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HomeMy WebLinkAboutPitkin.EH.246527200004 (2018)Page | 1 Pitkin County Environmental Health Department Onsite Wastewater Treatment System (OWTS) USE PERMIT Permit for Continued Use of an Existing OWTS 76 Service Center Road, Aspen, CO 81611 Phone: 970-920-5070 Fax: 970-920-5374 www.aspenpitkin.com/EHNR Parcel ID #: 2465-272-00-004 OWTS Use Permit #: 0069.2018.POWU Date Issued: 10/30/2018 Issued By: Bryan Daugherty Expiration Date: 10/30/2019 Owner(s): David Wyndhamsmith Property Address: 2555 W Sopris Creek Rd Legal Description: Licensed Inspector: Joe Zamora Inspection Date(s): 10/12/18 SYSTEM INFORMATION Components Type Capacity/Size Primary Treatment Unit Concrete 2 compartment tank 2500 Gallons Secondary Treatment Unit Absorption Area 2 gravelless chamber beds 1280 ft2 Other System Components OWTS Use Status: In use at the time of the inspection. Not in use at the time of the inspection.* *If the OWTS was not in use at the time of the inspection, it is recommended that the system be re-evaluated when it is in use for a more accurate evaluation of the system. System Records: Permit #: 99003 Date of Issuance: 1/12/99 Date of Final Approval: 2/19/00 # of Bedrooms or fixtures served by OWTS: This system was designed to serve 5 bedrooms Operational Status: According to the observations of the inspection on site, the system appeared to be functioning as designed. The tank was in good, watertight condition with tees in place and risers to grade. An effluent filter was installed at the outlet tee of the tank. The field area did not show any signs of failure such as surfacing effluent. Inspector Recommendations: Continue maintenance as needed. Department Recommendations: We recommend locating the distribution box and bringing access to grade for maintenance. Issuance of this OWTS Use Permit is based solely on the conditions observed and reported by the inspector to the Department on the date of the inspection(s) and on Department records at the time of permitting. The issuance of this permit does not constitute a guarantee, warranty, or representation by the Department that the system will operate properly or will not fail or that the system will not be subject to future enforcement action to correct non-compliant conditions. Estimated capacity of the system has been listed on the permit and we recommend that you monitor and/or meter water use to prevent overuse and possible failure. 10/29/2018 Pitkin County Mail - Online Form Submittal: Property Sale/Remodel Use Permit Application https://mail.google.com/mail/u/0?ik=c2c72bb885&view=pt&search=all&permmsgid=msg-f%3A1615408905425617725&simpl=msg-f%3A16154089054…1/3 Bryan Daugherty <bryan.daugherty@pitkincounty.com> Online Form Submittal: Property Sale/Remodel Use Permit Application noreply@civicplus.com <noreply@civicplus.com>Fri, Oct 26, 2018 at 11:13 AM To: schuyler.clay@pitkincounty.com, ehapps@pitkincounty.com Property Sale/Remodel Use Permit Application Please Note: Each OWTS System must be submitted individually. If there are additional systems on the property, additional applications are required. Job Parcel ID 246527200004 Physical Address 2555 W. Sopris Creek Road Residences 1 No. of Bedrooms 3 Square Footage of each Residence 3202 Purpose of Use Permit Property Transaction Closing Date 12/6/2016 Lot 2 Block Field not completed. Filing Field not completed. Subdivision West Sopris Ranch (Section Break) Primary Contact Information Primary Contact First Name david Primary Contact Last Name Wyndhamsmith Primary Contact Email Address Wyndhamsmith@earthlink.net Primary Contact Address 1092 E Green Street Primary Contact Phone Number 626-824-6916 Primary Contact City Pasadena Primary Contact State CA 10/29/2018 Pitkin County Mail - Online Form Submittal: Property Sale/Remodel Use Permit Application https://mail.google.com/mail/u/0?ik=c2c72bb885&view=pt&search=all&permmsgid=msg-f%3A1615408905425617725&simpl=msg-f%3A16154089054…2/3 Primary Contact Zip 91106 (Section Break) Owner Information Primary Contact is Owner?Yes Indicate Preferred Method of Payment Check Payment Contact Email for Debit/Credit Payment Wyndhamsmith@earthlink.net (Section Break) Licensed Inspector Information Primary Contact is Licensed Inspector? No Inspector First Name Joseph Inspector Last Name Zamora Inspector Email Address gerryzamora@msn.com Inspector Mailing Address P.O. Box 754 Inspector City Carbondale Inspector State CO Inspector Zip 81623 Inspector Phone Number 970-963-1399 Inspector Fax Number Field not completed. (Section Break) Uploads Pitkin County Inspection Form Septic inspection.pdf Site Plan ISP WEST SOPRIS RANCH PARCEL 2 10-18-18.pdf Floor Plans House plans.pdf Additional Reports, etc.Field not completed. Comments or additional information: Field not completed. 