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Home My WebLink AboutFile Documents.688 Spruce St.0003-2022-BCHO (5) ► 111104 ► CITY OF ASPEN 427 Rio Grande Place, Aspen, CO 81611 (970) 920.5090 www.aspen.gov NOTICE OF EXEMPTION AND AUTHORIZATION TO APPLY FOR LAND USE/ BUILDING PERMITS DURING THE EFFECTIVE TERM OF ORDINANCE#27, SERIES OF 2021 AND ORDINANCE #6, SERIES OF 2022 Property Address: 688 Spruce St Parcel ID Number: 273707400009 Property Owner: MNKM, LLC Representative/email: Maura Trumble, mtrumble@ccyarchitects.com Scope of Work (Provide narrative here and a separate pdf which is a succinct and clear set of supporting documents, to be attached to this form as Exhibit A, such as Letters of Completeness, Resolutions, Development Orders, Land Use Case numbers, Building Permit numbers etc. If the representation being made is that the work does not involve dimensional changes prohibited by the moratorium provide existing and proposed calculations, floor Plans and and elevations to be attached: Change order to active building permit to add a dog wash,and change to an inground spa,and other minor interior changes.No new floor area. Due to the circumstances noted below, the above referenced project as defined by the Scope of Work is exempt from the application of Ordinance #27, Series of 2021 and Ordinance #6, Series of 2022, and is authorized to pursue a land use review and/or building permit review during the effective terms of Ordinance #27, Series of 2021 and Ordinance #6, Series of 2022, ordinances which generally place a moratorium on residential development. This authorization does not guarantee issuance of a building permit or approval of any land use application. The applicant must submit complete information and pursue all authorized approvals in a timely fashion, adhering to all deadlines for submission, terms of Vested Rights, response times required to maintain an active building permit, and all other Land Use Code and Building Code requirements in effect as of December 8, 2021. Any amendments and or additional approvals not addressed or identified in the application, may be subject to Ordinance #27, Series of 2021 or Ordinance #6 Series of 2022. RECEIVED The project described above is permitted to proceed with land use review becJ. O7/2022 (check all that apply): ASPEN BUILDING DEPARTMENT ❑ A land use application for a Development Order or Notice of Approval was submitted to the Community Development Department prior to final passage of the ordinance on December 8, 2021, and was subsequently deemed to be complete by the Community Development Department Director. ❑ The land use application is seeking a Development Order or Notice of Approval for a project consisting of 100°/0 Affordable Housing as that term is defined at §26.104.100 of the Aspen Municipal Code, or as may be deemed necessary for the issuance of Certificates of Affordable Housing for a 100% Affordable Housing project, or as determined by the Community Development Director. ❑ The land use application involves Voluntary AspenModern designation processes that meet the requirements of Section 26.415.025.0 and 26.415.030. ❑ The land use application or administrative request may be necessary to issue exempt building permits as described below, and as determined by the Community Development Director. The project described above is permitted to submit for building permit review because (check all that apply): ❑ A building permit application was submitted to the Community Development Department prior to final passage of the ordinance on December 8, 2021, and was subsequently deemed to be complete by the Chief Building Official. ❑ It is a building permit for a project that will not increase the gross square footage of development, Net leasable area, or Net livable area of any building and does not meet the definition of demolition. ❑ It is a building permit for a project that will not increase the Height of any building. This includes additions to or replacement of mechanical equipment or energy efficiency systems pursuant to height exemptions as set forth at §26.575.020 of the Aspen Municipal Code, or as determined by the Community Development Director. ❑ It is a building permit for commercial and lodge development as stand-alone uses on a parcel or property. ❑ The project has received or is eligible to receive a Development Order or Notice of Approval on the effective date of this ordinance. ❑ It is a building permit for 100% affordable housing projects as that term is defined at §26.104.100 of the Aspen Municipal Code. ❑ It is a building permit for demolition or repair of non-habitable structures. Issued on March 22 , 2022 , this certificate is valid through the effective date of Ordinance #27, Series of 2021 and Ordinance #6, Series of 2022, or any Ordinance which supersedes a provision of these ordinances in a manner which is relevant to the Scope of Work. A copy of this certificate is required when applying for any land use review or building permit. This Notice is not a Development Order or Administrative Determination that is subject to appeal. 47. � rf.- Planning Director, for Phillip Supino Community Development Director Disclaimer: This exemption is given based on the information provided by the applicant. If changes are made, or the scope,after more detailed review, is found to be subject to Ordinance 27, 202tE ' VED Ordinance #6, Series of 2022, the exemption may be revoked. Exhibit A: Floor plans and elevations representing scope of work 04/07/2022 ASPEN BUILDING DEPARTMENT Exhibit A CCYARCHITECTS 688 Spruce Change Order#1 To KORU CONSTRUCTION, CITY OF ASPEN FROM CCY—MAURATRUMBLE DATE 12.13.2021 J O B 688 SPRUCE ST RE PERMIT CHANGE ORDER#01 (ASI-01) ASI-01 (DELTA 1)— LANDSCAPE & SPA ITEMS, DOG WASH, MINOR INTERIOR REVISIONS This Change Order#01 is concerned with the addition of the in-ground spa, exterior material changes in paving and finish, and the addition of a dog wash area in the garage. This also includes a few minor interior changes, including an adjustment to a lower level bathroom and closet layout, a window adjustment in the bunk room, and a simplified drainage plan in the garage. REVISED DRAWINGS: SHEET# DESCRIPTION OF CHANGE LANDSCAPE DOCUMENTS L0-00 •Assigned ASI 01 issue date. • Clarified Sheet Index to indicate where to find location of series drawings not included in landscape sheet set. Series drawings indicated as Not Included at this Time will not be provided as not necessary. • Indicated sheets included in ASI 01. LO-03 • Site material legend adjustment- concrete paving adjust to stone paving L3-01 • South and north patio paving material and joints adjustment, east patio paving material adjustment, prefabricated spa adjusted to gunite spa. L7-01 • Stone paving and spa copping details. L7-02 • Mortar joint detail. L7-08 •Wood deck detail. SP 100 • Overall Spa Plan and Notes SP 200 • Spa Plan SP 300 • Spa Piping Plan SP 400 • Equipment Room Plan SP 410 • Circulation Equipment Details SP 500 • Sections and Structural Details SP 600 • Details ARCHITECTURAL DOCUMENTS A-100 - Revised note at new inground-spa A-110 - Revised notes at spa and fitness deck, re: landscape and spa drawings. - Revised egress window in bunkroom - Revised bathroom and closet layout, Bath 3 A-111 - New Dog Wash area in Garage - Revised and simplified garage drainage A-120 - Revised egress window in bunkroom A-121 - Revised bathroom and closet layout, Bath 3 A-122 - New Dog Wash area with low-flow handshower in garage - Revised and simplified garage drainage A-130 - Revised bathroom and closet layout, Bath 3 RECEIVED 04/07/2022 COTTLE CARR YAW 228 Midland Ave Box 529 Basalt CO 81621 970 927 4925 www.ccyarchitects.com ASPEN BUILDING DEPARTMENT Vicinty Map " � r �. ti MNKN LLC. e n c EA �» ° " r"� a''arJtde',.". a ,. {3tYy3, tr..% ' 4'�� • !k t�.. 688 SPRUCE STREET 0,4 Conepne dj n ,, .,_ „.. RESIDENCE t BUILDING PERMIT �<„ Ave. .� �, � '° d .A it ty 4,1 �� ^m }, '�C 2 f .7, '.• `'4t� • ASPEN, COLORADO ;, - '" .t ISSUE: OCTOBER 16, 2020 y `$ � r�'if P d 'ks` 4u t, tt / i m Si 2 E E E c c c I ' ASI 01: December 10, 2021 0 §E A AE E �, a r t' (2 rn 0 0) E V 50 5) y �ir`: 1R11 rn",{.R 1.,.t. *. d., '*,r .°fi,. ' '�.* `:' ', . .a- -P�.'.:. a y 3 3 3 a G 3 3 NOT TO SCALE - - --_ _ _ "' --- _.._ - Sheet Index ¢ ry ry MIE S R,,,,6476,,` _ _ / O O r0 O O O N N N N N 22G.00' / ry P, N ry N ry N NORTH 1., .^" • 1" Sheet Sheet Title O. s a RI . Sheet Sheet Title g `"' `" a L 3J-"L 3 j�...- / I"o No. 0 0 0 0 No. 6 0 0 0 0 'i �--• --man ni 0 '/a I■I .„ �o dr Landscape Drawings: Consultant Drawings: I '` GENERAL INFORMATION: IRRIGATION SYSTEM SERIES tl �r .' S 1 J I - - Cover • o IR 1 n Legend Notes • 0 0 0 0 t t Lklv ` L0-01 Hardscape Site Reference Plan • IR 2 Irrigation Plan • o 0 0 0 I l 'I / LO-02 Landscape Site Reference Plan • IR-3 Irrigation Details 37 i` 10. r •.. 0 0 LO-04 General Information • • LO-03 General Information • IR-4 Irrigation Details Project Description I vs ��'•^h/ _ LI ' �Io WATER DESIGN SIGNl SERIES Notes o I O �� • �48,1 _ PLANT PROTECTION AND REMOVAL SERIES: • o '+ --{{,,�'' i..77 im iin p e L1-01 Plant Protection and Removal Plan • SP200 Spa Plan 688 Spruce Street,Aspen Colorado.Parcel#273707400009. .. I , ` • �' N �7„",[ 1 SP300 Spa Piping Plan o New Single family residence with gear shed Site work shall include tree protection and removal,Site preparation,including earthwork,driveways,drainage,and y 4e .1 SP400 Equipment Room Plan ��/� SITE MATERIALS SERIES: utilities;Landscape site features,and planting and irrigation for disturbed area within the activity envelope of the main house. '�i _& ^` L3-01 Site Materials Plan • o SP410 Circulation Equipment Details o / SP500 Sections and Structural Details The following subconseltant drawings are included within the drawing set: �+ "':°.6 pt � j `' „ SITE LAYOUT SERIES: SP600 Details o -Irrigation System Consultant a L` / n L '-II I L4-01 Site Layout Plan Refer to the Architectural drawing for the following site related components: '• t0 -Site Lighting and Electrical 04. / -r SITE DETAILS SERIES: -Structural Engineering 1 �p A 1 -Mechanical En �S t " 1 r P Engineering �®, r�z`,� L7-01 Site Details i -Civil Engineer L7-02 Site Details • o ��I At e e-tt 0 L7-03 Site Details • '- • .,®s®O \1 �"-'e`(�_ L7-04 Site Details • ��I \I�o � ®�00® ® -. I I L7-06 Site Details • o ,{' () L7-06 Site Details R �,� L7 08 Site Details o _per N I L7-078 Site Details �� ell atZ p TREE PLANTING SERIES: o 0 �+0(o�+ � - grc r_ - L8-01 Site Planting Plan • /�� `'V \ ., ,, OO I_ PLANTING DETAILS SERIES: IF L9-01 Planting Detail •• / // ci L9-02 Planting Detail // I - L9-03 Planting Detail • o I - ` HYDROZONE SERIES: q. „� + ..- _ , L10-01 Hydrozone Plan L,..,.. ._.. ct. 0 i -, , OWNER —��_�\ - — "i 1 SHEET LEGEND KEY: — ��------ —__ J _ YI Indicates included sheet N 88°48'36"W MNKN LLC 226.00' — — — — � a o Indicates included but revised sheet 688 Spruce Street > Aspen, Colorado 81611 NTS partproject, complete,up-to-date9 p NORTH Note:As of this ro ect,the Contractor shall maintain a set of all Drawings and Specifications available for review at the construction site by the Owner's Representative and Landscape Architect.In addition,the Contractor shall ensure all installations and coordination by all trades occurs in accordance with the above revisions. LANDSCAPE ARCHITECT: ARCHITECT: DESIGNWORKSHOP CIVIL ENGINEER: LIGHTING DESIGN: IRRIGATION DESIGN: WATER FEATURE DESIGN: CCY Architects Contact: Mike Albert Roaring Fork Engineering LS Group Hines Inc. Water Design Inc. Contact: Maura Trumble 120 East Main Street Contact: Richard Goulding Contact: Elise Streeb Contact: Nate Hines Contact: Jim Redman 228 Midland Avenue Aspen, Colorado 81611 592 Highway 133 20 Sunset Drive, Unit 9 232 West Drake Road, Suite 204 6740 S 1300 E, Suite 110 Post Office Box 529 Tel: (970) 925-8354 Carbondale, Colorado 81623 Basalt, CO 81621 Fort Collins, Colorado 8052 Salt Lake City, UT 84121 Basalt, Colorado 81621 Fax: (970) 920-1387 Tel: (970) 340-4130 Tel: (970) 927-5133 Tel: (480) 710-7474 Tel: (801) 261-4009 Tel: (970) 927-4925 DW Project Nun T93EIVED 04/07/2022 ASPEN BUILDING DEPARTMENT ® I ® I ® I ® I ® I ® I ® I ® I ® TABLE OF ABBREVIATIONS DESIGNWORKSHOP GENERAL NOTES SITE LAYOUT NOTES APPROX APPROXIMATE MH MANHOLE SAMPLE KEYNOTE DRAWING CALLOUT: ARCH ARCHITECT MIN MINIMUM Landscape Architecture• Land Planning 1. Peak Surveying,Inc.prepared the survey for this project.It has been reformatted for use in and for 1. Layout and dimensions provided on Drawings are based on Architecture Building Grid. AVG AVERAGE MISC MISCELLANEOUS preparation of these documents.Contractor shall obtain officially signed copy from Peak Surveying,Inc.