDEN XIS INDICATES APPROXIMATE LOCATON OF EXISTING WALL CONSTRUCTION UNDERNEATH THE ROOF(TYP) EXISTING HIGH ROOF EDGE OVER TOWER PROPOSED CRICKET COAX ROUTING INSIDE BUILDING ELEMENT AT UNDERSIDE OF EXISTING ROOF JOISTS(TYP) Legend PROPOSED CRICKET ANTENNA W/RAD CENTER O 71'AND AZIMUTH OF 110' 1 (PAINT TO MATCH EXTERIOR BUILDING COLOR) APPROXIMATE BORING LOCATION °M� ]Ed BORING LOCATION MAP FIG.Na Do" MKL Irerracon Proposed Cricket DEN-4488 Vail Middle Creek MKL ConsultiRpErgirwors.na9c+.rtla(a 145 N.Frontage Road West MKL 10825 W.H70 Fronl•qeRwtl N.,SW1e3 Vail,Colorado TVP�sl - W id Ridge.C 1b and o 80033 ac LOG OF BORING NO. 1 Page 1 of 1 CLIENT Cricket Communications SITE PROJECT Vail,Colorado Proposed Cricket DEN-44813-Vail Middle Creek SAMPLES TESTS Oe N CL m o o W= DESCRIPTION w z z� 8 _ (0 m p wH D OW °'of 0 d V 2 ra V LLJ 0 a7o z� vim ` cc LU U)FILL,CLAYEY SAND, fine to coarse SC 1 BS 5 grained,with gravel,trace cobbles, brown, loose to medium dense SC 2 RS 0 32 SC 3 RS 0 10 5 SC 4 BS 15 18.5 BOTTOM OF BORING 0 0 c? F_ W r z 0 0 W H a The stratification lines represent the approximate boundary lines *Manual Hammer between soil and rock types: in-situ,the transition may be gradual. WATER LEVEL OBSERVATIONS,ft BORING STARTED 9-10-08 WL None WD 1 Backfilled BORING COMPLETED 9-10-08 o WL Irerracon RIG Unlimited FOREMAN RG o WL APPROVED AJG JOB# 25085182 co U.S.SIEVE OPENING IN INCHES I U.S.SIEVE NUMBERS I HYDROMETER 4 2 1 1123/8 6 10 16 30 50 100140 6 3 3/4 3!8 4 8 14 20 40 60 140 100 95 90 85 80 75 70 65 I- 2 w 60 m 55 o: z 50 LL H 45 z w 40 w a 35 30 25 20 15 10 5 0 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS GRAVEL SAND SILT OR CLAY COBBLES coarse fine coarse medium fine Specimen Identification Classification LL PL PI Cc Cu • 1 5.Oft CLAYEY SAND(SC) 29 20 9 M a * in O Specimen Identification D100 D60 D30 D10 %Gravel %Sand %Silt %Clay w • 1 S.Oft 37.5 0.771 0.087 14.3 57.5 28.2 Z m U W r * d N 0 GRAIN SIZE DISTRIBUTION w Project: Proposed Cricket DEN-4486-Vail Middle Creek Irerracon Site: Vail, Colorado � Job#: 25085182 Date: 9-12-08 r SOIL PROPERTIES Proposed Cricket Tower Site— DEN-448B Vail Middle Creek Vail, Colorado Terracon Project No. 25085182 Atterberg Expansion Corrosivity Soil Property Percent Limits Passing p Water Remarks Boring g D(ft)h Soil Class. Initial D Initial suKSFr a Ex pan Rohmtcmy Salts Soluble Density Content #200 Sieve LL PI g p o ) pH Soluble (Pc f) 1 0-5 SC 5 7.9 2,950 5 1 5-10 SC 15 28 29 9 8.0 3,550 Note: Initial Dry Density and Initial Water Content are in-situ values unless otherwise noted. REMARKS 1. Compacted density(approximately 95%of ASTM D698 maximum density at moisture content slightly below optimum). 2. Compacted density(approximately 95%of ASTM D1557 maximum density at moisture content slightly below optimum). 3. Submerged to approximate saturation. 4. Dry density determined from one ring of a multi-ring sample. 5. Visual Classification. Irerracon LEGEND CRICKET WIRELESS PROJECT ■ FOUND MONUMENT,MARKED AS NOTED PROPERTY DESCRIPTION: ® ELECTRIC TRANSFORMER DETAIL EXHIBIT TELEPHONE PEDESTAL Lot 1, Middle Creek Subdivision. Town of Vail, Eagle County, Colorado. SITE NAME:Vail Middle Creek © WWATE Al METER°� I i /� /\ SEARCH RING NUMBER:DEN-448B ® STORM 5 INLET Imo, BUILDING ENrLOPE� `� 0 CONIFER TREE \ Town of Vail,Eagle County,Colorado VIC NITY MAP CONCRETE I N.T.S. LEGAL DESCRIPTION OF LEASE AREA: EXISTING 2a I asPPALr n°I I ) SITE That portion of Lot t, Middle Creek Subdivision, recorded at Reception No. 840623 in the records N. FRONTAGE RD WEST of the Eagle County Clerk and Recorders office, described as fallws: ® wALL I Commencing at the southeast corner of Lot 2, Middle Creek Subdivision, thence N 21'34'57"E / (bearings are based on geodetic north, according to WGS 84 projection. Bearings are also relative I I >a l REEK to the bearings of Middle Creek subdivision if rotated 0'5'31"clockwise) a distance 75.67 feel to >a / RD the point of beginning; thence N 19'57'56"E. 21.67 feel; thence S 70'02'04"E. 13.33 feet; thence 20.67'x12.67' S 19'57'WIll. 21.67 feet; thence N 70'02'04"W, 13.33 feet feet to the point of beginning. EOUIPMENT ^», SHELTER WIT IN / Containing a calculated orea of 289 square feet, more or less. e � t3.33's2t.67' g LEASE AREA / R FRONT ACE I EXISTING /� WEST LEGAL DESCRIPTION OF ACCESS AND UTILITY CORRIDOR: OwEST' BUILDING /• 28.2 I� That portion of Lot 1, Mitltlla Creek Subdivision, recorded of Reception No. 840623 in the records 27.7 I of the Eagle County Clerk and Recorders office. described as follws; If I m Commencing at the southwest corner of Lot 2, Middle Creek Subdivision, thence N 21'34'57"E (bearings are based on geodetic north, according to WGS 84 projection. Bearings are also relative to the bearings of Middle Creek subdivision if rotated ('5'31"clockwise) a distance of 75.67 feel to the point of beginning; thence N 70'02'04"W, 5.33 feet; thence S 19'57'56W, 37,38 feet; 6UILDINC HEIGHTS: thence S 0'05'31"W, 48.26 feet; thence N 83'30'52"W, 21.21 feet; thence N 6'29'08"E, 10.00 feet GRAPHIC SCALE ( - oM OF CAVE:75.4' LEASE AREp1/EASEMENT EXHIBIT to the south fine of Lot 2, Middle Creek Subdivision; thence S 83.30'52"E, along said south line, a 20 0 la .o PEAK OF ROOF:762' distonce of 10.03 feel to the southeast corner thereof; thence N 0.05'31"E, along the east line of ' .0 ° j ARE said Lot 2, o distance of 38.82 feet; thence N 19.57'56"E, 49.13 feet;thence S 70.02'04"E, 15.33 -�\ � feet; thence S 19'57'56"W, 10.00 feet to the point of beginning. PROPOSED ANTENNAS --�r P I inch=20 R - a I .1 -I EXISTING / LINE BEARING DISTANCE RbCK ILL.'S a •OWEST" _ j L1 N 145TSfi"E 21.61 Containing a calculated area of 1127 sq MOfe feet, more or less. a l - BUILDING X6.2 GT aT' L2 s 7v02'o4 Ts.ss L3 5 145]561v 21.6] EXISTING / Qr 117.7 t. IO'O L4 N]P°20a 13.33 BUILDING •L' -A/ .p/ P ACCESS k UTILITY EASEMENT 1 f f 6E y LS N 7002'04 x 5.33 L6 5 O'OS'31'w 48.26 _I f 'I �• /Y ___-------- 2/ -�/'e ) / L] N 653052 21.27 _I r '` - / L6 N 6.290062E 10.00 . 1 1/2 ALUMINUM CAP ' ® >' J'•< 5 6530 52 E 10.03 L10 N 70'02'•E 36.62' •� °�k1GE• i _ / ry„) BI11Lf]ING HEIGHTS: Ip• PEAK OF SAVE:75.4' L11 N 7P02'04 15.33' ' i EtE'�rE�•• ]J ' =ry,�� ° PEAK OF ROOF:78.2' L12 5 19'57'56W 10.00' ASPHALT DRIVE ACCESS•D ®_I(eE {pC` "/N� �/ �I m�f ❑ ,/� /� PROPOSED ANTENNAS URLTiY[;,SCE,AND - " I •Q/�Y/ �'�e.I PLAT_ - I �/ oW ' , NI ---- i - I BUILDING I gym; I EXISTING ' I DRAINAGE MD 1 411 d j NOTES: UTILITY EISEmew ° I •� PER PLAT •f_� 1. The purpose of this survey is to depict the existing physical improvements at the I - i Lam`"_ - �. GRAPHIC SCALE P P Y PI e P Y I P L_ Q aC ^s o to :u time to the survey and is ury the limits of a lease area and easements I L•_3�y gy,,ariEIT1, appurtenant thereto. This survey is not °bountlory survey nor does it represent a monumented land survey. This survey is not intended to be used for the creation, ```•� %�' _I(•t2E, �l!�40 Iw FEErt conveyance, or transfer of any fee simple parcel. Monuments shown hereon are `� I inch for reference only and are not intended to be relied upon for the establishment of •_ APPROXIMATE LIMBS -7 _ �'I \ '` 'Y e �� -2 MEDIUM ROCK FALL�I I Qb M'`_ any boundary shown on this tlocument. No monuments were established from this ---- �� 10'UTILITY EASEMENT -`_�/ c _ survey. _____________; HAZARD AREA I l I 2. This survey does not constitute a title search by Clark Land Surveying, Inc. to determine ownership or easements of record. No title commitment was provided by ' the client. 3. Bearings ore based an geodetic north, according to WGS 84 projection. Bearings are OVERALL EXHIBIT also relative to the bearings of Middle Creek subdivision if rotated 0'5'31" clockwise. l 4. Elevations are based on NAVD 88 datum. 5. Federal Emergency Management Agency, Flood Insurance Rate Mop, community-panel number 08037CO453D, effective date December 4, 2007, indicates the area in the .•:•:mil �` vicinity of this porcel of land to be a zone X (area determined to be outside the JJ__,,<<' ••,• I 500 Ye ar flood lain. )CR\PIIICSC LE APPROXIMATE 111M>$ �� �r $ I s. 6 to Easements and public location an purpose and ewerresnot examined as on this nrestrictions.were exclusons, as I � M .UM��K FALL lr,1' "' $ \ �I)i IIN FEE7) ( conditions, obligations, terms,or as to the right to grant the some. ' -`: _ qa,, I Lea=1008 ..'.'r .•.Y.•• 10'ELECTRIC -"'C'•' ET,BOOK 642 PA r •.�,f�...'.'• 4113N' 612 PAGE}II t!II DRAINAGE AND UTILITY g EM RAN /2" _ I EASEMENT AD �PE�RI Pur SURVEYOR'S STATEMENT: 5 -- •.� ex(( ------ Plgi ALUMINUM CAP �lM1 ------------- BUILDING ENVELOPE On the basis of my knowledge, information and belief, I hereby state and declare that a this drawing Was prepared under my direct supervision to the standard of care of 1t , "� surveyors practicing in the State of Colorado and that the information shown hereon is �•��' ` r--- \ 10 UTILITY true and correct to the best of my knowledge and belief. N J --_-�-J 1_ I EASEMENT % '��20'DRAINAGE I f EASEMENT PER PLAT \ N This statement is neither a warranty not a / M.y1. -=+._ _ t0'MnLm AND i T ^ y guarantee, either expressed or implied. '-I--_- DRAINM.E EASEMENT y .. ME'V'D�XIMATE U i 20'SEWER HAZARD AREA F ITS`�■�p'eeti �6•SC - s�7,<� �-PER PUT EASEMENT j$ RF•Sr 'V0J?' F I N `••+,.... Roy LOAD r 'r>t• ~�- •� 32439 wt I 'Aa%6/26/2006: B0.GD' m gg;•.. 3"BRASS CAP.SE III a Johannes pRAt UR0`' CORNER SECTION 6 =1 Mork S . Pro Colorado Professional Land Surveyor No. 32439 For and on behalf of Clark Land Surveying, Inc. Revisions - CRICKET WIRELESS PROJECT Clark Land Surveying,Inc. No. Description By Date a-. rtesa m.c,s rmlM m<�6®no,m m.l<u<rlmwMS: Nona:a <al.lo ca d kv M C n 6 u Inln,mml"na E<.AI<ml.a4�,.<rR1<IMm�e<zaah.CLSI".1-fmo,;.�wNf SITE NAME:Vail Middle Creek Boundary GPS•Mapping I. ADDED LEASE,EASEMENTS,LEOALS&TITLE REVIEW AJN 5/122008 .. xr m"o<.rm ma.>^T<cmn 6a,M aP,a.ny aetm in mM N,.<T 6a It_,fin'onEl6elCLSIl,m]IlenEruneTm's<nnryewcc.vaM.^r<9u Ws. menr2AmoreN<n,rnvnnTmmll,rml<aT,6<<mI6�6..,M�,6<,n,a. SEARCH RING NUMBER:DEN-448B 119 North pima CO venue 2. MOVED LEASE AREA UPDATED ESMTS.,&LEGALS A]N 6/242008 -Am roc om,;a.a.o ttsl.oe w.,n<.m,mnm by cut tom-1.cams, 1 aw.,, Colorado Springs,L' A0903 3. COMMENTS PER TOWN OF VAIL AJN 8/''62008 -APAarWoettrvaN<<ac,oa.nm.,,u as<6m.a 6va,n;ct_sl a,uaa<:oo.,<.n a<,wmmnMm. Pm ect Drawn B:NK Date:05.061MR 719.633.8533 FAX 719.633.9823 -Fk.d i m,=uo„I:x,;..a eom,6<r<�r,I En«:,a,�M.op�e<e=��m�AC No. 8157 Checked By: MSJ I Sheet: 1 of I 30'± 10' 21'-8" — 6 20'-8" 12875 East 42nd Avenue ` NOTE: 1 3 Suite 70 SHELTER ACCESS DOOR, '^ Denver,CO 80239 EXISTING RETAINING WALL ( FRAME AND HARDWARE TO BE ^��` Office:720.374.1911 ?\ A MINIMUM 3/4—HR RATED ( NOTE: ; Fax:720.374.1890 ASSEMBLY ALL EXTERIOR WALL CONSTRUCTION ON PROPOSED ` SHELTER TO BE UL DESIGN I #U309 (1—HR RATED) PROPOSED Dynatek _ PROPOSED EVERGREEN TREE SITE 12'-8'x20'-8" WOOD SCREENING (3 TOTAL — MIN. 6' HIGH) FRAMED EQUIPMENT RELOCATED TREES SHELTER W/ EIFS ., EXTERIOR FINISH (EIFS TELECOMMUNICATIONS SERVICES EXISTING RETAINING WALL COLOR AND TEXTURE BU MATCH EXISTING 7134 Brookwood Drive � BUILDING) EXISTING PAVED PARKING Brookfield,OH 44403 Phone:800-838-3224 PROPOSED CRICKET ANTENNA W/ RAD ————————————— — +— CENTER ® 71' AND AZIMUTH OF 280 I Fax:330-448-4337 co (PAINT TO MATCH EXTERIOR BUILDING COLOR) PROPOSED —r—_ _ + www.dynatektelecom.com CRICKET UTILITY H—HRAME 13 l I DYNATEK 6758 PROPOSED CRICKET COAX LOWER ^� + I PRO7.NO.: ROUTING INSIDE BUILDING AT �{ I 1 UNDERSIDE OF EXISTING ROOF PROPOSED I T � I HIP ROOF WITH DRAWN BY: s.RM ROOF JOISTS (TYP) EDGE 3'-8" RATED I ^�� I 3:12 SLOPE AND ACCESS DOOR 1�1'-0" OVERHANG - -- I I CHECKED BY: D.C.B. F------ ----� � �I .` 4',r c — I I (TYR) ,i 3 jr REE MO EXISTING I SUBMITTALS ----------- ———— ------ VE I 1 �i TREE AND RELOCATE—I PROPOSED CRICKET ANTENNAS W/ RAID I ---_ ------------ -----------�-- I (2 TYP) 1 1 I CENTER ® 71' AND AZIMUTH OF 180' 11 4- I� I — I (PAINT TO MATCH EXTERIOR BUILDING COLOR) I I� �I j�---= —— —— - _ -� 9/26/08 CODE REVIEW COMMENTS II w a rT 2 9110/08 CODE REVIEW COMMENTS BOTTOM OF ROOF SAVE ELEV. 75'-4"f I II I PROPOSED 1 7/18/08 REDLINE REVISIONS 1 11 I CRICKET PROPOSED UNDERGROUND 13'-4"x21'-8" 0 5/19/08 ISSUED FOR REVIEW ROOF ROOF it I CABLE DUCTBANK LEASE AREA o I I SLOPE ROOF PEAK ELE77W SLOPE II H I I it I PROPOSED 12" VERTICAL CABLE TRAY—EXACT THE INFORMATION CONTAINED IN LOCATION TO BE DETERMINED IN THE FIELD PROPOSED 4'x13' CRICKET PROPRIETARY BYTUE DOCUMENTS ANY I II I EQUIPMENT PLATFORM (PAINT TO MATCH INTERIOR FINISH COLOR) USE OR DISCLOSURE OTHER THAN I I 11 I THAT WHIC ENT I — NAME IS Y P �I — r----1 r----� r---� r— w I —— L———J L———J L———J L— a- 0 p I I I II ' CO David C. ------------------------------------------------------ -------- �audo LIGHT HIDDEN LINE INDICATES APPROXIMATE 305778 LOCATION OF EXISTING WALL CONSTRUCTION / p / IGH ROOF UNDERNEATH THE ROOF (TYR) EDGE OVER TOWER EXISTING H •SF ���� ELEMENT PROPOSED CRICKET COAX ROUTING INSIDE BUILDING AT UNDERSIDE OF EXISTING ROOF JOISTS (TYR) AR PROPOSED CRICKET ANTENNA W/ RAD VAIL MIDDLE CREEK CENTER ® 71' AND AZIMUTH OF 110' DEN-448B (PAINT TO MATCH EXTERIOR BUILDING COLOR) ti 145 N. FRONTAGE ROAD WEST VAIL, CO 81657 EXISTING BUILDING SHEET TITLE: ROOF/SITE PLAN X04 SCALE: 2' 0 2' 4' 6' SHEET NUMBER: 1/6°=1' (1107) A- 1 1/4"=1' (24236) NOTE: ANTENNAS ARE TO BE PAINTED TO MATCH EXTERIOR WALL FINISH COLOR UNLESS NOTED OTHERWISE 12875 East 42nd Avenue Suite 70 Denver,CO 80239 Office:720.374.1911 Fax:720.374.1890 Dvnatek TELECOMMUNICATIONS SERVICES PEAK OF ROOF 1 7134 Brookwood Drive Brookfield,OH 44403 Phone:800-838-3224 H Fax:330-448-4337 o www.dynatektelecom.com i EXISTING I N DYNATEK 6758 BUILDING PROJ.NO.: (TYP) DRAWN BY: S.R.M. -H CHECKED BY: D.C.B. r PROPOSED CRICKET SUBMITTALS ANTENNA W/ RAD CENTER w ® 71' AND AZIMUTHS OF � 180' AND 280' w V Q � -H 2 9/10/08 CODE REVIEW COMMENTS h 1 1 7/18/08 REDLINE REVISIONS Q Z ^ 0 5/19/08 ISSUED FOR REVIEW Z W PROPOSED SHELTER a THE INFORMATION CONTAINED IN ROOF SHINGLES TO r PROPRIETARY TARYFBYY NATURE.DOCUMENTS ANY MATCH EXISTING PROPOSED Y USE OR DISCLOSURE OTHER THAN BUILDING EVERGREEN TREE c.1 THAT WHICH LIENT SITE SCREENING NAME IS (3 TOTAL — MIN. o 6' HIGH) o vAij "VA/ AAj. CL d G algid C. PROPOSED RELOCATED TREES B,9C1 PROPOSED 12'-8"x20'-8" WOOD FRAMED EQUIPMENT \\/j�\\///\\ \ 305778 SHELTER AND TMATCH EXTERIOR FINISH I \ TEXTURE TO EXISTING BUILD G) PROPOSED //\ //\ //� // / ✓/� \%�\�\/ \ �i \ �!