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 10/29/2018 Pitkin County Mail - Online Form Submittal: Property Sale/Remodel Use Permit Application https://mail.google.com/mail/u/0?ik=c2c72bb885&view=pt&search=all&permmsgid=msg-f%3A1615408905425617725&simpl=msg-f%3A16154089054…3/3 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. oNSTTE WASTEWATER TREATMENT SYSTEM (OVWS) USE PERMIT INSPECTION FORM 76 Service Center Rd Aspen CO 81511 97O-92O-5O70 Fax 970-920-5077 www.PitkinCountv.com lnsoection for Permit Number:I powu ob Address {provide proof of application for an address ifthere is currently no address} Address Apolication ob street:l lzsss w. Sopris Creek Road Job citv:lgr"rft IJob state:lo. I touzin[1621 )wner )wner First N.."'lDavid & patrice I owner Last Name:ffyndhamsmith Owner Corporation Name )wner Mailing Address 1092 E. Green Street )wner Citv:lp,sadena )wner State: lCa.)wnerzin:$1 166 )wner Phone Owner Cell Phone:)wner Email ,ermit Contact :ontact First Name: lBryan I Contact Last Name:)augherty ontact Business N".",lEnvirOnrnental Health :ontact Mailins Address: I k6 service center Road :ontact ciry:lASpen :ontact State: ICO :ontaa zin:16161 1 lontact Phone:970) 920-5076 | contact cell Phone:contact Email:lurn*. pitkincounty. com -icensed lnspector nspector First Name loseph lnspector Last Name: IZamOfa tnspector Business Name:lZaffiora Excavating, lnc. nspector Mailing Address,l lp.O. BOx 754 nspector city:lCarbOndale lnspector State: ICO lnspector Zip:191623 nspector Phone 970) 963-1399 | tnsnectorcellPhon"'l1g7o1 379-7171 lnspector E.,il'lgerryza mora@msn. com nspector's License NlurnSsy; [1 3263lTC )arcel lD 2465272 00 004 -egal Description ffest Sopris Ranch Lot 2 \ copy of this inspection will b€ remitted to Pitkin County Environmental Health Department by the Licensed Systems lnspector within 50 days of the nspection regardless of whether the system passes or fails. Questions For Property Owner PRIOR To lnspection: ls the home currently occupied?lf N: How long has it been vacant? How manv bedrooms are in the home?le RECORDS ere system records available from Pitkin CountV? lYes l:l Y: Permit Number Date offinal approval:No. of bedrooms permitted: as an as-built drawing available? the as-built drawing accurate? N: Complete and upload a drawing of the system as accurately and possible n Describe chanee in useldifferences: 16 SITE CONDITIONS Any questions marked FAIL or NO will require correction before an OWTS Use permit is issued. Proper grading, no evidence of "rosion' @ Proper vegetation cover: EGlEl N0 evidence of compaction such as heavy machinery or livesto.t, lM-Eil Proper discharges {no straight plpesl'lilSl NO evidence of high ground water: Iffi-m Snow cover is NoT presentr@$ Site Condition, e"rr7f"i!, lffil rANK(SI TANK 1 TANK 2 TANK 3 Tank Capacity {gallons)2500 ank Material Concrete {umber of compartments 2 )ate of last oumoine 2012 .ids/risers )ASS FAIL AIL lisers to srade rES NO \o liser heisht 25" liser condition/water tiehtness nlet Sanitary T/Baffle )ASS FAIL AIL )utlet Sanitary T/Baffle )ASS AIL :AIL iffluent Filter (if part of design)v/A N/A \IA londition of Tank Material )ASS AIL :AIL lank was pumped for inspection rES NO NO f Y: List Pumping Companv Independence Environmental Service f N: Date of last pumping icum level {lst comoartment} inches 3" iludee level (1st comoartment) inches 8', icum level 2nd compartment) inches 1" iludge level 2nd compartment) inches 3" Backflow (if pumpedl ]ASS =AIL FAIL Mlidtank Baffle N/A \/A N/A Water Tightness ]ASS =AIL FAIL PUMPS/DOSTNG STPHONS ls a pump or dosing siphon present? lf Y: ls the pump/dosing siphon function properly? Does the pump/wiring/dosing siphon appear to be in good condition? ls the high water alarm working; both visibly and audibly? Pumps/Dosing Siphon Pass/Fail: a secondary treatment unit present? lU*O"l lf Y: Does the unit appear to be in good working condition? lNo-l the owner have a current maintenance contract for the unit? @ there is no maintenance contract, a contract must be in place prior to occupancy of the home. A copy of the contract must be submitted to Pitkin Effluent surfacing?Evidence of past surfacing? Field location verified by observation ports or probing: FESEI Liquid in observation port?Ifr-l lf Y: Recorded Depth {inches) Distribution Box or ADV part of original Design? fdE lf Y: ls it accessible f.o* grrd"?|ffi-l lf Y: ls it level and in good condition INO I problems with the system that were not addressed above? List any recommendations for the continued use of the system: lnstall biotube filter on the oulet side of the tank. No filter was originally installed. cap on one of the inspection ports. any repairs done as a result of this inspection? f Y: Describe repairs biotube filter was installed on the outlet side of the tank. cap was replaced on one of the inspection ports. workwas completed on October 12,2018byZamora Excavating, lnc. I Notes: the best of my knowledge and training the information collected in this inspection is accurate. 0t15t18 Print this formReset this formSave Form for Submittal i.+i "'Y-"'*t}*.{ki .' -:i-;"' *S1., '.4{-+ ij t :t';! ' .l! lr )i . " 1.r; :lr j il i ,. ' "qe . .., rs.,.: .t .ii.r ;.;. ] I ,e* l: r l {{' /< b'.t , tf 5' vtrt*5 ft,,*f,ptl*. :' '7 *- 1*'; kt;- \,- ':. ; G - j ,.1^r J) " ".''ir','T!3 {.f/r;fAr{rr''- - i ..*",:#*1. "*i-idWa"" :i. , .ll $.t h-f. .re' ttql:* ,1 ,rao& n' !' **.,r+ '.i4rt .1{r, "*.$}. !,.f|..*. ,& ff d & L.i'" E"F i,"t & ,tY*&+', 9* -id' * 'i&-..,' ,6in' ; 9'4 #+ I,,a €H "Er :r rt-,tt & 1"fr wd , $;: f r ;iS 7'i7** ra, w f7 5' fi' '*'r /';;i S F'{.{, v''tt .i;' /',{15' r'-lffirr" ff'l {/Y/ {f 5 ti}t: 4 ; si-f{i i !i u{;f ,i": &#. r-+ #-.8 ta *dg '".'