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Home My WebLink Aboutpitkin.eh.264333301005 (2004)Permit # 04086 Pitkin ^ounty Environmental Health Department, Perm or an Individual Sewage Disposal Sy m 0405 Castle Creek Road, Suite 10, Aspen, Colorado 8ib11 Phone 970-920-5070 / FAX 970-920-5077 Parcel ID # 2643-333-01-005 Type of permit New( ) Repair( ) Addition/Remodel to House( x ) addition plus poolhouse Name of Owner Nikos Hecht Street Address 600 Owl Creek Road Property legal description Lot 5, Owl Creek Ranch Size of lot 60.78 acres Total square footage of the house Over 6000 sq ft Water source Owl Creek wells # of bedrooms in house 7 Caretaker unit # of bedrooms in caretaker unit # of offices, lofts & similar sized rooms in house Total square footage of the caretaker unit # of offices, lofts & similar sized rooms in caretaker unit Designed for what # rooms (list) Adding one bedroom to 6 bedroom house + pool house for use by 10 people/ day Y OL 6e Permit information kD Designed by Schmueser Gordon Meyer S2Q� ` Z 200der. Mailing Address 118 W. 6th St., Ste 200 Perc rate 240mpi Profile hole depth 8.5 ft Depth to groundwater or bedrock Minimum Septic tank capacity 788 gallons Minimum Absorption area Comments Greater than 8.5 ft 1670sq.ft/ eff. Area 1719 Septic permit approved per compliance with the engineer design and specifications dated September 24, 2004. Any changes must be approved by this department and the design engineerrg for to them being made. Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin County ISDS regulations. This design is for an ETA bed design. Sizing was based on 32"/year. A 1000 gallon two compartment tank should be installed with an effluent filter on the outlet. The field will be distributed via a level manifold and the effective size should be 1719 sq ft. There should be 2 feet for sand meeting the gradation requirements in section 6.28.680 F of the ISDS regulations. This department does not endorse any brand of products. This permit must be kept on-site during installation. The engineer must do a final inspection of the installation and submit an as -built letter to this department. This department must also be called for an inspection with a minimum of 48 hours advanced notice. 'Revegetation over the area of the field is very important for the functioning of the system. Pitkin County has guidelines that must be followed to assure the plants that are introduced are appropriate for the conditions of the area. The use of native plants is strongly encouraged. Permit approved by: l�C cLoc �c Date: Plans and specifications of the proposed individual sewage disposal system have been reviewed and are considered satisfactory. Permission is hereby granted to the owner or the agent to perform the work indicated in accordance with the Pitkin County ISDS Regulation in effect at the time of issue. This permit becomes invalid 6 months from the date that the permit was issued unless system construction has commenced or an extension has been approved in writing by the Department. As -built drawings must be included with this permit before the final approval will be issued. Installer: 4 t Final approval: �c c Date: d� PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM 0405 Castle Creek Road, Suite 10, Aspen Colorado 81611 Phone (970) 920-5070 Fax (970) 920-5077 Name of OWNER /V ►R -t2> l7f-(;H / Owner's Mailing Address �i��Q rA21- (2e,L4 �* Busi Home Phone: E-mail Address: Primary C ntact Person (all communication regarding this permit will go through this person) Name - Company Contact Mailing AddressJ�Z�X- City, State, Zi Z Business Phone : 1j qm 1,5 Cell Phone : ,? 6 -ax: �-.� E-mail Address: v N Parcel W # (available from assessor's office r at 920-5160 or at www.pitkinassessor.org ) z -�- -AL - 3 3 - 0 L--0 -!�2 �2 Street address of property OWI- 11 Legal Description: Lot 16- ,Block Filing Subdivision Size of lot: � acres. Type of proposed structure: �� cc � N( I L.1 M Total square feet of house # of bedrooms (potential) in house Caretaker Unit: Attached ( ) Detached ( ) Total areas . ft. of caretaker unit # of bedrooms(potential) in caretaker unit Permit is for: New Home ( } Repair due to failure ( ) Remodel/Addition (X)" ) Emergency use ( ) Water: Private well ( ) Spring ( ) Stream ( ) Community/Public Water System( ) If community system: Name of system The fee for a ISDS application is $600 for a permit that takes 6 hours or less for the department to approve. If approval takes longer than 6 hours, a rate of $100 per hour will be charged. The maximum fee is $1000. The basic fee of $600 is due at the time of application. The remainder, if any, will be due in two stages: first, at the time of issuance of the ISDS permit; second, before final approval of the ISDS permit. Application for an individual sewage disposal system is hereby submitted. I hereby certify that the above information is true and accurate and that I have provided true and accurate information on locations of all existing and proposed wells, contour intervals, buildings, property lines, ditches, slopes, waterlines, springs, suction or irrigation lines, drinking water cisterns, drain tiles, irrigation ditches, lakes, water courses, streams, floodplains, dry gulches, and existing septic systems. I hereby certify that any such features not shown on attached site map are not present. Issuance of the permit does not imply the approval of any other permit required for construction pursuant to Pitkin County codes. No construction may be undertaken until all approvals and permits have been obtained. The Pitkin County Environmental Health DepartmentjIttkin Cou n employees of these agencies will be held harmless should the individual sewage disposal system fail malfunct' T permit to con uct is issued on information submitted by the applicant or his/her representatives. Th � er assum f� sponsibility in ase of failure of the system. Date Signature of applicant Received by G:lisdMisds appliclisdsapp Rev0501 Receipt # -J,-CI LL09-0213(OL13) 4jieaH -AI-13 00 u1-,i4Td d00:E0 i3O fro 100 Pitkin County Environmental Health Department Contact Log Sheet t►CWL�i•�_ Parcel ID#: Address: Person Spoken To Comments Action to be Taken Few 01 M I� ..,.,�:.�..:.... r 1 0"F .