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Pitkin.EH.272918400003 (2019)
10/24/2018 Pitkin County Mail - Online Form Submittal: Septic (OWTS) Construction/Repair Permit Application https://mail.google.com/mail/u/0?ik=c2c72bb885&view=pt&search=all&permmsgid=msg-f%3A1615057742171904988&simpl=msg-f%3A16150577421…1/3 Bryan Daugherty <bryan.daugherty@pitkincounty.com> Online Form Submittal: Septic (OWTS) Construction/Repair Permit Application noreply@civicplus.com <noreply@civicplus.com>Mon, Oct 22, 2018 at 2:11 PM To: schuyler.clay@pitkincounty.com, ehapps@pitkincounty.com Septic (OWTS) Construction/Repair Permit Application PLEASE NOTE If Applying for a permit that is associated with a Building Permit, the Application must be submitted through the Community Development Building Permit Process. This online application is only for standalone OWTS Constructions or Use Permits. Job Parcel ID 272918400003 Physical Address 726 Coal Creek Road System Type OWTS (Septic) Type of Permit New System Construction Application Residences 1 No. of Bedrooms 3 Lot 4 Block Field not completed. Filing Field not completed. Subdivision Redstone Unique Is this a multi-family structure? No Lot Size 35 acres Living Area Square Footage 2521 (Section Break) Uploads Site Plan 37.Site Plan Arlian.pdf Building Floor Plans 38.building plans Arlian.pdf Septic Soil Report Field not completed. System Design C1397 OWTS Design Packet 6 26 18.pdf Additional Reports, etc.Field not completed. (Section Break) 10/24/2018 Pitkin County Mail - Online Form Submittal: Septic (OWTS) Construction/Repair Permit Application https://mail.google.com/mail/u/0?ik=c2c72bb885&view=pt&search=all&permmsgid=msg-f%3A1615057742171904988&simpl=msg-f%3A16150577421…2/3 Primary Contact Information Primary Contact First Name Angela Primary Contact Last Name (Or Company Name) Loughry Primary Contact Email Address angela@confluencearchitecture.com Primary Contact Address 515 Crystal Circle Primary Contact Phone Number 9709630720 Primary Contact City Carbondale Primary Contact State CO Primary Contact Zip 81623 (Section Break) Primary Contact Information (If other than Owner) Primary Contact is Owner?No Owner First Name Alvin Owner Last Name (Or Company Name) Arlina Owner Email Address alarlian4@gmail.com Owner Mailing Address alarlian4@gmail.com Owner City Payson Owner State AZ Owner Zip 85541 Owner Phone 303-880-3841 Owner Fax Field not completed. Indicate Preferred Method of Payment Debit/Credit Card Payment Contact Email for Debit/Credit Payment angela@confluencearchitecture.com (Section Break) Designer Information Primary Contact is Designer?No Designer First Name Carla Designer Last Name Ostberg 10/24/2018 Pitkin County Mail - Online Form Submittal: Septic (OWTS) Construction/Repair Permit Application https://mail.google.com/mail/u/0?ik=c2c72bb885&view=pt&search=all&permmsgid=msg-f%3A1615057742171904988&simpl=msg-f%3A16150577421…3/3 Designer Phone Number 970-309-5259 Designer Email Address carla.ostberg@gmail.com Designer Mailing Address 981 Cowen Drive, B-7 Designer City Carbondale Designer State CO Designer Zip 81623 (Section Break) PLEASE READ BEFORE SELECTING SUBMIT: By selecting SUBMIT, I certify that I am the owner or representative with the legal authority to agree to the conditions of this permit, the above information is complete and accurate, and that I have provided complete and accurate information in all of the documents included in my application package. I acknowledge that this department may revoke any permit I am issued if my application is found to contain any inaccurate, false, or misleading information. Email not displaying correctly? View it in your browser. June 26, 2018 Project No. C1397 Angela Loughry Angela@confluencearchitecture.com Subsurface Investigation and Onsite Wastewater Treatment System Design 3-Bedroom Residence (+ 2 future bedrooms) Lot 4, Redstone Unique 726 Coal Basin Road Pitkin County, Colorado Angela, ALL SERVICE septic, LLC performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The property is located outside of Redstone, in an area where OWTSs and wells are necessary. The legal description of the property is Lot 4, Redstone Unique - Unplatted. Parcel ID: 2729-184-00-003 SITE CONDITIONS The property is currently undeveloped. A 3-bedroom, single-family residence is proposed. The will be sized to accommodate 2 future bedrooms. A private well has been drilled on the property. It is located to the southeast of the proposed residence. The well is located greater than 50-feet from the proposed septic tank and greater than 100-feet from the proposed soil treatment area (STA). The proposed STA slopes to the south at an approximate 22% grade. The proposed area is covered with native grasses, aspen, and evergreen trees. SUBSURFACE The subsurface was investigated on June 20, 2018 by digging two soil profile test pit excavations (Test Pits). A visual and tactile soil analysis was completed by Carla Ostberg 1 at the time of excavation. The materials encountered in Test Pit #1 consisted of medium brown to reddish brown sandy loam to a maximum depth explored of 8.0-feet. No bedrock or groundwater was encountered. The materials encountered in Test Pit #2 were consistent with those encountered in Test Pit #1. Test Pit #2 was excavated to a maximum depth explored of 8.0-feet. No bedrock or groundwater was encountered. 1 Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Page 2 A tactile analysis of the soils was taken from Test Pit #1 at 3-feet below grade. The soil formed a ball and a ribbon less than 1-inch in length before breaking. Soil structure shape was single-grain to blocky, soil structure grade was moderate, and consistence with loose to friable. The soil texture was more gritty than smooth. We classified this soil as Sandy Loam, Soil Type 2. A long-term acceptance rate (LTAR) of 0.6 gallons per square foot will be used to design the OWTS, in accordance with Pitkin County OWTS Regulation, Table 6.28-7. Backfill Test Pit #1 Moderate structure grade Page 3 Sieved sample Test Pit #2 Page 4 DESIGN SPECIFICATIONS Design Calculations: 5 bedrooms x 75 GPD x 2 people/bedroom = 750 GPD Septic Tank Capacity = Min. 1500 gallons STA Calculations = 750 GPD / 0.60 SF/gallon (Sandy Loam Soil Type 2) = 1250 SF Gravity, Trenches = 1250 SF x 1.0 = 1250 SF Chambers = 1250 x 0.7 = 875 SF 875 SF / 12 SF/chamber = minimum 73 ‘Quick 4’ Infiltrator® chambers The OWTS design is based on 5-bedrooms, anticipating 2 future bedrooms to the proposed 3-bedroom residence. A design flow of 750 GPD will be used. The 4-inch diameter SDR-35 sewer line exiting the residence must have a double-sweep clean out and a minimum 2% grade to the septic tank. The system installation must include a 1500-gallon, two-compartment concrete septic tank with an effluent filter on the outlet tee. Risers must bring the manhole lids to grade for access. If more than one riser is added to the septic tank, an extension handle must be installed on the effluent filter. Effluent will gravity flow to a distribution box, and then to five gravelless chamber trenches. The distribution box must be accessible from grade and must have flow equalizers, or similar product, installed on each outlet pipe in the distribution box to assure equal flow to each bed. Each trench will consist of 15 ‘Quick 4’ Standard Plus Infiltrator® chambers for a total of 900 square feet of infiltrative area. There must be at least 6-feet of undisturbed soil between each trench. Inspection ports must be installed at the beginning and end of each trench. Ports may be cut to grade and placed in sprinkler boxes for access. The component manufacturers are typical of applications used by contractors and engineers in this area. Alternatives may be considered or recommended by contacting our office. Construction must be according to Pitkin County Onsite Wastewater Treatment System Regulations, the OWTS Construction Permit provided by Pitkin County Environmental Health Department, and this design. PERMIT APPLICATION INSTRUCTIONS If your development includes obtaining a Building Permit, applications for the OWTS Construction Permit must be submitted to the Building Department at the time of your pre-application conference. If this is a repair or construction of a new system NOT associated with a Building Permit, you must submit your OWTS Construction Permit Application directly to Pitkin County Environmental Health Department. The following are links to the required OWTS Construction Permit Application and Checklist. Checklist: http://www.pitkincounty.com/DocumentCenter/Home/View/626 Application: http://www.pitkincounty.com/DocumentCenter/Home/View/627 More information can be obtained from Pitkin County Environmental Health Department 970-920-5438 or 970-920-5076. REVEGETATION REQUIREMENTS An adequate layer of good quality topsoil capable of supporting revegetation shall be placed over the entire disturbed area of the OWTS installation. A mixture of native grass seed that has good soil stabilizing characteristics (but without taproots), provides a maximum transpiration rate, and competes well with Page 5 successional species. No trees or shrubs, or any vegetation requiring regular irritation shall be placed over the STA. Until vegetation is reestablished, erosion and sediment control measures shall be implemented and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation cover. OPERATION INFORMATION AND MAINTENANCE The property owner shall be responsible for the operation and maintenance of each OWTS servicing the property. The property owner is responsible for maintaining service contracts for manufactured units, alternating STAs, and any other components needing maintenance. Geo-fabrics or plastics should not be used over the STA. No heavy equipment, machinery, or materials should be placed on backfilled STA. Livestock should not graze on the STA. