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HomeMy WebLinkAboutApplication- Permit1 Protect Address Garfield County Building & Planning Department 108 8th Street Suite 401 Glenwood Springs, CO 81601 - Phone: (970)945-8212 Fax: (970)384-3470 Parcel No. Issue Date: 12/30/2011 Expires: 12/30/2011 Subdivision Section Township Range 51000 Two Rivers Plaza RD 6-89 SEC 4, CO 218504400005 Owner Information Address Phone Cell Glenwood Caverns Inc. 51000 Riovers Plaza RD Glenwood Springs CO 81601- 51000 Riovers Plaza RD Glenwood Springs CO 81601- Contractor(s) Phone Primary Contractor Proposed Construction / Details Concrete retaining wall -site grading FEES DUE Fee Commercial Building Fee Plan Check Fee Total: Amount $111.25 $72.31 $183.56 Valuation: $ 5,000.00 Total Sq Feet: 0 FEES PAID Inv Total Paytype Amt Paid Amt Due Inv # BLCO-12-11-21591 $ 183.56 Check # 4425 $183.56 $ 0.00 Required Inspections: For Inspections call : 1(888)868-5306 nspection IVR See Permit Record Building Department Copy Friday, December 30, 2011 2 bY ce.c�.�=��@.c�� RECEIVFO 4 c i- tt.lci zre 7-i 0.7 108 8°i Street, Suite 401, Glemvood Sprigs, CO 81601 Ph: 970-945-8212 Fx:970-384-3440 Inspection Line:888-868-5306 wHw.garfield-county.com BUILDING PERMIT APPLICATION -A• GARFIELD COUNTY BUILDING & PLANNING 1 Parcel No: (tris information is mailable at the assessors office 970-945-9134) R. 1 356 441 00306- Lot No: Block No: Subd,/ Exemption: 2 Job Address: (if an address has not been assigned 5/ono 7100 )0veys please provide CR, H)VY or Street Name & City) or and ega descriplion Fla :FG_ O )6/J4pis4 Bleb/ 3 Own r: (property o n r) CIPyjr> &UQYfs Mailing Address: S DvJ /1c vis Ph. V Alt Ph: 4 Contractor: Ox YeY Mailing Address:. .5p0 lob /-1dOless Ph: Alt Ph: 5 Manufactured home installer: Mailing Address: Ph: Lic #: 6 Architect: Mailing Address: Ph: Alt Ph: 7 Eng�neer• t�• U W f�7; w OM r �/MailinAddress;W - Coo v- r/Q..5r& (.4i P alb --) "Z Height: Alt Ph• 1379-8-762_ No. of Floors: 8 Sq. Ft. of Building: _23 q. Ft, or Acres of Lot: 9 Use of Building: NO gujfj I'll Q DResidential CommercV Other Class of Work: few ❑Alteration ❑Addition ❑Repair ❑Demo ❑Move 10 Describe Work: �0 aY.t� e I A / q cn (� 11 At Garage: ❑AtfacheDetached Septic: D' ❑iSOo] unity Tyo eat: 4 ❑Nat. Gas DPropane ❑Electric ❑Other 12 Driveway Permit: Oe rs valuation of Wor 5,F NOTICE Authorih. This application for a Building Permit must be signed by the Owner of the property, described above, or an authorized agent. If the signature below is not that of the Owner, a separate letter of authority, signed by the Owner, must be provided with this Application. Leval Access. A Building Permit cannot be issued without proof of legal and adequate access to the property for purposes of inspections by the Building Department. Other Perntits. Multiple separate permits may be required: (1) State Electrical Permit, (2) County ISDS Permit, (3) another permit required for use on the property identified above, eg. Stale or • County 1liglwvaylRoad Access or a State Wastewater Discharge Permit. Void Permit. A Building Permit becomes null and void if the work authorized is not commenced within 180 days of the date of issuance and if work is suspended or abandoned for a period of 180 days after commencement. CERTIFICATION 1 hereby certify that I bare read this Application and that the information contained above is we and correct. 