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Home My WebLink AboutApplication- Permitf + • r Job Address GARFIELD COUNTY BUILDING, SANITATION, and PLANNING DEPARTMENT 109 8th, Street, Suite 303 Glenwood Springs, CO 81601(970) 945-8212 Nature of Work Build ' Permit Use of Building S reSti J Owner Contractor Amount of Permits z pla4e,t\ath_J. 1,z(o.p-Cerrht: Str)2._.cc sepl--ic Coerni;1-0,-) CO,(Y) Date Clerk OS co f f sGARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO TELEIONE: (970) 945-8212 t Applicant to complete numbered spaces only. INSPECTION LINE: (970) 945-9159 PERMIT NO. PARCEL/SCHEDULE NO. JOB ADDRESS: /O' -q 3 iiAebi Yk..9P, 3A. G.5 Cx. d t `00 �1 LOT NO. BLOCK NO. = a. ON j / ! lf� 2 OWNER I IM LA 02 E. i ►l1 CaP ADDRESS(.c qt VOW ih1'5Ak VIIP _ 70 IL 3 CONTRACTOR657. L�uo1 j ��?S r �DDRE"'gtLt A Uf Colevtwo P N —' T.IC.Ng?0,58 4 ADDRESS / (• PH .,�S8p } ! ✓✓ aI LIC NO: ARC4D'IECT/FNOINEER I % 5 �y SQ Ft. OF Bt7 h Q 2 5 `0 .��/ SQ FT OF LOT Serc � s -r p �� 0 I.IOHF f rV ^L7JIV (T No. OF FLOORS tj PLS 6 USE OF BUILDING ge...5 f A el,..)f-r�,jAL. 7 DESCRIBE WORK A)w a c ,' e - O CIMS OF WORK: OADDTTION 4ALTERATION oMOVE aRENIOVE - 9 GARAGE owNCSA aDOUB[Y CARPORT: DSINSRE aDOUBLR 10 oDRIVEWAY PERMITJIIDN RITE SEWAGE DISPOSAL (SEPTIC) oAJTE PLAN vntvnTION of+PORx: s / G�_r/ U ADJUSTED VALUATIONS 9 // 12/3U QUI 0 0 SPECIAL CONDmONE� NOTICE A SEPARATE ELECTRICAL. PERMIT IS REQTJIRF.D AND MUST BE ISSUED BY THE STATE OF CULORADO, THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK 15 COMMENCED. I HEREBY CERTIFY THAT I HAVE READ ANI) EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITTi WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW ' GULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION / / PLAN CIIECI� FEE: /J ) ^ J.[ %9 iL�/Tj I °S V ' "1 Y ..B.BBB.B. PERMIT F,74 Q- .r} �} L_ • / D g • a . TOTAL FEE: DATE PERMIT ISSUED: 33 / a . 7 / OCC: GROUP: /i 3 + %a 1 VV 11 1f CONST: TYPE ---� A f/ ZONING: *ail 141 V '15. f�SE�T/B�A(CKKS' 0 / e 4 Signaista ofOwaar, Contractor of oath. - agent having read i 62, re • T ti a " e. • , .. d a ate IE: ISDS NO. FEE: Building Dept. ApprovaLDate P Oi'T"FarT 16,1 icy 3[�� PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE A' DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. AGREEMENT IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUDDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULL'T COMPLIED WITH IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE FROA; THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING 1111 CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN f` VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF AN-) RESPONSWUmES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES, THE RESPONSIBILITY FOR THESE ITEMS AND 1MPLEMENTATIO` DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER, BUILDER AND OWNER. COMMENTS ARE INTENDED TO BE C SERV TIVE AND IN SUPPOR OF THE OWNERS INTEREST. Garfolmoo3 I HF ijEB1; ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. A )0g3.L(0 ✓, 1 The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. A complete bathroom, with wash bowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all 1994 UBC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATION PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a Certificate of Occupancy for the dwelling under building permit # 5g bpcont nature 1 7/1/9y Date • POWER` EQUIPMENT COMPANY Atom mummery co. ) DENVER 303-288-6801 303-288-6809 FAX 800-883-9284 GRAND JUNCTION 303-243-0722 303-243-0726 FAX 800-898-7319 CASPER 307-577-9700 307-577-9703 FAX 800-883-9275 ALBUQUERQUE 505-344-9466 505-345-4715 FAX 800-880-2320 CEDARAPIDS • CHAMPION • EL JAY • EAGLE • EUCLID • HITACHI • HYPAC PREMIER -PEERLESS • RAMMER • VOLVO CONSTRUCTION EQUIPMENT ACCESSORY LINES BRUNNER & LAY • BUCYRUS BLADES • COLUMBIA STEEL • CUMMINS DIPACO • HELSER MACHINE PARTS • INTERTRACTOR • IRATHANE SYSTEMS KAWASAKI • LUDLOW-SAYLOR • MINNPAR • SPOKANE STEEL FOUNDRY SUPERIOR CONVEYOR PARTS • WEG ELECTRIC MOTORS • WESTERN WIRE '. 