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWTS. For example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a STA. If an effluent filter or screen has been installed in the OWTS, we recommend this filter or screen be cleaned annually, or as needed. If the OWTS consists of a pressurized pump system, we recommend the laterals be flushed annually, or as needed. The homeowner should pump the septic tank every two years, or as needed gauged by measurement of solids in the tank. Garbage disposal use should be minimized, and non-biodegradable materials should not be placed into the OWTS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS. Mechanical room drains should not discharge into the OWTS. The OWTS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, weep holes must be installed to allow pump lines to drain to minimize risk of freezing. The pump shall have an audible and visual alarm notification in the event of excessively high water conditions and shall be connected to a control breaker separate from the high water alarm breaker and from any other control system circuits. The pump system shall have a switch so the pump can be manually operated. Excavation equipment must not drive in excavation of the STA due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Backfill over the STA must be uniform and granular with no material greater than minus 3-inch. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC must view the OWTS during construction. The OWTS observation should be performed before backfill, after placement of OWTS components. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified. All OWTS construction must be according to the county regulations. Requirements not specified in this report must follow applicable county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Page 6 Please call with questions. 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Rd. 317 P.O. BCK 925 Fax: (719) 395-3727 &iena vim' 81211 Webslbe: www.valleyprecast.com Email: frontdesk c@valleyprecast.com (719) 395-6764 Double Walled PVC Riser & Lid Options Poly Lid (Static load tested to 5000 Ibs) • Skid resistance surface • Available in green • Highest level of UV Protection included • Includes a foam gasket for airtight and watertight applications • Includes square drive screws to discourage unauthorized entry • Insulation panels achieve R-10 insulation rating Double Walled PVC Riser 2" of Insulation Standard Orenco ® DuraFiber m Access Lids (FLD) Not recommended for vehicular traffic 24" and 30" Diameters • Solid, resin -infused fiberglass construction • 20,000-lb breaking strength • Standard green or brown colors • Available with or without urethane lid gasket • Available with carbon filtration • 4 stainless steel flathead socket cap screws & hex key wrench • Insulated lids available - 2" or 4" • Available in 24" and 30" Diameter • Cut to length • Sold in +/- 2" increments • Must be cut between ribs Water & (719) 395-6764 28005 Co. F• 317 Wastewater P.O. Box 925 O ffV ALLEY . Systems Fax: (719) 395-3727 Buena via, CO 81211 VN PRECAST, InC. • Service we� � @valle �stcom • Has 5-10 times more flow area than other brands, so lasts many times longer between clean- ings, increasing homeowner satisfaction • Installs in min- utes inside new or existing tanks; extendible tee handle for easy removal • Easy to clean by simply hosing off whenever the tank needs pumping • Removes about two-thirds of sus- pended solids, on average, extending drainfield life • Corrosion-proof construction, to ensure long life • Lifetime warranty Residential Biotube® Effluent Filters Applications Our patented* 4-in. (100-mm) Biotube Effluent Filters, Biotube Jr., Biotube Insert Filters, and Biotube Base Inlet Filters are ideal for residential septic tanks and have a lifetime warranty. They prevent large solids from leaving the tank, dramatically improving wastewater quality and extending the life of residential drainfields. Standard Features & Benefits • Alarm available, to signal the need for cleaning • Flow modulating discharge orifices available to limit flow rate leaving tank, mitigat- ing surges and increasing retention time • Custom and commercial sizes available Effluent from the relatively clear zone of the septic tank, between the scum and sludge layers, horizontally enters the Biotube Effluent Filter. Effluent then enters the annular space between the housing and the Biotubes, utilizing the Biotubes’ entire surface for filtering. Particles larger than the Biotube’s mesh are prevented from leaving the tank. Optional Features & Benefits Biotube Filtering Process 8-in. (200-mm) Base Inlet Filter 4-in. (100-mm) Insert Filter 4-in. (100-mm) Biotube Jr. (4-in. Biotube cartridge avail- able separately as Insert Filter) Orenco’s superior effluent filters resist clogging better than all other brands. Our stan- dard, full-sized 4-in. (100-mm) Biotube Effluent Filter provides maximum long-term protection in a complete package, with housing. Our 4-in. (100-mm) Biotube Jr., at half the size of our standard model, has more filtering capacity than the full-sized filters sold by other manufacturers. For tanks with existing outlet tees, the Biotube Insert Filter is ideal. And for low-profile tanks, there’s the Base Inlet Filter. * Covered by patent numbers 5,492,635 and 4,439,323 4-in. (100-mm) Biotube Effluent Filter APS-FT-1 Rev. 3.4 © 11/10 Orenco Systems®, Inc. To Order Call your nearest Orenco Systems®, Inc. distributor. For nearest distribu- tor, call Orenco at 800-348-9843 or go to www.orenco.com and click on “Distributor Locator.” Nomenclatures Riser wall Tank wall Filter housing Extendible PVC handle Stainless steel set screws Top seal plate Air vents Biotube® filter cartridge Solid base 4-in. Biotube Effluent Filter 4-in. Biotube Jr. 4-in. Biotube Filter (standard) 4-in. Biotube Jr. (includes cartridge and housing) Distributed By: 8-in. Biotube Filter (base inlet model) 4-in. Biotube Filter Insert (cartridge only) Junior series FT J0418 Biotube effluent filter series Filter diameter (inches) Cartridge height (inches) W = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee Options: Blank = no options M = flow modulation plate installed A = float bracket attached Blank = 1/8" filtration P = 1/16" filtration Insert FT i0418 Biotube effluent filter series Filter diameter (inches) Cartridge height (inches) W = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee - For customized options (e.g., NC indicates North Carolina regions) - Blank = 1/8" filtration P = 1/16" filtration FT 04 Biotube effluent filter series Filter diameter (inches) Housing height: 36" and 44" are standard Options: Blank = no options M = flow modulation plate installed A = float bracket attached Cartridge height: 28" and 36" are standard - Blank = 1/8" filtration P = 1/16" filtration W = fits Type 3034 outlet pipe S = fits Schedule 40 outlet pipe FT 2208 14 B Biotube effluent filter series Housing height: 22" standard Cartridge height: 14" standard Options: A = float bracket FS = 2" outlet orifice FSO = 2" outlet orifice and overflow plate* Base inlet model - Blank = 1/8" filtration P = 1/16" filtration Filter diameter (inches) 08 = 8" * Also available with coupling and sleeve as a “kit”: FT-OVERFLOWKIT Item # Concrete Distribution Box DBox 8C (1 inlet, 7 outlets) & Riser Top View Section View 1 28" 14" 0 An Down Baffle 28" - �15"� 12" s 15" e a d 14" a a 1/2� d a Lid View End View Riser Section 1 28" d d O d d 4 2" a d � d d Gd Side View End View e 6000 PSI Concrete e 7 Outlet equal flow • Slide -in Baffle • 4" Pipe penetration ports • Connectors cast into the box • 12" Riser available Weight: D-Box with Baffle - 200 Ibs D-Box Lid - 75 Ibs D-Box Riser -140 Ibs Water & (719) 395-6764 28005 Co. Rd. 317 Wastewater P.O. Banc 925 I%r(DI VALLEY • Systems s Fax: (719) 395-3727 Buena Visa, CO 81211 PRECAST', IaC. •Service Website: www.valleypnecast.00m Email: frontdesk@valleyprecast.com 13.5 cm 14.4 THIS WEIR SHAf IS SELF LEVELIP MATERIAL - FILLED POLYPROPYLENE The Quick4® Plus Standard Chamber The Quick4 Plus Standard Chamber offers maximum strength through its two center structural columns. This chamber can be installed in a 36-inch-wide trench. Like the original line of Quick4 chambers, it offers advanced contouring capability with its Contour Swivel Connection™ which permits turns up to 15-degrees, right or left. It is also available in four-foot lengths to provide optimal installation flexibility. The Quick4 Plus All-in-One 12 Endcap, and the Quick4 Periscope are available with this chamber, providing increased flexibility in system configurations. Maximum Strength APPROVED in _____________________________________________ Quick4 Plus™ Series Quick4 Plus All-in-One 12 Endcap Benefits: • May be used at the end of chamber row for an inlet/outlet or can be installed mid-trench • Mid-trench connection feature allows construction of chamber rows with center feed, as an alternative to inletting at the ends of chamber rows • Center-feed connection allows for easy installation of serial distribution systems • Pipe connection options include sides, ends or top Quick4 Plus All-in-One Periscope Benefits: • Allows for raised invert installations • 180° directional inletting • 12” raised invert is ideal for serial applications Certified by the International Association of Plumbing and Mechanical Officials (IAPMO) Quick4 Plus Standard Chamber Specifications Size 34”W x 53”L x 12”H (864 mm x 1346 mm x 305 mm) Effective Length 48” (1219 mm) Louver Height 8” (203 mm) Storage Capacity 47 gal (178 L) Invert Height 0.6” (15 mm), 5.3” (135 mm), 8.0” (203 mm), 12.7” (323 mm) Quick4 Plus Standard Chamber Benefits: • Two center structural columns offer increased stability and superior strength • Advanced contouring connections • Latching mechanism allows for quick installation • Four-foot chamber lengths are easy to handle and install • Supports wheel loads of 16,000 lbs/axle with 12” of cover Contact Infiltrator Water Technologies’ Technical Services Department for assistance at 1-800-221-4436 4 Business Park Road P.O. Box 768 Old Saybrook, CT 06475 860-577-7000 • Fax 860-577-7001 1-800-221-4436 www.infiltratorwater.com U.S. Patents: 4,759,661; 5,017,041; 5,156,488; 5,336,017; 5,401,116; 5,401,459; 5,511,903; 5,716,163; 5,588,778; 5,839,844 Canadian Patents: 1,329,959; 2,004,564 Other patents pending. Infiltrator, Equalizer, Quick4, and SideWinder are registered trademarks of Infiltrator Water Technologies. Infiltrator is a registered trademark in France. Infiltrator Water Technologies is a registered trademark in Mexico. Contour, MicroLeaching, PolyTuff, ChamberSpacer, MultiPort, PosiLock, QuickCut, QuickPlay, SnapLock and StraightLock are trademarks of Infiltrator Water Technologies. PolyLok is a trademark of PolyLok, Inc. TUF-TITE is a registered trademark of TUF-TITE, INC. Ultra-Rib is a trademark of IPEX Inc. © 2013 Infiltrator Water Technologies, LLC. All rights reserved. Printed in U.S.A.PLUS05 0713 Quick4 Plus™ Series INFILTRATOR WATER TECHNOLOGIES STANDARD LIMITED WARRANTY (a) The structural integrity of each chamber, endcap and other accessory manufactured by Infiltrator (“Units”), when installed and operated in a leachfield of an onsite septic system in accordance with Infiltrator’s instructions, is warranted to the original purchaser (“Holder”) against defective materials and workmanship for one year from the date that the septic permit is issued for the septic system containing the Units; provided, however, that if a septic permit is not required by applicable law, the warranty period will begin upon the date that installation of the septic system commences. To exercise its warranty rights, Holder must notify Infiltrator in writing at its Corporate Headquarters in Old Saybrook, Connecticut within fifteen (15) days of the alleged defect. Infiltrator will supply replacement Units for Units determined by Infiltrator to be covered by this Limited Warranty. Infiltrator’s liability specifically excludes the cost of removal and/or installation of the Units. (b) THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH (a) ARE EXCLUSIVE. THERE ARE NO OTHER WARRANTIES WITH RESPECT TO THE UNITS, INCLUDING NO IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE (c) This Limited Warranty shall be void if any part of the chamber system is manufactured by anyone other than Infiltrator. The Limited Warranty does not extend to incidental, consequential, special or indirect damages. Infiltrator shall not be liable for penalties or liquidated damages, including loss of production and profits, labor and materials, overhead costs, or other losses or expenses incurred by the Holder or any third party. Specifically excluded from Limited Warranty coverage are damage to the Units due to ordinary wear and tear, alteration, accident, misuse, abuse or neglect of the Units; the Units being subjected to vehicle traffic or other conditions which are not permitted by the installation instructions; failure to maintain the minimum ground covers set forth in the installation instructions; the placement of improper materials into the system containing the Units; failure of the Units or the septic system due to improper siting or improper sizing, excessive water usage, improper grease disposal, or improper operation; or any other event not caused by Infiltrator. This Limited Warranty shall be void if the Holder fails to comply with all of the terms set forth in this Limited Warranty. Further, in no event shall Infiltrator be responsible for any loss or damage to the Holder, the Units, or any third party resulting from installation or shipment, or from any product liability claims of Holder or any third party. For this Limited Warranty to apply, the Units must be installed in accordance with all site conditions required by state and local codes; all other applicable laws; and Infiltrator’s installation instructions. (d) No representative of Infiltrator has the authority to change or extend this Limited Warranty. No warranty applies to any party other than the original Holder. The above represents the Standard Limited Warranty offered by Infiltrator. A limited number of states and counties have different warranty requirements. Any purchaser of Units should contact Infiltrator’s Corporate Headquarters in Old Saybrook, Connecticut, prior to such purchase, to obtain a copy of the applicable warranty, and should carefully read that warranty prior to the purchase of Units. Quick4 Plus Standard Chamber ___________________________________________________________________________________ Quick4 Plus All-in-One 12 Endcap ________________________________________________________________________________ Quick4 Plus All-in-One Periscope ________________________ EFFECTIVE LENGTH48" 12" 34" QUICK4 PLUS ALL-IN-ONE PERISCOPE (360° SWIVEL) 12.7" INVERT PRESSURIZED PIPE DRILL POINTS LOCATIONS (2 PLACES) 33" 18" 8" INVERT 13" EFFECTIVE LENGTH48" 12" 34" QUICK4 PLUS ALL-IN-ONE PERISCOPE (360° SWIVEL) 12.7" INVERT PRESSURIZED PIPE DRILL POINTS LOCATIONS (2 PLACES) 33" 18" 8" INVERT 13" FRONT VIEW SIDE VIEW EFFECTIVE LENGTH48" 12" 34" QUICK4 PLUS ALL-IN-ONE PERISCOPE (360° SWIVEL) 12.7" INVERT PRESSURIZED PIPE DRILL POINTS LOCATIONS (2 PLACES) 33" 18" 8" INVERT 13" 6" 5"9" C O A L B A S I N R O A D OVERHEAD ELECTRIC LINES ROAD EASEMENTROAD EASEMENT POWER POLE POWER POLE EXISTING DRIVE TO BE ABANDONED GUEST PARKING 16' WIDE GRAVEL DRIVEWAY, SEE CIVIL DRAWINGS. UNDER SEPARATE ACCESS PERMIT SEPTIC FIELD FIRE TRUCK 'T' TURNAROUND SEE CIVIL DRAWINGS. UNDER SEPARATE ACCESS PERMIT CONCRETE APRON AT GARAGE DOOR AND WALK 2-4' BOULDER RETAINING WALL W HOME ON 1 LEVEL ACTIVITY ENVELOPE 3.324 ACRES 60'-0" 2-4' BOULDER RETAINING WALL 100' DISTANCE FROM WELL TELEPHONE PEDESTAL 18" EXISTING CMP PROPOSED EXTERIOR DECK TO FOLLOW FIRE RESISTANT CONSTRUCTION RULES. NO ITEMS TO BE STORED BELOW. GRAVEL GROUND COVER BELOW PA R K 1 PA R K 2 73 6 8 73 7 0 73 7 2 73 7 4 73 7 6 73 7 8 73 7 2 73 8 0 73 6 6 73 6 4 73 6 0 E X I S T I N G 73 5 8 73 5 6 73 6 8 73 6 6 73 6 4 73 6 2 73 6 0 73 7 0 73 7 0 FLAGSTONE PATIO FLAGSTONE AT ENTRY 73 6 4 N E W 73 6 6 N E W 73 6 2 N E W 73 6 2 73 6 0 73 6 8 N E W 73 7 0 N E W 73 7 0 T.O. F L O O R 7370 . 0 ' SEPTIC TANK 73 6 0 N E W 736 2 E X I S T I N G 73 6 4 E X I S T I N G 7 3 6 6 E X I S T I N G 73 6 8 E X I S T I N G 7 3 7 0 E X I S T I N G 73 7 2 N E W 73 7 2 E X I S T I N G COAL CREEKROAD INDEX GRAVEL DRIVE SURFACE, GRAVEL MULCH CONCRETE HARDSCAPE FLAGSTONE NSite Plan Fi l e : Ar l i a n - p l a n _ 3 3 P r i n t d a t e : Th u r s d a y , A u g u s t 3 0 , 2 0 1 8 2 : 2 1 : 4 2 P M Progress Print Date: 8.30.2018 File: Arlian-plan_33 All designs, ideas, arrangements and plans indicated by these drawings and specifications are the property and copyright of the Architect and shall neither be used on any other work nor be used by any other person for any use whatsoever without written permission. COPYRIGHT Title: Pitkin County Stamp: DATE REVISION 72 6 C o a l C r e e k R o a d Lo t 4 R e d s t o n e U n i q u e Re d s t o n e , P i t k i n C o u n t y , C o l o r a d o PI D 27 2 9 1 8 4 0 0 0 0 3 Ar l i a n H o m e NOverall Site Plan A-1.001 SITE PLAN NOTE: 1.SEE CIVIL DRAWINGS FOR GRADING 2.DRIVEWAY, UNDERGROUND UTILITIES, BOULDER RETAINING WALLS AND TREE REMOVAL ARE UNDER SEPARATE ACCESS PERMIT. #0062.2018.PAEM D. W. REF RE F DB L OV E N B A C B A C DD EE DW 145.7 SF OF COVERED DECK BEYOND 8' FROM BUILDING 145.7 SF OF COVERED SURFACE BEYOND 8' FROM BUILDING. (DECK IS MORE THAN 5'-6" ABOVE GRADE) 613.1 SF OF GARAGE 2521.1 SF OF CONDITIONED SPACE 527 TOTAL OF ROOF OVERHANGS (EXEMPT BECAUSE WITHIN 8' OF HOME) 108.4 SF OF UNCOVERED PATIO (EXEMPT FROM FLOOR AREA BECAUSE LESS THEN 30" ABOVE GRADE) 159.4 SF OF COVERED PORCH OVER 8' FROM HOME. COVERED PORCH EXEMPT FROM FLOOR AREA BECAUSE WITHIN 8' FROM HOME. 341 SF COVERED DECK EXEMPT FROM FLOOR AREA BECAUSE WITHIN 8' FROM HOME AND LESS THAN 15% OF FLOOR AREA B A C B A C DD EE 683.3 SF ATTIC AREA OVER 5'-6" TALL 257. 4 SF ATTIC AREA OVER 5'-6" TALL N 1-COVER Fi l e : Ar l i a n - p l a n _ 3 3 P r i n t d a t e : Mo n d a y , O c t o b e r 1 5 , 2 0 1 8 1 1 : 3 1 : 3 8 A M Progress Print Date: 10.15.2018 File: Arlian-plan_33 All designs, ideas, arrangements and plans indicated by these drawings and specifications are the property and copyright of the Architect and shall neither be used on any other work nor be used by any other person for any use whatsoever without written permission. COPYRIGHT Title: Pitkin County Stamp: DATE REVISION 72 6 C o a l C r e e k R o a d Lo t 4 R e d s t o n e U n i q u e Re d s t o n e , P i t k i n C o u n t y , C o l o r a d o PI D 27 2 9 1 8 4 0 0 0 0 3 Ar l i a n H o m e GENERAL NOTES: ·Verify all critical dimensions in the field. ·Drawings and Specifications are instruments of service and shall remain the property of the Architect whether the project for which they are made is executed or not. Drawings are for this project and this project only. They are not to be used by the Owner on other projects or extensions to this project. ·All construction shall meet the currently adopted editions of the code in jurisdiction: IRC, IBC, IECC, UMC, IPC, & 2011 NEC, and any additional requirements of the local building department. ·Contractor to verify all dimensions and existing conditions before beginning work, and notify Architect of any discrepancies. ·Do not scale drawings- all dimensions on new construction to face of stud, face of concrete or centerline of columns, unless noted otherwise. Dimensions on existing construction to face of finish, unless noted otherqise. ·During construction, Contractor is to notify Architect of any unforeseen foundation, structural or other problems. ·These Construction Documents are meant to represent the finished structure. The Contractor is solely responsible for the means and methods of construction. ·Any changes to the Construction Documents required or made due to alternatives or substitutions proposed by the Contractor are the responsibility of the Contractor. ·The Contractor shall exercise care and take full responsibility to flash, seal and waterproof the entire building. ·Coordinate all openings through floors, walls and roofs with the Mechanical and Electrical Contractors. Notify Structural Engineer of any openings to be cut in structural members. OWNER: Alvin R. Arlian Living Trust Al Arlian 307 S. Friendly Glen Payson, AZ 85541 303.880.3841 alarlian4@gmail.com ARCHITECT: Confluence Architecture 515 Crystal Circle Carbondale, CO 81623 Mark McLain, Project Architect 970.963.9720 mark@confluencearchitecture.com STRUCTURAL ENGINEER: Ernest Kollar Engineers, Inc. Ernest Kollar 320 Main St. #203 Carbondale, CO 81623 erniekollar@sopris.net 970.963.3233 CIVIL ENGINEER: Timberline Engineering, LLC Dave Anderson PO Box 842 Carbondale, CO 81623 timberlineengineering@gmail.com 970.963.9869 GEOTECHNICAL ENGINEER: HP Kumar 5020 County Road 124 Glenwood Springs, CO 81601 970.945.7988 SEPTIC ENGINEER All Services Septic Carla Ostberg 33 Four Wheel Drive Carbondale, CO 81623 carla.ostberg@gmail.com GENERAL CONTRACTOR: Independent Construction Chris Leintz PO Box 665 Basalt, CO 81621 myttma1@gmail.com PROJECT DIRECTORY: DESCRIPTION OF WORK Work is appox. 2521 sf, new, single family home. Home contains 3 bedrooms, 2 bathrooms, and a 2 car garage. The home is sited approx. 