� `, UNDERGROUND CABLE DUC BANK VAIL MIDDLE REEK DEN-448B 145 N. FRONTAGE ROAD WEST VAIL. CO 81657 SHEET TITLE: ELEVATIONS SCALE: 4' 0 4' 8' 12' 1/16'=1' (1107) SHEET NUMBER: 1/8"=1' (24236) A-2 NORTHWEST ELEVATION 1 NOTE: NOTE: ANTENNAS ARE TO BE PAINTED TO ANTENNAS ARE TO BE PAINTED TO 12875 East 42nd Avenue MATCH EXTERIOR WALL FINISH COLOR MATCH EXTERIOR WALL FINISH COLOR Suite 70 UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE Denver,CO 80239 Office:720.374.1911 Fax:720.374.1890 Dynatek TELECOMMUNICATIONS SERVICES PROPOSED CRICKET ANTENNA 7134 Brookwood Drive PROPOSED CRICKET ANTENNA W/ RAID CENTER ® 71' AND Brookfield,OH 44403 W/ RAID CENTER ® 71' AND AZIMUTHS OF 110' Phone:800-838-3224 AZIMUTHS OF 180' AND 280' Fax:330-448-4337 www.dynatektelecom.com PEAK OF ROOF PEAK OF ROOF DYNATIIC 6758 �. PROJ.NO.: PROPOSED CRICKET ANTENNA ± -H W/ RAID CENTER ® 71' AND o DRAWN BY: SRM. AZIMUTHS OF 110' PROPOSED CRICKET ANTENNA d EXISTING W/ RAD CENTER ® 71't CHECKED BY: D.C.B. -H BUILDING / AND AZIMUTH OF 280' (n P) EXISTING SUBMITTALS � i ❑ BUILDING w / ❑ (TYP) + w V j o PROPOSED SHELTER ROOF� ' ❑ ❑ [—MATCH SHI TING TO w 2 9/10/08 CODE REVIEW COMMENTS PROPOSED 12'-8"x20'-8" %' BUILDING z WOOD FRAMED EQUIPMENT / 1 7/18/08 REDLINE REVISIONS SHELTER W/ EIFS EXTERIOR /�' PROPOSED 12'-8"x20'-8" o 1 o s/19/M ISSUED FOR REVIEW a FINISH (EIFS COLOR AND j / ❑ WOOD FRAMED EQUIPMENT � a-1 w TEXTURE TO MATCH EXISTING H -H �� SHELTER W/ EIFS EXTERIOR = THE INFORMATION CONTAINED IN BUILDING) PROPOSED SHELTER `F / ❑ FINISH (EIFS COLOR AND d THIS SET OF DOCUMENTS IS r Q ROOF SHINGLES TO n TEXTURE TO MATCH PROPRIETARY BY NATURE. ANY / a USE OR DISCL ER THAN MATCH EXISTING j EXISTING BUILDING) w Z THAT WHI ENT Y BUILDING c.1 w NAME Y Cif PROPOSED ❑ z RELOCATED ❑ PROPOSED a TREES (TYP) - "-'LL __ RELOCATED W e Ln TREE Y U r� 0 - "J David C. .� o GRADE � (BEYOND) PROPOSED ❑ a EVERGREEN TREE / / ,/ �" u° GRADE SITE SCREENING /\\\ /\\\ %/ /\\/1 l i �. \� I �. \ :\ N Qaudo (BEYOND) (3 TOTAL — MIN. \\\/..%\\/ %� `; 1 /�L /l� l/ \�/ �// o 6' HIGH) �J\ �//\� \i/, i a 3a57r8 LJ EXISTING 90a RETAINING WALL GRADE (BEYOND) VAIL MIDDLE CREEK // ---------------------------------------------------------------------------- DEN-448B 145 N. FRONTAGE ROAD WEST VAIL,CO 81657 SHEET TITLE: ELEVATIONS SCALE: SCALE: 4' 0 4' 8' 12' 4' 0 4' 8' 12' 1/16"=1' (11x17) 1/16"=1' (11x17) SHEET NUMBER: (24x36) 1/8"=1' (2406) A-3 SOUTHWEST ELEVATION 2 NORTHEAST ELEVATION 1 PROPOSED CRICKET 5' H-FRAME TO BE CONSTRUCTED OF 3 )," DIA. GALVANIZED WARNING TAPE 12875 East 42nd Avenue POSTS AND 1 %" UNI-STRUT AT A HEIGHT OF 7' AB COMPACTED BACKFILL 6 ML YELLOW ABOVE FINISH GRADE. POSTS ARE TO BE SET IN CONCRETE FOOTING (12" DIA. x 3' DEEP). Suite 70 _ Denver,CO 80239 Office:720.374.1911 PROPOSED CRICKET METER AND MANUAL III 1lll f r I Fax:720.374.1890 r3. TRANSFER SWITCH LOCATION I I _I I II 1l -.l II =II Dynatek 13'N. 7" 1 = 3'-6" � TELECONDAMCATIONS SERVICES COMPACTED 7134 Brookwood Drive - --— — - PROCESSED GRAVEL, Brookfield,OH 44403 —1- " TYP. 6' MIN. ON ALL SIDES. Phone:800-838-3224 2 1 www 30-4 ektele om.com 0 0 — _. _.._7 _L. ��I ..`_ DYNATEK 6758 DRAWN BY: S.R.M. CAECKEDBY: D.C.B. PROPOSED CRICKET HALOGEN LIGHT SUPPORTED BY A 1" RIGID PROPOSED CRICKETUNDERGROUND CABLE DUCTBANK, CONDUIT. TIMER SWITCH AND A GFI RECEPTICLE MOUNTED ON EDGE (3)-4" DIA. PVC CONDUITS SUBMITTALS OF PPC CABINET ABOVE TELCO PARTITION. P9/10/08 ODE REVIEW COMMENTS EDLINE REVISIONS TYPICAL PLATFORM LAYOUT 2 UNDERGROUND DUCTBANK DETAIL 0 5/19/08 ISSUED FOR REVIEW 1 THE INFORMATION CONTAINED IN 3/16"x1" HDG SMOOTH MINIMUM OF 75% OR OBSTRUCTIONS MUST GPS ANTENNA PROPRIETARY BY DOCUMENTS ANY GRATING (19W4) 270' IN ANY DIRECTION BE BELOW 15' �- USE OR DISCLOSURE OTHER THAN z THAT WHICH CLIENT Uj PROPOSED 4'x13' MODULAR �s NAME IS p, FRAME ASSEMBLY I � Z) 1-1/4"0 SCH. 40 STAINLESS a STEEL OR GALV. PIPE O I .i._ I r u I � L `,� � I I � 1, l_ II ,I Da vice C. CC��7O0 PIPE CAP r� FC;sl L_lf �?UC�O �I�_iyi�C7l Lr GPS MINIMUM SKY VIEW REQUIREMENTS R II �}�r�g JF, �4rlC r WELDED ADJUSTMENT NUT YIJ!�� �t�i��r��t. Yl v �� I�2 Floe G c Iii i i NOTES: I BRIDGE SUPPORT gut _ L _ j� � (6) HDG 9" ALL THREAD w/ 1. THE ELEVATION AND LOCATION OF THE GPS PIPE ADJUSTMENT NUT ANTENNA SHALL BE IN ACCORDANCE WITH THE -`�I=nn nt -_ FINAL RF REPORT. DETAIL G (12) HDG 3/4" NUT 2. THE GPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD 1-1/4" DIAMETER, VAIL l� ODLE CREEK SCHEDULE 40, GALVANIZED STEEL OR DEN-448B STAINLESS STEEL PIPE. THE PIPE MUST NOT BE THREADED AT THE ANTENNA MOUNT END. 1 1/4" PIPE TO THE PIPE SHALL BE CUT TO THE REQUIRED 3" PIPE CLAMP DETAIL G HAND OR(MINIMUM ROTARY PPE CUTTER TO USING ASSURE A iL5 N.FRONTAGE ROAD WEST SMOOTH AND PERPENDICULAR CUT. A HACK VAIL,CO 81657 SAW SHALL NOT BE USED. THE CUT PIPE END (6) HOG ADJUSTABLE SHALL BE DEBURRED AND SMOOTH IN ORDER SUPPORT LEG w/ 3/8" PAD TO SEAL AGAINST THE NEOPRENE GASKET BUS BAR GROUNDING KIT SHEET TITLE: ATTACHED TO THE ANTENNA MOUNT. 3. IT IS CRITICAL THAT THE GPS ANTENNA IS 1/2 0 COAX CABLE 8" MINIMUM PLATFORM,ICE BRIDGE, MOUNTED SUCH THAT IT IS WITHIN 2 DEGREES BENDING RADIUS PER &GPS DETAILS OF VERTICAL AND THE BASE OF THE ANTENNA MANUFACTURER'S STANDARD ' 4 IS WITHIN 2 DEGREES OF LEVEL. SECTION A-A #2 AWG BOW #6 AWG GROUNDING KIT CABLE (PROVIDED SHEET NUMBER: 4. DO NOT SWEEP TEST GPS ANTENNA. WITH KIT) TO GROUND A-4 PLATFORM DETAIL (AS MAUNF.BY EMI 800453-0050 OR APPROVED EQUAL) 4 GPS DETAILS 3 \\\����1mA IIIIIIII A//A/j�/ c / % 330 0 30 j RF CONFIGURATION 3 Wes- 1111,00 - 60 j SECTOR 1 SECTOR 2 SECTOR 3 }t\ =270 90 AZIMUTH 280' 110' 180' 4-_ -r 40 120\ ANTENNA Ht (ft) 71' 80' 71' 12875 East 42nd Avenue (ALP ��\ %� 210 150 ��� Suite 70 SECTOR 180 OF ANTENNAS 1 1 1 ��/iil �p\\�\ # Denver,CO 80239 AZIMU /III�IIIIIIIIIl1U� TM 280' L/ YV/ �eET ANTENNA MODEL HBX-6516D5—R2M HBX-6516D5—R2M HBX-6516DS—R2M Office:720.374.1911 SeCTO4 NOTES: MAGNETIC DECLINATION ANTENNA MODEL—OTHER — Fax:720.374.1890 /O, 1. TYPES AND SIZES OF THE ANTENNA CABLE ARE BASED ON ESTIMATED LENGTHS, PRIOR TO ELECTRICAL DOWN—TILT 0 0 0 D N ORDERING CABLE, CONTRACTOR TO VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION c �D> GREEN LAYOUT AND NOTIFY PROJECT MANAGER IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS. MECHANICAL DOWN—TILT 0 0 0 Dvnatek i Q ORANGE CABLE LENGTH (ft) 110 100' 150' A 0 y (TX1/RX1) 2. CONTRACTOR SHALL VERIFY THE DOWNTILT OF EACH ANTENNA WITH A DIGITAL LEVEL. J m o v 3. CONTRACTOR TO CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. CABLE TYPE (inches) 1 5/8" 1 5/8" 1 5/8" TOP JUMPER LENGTH (ft) 6' 6' 6' TELECOMMUNICATIONS SERVICES 4. COLOR BANDING SHALL BE 2" WIDE ON THE MAIN LINE (5 WRAP MIN.). SPACING TO BOTTOM JUMPER LENGTH (ft) 6' 6' 6' BE 1" BETWEEN COLORS. COLOR BAND ON JUMPERS 1" WIDE WITH 1" SPACE. START 7134 Brookwood Drive ANTENNA ALIGNMENT COLOR BANDS 2" BEYOND WEATHERPROOFING. START SECTOR COLOR NEXT TO END Brookfield,OH 44403 CONNECTOR. Phone:800-838-3224 ANTENNA ORIENTATION DETAIL 7 RF CONFIGURATION INFORMATION 6 Fax: 8-4337 www.dynat ynatektel ecom.com DYNATEK 6738 PROT.NO.: SECTOR C (GAMMA) DRAWNBY: S.R.M GPS MAST SHALL EXTEND A SECTOR B (BETA) MIN. OF 4" ABOVE TOP HILTI HIT C-20 ANCHORS W/LOCK CHECKED BY: D.C.B. ANTENNA OF ANTENNA SECTOR A (ALPHA) WASHERS & NUTS (WALL MOUNTED) LAG BOLTS (TRUSS MOUNTED) SUBMITTALS GROUND WIRE W/ HALFSTRAP FASTENER No. CABLES No. OF ANCHORS A 1 TO 4 2 11 1/2" + F } 1 } DOWNTILT BRACKET 2 3/8" O.D. i' o COAXIAL CABLE W/ 5 TO 8 3 21 1/2- MOUNTING PIPE i ANDREW BUTTERFLY 9 TO 12 3 30 1/2" CABLE HANGER 2 9/10/08 CODE REVIEW COMMENTS �\ 1 7/18/08 REDLINE REVISIONS STEEL COVER TO MATCH EXISTING 0 5/19/08 ISSUED FOR REVIEW ° BUILDING COLORS NOTE: THE INFORMATION CONTAINED IN �j 1. USE STAINLESS STEEL ANCHORS INTO CONCRETE. THIS SET OF DOCUMENTS IS CABINET to COAX CONFIGURATION DETAIL S �/ o USE CARBON STEEL ANCHORS INTO BRICK OR MASONRY COAX SUPPORT Krr PROPRIETARY BY NATURE. ANY j USE TOGGLE BOLTS INTO STUD WALLS. ® 48" O.C. MAX. USE OR DISCLOSURE OTHER THAN SEE TABLE BELOW USE SELF TAPPING SHEET METAL SCREWS INTO METAL SIDING. THAT WHICH NT LOAM AREA PAVED AREA ° 2.ANCHOR TO BE INSTALLED IN 1/2"0 HOLES DRILLED W/ NAME IS P HILTI CARBIDE TIPPED DRILL BITS. ANCHORS SHALL TWO COURSES OF EXISTING WALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. \ 1-1/2" BITUMINOUS PAVEMENT 3. DETAIL BASED ON THE USE OF ANDREW AND HILTI. 6 ML YELLOW WARNING TAPE CONTRACTOR MAY SUBSTITUTE EQUAL MATERIALS CO O ,1 FINISH GRADE "HIGH VOLTAGE" #2 GREEN STRANDED DmAd C. SAW—CUT TO STRAIGHT EVEN 1/2" COAX JUMPER CADWELDED TO * � j EDGE BEFORE PAVING ANTENNA MAST FROM ra;udo UPPER GROUND BAR 3718 8" GRAVEL BASE �� 9 6. SAC G�� TYPICAL ANTENNA DETAIL 4 PROPOSED WALL MOUNTED VERTICAL CABLE TRAY DETAIL 3 VAIL NffDD CREEK COMPACTED BACKFlLL DEN-448B ELECTRICAL OVER MASTIC TAPE COMPACTED ELECTRICAL TAPE #6 GROUND LEAD PROCESSED GRAVEL, 6" MIN. ON ALL SIDES SLOT FOR ADJUSTABLE OVER MASTIC TAPE 145 N.FRONTAGE ROAD WEST GROUNDING BAND CLAMP 2 BARRELL HYDRAULICALLY VAIL,CO 81657 CLAMP CRIMPED CONNECTION SCHEDULE 40 CONDUITS FOR NEW ELECTRICAL AND TELEPHONE T 1/4"-20 SERVICES SEE UTILITY AND SITE PLANS. PROVIDE APPROVED N HARDWARE PUTTY TAPE IF REQUIRED BY ANTENNA SHEET TITLE: PULL BOXES AS REQUIRED, AND COORDINATE INSTALLATION W/ #6 GROUND LEAD CONFIGURATION, EXTEND ALL UTILITY COMPANIES FOR INTERFACING AT TERMINATION LEAD W/#2 CONDUCTOR TOE ANTENNA,AND GROUNDING GROUND BAR POINTS. PROVIDE FULL LENGTH PULL ROPES (TYP.). CLAMP GROUNDING TRENCH DETAILS ASSEMBLY CLAMP SHEET NUMBER: FIGURE 1 FIGURE 2 FIGURE3 FIGURE 4 FIGURE 5 FIGURE6 A-S TYPICAL UTILITY TRENCH DETAIL 2 TYPICAL WEATHERPROOFING DETAILS 1 50OW QUARTZ LIGHT. ORIENT TO SHINE ON 200AMP FUSIBLE SAFETY SWITCH EQUIPMENT 2 1/2" CONDUIT TO TRANSTECTOR I" RIGID CONDUIT 12875 East 42nd Avenue PROPOSED METER Suite 70 1 " UNI-STRUT Denver,CO 80239 (TYP.) Office:720.374.1911 Fax:720.374.1890 TIMER SWITCH GFI DUPLEX RECEPTACLE Dynatek TELECOMMUNICATIONS SERVICES o o -H 7134 Brookwood Drive o ; Brookfield,OH 44403 SCHED. 40 PVC, 2 1/2" K.O. INTO PTC o= n _ Phone:800-838-3224 o Fax:330-448-4337 (2) 1" CONDUITS TO RADIO CABINET :H www.dynatelctelecom.com H DYNATEK 3" SCHED. 40 PVC CONDUIT PROI.NO.: 6758 FROM POWER SOURCE DRAWNBY: CHECKED BY: D.C.B. G kSUBMITTALS 8 CODE REVIEW COMMENTS 8 REDLINE REVISIONS 3 BACKBOARD DETAIL 0 5/19/08 ISSUED FOR REVIEW 2 THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS USEOORIDISCLOSU RNA OTHER THAN THAT WHICH R CLIENT NAME IS t Ravi C. * Ba.udo r 8 X778 VAIL DLE-CREEK DEN-448B 145 N. FRONTAGE ROAD WEST VAIL,CO 81657 SHEET TITLE: SITE DETAILS SHEET NUMBER: NOT USED A-6 1 StMPSON STRONG-71E HOLD 5 1/2" DOWN CLIP (OR EQUAL) 2" SCH 40 PIPE ASPHALT SHINGLES ON #15 FELT ON 3/4" PLYWOOD W/ NOTE: STRUCTURAL NOTES OPTION #2: (SHINGLE STYLE AND COLOR 3 BErINSTAL I EDRAT ROOF PEAK VENT TO TO MATCH EXISTING BUILDING) 1.0 GENERAL CONDITIONS 8` EPDXY (TYP) cricVetm ANCHORS FOR WOOD FASCIA (ppl�) -- 1.1 DESIGN AND CONSTRUCTION OF ALL WORK SHALL CONFORM TO THE IBC 2006 EDITION, 2008 BAEC AND ALL OTHER APPLICABLE CONCRETE STATE CODS, ORDINANCES, AND REGULATIONS, IN CASE OF CANTILEVER WALL BLOCK VENTED SOFFIT (CONTINUOUS) CONFLICT BETWEEN THE CODES, STANDARDS, AND REGULATIONS. PRE-ENGINEERED WOOD TRUSS SPECIFICATIONS,U USE THE MOST SAND/ENT MANUFACTURER'S MOUNT BRACKET 5/8" DENSGOLD FIREGUARD ROOF SYSTEM, TRUSS MEMBERS ® ROJECT INFORMATION: (P/N: MT 250L) 2-1/2" X DRYWALL ON INSIDE AND 24` D.C. MAX. (DESIGNED BY 1.2 IT IS THE EXPRESS INTENT OF THE PARTIES INVOLVED IN THIS 1/4" BACKER BOTTOM OF WALL.. 12' OTHERS) W/ 5/8" DENSGOLD PROJECT THAT THE CONTRACTOR OR SUBCONTRACTOR OR VAIL MIDDLE CREEK 5/8" THRU-BOLTS, 2 PER PLATE (24" FIREGUARD DRYWALL ON INDEPENDENT CONTRACTOR OR THEIR RESPECTIVE EMPLOYEES SHALL DEN448B U309 BRACKET, TYP. ) UL WALL ASSEMBLY LONG UNDERSIDE OF TRUSSES. EXCULPATE THE ARCHITECT, THE ENGINEER, THE CONSTRUCTION 1" EIFS OVER 5/8" DENSGOLD 2x6 HEADER BETWEEN POSTS MANAGER, THE OWNER, AND THEIR AGENTS, FROM ANY LIABILITY FIREGUARD DRYWALL ON 5/8" - ATTACH TO POST WITH WHATSOEVER AND HOLD THEM HARMLESS AGAINST LOSS, DAMAGES, EXTERIOR PLYWOOD SUBSTRATE SIMPSON CONNECTOR LIABILITY OR ANY EXPENSE ARISING IN ANY MATTER FROM THE (100 NAILS Q 6' OC EDGE AND 4x4 WOOD COLUMN O 4' O.C. WRONGFUL OR NEGLIGENT ACT, OR FAILURE TO CARRY OUT THE CURRENT ISSUE DATE: MAX. WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, OR THE 12" OC IN PANEL) CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR (EIFS COLOR AND TEXTURE TO INFILL BETWEEN POSTS W/ PROCEDURES OR FAILURE TO CONFORM TO THE STATE \ 9/29/08 CRICKET ANTENNA, MATCH EXISTING BUILDING) VERTICAL 2x4 AT 16' O,C MAX. ACT IN CONNECTION WITH THE WORK. SCAFFOLDING AND HARDWARE By OTHERS .°I SSUED FOR: 1" EIFS OVER 5/8" DENSGOLD DOUBLE 2X4 ELEVATED BOTTOM 1.3 DO NOT SCALE DRAWINGS. o FIREGUARD DRYWALL ON ALL PLATE BETWEEN POSTS. CONSTRUCTION EXPOSED POSTS 1.4 VERIFY ALL EQUIPMENT MOUNTING DIMENSIONS PER \. WOOD LATTICE MANUFACTURER DRAWINGS. EV,; z o \\ 1/2'x4"x4' GALV. STEEL "U" DESCRIPTION: 1.5 SUBMIT ONE SEPIA AND TWO PRINTS OF ALL STRUCTURAL SHOP 6/27/08 CONSTRUCTION KS p� \ ANCHOR W/ 1/2"x24' ANCHOR DRAWINGS. MARKED UP SEPIA SHALL BE RETURNED. a 7/9/08 REV CONST BOLT KS EX. WALL (CONCRETE BLOCK a 6" COMPACTED GRAVEL ON 6 1.6 DESIGN LOADS ARE: WITH STUCCO) y � Stw N€ MIL OR BARRIER ON WIND SPEED 919108 REV CONSr KS SEISMIC ZONE 1 DO MPH 3 SEC EXP C COMPACTED Fl SNOW LOAD 1 ® 9/29/08 REV CONST KS 1 AM1�VA WALL AA�O(JjYr '} ,�( 1 0 100 PSF �.AJTJp('l'�� �v " a.. 2.a STEEL C- RCN 4(6) #4 VERT BARS (18• = 2.1 MEET OR EXCEED THE FOLLOWING CODES & STANDARDS SD PIER) OR (10) 4 VERT _ o (LATEST EDITION) EXCEPT AS NOTED: (�( BARS (24' PIER) W/ i�3 BAR t OR 24` ER A. STRUCTURAL STEEL...AISC SPECIFICATION & CODE OF STANDARD r, H^v^v°S 3" n n r0o �oSW PLAN CONCRETE PIER - SEE PRACTICE .