(110 B&B BALLED AND BURLAPPED MTD MOUNTED ®TYP. Urban Design • Tourism Planning E.3rd Street,Rifle,Colorado 81650,phone-970-625-1954)and become familiar with it,the existing 2. Verify utility locates,plant protection and stomlwater pollution protection plan(SWPPP)measures are in place BC BOTTOM OF CURB MTL METAL Asheville.Aspen.Austin.Chicago.Denver.Dubai conditions and site context prior to construction.All discrepancies should be brought to the attention of the prior to commencing construction.Do not proceed with construction if not in compliance and maintained BF BOTTOM OF FOOTING N NORTH Houston.Lake Tahoe.Los Angeles.Shanghai Landscape Architect for immediate resolution.Landscape Architect is not responsible for errors or omissions throughout. BLDG BUILDING NIC NOT IN CONTRACT associated with preparation or documentation of survey. BM BENCHMARK NO NUMBER DETAIL/ RELATED SPEC. 2. Contractor is responsible for determining means and methods forconstrsution.These drawings may indicate 3. Layout and verify dimensions prior to construction.Field stake all proposed improvements for review and BOC BACK OF CURB NOM NOMINAL SITE DETAIL KEYNOTES: SHEET DETAIL(S) SECTION(S) 120 East Main Street a limit of proposed improvements,limits of site demolition,etc.for delineation of expected extents of approval by Landscape Architect unless indicated otherwise.Bring discrepancies to the attention of the BR BOTTOM OF RAMP NTS NOT TO SCALE Aspen,Colorado 81611 ® disturbance,however,final impact shall be determined in the field.Should limits of disturbance exceed Landscape Architect for final direction.Landscape Architect reserves right to make field adjustments and layout BRG BEARING OC ON CENTER boundaries defined in drawings,Contractor shall contact Landscape Architect for resolution. decisions in field as necessary at no additional cost to owner. (97U)925-8354 9 P BS BOTTOM OF STEP OD OUTSIDE DIAMETER 1.0 PAVEMENTS,RAMPS,CURBS 3. Contractor is responsible for repairing all work disturbed by construction outside of limalines defined on BW BOTTOM OF WALL OPP OPPOSITE (970)920-1387 drawings or through his/her means and methods and General Conditions to a condition acceptable to the 4. Request Inspection of field staking by Landscape Architect a minimum of 24 hours in advance of performing any CAL CALIPER PAR PARALLEL 1.1 STONE PAVING TYPE 1-Sand Set w/ x/Lx-01 x/Lz-Ox,x/LxAz, owner at no additional cost. work unless indicated otherwise. 4. Contractor is responsible for protecting all existing conditions,improvements,utilities,etc.to remain.Any CAP CAPACITY PC POINT OF CURVATURE Planting Joints x/Lz-Ox j/ W W W,DESIGN WORKSHOP.C O M damages shall be repaired to a condition acceptable to the owner at no additional cost. 5. For dimensions of buildings,garages,trash enclosures,patios and related work,refer to the architectural CF CUBIC FEET PE POLYURETHANE KEYNOTE HEADING / 5. Contractor is responsible for maintaining a complete up-to-date set of Drawings and Specifications at the drawings.Copies of these drawings(are available from the owner)(are included herein and are noted"for CHAM CHAMFER PERF PERFORATED (PROPOSED PRIMARY KEYNOTE DETAIL information only"). CIP CAST IN PLACE PED PEDESTRIAN construction site and ensuring the documents are readily available for review by the Landscape Architect and IMPROVEMENT REFERENCE(NUMBER AND 321400 CJ CONTROL JOINT PI POINT OF INTERSECTION / / governing agency. SYSTEM) SHEET) 6. The Drawings and Specifications are complementary to one another and implied to correspond withone 6. Written dimensions take precedence over scale.Bring discrepancies to the attention of the Landscape Architect CL CENTER LINE PL PROPERTY LINE KEYNOTE CALL OUT another.Any discrepancies should be brought to the attention of the Landscape Architect for immediate for final direction. CLR CLEARANCE PT POINT,POINT OF TANGENCY resolution. CM CENTIMETER PVC POLYVINYL CHLORIDE KEYNOTE(SYSTEM) ADDITIONAL DETAIL REFERENCES _ 7. This drawing doesn't includes the dimensional controls for lighting fixtures,area drains.Refer to lighting designer CO CLEAN OUT PVMT PAVEMENT ITEM AND BRIEF - 7. Contact the local underground utility service locator for utility locates and identification prior to commencing (COMPOSITE SECTIONS/ELEVATIONS, and civics drawings for dimension controls. COMP COMPACTED PVR PAVER work and maintain in field throughout construction unless indicated or directed otherwise. DESCRIPTION OTHER SECTIONS,ELEVATIONS OR 3D 8. Verify plant protection,stormwater pollution protection plan(SWPPP),existing improvement to remain, CONC CONCRETE ONQUANTITY DRAWINGS,AND/OR TRANSITION OR 8. Where dimensions am called as"equal;Space referenced items equally,measured to their Center lines. and Contractor site control measures are in place prior to commencing with construction.Do not proceed CONST CONSTRUCTION R RADIUS CONNECTION DETAILS) UMI with construction if not in compliance and maintained throughout.Coordinate with Owner's 9. Measurements are to face of building, CONT CONTINUOUS RECEP RECEPTACLE NOTE:MULTIPLE DETAILS MAYBE wall or the fixed she improvement.Dimensions to center lines is indicated. Representative and authorities having jurisdiction as required. CONTR CONTRACTOR REF REFERENCE REFERENCED 10. Provide expansion joints where concrete flanvork meets vertical structures such as walls,curbs,steps and CU CUBIC REINF REINFORCE(D) UMI building elements. CY CUBIC YARD REM REMOVE SPECIFICATION REFERENCE (CSI SECTION NUMBER DBL DOUBLE REQ'D REQUIRED PLANT PROTECTION AND REMOVAL NOTES MASTER FORMAT 2004 OR OTHER JURISIDICTIONAL IX 111 DF DIRECTION OF FLOW REV REVISION,REVISED REQUIREMENT)NOTE:MULTIPLE SPECIFICATIONS MAYBE LINE SYMBOLS LEGEND DEG DEGREE ROW RIGHT OF WAY REFERENCED ® 1. Plants shall remain unless designated for removal and shall be protected as indicated.No disturbance is DEMO DEMOLISH,DEMOLITION RT RIGHT allowed within the dripline of the plants unless indicated or approved otherwise.Protect plants within the DIA DIAMETER S SOUTH plant protection zone as indicated. PROPERTY LINE DIM DIMENSION SAN SANITARY 2. Remove plants as indicated on the plans to their full depth,including stumps and roots,unless noted 5221 EXISTING CONTOURS 1' DTL DETAIL SCH SCHEDULE THE FOLLOWING LIST OF KEYNOTE HEADINGS(PROPOSED IMPROVEMENT SYSTEMS)HAVE otherwise.Fill depressions to meet finish grade with suitable fill,compact and provide positive drainage DWG DRAWING SD STORM DRAIN BEEN INCORPORATED WITHIN THIS DRAWING SET: ' 1 unless indicated otherwise. o EXISTING CONTOURS 5' E EAST SEC SECTION v 3. Plants encountered that are not shown on the drawings shall be brought to the attention of the Landscape EA EACH SF SQUARE FOOT(FEET) 1.0 PAVEMENT,RAMPS,AND CURBS IX Architect. 5221 PROPOSED CONTOURS 1' EJ EXPANSION JOINT SHT SHEET 2.0 JOINTING 4. Remove demolished materials and legally dispose of offsite unless indicated otherwise.Disposal by burning EL ELEVATION SI STORM INLET 3.0 STEPS W O and/or burying on-site is prohibited unless approved otherwise. 5220 PROPOSED CONTOURS 5' ELEC ELECTRICAL SIM SIMILAR 4.0 SITE WALLS/EMBANKMENTS 5. Prune roots and limbs branches only as directed by Landscape Architect unless indicated otherwise. ENG ENGINEER SNT SEALANT 5.0 SITE FURNITURE 6. The location of existing utilities as shown on the plans may vary in relation to actual existing conditions. BUILDING OUTLINE EQ EQUAL SPECS SPECIFICATIONS 6.0 RAILINGS,BARRIERS,AND FENCING Q O Z Additional utilities not shown on the drawings may exist.Verify in the fold the data shown and bring any EQUIP EQUIPMENT SQ SQUARE 7.0 SITE LIGHTING - discrepancies to the attention of the Landscape Architect before starting work. ARCHITECTURAL ROOF LINE _ EST ESTIMATE ST STORM SEWER 8.0 DRAINAGE EXISTING GASLINE-SEE CIVIL DRAWINGS E.W. EACH WAY SY SQUARE YARD 9.0 PLANTING AND LANDSCAPE LANDSCAPE PLANTING NOTES EXIST EXISTING STA STATION 0.0 MISCELLANEOUS ELEMENTS (0 Z z x x EXISTING FENCE-SEE CIVIL DRAWINGS EXP EXPANSION,EXPOSED STD STANDARD 11.0 PLANT PROTECTION ... FF FINISHED FLOOR ELEVATION STL STEEL 0 1. Refer to Civil Engineer's utility and roadway,parking lot grading and drainage plans as required.If actual site N FG FINISHED GRADE STRL STRUCTURAL NOTE:IFA KEYNOTE HEADING IS NOT INCORPORATED IN PROJECT,A"NOT USED AT THIS TIME" I II 0_ conditions varyfrom what is shown on theplans,contact the Landscape Architect for direction as to how to EXISTING WATER LINE-SEE CIVIL DRAWINGS REFERENCE HAS BEEN PROVIDED. P FIN FINISH SYM SYMMETRICAL ♦A proceed. cr. LT, EXISTING CABLE TV LINE-SEE CIVIL DRAWINGS FL FLOW LINE T&B TOP AND BOTTOM CL 2. Verify locations of pertinent site improvements installed under other sections.If any part of this plan cannot be FOC FACE OF CURB TBC TOP OF BACK CURB followed due to site conditions,contact Landscape Architect for instructions prior to commencing work. ,.. EXISTING STORMWATER SEWER LINE-SEE CIVIL FT FOOT(FEET) TC TOP OF CURB IX 3. Exact locations of plant materials shall be approved by the Landscape Architect in the field prior to installation. DRAWINGS FTG FOOTING TF TOP OF FOOTING Stake or otherwise layout all proposed planting for review.Landscape Architect reserves the right to adjust plants EXISTING TELEPHONE LINE-SEE CIVIL DRAWINGS GA GAUGE THK THICK @ to exact location T SAMPLE REFERENCE NOTE DRAWING CALLOUT: 4. Verify counts and square footages.Quantities are provided as Owner information only.If quantities on plant GAL GALVANIZED TOC TOP OF CONCRETE plant EX UE EX UE EXISTING UTILITIES-SEE CIVIL DRAWINGS GC GENERAL CONTRACT(OR) TOPO TOPOGRAPHY ()C)list differ from graphic indications,then graphics shall prevail.If graphics are inconclusive contact Landscape Architect for clarification. GEN GENERAL TSL TOP OF SLAB 5. Perform excavation in vicinity of underground utilities and existing tree/plant driplines with care and if necessary, E E E E PROPOSED ELECTRIC UNDERGROUND-SEE CIVIL HORIZ HORIZONTAL TRAS TRANSFORMER COO TYP. by hand.The Contractor beam full responsibility for this work and disruption or damage to utilities and existing DRAWINGS HP HIGH POINT TR TOP OF RAMP f C C C c PROPOSED LOW PRESSURE GAS LINE-SEE CIVIL trees/plants shall be repaired or replaced immediately at no expense to the Owner. HT HEIGHT TS TOP OF STEP 6. Trees/plants shall bear same relation to finished grade as it bore to existing in place of growth.However,at no DRAWINGS Where multiple gro D NSIDE DIAMETER TW TOP OF WALL \ P point shall it be less than 1 inch above adjacent finishgrade. TV TV TV PROPOSED CABLE TV LINE UNDERGROUND-SEE CIVIL instances occur, N NV NVERT ELEVATION TYP TYPICAL 7. Shrubs shall be planted a minimum of 3 feet from face of building and a minimum of12 inches from edge of DRAWINGS TYP.added to T T T I PROPOSED TELEPHONE LINE UNDERGROUND- N NCHES SEE NCH(ES) VAR VARIES pavement,except as approved by Landscape Architect. indicate 8. All other plants perennials,grasses,groundcover,annuals)shall be planted a minimum of 12 inches from face of CIVIL DRAWINGS NCL NCLUDE(D) VERT VERTICAL ,T buildingand a minimum of 6 inches from edge ofpavement except as approved byLandscape Architect. cos cos WS cos PROPOSED WATER SERVICE LINE-SEE CIVIL NL NLET VEH VEHICLE Typical'so only g p pprove p plan - 9. Provide matchingforms and sizes forplant materials within each species and size designated on the drawings. DRAWINGS RR RRIGATION VOL VOLUME - p gna a"w a"w a'w a'w PROPOSED WATER 4"LINE-SEE CIVIL DRAWINGS JT JOINT W/ WITH labeled/annotated 10. Prune newly planted trees only as directed by Landscape Architect. 11. Finish grades of planting areas and lawns shall be flush and meet smoothly and evenly with adjacent paving, LIN LINEAR W/O WITHOUT "X"REFERENCE NOTES once. providing positive drainage.Shovel V-cut edges shall be provided at planting area transitions to adjacent 6"w 6"w 6"w 6"w PROPOSED WATER 6"LINE-SEE CIVIL DRAWINGS LF LINEAR FEET WT WEIGHT pavement as indicated to allow for mulch installation. LP LOW POINT WL WEIR LEVEL O Final location of path to be determined in 12. Provide specified edging as divider between planting beds and lawn areas. 8'w 8"w 8"w 8"w PROPOSED WATER 8"LINE-SEE CIVIL DRAWINGS LT LIGHT W WF WELDED WIRE FABRIC field under direction of Landscape Architect. -12'W 12"W 12'W PROPOSED WATER 12"LINE-SEE CIVIL DRAWINGS MAIL MATERIAL YD ATRD MAXIMUM @ AT !\ SITE SOILS NOTES MEMB MEMBRANE SERIES SPECIFIC REFERENCE NOTE (SUPPLEMENTAL TO KEYNOTES. 