175' off of Coal Creek Road. A new 450' long gravel driveway will be built. Driveway will include a fire truck 'Y' shaped turnaround. A number of boulder retaining walls will be built for the driveway. Walls will be less than 4' tall. A new septic tank and field will be installed. Water will be supplied from an existing well. Electric will run underground from existing overhead electric. A 1000 gallon buried propane tank will be provided. CODES Jurisdiction:Pitkin County Zone:RS-30 PUD Codes:IRC 2009, IECC 2009 Height Limit:28' Floor Area LImit:5750 sf Side Yard:10 ft Rear Yard:30 ft 1-COVER V-1.001 A1.001 A1.002 A1.003 C.1.001 C.1.002 C1.003 A2.001 A2.002 A3.001 A3.002 A4.001 A4.002 A6.001 A6.002 A6.003 A6.004 A6.005 S.0.1 S.2.1 S.2.2 S.2.3 S.6.1 S.6.2 W1.0 W2.0 W3.0 W4.0 INDEX OF DRAWINGS COVER SURVEY SITE PLAN LANDSCAPE PLAN CONST. MANAGEMENT PLAN SITE PLAN WITH VICINITY MAP DETAILED GRADING & ROOF DRAINAGE PLAN GRADING, DRAINAGE & EROSION CONTROL PLAN MAIN FLOOR PLAN ROOF PLAN ELEVATIONS ELEVATIONS SECTIONS SECTIONS WALL SECTIONS ENERGY CONSERVATION SCHEDULES, TRUSS PROFILES DETAILS DETAILS STRUCTURAL GENERAL NOTES FOUNDATION PLAN & DETAILS MAIN LEVEL FRAMING PLAN ROOF FRAMING PLAN DETAILS DETAILS SEPTIC OVERALL PLAN SEPTIC SITE PLAN SEPTIC DETAILS SOILS LOGS PARCEL DESCRIPTION LOT4- REDSTONE UNIQUE SW 1 4 SECTION 17 & THE SE 1 4 SECTION 18,TOWNSHIP 10 SOUTH, RANGE 88 WEST OF THE 6TH PM PARCEL ID# 272918400003 Vicinity Map COVER & NOTES 5-20-60: MEASUREMENT OF BUILDING HEIGHT Pitched Roofs (1) There shall be no mid-point of a roof that exceeds the prescribed height above existing or finished grade, whichever is lower. The mid-point of the roof shall be defined as the point that is halfway between the top of the ridge, and the eave-point. The eave-point is that point in the roof plane that is directly above the outside of the wall below. In the case of a covered deck or patio, the eave-point shall be the point that is directly above the outside face of the structure, or three (3) feet in from the edge of the roof, whichever is more restrictive. (2) There shall be no point of any ridge or other roof peak that exceeds the prescribed height above the existing or finished grade, whichever is lower, by more than five (5) feet. (3) There shall be no eave-point that exceeds the prescribed height above existing or finished grade, whichever is lower. Exception to this is if the ridge lines that extend to the outside face of a building to form a gabled end will be permitted, to the extent that they conform to subsection (2) above. 5-20-70 MEASUREMENT OF FLOOR AREA (a)GENERAL IN MEASURING FLOOR AREA, ALL DIMENSIONS SHALL BE TAKEN FROM THE OUTSIDE FACE OF FRAMING OR OTHER PRIMARY WALL MEMBERS. VENEER FACADES UP TO EIGHT (8) INCHES IN THICKNESS SHALL BE EXCLUDED FROM THE CALCULATION OF FLOOR AREA; THAT PORTION OF A FAÇADE WHICH EXCEEDS EIGHT (8) INCHES SHALL BE INCLUDED. FIREPLACES, ELEVATORS, STAIRS AND SIMILAR FEATURES ARE INCLUDED IN THE FLOOR AREA ON EACH FLOOR. STRUCTURES THAT DO NOT EXCEED THIRTY (30) INCHES IN HEIGHT MEASURED ABOVE OR BELOW FINISHED AND NATURAL GRADES, AND THAT ARE NOT COVERED BY A ROOF OR HORIZONTAL PROJECTION FROM A BUILDING ARE EXEMPT FROM FLOOR AREA CALCULATIONS. A MINIMUM OF TWO PERCENT (2%) OF THE TOTAL FLOOR AREA AS CALCULATED UNDER THE LATEST ADOPTED BUILDING CODES, OR FIFTY (50) SQ. FT., WHICHEVER AMOUNT IS GREATER, SHALL BE A DEDICATED MECHANICAL AREA OF AT LEAST SEVEN FEET (7’) IN HEIGHT, WHICH AREA SHALL CONTAIN MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT, BUT NO LAUNDRY OR OTHER HOUSEHOLD USES OR APPLIANCES. THE MECHANICAL AREA MAY BE DISPERSED IN MORE THAN ONE LOCATION. (b)ROOF AND DECK OVERHANGS THE FLOOR AREA OF A BUILDING, OR PORTION OF A BUILDING, NOT PROVIDED WITH SURROUNDING EXTERIOR WALLS SHALL INCLUDE THE AREA UNDER THE HORIZONTAL PROJECTION OF ROOFS OR FLOORS, WHEN THE ROOF OR FLOOR EXCEEDS EIGHT (8) FEET. THESE ARCHITECTURAL PROJECTIONS ARE EXEMPT FOR EIGHT (8) FEET OF THE PERIMETER OF EACH STORY OF THE STRUCTURE. THIS EXEMPTION CANNOT BE USED TO TRANSFER SPACE BETWEEN FLOORS. ROOF AND DECK OVERHANGS GREATER THAN EIGHT (8) FEET MAY ONLY BE CONVERTED TO ENCLOSED INTERIOR AREAS WHEN THE RESULTING FLOOR AREA DOES NOT EXCEED MAXIMUM FLOOR AREA THAT WOULD OTHERWISE BE APPLICABLE TO THE PROPERTY UNDER TABLE 5-1. (c)DECKS, BALCONIES, STAIRWAYS AND SIMILAR FEATURES STRUCTURES THAT EXCEED THIRTY (30) INCHES ABOVE NATURAL OR FINISHED GRADE, AND THAT ARE NOT COVERED BY A ROOF OR ARCHITECTURAL PROJECTION FROM A BUILDING, ARE EXEMPT FROM FLOOR AREA FOR UP TO FIFTEEN (15) PERCENT OF THE APPROVED FLOOR AREA FOR THE SUBJECT PARCEL OR LOT. ANY AREAS IN EXCESS OF FIFTEEN (15) PERCENT SHALL BE COUNTED TOWARD FLOOR AREA. DECKS, BALCONIES, STAIRWAYS, AND SIMILAR FEATURES WITH A HORIZONTAL PROJECTION GREATER THAN EIGHT (8) FEET MAY ONLY BE CONVERTED TO ENCLOSED INTERIOR AREAS WHEN THE RESULTING FLOOR AREA DOES NOT EXCEED MAXIMUM FLOOR AREA THAT WOULD OTHERWISE BE APPLICABLE TO THE PROPERTY UNDER TABLE 5-1. (e)ATTIC ATTIC MEANS AN AREA BETWEEN ROOF FRAMING AND THE CEILING FRAMING OF THE ROOM(S). ATTICS ARE EXEMPT FROM THE CALCULATION OF FLOOR AREA WHEN LESS THAN FIVE (5)FEET SIX (6) INCHES IN HEIGHT. SITE MEASUREMENT NOTES: Floor Area Plans BUILDING GROSS AREA PER IBC ENTIRE AREA INCLUSIVE OF EXTERIOR WALLS AND USEABLE EXTERIOR AREAS COVERED BY A ROOF. 3889.9 SF LEGAL DESCRIPTION WARRANTY DEED RECEPTION NO. 639429 PARCEL OF LAND SITUATED IN THE SW1/4 OF SECTION 17 AND THE SE1/4 OF SECTION 18, TOWNSHIP 10 SOUTH, RANGE 88 WEST OF THE SIXTH PRINCIPAL MERIDIAN, SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTH QUARTER CORNER OF SAID SECTION 18, A B.L.M. ALUMINUM CAP IN PLACE, THE TRUE POINT OF BEGINNING; THENCE S 89°52'50" E ALONG THE SOUTHERLY LINE OF SAID SECTION 18 877.54 FEET; THENCE LEAVING SAID SOUTHERLY LINE N 71°03'30" E 1993.37 FEET TO A POINT ON THE CENTERLINE OF COAL BASIN ROAD; THENCE ALONG SAID CENTERLINE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 307.16 FEET, A CENTRAL ANGLE OF 39-32-37", A DISTANCE OF 211.99 FEET, (CHORD BEARS N 26°10'06" W 207.81 FEET); THENCE N 06°23'48"W 197.11 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 407.66 FEET, A CENTRAL ANGLE OF 23-50-06", A DISTANCE OF 169.59 FEET, (CHORD BEARS N 18°18'51" W 168.37 FEET); THENCE N 30°13'54" W 171.29 FEET; THENCE LEAVING SAID CENTERLINE S 57°00'22" W 500.00 FEET; THENCE S 68°45'38" W 2243.84 FEET TO A POINT ON THE WESTERLY LINE OF THE SE1/4 OF SAID SECTION 18; THENCE S 00°07'57" E ALONG SAID WESTERLY LINE 250.32 FEET TO THE TRUE POINT OF BEGINNING. TOGETHER WITH A PERPETUAL NON-EXCLUSIVE EASEMENT OVER AND ACROSS COAL HAUL ROAD TO COLORADO 133 AS SET FORTH IN DEED RECORDED MARCH 30, 1995 IN BOOK 777 AT PAGE 466. COUNTY OF PITKIN STATE OF COLORADO SURVEY NOTES: 1. DATE OF FIELD SURVEY: JANUARY 15, 2018. 2. LINEAR UNITS USED TO PERFORM THIS SURVEY WERE U.S. SURVEY FEET. 3. THIS EXISTING CONDITIONS SURVEY IS NOT BE CONSTRUED AS A MONUMENTED LAND SURVEY OR AN IMPROVEMENT SURVEY PLAT. 4. THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS AND EASEMENTS OF RECORD OR IN PLACE. 5. ELEVATIONS SHOWN HEREON WERE DERIVED FROM GPS OBSERVATIONS FROM AN ON -SITE TOPOGRAPHIC SURVEY PERFORMED ON 01-15-18 AND ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29) YIELDING AN ON -SITE BENCHMARK ELEVATION AS SHOWN HEREON. 6. CONTOUR INTERVAL EQUAL 2 FOOT. SOUT}f 1/4 CORNER SECTION 18 1922 C,LO BRASS CAR EXISTING CONDITIONS SURVEY LOT 4 - REDSTONE UNIQUE SITUATED IN THE SW1/4 OF SECTION 17 &THE SE1/4 OF SECTION 18 2��sroN� uNrqu� TOWNSHIP 10 SOUTH, RANGE 88 WEST OF THE 6TH PM COUNTY OF PITKIN, STATE OF COLORADO PITKIN COUNTY PARCEL NO. 272918400003 vi S6S�5� EAST 1/16 CORNER SECTION 18/19 1988 BLM ALUMINUM CAR N 30, 2��STONE UNIQUE N 0 50' 100' 200' SCALE: 1" = 100' SI7T 3ENCH MARK, 30.0' WITNESS CORNER REBAR & 1-1/4 YELLOW PLASTIC CAP LS19598 ELEVATION: 7344.07 (NW02 9) VICINITY MAP SCALE: 1" = 1,SUU' COAL CREAK, ROT 60' (ROADWAY EASEMENT BOOK 777 PACE 466 (PAVEDROADWAY) -60' 20ADWAY EASEMENT 1300K 777 PAGE 466 33.24' WITNESS CORNER \ \ REBAR & 1-1/4 YELLOW PLASTIC CAP LS19598 LINE CHART' LINE BEARING DISTANCE Ll N 06`23'48° W 197.11' L2 N 30°13'54" W 171.29' CURVE TABLE CL(RVE RADIUS LEN(W-H CHORD BEARING DELTA C1 307.16' 211.99' 207.81' N 26`10'06" W 39'32'37" C2 407.66' 169.59' 168.37' N 18`18'51"W 23'50'06" LEGEND ❑ TELEPHONE PEDESTAL `� POWER BOLE E-- (BUY ANCHOR OE OVERHEAD ELECTRIC LINE A(] p,00 LiCF 0\0..I I I.... /� 0 V �Y P, 0 • • [2 5 NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. C O A L B A S I N R O A D OVERHEAD ELECTRIC LINES ROAD EASEMENTROAD EASEMENT POWER POLE POWER POLE EXISTING DRIVE TO BE ABANDONED GUEST PARKING 16' WIDE GRAVEL DRIVEWAY, SEE CIVIL DRAWINGS. UNDER SEPARATE ACCESS PERMIT SEPTIC FIELD FIRE TRUCK 'T' TURNAROUND SEE CIVIL DRAWINGS. UNDER SEPARATE ACCESS PERMIT CONCRETE APRON AT GARAGE DOOR AND WALK 2-4' BOULDER RETAINING WALL W HOME ON 1 LEVEL ACTIVITY ENVELOPE 3.324 ACRES 60'-0" 2-4' BOULDER RETAINING WALL 100' DISTANCE FROM WELL TELEPHONE PEDESTAL 18" EXISTING CMP PROPOSED EXTERIOR DECK TO FOLLOW FIRE RESISTANT CONSTRUCTION RULES. NO ITEMS TO BE STORED BELOW. GRAVEL GROUND COVER BELOW PA R K 1 PA R K 2 73 6 8 73 7 0 73 7 2 73 7 4 73 7 6 73 7 8 73 7 2 73 8 0 73 6 6 73 6 4 73 6 0 E X I S T I N G 73 5 8 73 5 6 73 6 8 73 6 6 73 6 4 73 6 2 73 6 0 73 7 0 73 7 0 FLAGSTONE PATIO FLAGSTONE AT ENTRY 73 6 4 N E W 73 6 6 N E W 73 6 2 N E W 73 6 2 73 6 0 73 6 8 N E W 73 7 0 N E W 73 7 0 T.O. F L O O R 7370 . 