=.1 '. October 15, 2018 Joseph B. Zamora P.O. Box 754 Carbondale, Colorado 81623 Re: OWTS inspection report 2555 W. Sopris Creek Road Basalt, Colorado 8L621 Disclaimer: This inspection is intended only as an evaluation of the present condition of the OWTS based upon what was observed and the Licensed lnspector's expertise in onsite wastewater technology. The inspector has not been retained to warrant or guarantee the proper functioning of the system for any period of time in the future. Because of the numerous factors which may affect the operation of an OWTS, as well as the inability of the inspector to supervise or monitor the use or maintenance of this OWTS, this report shall not be construed as a warranty by the inspector that the system will function properly for any particular prospective buyer, and the inspector disclaims any warranty, either expressed or implied, arising from the inspection of the OWTS or this report. The evaluation does not ascertain the impact the system is having on groundwater. Please feel free to contact me at (970) 379-7L7L if you should have any questions. Sincerely, -O/a*7do*W, .4J C /*-zst- - Joseph B. Zamora NAWT Certified lnspector Ce rtif icatio n # L3263lT C IMPROVEMENT SURVEY PLAT WEST SOPRIS RANCH, PARCEL 2 N8803015311W 1974.40' 00 35.268ACRES FIELD 35.323 ACRES RECORD O O 0 00 O I M1 THIS IMPROVEMENT SURVEY PLAT WAS ACCEPTED FOR FILING IN THE OFFICE OF THE CLERK AND RECORDER OF THE COUNTY OF PITKIN, STATE OF COLORADO, AT O'CLOCK, M. THIS DAY OF IN PLAT BOOK AT PAGE AS RECEPTION NUMBER C4 S880 37'38"E 1975.72' FIELD S88034'25"E 1977.67' RECORD N O R T H 0 100 200 400 1" = 400' BASIS OF BEARING = A BEARING OF S 01042'01"W BETWEEN A FOUND GLO N1/4 CORNER OF SAID SECTION 27 AND REBAR AT THE NORTHEAST CORNER OF EXCEPTED OUT 5 ACRE TRACT. CLERK & RECORDER NOTICE: According to Colorado law you must commence any legal action based upon HIRED GUN SURVEYING,LLC 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 P.O. BOX 1336 than ten years from the date of the certification shown hereon. BASALT, CO 81621 (970)964-6105 � LEGAL DESCRIPTION C o �q WEST SOPRIS RANCH, PARCEL 2 AS DESCRIBED IN BOOK 312, PAGE 11 PITKIN COUNTY. di cq ° c9 '—' 0 Q0 U� N88034'25'W °'0 311.90' Legend W Q S88034'25"E 311.90' O INDICATES FOUND MONUMENT AS DESCRIBED C❑MMUNICATI❑N RISER ELECTRIC TRANSFORMER ELECTRIC MANHOLE GAS LINE MARKER Notes UNLESS OTHERWISE SPECIFIED, ALL UTILITY EASEMENTS, AS WELL AS ALL PUBLIC AND PRIVATE RIGHTS OF WAY ARE DEDICATED TO THE PERPETUAL USE OF ALL UTILITY COMPANIES FOR THE PURPOSE OF INSTALLING, CONSTRUCTING, REPLACING, REPAIRING AND MAINTAINING UNDERGROUND UTILITIES AND DRAINAGE FACILITIES, INCLUDING BUT NOT LIMITED TO WATER, ELECTRIC, GAS, TELEPHONE AND TELEVISION LINES, TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS FOR SUCH INSTALLATION, CONSTRUCTION, REPLACEMENT, REPAIR AND MAINTENANCE AS WELL AS THE RIGHT TO TRIM INTERFERING TREES AND BRUSH. IN NO EVENT SHALL THE UTILITY COMPANIES EXERCISE THE RIGHTS HEREIN GRANTED AS SO TO INTERFERE WITH THE USE OF THE RIGHT OF WAY FOR ROADWAY PURPOSES EXCEPT TO THE EXTENT REASONABLY NECESSARY TO ENJOY THE GRANT HEREBY MADE. SURVEYOR'S CERTIFICATE "I, Steven A. Yelton, hereby certify to Michael T. Navin and Liga Mattics and to the Title Company of the Rockies and/or assigns, that this is an "improvement survey plat" as defined by C.R.S. § 38-51-102(9) and that it is a monumented land survey showing the location of all structures, visible utilities, septic access, septic tanks, irrigation ditches, headgates, fences, hedges, or walls situated on the described parcel and within five feet of all boundaries of such parcel, any conflicting boundary evidence or visible encroachments, and all easements, underground utilities, and tunnels as visible and described in the Title Company of the Rockies, Commitment Number: 7000067-C, effective date 9-25-2018 or other sources as specified on the improvement survey plat." STEVEN A. YELTON PLS. # 33645 DATE: 10-18-2018 DATE SURVEYED: 10-18-18 DATE DRAFTED: 10-18-18 REVISED: p4 R �Gi� C,l4Jz�� •A�� rb'�;�t� 33645 DATA FILE NAME: 1508143 DRAWN BY: SY MA TERlAL LwZCmvZN4P SECTION PLAN 0 CONCRETE—� SOIL/ v o COMPACTED vm FILL CONCRETE ROCK/NON- MASONRY COMPACTED FILL zid BRICK 111C� SRND FIREBRICK FIN15HED �q STONE ROUGH PR,4M/N6 OR ROUGH 5AH/N TRIM FRAME WALL YVOOD BLOCKING � -� — METAL WOOD T/LE ,�� GLU-LAM YVOOD GLAZING PAR ilGLEBD.OR—,,,,,,,, WOOD FIBER BD STEEL lNSU AT/ON ALUMINUM OR L � ACOUSTICAL SHEET METAL U GP/L/NG BATT CARPET INSULATION GYP lNALL BOARD/ 5TUGG0/PL.457"ER DETAIL NUMBER O MARK 0 SHEET NUMBER 1NVOA MARK O RVALL TYPE MARK D- 5POTELEVA TION IN PLAN SPOT ELEV ATI N IN — SECTION OR ELEVATION &RID LINES - i MATCH LINE • - DETAIL NUMBER 4 SHEET NUMBER ADJ ADJACENT .EGG A&&REGA TE ARCH ARCHITECTURAL BM BEAM BRG BEARING BET BETkVEEN BLS BOA O B5 BOTH 5112E5 BO BOTTOM OF BLL;,I BUIL 1NG CAB CABINET Cl- CENTER LINE CER CERAMIC GLIB CLEAR CLO5 CLOSET COL COLUMN CONC CONCRETE CJ CONSTRUCTION JOINT CONT CONTINUOUS 17p DAMP OOF/NG 12ET r,>E TA IL DIA VIAMETER L21M OIMEN51ON i7A V15HRYA5HER L2N 0ORYN OR VRAIN EA EACH EL ELEVATION EO EOUAL EXIST' E'X1771N EJ EXPANSION JOINT EXT EXTERIOR FO FACE OF FIN FI 15H FP FIREPROOF FL FLOOR FZ7 FLOOR GRAIN FTG FOOTING FZ2N FOUNIPA TIO 6A &AUG E Gr4L V GAL VINIZ'E7 GC GENERAL- CONTRAC T"OR GL GL.A55 A.O. 1 INFORMATION SHEET SURVEY Gib GRADE 5AN 5AN/7-Ai2Y p 1• 1 5/7-EPL,4N GYP GYPSUM SECT SECTION A2. 1 LOWER LEVEL FL0012 PLAN GWB GYPSUMWALLBOARD 5E{N 5P?VER HDW HARDYVARE SHT SHEET A2.2 MAIN d UPPER LEVEL FLOOR PLAN HD HE,4A 5HLV SHELVES A2.3 i?OOFPLAN HVAG HEATING, VENTILATING, S/M 5/MICA/? AND AIR CONDITIONING SL 5L/17/NG A3. 1 NORTH d SOUTH ELEVAT/ON5 HT HEIGHT STG 50UN12-771RAN5M/T/ON GLA55 ,a�3.2 P.45T d YYEST ELEVATIONS HWY HIGHWAY SPEC SPEG/P/Gs4TlON H012 HORIZONTAL 50 5QUARP .44.1 SECTIONS ID /N5/DE DIAMETER 57D STANpARD INS INSULATION 57-L STEEL A4.2 SECTIONS lNT INTERIOR 57RUG7 STRUCTURE(AL) A4.3 SECTIONS jr JOINT SUS SUBSTITUTE LAM LAMINATE SUPPL SUPPLEMENT (AL) A5. 