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Home My WebLink AboutB08-0228NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES਍ഀ l~਍ഀ MWNOFVK਍ഀ 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 SFR BUILD PERMIT Permit B08-0228਍ഀ Project PRJ08-0147਍ഀ Job Address: 2566 CORTINA LN VAIL਍ഀ Location......:਍ഀ Parcel No....: 210314201005਍ഀ OWNER JOHNSON, GREGG B. & BEVERLY 07/09/2008਍ഀ 2566 CORTINA LN਍ഀ VAIL਍ഀ CO 81657਍ഀ APPLICANT JOHNSON, GREGG 07/09/2008 Phone: (970) 476-4333਍ഀ 2566 CORTINA LANE਍ഀ VAIL਍ഀ COLORADO 81657਍ഀ License: 426-L਍ഀ CONTRACTOR JOHNSON, GREGG 07/09/2008 Phone: (970) 476-4333਍ഀ 2566 CORTINA LANE਍ഀ VAIL਍ഀ COLORADO 81657਍ഀ License: 426-L਍ഀ Status..਍ഀ ISSUED਍ഀ Applied਍ഀ 07/09/2008਍ഀ Issued਍ഀ 07/22/2008਍ഀ Expires਍ഀ 01/18/2009਍ഀ ~.._Ort Z਍ഀ sx~ ~S਍ഀ Description:਍ഀ DECK REPLACEMENT TO MATCH PARTIAL NEW DECK ON SITE.਍ഀ Occupancy: IRC਍ഀ Type Construction: IRC਍ഀ Valuation: $1,000.00਍ഀ Total Sq Ft Added: 0਍ഀ FEE SUMMARY਍ഀ Building Permit Fee------ >਍ഀ $38.75਍ഀ Will Cal Fee--------------------- >਍ഀ $4.00਍ഀ Total Calculated Fees >਍ഀ $67.94਍ഀ Plan Check-------------------->਍ഀ $25.19਍ഀ Use Tax Fee >਍ഀ $0.00਍ഀ Additional Fees----------------------->਍ഀ $0.00਍ഀ Add'I Plan Check Hours-਍ഀ $0.00਍ഀ Restuarant Plan Review----->਍ഀ $0.00਍ഀ TOTAL PERMIT FEES-------------->਍ഀ $67.94਍ഀ Investigation----------------->਍ഀ $0.00਍ഀ Recreation Fee----------------->਍ഀ $0.00਍ഀ Payments >਍ഀ $67.94਍ഀ Total Calculated Fees-------->਍ഀ $67.94਍ഀ 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 PECTION S BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM਍ഀ 8:00 AM - 4:00 P਍ഀ 2~਍ഀ gna O ner r Contractor 1 r ate਍ഀ ri r 1 r X15 c) r'1਍ഀ r 2਍ഀ me U਍ഀ bld_alt_construction_perm it_041908਍ഀ APPROVALS਍ഀ Permit B08-0228 as of 07-22-2008 Status: ISSUED਍ഀ Item: 05100 BUILDING DEPARTMENT਍ഀ 07/21/2008 cgunion Action: COND਍ഀ Item: 05400 PLANNING DEPARTMENT਍ഀ 07/09/2008 Warren Action: AP਍ഀ See the Conditions section of this Document for any that may apply.਍ഀ bld_alt construction_permit_041908਍ഀ CONDITIONS OF APPROVAL਍ഀ Permit B08-0228 as of 07-22-2008 Status: ISSUED਍ഀ Cond: 12਍ഀ (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE਍ഀ COMPLIANCE.਍ഀ Cond: CON0010177਍ഀ DECK SHALL NOT BE LOCATED CLOSER THAN T FROM A LOT LINE਍ഀ bld_alt_construction_perm it_041908਍ഀ TOWN OF VAIL, COLORADO Statement਍ഀ Statement Number: R080001227 Amount: $67.94 07/22/200803:15 PM਍ഀ Payment Method: Check Init: DDG਍ഀ Notation: Gregg Johnson਍ഀ ਍ഀ Permit No: B08-0228 Type: ADD/ALT SFR BUILD PERMIT਍ഀ Parcel No: 2103-142-0100-5਍ഀ Site Address: 2566 CORTINA LN VAIL਍ഀ Location:਍ഀ Total Fees: $67.94਍ഀ This Payment: $67.94 Total ALL Pmts: $67.94਍ഀ Balance: $0.00਍ഀ ACCOUNT ITEM LIST:਍ഀ Account Code Description Current Pmts਍ഀ ਍ഀ BP 00100003111100 BUILDING PERMIT FEES 38.75਍ഀ PF 00100003112300 PLAN CHECK FEES 25.19਍ഀ WC 00100003112800 WILL CALL INSPECTION FEE 4.00਍ഀ ਍ഀ u਍ഀ q-7਍ഀ APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNE਍ഀ Project ".