1 r CTL/THOMPSON, INC. CONSULTING GEOTECHNICAL AND MATERIALS ENGINEERS SOILS AND FOUNDATION INVESTIGATION LOTS 1, 3, 8, 9, 19, 23, 24, 26, 36, 40, 44, 45 AND 46 WESTBANK MESA DEVELOPMENT GARFIELD COUNTY, COLORADO Prepared For: Westbank Mesa Limited Partnership D.V. Development Company Inc. 620 Grand Avenue Glenwood Springs, Colorado 81601 Job No. GS -1276 June 14, 1994 234 CENTER DRIVE • GLENWOOD SPRINGS, COLORADO 81601 • (303) 945-2800 TABLE OF CONTENTS SCOPE 1 SUMMARY OF CONCLUSIONS 1 SITE CONDITIONS 2 PROPOSED CONSTRUCTION 4 SUBSURFACE CONDITIONS 5 FOUNDATIONS 5 FLOOR SLABS AND EXTERIOR CONCRETE 6 BASEMENT AND CRAWLSPACE CONSTRUCTION 7 SURFACE DRAINAGE 8 PERCOLATION TESTS 9 LIMITATIONS 10 FIGURE 1 - LOCATIONS OF TEST HOLES FIGURES 2 AND 3 - SUMMARY LOGS OF TEST HOLES FIGURES 4 THROUGH 13 - SWELL/CONSOLIDATION TEST RESULTS FIGURES 14 AND 15 - EXTERIOR FOUNDATION WALL DRAIN TABLE 1 SUMMARY OF LABORATORY TEST RESULTS APPENDIX A - PERCOLATION TEST DATA SCOPE This report presents the results of our soils and foundation investigation for thirteen (13) residential lots at the Westbank Mesa Development in Garfield County, Colorado. We explored the subsurface conditions at the lots to provide foundation recommendations for single family buildings. This report includes a description of the subsurface conditions found in our test holes, recommended foundation systems and geotechnical and construction criteria for details influenced by the subsoils, Our report was prepared from data developed during our field exploration, laboratory testing, engineering analysis and. our experience with similar conditions. A summary of our conclusions is presented below. SUMMARY OF CONCLUSIONS 1. We found approximately 6 inches of organic, sandy clays on lots 1, 3, 19, 23, 24, 36, 40 and 46. Below organic soils we founded stiff to very stiff, slightly moist, sandy clays to depths of 15 to 20 feet in borings drilled on lots 3, 9, 19, 45 and 46, The clays were underlain by medium dense to very dense, slightly moist to moist, silty to clayey sands to as deep as 25 feet on lots 1, 8, 23, 26, 36, 40 and 44. On lot 24 we found 12 feet of silty to clayey sands underlain by sandy clays. No free groundwater was found in our test holes the day of drilling. 2. We recommend founding the buildings with footings bearing on the native clays and sands. A maximum soil bearing pressure is presented in the i' "Foundations" section. 1 i a Slabs -on -grade floor subgrade will be the native, undisturbed sands and clays. The native soils are appropriate for slabs -on -grade if significant moisture increase in bearing soils does not occur. 4. A ground surface slope away from the buildings should be maintained at all times to reduce the risk of wetting soils below foundations. Native vegetation is recommend near the buildings. SITE CONDITIONS Westbank Mesa is located in southeast Garfield County, south of Glenwood Springs, Colorado, The site is located on an alluvial terrace in the southwest portions of the Roaring Fork River Valley approximately 1 to 2 miles south of Glenwood Springs, Colorado. Access to the site is via Highway 82 to County Road 109 located to the east of the site.1 Ground surfaces slope to the northeast from high points along a southeast to northwest trending ridge down to and across a relatively flat upper benched area. Steep northeast facing slopes descend from the upper benched area to a lower benched area. The existing Westbank Ranch Development is located adjacent to the site to the northeast with the Roaring Fork River beyond. Drainage at the site is controlled by numerous channels on the upper slopes. Several ravines dominate drainage across the upper benched area down to the lower benched area where water and sediment are dissipated along small coalescing alluvial fans, Off site drainage is controlled by infiltration and