�M ®AIOM1. M MIN.511 EM P. 1 COMOICATION RESULT REPORT ( NOV-29-20 9:36AM ) * * * FAX HEADER: ENVIRO HEALTH NAT RESOURCE TRANSMITTED/STORED : NOV.29.2006 9:34AM FILE MODE OPTION ADDRESS RESULT PAGE -- -- - --- --- ---- ---- ----------- 815 MEMORY TX SGM OK 2/2 9203038 OK 2/2 ---------------------------------------------------------------------------------------------------- REASON FORERROR E- 1) H AN (3 U P OR LINE FAIL E-2) BUSY E-3) NO ANSWER E-4) NO FACSIMILE CONNECTION PITKIN COUNTY ENVIRONMENTAL HEALTH & NATURAL RESOURCES DATE: 11/29/2006 Send to: Kevin Bourke From: Alicia Gomez Fax Number: 920-3038 Phone Number: 920-5057 CC: SGM Number of Pages, Including Cover: 2 CC Fax Number: O URGENT b REPLY ASAP o PLEASE COMMENT n PLEASE REVIEW Ml FOR YOUR TNFORMATION COMMENTS: Septic Permit #04086 for parcel 2643-333-01-005, owner Hecht, has been finalized_ Please feel free to call 920-5070 if you have any questions. fax Cover Pitkin County Environmental Health and Natural Resources 0405 Castle Creek Road Suite #10, Aspen, CO 81611 Phone (970) 920-5070 1 Fax (970) 920.5077 Web site www_aspenpitkin.com/ehnr 1 j IcaMU FyRNIN EpS I GO.RDON i EYORS MEYER GLEN WOOD SPRINGS ASPEN -t-+"� 1 1 8 W. 6TH SUITE 200 P.O. BOX 21 55 f�� S+URN GLENACM SPRINGS, CO 81601 ASPEN, CO 81612 I 970-945-1004 970-925-6727 --- Fx: 970.945.5948 FX! 970-925-41 57 I � I Carla Block- -- --T- --- Pitkin County Env iromnental Health 0405 Castle Creek Road Suite 10 - - Aspen CO 81611 -_ - RE: Hecht Residence ISDS-OAN-1 Creek Ranch Dear Carla: I The purpose of this letter is to provide documentation that the ISDS was installed per the permit and Plans prepared by SGM dated September 24. 2004. I obsen-ed the s} stern prior to backfill. Attached is a record drawing prepared by the contractor. Sincerer . SCHMUESER GORDON MEYER, INC. J Dan Coklev. P.E. I:\2004\2004-301\Corresp\11-16-06 ISDS ltr.doc r- .e. 143V" 0 �3 t st `TRT_ v,'.! 91C N � A*"k ts� - Mr • �.. t 1 a- 1. - • rY En L� Fift' NOY NO SEPTIC PERMIT REQUIRED FORM Date: (2a�u& Owner's Name: �R Project Name: Address of Property'n Building Permit number: Parcel ID-#- %o � -,3 -;3 01—�� Scope of Project: Rntumenw fleall Remodel does not increase the bedroom/potential bedroom count Existing septic system is sized for this project New buildings do not need a septic system (i.e. garage, shed, barn, etc.) Project is not located -in the area of the existing septic system No septic permit is required for this project. No further review is required by Environmental Health. FOOD SERVI-CE FACILITY This facility contains a retail food establishment. Environmental Health has reviewed and approved the plans. V- t PitkinEnvironmental Health NO SEPTIC PERMIT REQUIRED FORM Date:I! a I � �p 0 Owner's Name: Project Name: Address of Property: (p 00 owl cARR_.K- KGF _ Building Permit number: Parcel ID # I ► A P i Scope of Project: Remodel does not increase the bedroom/potential bedroom count t Existing septic system is sized for this project �qu 412-1 � 4,,t-& New buildings do not need a septic system (i.e. garage, shed, barn, etc.) Project is not located in the area of the existing septic systPm No septic permit is required for this project. No furt Environmental Health. FOOD SERVICE FACILITY This facility contains a retail food establishment. Env reviewed and approved the plans. 0405 Castle Creek Road, Suite 10 Aspen, Colorado 81611 (970) 920-5070 fax 920-5077 www.pitkingov.com HMIUESER 160Rb N I MEYE G I', N E E R S S U R V EY O R S I �arla Block ?itkin County Environmental Health )405 Castle Creek Road Suite 10 Aspen CO 81611 Hecht Residence ISDS-Owl Creek Ranch Carla; 11VU ED APR 2 4 2006 PITKIN COUNTY ENVIRONMENTAL HEALTH & NATURAL RESOURCES The purpose of this letter is to provide documentation supporting the addition of an outdoor structure on the above property which would contain a lavatory sink and a toilet for the use of site - -- -- workers following the completion and certificate of occupancy for the current residence under construction. Through the existing construction, portable sanitary facilities will continue to be available for site workers. -- ----" The intention of the owner is to provide a sanitary facility outside of the main residence that would mainly serve landscape contractors, although other site laborers may use the facility. This structure and facility would be provided in lieu of using the facilities within the main residence, as typically occurs in a vast majority of structures throughout Pitkin County. Therefore, the addition of this structure will not in essence increase the flow to the ISDS. Nevertheless, the recently design and installed system was analyzed to determine what additional capacity exists within the system. It is conservatively estimated that a weekly average of 1 worker per day will be on-site. Employees typically generate 15 gpd per 8 -hour shift. The calculation from the approved plan determines that the necessary size is 1670 sf for a design flow of 630 gpd. This equates to a design loading rate of 0.38 gpd/sf. The actual system constructed is 1718.75 sf, an excess area of 48.75 sf or 18.4 gpd. Therefore the system has the capacity to serve the proposed additional use. Sincerely, SCMUESER INC. Dan Cokley, P CC: Jodi, Galambos Architects I:\2004\2004-301\Corresp\04-21-06 ISDS Itr.doc GLENWOOD SPRINGS ASPEN CRESTED BUTTE ....1.18 W. 6TH, SUITE 200 P.O. BOx 21 55 P.O. BOX 3088 GLENWOOD SPRINGS, CO 81601 ASPEN, CO 81512 CRESTED BUTTE, CO 81 224 970-945-1004 970-925-6727 970-349-5355 FX: 970-945-5948 FX: 970-925-4157 Fx: 970-349-5358 Hecht Residence ISDS-Owl Creek Ranch Carla; 11VU ED APR 2 4 2006 PITKIN COUNTY ENVIRONMENTAL HEALTH & NATURAL RESOURCES The purpose of this letter is to provide documentation supporting the addition of an outdoor structure on the above property which would contain a lavatory sink and a toilet for the use of site - -- -- workers following the completion and certificate of occupancy for the current residence under construction. Through the existing construction, portable sanitary facilities will continue to be available for site workers. -- ----" The intention of the owner is to provide a sanitary facility outside of the main residence that would mainly serve landscape contractors, although other site laborers may use the facility. This structure and facility would be provided in lieu of using the facilities within the main residence, as typically occurs in a vast majority of structures throughout Pitkin County. Therefore, the addition of this structure will not in essence increase the flow to the ISDS. Nevertheless, the recently design and installed system was analyzed to determine what additional capacity exists within the system. It is conservatively estimated that a weekly average of 1 worker per day will be on-site. Employees typically generate 15 gpd per 8 -hour shift. The calculation from the approved plan determines that the necessary size is 1670 sf for a design flow of 630 gpd. This equates to a design loading rate of 0.38 gpd/sf. The