1.dontrectr plcoordinate ntlthOwner's ensureRepresentativefot protected nile t ofdr isturbanctopsoil SITE MATERIAL LEGEND PLANT PROTECTION AND REMOVAL LEGEND TYPICALLYDESCRIBES ITEMS U BE and plantingsoil products.Contractor shall ensure area is and contamination or disturbance of CONSIDERED DURING CONSTRUCTION. stored products is not allowed. MAY REFERENCE A DETAIL OR 0 2.Contractor shall ensure subgrade is scarified prior to installing planting soil and blend with initial lift or p-� SPECIFICATION OR BOTH). placement of proposed planting soil. _ �J PLANT PROTECTION FENCING __ 3.Coordinate placement of planting soil with other work,especially utilities.Placement should occur after CHIPSEAL PAVING,SEE CIVIL ee STONE PAVING TYPE NOTE CALL-OUT EMEE installation of all hardscape improvements,irrigation system,utilities,etc.and before installation of plants. _ee= 3a-Spa Copping EXISTING COTTONWOOD TREE,6"CALIPER OR GREATER,TO BE eiAn� REMOVED WITH TREE REMOVED NUMBER IDENTIFIER VEHICULAR CONCRETE PAVING o NOTE"X"REFERS TO DRAWING SERIES i.e.SITE DEMOLITION - STONE PAVING TYPE SOIL AMENDMENT NOTES TYPE 1-NON SNOWMELT 3b-Autocover Vault Q EXISTING ASPEN TREE,6"CALIPER OR GREATER,TO BE REMOVED REFERENCE NOTES).THERE SHOULD BE SPECIFIC REFERENCENOTES FOR EACH DRAWING SERIES.HOWEVER,SOME NOTES 1. Topsoil of irrigated grasses(including turf),shrubs,perennials,and annuals shall beasandy loam too VEHICULAR CONCRETE WITH TREE REMOVED NUMBER IDENTIFIER MAY APPEAR ON MULTIPLE SERIES AS APPLICABLE. ISSUE DATE: 10/16/2020 MULCH PATH depth of at least 6 inches(6")containing at least 5 percent(5%)organic matter by volume. PAVING TYPE 2-SNOWMELT REVISIONS EXISTING BLUE SPRUCE TREE,6"CALIPER OR GREATER,TO BE _ 2. Tree soil should have a minimum depth of 3 feet(3').both topsoil and subsoil layers shall be sandy REMOVED WITH TREE REMOVED NUMBER IDENTIFIER - # DATE DESCRIPTION loam.the top soil shall be at least 6 inches(6")and have 5 percent(5%)organic matter by volume and PEDESTRIAN CONCRETE PAVING CRUSHER FINE PATH subsoil shall have at least one to three percent(1-3%)organic matter by volume. - TYPE 1-NON SNOWMELT [ 1 12/10/2021 ASI 01 3. Soil amendment organic matter shall consist of either class and class ii compost. EXISTING COTTONWOOD TREE,6"CALIPER OR GREATER,TO PEDESTRIAN CONCRETE ;'I WOOD DECKING REMAIN,PROTECT IN PLACE PLANT IDENTIFICATION KEY 4. In good existing soils,dig and turn the soils to three times the dimension of the root ball.Hard or PAVING TYPE 2-SNOWMELT compacted subsoil or lower soil layers should be broken up to create adequate drainage and avoid EXISTING ASPEN TREE,6"CALIPER OR GREATER,TO REMAIN, trapping water.in newly developed planting sites,soil depth shall be 20'diameter around trees with a A (3)PP-14 depth of 36"when possible. CONCRETE STEPS PROTECT IN PLACE NOTE:PLANT ABBREVIATION ON PLANT TYPE 1-NON SNOWMELT IDENTIFICATION KEY SHOULD CORRESPOND WITH 5. Soil Preparation: EXISTING BLUE SPRUCE TREE,6"CALIPER OR GREATER,TO PLANT SIZE(i.e.CALIPER ABBREVIATION ON PLANT LIST(i.e.PP-Id WOULD F 5.1. Amendment shall be tilled to a minimum depth of 6". REMAIN,PROTECT IN PLACE OR HEIGHT) REFER TO A PINUS PONDEROSA,14 FOOT HEIGHT; © 5.2. Site shall be graded within two-thenths of a foot of the grading plan. CONCRETE STEPS \\:PLANT ABBREVIATION AR-3 WOULD REFER TO AN ACER RUBRUM'RED 5.3. Site shall be free of rocks and debris over 1"diameter in size.Rocks and debris 0.5"to 1"shall SUNSET,3 INCH CALIPER) not exceed 5%by volume and gravel 0.6"to 1.25"shall not exceed 5%by volume.Particles such _ "E -S •W ELT LIMIT OF VEGETATION REMOVAL (2-3 LETTERS,TYPICALLY S as concrete,brick,glass,metal,wood or plastic greater than 1"shall not be allowed.The total FIRST LETTER FROM volume of these materials smaller than 1"shall not exceed 5%. STONE PAVING TYPE 1-SAND SET PLANTS BOTANICAL DRAWN: JW REVIEWED:MA 5.4. Site shall be free of dirt clods over 3/4"diameter in size.Dryland seed areas may contain dirt VEGETATION REMOVAL AREA FIRST AND LAST NAME) Aclods up to 2"diameter. QUANTITY 5.5. Stripping and stockpiling of indigenous soil(topsoil)shall be required during construction(except s waived by the city of aspen).Stockpiling may not occur on existing native vegetation outside STONE PAVING TYPE 2a-MORTAR SET-SNOWMELT of the disturbance area. b 5.6. Soil shall have no herbicides,heavy metals,biological toxins or hydrocarbons that impact plant Buildinggrowth or exceed the epa's standards for soil contaminant. Permit 2 _ STONE PAVING TYPE 2a-MORTAR SET-NON-SNOWMELT Y -6. Written documentation reflecting approved volume and type of soil amendment is required upon € inspection. 1,, t7. Organic Mulch: 7.2. shall be applied to the soil Brer ae,htynot against feet ata depth m or hig against PLANTING LEGEND TREE REMOVAL SUMMARY CHART PROJECT NUMBER:6183 c 7.1. shall be applied to the soil surface,not against the plant stem or high against the base of trunks. 3 7.3. Avoid mulch consistent of construction debris such as pallets. TREE TYPE QUANTITY TOTAL CALIPER INCHES(DBH) 8. Inorganic mulch,including rock,gravel,or pebbles shall have a minimum depth of 2". PROPOSED „ x:. DECIDUOUS TREE PROPOSED PERENNIAL PROPOSED TOTAL 77 342.5" " 9. Design workshop has complied with the criteria of the water efficient landscaping standards and AND GROUNDCOVER EXISTING TOTAL 33 246" GENERAL applied them for the efficient use of water in the landscape design plan m 0 xv\III////� .L_�L�.• ` I+ ; PROPOSED NOTES: INFORMATION so, /`� "^'/ CONIFEROUS TREE PROPOSED TURF LAWN 1. Only trees larger than 6"caliper in size are provided on this chart. ;, Mike Albert l.,U'1\\\� •.......... Additional vegetation(i.e.understory shrubs,groundcover,etc.)may Licensed Landscape Architect in Colorado also need to be removed and is indicated as approximately as possible. \� PROPOSED NATIVE Final limits of vegetation removal shall be determined in field under 0 PROPOSED SHRUB REVEGETATION direction of Landscape Architect upon staking of proposed improvements. SHEET NUMBER 2. Refer to Plant List for proposed trees and caliper inches.o I E.E. 0 PROPOSED - - - - WILDFLOWER MIX LD 03 :)(ECEIVED s" ORNAMENTAL GRASS - - - - - 7 04/07/2022 ® I ® I ® I ® I ® I ® I ® I ® pconvaicxToasicuwoaxsean,INC. ASPEN o BUILDING DEPARTMENT (1 1 ° I ® I ® I © I © I ° I ® I Oe L' 4 / SITE KEYNOTES: DETAIL/ RELATED SPEC. DESIGNWORKSHOP SHEET DETAILS SECTION Landscape Architecture• Land Planning 1.0 PAVEMENTS,RAMPS,CURBS Urban Design . Tourism Planning Asheville.Aspen.Ausfin.Chicago.Denver.Dubai 1.1 Vehicular-Concrete Paving Type 1-Non Snowmelt 1/L7-01 321313 Houston.Lake Tahoe.Los Angeles.Shanghai 1.2 Vehicular-Concrete Paving Type 2-Snowmelt 2/L7-01 321313 \ 1.3 Pedestrian-Concrete Paving Type 1-Non Snowmelt 3/L7-01 321313 P-d-tr' •n -te'. •• .e - •w.•-it -0 321313 120 East Main Street \ 1.5 Stone Paving Type 1-Sand Set s/L7-01 3214 , Aspen,Colorado 81611 1.6 Stone Paving Type 2a-Mortar Set-Non Snowmelt 6/L7-01 321440 (970)925-8354 1.7 Stone Paving Type 2b-Mortar Set-Snowmelt 7/L7-01 32144. (970)920-1387 1.8 Stone Paving Type 3a-Spa Copping 8/L7-01 321440 ..9 St.ne Pavin.Ty.=3b-Autocovr V.ult 9/L7-01 32144•. \ACCf SS EASEMENT 1.11.100 We pa Crusher fine path 10/L7-01 329419.1332141 W W W D E S G N W O R K S H O P.C O M 2.0 JOINTING \ACCESS\ \-- \\ 2.1 Control Joint 1/L7-02 321313 \\ 2.2 Expansion Joint Type 1 2/L7-02 321373 _ 5 TVP.EASEMENT-- 2.3 Expansion Joint Type 2 3/L7-02 321373 - •Joi 4/L7-0 1440 _ _ - - - - _ -_ Property Line\\\-- 2.5 Mortar Joint 5/L7-02 321441 Q 1INLI r y - - - 3.o STEPS �- - w‘1,, 3.1a Concrete Step Type 1a-Non Snowmelt 6/L7-02 003300INLI I,�� 3.1b Concrete Step Type lb-Non Snowmelt 1/L7-04 003300 TYP.® I 3.2 Concrete Steps Type 2-Snowmelt 7/L7-02 003300 �a'. ®TYP ';T,: 1 /' 4.0 SITE WALLS/EMBANKMENTS MI TYP. 7.5 O 0 I /� 1Q Garden `�® �" I II / Refer to Architectural Drawings. / a ® B�adntlrg I ®� 5.0 SITE FURNITURE g • " ,00Z Not used at the time. / 1 v 1 \ ®®,®�� - - - r z (// H_ O. RAILINGS,BARRIERS,FENCING IA U O ` ®J® I `"�'¢°t a 6.1 Entry Fence/Gate 1/L7-Os 323119 6.2 Wall Mounted Handrail 1/L7-O6 055213 25'-0" 6.3 Garden Fence/Gate 1/L-Si 323119 1 _ ,� _ I ONT YARD SETBtCK c 11 H, 0 8 z 7.0 SITE LIGHTING p �P® �4, GARAGE if Ia l Refer to Ligthing Designer's Drawings. Z TYP' 1.11.ff �i,�: �ESIDENCE �� O I I _ I 8.0 DRAINAGE W �a/� _zz,17;lit. TYP' I ®TYP. - _I I 1.2 I Refer to Civil's Drawings. IL N 1 Q. TYP. 1.7 ��// AN � I O9 TYP. 9.0 PLANTING AND LANDSCAPECli `'� 0, 1144,0 � ,' ��1�� i 1.1 Refer to Planting Series Drawings OTYP. r MISCELLANEOUS ELEMENTS CO I �, - ' TYP r 10.1 Fire Feature 1/ -OS 13000 O 3 2 - ' (-7,-) I 10.2 Wood Deck 1/L7-09 061533 10 TYP.® OTYP.I �I/ Q 'l TYP. 1.4 _ I t1 TYP. SITE MATERIAL REFERENCE NOTES CD _ `( 4�i I Chi seal Pavin,see civil drawings. - .p A4zwl 1 ®TYP, (CD Spa,see Water Design drawings. 04 ." \1 ��Tiii �.r< GEAR I I ® 3 BBQ per architectural drawings. \ - SHED _ TYP. i / - - I ll= - �� Retaining wall per architectural drawings �� O - , \J J O Existing tree to remain,do not disturb. OTV� F w � dF1�'v I w `i J Storm water retention pond,see civil drawings. 144 N �qt TYP® / I cn CD Metal Edging,see planting plan L8-01 a 0 I/ ENTRY DRIVE U �.< Y - 'ii ® Landscape drain,see civil drawings. ' "f- 4'*'' L " \ \ O Hardscpae drain,see civil drawings. 9j. i > .-.9, �\ \:, \ I O-y VP 70 Slot drain,see civil drawings. M,/ NN a�io`� '�.-4•� \ I 71 Equipment space,see architectural drawings. REAR YARD .Jk1 SETBACK \,,., 72 Existing Fence,do not disturb. ISSUE DATE: 10/16/2020 I 6 sue\ CD Proposed Utility Line,see civil drawings. REVISIONS 1 // 0\ 1 _ # DATE DESCRIPTION / WON \ 04) Proposed Storm Pipe,see civil drawings. 1 12/10/2021 ASI 01 NI �� ®® �N I I \ I STORMWATER ,Sk RETENTION P� I ��i 5 5To i DRAWN: JW REVIEWED:MA i TYP. ,3 \ I ,,, L _ _ \ Vg _ _ _ _ _ _ _ Building Permit _ _ _ _ _ _ _ Property Lit A.,iA: \/ D c PROJECT NUMBER:6183 I SITE MATERIAL o 11 PLAN -S- SHEET NUMBER CEIVED ` NORTH 0 8 16 32 I 1 AE Wi" ORIGINAL SCALE:1,16' `�_O 1 0 04/07/2022 O I © I ® I © I ill! © I 0 I ® I ©COPYRIGHT onvmoowoncno OP,INC. ASPEN o BUILDING DEPARTMENT I o I c I ® I ® I © I ® I lT I ® I OO I SITE KEYNOTES: DETAIL/ RELATED SPEC. DESIGNWORKSHOP SHEET DETAILS SECTION SNO LT TUBING PER ndscape cture• Land Planning .. .. .. '� ... a .... _ :: .. . WITH RE NFORCE ENT SEE ...,.aX .«.x:.:._ X.....,.X P.. .x . :. CAST-IN-PLACE CONCRETE O Asheville ban Design ten Tourism Planning CAST-IN-PLACE CONCRETE . 1.0 PAVEMENTS,RAMPS,CURBS WITH REINFORCEMENT CAST-IN-PLACE CONCRETE CIVIL REQ. X 1.1 Vehicular-Concrete Paving Type 1-Non Snowmelt 1/L7-01 321313 PChicago X `•X )C. X+p .JZ X -�X:- WITH REINFORCEMENT SEEenver•Dubai •`1. <( f"( .' .1, l ,f )d' ( �� WITH REINFORCEMENT SEE Houston.Lake Tahoe.Los Angeles.Shanghai CIVIL REQ. 4- 1 1�1 1�1 I I I U I l I I 1 I I �1 II I II I RIGID INSULATION BOARD. - CIVIL REQ. 12 Vehicular-Concrete Paving Type 2-Snowmelt 2/L7-01 321313 (R-10MM)SEE CIVIL REQ. COMPACTED CRUSHED 1.3 Pedestrian-Concrete Paving Type 1-Non Snowmelt 3/L7-01 321313 - - - - - - COMPACTED CRUSHED COMPACTED CRUSHED • • AGGREGATE BASE 4 •-•-s'. -- -vi,• •- - „ •-. • -0 1 3 120 East Main Street AGGREGATE BASE 11-11 SEE CIVIL REQ. 1. Stone Paving ype -Sand et 5/ 7-r1 32 44r® AGGREGATE BASE =111=III=111=III=111=III=111=III=111=III=111=III=III= Aspen,Colorado 81611 - SEE CIVIL REQ. I=I- I_ 1- I-I_ _ I-1 I= 1=11= 1= f SEE CIVIL REQ. 117111=111=111=111=111=111=111=111=111=111=111=111=111=11 1 1=1I1=1 1=1I1=1 1=1I1=1 1=1I1=1 1=1I1=1 1=1I1=1 F� .6 Stone Paving Type 2a-Mortar Set-Non Snowmelt 6/L7-01 321440 - -III-III=111=111=111=111=111=111-1111=111=1111III-1 111 EIIL-111=III=IIIIII=III=111E11=III=III=III=III=III= -III-III-III-III-III-III-III-III-III-III-III-111=11T COMPACTED SUB-GRADE (970)925-8354 111111111111111E111EHEI11=111=1I1=111=111=111=111=1I1=III- COMPACTED SUB-GRADE 111EIII1I11II=11I=1II1II=111=111=1II=1I11I1111=11111 COMPACTED SUB-GRADE -iTl=1 I I-1 I-1 I I-1 I-1 I-1 I-1 I-1 I-1 I-1 -111-1 1.7 Stone Paving Type 2b-Mortar Set-Snowmelt 7/L7-01 321440 I1111i II 11=111=11111111=11I�1=11111111=111=111 -1 1 11 1.8 Stone Paving Type 3a-Spa Copping 8/L7-01 321440 (970)920 1387 H III1III1III1III1III= II11-III-III_III-III_IIIIIIIII_III_I III -III-III-III=III=IIIII111-11HIIIIII-IIH _ 1� T _ _ _ =�-I- =I=�=111M L= • 5•ne P:vin•T.e 3•-Aut•cov- V: It "/ -01 3 44r n III -1 I-1 =1 I=1'' 111I�I11 I1 I1 I111 " 1 - I-III=1 =III=1'' "-111=1111 111111111=1111111111�' -'I-IIIIII L 1.10 ulc pa 10/L7 r 32.419.1 W W W.DESIGN WORKSHOP.C O M _ _ __= III-III=1 I- -_ I I�I11I1 I=111- ---_,I-- - 111-111- 1III h it 1 111-_III- 1.11 Crusher fine path 11/L7-01 321440 2.0 JOINTING Concrete PavingType 2-Veh. '2 Concrete PavingType 3-Ped. 13 2.1 Control Joint L7-02 321313 ConcreteType 1-Veh. O /�� ` V�y1 _ Paving yp +• O 1-1 yp 2.3 Expansion Joint Type 2 2/L7-02 321373 2.3 Expansion Joint Type 2 3/L7-02 321373 - 2.4 Sand Joint 4/L7-02 321440 SNOWMELT TUBING PER MEP. 2.5 Mortar Joint 5/L7-02 321440 CAST-IN-PLACE CONCRETE 3.0 STEPS WITH REINFORCEMENT PER • "a ..�. SEE REQ. 3.1a Concrete Step Type 1a-Non Snowmelt 6/L7-02 003300 �� u t • J< (' 3.1b Concrete Step Type 1b-Non Snowmelt 1/L7-04 003300 III ICI 1 1 i 11 1 I I IJj I I IJj 1 1111 1 1111 11{ 1 RIGID INSULATION BOARD. 3.2 Concrete Steps Type 2-Snowmelt 7/L7-02 003300 (R-10MM)SEE CIVIL REQ. COMPACTED CRUSHED 4.0 SITE WALLS/EMBANKMENTS IX Lu AGGREGATE BASE 1 1 SEE CIVIL REQ. O Refer to Architectural Drawings. O III=III-III-III-III-III-III-III-III-III-III-III-III-III III COMPACTED SUB-GRADE =11=III=111=111=111=III=111=111=111=111=111=111=111=111= 5.0 SITE FURNITURE 1III=III=III=III=III=III=III=III=III=III=1'' CO 0 'I=III=III=III=III=III=III=III=III=III ,II' Not used at this Bme. z ` I II I11 I11 I11 I11 I11 I11 I11 v 111 111 1=1 11=1 1=1 11=1 1=1 11= "1=1I III1111 1111 Concrete Paving Type 4-Ped. '•4 B.0 RAILINGS,BARRIERS,FENCING U] 0 4 6.1 Entry Fence/Gate 1/L7-05 323119 J 1"=1' 6.2 Wall Mounted Handrail 1/L7-06 055213 6.3 Garden Fence/Gate 1/L7-07 323119 r•0 _ 0 O Z STONE PAVER- SITE LIGHTING STONE PAVER COLOR:TENNESSEE GRAY/B•E Refer to Llgthing Designer's Drawings. Z II COLOR:TENNESSEE GRAY/BLUE FINISH:FLAMMEDFINISH:FLAMMEDSUPPLIER:GALLEGOS SUPPLIER:GALLEGOS 8.0• 3'-9 r x 2'-0" y" DRAINAGE LLJ a 2 4'-0"x 2'-0" Refer to Civil's Drawings. 1,o" 2,_0,�x 2,_0„ I 2'-0"TYP. 1-0..y. 2'-0"x 2'-0" CL Cr) I2,-0,�TYP. TYP. TVP.