%it: U b b(3 ~਍ഀ Town of Vail Building Permit#: $Og-. (i22rd਍ഀ 970-479-2149 (Inspections)਍ഀ M*Wv਍ഀ 75 S. Frontage Rd. (0i"FROCE ("PhOPY਍ഀ Vail, Colorado 81657਍ഀ TOWN OF VAIL BUILDING PERMIT APPLICATION਍ഀ Separate Permits are required for electrical, plumbing, mechanical, etc.!਍ഀ CONTRACTOR INFORMATION਍ഀ General Contractor: Town of Vail Re=No.: Contact Person and Phone #'s:਍ഀ 13 1 ~.~6 r e c -'J s d, ✓7C y76 ~/3'਍ഀ Email address: re- c ; b 'L) 4, s, , A c ; ! C j Fax਍ഀ Contractor Signature:਍ഀ '11 A v~਍ഀ COMPLETE VALUATIONS FOR RUILDING PERMIT (Labor & Materials)਍ഀ BUILDING: $਍ഀ ELECTRICAL: $਍ഀ OTHER: $਍ഀ PLUMBING: $਍ഀ MECHANICAL: $਍ഀ TOTAL: $ . CV਍ഀ Fnr Parr_PI it Cnntart FaeAn County dccE±csnr_c OffirP at 970-328-8640 or visit www-eagle-countv.com਍ഀ Parcel #਍ഀ 10-b਍ഀ `5਍ഀ Name:਍ഀ Job Address:਍ഀ Legal Description Lot: Block: 7 Filing:਍ഀ LSubdivision: yk,਍ഀ Owners Name: Address: 4਍ഀ 5 C.a L਍ഀ Phon਍ഀ d ss:਍ഀ Archit t/Dosign~:਍ഀ `਍ഀ 14਍ഀ I਍ഀ Phone-਍ഀ F਍ഀ ~~'e3(2(਍ഀ L4਍ഀ Engin f~-ECt! 2 . Ad sZ਍ഀ 7਍ഀ Detailed description of wo਍ഀ rk: nn /਍ഀ 44j~L-਍ഀ Work Class: New( ) Addition( ) Remodel ke,) Repair ( ) Demo( ) Other ( )਍ഀ Work Type: Interior ( ) Exterior fyj Both ( L਍ഀ ~Lj Does an EHU exist at this location: Yes( ) No (64਍ഀ Type of Bldg.: Single-family ) Two-family ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( )਍ഀ No. of Existing Dwelling Units in this building: (਍ഀ No. of Accommodation Units in this building:਍ഀ No/Type of Fireplaces Existin : Gas Appliances਍ഀ 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 ( T-11਍ഀ FOR OFFICE USE ONL਍ഀ Date eceived:਍ഀ Received By:਍ഀ F:\cdev\FORMS\Permits\Building\building-permit_4-17-2007. DOC਍ഀ D Ln V L-_' U \YJ 1.;਍ഀ n JUL 0 9 2006 .਍ഀ TOWN OF VAIL਍ഀ Page 1 of 7 04/17/2007਍ഀ 4 1 O਍ഀ a਍ഀ ~i਍ഀ l`U਍ഀ \ L਍ഀ L਍ഀ L਍ഀ A.਍ഀ i਍ഀ 1.1J਍ഀ 0਍ഀ Q t/~਍ഀ 'v਍ഀ I,਍ഀ lU o-਍ഀ 7਍ഀ IIQ਍ഀ J਍ഀ L~ I਍ഀ V l ~ L਍ഀ r਍ഀ J਍ഀ d਍ഀ Z'I o?਍ഀ 110-1 b਍ഀ 111 -1 1~਍ഀ 4਍ഀ i਍ഀ 9਍ഀ .r਍ഀ -J਍ഀ JUL 09 200਍ഀ TOWN OF VAIL਍ഀ Monroe & Newell਍ഀ Engineers, Inc.