actual system constructed is 1718.75 sf, an excess area of 48.75 sf or 18.4 gpd. Therefore the system has the capacity to serve the proposed additional use. Sincerely, SCMUESER INC. Dan Cokley, P CC: Jodi, Galambos Architects I:\2004\2004-301\Corresp\04-21-06 ISDS Itr.doc Noe October 28, 2005 Kevin Bourke P.O. Box 10493 Aspen, CO 81612 Re: Parcel ID #: 2643-333-01-005 Property Address: 600 Owl Creek Road Legal Description: Lot 5, Owl Creek Ranch Permit #: 04086 Dear Mr. Bourke: As per our correspondence to you on April 6, 2005, the Environmental Health & Natural Resources Department would like to remind you that we are still unable to complete the processing of the Individual Sewage Disposal System (ISDS) permit for the above stated residence/property. It is mandatory that our office receives an "As Built" letter from the engineer who designed the system. The letter will confirm that they observed the installation of the system as designed. Any changes to the system must be noted in the letter or by a new set of plans. Specifically, we need the "As Built" to also address sand specs. The attached drawing should also show the location of the new pond. The Building Department will not issue a Certificate of Occupancy for this property until they are notified that the ISDS permit process is complete. This office must receive the "As Built" letter from the engineer no later than November 17, 2005. Please contact me with any questions. Thank you, in advance, for your help and cooperation in this matter. Sincerely, Alicia Gomez. Administrative Assistant Environmental Health & Natural Resources cc: Schmueser Gordon Meyer, Engineer Nikos Hecht, Owner phone 970-920-5438 fax 970-920-5077 0405 Castle Creek Rd, Aspen CO 81611 e-mail carlab@ci.aspen.co.us To: Kevin Burke From: Carla Block Fax: 920-3038 Pages: 2 Phone: Date: 10/21/04 Re: septic permit CC: Dan Cokely ❑ Urgent 0 For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle am a little unclear about some of the components in this design. The general notes call for gravel and perf pipe, but the drawing indicates gravelless chamber units. Dan, could you clarify this for me and the installer? Also, it is my understanding from several engineers that pressure distribution to any type of sand filter system is appropriate for more consistent settling over time. A pump is not specified in this case. Just wondering if that was considered or if there is a reason you have decided not to go with a pressure distribution system? A gradation report for the sand must be submitted to this department. For an ETA bed the gradation requirements must be 100% passing sieve size 4, 50-55% passing sieve size 40, and less than 15% passing sieve size 200. If you have any questions regarding this permit, please give me a call. Thank you, Carla Pitkin Environmental Health NO SEPTIC PERMIT REQUIRED FORM Date: -- t� Owner's Name: Project Name: Address of Property: 0 Caw 1 Building Permit number: Parcel ID # Scope of Project: Remodel does not increase the bedroom/potential bedroom count Existing septic system is sized for this project 1 2-� New buildings do not need a septic system (i.e. garage, shed, barn, etc.) Project is not located in the area of the existing septic system No septic permit is required for this project. No furth Environmental Health. FOOD SERVICE FACILITY This facility contains a retail food establishment. Envir reviewed and approved the plans. 0405 Castle Creek Road, Suite 10 Aspen, Colorado 81611 (970) 920-5070 fax 920-5077 www.pitkingov.com f 1 ' SOH �ERI VOkDO� I MEYEk GL.ENWOOD SPRINGS ASPEN CRESTED BUTTE .1.1.8 W;. 6TH,. SUITE 200 P.O. BOX 21 55 P.O. BOX 3088 E N G 1 N E IR S :1 S I1 R V E Y O; R S GLENWOOD SPRINGS, CO 81601 ASPEN, CO 8161 2 CRESTED BUTTE, CO 81 224 -------- ------ -- ---=--{-. > ,-:,- 970-945-1004 970-925-6727 970-349-5355 FX: 970-945-5948 FX: 970-925-4157 Fx: 970-349-5358 ! i I ' Carla Block - RECEIVED Pitkin County Environmental Health __ ._.___ f........}-.... 10405 CAstle'Creek Road ..... ,suite 10 APR 2 4 2006 AAspen CO 81611 _ .._....- �.._ _ _ ._. PITKIN COUNTY ENVIRONMENTAL { RE Hecht Residence ISDS-Owl Creek Ranch HEALTH & NATURAL RESOURCES ..._... . __. .. Dear Carla; The:puxpose of this letter is to provide documentation supporting the addition of an outdoor ;structure on,the above property which would contain a lavatory sink and a toilet for the use of site workers following the completion and certificate of occupancy for the current residence under -- -. - construction. Through the existing construction, portable sanitary facilities will continue to be available for site workers. The intention of the owner is to provide a sanitary facility outside of the main residence that would mainly serve landscape contractors, although other site laborers may use the facility. This structure and facility would be provided in lieu of using the facilities within the main residence, as typically occurs in a vast majority of structures throughout Pitkin County. Therefore, the addition of this structure will not in essence increase the flow to the ISDS. Nevertheless, the recently design and installed system was analyzed to determine what additional capacity exists within the system. It is conservatively estimated that a weekly average of 1 worker per day will be on-site. Employees typically generate 15 gpd per 8 -hour shift. The calculation from the approved plan determines that the necessary size is 1670 sf for a design flow of 630 gpd. This equates to a design loading rate of 0.38 gpd/sf. The actual system constructed is 1718.75 sf, an excess area of 48.75 sf or 18.4 gpd. Therefore the system has the capacity to serve the proposed additional use. Sincerely, SCMUESER GORAMISMWEP, INC. qJt, loco Dan Cokley, PE CC: Jodi, Galambos Architects I:\2004\2004-301\Corresp\04-21-06 ISDS ltr.doc ,rte +.rirr 10/07/2004 09:48 FAX 970 945 5948 SCHMUESER GORDON MEYER IM 002/005 OCT -06-2004 11:25 P—p GEOTECH P.02i05 f lepworrh-T'awlak cleotcclNnical, 1ric, 5020 County Road 154 Cilcnwncul Srringx, ColoraJo 81601 G99bedh Yhopc: 970-945-7988 HEPWORTH-PAWLAK GEOTECHNICAL Fax: 970-945-8454 email: ltpg&a4hpLeocech.c,m September 30, 2004 z � ` ` Nikos Hecht OCT 0 7 2004 600 Owl Creek Road Aspen, Colorado 81611 PITKIN uUuri P,,' ENVIRONMENTAL. HEALTH Job No. 104 311 Subject: Percolation Testing, Proposed Addition to Septic Disposal System for Bedroom and Pool House Additions, Lot 5, Owl Creep Ranch, 600 Owl Creek Road, Pitkin County, Colorado, Dear Mr. Hecht: As requested by Jodie Fielding with Galambus Architects, Hepworth - Pawlak Geotechnical, Inc. performed percolation testing at the subject