1 DETAILS LflV LAVATORY 5U5P 5U5PPND (PD) A5.2 DPTA/L5 MFG MANUFACTURER TEL TELEPHONE MO IMA50NRYOPPN/NG TV TELEVISION fk5.3 DETAILS MTL MATERIAL TEMP TEMPERED 51 FOUNDATiDN/ MAIN FLOOR FRtLM/NG MAX MAXIMUM /E THAT /5 MFGH MECHANICAL THK THICK 52 UPPER FLOOR FRfIMlNG/ROOF PLAN MIN MINIMUM TPH TO/LET PAPER HOLDER MlSG M/SGELLANOUS T d G TONGUE AND GROOVE 53 DETA/L5 N/G NOT IN CONTRACT T d B TOP AND BOTTOM 54 6ENPi2.4L NOTES/ DETA/L5 NA NOTAPPLICABLE TO TOP OF NTS NOT TO SCALE T TREAD oc ON TYPICAL z7gas/45WER OPG OPENlNGER UGP UNDERGROUND OPP OPPOSITE UNPIN UNFINISHED BILL LUEGK OPH OPPOSITE HAND UBG UNIFORM BUILDING GODS OD OUTSIDE D/AMETPi2 U56 UNITED STATES GAGE LUEGIc DESIGN D PENNY(NAILS,ETG.) VAR VARIABLE 240 50PR15 AVE. PERP PERFORATED VENT YENTlL.4TE GARBONDALE, CO PL PLATE VIP VERIFY /NF/ELD q70-963-5986 PYY PLY{NT7 PERT VERTICAL PROD PRODUCT VA VINYL R5BE5705 7/LE q 70- 963-5 98 7 FAX PROP PROPERTY /NG ?VATERCLOSET BU/LJw, pt R RADIUS OR R/5PR {NP NJATFRPROOF JOHN G. rNAHL REF REFER rvT rvEIGHT RPPR REFi¢IGER,4TOR N!lN W/NDO{N IMAGE CONSTRUCTION INC. RE/NF REINFORCE (D) N!/ YV/TH (COMB. FORM) 500 HONEYSUCKLE DR. +eEctV REQUIRED rv/o w17Nou7 NFIN CASTLE, CO 8 164 7 Rr-t ROOM wn wooD q 7O- 984-04 9 9 RO ROUGH OPENING LUECK t7E / N 240 50PR15 AVE. ARSONI�ALE, GO 970 - 165 - 61a6 BLDG. PERMIT: 1 1-30-q 8 i AO. 1 y r Y s r , �. , '.,, v rv, n-. i v x•�.-'., � ,A{ @',a': 4'F. PROPERTY DESCRIPTION A PARCEL OF LAND SITUATED IN THE NI/2 OF THE NWI/4 OF SECTION 27. TOWNSHIP 8 SOUTH, RANGE 87 WEST OF THE 6th P.M. MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NW CORNER OF SAID SECTION 27: THENCE S 88652*18' E ALONG THE NORTH LINE OF SAID SECTION 27 A DISTANCE OF 2633.74 FEET TO THE CENTERLINE OF SAID SECTION: THENCE S 01°02'31" W A DISTANCE OF 292.03 FEET TO THE TRUE POINT OF BEGINNING: THENCE N 88034*25" W A DISTANCE OF 1978.52 FEET: THENCE S 00°59'12" W A DISTANCE OF 888.00 FEET: THENCE S 88°34'25' E A DISTANCE OF 1977.67 FEET: THENCE N 01002*31" E A DISTANCE OF 888.00 FEET TO THE TRUE POINT OF BEGINNING. EXCEPT THAT PORTION OF SUBJECT PROPERTY,CONVEYED BY DEEDS RECORDED JUNE 15. 1972 IN BOOK 264 AT PAGE 470 AND MAY 17. 1976 IN BOOK 312 AT PAGE 11. COUNTY OF PITKIN. STATE OF COLORADO. THIS DESCRIPTION WAS COPIED FROM THE DOCUMENT RECORDED IN BOOK 738 AT PAGE 488 OF THE OFFICIAL RECORDS FOR PITKIN COUNTY. COLORADO. THE DESCRIPTION FROM THE DOCUMENT RECORDED AS RECEPTION NO. 393325 IS AS FOLLOWS: A PARCEL OF LAND SITUATED IN THE NE 1/4 OF SECTION 27. TOWNSHIP 8 SOUTH. RANGE 87 WEST. 6th P.M.. PITKIN COUNTY. COLORADO. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHENCE CORNER I OF TRACT 75. TOWNSHIP 8 SOUTH. RANGE 87 WEST. 6th P.M.. BEARS S. 38 DEGREES 39 MINUTES 36 SECONDS W. 1917,57 FEET: THENCE S. 01 DEGREES 26 MINUTES W. 700.00 FEET: THENCE $. 86 DEGREES 30 MINUTES 56 SECONDS W. 311.90 FEET: THENCE N. 01 DEGREES 26 MINUTES E. 700.00 FEET: THENCE N. 86 DEGREES 30 MINUTES 56 SECONDS E. 311.90 FEET TO THE POINT OF BEGINNING. COUNTY OF PITKIN. STATE OF COLORADO THE DOCUMENT RECORDED MAY 17. 1976 IN BOOK 312 AT PAGE II WAS A CORRECTIVE DEED. SECTION 27. TOWNSHIP 8 SOUTH. RANGE 87 WEST OF THE SIXTH PRINCIPAL MERIDIAN A REVIEW I �r � � ^ THIS DOCUMENT CORRECTS DEEDS RECORDED JUNE 15, 1972 IN BOOK 264 AT PAGE 470 AND ilF Y I W �t'1 N OCTOBER 25. 1974 IN BOOK 292 AT PAGE 729. THE DESCRIPTION FROM SAID DOCUMENT IS AS FOLLOWS:'WEST SOPRIS CREEK WEST $OPRIS RANCH. PARCEL 2: A PARCEL OF LAND SITUATED IN THE NI/2 OF THE NWI/4 OF SECTION 27 T8S. R87 W OF THE 6th P.M. MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT 1"HE NW CORNER OF SAID SECTION 27. THENCE S88052.18"E ALONG THE NORTH LINE W SECTION 27. 2633.74 FEET TO THE CENTERLINE OF SAID SECTION. THENCE SI°02*31-W 292.03 FEET TO THE TRUE POINT OF BEGINNING, THENCE N88°34'25"W 1�078.52 FEET. THENCE SO°59'12"W 888.00 FEET, THENCE $88°34.35"E 1977.67 FEET.`THENCE NI002'31E 888.00 FEET TO THE TRUE POINT OF BEGINNING. NOTE: ALL BEARINGS ARE COLORADO COORDINATE SYSTEM. CENTRAL ZONE, EXCEPTING FROM THE FOLLOWING 5.01 ACRES BEGINNING AT THE NW CORNER OF SAID SECTION 27. TH'ENCE S88°52'18`E ALONG THE NORTH LINE OF SECTION 27. 2633.74 FEET TO THE CENTERLINE OF SAID SECTION. THENCE SI°02'31"N 480.03 FEET TO THE TRUE (THIS ERROR IS ON THE POINT OF BEGINNING. THENCE N88°34'25"W 311.90 FEET . THENCE SI°02'31-W 700.00 DOCUMENT IT SHOULD BE "W') FEET. THENCE'S88°34'25"E 311.90 FEET, THENCE NI902'31"E 700.00 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING 35323 ACRES. EXCEPTIONS: RESERVING THEREFROM ALL ROADS. EASEMENTS AND RESERVATIONS EXISTING OR OF RECORD: AND FURTHERMORE RESERVING A BLANKET 50' WIDE EASEMENT FOR A ROAD TO BE CONSTRUCTED ACROSS SUBJECT PROPERTY: AND FURTHERMORE RESERVING A 15' WIDE UTILITY EASEMENT INSIDE ALL BOUNDARIES. ELJESEL BASALT EMMA e r � �8 PROPERTY®Q� m� VICINITY MAP ° SOPRIS NOT TO SCALE MTN. RANCH 30' RIGHT-OF-WAY FOR ROAD AND UTILITIES PER BOOK 264 PAGE 470 NW/CORNER SECTION 27 �$88eo 52'18E N I/4 CORNER SECTION 27 T 8S. R 87 W3.74' 20' ELECTRIC EASEMENT FOUND 3/4` STEEL ROD WITH PER BOOK 256. PAGE 102 / / OVERHEAD / POWER LINES BRASS,TAG MARKED LS 10097 FOUND 5/8" STEEL ROD COUNTY ROAD POSSIBLE S 66002*28" E 3.68' FROM WITH YELLOW PLASTIC THIS SURVEYOR'S CORNER POSITION FOUND 5/8" STEEL ROD WITH CAP MARKED POL LS 14111 SEE NOTES 6 �NCROACHMEN N 88°34'25' W 1978.52- RECORD YELLOW PLASTIC CAP MARKED WIITH TAG MARKED N 88° 36' S2 ` W 1975. 12 F I ELD LINES IN SPACE LS 141 1 1 POL POL PARCEL 2 E ' LY LN Y,�a { 4 POWER POLE N 86a 29�3a E 2A 8`. 12 ' F 1 E D t 60 < I N 86. 30 ' 56" E 311 go- RECO 0 \\\\\\\\\\\\\\\ N 88a34'25- W 311 .90' RECORD PROPERTY DESCRIPTION OVERLAP C / SEE NOTE 9 � o \ o _1 u w r \ w� 1 © © do / \ 0o 0 ! \ 400 00 ro co \ \ 4 i) L �- POLE \ $ Q M _ce cc 4'v Q \ s � o 'kt S / ! 0 v> v, �w 3 4L o o 3 STIR ROkj441 � r a 15' UTILITY EASEMENT ALL AROUND PROPERTY E D SET 5/8" STEEL ROD WITH YELLOW PLASTIC CAP MARKED BUETTNER 13166 SCALE I- - 100' - -_ Now-__ maillwal S 88°34'25" E 1977.67' RECORD TIE N b4 2'a2" E 81�.70; S 88°36'38" E 1982.67' FIELD FOUND 5/8" STEEL ROD WITH YELLOW PLASSTIC CAP MARKED O" OVERHEAD POWER LINES POL L ',:l ! 