{ 24" 6" O.C. THE REMAINDER �" ~ ' 0 t A S -SHAPES AND PLATES...ASTM A572 OF THE PIER LENGTH 1500 PSF SOIL (MIN.) -PLATES BEi, OR COLD FORMED...As M A 283, GRADE C /��S PREPARED BY: V b( -PIPES...A.STM A 53, GRADE B 16C. -STRUCTURAL SHEETS, HOT ROLLED...ASTM A 510 Zuma /1 WALL SECT M -COLD FORMED STEEL TUBING...ASTM A 500 GRADE B ;�Ci -BOLTS, NUTS & WAS FOR ANCHOR BOLTS AND SECONDARY COI1SUIfaRtS, Inc. CONNECTIONS...ASTM A307 d'-7 1 -WALL STS SHALL BE HOT-DIPPED GALVANIZED. _ NOTES: B. WELDS...AWS E 70XX 3911 W 25th Ave. — EXCEPTION IS TAKEN TO P:303-325 25 AISC CODE OF STANDARD PRACTICE Denver, 1. DESIGN PER IBC 1603.1 I PARAGRAPH 4.2,1 REGARDING OWNERS AND FABRICATOR'S -5606 5605 F:303-325-5629 \ RESPONSIBILITY FOR CONNECTION DESIGN AND DETAILING IS THE 2. SPECIAL INSPECTION ,,DRAWN BY:�HK.:— •• REQUIRED FOR FOUNDATION DRAWINGSOISSFOR GENERAL CONSIDERATIONS NELY ANDSDO S NOT KS I / 4'-0" � PER IBC 1704.4 - KR {� • [ TIP \ \ / / INSPECTION SHALL BE CONSTITUTE AN ACCEPTANCE OF THESE RESPONSIBILITIES BY THE I PERFORMED BY A QUALIFIED OWNS AND/OR ENGINEER. CENSURE: \ 24" DIA. / INSPECTOR. 3.0 STANDARDS FOR ALL CONCRETE WORK \ CONCRETE PIER / P�0 RE�� X4 3.1 ALL CONCRETE WORK SHALL CONFORM WITH ACT. 316-99 OR D�Q��� 1Ati;FsT LATEST. DETAIL REINFORCING IN CONFORMANCE WITH ACT. SP66-88 OR LATEST. / \ ROOF-LINE ABOVE 3.2 NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS 346 \ / DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP �O •• J;H SPLICES< DIAMETERS HERE PERMITTED SHALL BE A MINIMUM OF 30 BAR �'� 5 I 3.3 PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT n Fss�oNAL ECG\ iv REINFORCING AT POSITIONS SHOW ON DRAWINGS. SHEET TITLE 18' DIA. 24" DIA. I 3.4 WIRE FABRIC REINFORCEMENT MUST LAP ONE FULL MESH AT / CONCRETE PIER CONCRETE PIER \ / I SIDE AND END LAPS SHALL BE TIED TOGETHER. ( 4' PS. MAX. x4 \ �`�- / STRUCTURAL FRAMING / \ CONCRETE \ 3.5 CURE AFTER FINISHING CONCRETE. KEEP MOIST FOR 7 DAYS G / ) AFTER POURING. PLAN, SECTION AND 3.6 COMPACT STRUCTURAL FILL 95% PROCTOR DENSITY PRIOR TO NOTES / PLACING CONCRETE UNDER SLABS. 3.7 1/4' CHAMFER ON ALL CORNERS AND EDGES. sctLes SEr FOR A 24"x38"W sIZE SHa7 — 1 I 18 ALL CONCRETE SHALL BE PORTLAND, TYPE 1 CEMENT WITH A SHEET NUMBER. MINIMUM OF 28 DAY STRENGTH OF 3000 PSI., 4` V FO ATIOM ft-" — — — — — — — — — MINIMUM AIR ENTRAPMENT OF 4%. SLUMP AND A q3.9 ALL REINFORCING STEEL SHALL BE GRADE 60. ALL REINFORCING t/2"_ r a. MESH SHALL CONFORM TO ASTM A 185 KEYED NOTES: O1 CADWELD #2 AWG BARE TINNED COPPER WIRES FROM EQUIPMENT CABINETS TO GROUND RING. CADWELD #2 AWG BARE TINNED COPPER WIRES FROM PPC CABINET TO GROUND RING. GROUND TEST WELL SHALL BE INSTALLED ON GROUND RING. ® 4"x1/4"x10" TINNED COPPER ANTENNA GROUND BAR (AGE). 12875 East 42nd Avenue Suite 70 0 #2 BARE COPPER TINNED GROUND WIRE BURIED 36" BELOW FINISHED GRADE, AND ATTACHED WITH CADWELD Office:Denver,0080291 TYPE CONNECTION TO THE GROUND RODS AT BOTH ENDS. Office:720.374.1911 Fax:720.374.1890 6(l n3 © CADWELD #2 AWG BARE TINNED COPPER WIRES TO PROPOSED PLATFORM (TYP. 2 PLACES) OO 5/8" x 10' COPPER CLAD GROUND ROD. Dynatek d i 8 O D SHALL CON SIST OF #2 AWG O ® GROUND LEAD FROM SEPARATE GROUND RO O SOLID BARE TINNED COPPER WIRE I i 4"x1/4"x20" TINNED COPPER MAIN GROUND BAR (MGB). TELECOMMUNICATIONS SERVICES #2 GREEN JACKETED GROUND CONDUCTOR BETWEEN ANTENNA GROUND BAR (AGB) AND MAIN GROUND O (MGB). _ D BAR 7134 Br CADWELD #Z AWG BARE TINNED COPPER WIRE JUMPERS FROM ANTENNA GROUND BARS (AGE) TO EACH Brookfield, H 44H403 G ANTENNA MAST. O I Phone:800-838-3224 10 O 3 � Fax:330-448-4337 4 �`= www.dynatektelecom.com 11 I oo -- --- — gg- - - - O v� —— G ——— — DYNATEK ROOF ROOF I. G PROJ.NO.: 6758 SLOPE SLOPE DRAWN BY: S.R.M. I' CHECKED BY: D.C.B. �a N _ SUBMITTALS O I. NOTES: - - _ 1. ALL GROUNDING SYSTEM CONDUCTORS AND CONNECTIONS BELOW GRADE SHALL BE THERMAL WELDS AT 2 9/10/08 CODE REVIEW COMMENTS 10 11 - - - - - - - - - GROUND RODS AND AT A MINIMUM OF 36" BELOW GRADE. 2. ALL INSTALLATIONS SHALL BE FIELD VERIFIED. 1 7/18/08 REDLINE REVISIONS 0 5/19/08 ISSUED FOR REVIE 3. ALL GROUND WIRE SHALL BE #2 AWG BARE COPPER TINNED UNLESS NOTED OTHERWISE. W 4. ALL GROUND WIRES SHALL PROVIDE A STRAIGHT DOWNWARD PATH TO GROUND WITH GRADUAL BEND AS THE INFORMATION CONTAINED IN REQUIRED. GROUND WIRES SHALL NOT BE LOOPED OR SHARPLY BENT. THIS SET B DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE 5. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF GROUND RODS AND GROUND RING WITH FOUNDATION OR DISCLOSUR THAT WHICH RE 15 AND UNDERGROUND CONDUIT. S HI 6. EACH LUCENT EQUIPMENT CABINET SHALL BE CONNECTED TO THE #2 BCTW RUNNING ALONG PLATFORM WITH #2 AWG INSULATED STRANDED COPPER WIRE. EQUIPMENT CABINETS SHALL EACH HAVE (2) CONNECTIONS. 7. ANTENNA GROUND KITS SHALL BE FURNISHED BY CRICKET AND INSTALLED BY ELECTRICAL CONTRACTOR. D G 8. KOPR-SHIELD ANTI-OXIDATION COMPOUND SHALL BE USED ON ALL GROUNDING CONNECTIONS. �I►d C. � id 9. ALL EXOTHERMIC CONNECTS SHALL BE INSTALLED UTILITIZING THE PROPER CONNECTION/MOLD AND MATERIALS FOR THE PARTICULAR APPLICATION. 305778 o ABBREVIATIONS 10. ALL BOLTED GROUNDING CONNECTIONS SHALL BE INSTALLED WITH A LOCK WASHER UNDER THE NUT. FELECTR AL SYMBOLS AWG AMERICAN WIRE GAUGE HARDWARE FOR BOLTED CONNECTIONS SHALL BE A MINIMUM OF a " 11. GROUNDING WIRE SHALL NOT BE INSTALLED OR ROUTED THROUGH HOLES ENE ANY METAL SUPPORTS STEEL. UND ROD WITH ACCESS ECTW BARE COPPER TINNED WIR E GPS GLOBAL POSITIONING SYSTEM TO PRECLUDE ESTABLISHING A "CHOKE" POINT. SUPPORTS GROUND ROD PCS PERSONAL COMMUNICATION SYSTEM _UND ROD PPC 12. PLASTIC CLIPS OR METAL CLIPS WHICH DO NOT COMPLETELY SURROUND THE GROUNDING CONDUCTORS SHALL POWER PROTECTION CABINET BE USED TO FASTEN AND SUPPORT GROUNDING CONDUCTORS. FERROUS METAL CLIPS WHICH COMPLETELY v`�L MIDDLE CREEK ONNECT SWITCH PRC PRIMARY RADIO CABINET SURROUND THE GROUNDING CONDUCTOR SHALL NOT BE USED. RWY RACEWAY 13. STANDARD BUS BARS (CIGBE AND MIGB) SHALL BE FURNISHED AND INSTALLED. THEY SHALL NOT BE DEN-448B ER ON METER/BREAKER UNIT TYP• TYPICAL FABRICATED OR MODIFIED IN THE FIELD. EMT RIGID GALVANIZED STEEL 14. THE GROUNDING CONNECTION TO THE POWER AND TELCO SECTIONS OF THE PPC CABINET SHALL BE MADE BY UIT BREAKER EMT ELECTRICAL METALLIC TUBING CONNECTING A CONDUCTOR FROM THE GROUND RING TO THE FACTORY FURNISHED BUS BAR IN 145 N.FRONTAGE ROAD WEST ERATOR DWG DRAWING COMPARTMENT. VAIL,0081657 IGR INTERIOR GROUND RING (HALO) EACH ANICAL TYPE CONNECTION ACCA ANTENNA CABLE COVER ASSEMBLY 15. THE CONTRACTOR SHALL SUPPLY CRICKET WITH RESULTS FROM PRE-CONSTRUCTION (CO-LO ONLY) AND SHEET TITLE: MIGB MASTER ISOLATED GROUND BAR POST-CONSTRUCTION OHM TESTING (GROUND) RESULTS. • CADWELD TYPE CONNECTION CIBGE COAX ISOLATED GROUND BAR EXTERNAL - BTS BASE TRANSMISSION SYSTEM GROUNDING PLAN& GROUNDING WIRE GEN GENERATOR NOTES —' CB INTERLOCKING MECHANISM GR GROWTH SICW STRANDED INSULATED COPPER WIRE ABBREVIATIONS&SYMBOLS SHEET NUMBER: GROUNDING PLAN&NOTES (NOT SITE SPECIFIC) E- 1 1 3-3/0,CU+1#6 GND IN 2 1/2"CONDUIT HOLY CROSS ENERGY NOTES 0 THE ELECTRICAL CONTRACTOR SHALL SUBMIT AND COORDINATE � & THE ELECTRICAL EQUIPMENT AND ELECTRICAL SERVICE C I' n ARRANGEMENT AND LOCATIONS WITH THE ENGINEERING DEPARTMENTAND METER SHOP OF THE LOCAL UTILITY COMPANY SERVICE ENTRANCE RATED 200 A, FOR FAULT CURRENT RATING AND SEQUENCING.OBTAIN WRITTEN 12875 East 42nd Avenue 2 POLE FUSIBLE DISCONNECT,NEMA 3R APPROVALS PRIOR TO FINAL PRICING AND EQUIPMENT ORDER. Suite 70 CLASS FLNR,RK5 FUSES.FUSE AT 200 AMPS y 200 A EMERGENCY GENERATOR OBTAIN AGREEMENT OF METER AND TRANSFORMER SIZE AND Denver,CO 80239 #2 CU IN 1/2"0 RECEPTACLE.NEMA 3R W/COVER LOCATIONS PRIOR TO WORK, Office:720.374.1911 SCHED.80 PVC (APPLETON#AR20044RS)VERIFY Fax:720.374.1890 (GROUND PER NEC 250-24) CONFIGURATION AND PART# 3-3/0,CU+1#6 GND WITH CRICKET COMMUNICATIONS IN 2 1/2"CONDUIT WP NEW PAD MOUNTED GENERAL NOTES TRANSFORMER NOTE 9 Dynatek TRANSFORMER UTILITY COMPANY OM 1. COORDINATE ANY AND ALL POWER OUTAGES WITH 3 WIR E,,50 V,10, METER AND BASE. 0 0 KVA CABINET PROPERTY OWNER AND UTILITY COMPANY. 3 WIRE, POWER ISC=23,706 PANEL TELECOMMUNICATIONS SERVICES EXISTING UTILITY CO. "LP1" 2. CONTRACTOR SHALL SUBMIT AS-BUILT DRAWINGS AT PAD MOUNTED PROJECT COMPLETION. TRANSFORMER 7134 Brookwood Drive 500 3-#8,CU+1#10 GND Brookfield,OH 44403 ISC K 12 120/208V,30,4 WIRE #2 CU IN 0 IN 3/4"CONDUIT FAULT CURRENT CALCULATIONS Phone:800-838-3224 SC=124,364 SCHED.BO 0 PVC Fax:330-448-4337 (GROUND PER NEC 250-24) FROM PAD MOUNTED 10 TRANSFORMER TO METER www.dynatektelecom.com — — TRANSTECTOR CABINET,RATED 120/240 VOLTS. F 2 2 X X 1 1 0X23706 X 1 3,240 =0.1418 M= 1 1+,1418 =0.8758 DYNATEK SEE ARCHITECTURAL DRAWINGS FOR MOUNTING PROLNO.: 6758 DETAILS.UL 891 LISTED.MAINTAIN REQUIRED ISC=23,706`0.8758 =20,762A WORKING CLEARANCES AND MAINTAIN DRnwxsY: s.RM CLEARANCES FROM ANY COMBUSTIBLE 3-350,CU 20,1 N MATERIALS,PER NEC 408.17. FROM METER TO 200A,2P DISC. CHECKED BY: D.C.B. IN 3"SCHEDULE 80 SERVICE ENTRANCE RATED 300 F= 2 X 10 X 20.762 = 1 = PVC CONDUIT BURIED A, 13923 X 1 X 240 1+.1243 IN GROUND 2 POLE FUSIBLE DISCONNECT,NEMA 3R 0.1243 M= p,gg94 SUBMITTALS CLASS FLNR,RK5 FUSES.FUSE AT 300 AMPS ISC=20,762'0.8894 =18,466 A FROM 200A,2P DISC.TO PANEL"LP1" NOTES: F= 2 X 25 X 18,466 =0.2763 M= 1 13923 X'i X 240 1+.2763 —0-7635 1. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRIC CODES AND ISC=18,466'0.7635 =14,468 A ALL LOCAL AND STATE CODES,LAWS,AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES 0 5/1/08 ISSUED FOR REVIEW AS REQUIRED TO MEET NEC. THE INFORMATION CONTAINED IN 2, POWER SERVICES REQUIREMENTS SHALL BE COMMERCIAL AC NOMINAL 120 1208 VOLT OR 120l240 VOLT, THIS SET OF DOCUMENTS IS SINGLE PHASE WITH 200 AMP RATING. CONTRACTOR SHALL CONTACT LOCAL POWER COMPANY FOR VOLTS: 120/240V FEED: BOTTOM PROPRIETARY 8Y E OTHER ANY MAIN ING: FLOOR AMP LOCATION: INSIDE PPC CAB. PANEL: PTC 'LP-1' USE OR DISCLOSURE OTHER THAN REQUIREMENTS OF POWER SERVICE LINE TO THE METER BASE. PHASE: 10, 3 WIRE BUSS: 225 AMP MOUNTING: FLOOR THAT WHICH RELATES TO CLIENT TYPE: 1 NAME IS STRICTLY PROHIBITED. 3. NOT USED. DESCRIPTION 0A 06 BREAKER CKT # A B C CKT # BREAKER 0A 08 DESCRIPTION 4. CONTRACTOR SHALL PROVIDE METER BASE AND DISCONNECT PANELS PER LOCAL POWER COMPANY POWER CABINEr #1 450D 40 1 2 20 1 180 RECEPTACLE ��Q ��C SPECIFICATIONS AND REQUIREMENTS. POWER COMPANY SHOULD PROVIDE THE 200 AMP SERVICE. POWER CABINET #2 4500 4500 40 2 5 4 20 1 1 1 1 FAN & LIGHTS 6 40 4500 POWER CABINET #3 MC[`•'. Ap 5. CRICKET SHALL PROVIDE THE TRANSTECTOR POWER CABINET AND TELCO FACILITY ENCLOSURE. 4500 2 7 g 2 4500 4��p CONTRACTOR TO FURNISH AND INSTALL METER BASE,FUSED DISCONNECT SWITCH AND UTILITIES SURGE PROTECTION 60 MOUNTING STAND. THE METER BASE SHOULD BE LOCATED IN A MANNER WHERE ACCESSIBLE FOR SPACE Ljq ]j�j i 2 20 1 ��READING BY THE POWER COMPANY. SPACES — SPAC 14-24 SPACES 6. UNDERGROUND POWER AND TELCO SERVICE LINES SHALL BE ROUTED IN A COMMON TRENCH AS MUCH TOTAL wa7rs: 9000 9000 4680 4611 :TOTAL WATTS O ,•��4i AS PRACTICAL. ALL UNDERGROUND CONDUIT SHALL PVC SCHEDULE 40. CONDUIT EXPOSED ABOVE TOTAL WATTS / PHASE: 0 13680 13611 •- GROUND SHALL BE RIGID GALVANIZED STEEL UNLESS OTHERWISE INDICATED. POWER CONDUIT SHALL BE TOTAL WATTS / ALL PHASES: 27291 ��u0 sS�QNAt ENG` SIZED AS REQUIRED PER CABLE SIZING AND NEC REQUIREMENTS. 27291 / 240VOLTS, 1 0 = 7. NOT USED. TOTAL AMPS / ALL PHASES: 113.8 MAIN CIRCUIT BREAKERS TO HAVE 42,000 A.I.C. MINIMUM. BRANCH BREAKERS 22,OD0 AIC MINIMUM VA MIDDLE CREEK 8. ENDS OF CONDUITS ALONG PAD FOR SERVICE TO EQUIPMENT SHALL BE STUBBED AND CAPPED AT 6" IL, DEN-448B ABOVE GRADE. IF SERVICE LINES CAN'T BE INSTALLED INITIALLY,PROVIDE NYLON PULL CORD IN CONDUIT. NOTES: 1. ALL EQUIPMENT (FUSES, CIRCUIT BREAKERS, BUSSING, ETC.) SHALL HAVE A SHORT CIRCUIT RATING EQUAL TO, OR 9. THESE TWO BREAKERS ARE INTERLOCKED TO OPERATE AS A'TRANSFER SWITCH"SUCH THAT ONLY ONE GREATER THAN, THE AVAILABLE SHORT CIRCUIT CURRENT AT THE LOCATION. BREAKER SHALL BE IN THE"ON"POSITION AT ANY ONE TIME. 2. PANEL IS 24 CIRCUIT. CIRCUITS NOT INDICATED SHALL BE DESIGNATED AS FUTURE SPACES. 