site. The testing was done in accordance with our agreement for professional services to you, dated September 7, 2004. We previously conducted a subsoil study for the proposed pool and pc?ol house and presented our futdings in a report dated May 28, 2004, Job No. 104 311. One profile pit and three percolation holes were excavated on September 29, 2004 in the area designated by Jodie Fielding at the locations shown on Figure 1. The test holes (nominal 12 inch diameter by 12 inch deep) were hand dug in the bottom of shallow backhoe pits and were soaked with water one day prior to testing. The subsoils exposed in the Profile Pit consisted of about I foot of topsoil overlying stiff, sandy silty clay with shale fragments to the bottom pit depth of 81A feet. No free water was observed in the pit and the soils were slightly moist to moist. Percolation testing was conducted on September 30, 2004, by a representative of Hepworth - Pawlak Geotechnical, Inc. The percolation test results are summarized on Table 1. The percolation test results indicated an infiltration rate of 60 minutes per inch for tests P-1 and P-3- Test P-2 did not have an infiltration rate. Based on the subsurface conditions encountered and the percolation test results, we recommend the sel)tic disposal system be designed by a professional civil engineer. Parker 303.841-7119 a Colorado Springs 719.633.5562 0 Silverthc nic 970-458-1989 .r■■111r 10/07/2004 09:49 FAX 970 945 5948 SCHMUESER GORDON MEYER/0003/005 OCT -06-2004 11:26 H—P GEOTECH P.03i05 Nikos Hecht September 30, 2004 Page 2 If you have any questions or need further assistance, please call our office. Sincerely, HEPWORTH - PAWLAK OTE C. •.N A0.4 Jordy Z. Adarnson, Jr., P. ° 9707 p` Rev. by: DEH ''�,,��,,•�''�� ONp1, JZ.A/dib attachments Figure 1 - Location of Percolation Test Holes Table 1 - Percolation Test Results cc: GaWnbos Architects - Attn: Jodie Fielding Scbmueser Gordon Meyer - Attn: Dan Cokley lob -No. 104 311 400srmmailr 10/07/2004 09:49 FAX 970 945 5948 SCHMUESER GORDON MEYER OCT -06-2004 11 26 H -P GEOTECH APPROXIMATE SCALE 1" = 40' M 0004/005 P. 04/05 60 55 / O 50 / EXISTING CLEANOUT / P 3 / e � PROFILE PIT ■ P 1 55 / / Q P 2 i / O /EXISTING / / / CLEANOUT / 50 / EXISTING / SEPTIC FIELD 45 104 311 HEPWORTH—PAWLAK LOCATION OF PERCOLATION TEST HOLES Figure 1 GEOTECHNICAL, INC, 10/07/2004 09:49 FAX 970 945 5948 SCHMUESER GORDON MEYER U005/005 -OCT-06-2004 11:26 N—P GEOTECH P.05i05 HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 1 PERCOLATION TEST RESULTS JOB NO. 104 311 HOLE NO. HOLE --VCENr.TH Y ER WATER I DROP IN AVERAGE DEPTH I INTERVALF DEPT H AT DEPTH AT f WATER PERCOLATIOr (INCHES) (MIN) START OF END OF LEVEL RATE INTERVAL INTERVAL (INCHES) (MINJINCH) P-1 i 40 (INCHES) (INCHES) 6% '/2 15 7 I 6'/2 61/4 6 61/, 6 514 5'/2 ......... . P-2 ! 43 i 8 7•/. 15 /a 7% 1 73/6 0 1A ........7% 71/2 --' 0 ' 7'/1 7% 0 7'/, 43/. _0 ...__� 2'/. i 15 7'/2 7 �'d not per c P-3 I 4S - _ 41/2 4% ... _ 4'/. 4 I '/a 4 3% 3% ays ' .__....--- 1/1 < 60 Note: Percolation test holes were hand dug in the bottom of backhoe pits and soaked on September 29, 2004. Percolation tests were conducted on September 30, 2004. The average percolation rates were based on the last two readings of each test. TOTAL P.05 d w /07/2004 09:48 FAX 970 945 5948 . OCT -06-2004 1125 GEOTECH Tn fvSWllT P%I FORIJ SCHMUESER GORDON MEYER Post -it' Fax Note To Co./Dept. uh1qRG Phone # Fax # % • .� 7671 1 Date From 9001/005 OCT 0 7 2004 PITKiN COUNTY ENVIRONMENTAL HEALTH OAT= /D ,o -/— PROJECT NO.: 3/1 3/1 rROiU: Nurnbar of Pages: (including this page) Mi=SSAGE: The original of this transmittal will be sent by: r/ Ordinary Mail 'fa Fax Only 1-0 Overnight Iar Other `2 The inforn ation contained in this facsimile message is confidantial and intended for the scia use of the individt.fai named above. 11 you are not the intended recipient, received this communicatir')rt in rror, or if problems occur with transmission, plaase notify us at 970-945-7988. Sent 3y: �� 1� / z 33'$ 54'-8' 34'-4• I/'4 501-Z I 1 I i 23'-8' 26'$ PROPOSED PLAN GENERAL NOTES: ; e REFER TO A25'� RQFER TO A2.4 --- ---__.�__�__------'--' ---------------------------------------f'--- w i ! 1. ALL DIMENSIONS ARE TO OUTS/Df FACE OF STUD AT ! ' ___48----�— I I EXTERIOR WALLS OR FACE OF STUD , INTERIOR WALLS I I OR TO CENTERLINE OF POSTS. UN.O. ! 2 GRID LINES ARE TO OUTS/DE FACE OF STUD AT EXTERIOR- WALLS,CENTERUNE OF POSTS CENTERLINE OF DEMISING WALLS OR EXTERIOR FACE 01` CONCRETE FOUNDATION UDN. • I 3. NEW EXTER/OR WALLS SHALL BE 2x6 AND 2x4 STUD FRAM/NG j AT Y-4.OL.W/ 3/4 AIR SPACE BETWEEN ST S7 TO _ _ _ _ _ _ _ _ _ _ _ MATCH EX/STING CONSTRUCT/ON I I, ' ; !��•/� ! ! 4. NEW INTERIOR WALLS SHALL BE 2x6 W000 FRAMING AT i i i' i' 03 r-4'OGIUANJ 2x4 WOOD FR TO BE - - - - - - - - OW U z OVERALL ENTRY LEVEL FLOOR PLAN NORTH G A L A M B O S ARCHITECTS INC. 300 D AABC ASPEN, CO 8 1 8 1 I (9 70) 429-128 a 29-1288 W U O Q WO za U <o WO wu 00 �z U0- Ld oZ O 0� WQ 10 O 0 Z NW Ll.. 2ivm ron o�rz PPoOnq oe.(a.w P2axr oe.oi.o4 PERMrM ,�_,p]:f xeJo°w PAON110E Qe.I ].04 Puwr oe.ze.w �Joow PKJiME 0].12.04 Pq1 Iw 07.23.04 REQUIRED TO MATCH EXISTINGCONSTRUCT/ON. ! 5. DIME ------------------'i–=' I 'ONS AT EXTERIOR DW RS ANO WINDOWS ARE TO CENTERUNf. j SIZES ARE BASED ON CASE WINDOWS. CONTRACTOR /S RESPONSIBLE FOR j ROUGH OPENINGSPER MANUFACTURER SPEC/F/CATIONS. WINDOW i 7 e ! j i MANUFACTURER TO PRO✓lDE SHOP DRAW/NGS FOR APPROVAL PRIOR i TO FABRICAT/ON AND INCLUDE TEMPERED GLASS WHERE REQU/RED BYCOPE. + - m M 6. PROVIDE SOUND INSULATION /N WALLS, FLOORS AND CEILINGS OF ALL ROOMS•ALSO SURROUNDING ALL MECHANICAL DUCTING. rO ^� i , BREAKFAST ROOM MECH. v I ALL PI9ES TO BE WRAPPED W/R25 INSULATION. _ _ 1 --- - ------ i 7. SEE MO SERIES FOR INFORMATION ON WINDOWS AND DOORS. i VQ �:–DAT-UM--€LEYAFJON 1 MOUZ EQUALS EX IA'TI HOUSE TOP OF PLYW00D !? WING ENGVE ELEVATION /0375 NJFJ '3 -' �, , , _1 ~ ~ "- - 1 , – – -� - 9. CONTRACTOR 70 COORDINATE INTER/OR DRAW/NGS BY MICHAEL MfI S j WITH ARCH?ECTURAL DRAWINGS16TO NEW FRAMING AND NOTIFY �i GARAGE MASTER BATH ARCHITECT OF DISCREPANCIES. 1 _ l0. CONTRACTOR TO COORDINATE FINISHES SPEC/PIED WITH INTER/OR F/N/SH! Ai SCHEDULE PRIOR TO ORDERING AND INSTALLATION OF FINISHES. i N - - - ' ! FAMILY IR ' .. _ _ ... AZA REfER io'A25 CLOSET � --------- --- --'----'- - - ------ i FAMILY PAIDR. MUD m _ --------- m ! ON ! BED 08 SUNROOM OFFICE I F a r o PANTRY -- - ! i M i i GUEST BEDROOM DINING --{-r-==-==- 'PNDR. GUEST BATH ! N , 1 T ' - MASTER BEDROOM , PASSAGE j ON —T1 -- ------- ---- --- ti – - -- I I BED 01 BED 02 I GA j _ IERY - - -- - - - -- ` ENrRYi `--- LIBRARY- - - -" I I i -- ;----------------- ' j - -- - --------------------------- -------- - - --- -- - - - -- - - - -- - �f--DN ! ---- --'---------------------- , I �W ----'–`------------------------'------------------- = ' 6 1rnNG , ! i -- - _.