4 I ! ! // �q- POSSIBLE ENCROACHMENT TBM 99.42 /off' RR SPIKE 4 P S 86°35'09' W 321.28 FI L �d \ g 86° 30' 56` W 311 :90' RECORD ... ...... ._._. _. c a o• a ..., � _ .. _ . _---"-.-.�..... SET 5/8- STEEL ROD WITH -,. YELLOW PLASTIC CAP MARKED BUETTNER 13166 V co SURVEYOR'S CERTIFICATE a � O J� !. LOUIS H. BUETTNER. A REGISTERED LAND SURVEYOR IN THE STATE OF COLORADO. DO RECORDING CERTIFICATE `�� ��Vy~ HEREBY CONFIRM THAT THIS SURVEY PLAT WAS MADE FROM FIELD NOTES OF A SURVEY OF THE ABOVE DESCRIBED PROPERTY MADE BY MYSELF. OR UNDER MY DIRECT RESPONSIBILITY, THIS PLAT HAS BEEN ACCEPTED FOR RECORDING IN THE 01=FICE OF THE SUPERVISION. AND CHECKING. THE MONUMENTATION SHOWN HEREON FOR THE PROPERTY CLERK AND RECORDER CIF PITKIN COUNTY AT ______s_ OrCLOCK ___M THIS CORNERS WAS FOUND OR SET FOR THIS SURVEY. ALL DIMENSIONS AND DETAILS SHOWN THE ____.__ DAY OF -------------- 199---- IN PLAT BO13K AT HEREON ARE CORRECT T OF MY KNOWLEDGE. PAGE --------- ________ RECEPTION NO. -------------------- -------------------------------- CLERK AND RECORDER / ` L0UIS H. BU TT LS 13166 _ 3 T 8 S, R 87 W NORTH - SOUTH CENTERLINE S 01002'31" W 292.03' 1 0� FOUND 3/4" STEEL ROD ORIGINAL SURVEY MARKER A ROAD POSSIBLE ENCROACHMENT $ SEE NOTE 8 co SET 5/8" STEEL ROD WITH YELLOW PLASTIC CAP MARKED BUETTNER 13166 RM N 56608*46' E 23,71' FROM CORNER SET 5/8- STEEL ROD WITH YELLOW PLASTIC CAP MARKED BUETTNER 13166 RM S 06°18'43" W 16.68' FROM CORNER "---- FOUND 5/8" STEEL ROD WITH YELLOW PLASTIC CAP MARKED LINES IN SPACE LS 14111 N 88*54*57' E 9.39' FROM THIS SURVEYOR'S CORNER POSITION FOUND 3/4" STEEL ROD ORIGINAL SURVEY MARKER N 77006'14" E 5.16' FROM THIS SURVEYOR'S CORNER POSITION NOTES 1. AN ORIGINAL PLAT (MAP) PRINT PREPARED AS A PICTORIAL REPORT OF SURVEY BEARS AN ORIGINAL (INK) SIGNATURE AND SURVEYOR'S SEAL. REPRODUCTION COPIES OF A PLAT (MAP) PRINT SHOWING SURVEYOR'S SIGNATURE AND SEAL MAY CONTAIN FRAUDULENT. INCORRECT. ERRONEOUS. OR MISLEADING INFORMATION. POSSESSION OF SUCH REPRODUCTION COPIES AND THE USE OF THE INFORMATION THEREON IS UNAUTHORIZED BY.$URVEYOR. DOCUMENTS PREPARED BY SURVEYOR AND WITHOUT A SIGNATURE AND SEAL ARE TO BE VIEWED AS PRELIMINARY WITH ALL INFORMATION SHOWN SUBJECT TO CHANGE. 2. THE BASIS OF BEARINGS FOR THIS SURVEY WAS A BEARING OF SOUTH 01002*31" WEST ON THE NORTH - SOUTH CENTERLINE OF SECTION 27. TOWNSHIP 8 SOUTH. RANGE 87 WEST OF THE SIXTH PRINCIPAL MERIDIAN AS PER THE PREVIOUS SURVEYS OF THIS SUBJECT PROPERTY AND ADJOINER$. THIS BEARING IS COINCIDENT WITH THE COLORADO COORDINATE SYSTEM. CENTER ZONE BEARING FOR THIS LINE. THE BASIS OF ELEVATION FOR THE ELEVATION CONTOURS SHOWN HEREON IS AN ASSUMED ELEVATION OF 99.42 ON THE RAILROAD SPIKE IN THE POWER POLE WESTERLY OF THE PROPERTY AND MARKED BENCH HEREON. 3. SURVEYOR RELIED ON THE TITLE COMMITMENT FOR TITLE INSURANCE FROM PITKIN COUNTY TITLE. INC.. CASE NO. PCT 12633. FOR INFORMATION REGARDING ENCUMBRANCES OF EASEMENTS AND RIGHT-OF-WAY CROSSING THIS PROPERTY. SURVEYOR DETERMINED THAT ADDITIONAL EASEMENTS OF RECORD CROSS THIS PROPERTY. 4. THE BEARINGS AND DISTANCES OF RECORD ARE SHOWN HEREON AND LABELED "RECORD". THE BEARINGS AND DISTANCES LABELED "FIELD" HEREON ARE THE FIELD MEASUREMENTS BETWEEN THE FOUND OR SET MARKERS (MONUMENTS) AT THE ENDS OF THAT BOUNDARY COURSE. 5, THIS PROPERTY IS LOCATED ON THE PITKIN COUNTY. COLORADO AND INCORPORATED AREAS. NATIONAL FLOOD INSURANCE PROGRAM. FLOOD INSURANCE RATE MAP DATED JUNE 4. 1987. COMMUNITY -PANEL NUMBER 08097 CO 075 C. THE PROPERTY IS WITHIN THE ZONE "X`. EXCEPT THAT PORTION LYING ALONG THE WEST SOPRIS CREEK DRAINAGE WHICH IS ZONE "A". ZONE "X" IS THE AREA OUTSIDE THE 500-YEAR FLOOD PLAIN. ZONE "A" IS DEFINED AS "NO BASE FLOOD ELEVATIONS DETERMINED`. 6. SURVEYOR OBSERVED THAT THE WEST SOPRIS CREEK ROAD CROSSES THIS PROPERTY. SURVEYOR DID CHECK WITH PITKIN COUNTY OFFICIALS AND WAS INFORMED THAT THEY KNOW OF NO DOCUMENTS CONVEYING RIGHT-OF-WAY OR EASEMENTS FOR THIS ROADWAY. SURVEYOR ALSO OBSERVED THERE ARE OVERHEAD POWER LINES THAT MAY BE POSSIBLE ENCROACHMENTS. 7. THIS PROPERTY WAS COVERED WITH SNOW UP TO 4 FEET IN DEPTH AT THE TIME OF SURVEY. 8. SURVEYOR HAS BEEN UNABLE TO LOCATE ANY DOCUMENT FOR THE ROAD RIGHT-OF-WAY SHOWN CROSSING THE EASTERLY PORTION OF THE PROPERTY. SURVEYOR DID TALK TO THE OWNER (WILLIAM FENDER). OF THE PROPERTY AT THE UPPER END OF THE ROAD. MR. FENDER SAID THAT HE HAD AN EASEMENT FOR THE ROAD. BUT COULD NOT SUPPLY THE DOCUMENT OR THE BOOK AND PAGE AT THE TIME OF OUR CONVERSATION IN THE FIELD. 9. THERE IS A POSSIBLE OVERLAP OF THE PROPERTY DESCRIPTIONS BETWEEN THE LARGER PARCEL (BEING SURVEYED) AND THE 5 ACRE EXCEPT PARCEL WITHIN ITS BOUNDARIES. THE LATEST DESCRIPTION FOR THE 5 ACRE EXCEPT PARCEL-.-IS,THE DOCUMENT RECORDED AS RECEPTION NO. 393325, (THE DESCRIPTION IS SHOWN HEREON). IS DISSIMILAR TO THE DESCRIPTION ON FOR THE EXCEPTION PARCEL ON THE CONVENIENCE TO THE OWNER ON THE PROPERTY BEING SURVEYED. BOOK 738. PAGE 488. (THE DESCRIPTION IS SHOWN HEREON). THE DESCRIPTIONS ON THE TWO DOCUMENTS DESCRIBED THE PROPERTY IN DIFFERENT LOCATIONS AND DIFFERENT SHAPES. 10. ANY RESIDENCE OR ACCESSORY STRUCTURES SHALL NOT BE LOCATED ABOVE THE NINETY FOOT (90') CONTOUR LINE. OWNER'S CERTIFICATE KNOW ALL MEN BY THESE PRESENT THAT BEING THE OWNERS OF THE PROPERTY DESCRIBED HEREON. IN PITKIN COUNTY. HAVE INSTITUTED THE LUECK 1041 REVIEW SITE PLAN AS SHOWN HEREON. EXECUTED THIS DAY OF 1998. STATE OF COLORADO) )SS COUNTY OF ) THE FOREGOING OWNER'S CERTIFICATE WAS ACKNOWLEDGED BEFORE ME THIS DAY OF 1998. BY AND AS OWNER'$. WITNESS MY HAND AND SEAL. MY COMMISSION EXPIRES: NOTARY PUBLIC COMMUNITY DEVELOPMENT APPROVAL THIS PLAT WAS APPROVED BY THE PITKIN COUNTY COMMUNITY DEVELOPMENT OFFICE THIS THE DAY OF . 