- ... Ce Q ®TYP. ®TYP 9.0 PLANTING AND LANDSCAPE - © 2 4 Refer to Planting Series Drawings TYP. M MISCELLANEOUS ELEMENTS N/ C2,-0" 'p / TYP,21-6" ( _ 10.1 Fire Feature 1/L7-08 103000 M w 10.2 Wood Deck 1/L7-09 061533 1 0 2'-0"TYP. -0 CD 2'-0"TYP. �,p TYP.'t STONE PAVER COLOR:VIRGINIA MIST - FINISH:FLAMED q SUPPLIER:BLACKHILLS GRANITES,LLC. 2'-0•TYP VARIES SEE PLAN SIZE: 2-0"TYP. _ MIN:3" 4'-0"x 2-6"TYP. N PLAN PLAN MAX:12" 4,0"x 2,0"TYP. SCALE: 1'-0" SCALE:z'-1'-0" _IA, TYP. PLAN VIEW STONE PAVING,TYP. SCALE:1"=1' 2,-0,TYP Z 5 TYP. �' 2'0'TYP �' MORTAR SETTING BED 2.4 ♦ � -- SNOWMELT SYSTEM, TYP. STONE PAVING,TYP. .i IIIIII� SEE MEP DRAWINGS ♦ I a k 2-0"TYP. k 2'-6'TYP. k� // ////////l /////�//// //////////// MORTAR SETTING BED j_ STONE PAVER ]( • X:. X :X ° CAST IN PLACE CONCRETE `. a •° -'- • CAST IN PLACE CONCRETE i i i Ji / y i 2/,/ i / //i // //i/////./ SAND SETTING BED SUB SLAB W/REINFORCING. _i111111111111111111111111111i111111111111111111111M01IID0 SUB SLAB W/REINFORCING. SEE CIVIL REQ. �11L SEE CIVIL REQ. COMPACTED CRUSHED I11-111111 111111111 I11 111111 111E111111111 111Ca1 RIGID INSULATION BOARD, • AGGREGATE BASE. COMPACTED CRUSHED -W121112III-III-I EI I=1IEII I=HEI I=1I- SEE MEP DRAWINGS ISSUE DATE: 10/16/2020 111111=1 l=1 1=III=Ill=III=11111- =1I I-III-II I-III-II IS 111EII I-III-111-11I-III-III-III-1I I1 AGGREGATE BASE. 1,T1Tf�Tf-1Tf=METE I 1=HH I1=HH I1=HH HI III=III III =III=III=III=III=III=III=III=I I_I=III=I I_I=III=I I_I=III=I I_I=1 1=11=11 SEE CIVIL REQ. =111E111E111E111�111�111=111=111=111=111=111=111=111 III SEE CIVIL REQ. 11I=111E.TI=1I1=1TI=1I1=1TI=1I1=1TI=1I1=1TI-- COMPACTED SUBGRADE REVISIONS 1'1 1 1 11 1I I-1 I I-1 I III III=I I I-I I I-I I I-I -I I I-I -I I I-I -III 1-1 1=1 1=1 1=1 I1-111-1 I1-111-1 I1-111-_111 -,I_I COMPACTED SUB-GRADE =L JE=L[ J I-J[LI=L[ JE=L[ JE=L[ JE=L[ L IIIIIIIIIIIIIIIIIIIIIIIIIII III=III III111 III=III III=III III=III III=III III=III- COMPACTED SUBGRADE =1� I=III=III=III=11L=1�=1=11' - # DATE DESCRIPTION • =111=1 11=1 11=1 11=1 11-I 11=1 11_I 11=1 11H 11=1 11="' -1Tf-1 11=1 I KI I KI 11=1 11=1T 71' 1 I,- -I I=I II III-11�111=111=111=11�111=111=111=11 IT . SECTION -I i i g111-111-111-1 u= =III;III IHI I=III 1 I111 III =III=III IIII I=IIII IIIII I=III III=1 12/10/2021 Asl01 1=III=I I JT= -IgH.P.0[.P.0[.P.0[.P.0=11 1I' SECTION 111=III-111 III-111 III-III-III=1 111=111=111=111=111=1 '' -1 I II I III c-1I1=111- Stone Paving Type 1 - Sand 15 Stone Paving Type 2a (73 Stone Paving Type 2b -Snowmelt 4 DRAWN: JW REVIEWED:MA B STONE COPING MOTAR SETTING BED o ® 12" r ®TYP. Building Permit INISHED SURFACE FINISH SURFACE(SEE PLAN) 2 (SEE PLANS) A. 2'-0"(TYP.) ♦ r A a m ',r� I%rJ% 4'MIN,S'MAX. ,4 -'"'♦ ISSEMEMEEMI • - / 4� ADJACENT SURFACE,SEE PLAN c ♦ - R _b - a PROJECT NUMBER:6183 �' Erbil • �� STRUCTURAL SHELL(SEE WATER DESIGN DWGS) - MULCH z�% 2%� o WL '4• , CUSTOM BRACKETS FOR REMOVABLE STONE 1- FILTER III-III • - CRUHSED FINES TILE BAND(REFER TO COPPING(SEE WATER DESIGN DWGS) I1-11-III 11_I I-111 III 111-I I1-I I LI I I-1I1-I I F FABRIC 11_I . E11I •UTOCOVER TRACK WATER FEATURE DWGS COVER MOTOR AND REEL II I = = = III-III I • • • 1-11I a s I I I-11-I I I-11-I I I-11-I I I-111-III-111-III-111-III-11-I CRUSHED GRAVEL BASE COURSE ct It (SEE WATER DESIGN DWGS) )ll (ll-„ - - 1 coMaACTED 1=III=III=III=III=III=111=1 1=ll� ll°L 11 1 1-• =ID SPA FINISH(REFER TO �� AUTOCOVER VAULT(SEE WATER DESIGN DWGS) 1111 III-III II I I=I I I=I I=11 F1I=11 F1I=11 F1I=11 F1 - COMPACTED III-III-IIIdT-IT TI-I I�III-III-IT1- COMPACTED SUBGRADE WATER FEATURE DWGS) - -1TI=1 L-1E1�1� = = = = = = = = 1 SUB-GRADE 1T_I=11I9111I I1I I=1I F_I I111=111 '111=111 SITE DETAILS N :(REFS TO WASHELLR 7gfaia. ! III-I I I-III-I I I-III-I I I=III=III=11r 111_,--T1111EliiT-u��=ID-1 -(REFER TO WATER SPA SHELL a a SPA SHELL(SEE WATER DESIGN DWGS) '1111E111E111-1I-I I FII-I I1=1I=11' I1= - 1--,,11 1 111IIIii11,E 111=1T1IDESIGN DWGS) (REFER TO WATER FEATURE DWGS) d- a �_ VAULT DRAIN OUTLET '=1 1111 111I1 _I=1I F�j11-I Fl l l II'- a4 ■ (SEE CIVIL DWGS) -"1�-ilY' r r SHEET NUMBER Stone Pavin• T ••e 3 - S•a Co• ••in• 'B Stone Paving Type 3 - Autocover Vault '•9 Mulch Path 4 Crusher Fine Path E g 9 ,«_,, 10 ,,,_._6. 11 =._6„ L7-01 1ECEIVE® 04/07/2022 Eg ® I © I ® I ® I © I © I ® I © I ® I OcovvRIGHToss,uuooRKSHon,INC ASPEN o BUILDING DEPARTMENT I 0 I 0 I ® I ® I © I ® I 0 I ® I OO I SAW CUT JOINT SITE KEYNOTES: DETAIL/ RELATED SPEC. DESIGNWORKSHOP SHEET DETAILS SECTION Pla a. 1.0 PAVEMENTS,RAMPS,CURBS Landscape Design Architecture Tourism• LandlPlanning Urban . Plannin 1.1 Vehicular-Concrete Paving Type 1-Non Snowmelt 1/L7-01 321313 Asheville.Aspen.Austin.Chicago.Denver.Dubai 1.2 Vehicular-Concrete Paving Type 2-Snowmelt 2/L7-01 321313 Houston.Lake Tahoe.Los Angeles.Shanghai a! 1.3 Pedestrian-Concrete Paving Type 1-Non Snowmelt 3/L7-01 321313 a o u 1.4 Pedestrian-Concrete Paving Type 2-Snowmelt 4/L7-01 321313 120 East Main Street 'd d A 3ia0 1.5 Stone Paving Type 1-Sand Set 5/L7-01 321440 Aspen,Colorado 81611 d d •. 1.6 Stone Paving Type 2a-Mortar Set-Non Snowmelt 6/L7-01 321440 d 1.7 Stone Paving Type 2b-Mortar Set-Snowmelt 7/L7-01 321440 (970)925-8354 a 1.8 Stone Paving Type 3a-Spa Copping 8/L7-01 321440 (970)920-1387 • - • a • 1.9 Stone Paving Type 3b-Autocover Vault 9/L7-01 321440 d. a • 1.10 Mulch path 10/L7-01 329419.13 W W WD ES G N W ORKSHOP.COM d. q a. 1.11 Crusher fine path 11/L7-01 321440 2.0 JOINTING 2.1 Control Joint 1/L7-02 321313 2.2 Expansion Joint Type 1 2/L7-02 321373 - CONCRETE SLAB 2.3 Expansion Joint Type 2 3/L7-02 321373 - 2.4 San•Joir 4/L7-02 3144r 2.1 2.5 Mortar Joint 5/ 7-r2 321"0 Control Joint O pINU 3.0 STE• 3.1a Concrete Step Type 1a-Non Snowmelt 6/L7-02 003300 3.1b Concrete Step Type 1b-Non Snowmelt 1/L7-04 003300 INU ADJACENT SURFACE 1/2" CAULK SEALANT 3.2 Concrete Steps Type 2-Snowmelt 7/L7-02 003300 BACKER ROD REF.PLAN 0SITE WALLS/EMBANKMENTS PREFORMED JOINT MATERIALMI CONCRETE SLAB VARIES,SEE PLAN VARIES,SEE PLAN Refer to Architectural Drawings. © 3'-0"MIN. �12"MIN.,36"MAX. 5.0 SITE FURNITURE U 0 r o' v FINISH SURFACE SEE PLAN • 2%PITCH Not used at this 8me. TYP. N U • `R ° w. ° . ° �� B.0 RAILINGS,BARRIERS,FENCING Ld- D D ad ° a 6.1 Entry Fence/Gate 1/L7-05 323119 W O a - - ° as . d u 6.3 Wall Mounted Handrail 1/L7-07 323113 0 Q O Z 6.3 Garden Fence/Gate 1/L7-07 323119 -III III II- ° 7.0 SITE LIGHTING II III 11 Y.3 11 1 . .. . Z 1 111 I IE El 1 I 1 • , .•° e ° • a '^ FINISH SURFACE,SEE PLAN Refer to Llgthing Designer's Drawings. 1 ° • -' 1 _ CAST-IN-PLACE CONCRETE STAIRS W -II-III °. - d W/REINFORCING SEE STRUCTURAL DRAWINGS. d 13A DRAINAGE a Expansion Joint Type 1 Z.2 -ITIi III=1TI=1TI= RefartoGivirsDrawin9a. N 2 310HHIffiiHKI =1 11 1 1I 1 11 1 11 1 11 1 1 CAST IN PLACE CONCRETE FOOTING IXQ 1/2" if = = I1 I1 II1 I1 III III I1 a • W/REINFORCING SEE STRUCTURAL 9.0 PLANTING AND LANDSCAPE in - 11 II III 11 111 =II II-II °d DRAWINGS. CAULK SEALANT _ - Refer to Planting Series Drawings © ADJACENT SURFACE I= 11 1 =I 1 1 1-III U UaR COMPACTED CRUSHED AGGREGATE CO ADJACENT BACKER ROD PREFORMED JOINT MATERIAL 1=111= BASE SEE STRUCTURAL DRAWINGS. 0 MISCELLANEOUS ELEMENTS W 1=1111=1=i 11 ° -- 10.1 Fire Feature 1/L7-08 103000 ` D . .. ,o - III=IHHHIH • COMPACTED SUB-GRADE 10.2 Wood Deck 1/L7-09 061533 � o o • IIIIIII r l � � � co A : . _ #4 x 2-0'SLIP DOWEL WITH CONCRETE 6 Concrete Step Type la- Non Snowmelt EXPANSION TUBE,20"O.C. SLAB CENTER IN CONCRETE 3 1 Expansion Joint Type 2 0 3,1,0" z"MAX. SAND SWEEP JOINT - VARIES,SEE PLAN VARIES,SEE PLAN - ////y/ NATURAL EDGES ISSUE DATE: 10I16/2020 3'-0"MIN. 12"MIN.,36"MAX. /// FINISH SURFACE SEE PLAN REVISIONS / STONE PAVER 2%PITCH $F DATE DESCRIPTION / TYP. 1 12/10/2021 ASI 01 COMPACTED SAND SETTING BED % 'I a • RIGID INSULATION BOARD 11 I I 1 1 1 p,3 I I V 1 1 • d . �4firi,, °d SEE MECHANICAL DRAWINGS. 1 1 1 I 1 1 11 • • • • : °• ° FINISH SURFACE,SEE PLAN - ® Sand Joint 2'4 - -III- •a_ �� p, ° _' CAST-IN-PLACE CONCRETE STAIRS _ -III 1 1-1 • ° - 4_ .*It;t►�!/ W/REINFORCING SEE STRUCTURAL DRAWINGS. =111_ d I-III ? � .. z d a • DRAWN: JW REVIEWED:MA III- =IIIIII=III _:Alf 44 j � CAST IN PLACE CONCRETE FOOTING L J1 -�IIII I • '- • I W/REINFORCING SEE STRUCTURAL POINTING MORTAR. - - - - - - - - -III' •°• a -1l4"MIN. NATURAL EDGE DRAWINGS. ,"MAX. 11-1 11-1 I I-III-III-1 1 - 11-1 I El 11 I 11-1 I I- STONE PAVER 1= I =III= f�5�'* III COMPACTED CRUSHED AGGREGATE Building Permit HiEW 1 J� �- -�'�' = BASE SEE STRUCTURAL DRAWINGS. II1=11I=1111W 111 I1 1 - 1I1=1 1 1 1I 1 1 11 1I= COMPACTED SUB-GRADE 11-111 I I l=I11-111-111 s -I -1 1 PROJECT NUMBER:6183 g ct SITE DETAILS Concrete Step Type 2- Snowmelt 0 Mortar Joint 0 W3„=1,-0• SHEET NUMBER §. L7-02 :: ECEIVED ag ,,, 04/07/2022 ® I © I ® I ® I © I ® I 0 I © I ® I OcovvRivoenrsiuuovncsHOR,INC ASPEN o BUILDING DEPARTMENT 1 0 I © I 03 I ® I ® I ® I o7 I ® I Oe SITE KEYNOTES: DETAIL! RELATED SPEC. DESIGNWORKSHOP SHEET DETAILS SECTION Landscape Architecture• Land Planning 1.0 PAVEMENTS,RAMPS,CURBS Urban Design. Tourism Planning / g_21" g�_2" / CP - RESIDENCE STRUCTURE Asheville.Aspen.Austin.Chicago.Denver.Dubai 2 1.1 Vehicular-Concrete Paving Type 1-Non Snowmelt 1/L7-01 321313 s 8,1iHouston.Lake Tahoe.Los Angeles.Shanghai 3 1.2 Vehicular-Concrete Paving Type 2-Snowmelt 2/L7-019 YP 321313 "TYP. /- -i 8'-84"TYP. 1.3 Pedestrian-Concrete Paving T e 1-Non Snowmelt 3/L7-01 321313 PRESSURE TREATED(2)2x8 DFL No.2 1.4 Pedestrian-Concrete Paving Type 2-Snowmelt 4/L7-01 321313 120 East Main Street . _,, , 's" / "//// /////"' ////// /' /' ///// 1.5 Stone PavingType1-Sand Set 5/L7-01 321440 Aspen,Colorado 81611 �jj , ,, j3 J ) 4 OC 1.6 Stone Paving Type 2a-Mortar Set-Non Snowmelt 6/L7-01 321440 p(970)925-8354 ; i PRESSURE TREATED 2x8 DFL No.2(516"OC. 1.7 Stone Paving Type 2b-Mortar Set-Snowmelt 7/L7-01 321440 (970)920-1387 TIGHTER SPACING IS ACCEPTABLE. 1.8 Stone PavingType 3a-Spa Copping 8/L7-01 321440 • 0: V HIGHER GRADE LUMBER IS ACCEPTABLE. 1.9 Stone Paving Type 3b-Autocover Vault 9/L7-01 321440 1.10 Mulch path 10/L7-01 329419.13 W W W.D ES I G N W ORKSHOP.COM b 1.11 Crusher fine path 11/L7-01 321440 ,, / .- V 1,,,,,,,,, ,,,,, „ ,),7 2.0 JOINTING 2.1 Control Joint 1/L7-02 321313 - �( (I (( fi �� 4"OC 2.2 Expansion Joint Type 1 2/L7-02 321373 LIB J� JJ 2.3 Expansion Joint Type 2 3/L7-02 321373 i SIMPSON LUS28 W/ZMAX COATING W/(6)10d NAILS INTO BEAM AND 2.4 Sand Joint 4/L7-02 321440 ATTACH BEAM W/SIMPSONINU 5/ / 2.5 Mortar Joint 5/L7-02 321440 (3)10d NAILS INTO JOIST. LUS28-2 W/ZMAX COATING 3.0 STEPS • i W/(6)16d NAILS INTO FACE AND i L (4)16d NAILS INTO JOIST,TYP • % 3.1a Concrete Step Type 1a-Non Snowmelt 6/L7-02 003300 V3.lb Concrete Step Type lb-Non Snowmelt 1/L7-04 003300 PRESSURE TREATED(2)2x8 DFL No.2 ; 3.2 Concrete Steps Type 2-Snowmelt 7/L7-02 003300 //// ///////// /////,////� ///////////,/// // „„,„„„ifPRESSURE TREATED(2)2x8 DFL No.2. 4.0 SITE WALLS/EMBANKMENTS PRESSURE TREATED WOOD FRAMING • HIGHER GRADE LUMBER IS ACCEPTABLEINU FOR DECK ATTACHMENT,TYP ,.////„/////,,.//./ /////„/////„/////„//////////./ „��,,,,��,,,/,�., ��,,, �� 1,,,,,�/,,,,, /.� Refer to Architectural Drawings. ® 7 I- V o PLAN-JOISTING PRESSURE TREATED 6x6 DFL No.2 WOOD POST. 5.0 SITE FURNITURE HIGHER GRADE LUMBER IS ACCEPTABLE. / Not used at this time. Lj B.0 N RAILINGS,BARRIERS,FENCING L <0 6.1 Entry Fence/Gate 1/L7-OS 323119 W O 6.2 Wall Mounted Handrail 1/L7-56 055213 z 6.3 Garden Fence/Gate 1/L7-07 323119 _ a O 7.0 SITE LIGHTING p Ittttttttttt� Refer to Llgthing Designers Drawings. 0 W Z re 8A DRAINAGE a 2 Refer to Civil's Drawings. - 2x6 WOOD DECKING TYP. CL 9.0 PLANTING AND LANDSCAPE ® , 18._z" RESIDENCE STRUCTURE Refer to Planting Series Drawings 52"TYP. 10.2 Wood Deck 1/L7-09 0: ”:A CD m O PLAN-DECKING / // ISSUE DATE: 10/16/2020 REVISIONS / # DATE DESCRIPTION 1 12/10/2021 ASI01 s RESIDENCE STRUCTURE -, © +55 + 2x6 DECKING TYP. 1 � � // � /j/ j � �//% j/ � PRESSURE TREATED(2)2x8 DFL No.2 LEDGER,ATTACH BACK TO CONC W/l/2" -4' 4)TIMBERLOK TLOKO6 SCREWS,TYP DIAMETER x 5"SIMPSON SS TITEN HD 51 PRESSURE TREATED 6x6 DFL No.2 WOOD POST \ SCREW ANCHORS)612"0C,STAGGERED DRAWN: JW REVIEWED:MA SIMPSON ABW66Z POST BASE I 2% 1+ PRESSURE TREATED 2x8 DFL No.2 FASCIA n z 31+1 1 5 FINISHED SURFACE 526 G -� _ _ _ _ _ i 1 III III III II I 1I 3+. 17 111E111E111EII1=111=11I-IIIil 11 111-11 111-11 111-111-1I1-111-11I- I I 111_ '' _I I1_111-111E111111E111 11I 11I 11111 111 11I 111 11I 111 111E111 11I 111 111 -I 11 1 111=111 111=111 111=III 111=11 I 1 [III-III 111E11 111 111 111=III 111E111-]--� UNDISTURBED SUBGRADE Building Permit Y - 11 11I� - k1I1 1II-III II1=1II 1I1=11I 1I1=111 11 1 111111E11111I 111111E111111E111111 - -11 I1 11=111I 11=111I 111 1111=111-111 1=1 1111=111111E111I 11=111111=111=11 :III III�.