145 N. VAIL,CO 8 607 WEST 10. GENERAL CONTRACTOR TO SUPPLY(1)2 POLE 40 AMP BREAKER. NOTE 10'OF EXCESS POWER/TELCO CABLE TO BE LEFT AT CMD END FOR HOOK UP. SHEET TITLE: ELECTRICAL DETAILS rr gsnvC. Pq. "NO]i-i _e. Ta. SHEET NUMBER: •CHERF*' Fil_L. NJ • GROVE .i1 =:1 29A�.1hBA1 sleet ELI arA8 Clry,PA 1612] Phone(724)458-8940 F—(724)458-4192 M'K'w-rpecnpr.com X X J HHF �4-�H H FROM ANTENNA 1E )H HH� —X �f 3 HHH \ ¢x 28" RX - o APPROX. TX (TYP) WEATHERPROOFING ANTENNA CABLE KIT, ANDREW 12875 East 42nd Avenue #221213, (TYP.) WEATHERPROOFING KIT ANDREW #221213 Suite 70 CADWELD JUMPER REQUIRED Denver,CO 80239 GROUND RING GROUND RING ONLY WHEN 1 STANDARD ANDREW #6 AWG STRANDED COPPER GROUND WIRE CABLE GROUND KIT Office:720.374.1911 1/4.0 AND GROUND KIT (TYP.) (GROUNDED TO GROUND BAR) (STANDARD Fax:720.374.1890 #2 AWG BCW #2 AWG BCW LARGER TYP.) ANDREW GROUNDING KIT) ( � (SEE NOTE) #2 AWG BCW ANDREW GPS CABLE GROUND I _ CONNECTOR ANTENNA CABLE VERTICAL POST VERTICAL POST Dynatek WEATHERPROOFING TO CABLE TRAY CONNECTED NOT CONNECTED KIT (TYP.) (TYP.) d x 32" CABLE TO TO RING TO RING o APPROX. CABLE CADWELD NOTE: N TELECOMMUNICATIONS SERVICES 1. VERTICAL POSTS SHALL BE BONDED TO THE RING AT EACH CORNER AND AT EACH GATE POST. AS A MINIMUM ONE VERTICAL POST SHALL BE BONDED ANTENNA-----"I 7134 Brookwood Drive TO THE GROUND RING IN EVERY 100 FOOT STRAIGHT RUN OF FENCE. CABLE#6 AWG Brookfield,OH 44403 2. HORIZONTAL POLES SHALL BE BONDED TO EACH OTHER. WEATHERPROOFING KIT ANDREW #221213 Phone:800-838-3224 FROM ANTENNA Fax:330-448-4337 3. BOND EACH HORIZONTAL POLE/BRACE TO EACH OTHER AND TO FRAME SUPPORT EACH VERTICAL POST THAT IS BONDED TO THE EXTERIOR GROUND RING GROUND BAR www.dynatektelecom.com #6 AWG STRANDED COPPER GROUND WIRE CABLE GROUND KIT (GROUNDED TO GROUND BAR) (STANDARD GATE GROUNDING DETAIL (IF APPLICABLE) 4 ANDREW GROUNDING KIT) DYNATEK 6758 NOTE: PROJ.NO.: #2 AWG BCW #2 AWG BCW DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. DRAWNBY: S.R.M. ANTENNA GROUNDING DETAIL 3 COAX CABLE GROUND 2 CHECKED BY: D.C.B. FINISHED GRADE REMOVABLE COVER, COVER SHALL SUBMITTALS #2 SOLID 12" TEST LOOP BE REMOVABLE BY HAND (NO OIL' IRRIGATION PLUGS) t#2 CADWELD - S % � i 8„ x 3'-3" MIN. PVC OR CLAY PIPE 2 9/10/08 CODE REVIEW COMMENTS #2 AWG BCW ,CABLE TO CABLE f-#2 AWG BCW 7/18/08 REDLINE REVISIONS i 1 _ CADWELD (TYP.) ° 1" SLOT TO ALLOW 015/19/08 , ISSUED FOR REVIEW EXIT/ENTRANCE OF GROUND RING THE INFORMATION CONTAINED IN NOTE: RING GROUND #2 AWG BCW (36" MIN. BELOW GRADE) AWG, TINNED SOLID BCW G G THIS SET OF DOCUMENTS IS BURIED GROUND RING _ PROPRIETARY BY NATURE. ANY 1. THE #2 AWG, BCW, FROM THE RING GROUND SHALL BE #2 AWG, TINNED SOLID USE OR DISCLOSURE OTHER THAN -r BCW BURIED GROUND THAT WHICH CLIENT CADWELDED TO THE POST ABOVE GRADE. NAME IS 2. BOND EACH HORIZONTAL POLE/BRACE TO EACH OTHER AND TO RING EACH VERTICAL POLE BONDED TO THE EXTERIOR GROUND RING 3" OF CRUSHED GRAVEL BELOW 3. GATE JUMPER SHALL BE #4/0 AWG WELDING CABLE WITH SLEEVES ON WELD. WELD SHALL REMAIN EACH END DESIGNED FOR EXOTHERMIC WELDING. �5/8"0 x10' LONG COPPERWELD VISIBLE 4. GATE JUMPER SHALL BE INSTALLED SO THAT IT WILL NOT BE SUBJECTED GROUND RODS SPACED ® 10' NOTE: TO DAMAGING STRAIN WHEN GATE IS FULLY OPEN IN EITHER DIRECTION. c/c MAX. ONE TEST WELL SHALL BE PROVIDED BETWEEN THE TOWER D �i�C! C. rROUND RING AND THE EQUIPMENT GgOUNr) RING. FENCE GROUNDING DETAIL(IF APPLICABLE) 7 GROUND ROD DETAIL 6 GROUND TEST WELL DETAIL g BR Udo GROUND LEADS GROUND LEADS GROUND LEADS 15� 305778 1. (2) TWO HOLE LUG TO BE USED WITH #2 AWG BCW TO GROUND RING. (2) TWO HOLE LUG TO BE USED WITH #2 AWG BCW TO GROUND RING. #6 AWG FROM ANTENNA CABLE GROUND KITS. , A 6 #6 AWG FROM ANTENNA CABLE GROUND KITS. GROUND BAR SHALL BE SECURELY FASTENED TO TOWER 0 SECURELY CLAMPED TO TOWER WITH A • INSULATORS AND MOUNTING 0 NON-INSULATING BAND CLAMP VAIL MIDDLE CREEK INSULATORS AND MOUNTING BRACKETS BRACKETS (SUPPLIED WITH 0 DEN-448B SUPPLIED WITH GROUND BAR O O GROUND BAR) 0 0 0 0 MOUNTING BRACKETS (SUPPLIED WITH GROUND BAR) D O 1/4" THICK x 4" x 20" COPPER 10 0 O O 0 1/4" O THICK x 4" x 10" COPPER 0 GROUND BAR (KOPR-SHIELD O 0 GROUND BAR (KOPR-SHIELD 0 O COATED). TESSCO 24260 0 1/4' THICK x 4" x 10" COPPER GROUND O O 45 N. FRONTAGE ROAD WEST COATED). O 0 OR EQUAL. R (KOPR-SHIELD COATED). TESSCO 78043 O O VAIL,CO 81657 OR EQUAL AT TOWER BOTTOM. O 0 0 OR EQUAL AT TOWER TOP. O O O O 0 0 O O O O O 0 0 O O SHEET TITLE: D D 0 0 0 O 0 0 0 0 4 0 0 O O GROUNDING DETAILS CONTRACTOR TO UTILIZE CONTRACTOR TO UTILIZE 0 CONTRACTOR TO UTILIZE KOPR-SHIELD KOPR-SHIELD (THOMAS KOPR-SHIELD (THOMAS & (THOMAS & BETTS) ON ALL LUG SHEET NUMBER: & BETTS) ON ALL LUG BETTS) ON ALL LUG CONNECTIONS CONNECTIONS CONNECTIONS 7"�_/1 BOTTOM TOWER GROUND BAR DETAIL 10 MAIN GROUND BAR DETAIL 9 TOP TOWER GROUND BAR DETAIL 8 1H_J L 12875 East 42nd Avenue Suite 70 Denver,CO 80239 Office:720.374.1911 Fax:720.374.1890 j! I D ynatek 0 TELECONDAUNICATIONS SERVICES ji 7134 Brookwood Drive C) Brookfield,OH 44403 Phone:800-838-3224 0 Fax:330-448-4337 05 ji www.dynatektelecom.com co II Q 57ATEK 675 PROJ.NO.: DRAWN BY: S.R-M. CBECKED BY: D.C.B. SUBMITTALS [01 :1 27 2 9/10/08 CODE REVIEW COMMEN T APPLETON AR20044R5 E] 200 AMP GENERATOR INLET 1 7/18/08 REDLINE REVISIONS C 0 5/19/08 ISSUED FOR A C11 5052-H3COAT 2 AL.OFINISH.125 THICK III POWDER THE INFORMATION CONTAINED IN I OHM TYPE 3R ENCLOSURE THIS SET OF DOCUMENTS IS I PROPRIETARY BY ISILILIRE. ANY I TELCO USE OR DIE; AN IL--m COMPARTMENT THAT W ATE T NAM y VIT @ L( MOUNTING HOLES CO 3/8- BOLTS i David C. (4) PLACES 0 ----_MCP SERIES B Pl'd d 0 SUPPRESSION 3U5778 200 AMP POSITION 0 Ic SQUARED LOAD CEN TER I. !/Z ill ---__200 AMP INTERLOCKED A 11.9 24 III SQUARE D MAIN BREAKER! ---_C;FCI CONVENIENCE 29 OUTLET VAM NHDDLE CREEK '- 12 POSITION ®® El TERMINAL BLOCK DEN-448B 4 ME 2 Ih ------- ---__CAT 5 PUNCH CD f 11 DOWN BLOCK 145 N. FRONTAGE ROAD WEST VAIL,CO 81657 COOLING FAN !I W/ TWO STANDARD TSJ SERIES 12xl2xl FILTERS SUPPRESSION SHEET TITLE: PPC CABINET DETAILS MULTIPOINT GROUND BAR SHEET NUMBER: --Ti E-3 OVERIUNDER CABINET 6400 OUTDOOR AS MANUF.BY TRANSTECTOR SYSTEMS,INC. TO "T1" CONNECTION TYPE HS TYPE SS TYPE PT TYPE HA TYPE NC 12875 East 42nd Avenue Suite 70 Denver,CO 80239 N.I.U. Office:720.374.1911 Fax:720.374.1890 TYPE GR TYPE VS TYPE XA TYPE GL LUG Dvn-at e k TYPE GT TYPICAL CADWELD TYPE CONNECTIONS I TELECOMMUNICATIONS SERVICES 1. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS 12. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL PRIOR TO SUBMITTING BID. ANY QUESTIONS ARISING DURING THE CONDUITS PER THE SPECIFICATIONS AND NEC. THE EQUIPMENT 7134 Brookwood Drive BID PERIOD IN REGARDS TO THE CONTRACTORS FUNCTIONS, THE GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION Brookfield,OH 44403 SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS BOXES, PULLBOXES, AND ALL DISCONNECT SWITCHES, STARTERS, AND 2" CONDUIT PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH EQUIPMENT CABINETS. Phone:800-838-3224 THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE Fax:330-448-4337 CONTRACT HAS BEEN AWARDED. 13. THE CONTRACTOR SHALL PREPARE AS-BUILT DRAWINGS, www.d na48-43 DOCUMENT ANY AND ALL WIRING AND EQUIPMENT CONDITIONS AN Y 2. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON CHANGES WHILE COMPLETING THIS CONTRACT. SUBMIT AT 3COm.COID D THE DRAWINGS ARE APPROXIMATE AND SHALL BE COORDINATED SUBSTANTIAL COMPLETION. T---- ------, WITH FIELD CONDITIONS PRIOR TO ROUGH-IN. FDWATEK 6758 I I 14. ALL DISCONNECT SWITCHES AND OTHER CONTROLING DEVICES ROJ N I I 3. THE CONDUIT RUNS AS SHOWN ON THE PLANS ARE SHALL BE PROVIDED WITH ENGRAVED LAMICOID NAMEPLATES APPROXIMATE. EXACT LOCATION AND ROUTING SHALL BE PER INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON DRAWN BY: S.RM I I EXISTING FIELD CONDITIONS. AND PANEL FIELD LOCATIONS FED FROM (NO EXCEPTIONS.) 4. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN 15. ALL ELECTRICAL DEVICES AND INSTALLATIONS OF THE DEVICES I I OR REQUIRED BY NEC. CHECKED BY: D.C.B. I I SHALL COMPLY WITH (ADA) AMERICANS WITH DISABILITIES ACT AS I I 5. ALL CONDUITS SHALL BE MET WITH BENDS MADE IN ADOPTED BY THE APPLICABLE STATE. I I ACCORDANCE WITH NEC TABLE 346-10. NO RIGHT ANGLE DEVICE 16. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS OR SUBMITTALS TELCO OTHER THAN STANDARD CONDUIT ELBOWS WITH 12" MINIMUM RISERS THROUGH BUILDING. DO NOT PENETRATE STRUCTURAL FACILITY I INSIDE SWEEPS FOR ALL CONDUITS 2" OR LARGER. MEMBERS WITHOUT CONSTRUCTION MANAGERS APPROVAL. SLEEVES ENCLOSURE AND/OR PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE I 6. ALL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH PACKED WITH FIRE RATED MATERIAL WHICH SHALL MAINTAIN THE FIRE (TRANSTECTOR) PLASTIC THROAT INSULATING GROUNDING BUSHINGS. RATING OF THE WALL OR STRUCTURE. FILL FOR FLOOR PENETRATIONS SHALL PREVENT PASSAGE OF WATER, SMOKE, FIRE AND FUMES. ALL I 7. ALL WIRE SHALL BE TYPE THWN, SOLID, ANNEALED COPPER MATERIAL SHALL BE UL APPROVED FOR THIS PURPOSE. I UP TO SIZE #10 AWG (#8 AND LARGER SHALL BE CONCENTRIC L_______ _____- STRANDED) 75 DEGREE C, (167 DEGREES F), 98% CONDUCTIVITY, 17. ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT(NEW AND 2 9/10/08 CODE REVIEW COMMENTS MINIMUM #12. EXISTING) SHALL BE FIELD VERIFIED WITH THE OWNER'S SEE REPRESENTATIVE AND EQUIPMENT SUPPLIER PRIOR TO ROUGH-IN OF 1 7/18/08 REDLINE REVISIONS NOTE 8 8. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES, CONDUIT AND WIRE. ALL EQUIPMENT SHALL BE PROPERLY J-BOXES, EQUIPMENT BOXES AND CABINETS WITH APPROVED CONNECTED ACCORDING TO THE NAMEPLATE DATA FURNISHED ON 1 0 5/19/08 I ISSUED FOR REVIEW PLASTIC TAGS, ACTION CRAFT, BRADY, OR APPROVED EQUAL. 18. THE EQUIPMENT(THE DESIGN OF THESE PLANS ARE BASED THE INFORMATION CONTAINED IN 2" CONDUIT 9. ALL NEW MATERIAL SHALL HAVE A U.L. LABEL. UPON BEST AVAILABLE INFORMATION AT THE TIME OF DESIGN AND THIS SET OF DOCUMENTS IS 10. SOME EQUIPMENT CHARACTERISTICS MAY VARY FROM DESIGN AS PROPRIETARY BY NATURE. ANY MECHANICAL EQUIPMENT T CONDUIT ROUGH-IN SHALL BE COORDINATED WITH THE SHOWN ON THESE DRAWINGS). LOCATION OF ALL OUTLET, BOXES, USE OR DISCLO THAN VERIFY NTH MECHANICAL C ME AVOID LOCATION TO CONFLICTS. ETC., AND THE TYPE OF CONNECTION (PLUG OR DIRECT) SHALL BE THAT WHIC T CONTRACTOR AND COMPLY AS REQUIRED. CONFIRMED WITH THE OWNER'S REPRESENTATIVE PRIOR TO ROUGH-IN. NAME I P 11. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN NOT HAND �C WRITTEN. RADIO CABINET ELECTRICAL NOTES Cq 2 f PLido NOTES: I 305778 1. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRIC CODES AND ALL LOCAL AND STATE CODES, LAWS, AND �/ ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS REQUIRED TO MEET NEC. ` Z9 2. POWER SERVICES REQUIREMENTS SHALL BE COMMERCIAL AC NOMINAL 120/208 VOLT OR 120/240 VOLT, SINGLE PHASE WITH 200 AMP RATING. CONTRACTOR SHALL CONTACT LOCAL POWER COMPANY FOR REQUIREMENTS OF POWER SERVICE LINE TO THE METER BASE. fl 3. CONTRACTOR SHALL ALSO CONTACT LOCAL TELEPHONE COMPANY FOR REQUIREMENTS OF '71" SERVICE LINE TO TERMINATE AT THE UTILITY MOUNTING VAII MIDDLE CREEK STAND. 1 4. CONTRACTOR SHALL PROVIDE METER BASE AND DISCONNECT PANELS PER LOCAL POWER COMPANY SPECIFICATIONS AND REQUIREMENTS. POWER DEN-448B COMPANY SHOULD PROVIDE THE 200 AMP SERVICE. 5. CRICKET SHALL PROVIDE THE TRANSTECTOR POWER CABINET AND TELCO FACILITY ENCLOSURE. CONTRACTOR TO FURNISH AND INSTALL METER BASE, FUSED DISCONNECT SWITCH AND UTILITIES MOUNTING STAND. THE METER BASE SHOULD BE LOCATED IN A MANNER WHERE ACCESSIBLE FOR READING 145 N. FRONTAGE ROAD WEST BY THE POWER COMPANY. VAIL,CO 81657 6. UNDERGROUND POWER AND TELCO SERVICE LINES SHALL BE ROUTED IN A COMMON TRENCH AS MUCH AS PRACTICAL. ALL UNDERGROUND CONDUIT SHALL PVC SCHEDULE 40. CONDUIT EXPOSED ABOVE GROUND SHALL BE RIGID GALVANIZED STEEL UNLESS OTHERWISE INDICATED. POWER CONDUIT SHALL BE SIZED AS REQUIRED PER CABLE SIZING AND NEC REQUIREMENTS. SHEET TITLE: 7. ALL TELCO CONDUIT LINES SHALL BE 4" CONDUIT UNLESS NOTED OTHERWISE. ELECTRICAL DETAILS B. ENDS OF CONDUITS ALONG PAD FOR SERVICE TO EQUIPMENT SHALL BE STUBBED AND CAPPED AT 6" ABOVE GRADE. IF SERVICE LINES CAN'T BE INSTALLED INITIALLY, PROVIDE NYLON PULL CORD IN CONDUIT. 9. THESE TWO BREAKERS ARE INTERLOCKED TO OPERATE AS A 'TRANSFER SWITCH" SUCH THAT ONLY ONE BREAKER SHALL BE IN THE "ON" POSITION SHEET NUMBER: AT ANY ONE TIME. POWER&TELCO DISTRIBUTION&INTERCONNECTION SINGLE LINE DIAGRAM 4 NOT USED 3 —F4 IMPORTANT NOTE: 15. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, PROPERTY LINES, ETC. ON THE JOB. C. SOIL STABILIZER FABRIC SHALL BE MIRAFI OR EQUAL — 50OX AT THE CONTRACTOR MUST PROVIDE CLOSE—OUT DOCUMENTS AT THE 16. THE CONTRACTOR SHALL NOTIFY THE RF ENGINEER FOR ACCESS ROAD AND SOAK AT COMPOUND. FINAL INSPECTION WALK BEFORE PAYMENTS WILL BE MADE. ANTENNA AZIMUTH VERIFICATION (DURING ANTENNA INSTALLATION) PRIOR TO COORDINATING SITE SWEEPING. D. GRAVEL FILL; WELL GRADED, HARD, DURABLE, NATURAL SAND AND GRAVEL, FREE FROM ICE AND SNOW, ROOTS, SOD RUBBISH, AND 17. THE CONTRACTOR SHALL SUBMIT, AT THE END OF THE OTHER DELETERIOUS OR ORGANIC MATTER. MATERIAL SHALL CONFORM 12875 East 42nd Avenue PROJECT, A COMPLETE SET OF AS—BUILT DRAWINGS TO CRICKET'S TO THE FOLLOWING GRADATION REQUIREMENTS. Suite 70 PROJECT MANAGER. U. S. SIEVE NO. % PASSING BY WEIGHT Denver,CO 80239 4" 100 Office:720.374.1911 GENERAL REQUIREMENTS SITE WORK AND DRAINAGE 1/2" 50-85 Fax:720.374.1890 EARTHWORK, EXCAVATION, AND GRADING #4 40-75 1. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH #10 30-60 ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS PART 1 GENERAL #100 5-200 OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY Dvnatek SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES 1.01 WORK INCLUDED: REFER TO SURVEY AND SITE #200 0-8 BEARING ON THE PERFORMANCE OF THE WORK. THE WORK PLAN FOR WORK INCLUDED. J PERFORMED ON THE PROJECT AND THE MATERIALS INSTALLED GRAVEL FILL TO BE PLACED IN LIFTS OF 9" MAXIMUM THICKNESS AND SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, 1.02 RELATED WORK COMPACTED TO 95% DENSITY. TELECOMMUNICATIONS SERVICES REGULATIONS, AND ORDINANCES. A. CONSTRUCTION OF EQUIPMENT FOUNDATIONS 2:02 EQUIPMENT 7134 Brookwood Drive 2. THE ARCHITECT/ENGINEER HAVE MADE EVERY EFFORT SET B. INSTALLATION OF ANTENNA SYSTEM A. COMPACTION SHALL BE ACCOMPLISHED BY MECHANICAL MEANS. Brookfield,OH 44403 FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE E LARGER AREAS SHALL BE COMPACTED BY SHEERS FOOT, VIBRATORY Phone:800-838-3224 COMPLETE SCOPE OF WORK. THE CONTRACTOR BIDDING THE JOB IS NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE 1.03 DESCRIPTIONS OR RUBBER TIED ROLLERS WEIGHING AT LEAST FIVE TONS. SMALLER Fax:330-448-4337 HAND HELD DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID AREAS SHALL BE COMPACTED BY POWER—DRIVER, www.dynatektelecom.com CONTRACTOR FORM COMPLETING THE PROJECT AND IMPROVEMENTS IN A. ACCESS ROAD, TURNAROUND AREAS, AND SIRES ARE TAMPERS. ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. CONSTRUCTED TO PROVIDE A WELL DRAINED, EASILY MAINTAINED, EVEN SURFACE FOR MATERIAL AND EQUIPMENT DELIVERIES AND B. PRIOR TO OTHER EXCAVATION AND CONSTRUCTION EFFORTS DYNATEx 6753 MAINTENANCE PERSONNEL ACCESS. GRUB ORGANIC MATERIAL TO A MINIMUM OF 6" BELOW ORIGINAL PROI.NO.: 3. THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY GROUND LEVEL. OF NOTIFYING (IN WRITING) CRICKET'S REPRESENTATIVE OF ANY 1.04 QUALITY ASSURANCE DRAwNBY: S.R.M. CONFLICTS, ERRORS, OR EMISSIONS PRIOR TO THE SUBMISSION OF C. UNLESS OTHERWISE INSTRUCTED BY CRICKET COM. REMOVE CONTRACTOR'S PROPOSAL OR PERFORMANCE OF WORK. A. APPLY SOIL STERILIZER IN ACCORDANCE WITH MANUFACTURER'S TREES, BRUSH AND DEBRIS FROM THE PROPERTY TO AN AUTHORIZED CBECREDBY: D.C.B. 4. THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL RECOMMENDATION (USE AS NEEDED) DISPOSAL LOCATION. MATERIALS, EQUIPMENT, LABOR AND ALL OTHER MATERIALS AND D. PRIOR TO PLACEMENT OF FILL OR BASE MATERIALS, ROLL THE SOIL. LABOR DEEMED NECESSARY TO COMPLETE THE WORK/PROJECT AS B. VEGETATION LANDSCAPING, IF INCLUDED WITHIN THE CONTRACT SUBMITTALS DESCRIBED THEREIN. WILL BE PLACED AND MAINTAINED AS RECOMMENDED BY NURSERY E. WHERE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, LINE THE INDUSTRY STANDARDS. GRUBBED AREAS WITH STABILIZER MAT PRIOR TO PLACEMENT OF FILL 5. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE OR BASE MATERIAL. SUBMISSION OF BIDS OR PERFORMING WORK TO FAMILIARIZE HIMSELF 1.05 SEQUENCING 3.03 INSTALLATION WITH THE FIELD CONDITIONS AND TO VERIFY THAT THE PROJECT CAN A. CONTRACTOR IS RESPONSIBLE FOR LAYOUT AND CONSTRUCTION STAKING. BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT. A. THE SITE AND TURNAROUND AREAS SHALL BE AT THE 2 9110/08 CODE REVIEW COMMENTS B. GRUB THE COMPLETE ROAD AND SITE AREA PRIOR TO FOUNDATION SUB—BASE COURSE ELEVATION PRIOR TO FORMING FOUNDATIONS. 6. THE CONTRACTOR SHALL OBTAIN AUTHORIZATION TO PROCEED GRADE OR FILL THE SITE AND ACCESS ROAD AS REQUIRED TO 1 7/18/08 REDLINE REVISIONS WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CONSTRUCTION OR PLACEMENT OF BACKFILL OR SUB—BASE MATERIAL. PRODUCE EVEN DISTRIBUTION OF SPOILS RESULTING FROM FOUNDATION CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT. EXCAVATIONS. THE RESULTING GRADE SHALL CORRESPOND WITH SAID 1 0 5/19/08 ISSUED FOR REVIEW C. CONSTRUCT TEMPORARY CONSTRUCTION ZONE ALONG ACCESS DRIVE. SUB—BASE COURSE, ELEVATIONS ARE TO BE CALCULATED FORM 7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND FINISHED GRADES OR SLOPES INDICATED. THE INFORMATION CONTAINED IN D. THE SITE AREA WILL BE BROUGHT TO SUB—BASE COURSE THIS SET OF DOCUMENTS IS MATERIALS ACCORDING TO THE MANUFACTURER'S/VENDOR'S ELEVATION AND THE ACCESS ROAD TO BASE COURSE ELEVATION PRIOR PROPRIETARY B URE. ANY SPECIFICATIONS UNLESS OTHERWISE OR WHERE LOCAL CODES OR B. CLEAR EXCESS SPOILS, IF ANY, FROM JOB SITE AND DO NOT USE OR DI HAT ORDINANCES TAKE PRECEDENCE. TO FORMING FOUNDATIONS. SPREAD BEYOND THE LIMITS OF CRICKET INC. LEASE PROPERTY THAT W TE6 T UNLESS AUTHORIZED BY PROJECT MANAGER. NAM T Y I 8. THE CONTRACTOR SHALL MAINTAIN A FULL SET OF E. APPLY SILT STERILIZER PRIOR TO PLACING BASE MATERIALS. C. THE ACCESS ROAD SHALL BE BROUGHT TO BASE COURSE CONSTRUCTION DOCUMENTS AT THE SITE UPDATED WITH THE LATEST F. IF REQUIRED, GRADE, SEED, FERTILIZE AND MULCH DISTURBED ELEVATION PRIOR TO FOUNDATION CONSTRUCTION. REVISIONS AND ADDENDUMS OR CLARIFICATIONS AVAILABLE FOR THE AREAS IMMEDIATELY AFTER BRINGING THE SITE AND ACCESS ROAD TO C/) USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. BASE ELEVATION. WATER TO ENSURE GROWTH. D. DO NOT CREATE DEPRESSIONS WHERE WATER MAY POND. C. 9. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT G. REMOVE EXCESS GRAVEL FROM TEMPORARY CONSTRUCTION E. THE CONTRACT INCLUDES ALL NECESSARY GRADING, BANKING, * , V DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE ZONE. DITCHING AND COMPLETE SURFACE COURSE FOR ACCESS ROAD. ALL B�uloo FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, ROADS OR ROUTES UTILIZED FOR ACCESS TO PUBLIC THOROUGHFARE 3�:�7i v� / AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE H. AFTER APPLICATIONS OF FINAL SURFACES, APPLY SOIL IS INCLUDED IN SCOPE OF WORK UNLESS OTHERWISE INDICATED. / v7 WORK UNDER THE CONTRACT. \ O STERILIZER TO THE STONE SURFACES. F. WHEN IMPROVING AN EXISTING ACCESS ROAD, GRADE THE 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL EXISTING ROAD TO REMOVE ANY ORGANIC MATTER AND SMOOTH THE PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK 1.06 SUBMITTALS SURFACE BEFORE PLACING FILL OR STONE. BY THE ARCHITECT/ENGINEER, THE STATE, COUNTY OR LOCAL G. PLACE FILL OR STONE IN 3" MAXIMUM LIFTS AND COMPACT - GOVERNMENT AUTHORITY. A. BEFORE CONSTRUCTION BEFORE PLACING NEXT LIFT. 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO 1. IF LANDSCAPING IS APPLICABLE TO THE CONTRACT, H. THE FINISH GRADE, INCLUDING TOP SURFACE COURSE, SHALL VAIL MMDLE CREEK PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. SUBMIT TWO COPIES OF THE LANDSCAPING PLAN UNDER NURSERY EXTEND A MINIMUM OF 12" BEYOND THE SITE FENCE AND SHALL DURING CONSTRUCTION. UPON COMPLETION OF WORK, THE LETTERHEAD. IF A LANDSCAPE ALLOWANCE IS INCLUDED IN THE COVER THE AREA AS INDICATED. DEN-448B CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED CONTRACT, PROVIDE AN ITEMIZED LISTING OF PROPOSED COSTS UNDER DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. NURSERY LETTERHEAD (REFER TO SITE PLAN FOR LANDSCAPING I. RIPRAP SHALL BE APPLIED TO THE SIDE SLOPES OF ALL FENCED REQUIREMENT). AREAS, PARKING AREAS AND TO ALL OTHER SLOPES GREATER THAN 12. THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA 2:1, 145 N. FRONTAGE ROAD WEST CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF 2. SUBMIT FOR APPROVAL 1/2 CUBIC FOOT OF THE VAIL,CO 81657 ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED PROPOSED SURFACE COURSE MATERIAL. J. RIPRAP SHALL BE APPLIED TO THE SIDES OF DITCHES OR AS REMAINING ON THE PROPERTY. PREMISES SHALL BE LEFT IN 3 LANDSCAPING WARRANTY STATEMENT IF REQUIRED DRAINAGE SWALES AS INDICATED ON PLANS. . , . CLEAN CONDITION AND FREE FORM PLAIN SPOTS, DUST OR SMUDGES SHEET TITLE: OF ANY KIND. PART 2 PRODUCTS K. RIPRAP ENTIRE DITCH FOR 6'-0" IN ALL DIRECTIONS AT CULVERT OPENINGS. GENERAL NOTES 13. THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT 2.01 MATERIALS L. SEED, FERTILIZER AND STRAW COVER SHALL BE APPLIED TO ALL SECTIONS THE APPLICABLE BUILDING CODES AND ALL OSHA OTHER DISTURBED AREAS AND DITCHES, DRAINAGE, SWALES, NOT REQUIREMENN TS AS THEY APPLY TO THIS PROJECT. A. ROAD AND SITE MATERIALS; FILL MATERIAL SHALL BE OTHERWISE RIP—RAPPED. ACCEPTABLE, SELECT FILL SHALL BE IN ACCORDANCE WITH LOCAL SHEET NUMBER: 14. THE CONTRACTOR SHALL NOTIFY CRICKET'S REPRESENTATIVE DEPARTMENT OF HIGHWAY AND PUBLIC TRANSPORTATION STANDARD M. UNDER NO CIRCUMSTANCES SHALL DITCHES, SWALES OR WHERE A CONFLICT OCCURS ON ANY OF THE CONTRACT DOCUMENTS. SPECIFICATIONS. CULVERTS BE PLACED SO THEY DIRECT WATER TOWARDS, OR PERMIT THE CONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT ANY STANDING WATER IMMEDIATELY ADJACENT TO SITE. IF OWNER DESIGNS GN 1 PORTION OF THE WORK THAT IS IN CONFLICT UNTIL CONFLICT IS B. SOIL STERILIZER SHALL BE EPA REGISTERED OF LIQUID OR IF DESIGN ELEVATIONS CONFLICT WITH THIS GUIDANCE ADVISE THE RESOLVED BY CRICKET'S REPRESENTATIVE. COMPOSITION AND OF PRE—EMERGENCE DESIGN. OWNER IMMEDIATELY. T 1 — GENERAL G GATE FRAMES SHALL HAVE A FULL—HEIGHT VERTICAL BRACE PART DESCRIPTION r IF A DITCH LIES WITH SLOPES GREATER THAN TEN PERCENT, AND A FULL—WIDTH HORIZONTAL BRACE, SECURED IN PLACE BY USE WORK INCLUDES CONSTRUCTION OF CAST—IN—PLACE CONCRETE 1.01 OF GATE BRACE CLAMPS. ND DIVERSIONARY HEADWALLS IN THE DITCH FOR 6'-0" ABOVE FOUNDATIONS, INCLUDING FURNISHING AND INSTALLING READY—MIX 12875 East 42nd Avenue CULVERT ENTRANCE. H. GATE HINGES SHALL BE MERCHANTS METAL MODEL 64386 HINGE CONCRETE, REINFORCING, FORMWORK, AND ACCESSORY MATERIALS AS guite70 SEED AND FERTILIZER SHALL BE APPLIED TO SURFACE ADAPTER WITH MODEL 6409, 188 DEGREE ATTACHMENT, OR EQUAL. Denver,CO 80239 WHICH WILL ENCOURAGE ROOTING. RAKE AREAS TO BE SHOWN ON THE DRAWINGS. CAST—IN—PLACE CONCRETE INCLUDES AL DITIONS WH SITE CONCRETE, INCLUDING FOUNDATIONS, SLABS ON GRADE, Office:720.374.1911 I THE GUIDE (LATCH ASSEMBLY) SHALL BE TAMPER PROOF. EQUIPMENT PADS, AND GUARDPOST FOUNDATIONS.DED TO EVEN THE SURFACE AND TO LOOSEN THE SOIL. Fax:720.374.1890 SOW SEED IN TWO DIRECTIONS IN TWICE THE QUANTITY J. LATCHES, STOPS, AND KEEPERS SHALL BE PROVIDED FOR ALL 1 02 RELATED WORK PED OMMENDED BY THE SEED PRODUCER. GATES.K, ALL STOPS SHALL HAVE AFULL—HEIGHT PLUNGER BAR WITH q. COORDINATE UNDER SLAB CONDUI k IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE GROWTH DOME CAP. g. COORDINATE WITH GROUNDING. OF RELDADEA ROMATHECCONTRACT.ASCONTINUE TOGREWORK BARE DINT UP TO THE L. DOUBLE GATES SHALL HAVE AFULL—HEIGHT PLUNGER BAR WITH 1.03 APPLICABLE STANDARDS AREAS UNTIL COMPLETE COVERAGE IS OBTAINED. DOME CAP. PECIFICATIONS FOR STRUCTURAL CONCRETE '1'ELECOMMiJNICATIONSSERVICES A. ACI-301 — S 3.04 FIELD QUALITY CONTROL M. A N0. 7 GAUGE ZINC COATED TENSION WIRE SHALL BE USED AT BUILDINGS. THE BOTTOM OF THE FABRIC, TERMINATED WITH BAND CLIPS AT B ACI 347 — GUIDE TO FORMWORK FOR CONCRETE, 7134 Brookwood Drive A. COMPACTION SHALL IT 9 O MAXIMUM DENSITY U ACCORDANCE CORNER AND GATE POSTS. WITH ASTM D-1557 FOR SITE WORK AND 95q MAXIMUM DENSITY Brookfield,OH 44403 UNDER SLAB AREAS. AREAS OF SETTLEMENT WILL BE EXCAVATED AND C. ASTM C33 — CONCRETE AGGREGATES. phone:800-838-3224 REFILLED AT CONTRACTOR'S EXPENSE. N. A 6" X 1/2" EYE—BOLT TO HOLD TENSION WIRE WILL BE PLACED AT LINE POSTS. Fax:330-448-4337 3.05 PROTECTION 0, STRETCHER BARS SHALL BE 3/16" X 3/4" OR HAVE D. ASTM C94 — READY—MIXED CONCRETE. vvww,dynatektelecom.com A. PROTECT SEEDED AREAS FORM EROSION BY SPREADING STRAW EQUIVALENT CROSS SECTIONAL AREA. E. ASTM C150 — PORTLAND CEMENT. TO A UNIFORM LOOSE DEPTH OF 1"-2 STAKE AND TIE DOWN AS P ALL CORNER, GATE AND END PANELS SHALL HAVE A 3/8" PY JANrBOx 6�5a F. ASTM C260 — AIR—ENTRAINING ADMIXTURES FOR CONCRET . TRUSS ROD WITH TURNBUCKLES AND BE BRACED WITH ONE NTH IRO S.R.M. REQUIRED. USE OF EROSION CONTROL MESH OR MULCH NET SHALL BE HORIZONTAL COMPRESSION MEMBER, SECURELY ATTACHED WITH IRON G ASTM C309 — LIQUID MEMBRANE FORMING COMPOUNDS FORMING DRAWN BY. AN ACCEPTABLE ALTERNATIVE. FITTINGS. COMPOUNDS FOR CURING CONCRETE.ITH B. ALL TIRES PLACED IN CONJUNCTION WOS A LANDSCAPE CHECKED BY. D.C.B. R. PROVIDE OTHER HARDWARE INCLUDING BUT NOT LIMITED TO TIE H ASTM C494 — CHEMICAL ADMIXTURES FOR CONCRETE CONTRACT SHALL BE WRAPPED, TIED WITH HOSE PROTECTED WIRE AND CLIPS, BAND CLIPS AND TENSION BAND CLIPS. SECURED TO STAKES EXTENDING 2'-0" INTO THE GROUND ON FOUR I• ASTM A615 — STEEL WELDED WIRE FABRIC FOR CONCRETE SUBMITTALS SIDES OF THE TREE. S. BARBED WIRE GATE GUARDS SHALL BE FITTED WITH DOME CAPS, REINFORCEMENT. C. ALL EXPOSED AREAS SHALL BE PROTECTED AGAINST WASHOUTS T BARBED WIRE SUPPORT ARMS SHALL BE CAST IRON WITH SET J ASTM A185 — STEEL WELDED WIRE FABRIC FOR CONCRETE AND SOIL EROSION. STRAW BALES SHALL BE PLACED AT THE INLET BOLT AND LOCK WIRE IN THE ARM. REINFORCEMENT. APPROACH TO ALL NEW OR EXISTING CULVERTS. 1.04 QUALITY ASSURANCE CHAIN LINK FENCE U. ALL CAPS SHALL BE CAST STEEL. V. INSTALL REDWOOD SLATTING IN BETWEEN ALL FABRIC WIRE — CONCRETE MATERIALS AND OPERATIONS SHALL BE TESTED AND 2 9/10/o8 CODE REVIEW COMMENTS PART 1 — GENERAL FULL HT. INSPECTED BY THE ENGINEER. I 7/18108 REDLINE REVISIONS 4.01 SEQUENCING PART 3 — EXECUTION 1.05 TESTS 0 5/19108 ISSUED FOR REVIEW A. IF THE SITE AREA HAS BEEN BROUGHT UP TO SURFACE COURSE CONCRETE MATERIALS AND OPERATIONS SHALL BE TESTED AND ELEVATION PRIOR TO FENCE CONSTRUCTION. FENCE POST EXCAVA110N 4 04 EQUIPMENT: EXCAVATE POST HOLES WITH MECHANICAL AUGER EQUIPMENT INSPECTED BY THE ENGINEER AS THE WORK PROGRESSES. FAILURE TO THIS SET OF DOCUMENTS IS SPOILS MUST BE CONTROLLED TO PRECLUDE CONTAMINATION OF SAID PROPRIETARY BY NATURER THAN EXCAVATE POST HOLES PER CONSTRUCTION DETECT REVENT NATERFMATERIALOREJEC1lON WHEN SUNEEREFOR FINAL WAY THE INFORMATION CONTAINED I SURFACE COURSE. 4.05 INSPECTION: EX P USE OR DISCL NT DOCUMENT CONFIRM PROPER DEPTH AND DIAMETER OF POST HOLE DISCOVERED NOR SHALL IT OBLIGATE THE ENGINEER THAT WH LY 4.02 APPLICABLE STANDARDS EXCAVATIONS. ACCEPTANCE. NAME ASTM—A120 SPECIFICATION FOR PIPE, STEEL BLACK AND 4.06 INSTALLATION A. FIVE CONCRETE TEST CYLINDERS SHALL BE TAKEN OF THE TOWER AND PIER FOUNDATION. TWO SHALL BE TESTED R THREE N HOT—DIPPED ZINC COATED (GALVANIZED) WELDED AND SEAMLESS FOR A POST FOUNDATIONS SHALL HAVE A MINIMUM 6' CONCRETE DAYS, TWO ® TWENTY—EIGHT DAYS. THE FIFTH CYLINDER SHALL BE ORDINARY USES. ASTM—A123 ZINC (HOT—DIP GALVANIZED) COATING ON IRON AND COVER UNDER POST. KEPT SEPARATELY. IF REQUIRED TO BE USED IN THE FUTURE ®�Vld C. STEEL PRODUCTS. B. ALL FENCE PO WEATHER SHALL BE VERTICALLY PLUMB WITHIN 1/4" IN ONE ADDITIONAL TEST CYLINDER SHALL BE TAKEN DURING COLD —0" WEATHER AND CURED ON SITE UNDER SAME CONDITIONS AS CONCRETE Bc udg 8 ASTM—A525 STANDARD SPECIFICATION FOR STEEL SHEET ZINC IT REPRESENTS. COATED (GALVANIZED) BY THE HOT—DIPPED PROCESS. C AT CORNER POSTS, GATE POST AND SIDES OF GATE FRAME, �� 305778 FABRIC SHALL BE ATTACHED WITH STRETCHER AND TENSION C. ONE SLUMP TEST SHALL BE TAKEN FOR EACH SET OF TEST ^ FEDERAL SPECIFICATION RR—F-191—FENCING, WIRE AND POST METAL CYLINDERS TAKEN. 9/�9/(J�j BAND—CLIPS AT 1'-3" INTERVALS. (AND GATES, CHAIN LINK FENCE FABRIC AND ACCESSORIES). OFD AC�G� D. AT LINE POSTS PART 2 — PRODUCTS , FABRIC SHALL BE ATTACHED WITH BAND—CLIPS PART 2 — PRODUCT AT 1'-3" INTERVALS. 2.01 CONCRETE MATERIALS-D OF PORTLAND CEMENT, 4.03 FENCE MATERIALS E. ATTACH FABRIC TO BRACE RAILS, TENSION WIRE AND TRUSS RODS WITH TIE CLIPS AT 2'-0" INTERVALS. CONCRETE SHALL BE COMPOSE AGGREGATES, AND ADMIXTURES AS SPECIFIED BELOW. VAM MIDDLE CREEK MATERIALS FABRIC L WIRE, RAILS. LGALVANIZEDARE AND OTHER STEEL ALL WELL MIXED AND BROUGHT TO PROPER CONSISTENCY. DEN-448B F. A MAXIMUM GAP OF 1" WILL BE PERMITTED BETWEEN THE CHAIN A CEMENT: CEMENT SHALL BE TYPE II, GRAY COLOR, LOW—ALKALI LINK FABRIC AND THE FINAL GRADE. B. FABRIC SHALL BE 8'—O" HIGH X 2" CHAIN LINK MESH OF N0. 