1998. WAIVER APPLICANT ACKNOWLEDGES THAT HE/SHE HAS BEEN INFORMED BY PITKIN COUNTY OF THE EXISTENCE OF "1041 HAZARDS AREAS" THAT MAY AFFECT THE PROPERTY. IMPROVEMENTS. AND THE USE AND OCCUPANCY THEREOF. THE PROVISIONS OF THESE REGULATIONS DO NOT IN ANY WAY IMPLY THAT THE AREAS OUTSIDE OF THE DESIGNATED HAZARDS WILL BE FREE FROM HAZARDS, OR THAT APPROVED MITIGATION MEASURES WILL GUARANTEE THE SAFETY OF THE PROPERTY. BOARD OF COUNTY COMMISSIONERS APPROVAL THIS PLAT WAS APPROVED BY THE PITKIN COUNTY BOARD OF COUNTY COMMISSIONERS THIS DAY OF . 19 0 10 so 100 2oa 300 - DATE `{ � a NOTICE: ACCOktt4G TO C(?-ORADO LAW YOU "T C0NCE ANY LEGAL t.Ul>n N E3t TTl+f1 R SURVEYING co ACTION BASED tll"ON ANY DEFECT N THIS SURVEY WITHIN TWEE YEARS 0040 WEST SOPR15 CREEK ROAD AFTER YOU FIRST DISCOVERED WCH DEFECT, N NO EVENT. MAY ANY 6ASAt { COLORADO 8621 ACTION BASED UPON ANY DEFECT N THIS SURVEY BE COIAkNCED MORE THAN TEN YEARS FROM TFC DATE OF TW CERTIFICATION Shi V14 tIEREOR 240 SOPRIS AVE. CARSONVALE, aO Iq 170 - qbs - slqab • • REVISED: 2-22-qq BLDC7. PERMIT: 1 1-50-qa I 240 SOPKIS A\/F-. CAKSONVALE, CO 11"70 - q&S - S966 BLVO. PERMIT: 1 1 -50-qa mwm 240 SOPRIS AVE. GARSONVALE, CO 9i0 - 9b3 - 598b 1 1 t $LD(5. PERMIT: 1 1-30-98 0 Siding.. 1. 1 x recycled stained vert. cedar board on board (old barn wood) 2. 6 " exposure sawn cedar shingles - natural 3. 6"exposure horiz cedar bevel siding - natural 4. Oloped.2x Cedar trim cap and flashing 5. Alternating lapped Horiz siding corners 6. Rusted corrugated metal 7. Natural stucco 0 Beams $ Columns. 1 1. Exposed clear stained rafter tails - see details 12. Exposed clear stained fir lookout beam 13. Exposed clear stained fir ridge beam - see detail 14. Exposed clear stained beam, gee details for size s shape * *rrift .2 1. 5tained.2x cedar trim, cut to fit with butted joints as shown 22. Aindow and door trim where shown on elevations. a. Stained 2 x 5 cedar head trim - natural b. Stained 2 X 6 cedar Jamb trim - natural c. Stained 2 x cedar sffl trim - natural (at living room bay and windows located within horizontal siding) 23. Clear stained 2 X 6 cedar fascia - natural 24. Stained 1 x cedar trim, cut as shown 0 Roofing: 31. Rusted corrugated metal roofing 32. Cedar shakes/ price asphalt shingles as an alternative 33. Not used 34. Ridge vent - see detail 35. Corrugated metal roof at entry and shed in master bath - see details 36. metal flashing ® Misc..- 41. Not used 42. kVood rail system wl 4x4 fir newel posts - see detail 43. indicates finished grade 44. Indicates existing grade 45. Wood framed porch/ deck wl 2x6 decking 46. Wwire cable 47. Exposed aggregate concrete sidewalk/ steps 40. A"steel connection plate - see structural - - -- -- - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - --- - - goo V N SCALE.- 114 1 ,RVZA� 240 SOPKI5 AVE. CARSONVALS, CO 41 170 - lq&s - SC156 • • REV: 4-20-cicl BLVC7. PERMIT: 1 1-50-qa -------------------------------- ------------------------------ 240 501PKIS AVE. C,AKDONPALM, CO C1,70 - C465 - 3986 • 240 SOPKIS A\/r:. C,AKDONVALE, CO C1,10 - CI&S - 54156 , PLY. L. tJ K VAUARZAMUT 240 SOPRI3 AVE. CAR50NDALE, CO 1i® - 963 - SCM6 W- a_i -0 AV �i/ ■ SOPKIS AVE. CARBONDALE, CO cl 170 - C165 - scib(o REV: 4 -a2 0- cl cl BLP(5. PERMIT: 1 1-50-cla F RIDGE VENT RIDGE VENT RIDGE VENT 5EE12 ROOF F— R/176E am 5EE STRUCTURAL ROOF Y-5 TEMif # 1 12 5EE 2X 10 BLOCKING ROOF F— Construction Systems Legend RAFTERS BEYOND PLAN PLAN ROOF 5*K57'EM # 1 ROOF -5y,57EM #2 2X 12 RAFTERS 0 24"O.C. INSULATION BAFFLE INSULATION BAFFLE F 2X 10 BLOCKING IR-35 BATT RAFTER5 PYI BEYOND INSULATION FLA5H/h BIRV5 MOUTH CUT TO BEAR 6X 12 R/O&E am HANGERS PER 5TRUCTURAL 2X4 6UDFA�5CIA ON RIDGE BM 6X 10 R/06E am 2X 12 FA5CIA 5EE 5TRUCTURAL FOR SM VIMEN51ON5 HU6 10 00 2X6 FA.15CIA 2X 12 RAFTER KING POST BEYOND RAr- r:K =�JEFAR/Nc'—'7 ou m nool z: L Jl;ZArvm—w-7m'wjv=wwpR0ft5 HA Nd"61NO& POOZ/vOEM Eiik VE K'All;:�z: rR0%AF"1"'J"ffM*0w* BEFA RIN& 1 112 112" 112 112 O.H. FOR DIMENSION ROOF WINDOW UNIT 51r5TEM #2 VENT BETWEEN RAFTERS 0 CAULK $ SHIM MRE ME-SH 24"O.C. FLASHING MAIN ROOF MTL FRAMED WALL SYSTEM # 1 1 X FASCIA FLASHING 5 Y5 rJem # I 2X 12 2X4 BLOCKING 2X HEADER PER RAFTER FLOOR 5Y57EM 1 0 16 " O.C. HEADER STRUCTURAL- rAlL5 ^ALL-5YSTEM # 1 5/4 COL-12 ROOF VENT- CAULK 1x4 TRIM 2X6 SrA/NEV AIR CIRCULATION ROUGH -c7AkVN PATH W 314 114n SHIMSPACE MOAR FA-5CIA MIN. GAP FOR HOR -51.0/N& - AIR INFIL 7RA TION TYP HEAD LM 5EE ELEVA TION5 COR16ATE12 MTL. W EXTEN51ON R-3t3 BA TT IM5UL PYINVORY Hr,>R PER 577RUCT, (7-- 51PINC, PER DECORATIVE ELEVATIONS ROUGH 5AkVN 2X ROOF RAFTER PY/ HANGER PLYWOOD 0 TH15 5EE 5TRUCTURAL FRAMED ZPET,41L WALL TOUN&E $ GROOVE WALL SYSTEM #4 5y5TEM # 1 0 M. 5ORM, SOFFIT 14 daft Jham A f To #100 'm Al A figoaft "'A L'sul' a AoftNlolU M 0 AL a dwaft 'aaft # 0=0 s 161t:A M wv- %010= LUMMED daft J YOPPICALm EmA2 1 112 01 1 112 1 112 1 112 PLYWOOD 5USPLOOR A WALL L 5Y-15777EM # 1 FLASHING FLOOR HOR SIDING - BLOCKING VENT 0 TO. RAFTER5 WON OW UNJ'T > o 5 Y5 TEM #2 5EE ELEVATIONS ML RIM MTL FLASHING ROOF BLOCKING ML am 5EE SYSTEM #2 5TRUCTURAL CAULK -30 1 1 7/e 77.05 IN5ULA7710N FLASHING NATURAL 16"OC 2X 12 RAFTERS BAFFLE DECORATIVE 5rucc0 ON HANGERS 2x 10 SLOGI ROUGH 5AkVN 2X RIC7122 INSUL. FUTURE RECYCLED BM I R-3 13 SA TT lh/5ULATION CEVAR SILL GWB u 1 x CEDAR TRIM FUTURE 50NE VENEER 5EE STRUCTURAL FRAMING PLAN kVALL- 5Y5YTEM #2 112 PL Y ^0 L ----- L E ------- FOR HEADER SIZE 5EE ELEVA TION - ------ I X A0 TRIM FOR EXTERIOR MATERIAL 4' FIN15H NATURAL (5rucco ON 1 112" T kVAIN5CO77 0 LIVIN& RM 5rucc0 R IC-71D SHOWN) 4eD R1610 IN5UL 2 #5 CONT 0 7?V *now iloft 160% $we% Aaft doom= Ll domp Aom sofflow 7 c L, A H'"EmAVE160" '40% '0M #I -7 Pv 5EE STRUCTURAL exams 00% "Ooft'AIMM --Aw&V �"7 A 1 112 1 112 112 Aoll% olff FUTURE 5 TONE RAZWUS C-PYS THICKENED JAMS 7YP GONG 6LAB 0 GARAGE FOAM BLOCK ONDO THRE5HOLP EXTENSION RECESSED v SILL CONT. 2 X 12 EXPAN51ON EXPAN61ON LW&ER PV/ JOINT 4"GONG. JOINT FUTURE FRAMED fioYALl- 5y5rEm # 1 314"01A. A.S. V 12" O.C. RE —BAR 4 " CONC ON PER 6LA 4"CONC. VER TICAL FUTURE 4"'C7RANULAR 5TRUCTURAL ORIVEPVAY 51Z71N6 2X4 FURRING 5 TONE PA VER 5 1 112" THICK FILL ON COMPACTED kVALL IN 1 1/2"5f.