small gullies. In the extreme southeast portion of the site, drainage is controlled by a moderate size southwest to northeast trending ravine which terminates in an alluvial fan along the eastern portions of the site. A gully on the southeast portion of the alluvial fan directs drainage off site. Building lots are on the comparatively flat to moderately sloped ubper benched surface. Vegetation on benched areas generally consists of open grasslands with some scattered trees and brush. Northeast facing slopes and ravines are moderately to heavily vegetated with scrub oaks and pinon and juniper trees. Most of the site is in a natural condition with the benched areas being used for pasture and haying operations. Roads and utilities have recently been completed within the subdivision. Description of the Tots 2 Lot 26 Lot 26 is located between Native Lane and Huebinger Drive. The ground surface slopes at 5 to 15 percent from the south down to the north. The lot ground surface is covered with native grasses and sage. Lot 36 This lot is adjacent and north of Huebinger Drive. Ground surface slopes were measured and visually estimated at 5 to 15 percent from south down to the north with steeper slopes on the northwest part of the lot. Lot 40 Lot 40 is adjacent and northeast of Huebinger Drive. The ground surface slopes at 5 to 20 percent with slopes from the south down to the north. Vegetation is native grasses and sage with pine trees and scrub oak on sides of the ravine to the east. Lots 44 through 46 These Tots are northeast of Huebinger Drive near the west end of the development. The ground slopes at the building areas on the south two-thirds of the lots is near 15 percent from the south down to the north. Steeper grades occur on the north one-third of the lots. Vegetation is native grasses, sage, scrub oak and small pine trees. PROPOSED CONSTRUCTION Single family residential buildings will be built. At this writing plans had not been developed for the residences which will be built on the subject lots. Our understanding is that the buildings will be wood framed, one or two stories tall. Some of the buildings will have walk -out or full basements. Garages will be attached for some buildings and detached for other residential structures. Foundation loads we assumed for our analysis 4 were between 1000 and 3500 pounds per lineal foot on continuous footings and maximum interior column loads of 15 kips. We should be informed of actual construction to judge if what is to be built is different than described above, SUBSURFACE CONDITIONS We drilled one test hole per lot for a total of thirteen (13) lots as part of our field investigation for foundation recommendations. Our manager of field services observed drilling operations and obtained soil samples for laboratory testing. We found approximately 6 inches of organic, sandy clays on lots 1, 3, 19, 23, 24, 36, 40 and 46. Below organic soils we founded stiff to very stiff, slightly moist, sandy clays to depths of 15 to 20 feet in borings drilled on lots 3, 9, 19, 45 and 46. The clays were underlain by medium dense to very dense, slightly moist to moist, silty to clayey sands to as deep as 25 feet on lots 1, 8, 23, 26, 36, 40 and 44. On lot 24 we founded 12 feet of silty to sandy clays underlain by sandy clays. No free groundwater was found in our test holes the day of drilling, Summary logs of our test holes are shown on Figures 2 and 3. We performed laboratory testing to judge swell/consolidation characteristics and verify field classifications. Generally, the clay soils exhibited a low swell potential and the sands a low to moderate consolidation potential. Swell/consolidation test results are presented on Figures 4 through 13 and laboratory test results summarized on Table 1. / FOUNDATIONS In our opinion, the buildings can be founded with footings bearing -on the native clays or sands. The footings should be designed and constructed with the following • criteria. 