0 ' SEPTIC TANK 73 6 0 N E W 736 2 E X I S T I N G 73 6 4 E X I S T I N G 7 3 6 6 E X I S T I N G 73 6 8 E X I S T I N G 7 3 7 0 E X I S T I N G 73 7 2 N E W 73 7 2 E X I S T I N G COAL CREEKROAD INDEX GRAVEL DRIVE SURFACE, GRAVEL MULCH CONCRETE HARDSCAPE FLAGSTONE NSite Plan Fi l e : Ar l i a n - p l a n _ 3 3 P r i n t d a t e : Th u r s d a y , A u g u s t 3 0 , 2 0 1 8 2 : 2 1 : 4 2 P M Progress Print Date: 8.30.2018 File: Arlian-plan_33 All designs, ideas, arrangements and plans indicated by these drawings and specifications are the property and copyright of the Architect and shall neither be used on any other work nor be used by any other person for any use whatsoever without written permission. COPYRIGHT Title: Pitkin County Stamp: DATE REVISION 72 6 C o a l C r e e k R o a d Lo t 4 R e d s t o n e U n i q u e Re d s t o n e , P i t k i n C o u n t y , C o l o r a d o PI D 27 2 9 1 8 4 0 0 0 0 3 Ar l i a n H o m e NOverall Site Plan A-1.001 SITE PLAN NOTE: 1.SEE CIVIL DRAWINGS FOR GRADING 2.DRIVEWAY, UNDERGROUND UTILITIES, BOULDER RETAINING WALLS AND TREE REMOVAL ARE UNDER SEPARATE ACCESS PERMIT. #0062.2018.PAEM W 60'-0" NON-FLAMMABLE ORNAMENTAL PLANTS OR HARDSCAPES WITHIN 10' OF HOME. NO ASPEN TREES WITHIN 10' RESEED DISTURBED AREA WITH PITKIN COUNTY SEED MIX PER NOTES FILL IN TEST PIT, RE-SEED DEFENSIBLE SPACE 100' FROM HOME: REMOVAL ALL DEADFALL DEFENSIBLE SPACE 30' FROM HOME TO HAVE ONLY 5 CONIFEROUS TREES WITH 20' BETWEEN SINGLE TREES AND 30' BETWEEN CLUMPS. NO MORE THAN 3 TREES PER CLUMP EXISTING DRIVEWAY TO BE MECHANICALLY MANIPULATED AND RE-SEEDED EXISTING 2-TRACK ROAD TO BE MECHANICALLY MANIPULATED AND RE-SEEDED SEPTIC FIELD TO BE RE-SEEDED 73 6 8 73 7 0 73 7 2 73 7 4 73 7 6 73 7 8 73 7 2 73 8 0 73 6 6 73 6 4 73 6 0 E X I S T I N G 73 5 8 73 5 6 73 6 8 73 6 6 73 6 4 73 6 2 73 6 0 73 7 0 73 7 0 73 6 4 N E W 73 6 6 N E W 73 6 2 N E W 73 6 2 73 6 0 73 6 8 N E W 73 7 0 N E W 73 7 0 18" DBH 6" DBH 6" DBH 6" DBH 6" DBH 6" DBH 12" DBH 6" DBH 6" DBH 6" DBH 6" DBH 12" DBH 6" DBH 6" DBH 12" DBH 12" DBH 12" DBH 12" DBH 12" DBH 6" DBH 6" DBH 12" DBH 12" DBH 18" DBH 12" DBH 12" DBH 12" DBH12" DBH 6" DBH 12" DBH 12" DBH 12" DBH 6" DBH 12" DBH 6" DBH 18" DBH6" DBH 12" DBH 18" DBH 12" DBH 18" DBH 18" DBH 18" DBH 12" DBH 18" DBH 12" DBH 12" DBH 12" DBH 6" DBH 6" DBH 18" DBH 18" DBH 12" DBH 18" DBH 18" DBH 12" DBH 6" DBH 12" DBH 6" DBH 18" DBH 12" DBH 18" DBH 12" DBH 6" DBH 12" DBH 3 EXISTING CONIFERS TO REMAIN. TO BE TREATED AS PART OF HOME AND DEFENSIBLE SPACE AREAS CREATED AROUND THEM ACTIVITY ENVELOPE, TYP. PROPERTY LINE ENSURE NO TREE LIMBS OVER DRIVEWAY 73 6 0 N E W 736 2 E X I S T I N G 73 6 4 E X I S T I N G 7 3 6 6 E X I S T I N G 73 6 8 E X I S T I N G 7 3 7 0 E X I S T I N G 73 7 2 N E W 73 7 2 E X I S T I N G INDEX GRAVEL DRIVE SURFACE, GRAVEL MULCH CONCRETE HARDSCAPE FLAGSTONE MIX OF IRRIGATED TURF GRASS, ORNAMENTAL PLANTS AND NON-BURNING GROUND COVER PITKIN COUNTY GRASS SEED MIX PER NOTES IRRIGATE TO ESTABLISH ONLY MANUAL MANIPULATION TO REJUVENATE ASPEN GROWTH-CLEAR OVERSTORY AND RIP ROOTS. LIGHT SEEDING WITH PITKIN COUNTY GRASS SEED MIX PER NOTES EXISTING TREE TO REMAIN (NOTE ONLY 3 EXISTING TREES TO REMAIN LOCATED) NEW TREE- MIX OF COLORADO SPRUCE 4" DBH, BLUE SPRUCE 4" DBH, AND ASPEN 2" DBH - 50 NEW TREES TOTAL. ASPEN REGENERATION WILL FILL IN OTHER GROWTH. EXISTING 6" D.B.H. OR MORE CONIFER TREE TO BE REMOVED EXISTING 6" D.B.H. OR MORE ASPEN TREE TO BE REMOVED EXISTING 6" D.B.H.OR MORE BOX ELDER TREE TO BE REMOVED N A-1.002 Landscape & Fire Control Plan Fi l e : Ar l i a n - p l a n _ 3 3 P r i n t d a t e : Tu e s d a y , S e p t e m b e r 4 , 2 0 1 8 1 1 : 2 5 : 0 1 A M Progress Print Date: 9.4.2018 File: Arlian-plan_33 All designs, ideas, arrangements and plans indicated by these drawings and specifications are the property and copyright of the Architect and shall neither be used on any other work nor be used by any other person for any use whatsoever without written permission. COPYRIGHT Title: Pitkin County Stamp: DATE REVISION 72 6 C o a l C r e e k R o a d Lo t 4 R e d s t o n e U n i q u e Re d s t o n e , P i t k i n C o u n t y , C o l o r a d o PI D 27 2 9 1 8 4 0 0 0 0 3 Ar l i a n H o m e SEED OR PLANT PERMANENT VEGETATION IN AREAS 1 TO 4 MONTHS AFTER THE FINAL GRADE IS ACHIEVED UNLESS TEMPORARY STABILIZATION MEASURES ARE IN PLACE. MAXIMIZE SUCCESSFUL PLANT ESTABLISHMENT WITH PLANNING: ·CONSIDERING SOIL CHARACTERISTICS ·SELECTING PLANT MATERIALS THAT ARE SUITABLE FOR THE SITE ·PREPARING, LIMING, AND FERTILIZING THE SEEDBED ADEQUATELY ·PREPARE AND AMEND THE SOIL ON A DISTURBED SITE TO PROVIDE SUFFICIENT NUTRIENTS FOR SEED GERMINATION AND SEEDLING GROWTH. LOOSEN THE SOIL SURFACE ENOUGH FOR WATER INFILTRATION AND ROOT PENETRATION. ·PROTECT SEEDS WITH MULCH TO RETAIN MOISTURE, REGULATE SOIL TEMPERATURES, AND PREVENT EROSION DURING SEEDLING ESTABLISHMENT. REVEGITATE WITH THE FOLLOWING, PITKIN COUNTY APPROVED SEED MIX: SLENDER WHEAT 'SAN LUIS'30% MOUNTAIN BROME 'GARNET'30% WESTERN WHEATGRASS 'ARRIBA'15% FESCUE, 'ARIZONA' OR 'IDAHO'15% GREEN NEEDLEGRASS 'LODORM'10% 1.PLANT NON FLAMMABLE ORNAMENTAL PLANTS OR HARDSCAPE SURFACES WITHIN 10' PERMITER OF HOME 2.NO FLAMMABLE MULCHES WITHIN 2' OF STRUCTURE. 3.BRUSH, DEBRIS AND NON-ORNAMENTAL VEGETATION SHALL BE REMOVED WITHIN A MINIMUM TEN-FOOT (10') PERIMETER AROUND ALL STRUCTURES. NO ASPEN TREES S WITH IN 10' OF HOME. 4.WITHIN A THIRTY (30) FOOT PERIMETER AROUND HOME: REMOVE STANDING DEAD ASPEN, REDUCE EXISTING CONIFERS TO 5 TOTAL SEPARATED AS SINGLE TREES BY 20' OR AS CLUMPS BY 30' AS SHOWN. PRUNE ALL EXISTING TREES UP 10' FROM GROUND, REMOVE LADDER FUELS FROM AROUND TREES AND BRUSH, SHRUBS AND BRUSH SHALL BE SPACED AT 2X THE HEIGHT OF FUEL MEASURED FROM THE CROWN, KEEP IRRIGATED GRASSED MOWED TO HEIGHT OF 6" OF LESS. 5.NO TREES SHALL BE WITHIN 15' OF A WINDOW. 6.STORE FIREWOOD A MINIMUM OF 15' AND PREFERABLY UPHILL OF THE STRUCTURE 7.DO NOT STORE FLAMMABLE MATERIALS UNDER DECK 8.WOOD FENCES MAY NOT CONNECT TO STRUCTURE 9.ALL BRANCHES THAT EXTEND OVER THE ROOF EAVES SHALL BE TRIMMED AND ALL BRANCHES WITHIN FIFTEEN (15) FEET OF CHIMNEYS SHALL BE REMOVED. 10.WITHIN A ONE HUNDRED (100) FOOT PERIMETER OF THE HOME , ALL DEADFALL SHALL BE REMOVED. 11.NO TREE LIMBS SHALL GO OVER DRIVEWAY 1.TALL OVERLY MATURE TREES AND STANDING DEAD TREES (SNAGS) SHOULD BE RETAINED AT THE RATE OF TWO (2) TO FIVE (5) PER ACRE WHENEVER POSSIBLE AS NESTING AND PERCHING HABITAT. 2.FRUIT BEARING TREES AND SHRUBS ARE PROHIBITED. THIS DOES NOT INCLUDE PRE-EXISTING NATIVE TREES AND SHRUBS. NOTE: 1.ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RE-VEGETATED WITH NATIVE SHRUBS AND GRASSES WITHIN ONE GROWING SEASON OF THE PROJECT'S COMPLETION. LANDSCAPE PLAN SEEDING NOTES: ALL PLANT MATERIALS TO BE SELECTED FROM THE PITKIN COUNTRY RE-VEGETAION GUIDE. SEED OR PLANT PERMANENT VEGETATION IN AREAS 1 TO 4 MONTHS AFTER THE FINAL GRADE IS ACHIEVED UNLESS TEMPORARY STABILIZATION MEASURES ARE IN PLACE. MAXIMIZE SUCCESSFUL PLANT ESTABLISHMENT WITH PLANNING: ·CONSIDERING SOIL CHARACTERISTICS ·SELECTING PLANT MATERIALS THAT ARE SUITABLE FOR THE SITE ·PREPARING, LIMING, AND FERTILIZING THE SEEDBED ADEQUATELY ·PREPARE AND AMEND THE SOIL ON A DISTURBED SITE TO PROVIDE SUFFICIENT NUTRIENTS FOR SEED GERMINATION AND SEEDLING GROWTH. LOOSEN THE SOIL SURFACE ENOUGH FOR WATER INFILTRATION AND ROOT PENETRATION. ·PROTECT SEEDS WITH MULCH TO RETAIN MOISTURE, REGULATE SOIL TEMPERATURES, AND PREVENT EROSION DURING SEEDLING ESTABLISHMENT. NEW TREES LOCATION TO BE CONFIRMED AFTER WILDFIRE MITIGATION MEASURES HAVE BEEN IMPLEMENTED AND APPROVED. SPECIES WILL BE: ASPEN, COLORADO BLUE SPRUCE, COLORADO SPRUCE, OR DOUGLAS FIR. NO VEGETATION CLEARING TO OCCUR FROM LATE APRIL TO MID JULY TO PROTECT NESTING MIGRATORY BIRDS AND ELK AND DEER CALVING. SEE MOUNTAIN WEST ECOLOGICAL ASSESSMENT REPORT DATED NOVEMBER 2017. PLANTING NOTES: DEFENSIBLE SPACE NOTES: TREE NOTES: 1. PER MOUNTAIN WEST ECOLOGICAL ASSESSMENT REPORT DATED NOVEMBER 2017, EVERY OPPORTUNITY SHOULD BE TAKEN TO REGENERATE AGING ASPEN FOREST. AFTER FIRE MITIGATION WORK IS COMPLETE AND IN AREAS WHERE ASPEN TREES ARE DESIRED, THE OVERSTORY IS TO BE TRIMMED AND THE EARTH SCARIFIED TO RIP EXISTING ASPEN TREE ROOTS. THIS WILL STIMULATE NEW ASPEN GROWTH. AREAS WHERE THIS IS APPROPRIATE ARE HATCHED ON THE LANDSCAPE PLAN. ASPEN REGENERATION NOTES: NOTE: 1.SEE CIVIL DRAWINGS FOR GRADING 2.DRIVEWAY, UNDERGROUND UTILITIES, BOULDER RETAINING WALLS AND TREE REMOVAL ARE UNDER SEPARATE ACCESS PERMIT. #0062.2018.PAEM W 60'-0" 73 6 8 73 7 0 73 7 2 73 7 4 73 7 6 73 7 8 73 7 2 73 8 0 73 6 6 73 6 4 73 6 0 E X I S T I N G 73 5 8 73 5 6 73 6 8 73 6 6 73 6 4 73 6 2 73 6 0 73 7 0 73 7 0 73 6 4 N E W 73 6 6 N E W 73 6 2 N E W 73 6 2 73 6 0 73 6 8 N E W 73 7 0 N E W 73 7 0 ACTIVITY ENVELOPE. ENVELOPE TO BE STAKED AND FENCED PRIOR TO START OF CONSTRUCTION ORANGE CONSTRUCTION FENCE. ORANGE CONSTRUCTION FENCE FOR TREE PROTECTIONPARK 1 PARK 2 MATERIAL STORAGE AND STAGING JOB TRAILER PARK 3 TOP SOIL STOCK PILE. COVER WITH TARP. PORTA POTTY CONCRETE WASHOUT AREA P A R K 4 P A R K 5 CONSTRUCTION DUMPSTER CONSTRUCTION RECYCLING CONSTRUCTION SIGN LOCATION SIGN TO INCLUDE: ADDRESS: 726 COAL BASIN ROAD GC:INDEPENDENT CONTRACTOR GC PHONE: 379-3879 PERMIT NUMBER: 73 6 0 N E W 736 2 E X I S T I N G 73 6 4 E X I S T I N G 7 3 6 6 E X I S T I N G 73 6 8 E X I S T I N G 7 3 7 0 E X I S T I N G 73 7 2 N E W 73 7 2 E X I S T I N G N A-1.003 Construction Management Plan Fi l e : Ar l i a n - p l a n _ 3 3 P r i n t d a t e : Mo n d a y , O c t o b e r 1 5 , 2 0 1 8 1 2 : 3 7 : 4 7 P M Progress Print Date: 10.15.2018 File: Arlian-plan_33 All designs, ideas, arrangements and plans indicated by these drawings and specifications are the property and copyright of the Architect and shall neither be used on any other work nor be used by any other person for any use whatsoever without written permission. COPYRIGHT Title: Pitkin County Stamp: DATE REVISION 72 6 C o a l C r e e k R o a d Lo t 4 R e d s t o n e U n i q u e Re d s t o n e , P i t k i n C o u n t y , C o l o r a d o PI D 27 2 9 1 8 4 0 0 0 0 3 Ar l i a n H o m e CONSTRUCT. MANAGE. DISTURBANCE AREA FOR DRIVEWAY AND UNDERGROUND UTILITIES = 30,400 SF DISTURBANCE AREA FOR HOME AND SEPTIC SYSTEM = 14,000 SF DISTURBANCE AREA 1.At least 1 week prior to first required inspection, contractor shall call County inspection line at 970-920-5532 to request a construction management inspection. 2.An onsite Construction Management Plan shall be maintained on site at all times. County officials may ask to see the plan. 3.See Pitkin County CMP Manual for County expectations and best management practices. 4.All properties that share a property boundary and property directly ocross Coal Creek Rd. shall be sent a letter outlining planned construction schedule and provide GC contact information. 5.A project sign will be provided. See location on plan. Sign shall be posted at entry of new driveway to Coal Creek Road and be readable from the street. 6.Hours of construction are limited to 7am-7pm Monday through Saturday. No construction permitted on Sundays and federally designated holidays. 7.Building envelope to be staked prior to construction. Orange construction fencing to be installed as indicated on plan. 8.Provide protection of trees to remain on site with fencing at drip edge as indicated on the plan. 9.Contractor shall maintain emergency vehicle access at all times. 10.Construction parking to be provided per plan. Parking to be provided on site whenever possible. 11.Deliveries to be limited to 2 at any given time. County road (Coal Creek Road) to not be blocked or impeded by deliveries at any time. Chris Leintz to be in charge of coordination of all deliveries. Delivery vehicles are not to idle for more than 5 minutes. 12.Fugitive dust to be controlled as needed with watering. 