-r7`lNC7 41$,PIA. EARTH DRAIN TILE V, v .SLAB D. .. � D.. 1. � I V11 v a % IN GRAVEL I 1 1. - %, V, V11 ALL 5Y67EM #2 l112- FILL V, V, 2X4 FURRIN& FUTURE Iv (DRAIN TO DAYLIGHT) V, V, GRADE WALL 4"CONC Fc SEE STRUCTURAL FOAM 4"6RANULAR FILL -/r q .. ... ...... L7RAPYIN66 FOR REAR 51ZES BLOCK FNV FURRED WALL >< Av CONFIGURATION 51IK57EM #3 COMPACTEP > FILL .,v PVA TER 2X4 0 ANCHOR BOLT PROOFIN& CRIPPLE WALL 1 112" OPTION V7 RI&ID IN-5UL A -*w 0"M wr 1-i dowmft &ARAC71= i r7tRt=�HOLLI ,off &sift !050 /fi L L, LM f = U 0 MON A MOO ft tdo 0:0 LAN mom-, I` 7 a;d A L, L, avr%/ Joao dwroom vw- 000%0 own dw� 4414 Lmr:Ll 400 emw &Oft ANOW uu] / a z NO fm RAO 00" A* 4 1 112 1 112 1 112 1 1121, 240 50PRIS AVE. CARBONDALE, CC 14'70 — c165 — 5cI66 • • BLP6. PERMIT: 1 1-50-qb REV; 4-114-qlq PERMIT: 1 1-1 l-qb C x 0 1141, Fm 12 PROJECT NORTH PR NOR 6X6 A/ GS66 O/ 12" 50 GONG. P1E1 4 #517OPYEL.S OVJ 24" 50. X 10" THK A/ 5 #4 Z. ^AY 77 LUCK Z2E5/6N SOPRos AVE. CARBONDALE, CO 1qi0 - qb3 - 5gbb �J SLD(5. PERMIT: 1 1-30—q8 -q8 FUTURE 5TONE VENEER kVOC?V-B I URNIN& FIRE(:7LA4:�E UNIT FLAG 5770NE HEARTH ON -of 1 CONC 5ETT(N& CAN776EVER' BED 7-0.6-GONG. SLAB oa-6 T.O. PL kma X 6 to CONC SLAB ICY/ #5 0 6"O.C. EA. -MAY 0 MD DEPTH OF SLAB 16 #4 VOPVEL5 X 16 0 12"OC -L 1010-4 df mrlk�- 44 #5 VERT 0 12"OC #5 HORIZ 0 16"OC 30" #4 DORYEL5 X 12"OC 6 #5 0 12 to O.C. EA. kVA Y ,,�/) ® M10 DEPTH OF F76. 0 314 re FINISHED FLOOR �7 q6`-e 314" 7� 0., PLY. -------------- .46"-6 112" T.O. )"PALL 2 #5 CONT 0 TA CONT. 2 X 12 LEDGER ^1 314 "VIA. A.S. @ 12"O.C. #5 HORIZ 16,,OC FOAM BLOCK .JOINT !; COURSE FOAM BLOCK 30" #4VOkYEL5 X 6 if 2- #5 CONT OFT65, T.O. CONC. 6q"- 1 314" T.O. FT-6. 0/ 314" OUTSIDE FACE OF STUD EOUAL-5 CENTER LINE OF FOAM BLOCK FUTURE STONE VENEER FUTURE CONC.PA 710 AND FLA65TONE PA VER6 FINISHED FLOOR 101-4" TO, PLY r-- ------ ---... - aAdto T.O. PYALL BLOCK OUT FOR CONC. 5LokB .2 #5 CONT 0 T^ #5 VERT 2 X 12') & 24"OC ® 16 to O.C. 45 HORIZ 300 0 16"OC 2 FULL FOAM #4 VOkVEL-5 X BLOCK COURSES & 24"OC #5; CRAkYL- SPACE 2- CONT 0 Ff� q5-5 314" To Fr&. mmzf��46 314 to 1 17/65 11 TJ/15 5EE STRUCTURAL ' FRAP-0N6, PLAN FOR HEAVER 51ZE I FIN15HEP FLOOR ---------------------------- i 2 X 12 LEZ76EM ^1 314 "VIA. A.S. 0 • r_091�I RIC710 IN5UL. FUTURE RECYCLED BM FUTURE 50NE VENEER CONT. THICKENED CONC SLAB 0 GARAGE THRE.15HOLV EXPANSION JOINT bq,- 1 770. CONC. 15 q`- 1 3Z4 Dl TO. F76-7. #5 VERT ® 24" OC #5 HCRIZ 0 16"OC 30" #4 VOkNEL5 X 0 145 to OC 60 2 #5 CONT 0 FTC !36'-5 314" T 0. FT&. GONG SJDE�YALK -q6o�-,5 314- rjr0-xrd= Ira IN 2 #5 CONT 070tV #5 VERT 0 12"Oc #5 HORIZ 0 16"OC 71 1 00o-6 Jr TO. PL Y. qqt-5 316" T.O. PLATE q6t-5 314" T.O. FOAM BLOCK PYALL BEYOND 100�-611 7- 0. PL Y. Mj- RIM BLOCKING =411 4q-O 7/e" 77.0, CONC. R1610 IN5UL 2 #5 CONT® T`Y TOP OF LAST FULL FORM P q8 -5 014" #5 VERT 0 12"Oc #5 HORIZ ® 16moc 00" #4 VO)'YEL6 X 12" Oc 608 2- #5 CONT 0 Fr& a qo�- loot T.O. CONC. e q�- 1 314,, ro. FT-&, 314 It 1 10-2 112" T.O. PYALL 2 x 12 m 2#5CONT0TW FOAM BLOCK e FULL COURSES JOINT 1 PAIR 71CAL #5 VERT 0 12"OC #5 HORIZ 101-4" T.O. PLY- CONT 2X 12 LEDGER ^1014 to VIA A.S. 0 16" OC < #4 VOkVEI-5 X OPTION - 2X4 CRIPPLE WALL 2- #5 CONTO F176 qO o-5 314 to T.O. F776. O 314" 7\/ 111 10 1`-4 to 7HREOHOLL2 T.O. PLY. 314 10 1`- 1 314 r.O. RVALL OUTSIDE FACE OF STUD 2 #5 CONT V rkV EOUAL5 CENTER LINE RECE55EV OF FOAM BLOCK 2 X 12 q FULL FOAMCONT. ER kyl BLOCK COURSES FUTURE STONE VENEER EEO; 14 %CIA. A.B. FUTURE CONC. PATIO O.C. INN 101t-4" ro, PLY. (2) #5 VERT 01 0 12"OC — #5 HORIZ .2 #5 CONT 0 rPY 0 161VOC 001, #5 VERT #4V0kVEL5 X 1 P 24"OC 10,06 012-- 6$0 2x 12' #5 HORIZ 3011 2- #5 CONT 0 F76 16"O.C. FOAM BLOCK #4120^EL5 X eq!- 10 1, JOINT 0 24"OC % r.O. CONC. CRARYL SPACE 2- #5 CONT a) FT& q8t-5 3141, V 5 q!-- 1 314" TOE FTG -1, T.O. F76. 314 it 314 it I 7. 0. PL Y. 7.0. PYALL .2 #5 CONT 0 7-kV L. U iff C K, RECE55EV CONT VEOI&N 2 x 12 I-EL76EM ?V/ 314 to VIA. A.B. 0 16 to OC 240 SOPRIS AVE. CARSONVALE, CC q FULL FOAM BLOCK COUR5E5 CRAWL SPACE #5 VERT • 12"OC HORIZ • 16110c #4VOkVELS X 0 12"OC 2- #5 CONT 0 FTC on T.O. CONC. a q -- 1 314 T.D. F76. 0 314 to T.O. PL- Y. W 2x 12 RIM JOIST W Lu 2X 12 BLOCKING i 10'-2 112" 7- 0. kYALL 2x 12 2 #5 CONT 0 TA (VY® 0 q) 4 FOAM BLOCK tu JOINT O #5 VERT #5 HORIZ 101-4". T.O. Pi- -K- lu CONT 2X 12 LEDGER ^1314 to VIA A.S. 0 16 to OC 301, #4 00)'VELS X 12"OC OPTION 2X4 CRIPPLE kYALL 2- #5 CONT 0 F776 q5s-5.314". % T.0. FT&. O RECE55EV -11, CONT. 2 X 12 LEDGER NY/ 314 to VIA. A.S. @ 121, O.C. kma 314" CONT. 2X TR 7-17 PL PV/ 112 to VIA A.B. 0 4 t5 to 0. C. TYP 100�-6" T. 0. PLY. ............. 7-0. CONC. FUTURE STONE PAYER PATIO ON CONC. SLAB 6" CONC. ON TOP OFLAST FOAM FORM 2 #5 CONTO TPoY 25 FULL FOAM BLOCK COURSES #5 VERT 0 12,10c eff #5 HORIZ 16,10C #4 VOPYEL-5 X 0 12"OC 2- #5 CONT 0 FT67 6 10', T.O. CONC. 6 cl!-- 1 314 T.O. Fr&. 