1, The footings should bear on the native clays or sands and be designed for a maximum soil bearing pressure of 3000 psf. Materials loosened during the excavation or forming process should be removed from the footing areas prior to placing concrete; 2. Foundation walls for continuous footings should be reinforced top and bottom, to span loose soil pockets. We recommend reinforcing steel equivalent to that required for a simple span of 12 feet. Reinforcement 1 should be designed by a qualified structural engineer; 3. Minimum footing sizes are desirable. We suggest a minimum width of 16 inches for continuous footings and a size of at least 2 feet by 2 feet for isolated column pads. Larger sizes may be required based on the structural loads; 4. The soils under exterior footings should be protected from freezing. The depth normally assumed for frost protection in Garfield County is 36 inches. We recommend contacting the local planning department to verify the depth of protection required; 5. We should be requested to inspect the completed foundation excavations to confirm subsurface conditions exposed are as anticipated from our test holes. FLOOR SLABS AND EXTERIOR CONCRETE Plans for the structures which will be built on the lots were not available at the time of this writing. We understand that the majority of homes may have walkout basements or full basements. Basement floors are normally slab -on -grade. Garage floors, patios and sidewalks will be slabs -on -grade. Native sands and clays free of organics Are suitable to support slabs -on -grade floors. If moisture content increases significantly in the soils below the slab cracking should be expected in the slabs. Recommendations presented in "Site Grading" should be followed to lower the probability of significant moisture increases in the soils below the slabs. We understand that some of the buildings ground floors will structurally supported by the foundation with a space between the floor and the ground below. Floors with a crawlspace below are excellent from a geotechnical viewpoint. We suggest the owner consider the use of structural floors on lots were the swell potential of the near surface soils are greater than 2 percent (lots 1, 45, and 46). We recommend the following design and construction details for slabs -on -grade: 1. Slabs should be constructed directly on the soils. Provision of a sand or gravel layer increases the possibility of a single source of water wetting the entire area supporting the slab. 2. Slabs should be separated from exterior walls and interior bearing members with a joint which allows free vertical movement of the slab. 3. Slab -bearing partitions should be minimized. Where such partitions are required, a -slip joint should be constructed to allow free vertical movement of the slab. 4. Doorjambs, sheet rock on partitions, and other construction details should be constructed to allow vertical movement of the slab -on -grade floor. 5. Eliminate underslab plumbing as much as possible. Where such plumbing is unavoidable, ft should be pressure tested before the slab is constructed. 6. Plumbing and utilities should be constructed with a joint which allows the slab to move freely. 7. All connections between the furnaces and the duct work should be provided with a flexible connection to allow free movement in the event of slab heave. The above precautions will not prevent movement of the slab -on -grade floors in the event the soils become wet, but they will reduce the potential damage when movement occurs. BASEMENT AND CRAWLSPACE CONSTRUCTION Foundation walls will be subject to lateral earth pressure. These walls are restrained and cannot move and should be designed for an "at rest" lateral earth pressure. Assuming on-site soils will be used as backfill, we recommend using an equivalent fluid density of 50 pcf to calculate lateral earth pressure. The above equivalent fluid density 7 does not include allowances