9 PORTLAND CEMENT CONFORMING TO ASTM C150. GAUGE (0.148) WIRE. THE FABRIC SHALL HAVE A TWISTED AND G GATES SHALL BE INSTALLED SO LOCKS ARE ACCESSIBLE FROM BARBED FINISH FOR THE TOP EDGES AND A KNUCKLED FINISH FOR BOTH SIDES. B. FINE AND COARSE AGGREGATES: AGGREGATES FOR USE IN 45 N.FRONTAGE ROAD WEST THE BOTTOM EDGES, FABRIC SHALL CONFORM TO THE SPECIFICATIONS CONCRETE SHALL COMPLY WITH ASTM C33. VAIL,CO 81657 OF ASTM A-392 CLASS 1. H. GATE HINGE BOLTS SHALL HAVE THEIR THREADS PEENED OR I WELDED TO PREVENT UNAUTHORIZED REMOVAL. C WATER: WATER FOR MIXING AND CURING CONCRETE SHALL BE C. BARBED WIRE SHALL BE DOUBLE—STRAND, 12 GAUGE TWISTED INSPECT FENCE FREE FROM SEWAGE, OIL, ACID, ALKALI, AND SLATS AND SHALL BE SHEET TITLE: WIRE, WITH 14 GAUGE 4 POINT ROUND BARBS SPACED AT 5" O.C. 4 07 PROTECTION: UPON COMPLETION OF ERECTION, FREE FORM OBJECTIONABLE QUANTITIES OF SILT, AND OTHER MATERIAL AND PAINT FIELD CUTS OR GALVANIZING BREAKS WITH DELETERIOUS SUBSTANCES. ZINC—BASED PAINT COLOR TO MATCH THE GALVANIZING PROCESS. GE��j,j.�Q`jES D. ALL POSTS SHALL BE SCHEDULE 20—GALVANIZED STEEL PIPE 2 02 ADMIXTURES AND SHALL BE TYPE 1 ASTM A-123 AND OF THE FOLLOWING DIAMETER TO (OD PER FENCE INDUSTRY STANDARDS). CONCRETE A. AIR ENTRAINMENT: AIR ENTRAINING AGENT SHALL CONFORM LINE. 2 3/8 ASTM C280. THE ADMIXTURE SHALL BE ADDED AS PART OF THE SHEET NUMBER: CORNER 3„ CAST—IN—PLACE CONCRETE COMPUTED MIXING WATER REQUIREMENTS. AGENTS PREPARED IN SOLUTION SHALL BE MAINTAINED AT A UNIFORM STRENGTH AND SHALL _� GATE 3„ DISPENSERS. GN BE BATCH BY MEANS OF RELIABLE MECHANICAL TO PROVIDE EXTEND ATTACHMENT OF BARBED "RE AND DOME CAP,POSTS 12", IN B. CHEMICAL ADMIXTURES: ASTM 494, TYPE A—WATER REDUCING AND RETARDING. F. ALL TOP AND BRACED RAIL SHALL BE 1 5/8" DIAMETER SCHEDULE — 20 MECHANICAL — SERVICE PIPE. FRAMES SHALL HAVE 2.03 CURING COMPOUND: ASTM C309, TYPE 1, CLASS B; B. SURFACES THAT WILL BE PERMANENTLY EXPOSED SHALL PART 2 - PRODUCTS TRANSLUCENT. PRESENT A UNIFORM FINISH PROVIDED BY THE REMOVAL OF FINS AND THE FILLING OF HOLES AND OTHER IRREGULARITIES WITH DRY PACK 2.01 MATERIALS 2.04 ACCESSORIES GROUT, OR BY SACKING WITH UTILITY OR ORDINARY GROUT. A. STRUCTURAL STEEL: SHALL COMPLY WITH THE REQUIREMENTS OF A. NONSHRINK GROUT: PREMIXED COMPOUND CONSISTING OF C. SURFACES THAT WOULD NORMALLY BE LEVEL AND WHICH WILL ASTM A36 AND A50 FOR STRUCTURAL STEEL. NONMETALLIC AGGREGATE, CEMENT, WATER REDUCING AND BE PERMANENTLY EXPOSE TO THE WEATHER SHALL BE SLOPED FOR 12875 East 42nd Avenue PLASTICIZING AGENTS; CAPABLE OF DEVELOPING MINIMUM COMPRESSIVE DRAINAGE. UNLESS ENGINEER'S DESIGN DRAWING SPECIFIES A 2.02 WELDING Suite 70 STRENGTH OF 7,000 PSI IN 28 DAYS. HORIZONTAL SURFACE OF SURFACES, SUCH AS STAIR THREADS, WALLS, Denver,CO 80239 M CURBS, AND PARAPETS SHALL BE SLOPED APPROXIMATELY 1/4 FT. A. ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS. B. JOINT FILLERS BITUMINOUS TYPE, AST D1751 OR / CERTIFICATION DOCUMENTS SHALL BE MADE AVAILABLE FOR ENGINEER'S Office:720.374.1911 NON-BITUMINOUS TYPE, ASTM D1752. D. SURFACES THAT WILL BE COVERED BY BACKFILL OR CONCRETE AND/OR OWNER'S REVIEW IF REQUESTED. Fax:720.374.1890 C. ANCHOR BOLTS: ASTM A307. UNPRIMED. SHALL BE SMOOTH SCREENED. B. WELDING ELECTRODES FOR MANUAL SHIELDED METAL ARC 2.05 CONCRETE MIX E. EXPOSED SLAB SURFACES SHALL BE CONSOLIDATED, SCREENED, ELECTRODES DINAAND CONFORM RANULAR FLUX USED N THE SUBMERGED RAMSBARE FLOATED, AND STEEL TROWELED. HAND OR POWER-DRIVEN EQUIPMENT Dynatek A. CONCRETE SHALL BE PROPORTIONED FOR WORKABILITY, MAXIMUM MAY BE USED FOR FLOATING SHALL BE STARTED AS SOON AS THE PROCESS SHALL CONFORM TO AISC SPECIFICATIONS.DENSITY, STRENGTH, AND DURABILITY REQUIREMENTS IN ACCORDANCE SCREENED SURFACE HAS ATTAINED A STIFFNESS TO PERMIT FINISHING C. FIELD WELDING SHALL BE DONE AS PER AWSD1.1 REQUIREMENTS WITH ACI 301, THE 28-DAY DESIGN COMPRESSIVE STRENGTH OF OPERATIONS. FLOATING SHALL BE CONTINUED THE MINIMUM TIME r REQUIRED TO PRODUCE A SURFACE UNIFORM IN TEXTURE AND FREE VISUAL INSPECTION IS ACCEPTABLE. } CONCRETE SHALL BE AS SPECIFIED ON THE DRAWINGS. CONCRETE FROM SCREENED MARKS OR OTHER IMPERFECTIONS. THE FINAL FINISH TELECOMMU IICATIONSSERVICES FURNISHED MAY BE A COMMERCIAL READY-MIX PROVIDED THAT SHALL BE PRODUCED BY USE OF STEEL-BLADED FINISHING TROWELS. D. STUD WELDING SHALL BE ACCOMPLISHED BY CAPACITOR DELIVERY TO THE PLACING LOCATION IS SATISFACTORILY ESTABLISHED STEEL TROWLING SHALL COMMENCE ONLY AFTER THE SURFACES TO BE DISCHARGE (CD) WELDING TECHNIQUE USING MIDWEST FASTENERS, INC. 7134 Brookwood Drive AS OCCURRING NOT LATER THAN 45 MINUTES AFTER ADDITION OF FINISHED HAVE BEEN BROUGHT TO CORRECT ELEVATION AND ALL CD100 CAPACITOR DISCHARGE STUD WELDER OR EQUAL. Brookfield,OH 44403 WATER TO THE MIX. SLUMP OF DELIVERED CONCRETE SHALL NOT SURFACE IMPERFECTIONS CORRECTED, AND SHALL BE CONTINUED ONLY EXCEED 5". UNTIL THE SURFACE IS SMOOTH AND UNIFORM IN TEXTURE AND 2.2 PROVIDE STUD FASTENERS OF MATERIALS AND SIZES SHOWN Phone:800-838-3224, APPEARANCE. IF FREE WATER IS BROUGHT TO THE SURFACE DURING ON DRAWINGS OR AS RECOMMENDED BY THE MANUFACTURER FOR Fax:330-448-4337 B. THE FOLLOWING STRENGTHS SHALL BE USED: THE FINISHING OPERATIONS, IT SHALL BE REMOVED BY SPONGING. STRUCTURAL LOADINGS REQUIRED. www.dynatektelecom.com 1. FENCE POSTS FOUNDATIONS - DESIGN COMPRESSIVE FINISHING SHALL BE TIMED AND PERFORMED SO THAT EXTRA WATER STRENGTH AT 28 DAYS OF 2,000 PSI. NEED NOT BE APPLIED TO THE SURFACE BEING TROWELED. TO FOLLOW Y MANUFACTURERS AND SPECIFICATIONS STUD WELDS. AND INSTRUCTIONS PROPERLY SELECT INSTALL 758 DYNATEIC PR07.NO.: 2. EQUIPMENT FOUNDATIONS - DESIGN COMPRESSIVE 3.05 PATCHING 2.03 BOLTING STRENGTH AT 28 DAYS OF 4,000 PSI. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY UPON DRAWN BY: S.RM. REMOVAL OF THE FORMS TO OBSERVE CONCRETE SURFACE CONDITIONS. A. BOLTS SHALL BE 3/4" (MINIMUM) CONFORMING TO ASTM A325, 3. ALL OTHER CONCRETE NOT SPECIFIED - DESIGN IMPERFECTIONS SHALL BE PATCHED ACCORDING TO THE ENGINEER'S HOT DIP GALVANIZED OR ASTM A153, NUTS SHALL BE HEAVY HEX COMPRESSIVE STRENGTH AT 28 DAYS OF 3,000 PSI. DIRECTION. TYPE CHECKEDEY: D.C.B. 4. CONCRETE SPECIFICATION FOR MONOPOLE OR TOWER 3.06 DEFECTIVE CONCRETE B. ALL BOLTS SHALL BE INSTALLED IN SLIP CRITICAL CONNECTIONS FOUNDATION SHALL CONFORM TO MANUFACTURER'S RECOMMENDATIONS. CONFORMING TO AISC METHOD, CONFORMING TO THE 1/4 TURN SUBMITTALS C. USE ACCELERATING ADMIXTURES IN COLD WEATHER ONLY WHEN THE CONTRACTOR SHALL NOTIFY OR REPLACE CONCRETE NOT METHOD. APPROVED BY THE ENGINEER. USE OF ADMIXTURES WILL NOT RELAX CONFORMING TO REQUIRED LEVELS AND LINES, DETAILS, AND COLD WEATHER PLACEMENT REQUIREMENTS. ELEVATIONS AS SPECIFIED IN ACI 301. 2.04 FABRICATION D. USE SET-RETARDING ADMIXTURES DURING HOT WEATHER ONLY 3.07 PROTECTION A. FABRICATION OF STEEL SHALL CONFORM TO THE AISC AND AWS STANDARDS AND CODES. WHEN APPROVED BY THE ENGINEER. A. IMMEDIATELY AFTER PLACEMENT. THE CONTRACTOR SHALL 2 9/10/08 CODE REVIEW COMMENTS ENTRAINING AGENT TO CONCRETE MIX FOR CONCRETE PROTECT THE CONCRETE FROM PREMATURE DRYING, EXCESSIVELY HOT 2.05 FINISH 1 7/18/08 REDLINE REVISIONS E. ADO AIR E WORK SUBJECT N AI EXPOSED TO EXTERIOR. OR COLD TEMPERATURES, AND MECHANICAL INJURY. FINISHED WORK SHALL BE PROTECTED. A. STRUCTURAL STEEL EXPOSED TO WEATHER SHALL BE HOT-DIP 0 5/19/08 ISSUED FOR REVIEW GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123. PART 3 - EXECUTION B. CONCRETE SHALL BE MAINTAINED WITH MINIMAL MOISTURE LOSS 2.06 PROTECTION THE INFORMATION CONTAINED IN AT RELATIVELY CONSTANT TEMPERATURE FOR PERIOD NECESSARY FOR THIS SET OF DOCUMENTS IS 3.01 INSPECTION HYDRATION OF CEMENT AND HARDENING OF CONCRETE. A. UPON COMPLETION OF ERECTION INSPECT ALL GALVANIZED PROPRIETARY BY NATURE. ANY STEEL AND PAINT ANY FIELD CUTS, WELDS, OR GALVANIZED BREAKS USE OR DISCLOSURE OTHER THAN THE CONTRACTOR SHALL VERIFY ANCHORS, SEATS, PENETRATIONS, C. ALL CONCRETE SHALL BE WATER CURED BY CONTINUOUS (NOT WITH ZINC BASED PAINT, COLOR TO MATCH THE GALVANIZING PROCESS. THAT ISICH TENT PLATES, REINFORCEMENT, AND OTHER ITEMS TO BE CAST INTO PERIODIC) FINE MIST SPRAYING OR SPRINKLING ALL EXPOSED CONCRETE ARE ACCURATELY PLACED, HELD SECURELY, AND SHALL SURFACES. WATER SHALL BE CLEAN AND FREE FROM ACID, ALKALI, NOT CAUSE HARDSHIP IN PLACING CONCRETE. 3.01 ERECTION OF STEEL \ SLATS, OIL, SEDIMENT, OR ORGANIC MATTER. SUCCESSFUL CURING SHALL BE ASSURED BY USE OF AN AMPLE WATER SUPPLY UNDER 3.02 PREPARATION A. PROVIDE ALL ERECTION EQUIPMENT, BRACING, PLANKING, FIELD BOLTS, NUTS, WASHERS, DRIFT PINS, AND SIMILAR MATERIALS WHICH PRESSURE IN PIPES, WITH ALL NECESSARY APPLIANCES OF HOSE, SPRINKLERS, AND SPRAYING DEVICES. A. THE CONTRACTOR SHALL PREPARE PREVIOUSLY PLACED DO NOT FORM APART OF THE COMPLETED CONSTRUCTION, BUT ARE DrI,If(Jt.J C. CONCRETE BY CLEANING WITH STEEL BRUSH AND APPLYING BONDING NECESSARY FOR ITS PROPER ERECTION. V I AGENT. APPLY BONDING AGENT IN ACCORDANCE WITH METALS * MANUFACTURER'S INSTRUCTIONS. B. ERECT AND ANCHOR ALL STRUCTURAL STEEL IN ACCORDANCE B wd0 PART 1 - GENERAL WITH AISC REFERENCE STANDARDS. ALL WORK SHALL BE ACCURATELY , 3 pp 3.03 PLACING CONCRETE SET TO ESTABLISHED ATTACHMENTS TO THE CONSTRUCTION OF THE a3®���p A. E ENGINEER 1.01 WORK INCLUDED BUILDING. �� / 290 , ADVAN EOFCONCRETE PLACEMENT.FIE O EMENT. UN ESS INSPECTION 24 1S WAIVED IN A. THE WORK CONSISTS OF THE FABRICATION AND INSTALLATION C. TEMPORARY BRACING, GUYING, AND SUPPORT SHALL BE C� IN EACH CASE, PLACING OF CONCRETE SHALL BE PERFORMED ONLY IN OF ALL MATERIALS TO BE FURNISHED, AND WITHOUT LIMITING THE PROVIDED TO KEEP THE STRUCTURE SET AND ALIGNED AT ALL TIMES THE PRESENCE OF THE ENGINEER. GENERALITY THEREOF, INCLUDES ALL EQUIPMENT, LABOR AND SERVICES DURING CONSTRUCTION, AND TO PREVENT DANGER TO PERSONS AND REQUIRED FOR ALL STRUCTURAL STEEL WORK INCLUDING ALL ITEMS PROPERTY. CHECK ALL TEMPORARY LOADS AND STAY WITHIN SAFE CONCRETE SHALL NOT BE PLACED UNTIL ALL FORMWORK, EMBEDDED INCIDENTAL THERETO AS SPECIFIED HEREIN AND AS SHOWN ON THE CAPACITY OF ALL BUILDING COMPONENTS. VAM NflDDLE CREEK PARTS, STEEL REINFORCEMENT, FOUNDATION SURFACES, AND JOINTS DRAWINGS. INCLUDING: SPECIAL CONSTRUCTION INVOLVED IN THE PLACING HAVE BEEN APPROVED, AND UNTIL DEN-448B FACILITIES ACCEPTABLE TO THE CRICKET REPRESENTATIVE HAVE BEEN 1. STEEL FRAMING INCLUDING BEAMS, ANGLES, CHANNELS AND ANTENNA INSTALLATION PROVIDED AND MADE READY FOR ACCOMPLISHMENT OF THE WORK AS PLATES. SPECIFIED. CONCRETE MAY NOT BE ORDERED FOR PLACEMENT UNTIL PART 1 - GENERAL ALL ITEMS HAVE BEEN APPROVED AND CRICKET HAS PERFORMED A 2. WELDING AND BOLTING OF ATTACHMENTS. 145 N. FRONTAGE ROAD WEST FINAL INSPECTION AND GIVEN APPROVAL TO START PLACEMENT 1.01 WORK INCLUDED TESTING. 1.02 REFERENCE STANDARDS VAIL,CO 81657 B. PLACEMENT OF CONCRETE SHALL BE IN ACCORDANCE WITH ACI A. THE WORK SHALL CONFORM TO THE CODES AND STANDARDS OF A. ANTENNAS AND COAXIAL CABLES ARE FURNISHED BY CRICKET 301. THE FOLLOWING AGENCIES AS FURTHER SIGHTED HEREIN: UNDER SEPARATE CONTRACT. THE CONTRACTOR SHALL ASSIST SHEET TITLE: ANTENNA INSTALLATION CONTRACTOR IN TERMS OF COORDINATION AND C. THE CONTRACTOR SHALL ENSURE THAT REINFORCEMENT, 1. ASTM: AMERICAN SOCIETY FOR TESTING AND MATERIALS, SITE ACCESS. ERECTION SUBCONTRACTOR SHALL BE RESPONSIBLE INSERTS, EMBEDDED PARTS, FORMED JOINTS, AND VAPOR BARRIERS 196 RACE STREET, PHILADELPHIA, PA 19103, USA AS PUBLISHED IN FOR THE PROPERTY. GENERAL NOTES ARE NOT DISTURBED DURING CONCRETE PLACEMENT. "COMPILATION OF ASTM STANDARDS IN BUILDING CODES". B. INSTALL ANTENNAS AS INDICATED ON DRAWINGS AND CRICK_ET 3.04 SURFACE FINISHES 2. AWS: AMERICAN WELDING SOCIETY INC., 2501 NW 7TH COM. SPECIFICATIONS. A. SURFACES AGAINST WHICH BACKFILL OR CONCRETE SHALL BE STREET, MIAMI, FL 33125 USA AS PUBLISHED IN "CODE FOR STANDARD C. INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON SHEET NUMBER: PLACED REQUIRE NO TREATMENT EXCEPT REPAIR OF DEFECTIVE AREAS. PRACTICE FOR STEEL BUILDINGS AND BRIDGES": "SPECIFICATIONS FOR DRAWINGS. THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR GN-3 BUILDINGS." D. INSTALL FURNISHED GALVANIZED STEEL OR ALUMINUM WAVEGUIDE AS INDICATED ON DRAWINGS. E. CONTRACTOR SHALL PROVIDE FOUR (4) SETS OF SWEEP TEST C. MATERIALS: ALL SIMILAR MATERIALS AND EQUIPMENT SHALL BE UNDER HEWLETT—PACKARD 87138 RF SCALAR NETWORK ANALYZER. SUBMIT FREQUENCY DOMAIN RE3B RF SCALAR(FDR) TEST RESULTS TO HE PRODUCT OF THE SAME MANUFACTURER WHERE NO SPECIFIC GROUNDING THE PROJECT MANAGER. TESTING SHALL BE PERFORMED E AN MATERIAL APPARATUS OR APPLIANCE IS MENTIONED. MANUFACTURER IN TESTING SERVICE AND BE BOUND AND SUBMITTED WITHIN MAY BE USED PROVIDING IT CONFORMS TO HE CONTRACT A. ALL ELECTRICAL AND GROUNDING AT THE CELL SITE SHALL ONE WEEK OF WORK COMPLETION. REQUIREMENTS AND MEETS HE APPROVAL OF HE OWNER. MATERIAL COMPLY WITH THE NATIONAL ELECTRICAL CODE (NEC), NATIONAL FIRE AND EQUIPMENT SHALL BE HE STANDARD PRODUCTS OF PROTECTION ASSOCIATION (NFPA) 780 (LATEST EDITION), AND F. INSTALL COAXIAL CABLES AND TERMINATIONS BETWEEN MANUFACTURER'S REGULARLY ENGAGED IN HE PRODUCTIONS OF SUCH MANUFACTURER. ANTENNAS AND EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS. MATERIAL AND SHALL BE HE MANUFACTURER'S CURRENT IN WEATHERPROOF ALL CONNECTORS BETWEEN THE ANTENNA AND STANDARD AND DESIGN. B. IF THE AC PANEL IN HE POWER CABINET IS WIRED AS SERVICE EQUIPMENT PER MANUFACTURER'S REQUIREMENTS. TERMINATE ALL ENTRANCE, THE AC SERVICE GROUND CONDUCTOR SHALL BE 12875 East 42nd Avenue COAXIAL CABLE THREE (3) FEET IN EXCESS OF ENTRY PORT LOCATION COMPLETE CELE�TRICA FABRICATION,SYSTEM SHALL B�NDONED IN SAA FIRST CLASS HE CONNECTED TO GROUND ELECTRODE SYSTEM. WHEN HE AC PANEL IN UNLESS OTHERWISE STATED. THE POWER CABINET IS CONSIDERED A SUB—PANEL, THE GROUND WIRE Suite 70 WORKMANLIKE MANNER BY QUALIFIED PERSONNEL EXPERIENCED IN SHALL BE INSTALLED IN THE AC POWER CONDUIT. HE INSTALLATION Denver,CO 80239 G. ANTENNA AND COAXIAL CABLE GROUNDING: SUCH WORK AND SHALL PROCEED IN AN ORDERLY MANNER SO AS SHALL BE PER LOCAL AND NATIONAL ELECTRIC CODE (NFPA-70). Office:720.374.1911 NOT TO HOLD UP PROGRESS OF THE PROJECT. Fax:720.374.1890 1. ALL EXTERIOR #6 GREEN GROUND WIRE DAISY CHAIN E. PERFORMANCE TESTS: THOROUGHLY TEST FEEDERS, EQUIPMENT C. EXOTHERMIC