1 understand that the Building Department accepts the Application, along with the plans and specifications and other data submitted by ma or on my behalf(submittals), based upon my certification as to accuracy. Assuming completeness of the submittals and approval of this Application, a Building Permit will be issued granting permission to me, as Owner, to construct the structure(s) and facilities detailed on the submittals reviewed by the Building Department in consideration of the issuance of the Building Permit, i agree that I and my agents will comply with provisions of any federal, state or local law regulating the work and the Garfield County Building Coda, ISDS regulations and applicable land use regulations (County Regulation(s)). 1 acknowledge that the Building Permit may be suspended or revoked, upon notice from the County, tithe location, construction or use of the structure(s) and faeitity(ies), described above, are not in compliance with County Regulation(s) or any other applicable law. I hereby grant permission to the Building Department to enter the property, described above, to inspect the work. I further acknowledge That the issuance of the Building Permit does not prevent the Building Official from: (1) requiring the correction of errors in the submittals, if any, discovered after issuance; or (2) stopping construction or use of the structure(s) or facility(ies) if such is in violation of County Regulation(s) or any other applicable law. Review of this Application, including submittals, and inspections of the work by the Building Department do not constitute an acceptance ofresponsibility or liability by the County of errors, omissions or discrepancies. As the Owner,1 acknowledge that responsibility for compliance with federal, state and local laws and County Regulations rest with me and my authorized agents, including without limitation my architect designer, engineer . ., 'Ider. 1HEREBY ACKNOWLEDGET .`-VEREAD AANL) UNDERSTAND TI-IENOTICE & CERTIFICATION ABOVE: ' /OP' IZlicti it OWN RS SIGNATURE DA'L'E Q W'4/L 4 /g STAFF USE ONLY /Special Conditions: ,djusted Yalu tlpn: '5000. ' Plan Check Fcc: 7Z. 3 / Permit Fee: /// 05- Menu home Fee: Mise Fees: ,____— Total Fees: /83 $ Fees paid: i8 . 5(-)C Balance Due: BP No & Issue Date: 1SDS No & Issued Date: -424 Setbacks: N 4- OCC Group.Const f r Type: � Zoning: i` I , :7 / /ft _ // / P t�� � /4/2 ..74 rGD (do DATE AP' OVAL APPROVAL DATE Building Plan Review Description of Work: Concrete retaining wall -site grading, Bin #: Location Address: 51000 Two Rivers Plaza RD 6-89 SEC 4, CO General Information Contacts Case Manager: David Bartholomew Plan Case Number: BLDG -12-11-7098 Parcel: 218504400005 Application Date: 12/20/2011 Owner: Applicant: Applicant Phone: Email: Building Engineered Foundation Driveway Permit Surveyed Site Plan Septic Permit and Setbacks Grade/Topography 30% Attach Residential Plan Review List Minimum Application Questionnare Subdivision Plat Notes N/,4. Fire Department Review Valuation Determination/Fees Red Line Plans/Stamps/Sticker Attach Conditions pplication Signed Plan Reviewer To Sign Application Parcel/Schedule No. 40# Snowload Letter - Manu. Homes N/A Soils Report Planning/Zoning Property Line Setbacks 30ft Stream Setbacks Flood Plain Building height Toning Sign -off Road Impact Fees N/A Ajfr HOA/DRC Approval Grade/Topography 40% Planning Issues Subdivision Plat General Comments: submi6d> Thursday, December 22, 2011 J .RE 111.44P JAN:f9?fl2 GARP IELD COUNTY BUILDING & PLANNING BUILDING & PLANNING DEPARTMENT Building Plan Submittal New application Revisions requested by Plans Examiner Information/Corrections requested by Inspector Revisions to approved plans. Building Permit # Owners Name: Contact Information (tett_.,--e./.4_,D-z)4 . 