___–.___________________–___._–_.____.___ W __________...____.__._________-______________-_____ -. _..________ - - -- , r -- I ti! , ,!• - - • • 1 ! ! i i f------- T-- ---I, REFER TO REFER T0742.3__ -� 34'-4' 301 !7'-P 24'-F 16-10' 1 1 A42 Af 7 1 M.1 p ASi 2 M.I A OVERALL ENTRY LEVEL FLOOR PLAN NORTH G A L A M B O S ARCHITECTS INC. 300 D AABC ASPEN, CO 8 1 8 1 I (9 70) 429-128 a 29-1288 W U O Q WO za U <o WO wu 00 �z U0- Ld oZ O 0� WQ 10 O 0 Z NW Ll.. 2ivm ron o�rz PPoOnq oe.(a.w P2axr oe.oi.o4 PERMrM ,�_,p]:f xeJo°w PAON110E Qe.I ].04 Puwr oe.ze.w �Joow PKJiME 0].12.04 Pq1 Iw 07.23.04 2Y-2 3/8 VJF. I ;11 -5 //2 1' -5 //2 '' VJF. VJF. UPPER LEVEL FLOOR PLAN CONSTRUCTION KEY: NEW EXTERIOR WALL TO MATCH EX/STING CONSTRUCT/ON NEW 2X INTER/OR WALL EXIS77NG CONSTRUCTION TO REMAIN PROPOSED PLAN GENERAL NOTES: I ALL D/MENS/ONS ARE TO OUTS/DE FACE OF STUD AT EXTERIOR WALLS OR FACE OF STUD AT INTER/OR WALLS OR TO CENTERLINE OF POSTS. UND. 2 GRID LINES ARE TO OUTSIDE FACE OF STUD AT EXTERIOR WALLS 0 EXTERIOR F TO,CCONCRE7 FOUNDATION UDN. J. NEW EXTERIOR WALLS SHALL BE 2x6 AND 2x4 STUD FRAM/NG AT P-4'OD.W/ 3/4'AIR SPACE BETWEEN STUOS.(UDNJ TO MATCH EXISTING CONSTRUCTION. 4. NEW INTERIOR WALLS SHALL BE 2x6 WOOD FRAM/NG AT P-4'ODfUDNJ 2x4 WOOD FRAMING TO BE USED WHERE REQUIRED TO MATCH EXISTING CONSTRUCTION. S. DIMENSIONS AT EXTERIOR DOORS AND WINDOWS ARE TO CENTERLINE. SIZES ARE BASED ON CASE WINDOWS. CONTRACTOR IS RESPONS/BLE FOR MANUFACTURER TO PRO✓IDEFSHOPRDRAWINGSIFFORIAPPROV PRIOR TO FABRICATION AND INCLUDE TEMPERED GLASS WHERE REQUIRED BY CODE. 6. PROVIDE SOUND INSULATION IN WALLS.FLOORS AND CEILINGS OF ALL OIONS To BE WRAPPED W%R� INSUULLATONT/NG. 7. SEE AO SERIES FOR INFORMATION ON WINDOWS AND DOORS. 8. DATUM ELEVATION I00'- EQUALS EX /STING HOUSE TOP OF PLYWOOD M LIVING EQUALING SITE ELEVATION /03.75 NJFJ 9. CONTRACTOR TO COORDINATE INTERIOR DRAWINGS BY MICHAEL MEINERS W?H ARCHITECTURAL DRAWINGS PRIOR TO NEW FRAMING AND NOTIFY ARCHITECT OF DISCREPANCIES. l0. CONTRACTOR TO COORDINATE FINISHES SPECIFIED WITH INTER/OR FINISH SCHEDULE PRIOR TO ORDERING AND INSTALLATION OF FINISHES VJF. u I RECREAnO1N STORAGE 0 T-6' 004 CO ETE CARPET ------7 VENT PER MRL. 1p CARPET §C j WINE ROOM Z om RECREAnON ANw, MECH. 005 006 re N' m�N� R ' R.O. O TICARP x O E PER /RD. BATH B OC OD2 EQ. EQ. UP CODE APPROVED HANDRAIL ANGLE WALL FROM EXISTING CORNER DDEE TpARRS �toLEGRESS I VZI EXISTING SITE WALL LOCATION OFA LIGHT WELL TO BE DETERMINED BY CENTERLINE OF WINDOW. /5' - 4 w x NORTH 3 LIGHT WELL METAL GRATE ABOVE &AFFIF/XED LADDER PER /RG. LOWER LEVEL FLOOR PLAN VERIFY WITH MECH. G A L A M B O S ARCHITECTS INC. 300 D AABC ASPEN, CO B 1 61 1 (970) 429-1266 W W 0 W 0e J <o WO ED c) Q O LL' -7 C) a- cr-� Oa Z �O 0� UUO W- Lo Z O oY Z a_ W mum ran wre Pn1cINo 06.1aos POTIR Oe.01.04 11u ae.m.o.� PmNlr ae.o�.w waow PAO41eC Oe. l ).O� P[nMf oe.ze.o+ 07.12.o PPopND os.za.w ena�wq ae.ss.0 PROPOSED PLAN GENERAL NOTES: 1. ALL D/MENS/ONS ARE TO OUTSIDE FACE OF STUD A7 EXTERIOR WALLS OR FACE OSS STUD E INTERIOR WALLS OR TO CENTERLINE OF POSTS. U.N.O. 2, GR/D ONES ARE TO OUTS/DE FACE OF STUD ATESTER/OR WA15, CENTERLINE OF POSTS CENTERLINE OF DEMISING WOR EXTERIOR FACE 0 CONCRETE FOUNDATION UD'. J. NEW EXTERIOR WALLS SHA1 BE 2xl AND 2x4 STUD FRAMING AT I'-40L.W/ 3/a AR SPACE BETWEEN STUDS.(UDNJ TO MATCH EX/STING CONSTRUCT/ON. 4. NEW INTERIOR WALLS SHALL BE 2x6 WOOD FRAMING AT I' -a OLJUDNJ 2x4 WOOD FRAMING TO WOOD WHERE REQUIRED TO MATCH EXIST/NG CONSTRUCTION. 5. DIMENSIONS AT EXTERIOR DOORS AND WINDOWS APE TO CENTERLINE. SIZES ARE BASED ON CASE W!N(XJWS.CONTRACTOR IS RESPONS/BLE FOR M UFA0TURER TO PR_DEFSHOPRORAW/NGS/PFOB I FROV RIOR TO FABRICATION AND INCLUDE TEMPERED GLASS WHERE REQUIRED BY CODE. 6. PROVIDE SOUND INSULATION /N WALLS, FLOORS AND CEILINGS OF ALL Pll'EEO BE WRA PED W MRS INSUL4T/ON /NG. 7. SEE AO SERIES FOR INFORMATION ON WINDOWS AND DOORS. 8. DATUM ELEVATION KXY-0'EOUALS EXIST/NG HOUSE TOP OF PLYWOOD C UV/NG EOUAUNG S?E ELEVATION /0375 TDP 9. W/THR H?ECTU ROR INGS PR/OR TO NEW F ANG AND NOTNF S ARCHITECT OF D/SCREPANC/ES. 0. CONTRACTOR TO COORDINATE FINISHES SPECIFIED WITH INTERIOR FINISH SCHEDULE PR/OR TO ORDERING AND INSTALLATION OF FINISHES. CONSTRUCTION KEY: NEW EXTERIOR WALL TO MATCH EXIST/NG CONSTRUCTION NEW 2X INTERIOR WALL TO REI NG CONSTRUCTION `D b 17'-0• Zy VJF. =o I VERIFY TO BE EQUAL 0 �w3� ao31 _______________________ oWol Wal �---------- --------- ---- ------- - ---- oW�l mW� m Wi LF Utica! Uti WI 2 ROSIM. __________________�__ TATE siD DEGREES PROVIDE EXHAUST FAN I i Ap• a.00KMSE LOCATION TBD zII -----------1'- I • i : „ / 2 • � , WOOD STORAGE -L- 1, �✓BBA. E WrAlE90 DW -7 „RE: INTERI�R SPEC. _ STEEL WOOD 1 .. 1,. _ _ _ _ _ _ - -_ __-__- __ STORAGE BINS /N w 1 W000 FIRE LACE _ - � -'- -'- � � � J - r 1 ' ' G A L A M B 0 S 1 ARCHITECTS INC. F7 i ' OUTDOOR DINING CENT OF COLUMN , , _ - - _ _f_ - - - -'- - - - -'- - - - -'- - - - -'- - �'- - - - nt2 _ 300 D AABC TO BE CENTERED j o App ASPEN, CO B 161 I ON 2x6 EXTERIOR i ' IO ' I' w e J/ (970) 429-1288 1 1 . • , FINISH FL00R l� 2 ' EL/Od-11/2'V1F. -J' ,STEELY TRELLIS, ABOVE RE:STRU TUBAL FOR SIZES Ir�i RE:7/A0 FOR TAPPER 7 TD. PLYWOOD MECH. LOWERED EL 99'-l0 //2'V1F. FRESH AR VENT - Ld /b Lda - ...,_ _ _ • _ _ , _ _. . _ _ BREAKFAST OLBREAKSfS SEA ABOVE DOOR O ---- w 8'J 3/8 • -' ' ROOM RE: 12/AOJ7 THOU RUCTION 118 VENT PER !RC1 w ' GAS APPLIANCE FIREPLACE - 1 O ' INSTAL PER MAN'F SPECS - g_/(T- �' • I VENT PER IRE. 1112 MECH. 0 115 Q '----------'--i /y O 1 1 .•v ^., IF Q Z� LL J 0 3 w O w° O DESK -- .� OEXISTING HATCH /o �---_I O bLLI Z GARAGE n LUL W CODE APPROVED 114 v l'� 1 ITS i LL LL - - _ HANDRAL o i La (n RAS REF. '�- - - ^ r--- W \ 'i F/N/SH FLOOR it 12 _ sO Q EL /OD'-11/2'VJF. _ _ _ _ _ _ _ _ _ STAIR /,y Ap.� J / ` 113 U Z I—I ; TA. PLYWOOD CLOSET O O --- --- •L -J- - E-1111- 'VJF. m O O `^ RE: FLOOR ASSEMBLY RD. O D REF. FAMILY FINISH FLOOR U i -- _ _ ----- ;OHWS 1t0 1 U RE�:yINTER/0 TA.PLYWOOD \ L / Z U N/fL LLJ FOR HTf�G 111 Bf fL/0Y-2' T / w WEN nz ll3 FLOOR SEM NR.Y 1 - ---------- KITCHEN zIr O OY 117 ALfiGN DN MUD ^C lH VENT PER /R6 112 r---- LL FAMILY PWR. rd i•� STEE ,WOOD W O N - 109 /ro 1 r---- zs a-� 3/4 ' Ap.l 13— - - HANG �I�.o rota u�iE OJ. -> PANTRY � 2x4 WALL VENT PER I.R.C. 7 rnNA+o /N/v AS APP FIREPLA:E - 2 rowrt oe.ol.w S�q� PER MAN'F SPECS - m _ VENT PER I.R.C.I.R.C.EXISTI G F. VENT PER /RL. se W J MECH. a 6'- 5/8 ' A63ooW VJF. 4 to BUILT-IN Q I HOUR GUEST BATH FINISH FLOOR rE""nr O°•zp °' CONSTRUCT/ON VESTIBULE VEMAR ARP EL 100'-II/2'VIF. Pn"ow�aE 0714O THROUGHOUT - - � OENT t08EE VENT PER /RC i PRR HEATIOTUBING w lw o1.