WELDING IS RECOMMENDED FOR GROUNDING CONNECTIONS ARE TO BE WEATHER SEALED WITH ANDREWS AND ALL CIRCUITS FOR PROPER OPERATING CONDITION AND FREEDOM CONNECTION WHERE PRACTICAL OTHERWISE, THE CONNECTION SHALL CONNECTOR/SPLICE WEATHERPROOFING KIT TYPE 3221213 OR FROM GROUNDS AND SHORT CIRCUITS BEFORE ACCEPTANCE IS BE MADE USING COMPRESSION TYPE-2 HOLES. LONG BARREL LUGS EQUIVALENT. OR DOUBLE CRIMP CLAMP 'C" CLAMP. HE COPPER CABLES SHALL REQUESTED. ALL EQUIPMENT, APPLIANCES, AND DEVICES SHALL BE BE COATED WITH ANTIOXIDANT (COPPER SHIELD) BEFORE MAKING THE 2. ALL COAXIAL CABLE GROUNDING KITS ARE TO BE OPERATED UNDER LOAD CONDITIONS. CRIMP CONNECTIONS. THE MANUFACTURER'S TORQUING Dynatek INSTALLED ON STRAIGHT RUNS OF COAXIAL CABLE (NOT WITHIN F. AS—BUILT DRAWINGS: DURING PROCESS OF THE WORK, MAINTAIN RECOMMENDATIONS ON THE BOLT ASSEMBLY TO SECURE CONNECTIONS BENDS). AN ACCURATE RECORD OF THE INSTALLATION OF THE SYSTEM, ARE TO BE FOLLOWED. LOCATING EACH CIRCUIT PRECISELY BY DIMENSION. UPON COMPLETION TELECOMMUNICATIONS SERVICES 1.02 RELATED WORK D. HE ANTENNA CABLES SHALL BE GROUNDED AT HE TOP AND OF THE INSTALLATION, TRANSFER ALL RECORD DATA TO BLUE LINE BOTTOM OF THE RUN FURNISH THE FOLLOWING WORK AS SPECIFIED UNDER CONSTRUCTION PRINTS OF THE ORIGINAL DRAWINGS. ANTENNA CABLE SHIELDASHALL BERBONDED GTORATCOPIPER GROUND Brookfield,OH 444403 THE 7134 Brookwood DOCUMENTS, BUT COORDINATE WITH OTHER TRADES PRIOR TO BID: RACEWAYS, BOXES, AND FITTINGS BUS AT THE LOWERMOST POINT OF A VERTICAL RUN JUST BEFORE IT BEGINS TO BEND TOWARD THE HORIZONTAL PLANE. WIRE RUNS TO Fax:330-448-433224 1• FLASHING OF OPENING INTO OUTSIDE WALLS. GROUND SHALL BE KEPT AS STRAIGHT AND SHORT AS POSSIBLE. THE Fax 330-448-4337 A. CONDUITS, ELECTRICAL, METALLIC TUBING (MET): MILD STEEL, ANTENNA CABLE SHIELD SHALL BE GROUNDED JUST BEFORE ENTERING ZINC COATED ON THE OUTSIDE AND EITHER ZINC COATED OR COATED THE CELL CABINET. ANY ANTENNA CABLES OVER 200 FEET IN LENGTH www.dynatektelecom.com 2. SEALING AND CAULKING ALL OPENINGS. WIH AN APPROVED CORROSION RESISTANT COATING ON THE INSIDE. SHALL ALSO BE EQUIPPED WITH ADDITIONAL GROUNDING AT MID—POINT. DRAWINGS ORE SPECIFICALLY APPROVED FOR EQUIPMENT CONNECTIONS. DYNATEK 3. PAINTING. PRO1.NO.: 6758 6. ALL GROUNDING CONDUCTORS INSIDE HE BUILDING SHALL BE 4. CUTTING AND PATCHING. SIZES NOT NOTED ON DRAWINGS SHALL BE AS REQUIRED BY NEC. RUN IN CONDUIT RACEWAY SYSTEM, AND SHALL BE INSTALLED AS STRAIGHT AS PRACTICAL WITH MINOR BENDS TO AVOID OBSTRUCTIONS. S.R B. CONDUIT FITTINGS: CONNECTORS AND COUPLINGS: EMT THE MINIMUM BENDING RADIUS OF ANY #2 GROUNDING CONDUCTOR IS M 1.03 REQUIREMENTS OF DRAWN BY.REGULATOR AGENCIES COUPLINGS AND CONNECTORS EITHER STEEL OR MALLEABLE IRON 8". PVC RACEWAY MAY BE FLEXIBLE OR RIGID PER THE FIELD cIm 'm BY: ONLY, CONCRETE TIGHT OR RAIN TIGHT AND EITHER THE GLAND AND CONDITIONS. GROUNDING CONDUCTORS SHALL NOT MAKE CONTACT A. FURNISH U.L. LISTED EQUIPMENT WHERE SUCH LABEL IS RING COMPRESSION TYPE OR THE STAINLESS STEEL MULTIPLE LOCKING WITH ANY METALLIC CONDUITS, SURFACES, OR EQUIPMENT. D.C.B. AVAILABLE. INSTALL IN CONFORMANCE WITH U.L. STANDARDS WHERE TYPE, CONNECTORS TO HAVE INSULATED THROATS, EMT FITTINGS USING APPLICABLE. SET SCREWS OR INDENTATIONS AS A MEANS OF ATTACHMENT ARE NOT 7. PROVIDE PVC SLEEVES WHERE GROUNDING CONDUCTORS PASS TO BE PERMITTED. BUSHINGS: INSULATED TYPE, DESIGNED TO =1SSUEDFCRREV1EW ALS B. INSTALL ANTENNA, ANTENNA CABLES, GROUNDING SYSTEM IN PREVENT ABRASION OF WIRES WITHOUT IMPAIRING THE CONTINUITY OF THROUGH HE BUILDING WALLS AND/OR CEILINGS. ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS IN EFFECT AT THE CONDUIT, IMC AND RIGID ALUMINUM CONDUIT. PROJECT LOCATION AND RECOMMENDATIONS OF STATE AND LOCAL 8. INSTALL GROUND BUSHINGS ON ALL METALLIC CONDUITS AND WORK. THUS WORK INCLUDESSBUT OIS NOT RIMIITEDFTO HE PORTIONS OLLOWING: C. CONDUIT INSTALLATIONS: CONDUITS SYSTEMS, EMT, OR RIGID BOND TO THE EQUIPMENT GROUND BUS IN THE PANELBOARD. NONMETALLIC CONDUIT UNLESS NOTED. CONDUIT INSTALLATION: 9. GROUND ANTENNA BASES, FRAMES, CABLE RACKS, AND OTHER INSTALL CONCEALED CONDUIT AND EMT IN AS DIRECT LINES AS 1. EIA — ELECTRONIC INDUSTRIES ASSOCIATION RS-22. POSSIBLE. INSTALL EXPOSED CONDUITS AND EMT PARALLEL TO OR AT METALLIC COMPONENTS WITH #2 GROUNDING CONDUCTORS AND EW COMMENTS STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA RIGHT ANGLES TO HE LINES OF HE BUILDING. RIGHT ANGLE BENDS CONNECT TO INSULATED SURFACE MOUNTED GROUND BARS. SUPPORTING STRUCTURES. IN EXPOSED CONDUIT AND EMT RUNS SHALL BE MADE WITH STANDARD CONNECTION DETAILS SHALL FOLLOW MANUFACTURER'S SPECIFICATIONS VISIONS ELBOWS, SCREW JOINTED CONDUIT FITTINGS OR CONDUIT BENT TO FOR GROUNDING. REVIEW 2. FAA — FEDERAL AVIATION ADMINISTRATION ADVIS ORY RADIUS NO LESS THAN THOSE OF STANDARD ELBOWS. CIRCULAR AC 70/7480—IH, CONSTRUCTION MARKING AND LIGHTING. 10. GROUND COAXIAL SHIELD AT BOTH ENDS USING THE INFORMATION CONTAINED IN D.CONDUITS EMT T MORE 8 PPORTSS FOR HORIZOOTALESS MANUFACTURER'S GUIDELINES. THIS SET OF DOCUMENTS IS 3. FCC — FEDERAL COMMUNICATION COMMISSION RULES AND PROPRIETARY BY NATURE. ANY REGULATIONS FORM 715, OBSTRUCTION MARKING AND LIGHTING THAN TWO ELBOW OR BEND INCLUDING RUNS ABOVE SUSPENDED 11 GROUND FIELD TEST PROCEDURE USE OR DISCLO THAN SPECIFICATION FOR ANTENNA STRUCTURES CEILINGS AND WITHIN 3 FEET OF ALL JUNCTION BOXES, SWITCHES, THAT D NT 4. AISC FITTINGS, ETC. INSTALL ONE HOLD PIPE STRAPS ON CONDUITS 1 INCH THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE A "FALL OF NAME I T P — AMERICAN INSTITUTE OF STEEL CONSTRUCTION OR SMALLER INSTALL INDIVIDUAL PIPE HANGERS FOR CONDUITS LARGER THAN 1 INCH. SPRING STEEL FASTENERS WITH HANGER RODS MAY BE POTENTIAL" TEST IO HE NEW SUPPLEMENTAL GROUND FIELD PRIOR ,Q OR STRUCTURAL JOINTS USING ASTM 1325 OR A490 BOLTS. TO FINAL CONNECTION OF HE GROUNDING SYSTEM TO EQUIPMENT. !! USED IN DRY LOCATIONS IN LIEU OF PIPE STRAPS. THE TEST SHALL BE PERFORMED BY A QUALIFIED AND CERTIFIED 5. NEC — NATIONAL ELECTRIC CODE — ON TOWER LIGHTING � L, _ KITS. PROJECT MANAGER PROVIDE REVI W.INDEPENDENT NDESYSTEMTRESISTANCE TO CONDUCTORS ������ C. 6. UL — UNDERWRITER'S LABORATORIES APPROVED A. WIRES AND CABLES (600 VOLTS): CONFORM TO THE APPLICABLE TEST TE EXCEEDS PROVIDE ADDITIONAL OHM(G THE CO OHMS. IF HE GROUND ELECTRICAL PRODUCTS. TEST EXCEEDS THE MAXIMUM OF 10 OHMS, THE CONTRACTOR SHALL UL AND IPCEA STANDARDS FOR THE USE INTENDED. COPPER 9` o CONDUCTORS WITH 600 VOLTS INSULATION UNLESS OTHERWISE REQUIRED TO MEET HE 10 OHMS MAXIMUM. p CONNECTIONS AS �LJ7%8 17 AND722 OF THE CC RULESR RE7APPLC APPLICABLE AND IN THE EVENTS NO.C8FIOR LARGER ON THE ELSEWHERE SPECIFIDNOR CONDUCTORS p OF CONFLICT, SUPERSEDE ANY OTHER STANDARDS OR SPECIFICATIONS. DRAWINGS. USE OF ALUMINUM CONDUCTORS WILL NOT BE PERMITTED. �, 1dp� !/2718 8. LIFE SAFETY CODE NFPA, LATEST EDITION. INSULATION SHALL BE TYPE THHN/THWN INSULATION 75' C FOR ALL a CONDUCTORS, OTHERWISE SPECIFIED CONDUCTORS COLOR—CODED IN D ARC ELECTRICAL SPECIFICATIONS ACCORDANCE WIH NEC. CONNECT ALL CONDUCTORS OF THE SAME PHASE CONDUCTOR, COLOR CODING SHALL BE A—BLACK, B—RED, GENERAL PROPERTIES N—WHITE, WITH GREEN FOR ALL GROUND coNpucroRS. VAII,MMDLE CREEK • A. REQUIREMENTS: FURNISH ALL LABOR, MATERIALS, SERVICE, DEN-448B EQUIPMENT, AND APPLIANCES REQUIRED TO COMPLETE THE B. CONNECTORS AND LUGS: FOR COPPER CONDUCTORS NO. 6 AND INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEM IN ACCORDANCE SMALLER: 3M SCOTCH—LOK OR T & B STA—KON COMPRESSION OR WITH THE SPECIFICATIONS AND CONTRACT DRAWINGS, INDENT TYPE CONNECTORS WITH INTEGRAL OR SEPARATE INSULATING CAPS. FOR COPPER CONDUCTORS LARGER THAN NO. 6 SOLDERLESS, 145 N. FRONTAGE ROAD WEST B. REQUIREMENTS OF REGULATORY AGENCIES AND STANDARDS: INDENT HEX SCREW OR BOLT TYPE PRESSURE CONDUCTORS, VAIL,CO 81657 INSTALLATION, MATERIAL, EQUIPMENT AND WORKMANSHIP SHALL PROPERLY TAPED OR INSULATED. CONFORM TO THE APPLICABLE PROVISIONS OF THE NATIONAL ELECTRIC CODE (NEC) — APPLICABLE STATE ELECTRIC CODES, THE NATIONAL C. SPLICES: (480 VOLTS AND UNDER): CONDUCTOR LENGTHS SHALL ELECTRICAL SAFETY CODES (NESC), AND THE TERMS AND THE BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT SHEET TITLE: CONDITIONS PERTAINING OF THE HE AUTHOR171ES HAVING LAWFUL CA JURISDICTION ED SPLICES UNLESS APPROVED BY THE BUILDING INSPECTOR. BY THESE CODES, RULES, REGULATIONS, AND AUTHORITIES SHALL BE GENERAL NOTES MADE BY HE CONTRACTOR WITHOUT ADDITIONAL CHARGE TO THE CIRCUIT BREAKERS UNDERWRITER'S LABORATORIES (UL): ALL MATERIALS, APPLIANCES, OR SI PROVIDE MOLDED CASE, BOLT—ON, THERMAL MAGNETIC TRIP, DEVICES SHALL CONFORM TO THE APPLICABLE STANDARDS OF SNGLE, TWO, OR THREE POLE BRANCH CIRCUIT BREAKERS AS SHEET NUMBER: UNDERWRITER'S LABORATORIES, INC. THE LABEL OF, OR LISTING BY: SHOWN ON DRAWINGS. MULTIPLE POLE BREAKERS SHALL BE SINGLE U.L. IS REQUIRED. HANDLE, COMMON TRIP, A/C RATING TO MATCH EXISTING OR AS REQUIRED FOR AVAILABLE FAULT CURRENTS. ��T-4 -- - 1V EXISTING BUILDING: 3 OCCUPANCY: R-2 SPRINKLED: YES 12875 East 42nd Avenue / CONST TYPE: VA Suite 70 Denver,CO 80239 PROPOSED BUILDING: Office:720.374.1911 Fax:720.374.1890 ( OCCUPANCY: U C SPRINKLED: NO g CONST TYPE: VB g HEIGHT: I STORY Dynatek AREA: 262 SO.FT.ALLOWABLE HEIGHTS & AREAS: (2006 IBC TABLE 503) CONST TYPE: VB 111 -- - TELECOMMUNICATIONS SERVICES MAX. HEIGHT: I STORY communications MAX.AREA: 5,500 SQ.FT. 7134 Brookwood Drive FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALL APPROVED Brookfield,OH 44403 Phone:800-838-3224 BASED ON FIRE SEPERATION DISTANCE: 1• Commttni D p partment Fax:330-448-4337 J (2006 IBC TABLE 602) �0 ) L+ijJ i� Buildifl�$$fety (��n 58���5 www.dynatektelecom.com CONST TYPE YPE(EXISTING):OVA S ►I" L I(�(I 'ds` `� SITE NAME: CONST TYPE(PROPOSED): VB DYNATEK 6758 OCCUPANCY GROUP: R 8 U PROJ.NO.: FIRE-RESISTANCE RATING: I HR International Building issuance or i MIDDLE CREEK Code alidity of permit The issuance or granting t � DRAWN BY: S.RM. �.� not be construed to be a permit for,or an approval of,any viola on any oft a provisions of this code or of any other ordinance of the junsdict on.Permits presuming to give authority to violate or cancel the cl�cxED BY: D.c.B .� SAS- �4� ta4A1 I provisio s of this code or other ordinances of the jurisdiction shall not be SITE NUMBER.' valid.Tie issuance of a permit based on construction documents and SUBMITTALS �*.�� ,rp •�, f'pke�N other d to shall not prevent the building official from requiring the correcti n of errors in the construction documents and other data.Ttw OF, 5"41-H # +FagS7 "L4,s building official is also authorized to prevent occupancy or use of a DEN -448-B 1 Aa 'rs structur where in violation of this code or of an other Ord IyL �.T�'OL� W` ii115jUf1S 1CtI0n, y Ordinances VY���p11111111III[INO//7 9/26/08 CODE REVIEW COMMENTS PLANS MINEFt DATE. NEW EQUIPMENT AND ANTENNAS �\08133o D 3�'% 2 9/10/08 CODE REVIEW COMMENTS BUILDING INFORMATION \ - _73777"N A N EXISTING BUILDING =_ 300 60 = 7/18/08 REDLINE REVISIONS —270 0 90- 0 5/19/08 ISSUED FOR REVIEW %zao 120\ THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS ARCHITECT CRICKET SITE NAME: %11 210 eo 150 \`���� PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN DYNATEK TELECOMMUNICATIONS SERVICES VAIL MIDDLE CREEK /'�///�lIIIIII IIII111�����\\\ THAT WHICH RELATES TO CLIENT t ` NAME 1S STR IBITED. 7134 BROOKWOOD DRIVE CRICKET SITE NUMBER: BROOKFIELD,OH 44403 MAGNETIC DECLINATION OC PHONE:800.838.3224 ^O DEN-446-B 1 ' 1 FAX:330.448.4337 SITE ADDRESS: SHT. DESCRIPTION THE FOLLOWING PARTIES HEREBY APPROVE AND CONTACT:MARK THOMPSON 45 N. FRONTAGE ROAD NO. ACCEPT THESE DOCUMENTS AND AUTHORIZE THE VAIL, CO 81657 CONTRACTOR TO PROCEED WITH THE JURISDICTION:EAGLE COUNTY T-I TITLE SHEET - CONSTRUCTION DESCRIBED HERIN. ALL CO LAT. 39°38'45.599992"N SITE SURVEY F�d e DOCUMENTS ARE SUBJECT TO REVIEW BY THE David C. LONG. 106°22' 50.799972"w LOCAL BUILDING DEPARTMENT AND MAY IMPOSE p A-I ROOF/SITE PLAN 1 r Q CHANGES OR MODIFICATIONS. U^ud0 BUILDING OWNER: A-2 ELEVATIONS ��iJ�f$ TOWN OF VAIL aa� a ���_"'`"'"° CRICKET PROJECT ADDRESS: 145 S.FRONTAGE ROAD A-3 ELEVATIONS "` ; "r MANAGER: VAIL,CO 81657 CODE BLOCK: "°� " q";�»� �'` PHONE: 970.479.2154 BUILDING CODE:2006 INTERNATIONAL BUILDING CODE A-4 PLATFORM, ICE BRIDGE,8 GPS DETAILS l7 �� o;;: DATE: FAX: 970.479.2248 2008 BAEC f g CONTACT:RON BRADEN(DIRECTOR) 2002 NATIONAL ELECTRIC CODE 4-5 RF,ANTENNA,AND TRENCH DETAILS CRICKET R.F.: li ii rill, PROPOSED EQUIPMENT OCCUPANCY: B A-6 SITE DETAILS VAIL ` K (UNMANNED TELEPHONE EQUIPMENT AND ANTENNA) DATE: WATER SUPPLY: NONE S-1 STRUCTURAL FRAMING PLAN,SECTIONS AND NOTES DEN-448B WASTE WATER:NONE CRICKET NErOPS: PLUMBING: NONE 3 E-I GROUNDING PLAN B NOTES LOCATION MAP DATE: USE GROUP:U( ILITY) S E-1.1 ELECTRICAL DETAILS APPLICANT: CONST.TYPE: B FROM THE CRICKET OFFICE: CRICKET CONST.: 145 N.FRONTAGE ROAD WEST CRICKET COMMUNICATIONS SD. FOOTAGE:262 E-2 FROM DETAILS START OUT GOING WEST ON E 42ND AVE TOWARD E 44TH AVE. VAIL,CO 81657 12875 EAST 42ND AVENUE,SUITE 70 THE PROPOSED PROJECT INCLUDES: E-3 PPC CABINET DETAILS 0.4 MI. E 42ND AVE BECOMES E 45TH AVE. 0.2 MI.TURN LEFT DATE: DENVER,CO 80239 ONTO PEORIA ST. 0.2 MI. MERGE ONTO 1-70 W. 105.4 MI.TAKE NEW ELE x EQUIPMENT PLATFORM EXIT 176 TOWARD VAIL. 0.2 MI.TURN SLIGHT RIGHT.0.0 MI. CRICKET SA REP: SHEET TITLE: OFFICE: 720.374.1911 NEW ELECTRICARICA L SERVICE E-4 ELECTRICAL DETAILS FAX: 720.374.1890 NEW TELEPHONE SERVICE TURN SLIGHT LEFT. 0.0 MI. TURN RIGHT ONTO N FRONTAGE RD NEW ANTENNAS AND ALL ASSOCIATED PARTS GN-I GENERAL NOTES W. 0.1 MI. END AT 145 N FRONTAGE RD W VAIL,CO 81657-4573 DATE: ELECTRIC GN-2 GENERAL NOTES CRICKET SITE DEV. MGR. TITLE SHEET HOLY CROSS ENERGY THIS FACILITY SHALL MEET OR GN-3 GENERAL NOTES DATE: TELCO EXCEED ALL FAA AND FCC GN-4 GENERAL NOTES QWEST REGULATORY REQUIREMENTS PROPERTY OWNER.: SHEET NUMBER: DATE: 1 CONSULTANT TEAM PROJECT SUMMARY T— SHEET INDEX SITE DIRECTIONS APPROVALS 1 1 GENERAL NOTES DRILLING&SAMPLING SYMBOLS: SS: Split Spoon-1 