� � FIII III-III IIIIII III1II III-III1 : III-III_I II-II I_I II1II III1II III-II I- 1 II - - III11I 111-111 111111 111111= :: I11 I 11 111 I1I I1I 1I 111=1I1=1 11H I-111E111-I I H I I 111 III I I �1 1 1 1 1 1 PROJECT NUMBER:6183 1 4IIII- II - - - 1171 I 111111E111E111=111-1 11-111E11 HI 11 11 I I 1=1 11,;1111 1-111E111-111-1 11=1 1 1 1 1 1 REINF W/(3)64 VERT W/STD 90-DEGREE HOOK AT BASE 3 11=11 1 1111I11111I111=1I1 v SECTION SITE DETAILS 2 ® w / ` Wood Deck SHEET NUMBER §.E. IVED � 04/07/2022 I © I I ® I ® I ® I ® I © I ® OcocvaivHTorS:0NwonKSHov,INC ASPEN o BUILDING DEPARTMENT 01 1 0 I 0 I O I 0 I ® I 0 I ® I OO DESIGNWORKSHOP TEST KITS: CLEANING EQUIPMENT RESIDENTIAL SPA ELECTRICAL ITEMS: Landscape Architecture• Land Planning RESIDENTIAL GENERAL NOTES: Urban Design• Tourism Planning (THE FOLLOWING ITEMS SHALL BE PROVIDED,HOWEVER THE ELECTRICAL Asheville•Aspen•Austin•Chicago•Denver•Dubai PROVIDE ONE(1)-TEST KIT THAT SHALL INCLUDE TESTING CAPABILITIES FOR: ONE(1)-VACUUM HEAD CONTRACTOR'S RESPONSIBILITIES ARE NOT LIMITED TO THESE ITEMS.) 1. "POOL"MEANS ANY SWIMMING POOL SPA POOL,ETC.INCLUDED IN THIS Houston•Lake Tahoe•Los Angeles•Shanghai UNSTABILIZED FREE CHLORINE,FREE RESIDUAL CHLORINE,TOTAL CHLORINE, PROJECT. BROMINE,IODINE,pH,ACID AND BASE DEMAND,TOTAL ALKALINITY AND ONE(1)-VACUUM HOSE(LENGTH AS NECESSARY) 1. POOL CONTRACTOR SHALL BE RESPONSIBLE FOR GROUNDING AND BONDING OF ALL EQUIPMENT,LIGHTS, 2. ALL POOLS INCLUDED ON THIS PLAN SHALL BE BUILT BY A LICENSED POOL 120 East Main Street CYANURIC ACID. AND METAL ITEMS IN OR NEAR THE SPA,INCLUDING:LIGHTS,NICHES,RAILINGS,REINFORCING STEEL CONTRACTOR IN THE STATE WHERE THE POOLS ARE BEING BUILT. Aspen,Colorado 81611 MANUFACTURER:TAYLOR(OR APPROVED EQUAL) ONE(1)- HANDLE EXTENSION SECTION 8's12' ETC.WITH A#8 BARE GROUND WIRE.ALL GROUNDING SHALL BE IN ACCORDANCE WITH THE 2020 3. THE POOL CONTRACTOR IS RESPONSIBLE FOR EDUCATING THE OWNER(S)AS TO 0 NATIONAL ELECTRIC CODE(NEC)ARTICLE 680,OR CURRENT ADOPTED ELECTRICAL CODE.COMPONENTS THEIR RESPONSIBILITIES FOR THESE PLANS. (970)925-8354 PROVIDE ONE(1)-TEST KIT FOR TOTAL DISSOLVED SOLIDS. ONE(1)-LEAF SKIMMER SHALL BE IN COMPLIANCE WITH UL 1241,JUNCTION BOXES FOR SWIMMING POOL FIXTURES. 4. ALL PLAN DIMENSIONS ARE POOL WALL TO POOL WALL.(UNLESS OTHERWISE (970)920-1387 2. PROVIDE BONDING AND GROUNDING OF SPA TO EQUIPOTENTIAL BONDING GRID IN DECK,MOTORS AND NOTED) ONE(1)-WALL BRUSH OTHER EQUIPMENT IN THE EQUIPMENT ROOM (INCLUDING G.F.I.PROTECTION PER THE 2020 NEC- 5. ALL POOLS SHALL COMPLY WITH THE ANSI/NSPI STANDARDS FOR RESIDENTIAL W W W.D E S I G N W O R K S H O P.C O M ARTICLE 680,OR CURRENT ADOPTED ELECTRICAL CODE). POOLS AND THE MOST CURRENT VERSION OF THE ISPSC. 3. NO OUTLETS WITHIN 6 FT.OF SPA.ALL OUTLETS 6 FT.TO 20 FT. FROM SPA TO BE G.F.I.PROTECTED. 6. ALL CORNERS PROTRUDING INTO POOLS OR SPAS SHALL BE A 2 INCH RADIUS Water G.F.I. PROTECTION MUST BE PROVIDED IN ACCORDANCE WITH THE 2017 NEC,OR CURRENT ADOPTED OR LARGER. ELECTRICAL CODE.,AND IN COMPLIANCE WITH LOCAL CODES FOR ALL LIGHTING CIRCUITS,MOTORS, 7. POOL FLOOR SHALL NOT EXCEED A 1'-0"DROP IN ELEVATION FOR EACH 7'-0" Design OUTLETS,&ELECTRICAL CIRCUITS IN THE POOL AREA. IN HORIZONTAL DISTANCE IN WATER DEPTHS LESS THAN 5 FEET AND MAXIMUM Inc. 4. SEE LIGHTING AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 1'-0"DROP IN ELEVATION FOR EACH 3'-0"IN HORIZONTAL DISTANCE IN WATER DEPTHS GREATER THAN 5 FEET. 6740 South 1300 East.Suite 110 8. ENGINEERING CONSULTANTS,ARCHITECT,AND POOL CONTRACTOR SHALL NOT BE - Sall Lake City,Utah 84121 HELD LIABLE, NOR RESPONSIBLE,FOR ANY LIFE SAFETY ISSUES REGARDING THE OPERATION OF THE POOL AND POOL FACILITIES. Phone,801.26.4009 NOTE:LOCATION IS APPROXMATE- r 8'-'9" 9. PRIOR TO INSTALLATION OF THE POOL,A PLOT PLAN SHALL BE SUBMITTED TO _ THE BUILDING INSPECTION DEPARTMENT FOR APPROVAL. THE FOLLOWING FINAL LOCATION TO BE __ __ INFORMATION APPEARS ON THE POOL PLOT PLAN: COORDINATED WIT I LANDSCAPE / ____ 1 A. THE DISTANCE FROM THE EDGE OF THE WATER TO ALL FOOTINGS, ARCHRECT MD CML / PROPERTY LINES,AND TOP AND TOES OF SLOPES. B. THE LOCATION OF EXISTING OR PROPOSED FENCING,COMPLYING WITH / / / FENCE ORDINANCES IF AUTOMATIC COVER IS NOT PROVIDED. INU T.O. EQUIPMENT / / zr, / 10. IN THE POOL PLANS WATER DEPTH IS INDICATED BETWEEN ARROWHEADS(E.G. © -$ VAULT ACCESS / <3-Q">)' W L 1 I __ T.O. EQUIPMENT / / ITEMS PROVIDED BY GENERAL CONTRACTOR: OW O VAULT FLOOR r _ _ (THE FOLLOWING ITEMS SHALL BE PROVIDED,HOWEVER THE GENERAL ±ELEV. 93'-10" .-_ CONTRACTOR'S RESPONSIBILITIES ARE NOT LIMITED TO THESE ITEMS.) Z a / �_,_`_ (NIPC) A/ I -- 1. NIPC=NOT IN POOL CONTRACTOR'S CONTRACT. _ LOL / -_ 2. ALL SITE PREPARATION BY GENERAL CONTRACTOR. 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF CABLES,CONDUITS,PIPES, LOCATION OF CIRCULATION SEWERS AND OTHER UNDERGROUND UTILITIES AND SHALL TAKE PROPER EOUIPMENT N SUBTERRANEAN / -_, PRECAUTIONS TO AVOID DAMAGE TO SUCH UTILITIES. IN THE EVENT OF A 1 __ O 7 VAULT.SEE SHEET SP400. / --- CONFLICT OR DISCREPANCIES,THE CONTRACTOR SHALL PROMPTLY NOTIFY THE U OWNER AND REQUEST FOR NECESSARY RELOCATION. FAILURE TO FOLLOW THIS I --._ PROCEDURE PLACES UPON THE CONTRACTOR THE RESPONSIBILITY OF MAKING / `-._ REPAIR OR REPLACE SUCH DAMAGE AT HIS OWN EXPENSE. W (0 ZW Z / 4. AN ASTM F1346 AUTOMATIC SAFETY COVER,PER ISPSCA IS SPECIFIED FOR THE / POOL AND SPA.THE 2017 ISPSC ALLOWS FOR AN EXCEPTION TO THE FENCE REQUIREMENT IF THE POOL AND SPA UTILIZE AN ASTM F1346 LISTED SAFETY LLJ a 2 0, COVER.,SEE SHEETS SP200. IF THE LISTED SAFETY COVER(S)IS NOT CL (n / PROVIDED THEN A FENCE OR OTHER BARRIER IS REQUIRED AND MUST PROVIDE/ COMPLETE PERIMETER SECURITY OF THE FACILITY,AND BE AT LEAST FOURCe 'CC / FEET IN HEIGHT.OPENINGS THROUGH THE FENCE OR BARRIER MAY NOT / PERMIT A SPHERE GREATER THAN 4 INCHES TO PASS THROUGH IT AT ANY / LOCATION.A FENCE OR BARRIER THAT HAS AN ENTRANCE TO THE FACILITY / MUST BE EQUIPPED WITH SELF-CLOSING AND SELF-LOCKING MECHANISMS, / SELF-LATCHING MECHANISMS MUST BE PROVIDED WITH HARDWARE FOR / LOCKING THE GATE WHEN THE FACILITY IS NOT IN USE.POOL FENCE OR BARRIER SHALL ALSO MEET REQUIREMENTS OF LOCAL CODES WHERE THE POOL / IS BEING BUILT.THE FENCE OR BARRIER MUST BE BUILT AND INSTALLED PER Op / THE BUILDING DEPARTMENT REQUIREMENTS PRIOR TO FILLING THE POOL WITH - / WATER. ALSO SEE REQUIREMENTS OF INTERNATIONAL BUILDING CODE. - / 5. GENERAL CONTRACTOR TO PROVIDE NECESSARY ELECTRICAL AND MECHANICAL CIO WORK IN POOL AREAS AND EQUIPMENT ROOM INCLUDING:AREA LIGHTING, / RESIDENCE VENTILATION, DRAINAGE, ETC.ACCORDING TO LOCAL CODES(NIPC).ALSO SEE CIVIL, MEP,AND LIGHTING DRAWINGS, I 6. GENERAL CONTRACTOR TO PROVIDE EQUIPOTENTIAL BONDING GRID FOR POOL I DECKING PER THE 2020 NEC ARTICLE 680 OR CURRENT ADOPTED ELECTRICAL AS ' / CODE,SEE ELECTRICAL NOTES. NOTE: / 7. ALL SURFACE WATER SHALL DRAIN AWAY FROM THE POOL.SEE CIVIL AND SLOPE SPA DECK 2% MIN TO AWAY LANDSCAPE ARCHITECTURAL DRAWINGS. e ` FROM SPA. REFER TO CIVIL DRAWINGS. / 8. SURFACE TREATMENT OF WET DECK AREAS SHALL BE IMPERVIOUS AND SLIP �` RESISTANT AS SPECIFIED BY POOL LANDSCAPE ARCHITECT DRAWINGS. = - 0 1 9. POOL DECK AND DECK DRAINS ARE TO BE PROVIDED BY DECK CONTRACTOR i {` -39476 E It ` PER ANSI STANDARD FOR RESIDENTIAL POOLS AND LOCAL CODE REQUIREMENTS. t.l�.lh : DECK/COPING SHALL SLOPE 1/8"PER FOOT AWAY FROM POOL AT A MINIMUM. - NOTE: I -- SEE CIVIL AND LANDSCAPE ARCHITECT DRAWINGS. ELEVATIONS AND DIMENSIONS SHOWN ARE 1 10. GENERAL CONTRACTOR IS RESPONSIBLE FOR FILLING THE POOL WITH POTABLE •,,,`ONAL ` RELATIVE TO THE RESPECTIVE BODY OF 11. ALL WATER.EVACUATIONMUST BE TO AN APPROVED PLUMBING FIXTURE AND IN WATER. VERIFY EXACT ELEVATIONS WITH CIVIL / f'- _ ACCORDANCE WITH LOCAL PLUMBING CODES.SEE CIVIL AND MEP DRAWINGS. DRAWINGS AND DECK LAYOUT WITH / t ISSUE DATE: 12/10/2021 LANDSCAPE ARCHITECTURAL DRAWINGS. STAKE / _- LOCATION OF SPA FOR REVIEW AND -_` REVISIONS APPROVAL BY LANDSCAPE ARCHITECT. It -_ - # DATE DESCRIPTION / ITEMS PROVIDED BY / iiiii8 iiiiii iiiiiii MECHANICAL/PLUMBING CONTRACTOR. T.O. SPA DECK (THE FOLLOWING ITEMS SHALL BE PROVIDED,HOWEVER THE MECHANICAL ELEV. 100'-O" -__ CONTRACTOR'S RESPONSIBILITIES ARE NOT LIMITED TO THESE ITEMS.)SEE ALSO MEP iiiillibDRAWINGS. (DATUM) (NIPC) I 1. BUILDINGS CONTAINING EQUIPMENT ROOMS,NATATORIUMS,BATHHOUSES, / DRESSING ROOMS,SHOWER ROOMS AND TOILET SPACES MUST BE VENTILATED IN ACCORDANCE WITH AMERICAN SOCIETY OF HEATING,REFRIGERATING AND SPA SUPPORT (BELOW) L.L a�11k AIR-CONDITIONING ENGINEERS STANDARD 62.1-2004.(MAXIMUM AMBIENT AIR a!, TEMPERATURE OF THE EQUIPMENT ROOM IS 104'F DRAWN: JW REVIEWED:MA BY OTHERS. SEE ��1��:: ``` tttilllllrn,f 2 PROVSPECIFICATOUIREDNS COONNE IONSCODE FOR HEAT EXCHANGERS PER MANUFACTURES STRUCTURAL DWGS. 1��:��`, 3. PROVIDE FLOOR DRAINS AND SEWER CONNECTIONS AS REQUIRED BY LOCALjEN' i. 4 CODES AND AS SHOWN ON DRAWINGS(I.E.IN BOTTOM OF BACKWASH SUMP, Co S� /jilt OTHER PITS). SIZE SEWER LINE TO HANDLE FILTER BACKWASH RATES AS / i ` SHOWN ON PLANS.SEE CIVIL DRAWINGS. / • =- 4. PROVIDE A POTABLE WATER LINE WITH SHUT-OFF VALVES TO LOCATIONS SHOWN Building Permit fit <3'-3"> gilr / •ed ��`A,q.._ ON DRAWINGS.SEE MECHANICAL/PLUMBING DRAWINGS. _ �' 5. PROVIDE HOSE BIBS IN SPA AREA TO ALLOW FOR A COMPLETE WASH DOWN OF / �!� THE SPA DECK.SEE MEP DRAWINGS. EC'. / AL T.O. SPA COPING - , - _ �• I PROJECT NUMBER:6183 ELEV. 100'-0" -._ '`l / SP500 WORK SHALL CONFORM TO LOCAL CODES, 2017 INTERNATIONAL SPA WATER LEVEL oiL SWIFEDERALMVIR NIA GRAEME BAKERMING POOL AND SPA SPADE ACT, ELEV. 99'-5° SPSC), OVERALL SPA PLAN 0 10'_2" 2020 NEC 680 AND/OR CURRENT ADOPTED CODES. AND NOTES SPA.SEE SHEET SP200. SHEET NUMBER OVERALL SPA PLAN di SCALE'1/4•-l'-0" S P 1 00 RECEIVED NORTH 04/07/2022 I ® I 0 I 0 I ® I 0 I 0 I 0 I 0 I Os OCOPYRIGHTOESIGNWORKSHOP.INC.ASPEN BUILDING DEPARTMENT I 0 I 0 I 0 I 0 I 0 I 0 I 0 I 0 I 0 / _ ` DESIGNWORKSHOP NOTE: _ Landscape Architecture• Land Planning POOL CONTRACTOR SHALL PROVIDE THE /1 SPA DATA: SPA EQUIPMENT SCHEDULE Urban Design• Tourism Planning EQUIPOTENTIAL GRID SYSTEM. CONNECTIONS DROPPED BOND BEAM Asheville•Aspen•Austin.Chicago•Denver•Dubai AT THE SPA AND EXTEND BONDING WIRE BELOW WALK ON LIDlif NOTE: SPA SIZE: 6'-2" X 10.-2" Houston Tahoe.Los Angeles.Shanghai SPA MUST BE IN COMPLETE SITE OF MARK DESCRIPTION 4UP� ➢ETBL REQUIREMENT BACK TO THE EQUIPMENT ROOM FOR (SHOWN FOR CLARITY) 120 East Main Street CONNECTION BY THE ELECTRICAL COVER SWITCH PER MANUFACTURER'S DEPTH: 3'-3° UNDERWATER SPA © PENTAIR GLOBRRE Aspen,Colorado 81611 O CONTRACTOR PER NEC SECTION 680. / �REQUIREMENTS. FINAL LOCATION TO LED USER 1 SP600 WHITE2 LED VOLTGHT (970)925-8354 O SPA SHAPE: RECTANGLE ELECTRICAL TO J-BOX. BE VERIFIED IN FIELD BY ARCHITECT/ (970)920-1387 NOTE: j SEED IN SCHEDULE. LANDSCAPE ARCHITECT. REMARKS 15 WATT LED LIGHTS(190 WATT INCANDESCENT EQUNALENT).PROVIDE TRANSFORMER FOR BONDING REQUIREMENTS CONSTRUCTION TYPE: SHOTCRETE AS REQUIRED.PROVIDE SUFFICIENT LENGTH OF CORD TO J-BOX/TRANSFORMER.PROVIDE WITH W W W.D E S I G N W O R K S H O P.C O M I PVC NICHE FOR SHOTCRETE CONSTRUCTION.SEE ELECTRICAL NOTES SHEET SP100.LED LIGHT SEE ELECTRICAL NOTES SHEET �_ AND NICHE SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS. ``. . - SPA AREA: 62.7 SQUARE FEET Water SP100, BONDING DETAIL AND L G �� THE 2020 N.E.C. ARTICLE 680 COPING OVERHANG ��1�� `�� irif _ _____ SPA PERIMETER: 32.7 FEET ou1LE FRAME Design OR CURRENT ADOPTED CODE. = 1" (TYP) �J� p�1n1�1�` ..4. O e = �D GRATES SEE RUNG SCHEDULE SP300 Inc. t-/ �20"_al S) -.M SPA VOLUME: 976 GALLONS 6740 South 1300 East.Suite 110 `EN S� I i 44400.44/ Salt Lake City,Utah 84121 SPA SIDE REMOTE IN COPING • " `4 All DESIGN FLOW: 42 GPM eLroROTHEIapY SEE FITTING SCHEDULE SP300Phone 801.26.4009 (COORDINATE LOCATION WITH / <3'-3"> ©NOTE: OWNER IF DESIRED) / ` a'I MAX. FLOW: 56 GPM PROVIDE ASTM SAFETY / HARD COVER SEE / •D�41� TURNOVER AT MIN. FLOW: 17 MINUTES U.W.uGNT AS © PER N.E.C. SCHEDULE SPA SUPPORT STRUCTURE ' O JUNCTON BOX RED'D SHOO ARTICLE 680INU (BELOW). SEE STRUCTURAL '••e / TURNOVER AT MAX FLOW: 23 MINUTES 0REMARKS: NOT SHOWN ON PUN.JUNCTION BOX(ES)PROVIDED AND INSTALLED PER NEC 680 BY NOTE: DRAWINGS. ELECTRICAL CONTRACTOR PER THE REQUIREMENTS OF THE NEC ARTICLE 680 OR CURRENTINU © ,j 0 ADOPTED ELECTRICAL CODE.LOCATION OF J-BOXES AND UGHT SWITCHES PER UGHRNG AND FOR SPA DIMENSIONS, SEE ELECTRICAL DRAWINGS.SEE ELECTRICAL NOTES SHEET SP100.RIVAL LOCATION TO BE APPROVED PLAN BELOW. SPA BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. DIMENSIONS ARE FROM SPAINU WALL TO SPA WALL U.O.N. SPA LAYOUT ON SITE: QO NON-SUP DIMENSIONS SHOWN ARE FOR DESIGN INTENT.POOL CONTRACTOR SHALL HAVE SPA 2 SPA COPING PERIMETER SP500 SP600 STONE PAVER LAID OUT ON SITE BY A PROFESSIONAL SURVEYOR PRIOR TO EXCAVATION.POOL O SPA (SEE LA DWGS) SPA PLAN Ai CONTRACTOR IS RESPONSIBLE FOR SPA SPECIFIC SURVEY WORK.AN ELECTRONIC I 1 FILE OF THE SPA BASE SHALL BE PROVIDED TO THE CONTRACTOR FOR SURVEYOR'S REMARKS: COPING SHALL PROVIDE HAND HOLD AROUND PERIMETER OF SPA.SEE LANDSCAPEZ N v SCALE 1/4°=P-0' USE.SEE CIVIL AND LANDSCAPE ARCHITECT DRAWINGS FOR REFERENCE POINTS AND ARCHITECT DRAWINGS.SUBMIT SAMPLES TO LANDSCAPE ARCHITECT FOR APPROVAL L,f� - CIVIL AND LANDSCAPE ARCHITECT DRAWINGS FOR ADDITIONAL SITE INFORMATION. - O NORTH CONTRACTOR SHALL OBTAIN LANDSCAPE ARCHITECT APPROVAL OF SPA LOCATION PRIOR TO EXCAVATION. J SPA WATERUNE ARWND SPA QO FROSTPROOF TILEQ O z / O TILE PERIMETER SP500 SP600 (SEE LA DWGS) / RUMS. TILE FINISH SHALL BE WATERPROOF AND FREE FROM DEFECTS.SUBMIT TILE AND W /Riot Ili SPA STRUCTURAL VAULT WATERPROOFING COLOR SAMPLES TO LANDSCAPE ARCHITECT FOR SELECTION. Z ® Ce i AND DRAINAGE REQUIREMENTS: STEP AND PER CODE AO 2°UNGLAZED TILE � ,a^ C (TO BE DESIGNED AND PROVIDED BY OTHERS,U.O.N.) ® BENCH TRIM REQUIREMENTS MO SRO (SEE LA DWGS) a Cr) / 111/1///lit 1. PRIMARY WATERPROOFING OF SPA STRUCTURAL SUPPORT VAULT BY OTHERS. Q L O 1,111111// ilitars SEE WATERPROOFING CONSULTANT PLANS AND SPECIFICATIONS.THESE NOTES REMARKS. UNGLAZED TILE SHALL BE OF CONTRASTING COLOR TO SPA FINISH.TILE FINISH SHALL �1��® ARE FOR REFERENCE AND COORDINATION PURPOSES ONLY.THE PROJECT BE WATERPROOF AND FREE FROM DEFECTS.SUBMIT TILE AND COLOR SAMPLES TO LANDSCAPEII11 ARCHITECT FOR SELECTION. ) j2"/ • 1�1 j:��" WATERPROOFING CONSULTANT SHALL PROVIDE DESIGN AND SPECIFICATION OF 1�1� �11`` THE VAULT AND BUILDING WATERPROOFING SYSTEM. M (Typ ��l (20 —1111��1 0 2. PRIMARY WATERPROOFING SHALL,AT A MINIMUM,CONSIST OF:VAULT DRAINS, 0 SPA AS N/A WATERPROOF COLORED �/ JE,v'S•) �`l� 4 INTEGRAL WATERPROOFING PRODUCT IN CONCRETE,WATERPROOFING FINISH REQUIRED PLASTER AGGREGATE / MEMBRANE,DRAIN BOARD,PROTECTION LAYER AND ANY OTHER COMPONENTS (PEBBLE) / ��` AS DETERMINED BY THE PROJECT WATERPROOFING CONSULTANT. REMARKS: TO BE PEBBLE TAPE PLASTER FINISH(VERIFY WITH LANDSCAPE ARCHITECT).FINISH •i / / • 3. STRUCTURAL VAULT CONCRETE SHALL CONTAIN CRYSTALLINE WATERPROOFING SHALL BE WATERPROOF AND FREE FROM DEFECTS.SUBMIT MATERIAL AND COLOR SAMPLES TO lop / it 13'_3">/ • ADMIX(XYPES OR EQUAL)IN THE BATCH MIX. LANDSCAPE ARCHITECT FOR SELECTION. tO l l •8„,, 4. VAULT SHALL BE STRUCTURALLY DESIGNED TO BE CRACK-FREE AND TO / ,N PROVIDE SUPPORT FOR SPA WITHOUT DEFLECTION. NON-SUP (1YP ' f l N 5. A SURFACE-APPLIED WATERPROOFING SHALL LINE THE VAULT FLOOR AND 6 SPA DECK AS AT SPA NATURAL '� • _.