13.Install ECMs (Erosion Control Measures ) to prevent soil from leaving the site. Maintain ECMs through construction until soil have been re-vegetated. Repair or augment as required. See Civil Drawings for ECM'S. 14.Inspect all erosion control devises weekly and after any rainfall event. 15.Concrete washout to be located on site as per plan. 16.Construction water discharge to be kept to a minimum. 17.Strip top soil prior to excavation and stockpile for redistribution after final grading and prior to landscaping. 18.Mulches and/or temporary cover shall be used on exposed soil areas. 19.No development, including grading, excavation, fill placement, driveway, turnaround, berms, landscaping, vegetation removal or disturbance, shall occur outside of the approved activity envelope, with the exception of measures to comply with the wildfire mitigation required herein. CONSTRUCTION MANAGEMENT PLAN NOTES: WORK IS APPOX. 2515 SF, NEW, SINGLE FAMILY HOME. HOME CONTAINS 3 BEDROOMS, 2 BATHROOMS, AND A 2 CAR GARAGE. THE HOME IS SITED APPROX. 175' OFF OF COAL CREEK ROAD. A NEW 375' LONG GRAVEL DRIVEWAY WILL BE BUILT. DRIVEWAY WILL INCLUDE A FIRE TRUCK 'Y' SHAPED TURNAROUND. A NUMBER OF BOULDER RETAINING WALLS WILL BE BUILT FOR THE DRIVEWAY. WALLS WILL BE LESS THAN 4' TALL. A NEW SEPTIC TANK AND FIELD WILL BE INSTALLED. WATER WILL BE SUPPLIED FROM AN EXISTING WELL. ELECTRIC WILL RUN UNDERGROUND FROM EXISTING OVERHEAD ELECTRIC. A 1000 GALLON BURIED PROPANE TANK WILL BE PROVIDED. WORK WILL BE BROKEN INTO 2 PHASES: PHASE 1 -DRIVEWAY, UNDERGROUND UTILITIES, AND CLEARING (2 MONTHS FROM ISSUANCE OF PERMIT) PHASE 2- HOME AND SEPTIC (10 MONTHS FROM ISSUANCE OF PERMIT) PROJECT DESCRIPTION CONTACT LIST OWNER: Alvin R. Arlian Living Trust 307 S. Friendly Glen Payson, AZ 85541 303.880.3841 alarlian4@gmail.com GENERAL CONTRACTOR, SAFETY TRAFFIC CONTROL, SAFETY: Independent Construction Chris Leintz PO Box 665 Basalt, CO 81621 myttma1@gmail.com ELECTRIC: Holy Cross Energy 3799 Highway 82 PO Box 2150 Glenwood Springs, CO 81602 970.945.5491 CARBONDALE & RURAL FIRE PROTECTION DISTRICT: 300 Meadowood Drive Carbondale, C0 81623 970.963.2491 PITKIN COUNTY SHERIFF: 506 E Main Street Aspen, CO 81611 970.920.5300 VALLEY VIEW HOSPITAL: 1906 Blake Ave. Glenwood Springs, CO 81601 970.945.6535 NVicinity Map SITE PRIMARY HAUL ROUTE COAL CREEK ROAD TO HWY 133 NORTH SECONDARY HAUL ROUTE COAL CREEK ROAD TO HWY 133 SOUTH NOTE: 1.SEE CIVIL DRAWINGS FOR GRADING 2.DRIVEWAY, UNDERGROUND UTILITIES, BOULDER RETAINING WALLS AND TREE REMOVAL ARE UNDER SEPARATE ACCESS PERMIT. #0062.2018.PAEM CONSTRUCTION MANAGEMENT PLAN SIGNATURE Title: Pitkin County Stamp: DATE REVISION TB D C o a l C r e e k R o a d Lo t 4 R e d s t o n e U n i q u e Re d s t o n e , P i t k i n C o u n t y , C o l o r a d o PI D 27 2 9 1 8 4 0 0 0 0 3 Ar l i a n H o m e TI M B E R L I N E E N G I N E E R I N G , L L C P. O . B o x 8 4 2 Ca r b o n d a l e , C o l o r a d o 8 1 6 2 3 97 0 . 9 6 3 . 9 8 6 9 ti m b e r l i n e e n g i n e e r i n g @ g m a i l . c o m COPYRIGHT 7/10/18 SUBMITTAL SET FO R C O N S T R U C T I O N 8/21/18 REVISED SUBMITTAL SET 8/30/18 BUILDING PERMIT SET SITE PLAN W/ VICINITY MAP C.1.001 SCALE: 1" = 30' 60300 FEET Sheet Index: C.1.001 SITE PLAN W/ VICINITY MAP C.1.002 DETAILED GRADING & ROOF DRAINAGE PLAN C.1.003 GRADING, DRAINAGE & EROSION CONTROL PLAN SCALE: 1" = 1000' 200010000 FEET ARLIAN RESIDENCE LOT 4, REDSTONE UNIQUE THE OWNER OR THE OPERATOR OF THE CONSTRUCTION ACTIVITY IS RESPONSIBLE FOR THE APPLICATION AND MAINTENANCE OF A "PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITY" FROM THE COLORADO DEPARTMENT OF HEALTH AND ENVIRONMENT, WATER QUALITY CONTROL DIVISION -- STORMWATER PROGRAM. THE APPLICATION IS REQUIRED AT LEAST 10 DAYS PRIOR TO THE ANTICIPATED START OF CONSTRUCTION. EARTHWORK: 2573 CYD CUT 1055 CYD FILL 1518 CYD CUT <NET> ABBREVIATION KEY XEL XEL Title: Pitkin County Stamp: DATE REVISION TB D C o a l C r e e k R o a d Lo t 4 R e d s t o n e U n i q u e Re d s t o n e , P i t k i n C o u n t y , C o l o r a d o PI D 27 2 9 1 8 4 0 0 0 0 3 Ar l i a n H o m e TI M B E R L I N E E N G I N E E R I N G , L L C P. O . B o x 8 4 2 Ca r b o n d a l e , C o l o r a d o 8 1 6 2 3 97 0 . 9 6 3 . 9 8 6 9 ti m b e r l i n e e n g i n e e r i n g @ g m a i l . c o m COPYRIGHT 7/10/18 SUBMITTAL SET FO R C O N S T R U C T I O N 8/21/18 REVISED SUBMITTAL SET 8/30/18 BUILDING PERMIT SET SCALE: 1" = 10' 20100 FEET DETAILED GRADING & ROOF DRAINAGE PLAN C.1.002 XE L XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL ABBREVIATION KEY NOTE:EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL LANDSCAPING IS COMPLETED, OR AS DIRECTED BY LOCAL JURISDICTION COMPACTED BACKFILL FLOW SECTION -NTS- 15 ' (MAXI M U M ) 4" 4" H SECTION A-A -NTS- 1 2 F T . ( M I N ) A A CDOT SECT. #703, AASHTO #3 COARSE AGGREGATE OR 6" (MINUS) ROCK, OR RECYCLED CONRETE = 6" (MINUS) ROCK NON-WOVEN GEOTEXTILE MEMBRANE 9" (MIN) NOTE:EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES AS DIRECTED BY THE LOCAL JURISDICTION CONSTRUCTION. UPON COMPLETION OF ALL ROCK TO BE REMOVED1. NOTES 2.PUBLIC ROADWAY TO BE KEPT CLEAN AND FREE OF MUD, DIRT AND DEBRIS AT ALL TIMES. COMPACTED SUBGRADE INSTALL ROCK FLUSH WITH OR BELOW TOP OF EXISTING GRADE PLAN VIEW ASECTION BERM BERM BE R M 3:1 3:1 3:1 3:1 8'x8' MIN. A 3:1 OR FLATTER SIDE SLOPES BERM AROUND PERIMETER OR AS REQUIRED TO CONTAIN WASTE CONCRETE 12" 2'-0" MIN.12" MIN. GROUND SURFACE COMPACTED EMBANKMENT MATERIAL, TYP. 8'x8' MIN. NOTES: 1.WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ONSITE. 2.WASHOUT AREA SHALL BE REPAIRED & ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 3.CONCRETE SHALL BE REMOVED FROM THE SITE AS NECESSARY & DISPOSED OF AT AN APPROVED WASTE SITE. 4.WASHOUT AREA IS TO BE INSPECTED WEEKLY, DURING AND AFTER ANY STORM EVENT. 5.LOCATION TO BE DETERMINED BY CONTRACTOR. 6.PORTABLE WASHOUT PROVIDED BY WASTE MANAGEMENT COMPANY MAY BE USED AS ALTERNATIVE. Title: Pitkin County Stamp: DATE REVISION TB D C o a l C r e e k R o a d Lo t 4 R e d s t o n e U n i q u e Re d s t o n e , P i t k i n C o u n t y , C o l o r a d o PI D 27 2 9 1 8 4 0 0 0 0 3 Ar l i a n H o m e TI M B E R L I N E E N G I N E E R I N G , L L C P. O . B o x 8 4 2 Ca r b o n d a l e , C o l o r a d o 8 1 6 2 3 97 0 . 9 6 3 . 9 8 6 9 ti m b e r l i n e e n g i n e e r i n g @ g m a i l . c o m COPYRIGHT 7/10/18 SUBMITTAL SET FO R C O N S T R U C T I O N 8/21/18 REVISED SUBMITTAL SET 8/30/18 BUILDING PERMIT SET SCALE: 1" = 20' 40200 FEET GRADING, DRAINAGE & EROSION CONTROL PLAN C.1.003 DETAIL - EROSION CONTROL LOGDETAIL - SILT FENCEDETAIL - VEHICLE TRACKING CONTROL THE OWNER OR THE OPERATOR OF THE CONSTRUCTION ACTIVITY IS RESPONSIBLE FOR THE APPLICATION AND MAINTENANCE OF A "PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITY" FROM THE COLORADO DEPARTMENT OF HEALTH AND ENVIRONMENT, WATER QUALITY CONTROL DIVISION -- STORMWATER PROGRAM. THE APPLICATION IS REQUIRED AT LEAST 10 DAYS PRIOR TO THE ANTICIPATED START OF CONSTRUCTION. NOTES: 1. ALL DISTURBED AREAS TO BE REVEGETATED USING APPROVED PITKIN COUNTY SEED MIX 2.STORMWATER RUNOFF WILL DISCHARGE AS IT DOES CURRENTLY AND WILL CONTINUE OFFSITE TO COAL CREEK AND ULTIMATELY THE CRYSTAL RIVER. DETAIL - CONCRETE WASHOUT A-2.001 FIRST FLOOR PLAN A-2.002 ROOF PLAN 8' - 0 " 8' - 0 " T.O. PLY 100'-0" T.O. PLATE 109'-1 1/8" 123 2322 24 25 19 11 ' - 1 1 / 2 " 1' - 2 " 3' - 4 " 4' - 8 " 123 4' - 0 1 / 8 " 21 3' - 4 " 4 5 / 8 " 4' - 1 1 / 2 " 8' - 0 " 3' - 1 0 1 / 2 " 8' - 0 " 2' - 4 " 17 ' - 3 3 / 4 " 3' - 4 " 1' - 8 " 1' - 5 1 / 2 " 6' - 4 " 2 6 1 12 13 5 7 8 1 13 18 13 21212121 T.O. PLATE 109'-1 1/8" T.O. PLY 100'-0" 131617 7' - 0 " 4' - 6 " 8' - 0 " 1' - 8 " 3' - 4 " 10 1 11 12 7 8 6 3 4 2 14 19 13 4' - 8 " 19 13 T.O. PLATE 108'-1 1/8" MIDPOINT OF ROOF 116'-0 1/8" (7386'-0 1/8") T.O. PLATE 118'-8 1/8" (7388'-8 1/8" 21 21 Fi l e : Ar l i a n - e l e v a t i o n _ 3 3 P r i n t d a t e : Tu e s d a y , S e p t e m b e r 4 , 2 0 1 8 1 2 : 3 7 : 1 6 P M Progress Print Date: 9.4.2018 File: Arlian-elevation_33 All designs, ideas, arrangements and plans indicated by these drawings and specifications are the property and copyright of the Architect and shall neither be used on any other work nor be used by any other person for any use whatsoever without written permission. COPYRIGHT Title: Pitkin County Stamp: DATE REVISION 72 6 C o a l C r e e k R o a d Lo t 4 R e d s t o n e U n i q u e Re d s t o n e , P i t k i n C o u n t y , C o l o r a d o PI D 27 2 9 1 8 4 0 0 0 0 3 Ar l i a n H o m e West South A-3.001 ELEVATIONS 1.Veneer natural stone (Quarry Brown Sandstone Farmer Pattern or sim.) 2.Standing Metal Roof (dark bronze - Beridge Aged Brown or sim). 3.Cementitous 3-coat stucco (El Rey suede) 4.Pre engineered truss profile 5.Metal attic vent (dark bronze) 6.T.O. Stem wall, see structural 7.Finish grade at wall of house 8.Existing grade at wall of house 9.Existing grade a column face 10.Deck. To follow fire resistant construction rules. No flammable materials stored below. 11.36" tall handrail - pre rusted metal 12.Heavy timber with semi-transparent stain. (Sherwin Williams Charwood or sim.) 13.2 Step metal fascia (Berridge Metal Dark Bronze) 14.Height limit (+28' above worse case grade) at wall line of house 15.Finish grade at face of column at deck 16.Ridge height limit (+33' above worse case grade) at column of deck. 17.Height limit (+28' above worse case grade) at column of deck 18.Heavy timber truss with semi-transparent stain (Sherman Williams Charwood or Sim.) 19.Midpoint of roof 20.Stone chimney KEY NOTES 1.All exterior wall sconces Sage Ridge 16" Lamps Plus Model #12674 2.Fan on rear deck Hampton Bay 52" LED, Model #YG188-BN EXTERIOR LIGHTS T.O. PLATE 111'-6 1/2" 9 4' - 4 " T.O. PLATE 109'-1 1/8" T.O. PLY 100'-0" 14 57810121432 2827 26 29 3130 8' - 0 " 63' - 8 " 4' - 6 " 2' - 6 " 3' - 8 1 / 8 " 3 4' - 4 7 / 8 " 8' - 0 " 1' - 4 " 1' - 8 " 1' - 5 1 / 2 " 3 2 5 1 8 7 9 15 16 18 17 3' - 4 " 4' - 8 " 4' - 5 " 2' - 6 " 13 1 1319 20 8' - 0 " 1' - 8 " 3' - 4 " 4' - 8 " 1 11 1511 T.O. PLATE 118'-8 1/8" (7388'-8 1/8") 21 21 T.O. PLY 100'-0" 4 20 4 4' - 4 " 3' - 8 " 8' - 0 " 4' - 6 " 2' - 6 " 31 12 13 11 10 2 typ. 12 13 8 7 20 T.O. PLATE 109'-1 1/8" 21 Fi l e : Ar l i a n - e l e v a t i o n _ 3 3 P r i n t d a t e : Tu e s d a y , S e p t e m b e r 4 , 2 0 1 8 1 2 : 3 7 : 4 0 P M Progress Print Date: 9.4.2018 File: Arlian-elevation_33 All designs, ideas, arrangements and plans indicated by these drawings and specifications are the property and copyright of the Architect and shall neither be used on any other work nor be used by any other person for any use whatsoever without written permission. COPYRIGHT Title: Pitkin County Stamp: DATE REVISION 72 6 C o a l C r e e k R o a d Lo t 4 R e d s t o n e U n i q u e Re d s t o n e , P i t k i n C o u n t y , C o l o r a d o PI D 27 2 9 1 8 4 0 0 0 0 3 Ar l i a n H o m e North East A-3.002 ELEVATIONS 1.Veneer natural stone (Quarry Brown Sandstone Farmer Pattern or sim.) 2.Standing Metal Roof (dark bronze - Beridge Aged Brown or sim). 