5 Job Address: O b c) 1.0 7 !4- Q Qt Phone: -5N °` Cell: 97D - 7/9 L E-mail: Permit Number (if applicable): 3LQD aha► 108 Eighth Street, Suite 401 • Glenwood Springs, CO 81601 (970) 945-8212 • (970) 285-7972 • Fax: (970) 384-3470 Receipt Garfield County 108 8th Street Suite 401 Glenwood Springs, CO 81601 - Phone: (970)945-8212 Fax: (970)384-3470 'Return to: Garfield County 108 8th Street Suite 401 Glenwood Springs, CO 81601 - Owner's Information ,co Invoice Number: BLCO-12-11-21591 Invoice Date: December 20, 2011 Permit Number: BLCO-12-11-2321 Bond Number: Comments: Date Fee Name Fee Type Fee Amount 12/20/2011 Commercial Building Fee 12/20/2011 Plan Check Fee Adjustable Percentage $111.25 $72.31 Total Fees Due: $183.56 Payments Date Pay Type 12/20/2011 Check Check Number Amount Paid 4425 $183.56 Change $0.00 Total Paid: $183.56 BOUNDARIES UNLIMITED°INC. 823 BLAKE AVENO SUITE 102:'. GLENWOOD.SPRIN,GS CO 81601;'. 970-8$5=,8252 , Total Due: $0.00 I %BANI(OFLO CORADO WESTERN SLOPE -(870) 845 7422 P.O.`BOX 5 0 STH AND GRAND.`. GLENW000 SPRINGS CO 81602; PAY TO THE ORDER OF DOLLARS {�jt_Cfl a 3 FORaeduseidadi - te airvi cd gp-er % 11'0044 25u■ is 10 700 24481:26 30(11. P;u Pun Permit Card Garfield County Building and Planning Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Phone: (970)945-8212 Fax: (970)384-3470 POST ON SITE Permit NO. BLCO-12-11-2321 Permit Type: Commercial Building Work Classification: New Issue Date: 12/30/2011 Expires: 0 U01/2999 AGREEMENT In consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structured for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building department and IMMEDIATELY BECOME NULL AND VOID. Commercial Building Parcel #:218504400005 Owner's Name: Job Address: 51000 Two Rivers Plaza RD 6-89 SEC 4, CO Owner's Phone: Total Square Feet: 0 Contractors) Phone Primary Contractor Work Description: Inspection Scheduling Code Inspection IVR Comments Pass Date FIRE DISTRICT INSPECTIONS (PLEASE CALL FIRE DISTRICT) Footers 105 /V/4 Foundation Walls 110 OA 117174- -2 _/e'_ of Framing 115 Drywall 120 Final 125• 7-4 Misc 135 Insulation 160 Grout 175 Mechanical 405 UG Plumbing 605 Rough Plumbing 610 Gas 620 ADDITIONAL INSPECTIONS MAY BE REQUIRED POST THIS IN CONSPICUOUS PLACE WHEN CONSTRUCTION IS STARTED For Inspections Call: 1-888-868-5306 UP SEE SECTION CONCRETE AND REINFORCING STEEL: 1. ALL CONCRETE SHALL USE TYPE II CEMENT. ALL CONCRETE SHALL BE AIR ENTRAINED WITH AN AIR CONTENT OF 4%, ± 2%, AND SHALL ATTAIN A MINIMUM OF 4000 PSI COMPRESSIVE STRENGTH WITHIN 28 DAYS. 2. PERFORM ALL CAST IN PLACE CONCRETE WORK IN ACCORDANCE WITH "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301-84, UNLESS NOTED OTHERWISE. PROVIDE COLD OR HOT WEATHER PROTECTION PER ACI 305 AND 306. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A615, AND SHALL ALL BE GRADE 60 MIN. 4. HAND RAILING SHALL BE INSTALLED PER CODE. / / / / FLAT 1%t 11(TYP.) — \ UP FLAT UP 8'-0" IIII 1% t FLAT (TYP.) /11110/rMAI12//MAWAiO/a////!01//!/S////O//////OQ/////////AWAI'' 1 //� APACO MAOF4////////I�W/1®. UP LANDING 7'-6" MAX. (TBD IN FIELD) 8' 8'3% GRADE 18'-30'± TOP VIEW NO SCALE LANDING 5'-0" 8.3% GRADE WALL 30' SIDE VIEW NO SCALE 30' "00 r xk • EXISTING SLAB (2) 45'S @ TOP & BOTTO OF WALL 1-1/2" DIA. PVC DRAIN PIPE @4' OC BEDROCK SURFACE 8't vt 6" SLAB • . • 12" LONG DOWELLS, #4 .@.16" OC BACKFILL WITH FREE LFREE DRAINING DRAINING SAND OR SAND OR GRAVE. GRAVEL, OR OPTIONAL NATIVE BACKFILL COMPACTED TO 95% • STANDARD DENSITY (R) SEE CHART #4 @ 24" OC HORIZ. 