� O REQUIRED AREA zo WALLS(INTERIOR). SERVICE LIFE OF THE WATERPROOFING SHALL EXCEED, STONE '� -`/ M OR BE EQUAL TO,THE SERVICE LIFE OF THE BUILDING. INSTALL A! ' j-1" / WATERPROOFING MATERIALS PER MANUFACTURER'S RECOMMENDATIONS. REMARKS: NON-SUP DECK AROUND SPA PERIMETER WITH MIN 2%SLOPE TO DRAINS OR NOTE: PREPARE SUPPORT STRUCTURE AS REQUIRED. PROVIDE APPROVED FLASHING LANDSCAPE.DECK AND DECK DRAINS ARE NOT IN POOL CONTRACT.SEE STRUCTURAL DRAWINGS ,,.••`�I�/�'.,, ELEVATIONS AND DIMENSIONS SHOWN ARE 12" 1 OR TAPE"AT ALL JOINTS,INSIDE AND OUTSIDE CORNERS,AND LAPS. FOR DECK DETAILS,AND CML DRAWINGS FOR DRAINAGE s j� �1 •,; RELATIVE TO THE RESPECTIVE BODY OF -J TERMINATE THE WATERPROOFING MATERIAL AS HIGH AS POSSIBLE ON THE A i WATER. VERIFY EXACT ELEVATIONS WITH CIVIL j' ? SUPPORT STRUCTURE WALLS- USE TERMINATION STRIPS AS NECESSARY. 1 `'. Q j 6" 2 Q- . 6. PLUMBING CONTRACTOR TO INSTALL DRAINS IN VAULT AS NECESSARY TO 7 AUTOMATIC SPA 1 0 SAFETY TYPE C' ''-39476 i _ DRAWINGS AND DECK LAYOUT WITH LANDSCAPE O-2" " 4 2 a ALLOW VAULT TO DRAIN IN THE EVENT OF WATER ENTERING THE SPACE O COVER SP600 COVER ARCHITECTURAL DRAWINGS. STAKE LOCATION (JYP, o �- '.` ID O j BETWEEN THE SPA STRUCTURE AND VAULT STRUCTURE. DRAINS)FROM THE - OF SPA FOR REVIEW AND APPROVAL BY O VAULT TO BE ROUTED TO APPROVED LOCATION PER LOCAL CODES. R LISTED TO ASTM F1346-91.PROVIDE DROPPED BOND BEAM AS REQUIRED.INSTALL RECESSED TRACK IN WALL UNDER COPING.ELECTRICAL CONTRACTOR SHALL MAKE ELECTRICAL ,,,,'ANAL WATERPROOF AROUND DRAIN FITTINGS. OTHER CONSULTANTS SHALL DESIGN LANDSCAPE ARCHITECT. MOTOR CONNECTIONS AND INSTALL REMOTE COVER SWITCH.VERIFY FINAL LOCATION WITH OWNER ,� ",,,,,,,,,,,,,,,n DRAIN(S)TO PREVENT POSSIBILITY OF CLOGGING. DRAIN PIPES SHALL PRIOR TO CONSTRUCTION.PROVIDE CONCRETE COVER BOX AS REQUIRED BY COVER EXTEND TO A POINT OF OBSERVATION,I.E.SIGHT GLASS OR AIR GAP,PRIOR MANUFACTURER.COVER WILL ALSO ACT AS A CODE COMPLIANT EVAPORATION CONTROL BLANKET. SPA DIMENSION PLAN TO ENTERING APPROVED WASTE. ILM(INCLUDING 7. VAULT FLOOR AND WALLS SHALL RECEIVE HEAVY-DUN DRAIN BOARD CAPABLE MANUFACTURER,STYLE,WALK-ON UD SYSTEM,MOTOR,FABRIC,COLORS,PROVIDE WALK-ON UD SYS LM.POOL CONTRACTOR TO SUBMIT POOL COVER ERMA VTS STSLS,ETC.)TO OF SUPPORTING THE WEIGHT OF THE SPA WITH WATER TO THE OVERFLOW OWNER,ENGINEER,AND ARCHITECT FOR REVIEW AND APPROVAL INTERLOCK COVER SWITCH WITH ISSUE DATE: 12/10/2021 SCALE 1/4'-1'-0° RIM. ANY FEATURE PUMPS SO THAT FEATURES CANNOT TURN ON WHEN COVER IS CLOSED. REVISIONS NORTH 8 WALLS SHALDRAIN DL EATPRO PROFING AND OTECTED DURINGHIGH-VELOCITYNE SYSTEMS SHOTCRETE APPLICATION - # DATE DESCRIPTION OF SPA SHELL TO AVOID DAMAGE. 9. PROVIDE WATERPROOFING OF ALL PIPE AND CONDUIT PENETRATIONS. POOL / CONTRACTOR TO INSTALL LINK-SEAL MECHANICAL PIPE SEALS IN / CORE-DRILLED HOLES OR SLEEVES THAT INCORPORATE WATERSTOP FLANGES. WATERPROOFING CONTRACTOR TO PROVIDE FLASHING AND/OR BOOTS AS / r '4�Liiiiii REQUIRED AND WATERPROOF AROUND PIPE AND CONDUIT PENETRATIONS. / 10. AFTER WATERPROOFING AND PRIOR TO SPA CONSTRUCTION,PERFORM A lift. �� STATIC LEAK TEST OF THE VAULT FOR 48 HOURS BY FILLING THE VAULT TO LI O THE TOP AND MONITORING WATER LOSS. 1�I f��11�` SP500 <20��-Jp r�l / / /% ` ,.,4 DRAWN: JW REVIEWED:MA -��,le* � � l �I//` ii SP500 • /_ � 11 w �• SP500 Building Permit ® `` _J PROJECT NUMBER:6183 SP500 O � SPA PLAN SPA SECTION CALLOUT PLAN SCALE 1/4°=1'-0" NORTH SHEET NUMBER S P200 RECEIVED 04/07/2022 1 O I © I O I 0 I O I 0 I O I 0 I O @COPYRIGHTNESIGNWORKSHOP.INC.ASPEN BUILDING DEPARTMENT 0 1 o I o I o I o I o I o I o I o =_,_ ; DESIGNWORKSHOP U I 1 I 4"0 SPA HYDROTHERAPY i SPA FITTING SCHEDULE Landscape Architecture• Land Planning / / / Urban Design • Tourism Planning JETS SUCTION PIPE / / _ / / / I MARK DESCRIPTION QUANTITY DETAIL REQUIREMENT Asheville.Aspen.Austin.Chicago.Denver.Dubai I I 1 2"0 SPA CIRCULATION SKIMMER PIPE ��' / Houston•LakeTahoe•LosAngeles•Shanghai / // /l 4"0 SPA HYDROTHERAPY CIRCULATION/JET AQUASTAR CHANNEL 120 East Main Street / / 2"0 SPA CIRCULATION MAIN DRAIN PIPE / / JETS SUCTION PIPE ' OUTLET FRAME 2 © DLUN WITH SUMP I AND GRATE '2'1 B32CDFL Aspen,Colorado 81611 G L L L___ (970)925-8354 2°0 SPA CIRCULATION RETURN PIPE _ _ REMARKS.TAMPER PROOF STAINLESS STEEL FASTENERS REQUIRED,COLOR TBD. COVER TO COMPLY I_ -1_ ___'- / / WITH MISI/APSP-16 2011.SUBMIT COLOR OPTIONS TO LANDSCAPE ARCHITECT FOR SELECTION. (970)920-1387 / / ___ r - WWW.DESIGNWORKSHOP.COM _`J WALLWATER RETURN AA I `` ---_ I '---__ ~ IDNG INLET 2 O DIRECTIONAL(R QUA)FITTING Water I -- Design NOTE: % SEE LANDSCAPE -- REM^R)S SEE DETAIL FOR ORIFICE SIZE SPACE INLETS PER PLAN IAYOU/DIMENSIONS. Inc. COLOR TBD.SUBMIT COLOR OPTIONS TO LANDSCAPE ARCHITECT FOR SELECTION. ARCHITECT PLANS FOR / I WATERWAY OR 6740 South 1300 East.Suite 110 EXACT VAULT LOCATION SURFACE 0 EQUAL FRONT - Salt Lake City,Utah 84121 SKIMMER 2 SHOO ACCESS Phone 801.26.4009 / I SURFACE SKIMMER I / / / REMARKS: COLOR TBD.SUBMIT COLOR OPTIONS TO LANDSCAPE ARCHITECT FOR SELECTION. I -_--_-- / // / 0 VENTURI JET W HYDRO I I -HI" THEE 15 SP600 OR EQUAL I NOTE: / JET FITTING CI PIPING SHALL BE ROUTED REMARKS: SHOTCRETE EXTENDED VENTURI JET ASSEMBLY.ALSO PROVIDE THE OPTIONAL VENTURI IN SPA FLOOR/BENCH/ I TEE HEX REDUCER REDUCER TO PROVIDE 13 G.P.M.MAX/JET.COLOR TBD.SUBMIT COLOR WALLS. SHOWN OFFSET I NOTE: FOR CLARITY. FOR CIRCULATION AND OPTIONS TO LANDSCAPE ARCHITECT FOR SELECTION. / / AIRLINE PIPING, SEE MR LINE 1 AIR TINE FOR 4 JFTS SCH.40 NOTE: ADDITIONAL PLANS ❑ TO JETS 3 AIRUNES TOTAL N/A INTAKE BOX PIPE FROM AIR O — --`` FOR JET AND AIRLINE THIS SHEET. CO CI REMARKS: PROVIDE ONE AIR UNE FOR EACH SET OF 4 JETS.PROVIDE THREE(3)NRUNES / PIPING, SEE ADDITIONAL I TOTAL. ZQ ' 1 I PLANS THIS SHEET. NOTE: C `I / PIPING SHALL BE ROUTED 2MR 2 0 PARAMOUNT - IN SPA FLOOR/BENCH/ ❑ BOX 6P6ao O NOTE: 004-252-8192-0X O J / / FOR CONTINUATION OF WALLS. SHOWN OFFSET REMARKS; PROVIDE WITH TWO MUFFLER FITTINGS,AND USE BOTH BOTTOM PORTS FOR AIR UNE Q CA.) / / PIPING IN EQUIPMENT / FOR CLARITY. CONNECTIONS IF REQUIRED.SIX(6)JETS SHALL BE THE MAXIMUM NUMBER OF JETS PER PORT. I I VAULT, SEE SHEET SP400. I SUBMIT COLOR OPTIONS TO LANDSCAPE ARCHITECT FOR SELECTION.PROVIDE A°HIDE'FRAME I / / AND UD TO MATCH THE COPING/DECK KNISH. / / Cl) Z Z / I - W / l I - -- ❑ WATER LEVEL SENSING 1 SEECHLSEMATICC 3/4°0 CONDUIT - WIRE AND CONDUITa o I -- I (SP410)/ / / /- - I / VAULT. SPCA TOS: WATER QUIP ENT LEVEL SENSOR LOCATED IN SKIMMER BODY.PROVIDE SENSING WIRE FROM Ce Q I / Co SPA PIPING NOTES: I / II 1. ALL PIPING SHALL BE NSF APPROVED(ANSI/NSF 14),SCHEDULE 40 PVC I I (UNLESS OTHERWISE NOTED).FLEX PIPING AND HEAT BENDING RIGID PIPING IS / NOT ALLOWED AS PART OF THIS DESIGN. / S%VISORSisiiii lit2. ALL PIPING SHALL BE IN ACCORDANCE WITH THE A.S.T.M.DESIGNATION NUMBER / "HI' PIPED-1785,AND THE NSF SEAL FOR POTABLE WATER.Co ER 3. POOL CONTRACTOR SHALL MAKE EVERY EFFORT TO CURTAIL THE USE OF irMiiiiiiFITTINGS TO REDUCE HEAD. ._i /111 4. PIPING SHALL BE INSTALLED WITHOUT AIR ENTRAPPING HIGH POINTS OR REVERSESLOPES,I.E.ON DISCHARGE LINES,NO DESCENDING RUNS BEYOND HORIZONTAL '•.•TE 0UA'A.•- IOR ASCENDING RUNS;ON SUCTION LINES,NO DESCENDING RUNS BEYONDASCENDING RUNS.�� =` 5. ALL UNDERGROUND PRESSURE AND SUCTION PIPING SHALL SLOPE A MINIMUM OF1%. tA• / i' C.) `/` 1* `�-�411 2 O, ��\\ 6. THE TEE FEEDING FROM THE COMMON LINE BETWEEN THE SUCTION OUTLETS,TO Z' -39476 'c • mil`�� O \ I � llIlljrll `••I``� (THE ANSI/APSP-7). HALL BE LOCATED APPROXIMATELY MIDWAY BETWEEN THE OUTLETS •'•la IOU ' st:0111iiirkfiwag''''474.44-- ------ I, �I �,\,� '•� � 7. PIPING SHALL BE INSTALLED TO PREVENT FREEZING. WINTERIZE PIPING DURING "•", -" '/, 0WINTER MONTHS WNEN POOL IS NOT IN OPERATION. `'VIAL'`�', 4• 8. ALL PIPING SHALL BE TESTED WITH AN INDUCED STATIC HYDRAULIC PRESSURETEST AT:SYSTEM OPERATING PRESSURE PER LOCAL CODES OR MINIMUM 25`Y /••• 4 'I•� I -1 l • PSI FOR 24 HOURS,OR PER WRITTEN SPECIFICATIONS IF PROVIDED. /, 3°0 // / 9. ALL DRAIN FITTINGS ROW SHALL NOT EXCEED MANUFACTURER'S SPECIFIED ISSUE DATE: 12I10I2021 a CAPACITY(WITH REGARD TO ORIENTATION I.E.WALL OR FLOOR)WHEN 100%OF / / ��=`� ,�/ / CIRCULATION AND/OR FEATURE FLOW RATE OF ASSOCIATED PIPING IS DIRECTED REVISIONS �' / `.� THROUGH SINGLE DRAIN FITTING. _ # DATE DESCRIPTION �``1 , L_ - �.=I�.''��_ / 10. MAIN DRAIN PIPING SHALL CARRY 100%OF ASSOCIATED ROW RATE AT A L- _`�';`�I / �l•��I= / / VELOCITY NOT TO EXCEED 6'PER SECOND. _�• Ti. ALL PIPING DESIGNED FOR 6'PER SECOND MAXIMUM SUCTION,8'PER SECOND - �� , "0 BRANCH / MAXIMUM PRESSURE,AND 3'PER SECOND MAXIMUM GRAVITY. 2"0 / (ALP) 1 4"0 BRANCH (TYP.) -J 12. VERIFY PIPE SIZES WITH THE EQUIPMENT ROOM PLAN AND SCHEMATIC. IF THERE ARE ANY DISCREPANCIES,REPORT THEM TO THE ARCHITECT/ENGINEER 2"0 ---/ IMMEDIATELY. 13. POOL CONTRACTOR SHALL COORDINATE ALL WORK WITH ARCHITECTURAL, MECHANICAL,ELECTRICAL AND STRUCTURAL DRAWINGS. SPA CIRCULATION PIPING PLAN SPA JET PIPING PLAN 14. OVERALL PIPING IS SHOWN IN DIAGRAMMATIC FORM TO INDICATE WORK TO BE DONE RATHER THAN TO SHOW EXACT ROUTING&LOCATION. MAKE USE OF ALL DATA IN CONTRACT DOCUMENTS,VERIFY AGAINST DEVELOPED FIELD CONDITIONS, © SCALE 1/4°'1'-O' SCALES 1/4°'1'-0' &INSTALL WORK IN AN ORDERLY ARRANGEMENT IN A MANNER TO OVERCOME STRUCTURAL,MECHANICAL&ELECTRICAL INTERFERENCE. NOTE: it 15. ALL BURIED PIPING SHALL BE PROPERLY SUPPORTED, PROTECTED AND INSTALLED FOR CIRCULATION AND JET IN ACCORDANCE WITH THE 2018 INTERNATIONAL PLUMBING CODE(IPC)SECTION DRAWN: JW REVIEWED:MA PIPING, SEE ADDITIONAL / 306(TRENCHING,EXCAVATION AND PING),LL),ASTM D2774-12(UNDERGROUND PLANS THIS SHEET. INSTALLATION OF THERMOPLASTIC PIPING),AND ASTM FT 668-16(CONSTRUCTION 2 PROCEDURES FOR BURIED PLASTIC PIPE).ALSO SEE PROJECT SPECIFICATIONS FOR ADDITIONAL PIPE TRENCHING,EXCAVATION AND BACKflLL REQUIREMENTS. LOCATE AIRPORT IN / be DECK NEARBY AT SAME L ettft\\\ ilk Building Permit ELEVATION AS SPA. - �AI'�=\`;" AIRLINE PIPING NOTES: COORDINATE LOCATION 1 ` I of ��e" WITH L.A. (TfP.) N.. /14Q 1. PIPING SHALL BE INSTALLED WITHOUT AIR ENTRAPPING HIGH POINTS OR / `/�� • REVERSE SLOPES,I.E.ON DISCHARGE LINES,NO DESCENDING RUNS BEYOND / l I i1 HORIZONTAL OR ASCENDING RUNS;ON SUCTION LINES,NO DESCENDING RUNS PROJECT NUMBER:6183 NOTE: �) BEYOND ASCENDING RUNS. JET AIRLINES SHALL BE LOOPED / 2. AIR PIPING SHOWN DIAGRAMMATICALLY. PIPING SHALL BE LOOPED AND ROUTED AND ROUTED COMPLETELY BELOW I COMPLETELY BELOW WATER LEVEL WITHOUT HIGH SPOTS PER AIRPORT / l I NOTE: MANUFACTURER'S RECOMMENDATIONS. WATER LEVEL. PIPING SHOWN i / / 3 AIR PIPES MUST SLOPE(TYPICAL ALL AIRLINESCONTINUOUSLY UOU L THE ENTIRE AIRPORTS WITHOUT LOW SPA PIPING o DIAGRAMMATICALLY (OFFSET FOR �• _ , I PIPING SHOWN DIAGRAMMATICALLY.ALL PIPING SHALL BE ENCASED IN SPA WALL ORSPA). CLARITY). ALL PIPING SHALL BE �- _ �`-,_ / / / BENCH.FOR EASE OF INSTALLATION,JET PIPING MAY BE INSTALLED LOW IN 4. AIR LINE CAN STACK LOOP OR SINGLE LOOP AROUND THE ENTIRE SPA(BELOW PLAN / WALL/BENCH,EXTENDING INDIVIDUAL PIPE UP TO EACH JET. WATER LEVEL). ENCASED IN SPA WALL OR -_ 1,` '• BENCH. _ `�J 1 SHEET NUMBER SPA AIRLINE PIPING PLAN S P300 RECEIVED SCALES 1/4°=1'-0' 04/07/2022 ® I o I o I ® I o I o I o I o I o ©COPYRIGHT DESIGNWORKSHOP.INC.ASPEN BUILDING DEPARTMENT I ® I © I ® I ® I OO I ® I OO I ® I DESIGNWORKSHOP EQUIPMENT ROOM NOTES: Landscape Architecture• Land Planning SPA CIRCULATION EQUIPMENT SCHEDULE Urban Design. Tourism Planning 1. FILTRATION AND CHEMICAL EQUIPMENT SHALL BE NATIONAL SANITATION FOUNDATION (VERIFY All ELECTRICAL REQUIREMENTS WITH ELECTRICAL CONSULTANT/CONTRACTOR) Asheville.Aspen.Austin.Chicago.Denver.Dubai (NSF)APPROVED. Houston.Lake Tahoe.Los Angeles.Shanghai 2. EQUIPMENT SHALL BE INSTALLED ON SLABS WITH MINIMUM 4°THICKNESS AND AS MARK DESCRIPTION QUANTITY DETAIL REQUIREMENT MARK DESCRIPTION UQ ANTITY DETAIL REQUIREMENT 120 East Main Street REQUIRED TO WITHSTAND THE LOADS ASSOCIATED WITH THE POOL EQUIPMENT AND Aspen,Colorado 81611 PIPING. AUTOMATIC SPASEE (970)925-8354 ® 41) O 3. COORDINATE WITH ALL OTHER TRADES&VERIFY EXACT LOCATION OF POOL SEE CIRC.EQUIP. PENTAIR 10 CONTROL SYSTEM I INTEWCONTROL INTELLLNICENIER 0 EQUIPMENT. 