3.Cementitous 3-coat stucco (El Rey suede) 4.Pre engineered truss profile 5.Metal attic vent (dark bronze) 6.T.O. Stem wall, see structural 7.Finish grade at wall of house 8.Existing grade at wall of house 9.Existing grade a column face 10.Deck. To follow fire resistant construction rules. No flammable materials stored below. 11.36" tall handrail - pre rusted metal 12.Heavy timber with semi-transparent stain. (Sherwin Williams Charwood or sim.) 13.2 Step metal fascia (Berridge Metal Dark Bronze) 14.Height limit (+28' above worse case grade) at wall line of house 15.Finish grade at face of column at deck 16.Ridge height limit (+33' above worse case grade) at column of deck. 17.Height limit (+28' above worse case grade) at column of deck 18.Heavy timber truss with semi-transparent stain (Sherman Williams Charwood or Sim.) 19.Midpoint of roof 20.Stone chimney KEY NOTES A-4.001 SECTIONS A-4.002 SECTIONS ANCHOR BOLT THIN-CUT STONE VENEER FLASHING ABOVE GRADE WALL ASSEMBLY: OUTSIDE- DRAINAGE PLANE:INTEGRAL STRUCTURE:2X6 WOOD STUDS THERMAL BARRIER:1.5" (R6.6) INSULATED SHEATHING + R20 BLOWN IN CAVITY AIR BARRIER:SHEATHING & GYPSUM BOARD VAPOR RETARDER:CLASS 2 VAPOR RETARDER- "SMART" VAPOR RETARDER FINISH:5 8" GYPSUM BOARD -INSIDE Roof/ceiling (Roof Type 2) Vented attic and rafter roof To function properly, the ceiling must be air sealed. Air seal tops of walls, plate penetrations, electrical boxes, light fixtures and access hatch. To function properly, the rafter space must be adequately ventilated. Ventilation can be provided through soffit & ridge vents or snorkel vents.. Net-free area of venting to be 1150 of floor area, see roof plan for calculations. Exterior Wall (Wall Type 1) Continuous & Cavity insulation 2x8 OUTRIGGER 16" PRE-ENGINEERED RAFTER SHEATHING SINGLE PLY MEMBRANE BITUMINOUS WATERPROOFING SEE ROOF PLAN 1.5" (R6.6) INSULATED SHEATHING WITH INTEGRAL WEATHER BARRIER AND DRAINAGE PLANE TAPE SEAMS FOAM SEAL ALL PENETRATIONS IN WALL PLATES (INT. AND EXT.) BIRD BLOCK VENTED ROOF ASSEMBLY: OUTSIDE- STRUCTURE:PRE-ENGINEERED TRUSSES/RAFTERS DRAINAGE PLANE:ROOFING & WATERPROOFING (CLASS A FOR FIRE) THERMAL BARRIER:R51 BLOWN IN CELLULOSE AIR BARRIER:GYPSUM BOARD VAPOR RETARDER:CLASS II - POLYETHYLENE SHEETING -INSIDE METAL ROOFING (CLASS A FOR FIRE OR ADD FIRE PROTECTION SHEET UNDER ROOFING) 1'-4 " RIDGE VENT VAPOR RETARDER BAFFLES, MIN. 1 1 2" CLEAR VAPOR RETARDER SIDING PER ELEVATIONS INSTALL PERFORATED DRAINPIPE PER SOILS REPORT RECOMMENDATIONS CAPILLARY BREAK MATERIAL FLASHING POSITIVE DRAINAGE GRADE DROPS MINIMUM OF 6" IN 10' IMPERMEABLE BACKFILL GRANULAR BACKFILL FILTER FABRIC GRAVEL, NO FINES ·4" REINFORCED CONCRETE SLAB SEE S.E. FOR REINFORCING ·VAPOR BARRIER, LAPPED AND TAPED SEAMS ·4" GRAVEL, NO FINES RADON MITIGATION SYSTEM SEE DETAIL Below grade ·DRAINAGE PROTECTION BOARD ·WATERPROOFING ·CONCRETE FOUNDATION WALL ·3" of XPS insulation Slab-on-grade R10 DRAINAGE & PROTECTION BOARD BELOW GRADE THIN-CUT STONE VENEER 2 1/2" FLUSH INSIDE FACE OF STEM WALL WITH INSIDE FACE OF FRAMING Foundation wall (Wall Type 2&5) ANGLE PER STRUCT 11 A6.004 SIM ANCHOR BOLT FLASHING ABOVE GRADE WALL ASSEMBLY: OUTSIDE- DRAINAGE PLANE:INTEGRAL STRUCTURE:2X6 WOOD STUDS THERMAL BARRIER:1.5" (R6.6) INSULATED SHEATHING + R20 BLOWN IN CAVITY AIR BARRIER:SHEATHING & GYPSUM BOARD VAPOR RETARDER:CLASS 2 VAPOR RETARDER- "SMART" VAPOR RETARDER FINISH:5 8" GYPSUM BOARD -INSIDE Basement wall (Wall Type 4) Below grade Roof/ceiling Vented attic and rafter roof To function properly, the ceiling must be air sealed. Air seal tops of walls, plate penetrations, electrical boxes, light fixtures and access hatch. To function properly, the rafter space must be adequately ventilated. Ventilation can be provided through soffit & ridge vents or snorkel vents.. Net-free area of venting to be 1150 of floor area, see roof plan for calculations. Exterior Wall Continuous & Cavity insulation 2x8 OUTRIGGER PRE-ENGINEERED RAFTER TRUSS SHEATHING SINGLE PLY MEMBRANE BITUMINOUS WATERPROOFING SEE ROOF PLAN 1.5" (R6.6) INSULATED SHEATHING WITH INTEGRAL WEATHER BARRIER AND DRAINAGE PLANE TAPE SEAMS FOAM SEAL ALL PENETRATIONS IN WALL PLATES (INT. AND EXT.) BIRD BLOCK VENTED ROOF ASSEMBLY: OUTSIDE- STRUCTURE:PRE-ENGINEERED TRUSSES DRAINAGE PLANE:ROOFING & WATERPROOFING (CLASS A FOR FIRE) THERMAL BARRIER:R60 BLOWN IN CELLULOSE AIR BARRIER:GYPSUM BOARD VAPOR RETARDER:CLASS II - POLYETHYLENE SHEETING -INSIDE METAL ROOFING (CLASS A FOR FIRE OR ADD FIRE PROTECTION SHEET UNDER ROOFING) VAPOR RETARDER BAFFLES, MIN. 1 1 2" CLEAR VAPOR RETARDER SIDING PER ELEVATIONS INSTALL PERFORATED DRAINPIPE PER SOILS REPORT RECOMMENDATIONS CAPILLARY BREAK MATERIAL FLASHING POSITIVE DRAINAGE GRADE DROPS MINIMUM OF 6" IN 10' IMPERMEABLE BACKFILL GRANULAR BACKFILL FILTER FABRIC GRAVEL, NO FINES ·4" REINFORCED CONCRETE SLAB SEE S.E. FOR REINFORCING ·VAPOR BARRIER, LAPPED AND TAPED SEAMS ·4" GRAVEL, NO FINES RADON MITIGATION SYSTEM SEE DETAIL Foundation wall (Wall Type 2) Below grade ·DRAINAGE PROTECTION BOARD ·WATERPROOFING ·CONCRETE FOUNDATION WALL ·3" of XPS insulation Slab-on-grade R10 DRAINAGE & PROTECTION BOARD BELOW GRADE THIN-CUT STONE VENEER 2 1/2" FLUSH INSIDE FACE OF STEM WALL WITH INSIDE FACE OF FRAMING OUTSIDE- DRAINAGE PLANE:DRAINAGE BOARD STRUCTURE:8" CONC. THERMAL BARRIER:3.5" FURRING WIHT R20 BLOWN IN CAVITY AIR BARRIER:SHEATHING & GYPSUM BOARD VAPOR RETARDER:CLASS 2 VAPOR RETARDER- "SMART" VAPOR RETARDER FINISH:5 8" GYPSUM BOARD -INSIDE 2' - 0 " 11 A6.004 Fi l e : Ar l i a n - e l e v a t i o n _ 3 3 P r i n t d a t e : Th u r s d a y , A u g u s t 3 0 , 2 0 1 8 2 : 3 5 : 3 1 P M Progress Print Date: 8.30.2018 File: Arlian-elevation_33 All designs, ideas, arrangements and plans indicated by these drawings and specifications are the property and copyright of the Architect and shall neither be used on any other work nor be used by any other person for any use whatsoever without written permission. COPYRIGHT Title: Pitkin County Stamp: DATE REVISION 72 6 C o a l C r e e k R o a d Lo t 4 R e d s t o n e U n i q u e Re d s t o n e , P i t k i n C o u n t y , C o l o r a d o PI D 27 2 9 1 8 4 0 0 0 0 3 Ar l i a n H o m e WALL SECTION 1 A-6.001 WALL SECT. WALL SECTION 2 STUD BAY STUD BAY metal rod 16" rafters (2) 4x12 lapped around center 4X12 (2) 4X12 4x12 33'-0" 8'-0 1/2"8'-5 1/2" non-structural 10x lookout beam 8'-0 1/2"8'-5 1/2" non-structural truss non-structural 10x lookout beam non-structural 10x ridge beam B.O. Truss 110'-7" truss C post, beam & post support timber ridge beam that supports deck roof 10" rafters 10" W12X50 W/1 HOUR AND TIMBER WRAP 10X12 10X10 33'-0" 8'-0 1/2"8'-5 1/2" 10x10 column structural 10x lookout beam 8'-0 1/2"8'-5 1/2" non-structural truss part non-structural truss part structural 10x lookout beam structural 10x ridge beam exterior post & beam assemblages bear on columns B.O. Wrapped Beam 109'-8 3/8"truss D post, beam & post support timber ridge beam that supports overhang 10" rafters 10X14 10X12 10X10 10x10 column structural 10x lookout beam non-structural truss part non-structural truss part structural 10x lookout beam structural 10x ridge beam exterior post & beam assemblages bear on columns 10" 10 1 / 2 " 33'-0" 8'-0 1/2"8'-5 1/2"8'-0 1/2"8'-5 1/2" 8'-5 1/2"8'-0 1/2" 16'-6" entry porch truss A truss B 2' - 0 " 26'-0" 2'-0" 8' - 8 " optional extension of top chord for eave TRUSS TYPE G STORAGE ATTIC 6'-6"13'-0"6'-6" 2' - 0 " 32'-0" 2'-0" 10 ' - 8 " optional extension of top chord for eave TRUSS TYPE F 2'-0"3'-0" 36'-0" 19'-9" 2' - 0 " 1' - 0 " 2' - 0 " optional extension of top chord for eave TRUSS TYPE E Fi l e : Ar l i a n - e l e v a t i o n _ 3 3 P r i n t d a t e : Th u r s d a y , A u g u s t 3 0 , 2 0 1 8 2 : 3 8 : 2 1 P M Progress Print Date: 8.30.2018 File: Arlian-elevation_33 All designs, ideas, arrangements and plans indicated by these drawings and specifications are the property and copyright of the Architect and shall neither be used on any other work nor be used by any other person for any use whatsoever without written permission. COPYRIGHT Title: Pitkin County Stamp: DATE REVISION 72 6 C o a l C r e e k R o a d Lo t 4 R e d s t o n e U n i q u e Re d s t o n e , P i t k i n C o u n t y , C o l o r a d o PI D 27 2 9 1 8 4 0 0 0 0 3 Ar l i a n H o m e TRUSS A & B A-6.003 SCHEDULES TRUSSES TRUSS C TRUSS DTRUSS E TRUSS F TRUSS G 4" CONCRETE SLAB WITH IN FLOOR RADIANT MIN. 6 MILL POLY (SEE RADON CONTROL DETAIL ?/??) FLOOR TYPE 1 EAVE AT TRUSS FLOOR TYPE 2 4" GRAVEL (SEE RADON CONTROL DETAIL 9/A6.002) 2X COMPOSITE DECKING WITH FLAME SPREAD RATING OF <25 3X8 R.S JOISTS SPACING PER STRUCT SIDING 3 COAT CEMENTITIOUS STUCCO OR VENEER STONE PER ELEVATION R6.6 INSULATED SHEATHING "ZIP R-SHEATHIN" OR SIM., WITH INTEGRAL WATERPROOFING TAPE SEAMS PER MANUFACTURER R21 BLOW IN INSULATION 'MEMBRAIN' OR OTHER SMART VAPOR BARRIER (DO NOT USE POLY.) DRYWALL WALL TYPE 2 WALL TYPE 3 WALL TYPE 1 ROOF TYPE 1 WALL TYPE 4 ROOF TYPE 3 ROOF TYPE 2 DRAINAGE AND PROTECTION BOARD ASPHALTIC DAMP PROOFING CONCRETE STEM WALL ALIGN 2.5" OFF OF GRID GYP.BD. R21 BLOW IN INSULATION 'MEMBRAIN' OR OTHER SMART VAPOR BARRIER (DO NOT USE POLY.) 1 2" GYP.BD. FOR DWELLING GARAGE FIRE SEPARATION 3" XPS STONE VENEER CONCRETE STEM WALL ALIGN 2.5" OFF OF GRID R19 BLOW IN INSULATION 'MEMBRAIN' OR OTHER SMART VAPOR BARRIER (DO NOT USE POLY.) DRYWALL WALL TYPE 5 VENEER STONE ASPHALTIC DAMP PROOFING CONCRETE STEM WALL ALIGN 2.5" OFF OF GRID 3" XPS GRID METAL ROOFING DRIP EDGE OVERHANG ROOFING 3 4" MIN. 6",2'-0" OR 3'-0" PER ROOF PLAN 2X10 WD SUB FASCIA CEMENTITIOUS STUCCO 3" PERFORATED ALUM. CONT. SOFFIT VENT WITH NET CLEAR AREA OF 14.4 SQ. IN./LF OR MORE 1/2" SHEATHING CLASS A (FIRE) STANDING SEAM METAL ROOF CONTINUOUS ADHESIVE ROOF UNDERLAYMENT MEMBRANE, 'GRACE' OR SIM. SHEATHING PER STRUCT. ROOF TRUSS, FLAT OR SCISSOR PER SECTIONS R60 BLOWN IN INSULATION CLASS II VAPOR BARRIER GYP. BD. UNDERLAYMENT TO ACHEIVE CALSS A FIRE RATING CLASS A (FIRE) STANDING SEAM METAL ROOF CONTINUOUS ADHESIVE ROOF UNDERLAYMENT MEMBRANE, 'GRACE' OR SIM. SHEATHING PER STRUCT. UNDERLAYMENT TO ACHEIVE CALSS A FIRE RATING 1 1 2" CONT. BAFFLE