3/8"1.D.,2"O.D.,unless otherwise noted HS: Hollow Stem Auger ST: Thin-Walled Tube-2"O.D.,unless otherwise noted PA: Power Auger RS: Ring Sampler-2.42"1.D.,3"O.D.,unless otherwise noted HA: Hand Auger DB: Diamond Bit Coring-4", N, B RB: Rock Bit BS: Bulk Sample or Auger Sample WB: Wash Boring or Mud Rotary The number of blows required to advance a standard 2-inch O.D. split-spoon sampler(SS)the last 12 inches of the total 18-inch penetration with a 140-pound hammer falling 30 inches is considered the "Standard Penetration" or"N-value". For 3" O.D. ring samplers (RS)the penetration value is reported as the number of blows required to advance the sampler 12 inches using a 140- pound hammer falling 30 inches, reported as"blows per foot,"and is not considered equivalent to the"Standard Penetration"or"N- value". WATER LEVEL MEASUREMENT SYMBOLS: WL: Water Level WS: While Sampling WCI: Wet Cave in WD: While Drilling WCI: Dry Cave in BCR: Before Casing Removal AB: After Boring ACR: After Casing Removal Water levels indicated on the boring logs are the levels measured in the borings at the times indicated. Groundwater levels at other times and other locations across the site could vary. In pervious soils,the indicated levels may reflect the location of groundwater. In low permeability soils,the accurate determination of groundwater levels may not be possible with only short-term observations. DESCRIPTIVE SOIL CLASSIFICATION: Soil classification is based on the Unified Classification System. Coarse Grained Soils have more than 50%of their dry weight retained on a#200 sieve;their principal descriptors are: boulders, cobbles, gravel or sand. Fine Grained Soils have less than 50%of their dry weight retained on a#200 sieve;they are principally described as clays if they are plastic, and silts if they are slightly plastic or non-plastic. Major constituents may be added as modifiers and minor constituents may be added according to the relative proportions based on grain size. In addition to gradation, coarse-grained soils are defined on the basis of their in-place relative density and fine-grained soils on the basis of their consistency. FINE-GRAINED SOILS COARSE-GRAINED SOILS BEDROCK Relative 19-Si u Blows/Ft. Blows/Ft. Consistency Blows/Ft. Blows/Ft. Density Blows/Ft. Blows/Ft. Consistency <3 0-2 Very Soft 0-6 <3 Very Loose <30 <20 Weathered 3-4 3-4 Soft 7-18 4-9 Loose 30-49 20-29 Firm 5-9 5-8 Medium Stiff 19-58 10-29 Medium Dense 50-89 30-49 Medium Hard 10-18 Stiff 5998 30-50 5 Very Dense 9011 0 19 >79 Very Hard 19-42 16-36-3 0 Very Stiff >42 >30 Hard RELATIVE PROPORTIONS OF SAND AND GRAIN SIZE TERMINOLOGY GRAVEL Descriptive Terms of Percent of Maior Component Other Constituents Dry Weigh of Sample Particle Size Trace <15 Boulders Over 12 in.(300mm) With 15-29 Cobbles 12 in.to 3 in.(300mm to 75 mm) Modifier >30 Gravel 3 in.to#4 sieve(75mm to 4.75 mm) Sand #4 to#200 sieve(4.75mm to 0.075mm) Silt or Clay Passing#200 Sieve(0.075mm) RELATIVE PROPORTIONS OF FINES PLASTICITY DESCRIPTION Descriptive Terms of Percent of Term Dry We Plasticity Index ight Other Constituents <5 Non-plastic 0 Trace Low 1-10 With 5—12 11-30 Modifiers >12 Medium High 30+ Irerracon UNIFIED SOIL CLASSIFICATION SYSTEM Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests" Soil Classification Group Symbol Group NameB Clean Gravels Cu z 4 and 1 5 Cc s 3E GW Well graded gravelF Coarse Grained Soils Gravels GP poorly graded gravelF More than 50%of coarse Less than 5%fines` Cu<4 and/or 1>Cc>3E More than 50%retained fraction retained on ravelF,G•" on No.200 sieve No.4 sieve Gravels with Fines More Fines classify as ML or MH GM Silty 9 than 12%fines° Fines classify as CL or CH GC Clayey gravel'" Sands Clean Sands Cu z 6 and 1<Cc s 3E SW Well graded sand' 50%or more of coarse Less than 5%fines° Cu<6 and/or 1>Cc>3E SP Poorly graded sand' fraction passes SM Silty sand,"•' No.4 sieve Sands with Fines Fines classify as ML or MH More than 12%fines' Fines classify as CL or CH SC Clayey sand 1,H.1 p > PI 7 and lots on or above"A"line' CL Lean clayKL•M Fine-Grained Soils Silts and Clays inorganic 50%or more passes the Liquid limit less than 50 PI<4 or plots below"A"line' ML SIItK.L.M No.200 sieve organic Liquid limit-oven <0.75 OL Organic clay"L•M" dried Liquid limit-not Organic siltKL•M° dried 9 Silts and Clays inorganic PI plots on or above"A"line CH Fat clay"L•M Liquid limit 50 or more MH Elastic silt"-M PI plots below"A"line organic Liquid limit-oven dried <0.75 OH Organic clay"','-' K,L,M,O Liquid limit-not dried Organic silt Highly organic soils Primarily organic matter,dark in color,and organic odor PT Peat "Based on the material passing the 3-in.(75-mm)sieve "If fines are organic,add'With organic fines"to group name. a If field sample contained cobbles or boulders,or both,add'With cobbles ' If soil contains?15%gravel,add"with gravel"to group name. or boulders,or both"to group name. 'If Atterberg limits plot in shaded area,soil is a CL-ML,silty clay. Gravels with 5 to 12%fines require dual symbols: GW-GM well graded K if soil contains 15 to 29%plus No.200,add"with sand"or"with gravel with silt,GW-GC well graded gravel with clay,GP-GM poorly gravel,"whichever is predominant. graded gravel with silt,GP-GC poorly graded gravel with clay. L If soil contains?30%plus No.200 predominantly sand,add °Sands with 5 to 12%fines require dual symbols: SW-SM well graded "sandy"to group name. sand with silt,SW-SC well graded sand with clay,SP-SM poorly graded "'If soil contains>_30%plus No.200,predominantly gravel,add sand with silt,SP-SC poorly graded sand with clay "gravelly"to group name. (�o)z "PI>_4 and plots on or above"A"line. ECU=D6o/Dio Cc= D,o x D6o 0 P<4 or plots below"A"line. P PI plots on or above"A"line. F If soil contains>_15%sand,add"with sand"to group name. �pl lots below"A"line. �If fines classify as CL-ML,use dual symbol GC-GM,or SC-SM. p For classification of fine-grained soils and fine-grained fraction ,' 50 -of coarse grained soils --- Se- �g ! Equation of"A"-line Jam`, P�> FE Horizontal at PI=4 to LL=25.5. X 40 then PI=0.73(LL-20) `Q ...-i-- �o 0 I, Equation of"U"-line G Z Vertical at LL=16 to P1=7, 3p I then PI=D.9{LL-6) ; f— U � 0�0 F 20 I r G�' g j MH or OH 10 i- i i 7 r- a ML or OL o . - 0 10 16 20 30 40 5o 60 70 60 90 100 110 LIQUID LIMIT(LL) Irerracon -i LABORATORY TEST SIGNIFICANCE AND PURPOSE TEST SIGNIFICANCE PURPOSE California Bearing Used to evaluate the potential strength of subgrade soil, Pavement Thickness Ratio subbase, and base course material, including recycled Design materials for use in road and airfield pavements. Consolidation Used to develop an estime of both the rate and amount of Foundation Design at both differential and total settlement of a structure. Direct Shear Used to determine the consolidated drained shear strength Bearing Capacity, of soil or rock. Foundation Design, and Slope Stability Dry Density Used to determine the in-place density of natural, inorganic, Index Property Soil fine-grained soils. Behavior Expansion Used to measure the expansive potential of fine-grained Foundation and Slab soil and to provide a basis for swell potential classification. Design Gradation Used for the quantitative determination of the distribution of Soil Classification particle sizes in soil. Liquid& Plastic Limit, Used as an integral part of engineering classification Soil Classification Plasticity Index systems to characterize the fine-grained fraction of soils, and to specify the fine-grained fraction of construction materials. Permeability Used to determine the capacity of soil or rock to conduct a Groundwater Flow liquid or gas. Analysis pH Used to determine the degree of acidity or alkalinity of a Corrosion Potential soil. Resistivity Used to indicate the relative ability of a soil medium to carry Corrosion Potential electrical currents. R-Value Used to evaluate the potential strength of subgrade soil, Pavement Thickness subbase, and base course material, including recycled Design materials for use in road and airfield pavements. Soluble Sulphate Used to determine the quantitative amount of soluble Corrosion Potential sulfates within a soil mass. Unconfined To obtain the approximate compressive strength of soils Bearing Capacity Compression that possess sufficient cohesion to permit testing in the Foundations unconfined state. Water Content Used to determine the quantitative amount of water in a soil Index Soil Behavior mass. Irerracon REPORT TERMINOLOGY (Based on ASTM D653) Allowable Soil The recommended maximum contact stress developed at the interface of the foundation Bearing Capacity element and the supporting material. Alluvium Soil, the constituents of which have been transported in suspension by flowing water and subsequently deposited by sedimentation. Aggregate Base A layer of specified material placed on a subgrade or subbase usually beneath slabs or Course pavements. Backfill A specified material placed and compacted in a confined area. Bedrock A natural aggregate of mineral grains connected by strong and permanent cohesive forces. Usually requires drilling, wedging, blasting or other methods of extraordinary force for excavation. Bench A horizontal surface in a sloped deposit. Caisson(Drilled A concrete foundation element cast in a circular excavation which may have an enlarged Pier or Shaft) base. Sometimes referred to as a cast-in-place pier or drilled shaft. Coefficient of A constant proportionality factor relating normal stress and the corresponding shear stress Friction at which sliding starts between the two surfaces. Colluvium Soil, the constituents of which have been deposited chiefly by gravity such as at the foot of a slope or cliff. Compaction The densification of a soil by means of mechanical manipulation Concrete Slab-on- A concrete surface layer cast directly upon a base, subbase or subgrade, and typically used Grade as a floor system. Differential Unequal settlement or heave between, or within foundation elements of structure. Movement Earth Pressure The pressure exerted by soil on any boundary such as a foundation wall. ESAL Equivalent Single Axle Load, a criteria used to convert traffic to a uniform standard, (18,000 pound axle loads). Engineered Fill Specified material placed and compacted to specified density and/or moisture conditions under observations of a representative of a geotechnical engineer. Equivalent Fluid A hypothetical fluid having a unit weight such that it will produce a pressure against a lateral support presumed to be equivalent to that produced by the actual soil. This simplified approach is valid only when deformation conditions are such that the pressure increases linearly with depth and the wall friction is neglected. Existing Fill(or Materials deposited throughout the action of man prior to exploration of the site. Man-Made Fill) Existing Grade The ground surface at the time of field exploration. Irerracon REPORT TERMINOLOGY (Based on ASTM D653) Expansive The potential of a soil to expand (increase in volume) due to absorption of moisture. Potential Finished Grade The final grade created as a part of the project. Footing A portion of the foundation of a structure that transmits loads directly to the soil. Foundation The lower part of a structure that transmits the loads to the soil or bedrock. Frost Depth The depth at which the ground becomes frozen during the winter season. Grade Beam A foundation element or wall, typically constructed of reinforced concrete, used to span between other foundation elements such as drilled piers. Groundwater Subsurface water found in the zone of saturation of soils or within fractures in bedrock. Heave Upward movement. Lithologic The characteristics which describe the composition and texture of soil and rock by observation. Native Grade The naturally occurring ground surface. Native Soil Naturally occurring on-site soil, sometimes referred to as natural soil. Optimum Moisture The water content at which a soil can be compacted to a maximum dry unit weight by a Content given compactive effort. Perched Water Groundwater, usually of limited area maintained above a normal water elevation by the presence of an intervening relatively impervious continuous stratum. Scarify To mechanically loosen soil or break down existing soil structure. Settlement Downward movement. Skin Friction(Side The frictional resistance developed between soil and an element of the structure such as a Shear) drilled pier. Soil(Earth) Sediments or other unconsolidated accumulations of solid particles produced by the physical and chemical disintegration of rocks, and which may or may not contain organic matter. Strain The change in length per unit of length in a given direction. Stress The force per unit area acting within a soil mass. Strip To remove from present location. Subbase A layer of specified material in a pavement system between the subgrade and base course. Subgrade The soil prepared and compacted to support a structure, slab or pavement system. Irerracon B08-0261: Entries for Item:90 - BLDG-Final 14:39 10/12/2012 Action Comments By Date Unique_ Key DN 1)APPROVED PLANS NOT ON SITE CG 06/10/2010 A000133 2)PROVIDE ACCESS TO INSIDE OF 738 BUILDING 3)POSITIVE DRAINAGE REQUIRED AROUND BUILDING 4)PLANNING FINAL INSPECTION REQUIRED 5)PROVIDE EXTERIOR LANDING AT MAN DOOR 6)PLYWOOD EXPOSED TO WEATHER AND BURIED IN DIRT 7)INSTALL DRIP EDGE AT ROOF FACIA 8)SOUTH AND EAST WALLS WERE FIRE RATED AND WERE REQUIRED TO BE BUILT TO SOLID FOUNDATION 9)NEED TO CHECK APPROVED PLANS FOR BOTTOM OF EXTERIOR WALL TERMINATION DETAIL. SONOTUBES LEFT EXPOSED, LATTICE INSTALLED OVER GAPS AP Cg 06/14/2010 A000148 820 Total Rows:2 Page 1 E08-0257: Entries for Item:190 - ELEC-Final 14:40 10/12/2012 Action Comments By Date Ke Unique_ AP shahn 10/27/2008 A000119 241 Total Rows: 1 Page 1 A09-0067: Entries for Item:538 - FIRE-FINAL C/O 14:39 10/12/2012 Action Comments By Date Unique_ Ke AP mvaughan 06/04/2010 A000133 591 Total Rows: 1 Page 1