- RE:7/A017� O TD.PLYWOOD PROpUCIIOM OG.Y3.W E L 57 L i EL /00'-0' ' WOOD EEOOER i�� - - _ _ - _ _ - - --Fjl+pR' EE WOODR 6 TUB BUILT-IN N_ RE. ORAASSEMBLY N O C , w 5'-2 3/4 ' S' -B I/2 '- O ARP NORTH - - - - - - - `- - - - - - GUEST BEDROOM 105 1111 PARTIAL ENTRY -.1ti J -- - - - - - - - - - - - - - - - - - - - - - - - - /A LEVEL FLOOR PLAN EQ. E0. PROPOSED PLAN GENERAL NOTES: I. ALL OIMENS/ONS ARE TO OUFSlOE FACE DF STUD AT EXTERIOR W. OR FACE OF STUD AT INTER/OR WALLS OR TO CENFERLINE OF POSTS. UAD. 2. GRID LINES ARE TO OUFSIDE FACE OF STUD AT EXTERIOR WALLS OR EXTERIOR FE�O�CCONCREfE FOUNDATION UDN. 3. NEW EXTER/OR WALLS SHALL BE 2x6 ANO 2x4 STUD FRAMING AT Y-40L.W/ 3/4 A/R SPACE BETWEEN STUDS, (UDNJ TO MATCH EXISTING CONSTRUCTION. 4. NEW INTERIOR WALLS SHN1 BE 2x6 WOOD FRAMING AT YZo-C' D T 2x4 WOOD FRAMING TO BE USED WHERE REQUIRE TO MATCH EXISTING CONSTRUCTION. 5. DIMENSIONS AT EXTERIOR DOORS AN WINDOWS ARE TO CENTERLINE. SIZES ARE BASED ON CASE WINDOWS.CONTRAS A /S RESPONS/BLE FOR MANU-A URER TO PROVDEFSHOPRORAWINRSFFOR IAPS# PRIOR TO FABRICATION AND INCLUDE TEMPERED GLASS WHERE REQUIRED BY CODE. 6. PROV/DE SOUND /NSUCAT/ON /N WALLS. FLOORS AND CEILINGS OF ALL �P/I'��0 Bt -WRAPPED W/R25 NSU�[.AT ONT/NG. 7. SEE A/0 SERIES FOR INFORMATION ON WINDOWS AND DOORS. 8. DATUM ELEVATION IOY-O EQUALS EX/STING HOUSE TOP OF PLYWOOD O LN/NG EOUALJNG SITE ELEVATION /0375 NJFJ 9. CONTRACTOR TO COORDINATE /A?ER/OR DRAW/NGS BY MICHAEL ME/NERS WITH ARCH?ECTURAL DRAWINGS PR/OR 70 NEW FRAM/NG AND NOTIFY ARCHITECT OF DISCREPANCIES. /O. CONTRACTOR To COORD/NATE FINISHES SPECIFIED WITH INTER/OR FINISH SCHEDULE PRIOR TO ORDER/NG AND /NSTALLAT/ON OF FINISHES. CONSTRUCT/ON KEY: NEW EXTERIOR WALL TO MATCH E,,,_, G CONSTRUCTION NEW ZX INTERIOR WALL M� EXISTING OI R /MAI CONSTRUCTION C00€ MPRO✓ED HANuuRAIL RE Ell SP! STM 01 VA w /4'-7 3/4 ' !q -B 1/4 j.q W - - - - VJF. U al 7'-4 5//6 ' EQUAL EQUAL - - WOOD WOOD QW GALAMBOS ARCHITECTS INC. 300 D AABC ASPEN, CO 81 61 1 W 'o 70) 429-1286 j? U 2h W U) WOOD -,0 . /4'-7 3/4 ' !q -B 1/4 - - - - - - - - - - - - - - - - - - - VJF. 7'-4 5//6 ' EQUAL EQUAL - - WOOD WOOD V Z� I ___________ I I , w0 Q O I /J Zo H RE. /1/40J7 FOR BARSTEE Z Ld D FLOOR ASSEMBLY 121 U LL .W ' , , ' ; MASONRY. GAS LOG F/REPLACti - MECH.SUB-CONTRACTOR DW i W Q ' VENT, PER I.R.C. TO PROVIDE VENT/NG W Z 12� AND FRESH A/R MAKE-UP ,ICE • FRESH'A1RI fT j 1��-�,—�II" GAS APPLIANCE FIREPLACE - INSTALL PER MAN'SPECS - " - - - - - - - - - - - - - - - - -LIBRARY-" 104 STUD RE: II/AO.17 FOR VENT PER I.R.C. (� -2x4 WALL FLOOR ASSEMBLY , la _-----_- v —__ __—__-_______--- --------------------- O Z 15'-0' r r- I' ALCOVE r0Ld -I BE 2X6 FRAMING Q SEE A24NE VIF. l (7)STEELTEES ABOVE , EQUALLY SPACED I pf RE:I/A10J4 FOR 1`jAPPER, 3'£ 6'-0' 3'£ ove R_F_r STRUCTURAL � _ _ E0. E(). - REN w.I3.w ae.ol.w 13'-7'114 ' Now RE: 1I/AI0J7 FOR EQUAL EQUAL PFAMIf PKIU(iE PFAMf veeoow PACJ(ME PHIOINO s}m :nor oev PPOOIICIION oe o7 w oe.l7.w Oe.ze.w REF." DRWS' FLOOR ASSEMBLY W000 ,SI -EEL-________ - - - _ _ DINING EE FLOOR Cp C tp FUER E L ------- t20 rRE11101 - - - - - _ - J FOR D ALIGN N GALLERY FLOOR ASSEMBLY 103 , PASSAGE b b ON LMNG rREFER TO FORORADlA'Y7- t f— EXISTING 102 HEAT FLOOR ASSEMBLY WALL ABOVE /,� 15'0': „ VJF., f„ BUILT -!N K CASEW WOOD EE Fl_00R 'TEFL RE !INTERIOR ELEVATIONS , " j;i f-- f' UNEN CLOSET 122 CUSTOM STEEL AND � ," FINISH FLOOR -- - - - -- ' GLASS DOORS ' , EL/OY-5'VJF. TD. PLYWOOD EL/0Y-r VJF. , 2 --------------------------NEW UNDERFRMIED !'£ /4'-/0 1/2 ' ERT/FIED MASONRY WWDBURN/NG CEILING ABOVE VJF. N 6pEpNOl7gqppT��. \ FIREPLACE - VENT & SEAL PER ALL APPLICABLE HEATRFL()bR ENTRY AS101 O CODES RE: INFERIOR ELEVATIONS DN = W000 STONE BUILT -!N WOOD STORAGEF!N/SH FLOOR " vfi EQ. EQ. _ _ _ _ _ _ _ _ RE:INFERIOR ELEVATIONS EL/Od-I !/r VJF. TD.PLYW00' / ' ELLI RE. 11140.17 FOR I Ef e FLOOR ASSEMBLY j ' O I (4) STEEL TEESABOVE DIRECTION NORTH/SQUTH , ' " 'S - - - - - - - - - - - - - - - ------------5 EQUALLY SPACED. RE:6/AIOJ5 FOR. TAPPER j RE: STRUCTURAL' j O ALCOVE TO O BE 2X6 FRAMING , M ' FACE Ap j ---- - --- - - - --, OF j (0 STEEZ TEE ABOVE OIRECTI4N EAST WEST -1---- . - - --.-------- (W,STEEL TEES ABOVE - -- EO(IALLY SeACED ,----- ---, I --L ' - - I, 2 3/4 ' - - - - - - - - - - - - - - - - - - - - I - - RE- 3/A1014 FOR TAPPER 1 _ - 5'-4 114' -9 //4 -9 1/4 ' F -T GALAMBOS ARCHITECTS INC. 300 D AABC ASPEN, CO 81 61 1 W 'o 70) 429-1286 j? U 2h W U) WOOD -,0 . W0 zQ Q O ALIGN WOOD WOOD V Z� fY J LL 4 p w0 Q O Lu C) W r-7 //2 3 Z Ld , I I U LL RPET ' , , ' ; MASONRY. GAS LOG F/REPLACti - i W Q ' VENT, PER I.R.C. � Z O • FRESH'A1RI fT j " - - - - - - - - - - - - - - - - -LIBRARY-" 104 STUD RE: II/AO.17 FOR W O Lo Z -2x4 WALL FLOOR ASSEMBLY , O _� Z r r- I' ALCOVE r0Ld -I BE 2X6 FRAMING l (7)STEELTEES ABOVE , EQUALLY SPACED I pf RE:I/A10J4 FOR 1`jAPPER, ersuEo FOR ove R_F_r STRUCTURAL � _ _ E0. E(). - Pwueo PF11N1! w.I3.w ae.ol.w 13'-7'114 ' Now oe o3.w EQUAL EQUAL PFAMIf PKIU(iE PFAMf veeoow PACJ(ME PHIOINO s}m :nor oev PPOOIICIION oe o7 w oe.l7.w Oe.ze.w 7. l i.w 07.12— -23— 0 23.w aa.23.w } RE( SFRUC�URAL _ _ _ _ 1_ , _ _ _ , _ _ _ ,L I 2 3/4 'o , q -q 3/4 • 9-4 3/4 ' _ _ .r2 3/4 UW�i iW� QW1 W o I EQUAL EQUAL ' o NORTH PARTIAL ENTRY LEVEL FLOOR PLAN �� va• Lu v ,. ,........ I ----------------- ' K_(7) STTJEJE,L, TTEECE�•ABOVE• 4'-8 3116 ' I R(': STR U�4 R/K FOR SAZP.� I FACEOF 1 --- ---- -- _ STUD /P I STUD W AME N/D ZY4R . INTERIOR W/TH 3/4'AIR SPACE -EWAL 9 3/4'OVERALL M ' PROVIDE RA IANT HEAT N TUB/NG UNDER PLYWOOD RE: S/Ipn FOR FLOOR ASSEMBLY fJ� ,32 -------------------- 131 RE. 8// FOR FLOOR ASSEMBLY ---------------------------- PROPOSED PLAN GENERAL NOTES: 2 3/4 1. ALL 0/MENS/ONS ARE TO OUTSI 3116 ' EXTER/OR WALLS OR FACE OF -1' OR TO CENTERLINE OF POSTS ' Z. GR/D ONES ARE TO O'UTS/DE -� WALLS. CENTERLINE OF PoSTS WALLS OR EXTERIOR? FACE OF' _ s AIQ _I_ _ _ _ _ _ _ _ _ _, J. NEW EXTERIOR WALLS SHALL AT Y-4'OC.W/ 3/4 AIR SPACE N��PS TER I MATCH EXISTING CONSTRUCTION - ' BATH lM 4. NEW INTERIOR WALLS SHAM B I'40GIUDNJ 2x4 WOOD FRAMIN REWIRED TO MATCH EXISTING 5. D/MENS/ONS AT EXTERIOR 000 SIZES ARE BASED ON CASE W MANUFACTURER TPER ROMV/DE F TO FABR/CAT/ON AND INCLUDE 6. PROVIDE SOUND INSULATION /N ROOMS•ALSO SURROUNDING ALL MASTER BATH ALL PIPES TO BE WRAPPED W SWIM � 7'-3 3/4 ' DE FACE OF STUD AT STUD AT INTERIOR WALLS UN.O. FACE OF STUD AT EXTERIOR CENTERLINE OF DEMISING CONCRETE FOUNDATION UD.N. BE 2x6 AND 2x4 STUD FRAMING BETWEEN STUDS.