for sloping backfill, hydrostatic pressures, live loads or loads from adjacent structures. Water from surface run-off (e.g. precipitation, snow melt, irrigation) frequently flows through the backfill adjacent to foundation walls and collects on the surface of the undisturbed soils occurring at the bottom of the foundation excavation. This can cause damp or wet conditions in basements and crawlspaces. Ventilation should be provided for in crawlspace areas. To reduce the risk of accumulation of water we recommend a foundation drain. The drain should consist of a 4 inch diameter open joint or slotted P.V.C. pipe encased in free draining gravel. The drain should lead to a positive gravity outlet. Typical foundation drain details are shown on Figures 14 and 15. Backfill placed adjacent to the foundation walls should be moisture treated and compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698). SURFACE DRAINAGE The performance of foundations and concrete network is influenced by the moisture conditions in the subsoils. Wetting of below foundation soils can be reduced by planned and maintained surface drainage. Wetting or drying of the open foundation excavations should be avoided. The ground surfaces surrounding the buildings should be sloped to provide rapid run-off of water away from the buildings in all directions. We recommend a slope of at leas` 2 inches in the first 10 feet. We recommend that landscaping be with native vegetation which requires little or no irrigation water. if sod and landscaping shrubbery is to be part of the landscaping scheme near the building we recommend no irrigation sprinkler heads be within 5 feet of the building and they should 8 be directed away from the building. We recommend sod not be placed within 10 feet of the home. Where irrigation is required within 5 feet of the home irrigation should be by hand watering. Roof downspouts and drains should discharge well beyond the limits of all backfill. Splash blocks or downspout extensions should be provided at all discharge locations. PERCOLATION TESTS We performed percolation tests on each of the subject lots. Based on our test results standard percolation fields are appropriate on the subject Tots. The table below list the lot and recommend design percolation rate. Appendix A presents data obtained during the tests. Lot No. Recommended Design Percolation Rate (min/inch) 1 20 3 15 8 20 9 20 19 40 23 40 24 40 26 60 36 40 40 50 44 30 45 30 46 50 9 5 43 'r} -w, LIMITATIONS Our test holes were spaced to obtain a reasonably accurate picture of the subsurface. Variations in the subsurface conditions not indicated by our test holes will occur. We should observe the completed excavations to confirm the soils are as anticipated from our test holes. Our +report was based on conditions disclosed by our test holes, results of laboratory testing, engineering analysis, and aur experience. Criteria presented reflects the proposed building as we understand it. We should be advised if the final design differs from our assumptions to permit us to re-evaluate our conclusions, This investigation was conducted in a manner consistent with the level of care and skill ordinarily exercised by members of our profession currently practicing under similar conditions in the locality of this project. No other warranty, express or implied, is made. If we can be of further service or if you have questions regarding this report, please call. -Very truly yours, Mechling, ranch Manag-r JM:cd (5 copies sent) 10 1'I 10' BACKFILL • NOTE: DRAIN SHOULD BE AT LEAST 2 INCHES BELOW BOTTOM OF VOID AND FOOTING AT THE HIGHEST POINT AND SLOPE DOWNWARD TO A POSITIVE GRAVITY OUTLET OR TO A SUMP WHERE WATER CAN BE REMOVED BY PUMPING. ENCASE PIPE IN WASHED CONCRETE AGGREGATE (ASTM C33. NO.67). EXTEND GRAVEL TO AT LEAST 1/2 HEIGHT OF FOOTING. COVER GRAVEL WITH WITH MIRAFI 140 OR ROOFING FELT. 8" MINIMUM OR BEYOND 1:1 SLOPE FROM BOTTOM OF FOOTING. (WHICHEVER IS GREATER) 4 -INCH DIAMETER PERFORATED DRAIN PIPE. THE PIPE SHOULD BE LAID IN A TRENCH WITH A SLOPE RANGING BETWEEN 1/8 INCH AND 1/4 INCH DROP PER FOOT OF DRAIN. BELOW GRADE WALL PROVIDE POSITIVE SLIP JOINT BETWEEN SLAB AND WALL, FLOOR SLAB .