314" RE15EP: 2-22-qq BLPO. PERMIT: 1 1-50-415 RESIDENCEGENERAL STRUCTURAL NOTES LUECK APPLY NOTED OTHERWISE ON ; •VERNING: UNIFORM BUILDING• r ..; CONCRETE: ACI BUILDING CODE 318-89 STEEL: AISC STEEL CONSTRUCTION MANUAL e ED. WOOD:AITC TIMBER CONSTRUCTION MANUALX i NATIONALDESIGN SPECIFICATION•t6 ED. B. DESIGN LOADSo FLOORROOF LIVE LOAD = 60 PSF (SNOW) LIVE •,'r 40 (RESIDENTIAL) SEISMIC WIND = 80 MPH WIND SPEED ZONE, EXPOSURE B SITE ELEVATION • APPROX. 1 V$Aj*jjjg[§=' 1L • •: • r r• •• j i •• r r' • A A r ' • ' ` •_ • Ili r r • r r ' X r � r • • A i r A r A • �, [ •.r[ • 1 / • • j • • • •' A r [ ♦ cArr r r• rr• r • :A • • ' A i •' ' • r ' •- ' A r ' •' r• ' A - •' • • r ` • •`• r • A ' r ' .. • r t 1 • ' / ' • r r • • PROVIDE CLEAR CONCRETE . COVERAGE . TO REINFORCING •r AS FOLLOWS: ""AST AGAINST ♦ AND PERMANENTLY TO A • EXPOSED TO EARTH OR WEATHER ♦ AND LARGER i SMALLER COLUMNS • BEAMS • y • STIRRUPS) ! r ALL OTHER : PER ACI : • • 9 [ • • •• A Ai' • [ • •• • [ [ 1 [ r, r A INSTALLATION.DRYPACK GROUT SHALL BE 5000 PSI FIVE STAR OR EMBECO 153 NON SHRINK GROUT OF", EQUIVALENT. INSTALL GROUT UNDER BEARING PLATES BEFORE FRAMING MEMBER IS INSTALLED. AT COLUMNS INSTALL GROUT UNDER BEARING PLATES AFTER COLUMN HAS BEEN PLUMBED BUT PRIOR TO FLOOR OR ROOF' • • j � �. r •y •. r.•r • t • r ♦'' r i • i • •" •' A OF A r • r j r •' • • 1:01" 01 \i j 1/ r [ r r • •• •[ A .r j •A A • A A A•! • • r r [ r - ! 1 • r • i A i s [ A A r A i •' • [ . r y r A. t r A r• r [ • r[ •• • • y [ l •• ' • A r #...i •: j r j s r r w y ! r j y r r w. •. r A• -. r ■ DEMUNEUT077BRICKFED I' ♦' ' y i' r',i • ' • •' i y i' FABRICATION OF STRUCTURAL GLUED LAMINATED LUMBER PUBLISHED EY THE AITC AND THE APPROPRIATE rr.•r.y LUMBER PRODUCER'S ASSOCIATION. APPEARANCE !r l• x GRADE 1i INDUSTRIAL LAMINATEDEXPOSED MEMBERS SHALL BE ARCHITECTURAL GRADE AND SUPPLIED 114DIVIDUALLY WRAPPED. MEMBERS SHALL:UILT UP USING 2" NOMINAL MATERIAL.SIZES♦ ON ARE NET SHALLALLOWABLE STRESSES FOR DRY CONDITIONS OF USE FOR MEMBERS STRESSED PRINCIPALLY IN BENDING : A •O • /i PSI Fv = 165 PSI E = 180CIO00PSI PROVIDE SAME PROPERTIES TOP AND BOTTOM FOR CANTILEVERED OR CONTINUOUS MEMBERS. '• ' : ' : a A A r 'r ` A r ' r ' i • i'� [ [ j X t [ • i � � • [ [ • • � • r j • • . my P�l MIA see so 0 0 j / r. w y: • ,. i� y - r r j i. s: r r r# r .. : y r_ [ ! 'Ago A � r [ a • a [ ! • • • i [ i r r X •. [ . • V11 rFA 114 2 sirm SYSTITI a 9 2 IN M7411AMMON - r •. r y :r ! #:- • r y r j r r:: r. r. r w FLAT ROOF • j • f f t O.C. • • • 12"O.C. SLOPED '•• :• O.C. :• O.C. • • ♦ 48/24 `•• f • O.C. i• f O.C. r t A• A A-• r [,- • j i . r ' ♦ • •- - j r ••r ' ' ' ' i' [ ••r • ALL DIMEASIONS ON .[ DRAWINGS SHALL BE VERIFIED WITHTHE ARCHITECTURAL DRAWINGS AND DISCREPANCIES SHALL BROUGHT TO THE ATTENTION OF ♦ r ENGINEER IN y TIMELY j • TO ALLOW ADEQUATE FOR RESOLUTION •• AND CLARIFICATION. THE ARCHITECT MUST AUTHORIZE ALL • AUTHORIZATION DOES NOT ELECTRICALCONTRACTOR FROM COMPLIANCE WITH THE PROJECT DRAWINGS AND SPECIFICATIONS. COORDINATE ALL OPEN114GS THROUGH FLOORS, WALLS AND ROOFS WITH THE MECHANICAL AND CONTRACTORS AND WITH THE FRAMING A • CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION SUCH THAT THE LOAD DOES ♦ r THE DESIGN LIVE LOAD. • [ 0111191 A •0 1 sizT.Allyl[ r • laolf.11 W1 1! •1 101119r • •[ • •[ i• j j r • i • r r i r - F. STRUCTURAL WOOD FRAMING: �...-/ SAWN LUMBER: ALL SAWN LUMBER FOR STRUCTURAL FRAMING SHALL BE KILN DRIED DOUGLAS FIR -LARCH GRADED AS PER LATEST EDITION NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION BY THE NATIONAL FOREST PRODUCTS ASSOCIATION AND THE WESTERN WOOD PRODUCTS ASSOCIATION AS FOLLOWS: ML STRUCTURAL JOISTS 2X6 AND LARGER: NO.2 OR BETTER Fb = 875 PSI Fv = 95 PSI E = 1600000 PSI STUDSFRAMING r OR BETTER Fb = 675 PSI Fcperp = 625 PSI Fc = 825 A FRAMING STUDS 2X6 AND LARGER: NO.2 OR BETTER -- -- —' _-- Fb = 875 PSI Fcperp = 625 PSI Fc = 1300 PSI 1 1 7/S" TJl'S HEAVY TIMBER FRAMING 5X5 AND LARGER: DOUG FIR #1 OR BETTER 0 16110C Fb = 1350 PSI Fv = 85 PSI E = 1600000 PSI G.4N71L:E1/ERE17 1 1 7/S " 7"Jl'5 SIZES SHOWN FOR SAWN LUMBER FRAMING ARE NOMINAL SIZES. SIZES SHOWN FOR HEAVY TIMBER FRAMING ARE ACTUAL SIZES. PROVIDE SOLID BLOCKING BETWEEN ALL JOISTS AND RAFTERS AT SUPPORTS AND MINIMUM 1X4 CROSS BRIDGING AT NOT MORE THAN 8'-0" O.C. BETWEEN SUPPORTS EXCEPT AS NOTED OTHERWISE. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS RUNNING PARALLEL TO JOISTS AND SOLID BLOCKING UNDER ALL PARTITIONS RUNNING PERPENDICULAR TO JOISTS. PROVIDE 2X BRIDGING AT NOT MORE THAN 6'-0" O.C. FOR STUD WALLS NOT COVERED BY SHEATHING OR WALL COVERINGS MEETING UBC MINIMUM REQUIREMENTS PER SECTION 2326.11.3. CONNECTORS SHOWN ON THE DRAWINGS ARE AS MANUFACTURED BY THE SIMPSON COMPANY, SAN LEANDRO , CA. CONNECTORS BY OTHER 7 COUR5F5 OF MANUFACTURERS SHALL BE DEEMED EQUIVALENT IF THEIR RATED CAPACITY IS AT LEAST EQUAL TO THAT FOAM BLOCK OF THE CONNECTOR SPECIFIED. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR NAILS AND BOLTS AND FILL ALL NAIL AND BOLT HOLES UNLESS SPECIFICALLY SHOWN OTHERWISE. ALL JOIST HANGERS SHALL BE LUS TYPE UNLESS SHOWN OTHERWISE ON THE DRAWINGS. ALL NAILING NOT NOTED SHALL BE ACCORDING TO TABLE 23-I-Q OF THE UNIFORM BUILDING CODE. DO NOT NOTCH OR DRILL JOISTS, BEAMS OR LOAD BEARING STUDS WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER.. _o q8 -5 3/4" T.O. HALL q5 1-8" T.O. PLY. 7 GOUR5E FOAM BLOCK 30" #4 .DORV EL5 X 0 12" OG 6,t 2- #5 CONT 0 FTG 6 q - 1 3/4" L U E c r 240 SOPRIS AVE. CARSONWALE, CO 01170 - albs - Saab t , T.O. PL Y. ML RIM BLOCKING q q'-3 7/S" T.O. GONG. R161V INSUL Pt T.O. L-A5T FULL FOAM BLOCK 2 #5 GONT O 7 kV #5 VER T 0 12" OG #5 HORIZ 3U„ 0 16"OG /#4170AEL5 X 0 12"OC 2- #5 GONT O FTG Sq- 10" T.O. GONG. RF-VI5F-D: 2-22-q q S q - 1 3/4" / T.O. FTG. 51-V6. PERMIT: 1 1-30-q8 314"