(UDNJ TO . G TO BESU FRAMING D WHERET CONSTRUCT/ON. IS AND WINDOWS ARE TO CENTERUNE. INDOWS.CONTRACTOR /S RESPONS/BLE FOR ACTURER SPEC/F/CAT/ONS. WINDOW HOP DRAWINGS FOR MPROVAL PR /OR TEMPERED GLASS WHERE REOU/RED BY CODE. WALLS, FLOORS AND CEILINGS OF ALL MECHANICAL DUCTING. /R25 INSULATION. 7. SEE .NO SER/ES FOR INFORMATION ON WINDOWS AND DOORS. 8. DATUM ELEVAT/ON /Q7-0'EWNS EXIST/NG HOUSE TOP OF PLYWOOD m WING EOUVJJNG SITE ELEVATION /0375 NJFJ 9. CONTRACTOR TO COORD/NATE INTERIOR DRAWINGS BY MICHAEL MEINERS WITH ARCHITECTURAL DRAWINGS PRIOR TO NEW FRAMING AND NOTIFY ARCHITECT OF DISCREPANC/ES. l0. CONTRACTOR TO C00RDINATE FINISHES SPECIFIED WITH INTER/OR FINISH SCHEDULE PRIOR TO ORDERING AND INSTALLATION OF FINISHES. CONSTRUCT/ON KEY: NEW EXTERIOR WALL TO MATCH EX/ST/NG CONSTRUCT/ON NEW 2X INTERIOR WALL EX/ST/NG CONSTRUCTION TO REMAIN 16'-7 //4 22'-4 //4 7'-0' 7'd r-3 5/ ALIGN I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Li DIL I I I I { ,--F-� / Ep T rJe N — EnIX NE SPACED ABOVE R •7/A/OJ FOR TAPP R a PRL STER N4C 133 9 3/4 ' &oR RE: RUCTURULRFOR SZE o� BED 01 BUILT-IN �p MEDICINE CAB/NET VJF. EQUAL 13'-2' EQUAL EE ASSEMBLY FOR FLOOR 130 1 CARPET TILE 7 I I I '---- ---- -- -- - - - - I -- - -- -- ---- ---- -- ---- I- ° ° RF: STRUCTURAL FOR �IZE NN ' p• I ! BEDROOM 03 _ . _ ... -. ® 3'$ 134 � w ' T,D.PLYWOODy:L- 'VE A(4GNW1 ° P W h RE: S//017 RE. 4110J7 FOR ° PF.OF PASSAGE Y FOR FLOOR ASSEMBLY BUILT-IN WITH GLASS SHELVES FLOOR ASSEMBLY N FOR TOWEL STORAGE gA 01 ry� a. 11A ° SUN ROOM OFFICE N n PER IRC R�g FOR FLOOR 137 C£IUNG AABBROVEAMEO BATH o3 i . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 I SM FOR FL00� E FL�R� ASSRik T7 fie ASSEMBLY l/2 ' LA FESPECS C - I N Sq�LANCE PER RRL 2 ---, ---; -- ;---- ; --- ; �UOSET 03' -- ' w MASTER BEDROOM 131 s1 3' ' FOR FLOOR R ' PASSAGE ASSEMBLY ASSEMBLY 3'-5 318 ' y 123 ALCOVE/NG 2X6 FACE STUD Al 1 m -1t -I ATO. Jr / 2 3/4 °_ 11 1 2 3/4 , MASTER t__ 1 _ _ _ _ _ _ _ _ j BU/LT-IN H BEDROOM 1 Ol STEEL TEES ABOVE w a i 11 T� L SSTHO 9 3/4 ' &oR RE: RUCTURULRFOR SZE o� BED 01 BUILT-IN �p MEDICINE CAB/NET VJF. EQUAL 13'-2' EQUAL EE ASSEMBLY FOR FLOOR 130 1 CARPET TILE 7 I I I '---- ---- -- -- - - - - I -- - -- -- ---- ---- -- ---- I- 15'-8 I/2 ' ° ° RF: STRUCTURAL FOR �IZE NN ' p• I ! S_UN•ROON _ . _ ... -. ® I I � w ' T,D.PLYWOODy:L- 'VE A(4GNW1 ° P W h RE: S//017 , ° PF.OF PASSAGE Y FOR FLOOR ASSEMBLY BUILT-IN WITH GLASS SHELVES ' N FOR TOWEL STORAGE gA 01 ry� a. 11A ° SUN ROOM OFFICE N n PER IRC R�g FOR FLOOR 137 �\ ASSEN/R� E 6 . _ _ _ - _ F(ED04R AISEMBLY 7 • - • ' ° _ E E FL�R� ASSRik T7 2x6 WALL l/2 ' ICRO, . ra ---, ---; -- ;---- ; --- ; �UOSET 03' -- 3/8 PASSAGE 3'-5 318 ' y 123 15'-8 I/2 ' 6 ' s 7'-8' p• I ! S_UN•ROON ® I I , � w w 1z7 P W h RE: S//017 RE: 51/OJ7 o' FOR FLOOR ASSEMBLY BUILT-IN WITH GLASS SHELVES p2�x�4 WWALL RE: ST 0CTURAL N FOR TOWEL STORAGE gA 01 ry� a. 11A OFFICE N n PER IRC R�g FOR FLOOR �\ ASSEN/R� E 6 /4'-/ 314 ' E FL�R� ASSRik T7 2x6 WALL EQUAL u4•= r -D^ WALL W DN RISERS V OOR DN /z I I I I VJF. .Y LEVEL FLOOR PLAN NORTH GALAMBOS ARCHITECTS INC. 300D AABC ASPEN, CO B 1 61 I (o 70) 429-1266 W 0 W O Zjr U J tyo W O w ov O �z U(L oZ O O _W Q '' ^1 C) Y/ O oY Z �' a - W 6aum Foa wre PitlCmO 06.13.0'1 rmNrt oe.ol.o+ IIo� ae.o3.o'1 v[w�r ae o� a oe.ls.o+ �� oe.ze.oa wwoow PK1tME 0712.W PPoOIIq 07.23.0.1 OSET 01 o d CLOSET 02 � w w 1z7 RE: S//017 RE: 51/OJ7 FOR FLOOR ASSEMBLY FOR FLOOR ASSEMBLY BUILT-IN WITH GLASS SHELVES FOR TOWEL STORAGE gA 01 ry� BUILT-IN BED 02 MEDIC/Nf CABINET 11A 1� VENT PER PER IRC R�g FOR FLOOR �\ ASSEN/R� E 6 EQUAL u4•= r -D^ WALL W DN RISERS V OOR DN /z I I I I VJF. .Y LEVEL FLOOR PLAN NORTH GALAMBOS ARCHITECTS INC. 300D AABC ASPEN, CO B 1 61 I (o 70) 429-1266 W 0 W O Zjr U J tyo W O w ov O �z U(L oZ O O _W Q '' ^1 C) Y/ O oY Z �' a - W 6aum Foa wre PitlCmO 06.13.0'1 rmNrt oe.ol.o+ IIo� ae.o3.o'1 v[w�r ae o� a oe.ls.o+ �� oe.ze.oa wwoow PK1tME 0712.W PPoOIIq 07.23.0.1 POOL HOUSE ROOF PLAN Ile. P-0' AAe lr-7 //2 0-4 112 15-1 114 l6' -P i i I 6'-3 //2 ' 9-9112 ' I I I I I I II 1 _ - P1 Lsr,rE WALL I Oo ! SITE WALL Z I EXTERIOR j:iE1W �j SSL/ PI03SHOWER TONE COLOREDpgOVE _ �� - b - - - - - - - --- - - - ' 1 � •Dw' REF. ,' �' / BUILT-IN CABINET AND COUNTER TOP lO'-0• 11'-7 1/2 + 1 �1r, RD. N EXERCISE M 1 1 1 + , F/NISH FLOOR ! MIX Asw i EL•l04'-2 3/4 i 4e2 m +------ 1 -1---------+--'-------- O tP Pn , 1 I fL•l03'-Il3/4 ! 3 2 a 1 ABOVE b M I ! IAIO.12 / � Ile 1 ; ----------- --------- r_ _ - - - - - - aU PB ABOVE PA ZD p41 A+D.re a� l� !SURFACE MOUNTED L? I + 1 nom• I UGHT iG I 1 i ROTATE80 + i ROTATE 917 I , { DEGREES i couNmr- - 'COUN+ER 6'-1/4' n + P3 1--------�----- ° '"�-=--L----RISE a4----- -_-________----__-__-__-__-__ --------------------- -�- - - - - - - - - - - - - - - - - - - - - - -+ - - 4112 ' 0-4 I/2 ' _ _ - - - - - - 15'-1I/4 ' p _ A+D.12 I 27'-10 //4 39'-11/4 PD PC A+•+ PB A4w PA .ve PROPOSED PLAN GENERAL NOTES: I ALL DIMENSIONS ARE TO OUTSIDE FACE OF STUD AT EXTER/OR WALLS OR FACE OF STUD AT INTER/OR WALLS OR TO CENTERLINE OF POSTS. UNA. 2 GR/D LINES ARE TO OUTSIDE FACE OF STUD AT EXTERIOR W OR EATER/OR F�E�O�CC NCRETE FOUND TION UAN. 3. NEW EXTERIOR WALLS SHALL BE 2x6 AND Zx4 STUD FRAY/NG AT 0iW/ 3/4•A/R SPACE BETWEEN STUDS.(UANJ TO NORTH MATCH EX/STING CONSTRUCTION. 4. NEW INTERIOR WALLS SHALL BE 2x6 WOOD FRAMING AT l'40CIUANJ 2x4 WOOD FRAMING TO BE USED WHERE REQUIRED TO MATCH EXISTING CONSTRUCT/ON. POOL HOLIOE 5. DIMENSIONS AT EXTERIOR DOORS AND WINDOWS ARE TO CENTERLINE. �� FLOOR PLAN SIZES ARE BASED ON CASE W/NDOWS.CONTRACTOR /S RESPONS/BLE FOR + / ROUGH OPENINGS PER MANUFACTURER SPECIFICATIONS. W/NOOW MANUFACTURER TO PROVIDE SHOP DRAW/NGS FOR N'PROVAL PR/OR 70 FABRICATION AND INCLUDE TEMPERED GLASS WHERE REW/RED BY CODE. 6, PROVIDE SOUND /NSULAT/ON /N WALCS,FLOORS AND CEILINGS OF ALL ROOMS•ALSO SURROl1NDING ALL MECHAN/CAL DUCTING. ALL P/I'ES T, BE WRAPPED W/R25 INSULAT/ON. 7. SEE NO SERIES FOR INFORMATION ON WINDOWS AND DOORS. B. PLYWGOD B LIVING EW�N�S EEE AT/OHOUSE 10375 NJFJ 9. WITNH CHRTEt URACRD NG PR/OR DRAWINGS 0 NEW FRYING AND N NFEYRS ARCHITECT OF D/SCR P,aNC/ES. I0. CONTRACTOR TO COORDINATE FINISHES SPECIFIED WITH INTERIOR FINISH SCHEDULE PR/OR TO ORDERING AND INSTALLATION OF FINISHES. W GALAM BOS U) ARCHITECTS INC. Z) �) 300 D AABC U ASPEN, CO B 1 6 1 I J WO (Q 70) 429-1266 O Ld NZ W W U) Z) �) =o Q U �o J WO w° Q0 Ld NZ W 2 U " WKS Q eIL.Ir� O o o� o W Q OoY z W O Lij J �svuum iGR PRICING PERMR NOG PERMIT PAGNAGE PERMR w2naw PACNAOE PRICING ew1E 03.13.04 -01.04 oe.03.04 M.07- oe.17.04 m.2e.w 07.12.04 07.23.04 TELEPHONE & \ ELECTRICAL LINES \ I \ e / e � e 0 �5 -- — — DRYWEL 00 NEW CHIM Y AND FIREP ACE N 00*39'00'W \ \ \ \ x.._._....._..._ .