਍ഀ Structural Engineers਍ഀ Vail • Denver • Frisco਍ഀ STRUCTURAL PLANS਍ഀ AND GENERAL NOTES਍ഀ FOR਍ഀ DECK FRAMING਍ഀ AT਍ഀ 2566 CORTINA LANE਍ഀ Wag,਍ഀ VAIL, COLORADO਍ഀ M&N #7442਍ഀ Date:਍ഀ August 30, 2007਍ഀ Town of Vail਍ഀ Prepared By: FIELD਍ഀ Monroe & Newell Engineers, Inc. C ® p Y਍ഀ PO Box 1597਍ഀ Avon, CO 81620਍ഀ A 2007 Platinum Corporate Sponsor of਍ഀ Colorado਍ഀ A Component of The American Institute of Architects਍ഀ 1਍ഀ 09/26/2007 14:33 9709494054 MONROE & NEWELL PAGE 02਍ഀ A Monroe & Newell਍ഀ of਍ഀ Engtneers. Inc. sHEET NO.਍ഀ MCUL 1TED BY - GATE਍ഀ CHECKED BY DATE਍ഀ K:+tic਍ഀ i I i ! i i E ; I i 1਍ഀ :਍ഀ 1਍ഀ !਍ഀ i 1 I I ; 1 ' ' I਍ഀ :਍ഀ i i਍ഀ I਍ഀ I਍ഀ '਍ഀ .਍ഀ i਍ഀ ਍ഀ :਍ഀ :਍ഀ i਍ഀ . ! I਍ഀ _ _ `i •r~.~_.__..._਍ഀ r '਍ഀ ....._1........._........._...'.....__..਍ഀ 1਍ഀ S I਍ഀ _...._i......___:_._.._..~. _ _..__L.._....__਍ഀ .਍ഀ i਍ഀ _ ~E~._.~ v~ ~'1__.਍ഀ :਍ഀ ;਍ഀ .਍ഀ :਍ഀ i਍ഀ t਍ഀ ; 1 { ~ 4 ~ _i_ - IA I I ; I਍ഀ t 1 ' I - jj/.y 1 "1111 I ' lip਍ഀ _ _ _ 4.਍ഀ T._.._਍ഀ T.._._.._«._.._. ._._..j.._ .....I...਍ഀ i਍ഀ ਍ഀ 1 ; 1 1 I਍ഀ 3਍ഀ 2566 CORTINA LANE DECK FRAMING਍ഀ #7442਍ഀ AUGUST 21, 2007਍ഀ GENERAL NOTES਍ഀ LIVE LOADS USED IN DESIGN:਍ഀ A. EXTERIOR DECK਍ഀ B. WIND਍ഀ 3 SECOND GUST਍ഀ FASTEST MILE਍ഀ EXPOSURE਍ഀ C. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE.਍ഀ 100 PSF਍ഀ 100 MPH਍ഀ 90 MPH਍ഀ B਍ഀ D. CODE USED IN DESIGN: INTERNATIONAL BUILDING CODE, 2003 EDITION.਍ഀ TESTING, INSPECTIONS AND OBSERVATIONS:਍ഀ A. THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION.਍ഀ STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE਍ഀ CONSTRUCTION; SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED਍ഀ INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS "SPECIAL਍ഀ INSPECTIONS" AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL਍ഀ BUILDING CODE.਍ഀ B. THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS਍ഀ SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL.਍ഀ SOIL PREPARATION਍ഀ a. EARTHWORK EXCAVATION, PLACEMENT AND COMPACTION OF FILL਍ഀ AND IN-PLACE DRY DENSITY OF THE COMPACTED FILL FOR਍ഀ CONFORMANCE WITH THE APPROVED REPORT.਍ഀ 2. CONCRETE CONSTRUCTION਍ഀ 3.਍ഀ a. PERIODIC INSPECTION OF REINFORCING STEEL.਍ഀ b. PERIODIC VERIFICATION OF USE OF REQUIRED DESIGN MIX.਍ഀ C. CONTINUOUS INSPECTION AT THE TIME FRESH CONCRETE IS SAMPLED਍ഀ TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND਍ഀ AIR CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE਍ഀ CONCRETE.਍ഀ d. CONTINUOUS INSPECTION OF CONCRETE PLACEMENT FOR PROPER਍ഀ APPLICATION TECHNIQUES.਍ഀ e. PERIODIC INSPECTION FOR MAINTENANCE OF SPECIFIED CURINTbWn of Vail਍ഀ TEMPERATURE AND TECHNIQUES. Fl Fk0਍ഀ FOUNDATIONS਍ഀ A. THE ALLOWABLE SOIL BEARING PRESSURE ASSUMED IN DESIGN IS 2000 PSF. El I , \਍ഀ CONTRACTOR SHALL RETAIN A LICENSED SOILS ENGINEER TO INSPECT THE਍ഀ FOUNDATION EXCAVATION. SOILS ENGINEER SHALL VERIFY IN WRITING THE ACTUAL਍ഀ SOILS CAPACITY IS EQUAL TO OR GREATER THAN ASSUMED.