1 CARTRIDGE FILTER 1 CLEAN&CLEAR PLUS NOTES STSIEM (970)920-1387 41) 4. SEE OVERALL PIPING PLAN TO VERIFY PIPE SIZES AND FOR CONTINUATION OF O SCHEMATIC(SP410) #QCP-320 0 r 0 O PIPING.IF THERE ARE ANY DISCREPANCIES,REPORT THEM IMMEDIATELY TO THE REMARKS; PROVIDE POWER CENTER,DUAL EQUIPMENT PERSONALITY BOARD,OPTIONAL 4 BUTTON SPA W W W.DESIGN WORKSHOP.COM `_+, _ ARCHITECT/ENGINEER. REMARKS: 21.5°0 FILTER.320 SF FILTER AREA PROVIDE WITH AN ADDETIONAL SET OF SIDE REMOTE,IN-HOUSE CONTROL PANEL,AN ADDITIONAL IN-HOUSE CONTROL PANEL IN THE / _ 5. POOL CONTRACTOR SHALL IDENTIFY ALL PIPING AND VALVES BY COLOR CODING OR CARTRIDGES. EQUIPMENT ROOM(SERVICE PANEL). SEE SiSILM CONTROLLER NOTES.WITH BUILT IN TIME CLOCK L LABELS AND DIRECTION OF FLOW ARROWS IN ACCORDANCE WITH LOCAL HEALTH FOR SPA PUMPS AND HEATING.COORDINATE WITH ELECTRICAL Water / ' / `' , CODE.6. - De$# rn REDUCER FITTINGS SHALL BE USED WHERE PIPE SIZES CHANGE. SEE CIRC.AND HEXI / �, I 7. NO COMMON PIPING OR FITTING ON THE SUCTION SIDE OF THE PUMP IS TO BE O HEAT EXCHANGER 1 EQUIP.SCHEMATIC 400,000 OUTPUT REQUIRED SEE CIRC.CIRCULATION STSIEM EQUIP. 0-60 PSI Inc. / I O / 11 PRESSURE GAUGES 2 SMALLER THAN THE LARGEST SINGLE ELEMENT CONNECTED.DOWNSIZING AND (SP410) SCHEMATIC(SP410) 0-30'Hg / / / UPSIZING IS TO BE DONE AT THE THROATS OF THE PUMP PORTS. AND VACUUM GAUGE 1 6740 South 1300 East.Suite 110 - / I 8. ALL VALVES SHALL HAVE A MINIMUM PRESSURE RATING OF 125 PSI. REMARKS: HEAT EXCHANGER DESIGN AND SPECIFICATION BY OTHERS.SEE MECHANICAL DRAWINGS - Salt Lake City,Utah 84121 ��;/ / 9. ALL TRADES SHALL KEEP SPACE ABOVE POOL EQUIPMENT CLEAR FOR THEIR (By OTHERS).MECHANICAL CONTRACTOR SHALL PROVIDE AND INSTALL HEAT EXCHANGER,BOILER REMARKS: NOT SHOWN ON PLAN.SEE CIRCULATION EQUIPMENT SCHEMATIC.INTEGRATE TO SHOW SERVICING. WATER CONNECTIONS,CONTROL VALVE AND HIGH LIMIT SHUT OFF SWITCH.LIMB SWITCH SHALL BE FILTER INFLUENT AND EFFLUENT PRESSURES.PROVIDE VACUUM GAUGE(OR COMBINATION VACUUM/ Phone:801.26.4009 / / /�i/ 6• 10. HAIR AND LINT STRAINER OPENINGS SHALL BE NO MORE THAN 1/8".THE HAIR SET AT MAXIMUM 130 DEGREES F.TEMPERATURE SHALL BE MONITORED AND CONTROLLED THROUGH PRESSURE GAUGE IF NEC.)ON SUCTION SIDE AND PRESSURE GAUGE ON DISCHARGE SIDE OF PUMP. L I I AND LINT STRAINER MUST PROVIDE A FREE FLOW CAPACITY OF AT LEAST FOUR THE SPA CONTROLLER.POOL CONTRACTOR SHALL PROVIDE TWO(2)TEMPERATURE SENSOR WELLS NOTE: MAX _ ACCESS HATCH WITH TIMES THE AREA OF THE PUMP SUCTION UNE. ON POOL INFLUENT PIPING TO HEAT EXCHANGER.POOL CONTRACTOR SHALL MAKE SPA PIPING / I 11. FILTER SHALL BE PROVIDED WITH THE FOLLOWING APPROPRIATELY LOCATED CONNECTIONS.ALSO SEE ELECTRICAL INTERLOCK NOTES.COORDINATE CONTROLS WITH POOL JET PUMP pS SEE EQUIPMENT 0-60 PSI CEILING HEIGHT IN J I INFILL (ABOVE) AND ACCESSORIES: INFLUENT AND EFFLUENT PRESSURE GAUGES,AIR RELIEF VALVE AT CONTRACTOR. 11 PRESSURE AND REQUIRED ROOM NOTES 0-30"Hg VAULT IS 5'-6" - J IMBEDDED LADDER RUNGS THE HIGH POINT OF THE FILTER SYSTEM,AND A VALVED TANK DRAIN. A VACUUM GAUGES LLI 411) 12. FLOWMETER SHALL BE PROVIDED IN THE INLET RETURN UNE AFTER FILTER AND CIRCULATION PUMP SEE CIRC.EQUIP. PENTAR JCEAIA{ICS NOT SHOWN ON PUN.FOR FEATURE PUMPS PROVIDE A COMBINATION VACUUM/PRESSURE 8_ BEFORE CHEMICAL INJECTION.INSTALL ON A STRAIGHT LENGTH OF PIPE AT A O WITH HAIR AND UM 1 SCHEMATIC(SP410) INTE(3 LO VSF �GEPONpTHE SUCTION SIDE OF EACH PUMP AND A PRESURE GAUGE ON THE DISCHARGE SIDE OF DISTANCE OF AT LEAST 10 PIPE DIAMETERS DOWNSTREAM AND 5 PIPE DIAMETERS STRAINER © 0' UPSTREAM FROM ANY VALVE,ELBOW OR OTHER SOURCE OF TURBULENCE OR PER LLI MANUFACTURER'S SPECIFICATIONS. REMARKS: PUMP COMES WITH INTEGRAL VARIABLE FREQUENCY DRIVE AT MINIMUM DESIGN FLOW OF - 13. ALL EVACUATION SHALL BE TO AN APPROVED PLUMBING FIXTURE. 42 GPM 88 FEET TDH AVAILABLE.ELECTRICAL REQUIREMENTS:230 V,60 Hz,SINGLE PHASE.SEE SEE CIRC.EQUIP. BLUE WHITE 14. PROVIDE AT LEAST THE MIN. REQUIRED SPACE AROUND THE HEAT EXCHANGER ER ELECTRICAL INTERLOCK NOTES(BY ELECTRICAL CONTRACTOR).VERIFY WITH ELECTRICAL 1 Z FLOWMEIER 1 SCHEMATIC(SP410) #F30200P EQUIPMENT VAULT PLAN PER MFG.SPECS AND LOCAL CODES. CONTRACTOR/ENGINEER FOR EXACT ELECTRICAL REQUIREMENTS,ELECTRICAL CONTRACTOR SHALL 15. PROVIDE HEAT SINK OR CPVC PIPING IF RECOMMENDED BY HEATER PROVIDE BUCK BOOST TRANSFORMER IF 230-240 VOLT SINGLE PHASE POWER IS NOT AVAILABLE. REMARKS: METER RANGE 15-150 GPM. MOUNT FLOWMETER IN EASILY READABLE LOCATION. O MANUFACTURER. INSTALL PER MANUFACTURER RECOMMENDATIONS. FLOWMETER SHALL BE INSTALLED WITH PROPER RUN OF PIPE UPSTREAM AND DOWNSTREAM OF SCALE 1/4'-l'-O' 16. THE POOL CONTRACTOR SHALL PROVIDE HEATER BYPASS PIPING AND VALVE. FLOWMETER PER MANUFACTURER'S RECOMMENDATIONS. 17. INSTALL A THERMOMETER ON HEATER INFLUENT AND EFFLUENT PIPES AND IN THE0 PUMP FOR HYDROTHERAPY PENTAIR POOL RETURN UNE A MINIMUM OF 5'-0"AFTER HEATER BYPASS(WHEN A BYPASS O JETS.WITH HAIR AND LINT 1 N/A WHISPERFLO XF VS I 1 VALVE IS PROVIDED). STRAINER (UP TO 5 HP) SEE CIRC.EQUIP. ZN v 18. ALL SELF PRIMING CIRCULATING PUMPS SHALL BE INSTALLED NO MORE THAN 0 THERMOMETER 3 SCHEMATIC(SP410) LETRO L,f� NOTE: NOTE: 2'-0"ABOVE THE OPERATING WATER LEVEL OF THE POOL BEING SERVED.ALL REMARKS. PUMP COMES WITH INTEGRAL VARIABLE FREQUENCY DRIVE. AT 195 GPM,57 FEET TDH PIPING SHOWN IS DIAGRAMMATICAL - 1. ALL PIPING TO AND FROM HEAT EXCHANGER NON-SELF PRIMING PUMPS SHALL BE INSTALLED BELOW THE WATER LEVEL OF THE AVAILABLE. MACS. 30 TO 130'.NOT SHOWN ON PLANS.SEE EQUIPMENT SCHEMATIC.INSTALL ONE III, O COORDINATE WITH STRUCTURAL, THERMOMETER IN AN EASILY READABLE LOCATION MIN 10 PIPE DIAMETERS DOWN STREAM FROM BYPASS LIU BY POOL CONTRACTOR SHALL BE PER HX POOL ELECTRICAL REQUIREMENTS:208-230 V,60 Hz,SINGLE 208-230/460 V.60 Hz,3-PHASE VALVE AND PROVIDE THERMOMETERS ON INFLUENT AND EFFLUENT UNES OF HEATER EXCHANGER. J MECHANICAL AND ELECTRICAL FOR SPA 19. PROVIDE A COMBINATION VACUUM/PRESSURE GAUGE ON THE SUCTION SIDE OF ALL Q O Z MFR. SEE MECHANICAL SPECIFICATIONS FOR PUMPS. VERIFY WITH ELECTRICAL CONTRACTOR/ENGINEER FOR EXACT ELECTRICAL REQUIREMENTS.SEE kij PIPING TO OVERCOME ANY CONFLICTS. REQUIREMENTS. 20. PROVIDE A PRESSURE GAUGE ON THE DISCHARGE OF ALL PUMPS. ELECTRICAL.INTERLOCK NOTES(BY ELECTRICAL CONTRACTOR). CIRC. EQUIP. AS SEE CRC.EQUIP. PVC ADJUST EQUIPMENT AS NECESSARY TO 2. HEAT EXCHANGER INFLUENT AND EFFLUENT 21. THE EQUIPMENT IS BELOW WATER LEVEL,ADD ISOLATION VALVES FOR EACH PIECE 0FACE PIPING REQUIRED SCHEMATIC(SP410) SCHEDULE 40 M ALLOW FOR MANUFACTURER'S PIPING SHALL BE SIZED PER MANUFACTURER'S OF EQUIPMENT. CLEARANCES AND SERVICEABILITY. RECOMMENDATIONS. O CHEMICAL 1 SEE CIRC.EQUIP. P NTELC HEM OR REMARKS: 2'0 PVC PIPE. ) Z III SCHEMATICSCHEMATIC(SP410) AIR EQUAL Ce W Z ^ _ O WATER LEVEL SEE POTABLE WATER FORLLI® r CONTROLS ORP/PH.120 VAC,<1 AMP.ELECTRICAL INTERLOCKING BY ELECTRICAL 1 5 CONTROL SYSTEM 1 SCHEMATIC(SP410) K-1100 p/' / _" _ OR.SEE ELECTRICAL INTERLOCK NOTES.PROVIDE POWER FOR THE CONTROLLER ON A / Ar` `:- PIPE HANGER AND SUPPORT NOTES: SEPARATE CIRCUIT FROM THE POWER FOR THE RELAYS.COORDINATE WITH ELECTRICAL ENGINEER TO REMARKS:PROVIDE 120 VAC,AG Hz,2.0 AMPS ELECTRICAL SUPPLY.CONTROLLER IS PROVIDED Ce Q 4"0 SPA JET _ ENSURE CAN BE ACCOMMODATED.ALSO SEE ELECTRICAL DRAWINGS. WITH A 6 FOOT POWER CORD.ELECTRICAL CONTRACTOR SHALL PROVIDE A GROUNDED 120 V WALL RETURN PIPE �a Q / NOTE: 1. PIPE HANGERS:THE PIPE HANGERS SHALL BE ADJUSTABLE B-UNE FIGURE B3105 STAINLESS STEEL OR EQUAL. OUTLETWHIN 6 FEET OF THE CONTROLLER.ALSO SEE ELECTRICAL DRAWINGS.MAKE CONNECTION L TO POTABLE WATER SUPPLY AND PROVIDE MANUAL SHUT-OFF AND SOLENOID VALVE ON POTABLE / 4"0 SPA JET - / FOR CONTINUATION OF 2. SUPPORT SADDLES:PIPE SUPPORTS SHALL BE ADJUSTABLE B-LINE FIGURE B3092 STENNER WATER UNE TO SUCTION SIDE OF CIRC.PUMP.SENSOR UNIT LOCATED IN EQUALIZER IN COVER I / PIPING TO SPA, SEE STAINLESS STEEL SADDLE SUPPORT WITH FIGURE B3088T STAINLESS STEEL STAND UQUID CHLORINE1 0 BOX.SEE POTABLE WATER UNE REMARKS BELOW. SUCTION PIPE MI('IA OR APPROVED EQUAL. O FEED PUMP #45-M5 CO 2"0 SPA MAIN / "(/,Y� / / SHEET SP300. 3. UNI-STRUT: TRUT:CLAMPS.IPES SHALL BE MOUNTED TO VERTICAL WALLS USING UNISTRUT ANDPIPE REMARKS: 120 VAC,60 Hz,1.7 AMP,1/30 FRACTIONAL HP.ALSO SEE EQUIPMENT SCHEMATIC. O POTABLE WATER SEE EQUIP. SEE POTABLE WATER POTABLE WATER DRAIN PIPE "`'s�A 16 PIPING AND VALVES FILL SCHEMATIC SUPPLY UNE 4. PROVIDE FLEXIBLE GASKETS BETWEEN PIPE SUPPORTS/CLAMPS AND PIPES AS ELECTRICAL SHALL PROVIDE DEDICATED SINGLE PLUG OUTLET FOR POWER.PROVIDE CHECK VALVES SCHEMATIC O '•;' �� / TO EQUIPMENT ROOM (SP410) PROVIDING 10 GPM - yl NEEDED FOR VIBRATION ISOLATION AND/OR SOUND ISOLATION. ON FEED LINES. 2"0 SPA '+_C 5. PIPE HANGERS AND SUPPORTS SHALL BE CONSTRUCTED OF STAINLESS STEEL AND MOTS POTABLE WATER UNE NOT SHOWN ON PLANS.POTABLE WATER UNE AND SHUT OFF VALVE SKIMMER PIPE / 1 EVACUATION PIPE SHALL BE LOCATED AS NEEDED TO ADEQUATELY SUPPORT ALL PIPING AND TO EQUIPMENT ROOM BY MECHANICAL CONTRACTOR.PROVIDE 10 GPM AT MAXIMUM 50 PSI. / COMPONENTS. 7 ACID FEED 1 SJ MS MECHANICAL CONTRACTOR TO PROVIDE STUB-IN TO EQUIPMENT ROOM.POTABLE WATER SUPPLY SHUT `_ _J / 6. PVC PIPING SHALL NOT BE UNSUPPORTED FOR LENGTHS IN EXCESS OF SIX FEET. O PUMP # OFF VALVE AND APPROVED BACKFLOW PREVENTER BY MECHANICAL CONTRACTOR. POOL CONTRACTOR 2"0 SPA CIRC. "--/ PROVIDE ADEQUATE SUPPORTS AND SPACING AS TO AVOID PIPE SAGGING BETWEEN TO WEND PIPING TO SUCTION SIDE OF CIRC PUMP.PROVIDE SOLENOID VALVE,MANUAL FILL VALVE, RETURN PIPE ® HEATER EXCHANGER BYPASS SUPPORTS AND TO SUPPORT AGAINST THE EFFECTS OF WATER HAMMER. REMARKS; 120 VAC,60 Hz,1.7 AMP,1/30 FRACTIONAL HP.ALSO SEE EQUIPMENT SCHEMATIC. ELECTRICAL SHALL PROVIDE DEDICATED SINGLE PLUG OUTLET FOR POWER.PROVIDE CHECK VALVES AND PROVIDE CONNECTION.SEE WATER LEVEL CONTROL SYSTEM REMARKS ABOVE. � ' _ DEFERRED SUBMITTAL: ON FEED LINES. 1. ALL POOL PIPING LARGER THAN 3"MUST BE SUPPORTED FOR SEISMIC LOADS IN CUSTOM PRE-CAST •, --�� r ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. THE INSTALLING EQUIPMENT DURACREIE i' .' CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL SEISMIC UQUID CHLORINE SEE CIRC.EQUIP. 5 GALLON 17 VAULT 1 N/A OR M1COR(OLDCASTLE) _A`` '.'; © EQUIPMENT VAULT PIPING PLAN BRACING. O STORAGE CONTAINER 1 SCHEMATIC(SP410) CONTAINER OR APPROVED EQUAL 39476 • 2. IF NEEDED,PROVIDE THE DETAILS AND ENGINEERING CALCULATIONS(WET STAMPED RFMARI(S 8'WIDE X 8 LONG X 5'-6'DEEP INTERIOR DIMENSIONS WITH FLOOR BRAN TO APPROVED .?. I I'- 1 r'. SCALE 1/4°=l'-0° AND SIGNED)FOR ALL NON-STRUCTURAL COMPONENTS PERMANENTLY ATTACHED TO REMARKS. PROVIDE CONTAINERS COMPLETE WITH BARREL ASSEMBLY CHECK VALVES AS MFG BY WASTE CONTRACTOR SHALL PROVIDE THE VAULT COMPLETE WITH EXTERIOR WATERPROOFING AND •' STRUCTURES AND THEIR SUPPORTS&ATTACHMENTS,DESIGNED TO RESIST THE CEM AQUATICS OR AS ALTERNATE MANUFACTURER,THE VAPOR SHIELD AS MFG BY AQUATIC EXTENSION COLLARS(HEIGHT AS NEEDED FOR FINAL SITE GRADING),30"X 30",ALUMINUM ACCESS '"o,AONAL EFFECTS OF EARTHQUAKE MOTIONS IN ACCORDANCE WITH ASCE 7-05.SUBMIT TO COMMERCIAL INDUSTRIES(ALSO AVAILABLE THRU UNCOLN AQUATICS).PROVIDE CONTAINER HATCH WITH TRAY FOR INBLL TO MATCH DECKING MATERIAL AND WATERPROOF CHANNEL EDGING DRAIN. """""••°""O THE BUILDING DEPARTMENT AS A DEFERRED SUBMITTAL(IF REQUIRED BY BUILDING RESTRAINTS.POOL CONTRACTOR SHALL PROVIDE START UP CHEMICALS.STORAGE CONTAINERS SHALL HATCH SHALL BE LOCKABLE WITH STAINLESS STEEL HARDWARE.PROVIDE EVACUATION SUMP.PROVIDE INSPECTOR). BE MARKED WITH THE APPROPRIATE HAZARD IDENTIFICATION SIGNS PER REQUIREMENTS OF THE MECHANICAL VENTILATION OF THE VAULT AS REQUIRED. ELECTRICAL CONTRACTOR SHALL PROVIDE NFPA 704. UGHDNG OF THE VAULT,ELECTRICAL FOR THE VENTILATION STSI LAI AND SPACE HEATER,AND POWER PIPE VALVE NOTES: AND HOOK-UPS TO THE POOL EQUIPMENT. ALL PIPE PENETRATIONS SHALL BE GROUT FILLED. ISSUE DATE: 12/10/2021 1. ALL VALVES FOR PIPING 3"0 AND SMALLER SHALL BE PVC BALL VALVES,ASAHI/ HYDROCHLORIC ACID SEE CIRC.EQUIP. 5 GALLON WITH GRAZING REVISIONS AMERICAN OMNI OR EQUAL. �'/ CONTAINER 1 SCHEMATIC(SP410) CONTAINER 18 FLOOR SINK/ 1Aft AND DRAIN TO - # DATE DESCRIPTION 2. ALL VALVES 4"0 AND LARGER SHALL BE BUTTERFLY VALVES ASAHI/AMERICAN DRAINNiDY SANITARY SEWER FOUNTAIN COMPATIBLE VALVES("POOL PRO"OR EQUAL). BUTTERFLY VALVES ARE REMARKS: PROVIDE CONTAINERS COMPLETE WITH BARREL ASSEMBLY CHECK VALVES AS MFG BY REMARKS: FLOOR SINK/DRAIN SHALL BE SIZED TO HANDLE ANCILLARY MAINTENANCE WATER.SEE TO BE MANUFACTURED OF PVC WITH REINFORCED DISKS BUBBLE-TOE WITH CEIA AQUATICS OR AS ALTERNATE MANUFACTURER,THE VAPOR SHIELD AS MFG BY AQUATIC MECHANICAL DRAWINGS FOR SIZE,TYPE AND LOCATION.FLOOR SINK AND GRATING BY GENERAL STAINLESS STEEL SHAFTS. COMMERCIAL INDUSTRIES(ALSO AVAILABLE THRU UNCOLN AQUATICS).PROVIDE CONTAINER CONTRACTOR.UNE TO APPROVED WASTE BY MECHANICAL CONTRACTOR.SEE MECHANICAL DRAWINGS. 