�..�.- � \ EXIS :SNC BUILDING ENVELOPE 408.75. .-----.. NEW ROOF EXISTING FRENCH DRAIN \ \ \ \ \ \ \ i + ` EW SPA NEW SPA NEW ROOF XISTING �OOF T.O. FINISHED 'OR IRE: YC L LIMITS) `� - \ WALL = SITE FIR \ \ \\ \\ NEW FREId(- DRAIN l OR HEIGHT\L!MITSJ � �--""- �j I \ ELEVATION: \ \ \ \ CONNECT T' _XISTING DRY WELLS ' I10'-4 3/4 IT \ \ \ \ \ / I `� '� \ ` \\ ENT R\ OE suoo 1- - c T.O. FINISHED \ \\ \ \\ I NEW WALL = SITE \ \1 ELEVATION: NEW AIA l \ `I INDUSTRI S � � 1121-10 3/4" UNDERGROUND ' -r"" '+ CUSTOM - NEW AIA 1 \ POOL \ ' SKYLIGHT IINDUSTRIES J { I VAULT 1 ! i 1 GLASS ROOF 1� i t 1 85'-0' NEW R00 SOLAR 5,- 114' PANELS , EXISTING ROOF , G\,0 NEW POOL RIDGE (RE: ZLEVATIONS ICE : `� I FOR HEIGHT LIMITS) I 1 �+ NEW SKY LIGHT - IN NEW GABLED ROOF NEW SKY LIGHT IN NEW ROOF NEW AIA INDUSTRIES ) { l GLASS COVERED TRELLIS + ; 101 T.O. FINISHED ' + l WALL = SITE ELEVATION: 112!03/4 i/,, / �/ ��• DRYWELL EW j RODF ; EXISTING ROOF ' \ SLOpE t O. � RIDGE E: ELEVATONS HE S \ \ ' I T.O. FINISHEQ WALL = S/TE11 , ELEVATION: I 110'-¢ 3/4"oo CL 6j�/ 1 NEW CHIMNE\ \ ' NEW FRENCH DRAIN / AN FIREPLACE, _ ,'� � \ � \ CONNECT TO EXISTING DRYFLLS 1 r. /\ 1 NEW CONCRETE APRON - / EXISTING FIRE HYDRANT 1 1 1 1 1 i 1 EXISTING ELECTRIC METER EXISTING TRANSFORMER EIV Efi AL SE-- PLAN NOTES: SITE PLAN INFORMATIUS BASED ON THE SURVEY PREPARED BY ASPEN SURVEY ENGINNS, NC. DATED 04.27.04. ARCHITECT ASSUMES INFORMATION PROVIDED BY SURVEYCIS ACCURATE AND ARCHITECT IS NOT RESPONSIBLE FOR INAURACIES, ERRORS OR OMISSIONS BY SURVEYOR. '. CONTRACTOR TO TAKERE�T CARE TO NOT DISTURB VEGETATION OUTSIDE OF OF ACCESS AND BUILIG EVVELOPE. ANY DISTURBED VEGETATION SHALL BE RESEEDED OR PLANTI WrH NATIVE VEGETATION. T. CONTRACTOR TO VER/fWITN LANDSCAPE ARCHITECT TREES TO BE REMOVED AND TREES TO BE TRANSANTED, AS REO'D. 51TE MN 1" = 20' RE. T2.7 FOR;NOW L -LT AREA CALCULI IONS G A L A M B O S ARCHITECTS INC. 300 D AABC ASPEN, CO 8 161 1 (970) 429-12a45 o C' a WujI' TP U a 0 W. w O 0 U Ld 7zQ 0 Qo Z � J --� �eo Ld 0 wU Q 0 WZ CL U CLLJ z o �..o C� o Z C° o 0 Lli Lo 0 of Z CL LLJ ry ISSUED FOR PRICING DATE 05.1 3 04 PERMIT 06-01.04 HOA 06 03 04 PERMff 06 07 04 WINDOW PACKAGE 06 1 7 04 PERMIT 06 28 04 WINDOW PACKAGE 07 1 2 04 PRICING 07.23.04 A" r) i //, T/l r A /"V / / A / r/ / 7-l7 A 7-/nr-) / /A// T INFIL TRA TO/ BED PLAN " SDR 35 P VC NrW SEP TIC TANK LEVEL HEADER PIPE CLEAN-OUT DETAIL- '--- 3" TEE )NCRETE IPPOR T XLAR FLOW FROM HOUSE J" SWEET AIR CHARCOAL FILTER o (OR APPROVED EQUAL) N SANDY TOPSOIL VARIES FROM 12" AT CENTER 4" AIR VENT TO 2" AT EDGES SEED TOPSOIL ILI itl N - -di - SA/VD STRA TA 4" SOLID PVC STUBBED INTO UNIT 2" OF SAND OR SUITABLE ON-SITE --/ MATERIAL APPROVED BY THE ENGINEER AIR VENT DETAIL NOT TO SCALE 25' 2.5' 1 5' 1 5' 5' NOTES: 1. ALL MA TERIALS, INS TALLA TION PRACTICES, SETBACK REQUIREMENTS, ETC, SHALL COMPLY WITH THE PITKIN COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULA TIONS. 2. THE E. TA. BED SHALL BE CONSTRUCTED SO THAT THE BOTTOM IS LEVEL 4-/--0. 1' PLACE BED IN NATURAL GROUND; NO PORTION OF THE BED SHALL BE PLACED IN FILL. 3. PROVIDE ADEQUA TE SURFACE & SUBSURFACE WA TER DIVERSION TO ASSURE THA T RUN-OFF DOES NOT ENTER THE EVAPO- TRANSPIRA TION -ABSORPTION BED IF SUBSURFACE WA TER IS ENCOUN TERED, NO TIFY ENGINEER. 4. STONE SHALL BE 1/2" TO 2 1/2" SCREENED ROCK. 5. SAND SHALL BE 0.04 TO 0.28 MM EFFEC TI VE SIZE WITH A UNIFORMITY COEFFICIENT OF 4 OR LESS PROVIDE SIEVE ANAL PSIS TO ENGINEER FOR REVIEW. 6. THE RECOMMENDED BED SEEDING IS SAL T RESISTANT FESCUE A T 4 TO 6 LBS. PER 1000 SQ.FT ALL OTHER AREAS DISTURBED BY CONSTRUCTION SHALL BE RESEEDED WI TN NA TI VE GRA SSSS TO PRE VEN T EROSION. 7. THE LOCA TION OF THE BED MA Y BE ADJUSTED IN THE FIELD TO BETTER FIT THE SITE, PROVIDED ALL SETBACKS ARE MET. CONTRACTOR SHALL VERIFY L A YOU T ACCOMMODA TES Sl TE SL OPE. 8. DRAIN HOLES IN 4 " PERFORA TED PIPE TO BE A T 60" SPACING (2 HOLES PER SPACING, 1/4" DIA. LOCATED DOWNWARD) OR ASTM 2729 PERFORATED PIPE. 9. 4 " P VC TEES SHOUL D NO T BE GL UED TO ENA BL E OBSER VA TIONS OF WA TER LEVEL IN SYSTEM AND TO REMOVE EXCESS SALTS ACCUMULATION OR SURPLUS WA TER, IF NECESSAR Y 10. USE RISERS AS NEEDED TO BRING SEPTIC TANK ACCESS HATCH WITHIN 6" OF FINISHED GRADE. 11. SDR 35 PVC PIPE OR PIPE OF EQUAL STRENGTH OR OTHER PIPE PROPERL Y SUPPORTED TO PREVENT FAILURE BY SETTLING SHALL EXTEND FROM ALL TANKS FOR A DISTANCE OF AT LEAST FIVE FEET (5) FROM THE INLET AND OUTLET ENDS. 12. THE CON TRA C TOR AND 0 WNER SHALL TAKE WHA TE VER MEA SURES ARE NECESSAR Y TO A SSURE THA T (a) SEP TlC TANK AND SEWER L INES ARE COMPLETEL Y WA TER TIGHT, AND (b) THE SYSTEM IS TO BE INSTALLED TO PREVENT FREEZING OF ALL PRESSURE AND GRAVITY SEWER LINES. 13 THE PITKIN COUNTY ENVIRONMENTAL HEAL TH DEPARTMENT AND THE ENGINEER SHALL BE NOTIFIED WHEN CONSTRUCTION COMMENCES AND KEPT ABREAST OF THE CONSTRUCTION PROGRESS SO THA T SUFFICIENT INSPECTION CAN BE PERFORMED TO ASSURE CONFORMANCE WITH THESE PLANS. PROVIDE A MINIMUM OF 48 HOURS NOTICE TO EACH. 14. PVC SEWER PIPE SHALL BE SDR 35 /N ALL TRAFFIC AREAS, ASTM 2729 PVC ELSEWHERE. 15. THE SURFACE OF EACH BED SHALL BE PROPERL Y MOUNDED PER THE DRAWINGS TO ENSURE THA T PRECIPI TA TION OR SNOWMEL T WILL RUN OFF THE BE 16. SURFACE GRADING SHALL ROUTE RUNOFF AROUND AND AWAY FROM THE BEDS. DESIGN CAL CULA TIONS: 1. EXISTING HOME (>6000 SF), USE 2 PERSONS/BEDROOM AND 130 GPCD. 2. DETERMINE FLOW. Q (BEDROOM) = (2)(1)(130) = 260 GPD Q (POOLHOUSE) = 10 PERSONS * 10 GPCD = 100 GPD Q (DESIGN) = 1.75 * 360 GPD = 630 GPD J. SEPTIC TANK: V = 630 GPD * 1.25 = 788 GALLONS, INSTALL 1000 GALLON TANK 4. ALLOWABLE LOADING RATES: DESIGN FOR COMBINATION ABSORPTION/EVAPO-TRANSPIRATION METHOD OF EFFLUENT DISPOSAL. PERC TEST RESULTS: 240 MINUTES/INCH (ASSUMED) EVAPO- TRANSPIRA TION.- USE ET RATE OF 32 %YEAR 5. DETERMINE BED SIZE. FOR ABSORPTION. Q = 5 * (AREA)/SQRT() FOR EVAPO-TRANSPIRATION: Q = 32%YR * (AREA/586 6. COMBINE EQUATIONS AND SUBSTITUTE: Q (ABSORPTION) f Q(ET) = 630 GPD 0.3227(A) f 0.0546(A) = 630 GPD AREA = 1670 S. F. INSTALL 25' X 68.75' BED (EFFECTIVE AREA = 1718.75 S.F.) 5' 1 2.5' GENERAL • SLOP A T 2. 1 GRADE OR TO T lS Tl BED (TYP.) SA FR D Y TOPSOIL VARIES M ! MD 12" A T DLE 7\ 11 AIR VENT (4 R SEE DETAIL Q'D) T02 " A T SIDES ---- -- SITE PLAN x C BOTTOM OF BED SHALL BE LEVEL _/ WASHED SAND 0.1 +, SCARIFY BEFORE PLACING SAND \_2"SAND 4 " PERFORA TED P VC SLOPE O'IFT. (TYP.) BED SEC TION SCALE: 1"= 3' Si }'J,noC � IMA .W.y EXISTING GRADE SLOPE A T 2.• 1 MAX. TO EXISTING GRADE OR TO BED (TYP.) PROVIDE SWALE TO DIVERT RUN-OFF AROUND E. T.A. BED SLOPE A T 19' MIN. TO DA YLIGH T } Pq PPPfP asas" � L J. G °. # PAS