61-777. is • • • %/., /i 24" DEEP REBAR DRILLED & EPDXYED INTO BEDROCK, DRILLED HOLE TO BE APPROX. B" DIA. LARGER THAN REBAR (T) EE CHART EXISTING GROUND SURFACE WALL HEIGHT VERT. BAR SIZE VERT. BAR SPACE WALL THKNESS H R 10" T 7'-1" TO 8'-0" #5 12" 10" 6'-1" TO 7'-0" #5 16" 10° 4'-1" TO 6'-0" #4 12" 8" UP TO 4'-0" #4 18" 8" RETAINING WALL, SECTION WITH EMBEDDED REBAR INTO BEDROCK NO SCALE APPRO VESitiOP & BOTTO SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIELD COUNTY BUILD NG DEP I T Date/ 23 Z By LD COPY NO INSPECTION WITHOUT THESE PLANS ON SITE etn tiro r r CONCRETE FOOTING MAY 1-112" DIA. PVC DRAI BE FORMED AGAINST PIPE @ 4' OC EXCAVATED BEDROCK BEDROCK SURFACE • A A 8't 6" SLAB • N • • 1- • • .1 • 8" 12" LONG DOWELLS, #4 @16"OC BA` CKFILL WITH FREE FREE DRAINING ( DRAINING SAND OR • SAND OR GRAVE GRAVEL, OR OPTIONAL NATIVE BACKFILL COMPACTED TO 95%" STANDARD DENSITY #4'S@12"OC VERT. #4@24"OCHORIZ. �i • // • • (2) #5'S HORIZ.-� % 2" CLEARANCE, TYP! (4) #5'S HORIZ. EXISTING GROUND SURFACE H A 0 6'-1" TO 6'-8" 1'•11" 10" 5'-1" TO 6'-0" 1'-5° 10" 4.-4"1-0 5-0" 1-5" 8" UP TO 4'-0" 1'-2" 6' RETAINING WALL, TYPICAL SECTION WITH FOOTING NO SCALE Civil Engineering % Surveying & Beyond 'f. d Inc. 923 Cooper Avenue Suite 201 Glenwood Springs, CO 81601 tele: 970.945.5252 fax: 970.384.2833 Client Information: GCAP 5100 TwoRivers Plaza Rd Glenwood Spgs, 81601 RETAINING WALL GLENWOOD CAVERNS ADVENTURE PARK CO 0 m IY 0 Z PROJECT NO. 11019 FILE NAME: ConcAccessI1mF Designer: Drafter: Date: 1119112 Sheet uP FLAT UP ///////////// //////////// /////i i SEE SECTION ////// , ///, 01/- 6'-6" 8' ©e - TOP VIEW NO SCA! 0r- 10.5% GRADE Se€ 17/41/- /:t4c-trlm.,eA Fo. Zod rec A/7/-.3 r?• u//e Y `?IiclrA't 15 ¢6-$(ge }ecior► gefaired per scr/bot At1'1,) -03 Je ans yoS:B, 1/47379 A saf: WALL 3y`014Ax {ge„iA1'7dlnq pryo�5.6 EXISTING SLAB 62' Fey 445 i k1)?.1--03 Seri(- 110,5 CONCRETE AND REINFORCING STEEL: ©K SIDE VIEW NO SCALE r i•5/ 1. ALL CONCRETE SHALL USE TYPE II CEMENT. ALL CONCRETE SHALL BE AIR ENTRAINED WITH AN AIR CONTENT OF 4%, ± 2%, AND SHALL ATTAIN A MINIMUM OF 4000 PSI COMPRESSIVE STRENGTH WITHIN 28 DAYS. 2. PERFORM ALL CAST IN PLACE CONCRETE WORK IN ACCORDANCE WITH "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301-84, UNLESS NOTED OTHERWISE. PROVIDE COLD OR HOT WEATHER PROTECTION PER ACI 305 AND 306. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A615, AND SHALL ALL BE GRADE 60 MIN. r--00+1 07 ; wall, /N0( 6A/1/1 1145/ye t704s Jev. Al( ow* 5 )41 coneki ,.x/11 _ zoa? .r - /f440? r441 200q nos/ ,f,,'/7./ —0 3 A, kya t -ed CONCRETE FOOTING MAY BE FORMED AGAINST EXCAVATED BEDROCK BEDROCK SURFACE /,\\%,..//; (2) #5'S 0 TOP & BOTTOM OF WALL 1-1/2" DIA. PVC DRAIN PIPE 0 4' OC (2) j{5'S HORIZ. — 2" CLEARANCE, TYP. See peii15'ed PIAT Ply Mr41 ed i /2M� of j7l/n 8' APPROVED SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIELD COUNTY BUILDING EPAIt;, '►_. 'I Date/ / By F LD COPY NO INSPECTION WITHOUT THESE PLANS ON SITE of page 6" SLAB • •r .� 12" LONG DOWELLS, I #4616OC BACKFILL WITH FREE FREE DRAINING DRAINING SAND OR SAND OR GRAVEL, OR OPTIONAL GRAVEL NATIVE BACKFILL COMPACTED TO 95% STANDARD DENSITY #4'S © 12" OC VERT. #4 © 24" OC HORIZ. �. c RETAINING WALL, TYPICAL SECTION NO SCALE EXISTING GROUND SURFACE H A B C 6'-1" TO 6'-8" 1'-11" 10" 12" 5'-1" TO 6'-0" 1.-8" 10" 8" 4'-1" TO 5'-0" 1'-5" 8" 8" UP TO 4'-0" 1'-2" 6" 8" �.r X17 Civil Engineering Surveying & Beyond c d Inc 923 Cooper Avenue Suite 201 Glenwood Springs, CO 81601 tele: 970.945.5252 fax: 970.384.2833 Client Information: GCAP 5100 TwoRivers Plaza Rd Glenwood Spgs, 81601 c N 0 z PRO, 1101. FILE COOL Desk prof] Dote 12 19 BLCU-12-11-2321 RETAINING WALL ENWOOD CAVERNS ADVENTURE PARK N7 C_ CO CL7 0 RETAINING WALL EXISTING C/ VERNS PORT/LS