਍ഀ B. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING਍ഀ ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY਍ഀ CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS਍ഀ SHALL BE A MINIMUM OF 48" BELOW EXTERIOR GRADE.਍ഀ C. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR਍ഀ PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER. BACKFILL਍ഀ SHALL BE COMPACTED TO 95% (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM਍ഀ D1557 UNLESS OTHERWISE RECOMMENDED RECOMPACT WITH APPROVED FILL (RETSOI~TS ARE਍ഀ ENCOUNTERED REMOVE SOIL AND਍ഀ REPORT FOR DESCRIPTION OF BEARING SOIL).਍ഀ D. CENTER ALL FOOTINGS UNDER COLUMNS UNLESS NOTED OTHERWISE ON PLANS.਍ഀ E. CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENSITY TESTS ON COMPACTED਍ഀ FILL UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE.਍ഀ HAT CONDITIONS MAY਍ഀ F. NOTIFY SOILS ENGINEER TO PLACEMENT OF AONYI FILL OR CONCRETE.਍ഀ BE INSPECTED PRIOR਍ഀ G. FOR SOIL DRAINAGE REQUIREMENTS REFER TO SOILS REPORT AND CIVIL DRAWINGS.਍ഀ G. CONCRETE਍ഀ A. ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE 1/II PORTLAND CEMENT,਍ഀ STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS:਍ഀ CONCRETE ITEM F'C MIX TYPE MAX WIC RATIO % AIR REQ.਍ഀ FOOTINGS AND PIERS 3000 psi STD਍ഀ B. FOOTINGS AND PIERS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE.਍ഀ C. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE਍ഀ WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE. USE਍ഀ STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE. ALL EXPOSED EDGES OF਍ഀ CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER.਍ഀ 5. REINFORCEMENT਍ഀ A. ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM਍ഀ A615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH SHALL BE਍ഀ DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A706 GRADE T60.਍ഀ own of Vail਍ഀ B. REINFORCEMENT PROTECTION UNLESS NOTED OTHERWISE:'E਍ഀ 1. CONCRETE POURED AGAINST EARTH ni_਍ഀ 2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH)਍ഀ 3. COLUMNS (TIE BARS) 1-1/2" u਍ഀ C਍ഀ REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH਍ഀ SECTIONS 7.5, 7.6 AND 7.7 OF ACI 318, LATEST EDITION. Joe਍ഀ D. NO SPLICES OF REINFORCEMENT SHALL BE MADE.਍ഀ 2਍ഀ NON-SHRINK GROUT਍ഀ A. NON-SHRINK GROUT SHALL BE PROVIDED:਍ഀ 1. BETWEEN COLUMN BASES AND CONCRETE SUPPORTS.਍ഀ 2. GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH਍ഀ OF 6000 PSI PRIOR TO ADDING BUILDING LOADS ABOVE.