-.-- - FOOTING OR PAD BOTTOM OF EXCAVATION PROVIDE PVC SHEETING GLUED TO FOUNDATION WALL TO REDUCE MOISTURE PENETRATION THROUGH VOID. EXTERIOR FOUNDATION WALL DRAIN JOB NO. GS -1276 FIG.14 1' 10' BACKFILL NOTE: DRAIN SHOULD BE AT LEAST 4 INCHES BELOW BOTTOM OF VOID AND FOOTING AT THE HIGHEST POINT AND SLOPE DOWNWARD TO A POSITIVE GRAVITY OUTLET OR TO A SUMP WHERE WATER CAN BE REMOVED BY PUMPING. BELOW GRADE WALL - REINFORCING STEEL FOOTING OR PAD PROVIDE POSITIVE SLIP JOINT BETWEEN SLAB AND WALL FLOOR SLAB ENCASE •PIPE IN WASHED CONCRETE AGGREGATE (ASTM C33, NO.67). EXTEND GRAVEL AT LEAST HALFWAY UP CONTINUOUS FOOTINGS AND VOID IF PADS OR INTERRUPTED FOOTINGS ARE USED. aa.t TO CANN COVER 'GRAVEL WITH MIRAFI 140 OR ROOFING FELT. 4" MINIMUM BOTTOM OF EXCAVATION 8" MINIMUM L- OR BEYOND 1:1 SLOPE FROM BOTTOM OF FOOTING. (WHICHEVER IS GREATER) 4 -INCH DAM' ETER PERFORATED DRAIN PIPE. THE PIPE SHOULD BE LAID IN A TRENCH WITH A SLOPE RANGING BETWEEN 1/8 INCH AND 1/4 INCH DROP PER FOOT OF DRAIN. INTERIOR FOUNDATION WALL DRAIN JOB NO. GS -1276 FIG .15 SATWRAT19H AND PREPARATION DATE: 6/06/94 TIME AT START OF SATURATION: 9:OOAM PERCOLATION TEST DATE: 6/07/94 WATER IN BORINGS AFTER 24 HOURS EYES NO PERCOLATION PERCOLATION TEST RESULTS JOB NO. GS -1276 LOT & HOLE NUMBER DEPTH (INCHES) TIME AT START OF INTERVAL TIME 1 DEPTH TO WATER INTERVAL START OF END OF (MINUTES) IN ERV (INCHES) (INCHES) INTERVAL AL (M 46-1 30 4:00 30 16.0 18.5 CHANGE IN WATER DEPTH (INCHES) PERCOLA TION RATE (MIN/INCH 2.5 1 12.0 4:30 30 18.5 19.5 1.0 30.0 5:00 30 19.5 5:30 30 20.5 20.5 , 21.5 1.0 __30,0 1.0 1 30.0 6:00 30 21.5 22.5 1.0 1 30.0 6:30 30 22.5 7:00 30 23.0 23.0 , 24.0 0.5 60.0 1.0 1 30.0 I SATURATION AND PREPARATION DATE: 6/06/94 TIME AT START OF SATURATION: 9:OOAM PERCOLATION TEST DATE: 6/07/94 WATER IN BORINGS AFTER 24 HOURS EYES E NO PERCOLATION TEST RESULTS JOB NO. GS -1276 LOT & TIME AT HOLE DEPTH START OF (INCHES) INTERVAL T}ME DEPTH TO WATER CHANGE PERCOI.A- START OF INTERVAL. (MINUTES)INTERVAL (INCHES) END OF INTERVAL (INCHES) IN WATER DEPTH (INCHES) TION RATE (MIN/INCH) 46-2 32 4:00 30 16.0 17.5 1.5 20.0 4:30 30 17.5 18.5 1.0 30.0 5:00 30 18.5 19.5 1.0 30.0 5:30 30 19.5 20.5 1.0 30.0 6:00 30 20.5 21.5 1.0 30.0 6:30 30 21.5 22.5 1.0 30.0 7:00 30 22.5 23.5 1.0 30.0 � 1 4. SATURAT'IOrI AND PREPARATION DATE: 6/06/94, TIME AT START OF SATURATION: 9:OOAm PERCOLATION TEST DATE: 6/07/94 WATER tH BORINGS AFTER 24 HOURS DYES ONO PERCOLATION TEST RESULTS JOB NO. GS --1276 LOT & HOLE NUMBER DEPTH (INCHES) TIME AT START OF INTERVAL TIME DEPTH TO WATER INTERVAL START OF INTERVAL (MINUTES) (INCHES) END OF INTERVAL (INCHES) CHANGE IN WATER DEPTH (INCHES) PERCOLA- TION RATE (MIN/INCH) 46-3 32 1 4:00 30 16.0 18.5 2.5 12.5 4:30 30 18.5 19.5 1.0 30.0 5:00 30 19.5 20.5 1 0 30.0 5:30 30 20.5 21.5 1.0 30.0 6:00 30 21 5 22.5 1 0 30.0 6:30 30 22.5 23.5 1.0 30.0 7:00 30 23.5 24.5 1.0 30.0 1 v m' r 0 1 t0 at CO0 rt m z -4 z r O A 03 -4r rnrn i.1wi19l H3iIV C z A 0 Z z 0 Z N O D rn N Gi m O a O c, N n D m r n r AWVS' AV -ID r AQwS'AV7' A3AViD6CNVS V) n 6 ib) r a 0, n co 0 4- -.4 -< m rn cri —1 s11ns]a co rnr WESTBANK MESA ARCHITECTURAL REVIEW CHECK LIST Date plans or request submitted ,`�,,,,;tfQ _ a7-97 Name of applicant Lot # or Address Date of meeting of AAC. Members present Members Voting 97 abb.. cQ.Q.12 ACC Check List: Site Plan & Set Backs House square footage Garage square footage Roof Materials and Pitch Wall Materials Color Other APPROVAL or DENIAL A.