R51BLOW IN INSULATION CLASS II VAPOR BARRIER GYP. BD. CLASS A (FIRE) STANDING SEAM METAL ROOF CONTINUOUS ADHESIVE ROOF UNDERLAYMENT MEMBRANE, 'GRACE' OR SIM. SHEATHING PER STRUCT. UNDERLAYMENT TO ACHEIVE CALSS A FIRE RATING 2X10 ROOF JOIST PER STRUCT 1 2" FIRE RESISTANT DENSE GLASS FOR 1 HOUR RATING 3 4" T&G GRID GRID GRID GRID GRID 2' - 0 " HE A L 2" 1X4 WD SUB FASCIA CEMENTITIOUS STUCCO OR STONE PER ELEVATIONS 2X8 OUTLOOKER OR TRUSS ENDS EAVE AT PORCH GRID METAL ROOFING DRIP EDGE OVERHANG ROOFING 3 4" MIN. 2'-0" 2X12 WD SUB FASCIA 1 2' FIRE ROOF DENSE GLASS 1 HOUR RATED METAL FASCIA COVER 1/2" SHEATHING 1X6 WD SUB FASCIA 3 4" T&G 2X10 ROOF JOIST ROUGH SAWN BEAM METAL FASCIA COVER INSIDEGARAGE INSIDE OUTSIDE INSIDE OUTSIDE INSIDE OUTSIDE INSIDE OUTSIDE Fi l e : Ar l i a n - e l e v a t i o n _ 3 3 P r i n t d a t e : Th u r s d a y , A u g u s t 3 0 , 2 0 1 8 2 : 3 9 : 1 2 P M Progress Print Date: 8.30.2018 File: Arlian-elevation_33 All designs, ideas, arrangements and plans indicated by these drawings and specifications are the property and copyright of the Architect and shall neither be used on any other work nor be used by any other person for any use whatsoever without written permission. COPYRIGHT Title: Pitkin County Stamp: DATE REVISION 72 6 C o a l C r e e k R o a d Lo t 4 R e d s t o n e U n i q u e Re d s t o n e , P i t k i n C o u n t y , C o l o r a d o PI D 27 2 9 1 8 4 0 0 0 0 3 Ar l i a n H o m e A-6.004 DETAILS WALL STEP AT STONE JOINT OF STONE TO STUCCO SECTION AT DECK LEDGER TYPICAL WINDOW 1x BACK DAM WINDOW NAILING FLANGE (NO CAULK) FLASHING TAPE (SIGA OR GRACE) SEE 4/A6.2 LAP OVER RAINSCREEN WRAP WOOD SILL DRYWALL RETURN WINDOW NAILING FLANGE (CAULK) FLASHING TAPE (SIGA OR GRACE) OVER NAILING FLANGE SEE 6/A6.0 INSULATED HEADER SIDING PER ELEVATION DRYWALL RETURN WINDOW NAILING FLANGE (CAULK) FLASHING TAPE (SIGA OR GRACE) SEE 4/A6.3 SILL JAMB HEAD GRID 12X BEAM BYND. 3X8 JOIST AND LEDGER PER STRUCT 3X8 JOIST AND LEDGER PER STRUCT STONE VENEER FLASHING COMPOSITE DECKING WITH CLASS A FLAME SPREAD (<25) 'AZEK VINTAGE' OR SIM. STUCCO ADHESIVE FLASHING FLASHING GRID VENEER STONE ADHESIVE FLASHING STONE DETAIL VENEER STONE GRID STONE VENEER STONE CAP STUCCO ADHESIVE FLASHING FLASHING INSULATED SHEATHING WITH TAPED SEAMS ADHESIVE FLASHING STONE AT GRADE ASPHALTIC DAMPROOFING CAPILLARY BREAK CAPILLARY BREAK CAPILLARY BREAK DRAINAGE AND PROTECTION BOARD GRADE BREAK METAL OVER DRAINAGE BOARD STEEL LEDGER PER STRUCT. STONE VENEER CONCRETE STEM WALL GRID THRESHOLD AT ON GRADE PATIO ASPHALTIC DAMPROOFING DRAINAGE AND PROTECTION BOARD TURN DOWN SLAB PER STRUCT FINISH FLOOR DOOR THRESHOLD CONCRETE SLAB WITH SET STONE GRID 2, INSTALL ADHESIVE BACKED HEAD FLASHING. EXTEND BYNB. JAMB FLASHING MIN OF 1" 1- FIRST - INSTALL ADHESIVE BACK JAMB FLASHING EA. SIDE. EXTEND BYND. SILL FLASHING MIN. 1" INSTALL WINDOW PLUMB, LEVEL, & SQUARE PER MANF. INSTRUCTIONS. INSTALL ADHESIVE BACKED FLASHING (GRACE OR SIM.) MIN 9" UP JAMB EA. SIDE INSTALL CORNER FLASHING PATCHES EA. SIDE INSTALL ADHESIVE BACKED SILL FLASHING (GRACE OR SIM.) EXTEND OVER ENTIRE SILL AND DOWN F.O. WALL MIN. OF 9" INSTALL BACKSTOP INSULATED SHEATHING WITH TAPED SEAMS WINDOW FLASHING Fi l e : Ar l i a n - e l e v a t i o n _ 3 3 P r i n t d a t e : Th u r s d a y , A u g u s t 3 0 , 2 0 1 8 2 : 3 9 : 4 7 P M Progress Print Date: 8.30.2018 File: Arlian-elevation_33 All designs, ideas, arrangements and plans indicated by these drawings and specifications are the property and copyright of the Architect and shall neither be used on any other work nor be used by any other person for any use whatsoever without written permission. COPYRIGHT Title: Pitkin County Stamp: DATE REVISION 72 6 C o a l C r e e k R o a d Lo t 4 R e d s t o n e U n i q u e Re d s t o n e , P i t k i n C o u n t y , C o l o r a d o PI D 27 2 9 1 8 4 0 0 0 0 3 Ar l i a n H o m e A-6.005 DETAILS 1/ 3 / 2 0 1 7 ER N E S T K O L L A R E N G I N E E R S , I N C . 32 0 M A I N S T R E E T , S U I T E 2 0 3 CA R B O N D A L E , C O 8 1 6 2 3 (9 7 0 ) 9 6 3 - 3 2 2 3 p h o n e er n i e k o l l a r @ g m a i l . c o m Drawing No. Title Date Revision Project No. Date: By: Re d s t o n e , P i t k i n C o u n t y , C o l o r a d o Lo t 4 R e d s t o n e U n i q u e Ar l i a n H o m e 1808 09/18/2018 EPK General Notes & Legends S.0.1 O LIDCAERNOSL EO DC P R R E O E F NEISGSNIOE N LA UL A K OP LT LS AE RN R IIE27036 Ernest Koll a r 09/18/20 1 8 1/ 3 / 2 0 1 7 ER N E S T K O L L A R E N G I N E E R S , I N C . 32 0 M A I N S T R E E T , S U I T E 2 0 3 CA R B O N D A L E , C O 8 1 6 2 3 (9 7 0 ) 9 6 3 - 3 2 2 3 p h o n e er n i e k o l l a r @ g m a i l . c o m Drawing No. Title Date Revision Project No. Date: By: Re d s t o n e , P i t k i n C o u n t y , C o l o r a d o Lo t 4 R e d s t o n e U n i q u e Ar l i a n H o m e 1808 09/18/2018 EPK Foundation Plan S.2.1 O LIDCAERNOSL EO DC P R R E O E F NEISGSNIOE N LA UL A K OP LT LS AE RN R IIE27036 Ernest Koll a r 09/18/20 1 8 1 2 3 4 5 6 7 1/ 3 / 2 0 1 7 ER N E S T K O L L A R E N G I N E E R S , I N C . 32 0 M A I N S T R E E T , S U I T E 2 0 3 CA R B O N D A L E , C O 8 1 6 2 3 (9 7 0 ) 9 6 3 - 3 2 2 3 p h o n e er n i e k o l l a r @ g m a i l . c o m Drawing No. Title Date Revision Project No. Date: By: Re d s t o n e , P i t k i n C o u n t y , C o l o r a d o Lo t 4 R e d s t o n e U n i q u e Ar l i a n H o m e 1808 09/18/2018 EPK Main Level Framing Paln S.2.2 O LIDCAERNOSL EO DC P R R E O E F NEISGSNIOE N LA U L A K OP LT LS AE RN R IIE27036 Ernest Koll a r 09/18/201 8 1/ 3 / 2 0 1 7 ER N E S T K O L L A R E N G I N E E R S , I N C . 32 0 M A I N S T R E E T , S U I T E 2 0 3 CA R B O N D A L E , C O 8 1 6 2 3 (9 7 0 ) 9 6 3 - 3 2 2 3 p h o n e er n i e k o l l a r @ g m a i l . c o m Drawing No. Title Date Revision Project No. Date: By: Re d s t o n e , P i t k i n C o u n t y , C o l o r a d o Lo t 4 R e d s t o n e U n i q u e Ar l i a n H o m e 1808 09/18/2018 EPK Roof Framing Plan S.2.3 O LIDCAERNOSL EO DC P R R E O E F NEISGSNIOE N LA UL A K OP LT LS AE RN R IIE27036 Ernest Koll a r 09/18/201 8 1/ 3 / 2 0 1 7 ER N E S T K O L L A R E N G I N E E R S , I N C . 32 0 M A I N S T R E E T , S U I T E 2 0 3 CA R B O N D A L E , C O 8 1 6 2 3 (9 7 0 ) 9 6 3 - 3 2 2 3 p h o n e er n i e k o l l a r @ g m a i l . c o m Drawing No. Title Date Revision Project No. Date: By: Re d s t o n e , P i t k i n C o u n t y , C o l o r a d o Lo t 4 R e d s t o n e U n i q u e Ar l i a n H o m e 1808 09/18/2018 EPK Details S.6.1 O LIDCAERNOSL EO DC P R R E O E F NEISGSNIOE N LA UL A K OP LT LS AE RN R IIE27036 Ernest Koll a r 09/18/201 8 1/ 3 / 2 0 1 7 ER N E S T K O L L A R E N G I N E E R S , I N C . 32 0 M A I N S T R E E T , S U I T E 2 0 3 CA R B O N D A L E , C O 8 1 6 2 3 (9 7 0 ) 9 6 3 - 3 2 2 3 p h o n e er n i e k o l l a r @ g m a i l . c o m Drawing No. Title Date Revision Project No. Date: By: Re d s t o n e , P i t k i n C o u n t y , C o l o r a d o Lo t 4 R e d s t o n e U n i q u e Ar l i a n H o m e 1808 09/18/2018 EPK Details S.6.2 O LIDCAERNOSL EO DC P R R E O E F NEISGSNIOE N LA U L A K OP LT LS AE RN R IIE27036 Ernest Koll a r 09/18/20 1 8 T N 0' 25' 50' Scale: 1" = 50'-0" 33 Four Wheel Drive Road Main Residence Date: 06/26/18 ALL Carbondale, Colorado 81623 Lot 4, Redstone Unique \ /� / . 0 111Phone 970.309.5259 Pitkin County, Colorado Designed By: CBO W/ �/Scarla@allserviceseptic.com Reviewed By: RHP Project Number: C1397 Drawn By: ANM Sheet 1 of 4 T N 0' 10, 20' Scale: 1" = 20'-0" INSPECTION PORT AT BEGINNING AND END OF EACH TRENCH 'QUICK-4' CHAMBER TRENCHES. 5 ROWS OF 15 TRENCHES = 75 CHAMBERS = 900 SF 4" DIA SDR-35 PVC SEWER LINE (MIN. 1 % SLOPE TO TRENCH) n PROPOSED OWTS PLAN 1°=20 0 EFFLUENT SCREEN Xt� 33 Four Wheel Drive Road Arlain Residence Date: 06/26/18 ALL Carbondale, Colorado 81623 Lot 4, Redstone Unique W2.0 SERVICE h I I N Phone 970.309.5259 Pitkin County, Colorado Designed By: CBO carla@allserviceseptic.com Reviewed By: RHP Project Number: C1397 Drawn By: ANM Sheet 2 of 4 INFILTRATOR END PLATE 60' 15 CHAMBERS PER TRENCH 4" DIA SDR-35 INSPECTION PORT AT BEGINNING AND END OF EACH TRENCH SLIP-ON PVC f ^M DO NOT GLUE INSULATED CI TRACER WIRE 4" DIA SDR-35 SEWER LINE GRAVELLESS 'QUICK-4' CHAMBER (4' x 3') 6' min STA PLAN NOT TO SCALE TO TANK TO HOUSE n CLEANOUT DETAIL 3 NOT TO SCALE 3 4" DIA SDR-35 SEWER LINE TO EACH TRENCH (MIN. 1% SLOPE TO TRENCH) 4" DIA SDR-35 EFFLUENT PIPE FROM SEPTIC TANK DISTRIBUTION BOX WITH ACCESS AT GRADE PIPES PLACED IN TOP PORT OF CHAMBER END PLATES BOX AND COVER BROUGHT TO GRADE CONCRETE LID DE FINSD GRADE7 HE 00001 \ BAFFLE OR ANGLED PIPE OUTLETS TO BE USED AT INLET DISTRIBUTION BOX 4 D—BOX DETAIL � NOT TO SCALE 4" DIA SDR-35 iil Ti = INSPECTION =iii=iTi=ui= - - - PORT Til i-iTi �iTi-iTi-iTi-iTi-iii-iu. iiii ii 4' max - UNDISTURBED SOIL IF 2' Imin 6' min I LIMIT OF EXCAVATION GRAVELLESS 'QUICK-4' SCARIFY SURFACE CHAMBER (4' x T) 2 STA SECTION NOT TO SCALE SMALL VALVE COVER BOX OR IRRIGATION VALVE BOX AT GRADE ATTACH CAP OR THREADED CLEANOUT ASSEMBLY COMPACT SOIL BASE TO SUPPORT 4" PVC PIPE CUT TO BOX FIT USE HOLE SAW TO a �s CUT THRU TOP OF END PLATE n INSPECTION PORT DETAIL :� NOT TO SCALE 33 Four Wheel Drive Road Arlain Residence Date: 06/26/18 ALL Carbondale, Colorado 81623 Lot 4, Redstone Unique W3.0 SEBV�CE h i I h Phone 970.309.5259 Pitkin County, Colorado Designed By: CBO carla@allserviceseptic.com Reviewed By: RHP Project Number: C1397 Drawn By: ANM Sheet 3 of 4 DESIGN 3-BEDROOM RESIDENCE + 2 FUTURE BEDROOMS (75 GAL/PERSON/DAY x 2 PERSONS/BEDROOM x 5 BEDROOMS) WASTEWATER FLOW = 750 GALLONS TANK: USE 1500-GALLON, TWO -COMPARTMENT CONCRETE SEPTIC TANK WITH EFFLUENT FILTER SOIL TREATMENT AREA (STA): LONG TERM ACCEPTANCE RATE (LTAR) = 0.6 GAL/ SQ FT CALCULATED STA = Q/LTAR = 750 / 0.6 = 1250 SF GRAVITY, TRENCHES = 1250 SF X 1.0 = 1250 SF CHAMBERS = 1250 SF X 0.7 = 875 SF / 12 SF / CHAMBER = 73 CHAMBERS FIVE GRAVELLESS CHAMBER TRENCHES 15 'QUICK 4' CHAMBERS IN EACH TRENCH TOTAL 75 'QUICK 4' CHAMBERS SOIL PROFILE TEST PIT NO. 1 SOIL PROFILE TEST PIT NO. 2 0 1 2 3 MEDIUM BROWN TO REDDISH BROWN MEDIUM BROWN TO REDDISH BROWN w 4 SANDYLOAM SANDYLOAM w LL = 5 o_ LU c) 6 LEGEND 7 n sandy I I loam 8 9 NO GROUNDWATER OR BEDROCK ENCOUNTERED DURING EXCAVATION 10 n SOIL LOGS � NOT TO SCALE Arlain Residence Date: 06/26/18 ALL 33 Four Wheel Drive Road Carbondale, Colorado 81623 Lot 4, Redstone Unique Designed By: CBO W4.0 970.309.5259 Pitkin County, Colorado SERVICEcarla@allserviceseptic.comPhone Reviewed By: RHP Project Number: C1397 Drawn By: ANM Sheet 4 of 4