਍ഀ WOOD਍ഀ A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY਍ഀ WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL਍ഀ BUILDING CODE AS FOLLOWS:਍ഀ 2" THICK - 4" TO 6" WIDE (WALL STUD ONLY) STUD Fb = 700 PSI਍ഀ 2" TO 4" THICK - 6" AND WIDER NO. 2 Fb = 900 PSI਍ഀ 5" THICK - 5" AND WIDER NO. 1 Fb = 1350 PSI਍ഀ NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR਍ഀ TO ALLOWABLE STRESS INCREASES.਍ഀ B. WHEN PRESERVATIVE TREATED LUMBER IS REQUIRED BY CODE ALL CONNECTIONS AND਍ഀ NAILING SHALL BE ADEQUATELY GALVANIZED (DOUBLEDIPPED OR BETTER).਍ഀ C. TREATED SILL PLATE LUMBER MAY BE HEM-FIR, STRUCTURAL #1 GRADE.਍ഀ D. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE਍ഀ TABLE 2304-9.1 UNLESS NOTED OTHERWISE.਍ഀ NON-STRUCTURAL ELEMENTS਍ഀ A. FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET਍ഀ ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE਍ഀ ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED਍ഀ UNRESTRAINED UNLESS NOTED OTHERWISE.਍ഀ 9. GENERAL਍ഀ A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS.਍ഀ B. PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL AND WOOD EXPOSED TO EARTH.਍ഀ C. WATERPROOFING, ETC., SHALL BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS AND਍ഀ AS INDICATED IN THE SPECIFICATIONS. Town D. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FI p of Vail਍ഀ ARCHITECTURAL DRAWINGS.਍ഀ ਍ഀ E. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITI csuj਍ഀ FARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER.਍ഀ _.i਍ഀ 04-20-2009 Inspection Request Reporting Page 4਍ഀ 4:07 pm Vail, CO - City Of਍ഀ Requested Inspect Date: Tuesday, April 21, 2009਍ഀ Inspection Area: JRM਍ഀ Site Address: 2566 CORTINA LN VAIL਍ഀ A/P/D Information਍ഀ Activity: B08-0228 Type: A-BUILD Sub Type: ASFR Status: ISSUED਍ഀ Const Type: Occupancy:ER Use: IRC Insp Area: JRM਍ഀ Owner: JOHNSON, GREGG B. & BEVLY J. -JT਍ഀ Contractor: JOHNSON, GREGG Phone: (970) 476-4333਍ഀ Description: DECK REPLACEMENT TO MATCH PARTIAL NEW DECK ON SITE.਍ഀ Requested Inspe਍ഀ Item:਍ഀ Requestor:਍ഀ Comments:਍ഀ Assigned To:਍ഀ Action:਍ഀ ction s਍ഀ 534 PLAN -FINAL C/O਍ഀ 308 440 N485REGG਍ഀ BGIBSON਍ഀ Time Exp਍ഀ Requested Time: 08:00 AM਍ഀ Phone: (970) 476-4333਍ഀ Entered By: JMONDRAGON K਍ഀ Assigned To: JMONDR਍ഀ p rV਍ഀ Item: 10 BLDG-FOOTING਍ഀ Item: 20 BLDG-Foundation/Steel਍ഀ Item: 30 BLDG-Framing਍ഀ Item: 533 PLAN-TEMP. C/O਍ഀ Item: 535 DIA - 30 DAY REMINDER਍ഀ Item: 536 DIA - SITE/LANDSCAPING਍ഀ Item: 534 PLAN -FINAL C/O਍ഀ Item: 90 BLDG-Final਍ഀ Item: 90 BLDG-Final਍ഀ Requestor: JOHNSON GREG਍ഀ Comments: 308-440-785਍ഀ _ Action: Time Exp:਍ഀ Ins ection Histo਍ഀ REPT131਍ഀ Requested Time: 08:30 AM਍ഀ Phone: (970) 476-4333਍ഀ Entered By: JMONDRAGON K਍ഀ i਍ഀ i਍ഀ Run Id: 9573਍ഀ