� v/N,0 dam_ �a3� e,e 764 G�a ae 3opwK04 7 Comments: 2° �Cg ° �o�� ,.v,�e . - -ems 9°)e ° c.c c.r� %CLQ c��+-va Date ACC Comments sent back to Applicant: ature of Chairman/ WESTBANK MESA ARCHITECTURAL REVIEW CHECK LIST Date plans or request submitted Name of applicant Lot # or Address Date of meeting of AAC. Members present Members Voting .BnY.".7442.q- a 7-99 7 Ye -4-7 clti_4. (0 9c? r-4 9i r,..1 d� ACC Check List: Site Pian & Set Backs House square footage Garage square footage Roof Materials and Pitch Wall Materials Color Other Dr: be- 744 G/a ae 30 4.4? Qf lu �,telive 8L 5-r tego-L. 4-7 APPROVAL or DENIAL c Comments: 8 °,C S ° ..�`f � �o - d")e o 2a 42.444.J� Date ACC Comments sent back to Applicant: �-- ,5-- 9-57 IL 1(4.-.44-.- ature of Chairman/ GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS for SINGLE FAMILY DWELLING CONSTRUCTION including NEW CONSTRUCTION ADDITIONS ALTERATIONS and MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. Adequate and complete information will prevent delays in the plan review process. Reviewing a plan and the discovery that required information has not been provided by the applicant may result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor may be required to provide this information before the plan review may proceed. This causes delays because other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. If you do not, it may be helpful to obtain a book titled "Dwelling Construction under the Uniform Building Code". This book is available to you through this department at our cost. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following check list prior to and during design. Applicants are required to indicate appropriately and to submit the completed check list at time of application for a permit. 1 January 1, 1999 Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheating, house - rap, (which is required), siding or any approved building material. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40# per ft. up to 7,000 F.O.S. and an 80 M.P.H. wind. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. 1. Is a site plan included that indicates the distances of the proposed building or addition to property lines, other buildings, setback easements and utility easements? Yes 2. Does the site plan include the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to property lines, wells (on subject property and adjacent properties), streams or water courses? Yes 3. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes 4. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? Yes 5. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes 2 6. Do the plans indicate the size and location of ventilation openings for the attic, roofjoist spacess and soffits? Yes 7. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wind loads? Yes 8. Does the plan include a building section drawing indicating foundation, wall, floor and roof construction? Yes 9. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes 10. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes 11. Does the plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at mid span between the ridge and the eave down to existing grade contours? Yes 12. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or phase II EPA certification? Yes No 13. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 37? Yes No 14. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the Uniform Building Code? Yes No 15. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes No 3 P 16. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes No 17. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes No 18. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or covenants? Yes No 19. Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? If you do not have written permission from the association, do you understand that the plan check fee will not be refunded should the architectural committee deny or reject your building plans? Yes No 20. Will this be the only residential structure on the parcel? Yes No If no -Explain: 21. Have two (2) complete sets of construction drawings been submitted with the application? Yes 22. Do you understand that the minimum size a home can be on a lot is a 20ft. x 20ft.? Yes No 23. Have you designed or had this plan designed while considering building and other construction code requirements? Yes No 24. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes No 25. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes No 4 26. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the 'Permit Fee" as well as any "School Impact" or "Septic System" fees required, at the time you pick up your building permit? Yes No 27. Are you aware that twenty four (24) hour notice is required for all inspections? Inspections will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood Springs to Carbondale in the afternoon. Morning inspections must be called in by 12:00 p.m. the day before; afternoon inspections must be called in by 5:00 p.m. the day before. Failure to give twenty four (24) hour notice for inspections will delay your inspection one (1) day. Inspections are to be called in to 945-9159. Yes No 28. Are you aware that you are required to call for all inspections required under the Uniform Building Code including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes No 29. Are you aware that the person signing the Permit Application, whether the "Owner", "Agent of the Owner", "General Contractor", "Contractor" or otherwise, is the party responsible for the project complying with the Uniform Building Code? Yes No 30. Are you aware that If you are accessing a county road and do not have an existing driveway you will reed to acquire a driveway permit from Garfield County Road and Bridge? Their phone number is 945-6111. You will need to show proof prior to the issuance of the building permit. I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. signature date Phone: (days); (evenings) Project Name: Project Address: 5 • Notes: If you have answered "No" on any of the questions, you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. bpminreq 6 4 • County Road (Note the Road Number and Name) 1 5° aii„ • 0 con to2 ca rn CD n a gu v, y pv .1. A n . a; co y c a • `< °,� 3 0 _a c O n. = z o o r, G - R'"0 R O .�^. 0 CI) R- 5•� cu Iv a' `C 4, coo = gr B1 a ao 0.3 CO go • Y1 ` •I r: Mol.ry guoN of ugrsau ro rn.T r'TTTT nAlco . • • 1994 Building Cede Setbacks: 25 feet front and rear and 10 feet on the fides Snowload: 401bs. /sq. ft. up to 7000 feet Seismic: Zone 1 Windshear: 80 mph Wind exposure: B Windload: 151bs. /sq. ft. Frost Depth: 36 inches --30 inches from finished grade to top of footing (Liveload is snowload-imposed by snow) CO Checklist \ ` pull permit 1 copy assessor's pull plans, list CO# and date (assessor's box) 1 copy w/permit v final in computer v List on CO sheet \J copy buildingcard office card filled out type CO, highlight commercial i'1l'IC S' plans 43enls signature �� 2 copies INSPEC NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 IIOl1RS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT 1.1 GA LD COUNTY, COLORADO Date Issued........ Zoned Area Permit No 14144491*... AGREEM ENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure 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 Inspector and IMMF, fA. ELY A96 /COME NU4.L AND 4tiscter `.rlk Cb' Aor Legal Description S1 1 r l r OSS Owner ,> '� 11) f Setbacks Front This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. Contractor INSPECTION RECORD Footing Foundation Underground Plumbing . 1.. - Insulation OK /12/1199,91i2 Rough Plumbing t i_ • _cf q Ach,51t. Drywall // ., 3 0 9 4 „ _).—, Chimney & Vent Electric Final (by State Inspector) :A -7'6 U Cit Gas Piping 1_ 3. 94 An, .y,14 Final .Z ,ei-QQ . Ars Electric Rough (By State Inspector /G` a9--1 Septic Final Framing /1— _,.74 /h-- (To include Roof in place and Windows and Doors installed). Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 945-9159 109 8th Street County Courthouse Glenwood Springs, Colorado. APPROVE DO NOT DESTROY TEAS CARD Date y P7!' 3ZIi IF PLACED OUTSIDE - COVER WITH CLEAR PLASTIC