3. VALVES 4"0 AND 6"0 SHALL BE LEVER OPERATED. VALVES 8"0 AND ABOVE SHALL RESTRAINTS.POOL CONTRACTOR SHALL PROVIDE START UP CHEMICALS.STORAGE CONTAINER SHALL BE GEAR OPERATED. BE MARKED WITH THE APPROPRIATE HAZARD IDENTIFICATION SIGNS PER REQUIREMENTS OF THE 4. ALL CHECK VALVES SHALL BE THERMOPLASTIC(PVC OR CPVC),BUTTERFLY-OR NFPA 704. ELECTRICAL PANEL SEE ELECTRICAL DRAWINGS FULL PORT SWING-TYPE,FLANGED ENDS OR WAFER STYLE CHECK VALVES,WITH 19 (PLACEHOLDER FOR PANEL TO BE BY OTHERS (BY OTHERS) PARTS INTENDED FOR TREATED,SWIMMING-POOL WATER.SIZE AS REQUIRED. DESIGNED AND SPECIFIED BY OTHERS) SYMBOL LEGEND REMARKS: IF ELECTRICAL PANEL IS LOCATED IN THE SPA EQUIPMENT ROOM,THEN THE PANEL MAY 0 BE REQUIRED TO BE NEMA-4X RATED FOR CORROSION RESISTANCE(VERIFY WITH ELECTRICAL).PANEL - _ AND STARTERS THAT ARE PROVIDED AND INSTALLED BY THE ELECTRICAL CONTRACTOR SHALL INCLUDE WIRING AND CONDUIT.ELECTRICAL CONTRACTOR SHALL MARE ALL CONNECTIONS TO EQUIPMENT. D4 VALVE PROVIDE CONTROL WIRING AS DIRECTED BY POOL CONTRACTOR.SEE ELECTRICAL INTERLOCK NOTES. FREEZE PROTECTION NOTES: DRAWN: JW REVIEWED:MA i VALVE 1. WHEN PIPING IS LOCATED IN(OR ROUTED THROUGH)UN-HEATED GARAGE SPACES OR OTHER UN-HEATED SPACES,CONTRACTOR SHALL PROVIDE FREEZE PROTECTION SUCH AS INSULATION,HEAT TRACING,HEATED CHASES,OR OTHER METHOD TO ::l VALVE PREVENT PIPES FROM FREEZING. SPA ELECTRICAL INTERLOCKING NOTES: INTELLICENTER CONTROL SYSTEM NOTES: �,J A'� p F-m } 2. IF THE POOL WILL NOT BE HEATED FOR A PERIOD OF TIME(OR WHENEVER THERE 1. TO CONTROL THE SPA FILTER PUMP, FEATURE PUMP,TEMPERATURE, Building I1 1g Permit I IIt MAY BE A RISK OF FREEZING),POOL PIPING SHALL BE PLUGGED,DRAINED, ELECTRICAL INTERLOCKING BY ELECTRICAL CONTRACTOR.SEE ELECTRICAL DRAWINGS. CHEMICAL CONTROLLER,AND UNDERWATER LIGHTING. - VALVE BLOWN-OUT,AND OTHERWISE WINTERIZED. COORDINATE WITH POOL CONTRACTOR. 2. LANDSCAPE ARCHITECT/OWNER TO SELECT PLACEMENT OF INDOOR CONTROL 3. CONTRACTOR SHALL INSTRUCT AND TRAIN OWNER IN FREEZE PROTECTION. PANEL PROVIDE INTERLOCKING OF CIRCULATION EQUIPMENT PER POOL DRAWINGS AND 3. FOR A COMPLETE INTELLICENTER STSIEM,THE FOLLOWING MINIMUM SPECIFICATIONS.PROVIDE RELAY AND CONTROL WIRING IN 3/4"CONDUIT AS COMPONENTS ARE REQUIRED: REQUIRED. PROJECT NUMBER:6183 1. INTERLOCK THE CIRCULATION SYSTEM PUMP WITH THE HEAT EXCHANGER 3.1. BUNDLED SYSTEM(#523448) -COMMON LOAD CENTER WITH TEMPERATURE CONTROLS. INTELLICENTER WIRING LABEL,WITHOUT INTELLICHLOR TRANSFORMER (IF THE SPA CIRCULATION SYSTEM PUMP SHUTS OFF THE CALL FOR HEAT (INCLUDES 5 RELAYS)AND PERSONALITY KIT iSP. DEMAND SHOULD SHUT OFF ALSO.) 3.2. INTELLICENTER STSILM TO MONITOR ONE(1)INTELLICHEM SYSTEM. 2. INTERLOCK THE CIRCULATION PUMP WITH ITS RESPECTIVE CHLORINE AND ACID 3.3. INTERFACE KO-ONE(1)INDOOR CONTROL PANEL(I.C.P.). FEED RELAYS. COORDINATE WITH OWNER IF I.C.P.IS TO BE WIRED OR WIRELESS. EQUIPMENT ROOM ® (IF SPA CIRCULATION PUMP SHUTS OFF,THE POWER TO CHLORINE AND ACID 3.4. WIFI UNK KIT(FOR WIRELESS CONNECTION TO INTERNET AND CONTROL PLAN FEEDERS SHALL SHUT OFF ALSO.) FROM MOBILE DEVICES) 3. INTERLOCK ALL CIRC. PUMP,JET PUMP,HEAT CONTROLS,AND UNDERWATER 3.5. INTELLICENTER EXPANSION PANEL(S)AS NEEDED FOR ADDITIONAL RELAY LIGHTS WITH SPA CONTROLLER. CIRCUITS. 4. INTERLOCK IN-HOUSE CONTROLLER WITH SPA CONTROL PANEL. 3.6. OTHER ACCESSORIES AS REQUIRED. SHEET NUMBER S P4OO RECEIVED 04/07/2022 1 ® I OI OI ® OI ® I OI ® I O OCOPYRIGHT DESIGNWORKSHOP.INC.ASPEN BUILDING DEPARTMENT 0 I 0 I 0 I o I 0 I © I 0 I 0 I ® NOTE: NOTE: -FLOOR SINK W/ DESIGNWORKSHOP AIR RELIEF VALVE DRAIN TO WASTE IF HEATER IS GREATER THAN CIRC. EQUIPMENT IS LOCATED Landscape Architecture• Land Planning BELOW WATER LEVEL, ADD PROVIDED AT THE HIGH PRESSURE O NOTE: Urban Design • Tourism Planning 200,000 BTU IT SHALL BE 11 9 POINT OF THE SYSTEM GAUGE (SEE MECHANICAL MECHANICAL SCOPE FOR REFERENCE ASME CODE STAMPED & ISOLATION VALVES ON EACH Asheville•Aspen•Austin•Chicago•Denver•Dubai REGISTERED BY THE NAT'L PIECE OF EQUIPMENT. CARTRIDGE AND CIVIL DWGS.) NOTES: POOL CONTRACTOR MECHANICAL CONTRACTOR SCOPE ONLY. THE FINAL DESIGN OF THE Houston•Lake Tahoe•Los Angeles•Shanghai 13 THERMOMETERS 1. CONSTANT FLOW THROUGH SCOPE ~ I~ (UNLESS OTHERWISE NOTED) MECHANICAL SIDE OF THE HEAT BOARD OF INSPECTORS. FILTER n_oc a COLD SIDE OF HEAT EXCHANGER 120 East Main Street HEAT PRESSURE C, EXCHANGER SHALL BE BY MECHANICAL.2. HEAT EXCHANGER SHALL BE RETURN SHOWN FOR DESIGN COORDINATION Aspen,Colorado 81611 EXCHANGER / TO SPA PURPOSES ONLY SEE MECHANICAL 970 925-8354 ® NOTE: GAUGE x a COMPATIBLE WITH CHLORINATED ( ) IDENTIFY ALL PLUMBING 11 N o a CORROSIVE WATER. ACID DRAWINGS. ACTUAL CONTRACTOR SCOPE (970)920-1387 MUST BE BY A COLOR HEAT SUPPLY / 3. IF SPA IS EQUIPPED WITH A MAY VARY - WORK AND MATERIALS TO W W W.D E S I G N W O R K S H O P.0 O M CODE OR LABELS ON LINE (N.I.C.) / SALT TYPE CHLORINE GENERATOR HIGH LIMIT SENSOR (130' MAX.) BE PROVIDED PER PROJECT ALL PIPING AND HEAT EXCHANGER SHALL BE CHEMICAL • CONTRACT/SUB CONTRACT AGREEMENTS. ,"'''pWater VALVES. INCLUDE FLOW FLOWMETER S COMPATIBLE WITH SALINE WATER � I CHECK VALVE Design DIRECTION ARROWS. THERMOMETER 12 1"0 EVACUATION PIPE (TITANIUM). INJECTION - (FOR BYPASS VALVE) 4. SENSORS SHALL BE Inc. NOTE: COMPATIBLE WITH CHLORINE/ACID. CHLORINE 1 I is• • 1 6740 South 1300 East.Suite 110 13 FACE PIPING TO BOILER - INSTALL FLOWMETER WITH MAIN DRAIN PIPE III UNION - Salt Lake City,Utah 84121 10 X PIPE DIAMETERS OF 14 = il 1 O (POOL SIDE BY PC. Phone:801.26.4009 STRAIGHT PIPE UPSTREAM FROM BOILER AND 5 X PIPE DIAMETERS CHLORINE FEED SKIMMER PIPE \Ts.l • \` -\ BOILER SIDE BY MC.) OF STRAIGHT PIPE PUMP NOTE: , THREE WAY FLOW DOWNSTREAM. (OR PER VACUUM 0 POOL CONTRACTOR SHALL PROVIDE FILTER RETURN PIPE CONTROL VALVE 4 THERMOMETER MANUFACTURER'S GAUGE ADDITIONALM SENSING WELLS AND (POOL SIDE BY PC. TEMPERATURE SENSORS AS BOILER SIDE BY MC.) INU RECOMMENDATIONS) CHLORINE REQUIRED TO MONITOR THE SPA SPA CONTROLLER NOTE: CIRC. PUMP W/ HAIR �� 0 MAXIMIZE DISTANCE ' ) ACID FEED AND LINT STRAINER WATER TEMPERATURE THROUGH POOL I TS� TEMP SENSORINU • THE SPA CONTROLLER CIRCULATION (BY MECHANICAL) BETWEEN OZONE AND ACID PUMP CHLORINE INJECTION CHEMICAL PUMP POOL CONTRACTOR TO PROVIDE PIPING, UNIONS �, AND VALVE TO AND FROM HEAT EXCHANGER Ce CONTROLLER NOTE: FROM SPA (COPPER OR CPVC) INCLUDING WELLS IN PIPING FS? FLOW SENSOR W NOTE: FEED LINES) INSERTED IN THE CHEMICAL STORAGE FOR SENSORS (TYPICAL ON SPA SIDE OF HEAT (BY MECHANICAL) I O INTERLOCK THE DRUM(S) SHALL UTILIZE A VAPOR SHIELD/CHECK VALVE EXCHANGER). PIPE TYPE, SIZE AND FLOW CIRCULATION PUMP WITH TEE ASSEMBLY TO PROVIDE AIR TO THE TANK. DRUM DETERMINED PER THE HEAT EXCHANGER MFR. • ALL SANITATION SYSTEMS. PLUGS LEFT OFF FOR AIR SUPPLY NOT ACCEPTABLE. Q 1 Z SPA CIRCULATION EQUIPMENT SCHEMATIC HEAT EXCHANGER SCHEMATIC - W O SCALE:NONE SCALE:NONE _1 CHEMICAL O POTABLE WATER LINE WITH REDUCED CHLORINE FEED FLEXIBLE CONTROLLER NOTE: Z Z PRESSURE PRINCIPLE BACKFLOW PRESSURE HEX pH CONTROL FEED CHLORINE PERISTALTIC TUBING (TYP.) MOUNT FEED PUMPS UI) PREVENTER AS REQUIRED PER LOCAL FILTER METERING PUMP ACID PERISTALTIC ON WALL (TYPICAL). C W © CODES AND SHUT OFF VALVES (BY METERING PUMP W b PLUMBING CONTRACTOR) CHEMICAL COMPATIBLE `f EH FLEXIBLE a b BALL VALVES (OMNI one TUBING (TYP.) 0 PUMP TO POOL/SPA OR EQUAL) TYPICAL RIGID CHEMICAL PIPING (TYP) NOTE: POOL 1„ SOLENOID VALVE BY r . FEED LINE(S) INSERTED IN THE THE 00 CONTRACTOR POOL CONTRACTOR FLOWCELL l Q FLOW— FLOW— CHEMICAL STORAGE DRUM(S) SHALL SHALL EXTEND ASSEMBLY , . UTILIZE A VAPOR SHIELD / CHECK CO PIPING TO EACH AUTOMATIC WATER 15 WITH �«6�"�' �j EQUIPMENT VALVE TEE ASSEMBLY TO PROVIDE AIR ♦^ SPACE FLOOR ♦C/ CIRCULATION LEVEL CONTROLLER STRAINER FLOWSWITCH 0• . �� TO THE TANK. DRUM PLUGS LEFT OFF SYSTEM BASKET INTERLOCKING n _•__ wmileanimilmnimigimm�= FOR AIR NOT ACCEPTABLE. []ii `'' �j MANUAL VALVE BY INPUT FROM WATER LEVEL 3/4"0 SCHEDULE 80 PVC 3/4"0 SCHEDULE 80 3/4" SCHEDULE 80 PVC PIPE TO THE / POOL CONTRACTOR SENSOR LOCATED IN I I PIPE FROM CHLORINE PVC PIPE FROM TANK ACID INJECTION POINT IN RETURN LINE STORAGE TANK STORAGE TANK AFTER HEAT EXCHANGER. SEE CIRCULATION ." COVER BOX ': EQUIPMENT SCHEMATIC. 'VC; 0 FILL PIPE, EXTEND TO - 3/THE4" SCHEDULE CH ORINE INJEC PVC PIPE TO CTION PO NT IN NOTE: NOTE: t ' -39476 = ANCHOR CHLORINE AND ACID ` SUCTION SIDE OF CIRC. k RETURN LINE AFTER HEAT PROVIDE CHEMICAL PIPING TUBING a- PUMP -LOCATE FEED LINES TO WALL AND/OR / Ih EXCHANGER. SEE CIRCULATION CEILING. PROVIDE ANCHORS AT CONTENT IDENTIFICATION AND FLOW �I.` UPSTREAM OF VALVE ON FROM f 1/2" SAMPLE STREAM EQUIPMENT SCHEMATIC. DIRECTION MARKINGS. ,`.NAt. ` MAIN DRAIN POOL/SPA TO SUCTION SIDE OF PUMP / 3'-0" C.C. MAX. POTABLE WATER FILL SCHEMATIC CHEMICAL SYSTEM SCHEMATIC CHEMICAL FEED SYSTEM DETAIL 1 ISSUE DATE: 12/10/2021 SCALE:NONE SCALE NONE SCALE:NONE SP410 REVISIONS # DATE DESCRIPTION #8 AWG SOLID TO ELECTRICAL EQUIPMENT EQUIPOTENTIAL BONDING GRID AROUND SPA CONDUCTOR (OR LARGER) ASSOCIATED WITH THE SPA NOTE: PERIMETER. IF DECK REINFORCEMENT IS „ BRONZE BONDING CLAMP N.E.C." ON THIS DETAIL REFERS TO re BRONZE CONNECTORESSURE "A(%-'S`, #8 AWG SOLID NOT AVAILABLE OR IS ENCAPSULATED, USE 2020 NATIONAL ELECTRIC CODE (NFPA BARE #8 AWG SOLID CONDUCTOR (MIN.), �! '_t�.l�,'. ANNULAR 70), ARTICLE 680. WATER DESIGN INC. RAN AROUND SPA AND UNDER DECK PER L METAL ITEM v,,4.4 CONDUCTOR (OR LARGER) STAINLESS TAKES NO EXCEPTION TO USE OF N.E.C. REQUIREMENTS TO BONDING FEATURES, © SPACE CURRENT ADOPTED CODE, IF PERMITTED BONDING LUG REBAR STEEL BOLT NOTE: AS REQUIRED BY N.E.C. CASING BY LOCAL BUILDING AUTHORITY, OR AS ENNENNEENNEENNENNENNENNENNEENNENNELINENNENNE a\ USED BY ELECTRICAL ENGINEER. BONDING SHOWN IN HOLE DIA. �� PRESSURE EXTEND BONDING WIRE TO (3 1JE PLATE 1"4 WATER 2 TIMES PIPE DIA. DIAGRAMMATIC FORM TO I� .. DRAWN: JW REVIEWED:MA e , EVACUATION LINE INDICATE WORK TO BE DONE �� qwn�� o Z ME EQUIPMENT ENCLOSURE PIPE Qo� AIR GAP 6" MIN. AIR GAP NOTE: RATHER THAN SHOW EXACT �� SPA I - �� CENTURY LINE �� .0 mV WALL SLEEVE BOND ALL EQUIPMENT AND METAL ROUTING AND LOCATIONS. •�� REINFORCEMENT �� 7 SLOPE FLOOR 1/4" ITEMS IN OR NEAR THE SPA WITH •• III (NOT FULLY SHOWN III IIM LJI RUBBER DRILLED HOLE ,� PER FT. TO DRAIN A #8 AWG SOLID CONDUCTOR. MP MI i�l ii Building Permit OR CORE 1 GRATE SEALANT �,,,,,, INCLUDING: ANCHORS, COVER, BOND SPA REINFORCEMENT :: ::; FOR CLARITY) �.: :: TO EQUIPOTENTIAL GRID IN Q"'': I d. SOIL SIDE NOTE: NM �p ]IIII•• .�� r�.�.- REINFORCEMENT, DECK GRID, DECK AT FOUR UNIFORMLY NE �� SPA CIRCULATION, OF WALL rt- -z- MECHANICAL ENGINEER TO PUMPS, HEATERS, ETC. �� '� �� EQUIPMENT INSIDE PIPE FLOOR DETERMINE EXACT DRAIN REQUIREMENTS OFN.E.C. NM IIIIIIIIIIIIIIII� i��EN�.. �� EQUIPMENT ENCLOSURE I SINK/DRAIN SEE DIMENSIONS & PIPE SIZE. NE _ IMMENNE�� PROJECT NUMBER:6183 :ma MECHANICAL NOTE: NE �tta�om��Et•NEN �� (E.G. PUMP, HEATER, FILL WITH (SEE MECHANICAL ELECTRICAL SCOPE SHOWN FOR NE -��z�i N. ETC.). BOND SPA PRESSURE I.,7:' DRAWINGS riorulreo.��►� EN PLATE °': ' ' II' NON-SHRINK DRAWINGS) REFERENCE ONLY. THE PROJECT Nmsm��wu��im��i■_..��m��m��i-NN CIRCULATION EQUIPMENT GROUT TRAP SEE ELECTRICAL ENGINEER (DESIGN PER THE REQUIREMENTS LINE TO APPROVED WASTE SEE BOND ALL METAL NOZZLES, LIGHTS, OF N.E.C. STAINLESS VAULT WALL MECHANICAL MECHANICAL DRAWINGS SUPPLIER) SHALL BE RESPONSIBLE POOL COVER METAL PARTS, CIRCULATION 0 STEEL BOLT DRAWINGS FOR ALL REQUIRED ELECTRICAL DESIGN. EQUIPMENT DETAILS MOTORS, ETC., AS REQUIRED BY N.E.C. TO SPA REINFORCEMENT LINK SEAL DETAIL FLOOR SINK DETAIL 3 TYPICAL BONDING SCHEMATIC 4 SHEET NUMBER SCALE 11/2'-1'-0' SP410 SCALE:1/2'=T-0' SP410 SCALE:NONE SP410 S P410 RECEIVED 04/07/2022 OO 1 0 I 0 OO I OO I 0 O I 0 I 0 ©COPYRIGHT oesiSNWORKSHOP.INC.ASPEN BUILDING DEPARTMENT O 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 O _ COPING SEE SHEET SP200 AND DESIGNWORKSHOP 1/2" WIDE "DECK-O-SEAL" LANDSCAPE ARCHITECT PLANS SPA STRUCTURAL ITEMS: Landscape Architecture• Land Planning JOINT SEALANT AND Urban Design• Tourism Planning "DECK-O-FOAM" EXPANSION COVER TRACK Asheville•Aspen•Austin.Chicago•Denver•Dubai JOINT BY DECK CONTRACTOR 1. POOLS AND SPAS BUILT USING THIS PLAN SHALL CONFORM TO APPLICABLE DESIGN CODES(E.G.THE MOST Houston.Lake Tahoe•Los Angeles.Shanghai 1/2" WIDE "DECK-O-SEAL" JOINT MFG.: W.R. MEADOWS BAND OF CURRENT INTERNATIONAL BUILDING CODE[IBC])AS ADOPTED BY THE CITY AND COUNTY WHERE THE POOL IS FROSTPROOF TILE BEING INSTALLED. 120 East Main Street SEALANT AND "DECK-O-FOAM" 2. THE FOLLOWING CODES WERE USED AS A BASIS FOR POOL DESIGN:THE INTERNATIONAL BUILDING CODE,ACI Aspen,Colorado 81611 BENCH EXPANSION JOINT BY DECK 318, ACI 318.2,ACI506R(GUIDE TO SHOTCRETE),ACI COMPILATION NO.6. ALL WORK SHALL BE IN STRICT p MIN. 2" WIDE ACCORDANCE WITH THE LATEST EDITION OF LISTED CODES AND LOCAL ORDINANCES. THE MOST STRICT CODE (970)925-8354 (BEYOND) CONTRACTOR MFG.: W.R. MEADOWS DECK WATER CONTRASTING TRIM TILE SHALL TAKE PRECEDENCE. (970)920-1387 NOTE: LEVEL ON EDGE OF EACH STEP 3. POOL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE. THE ENGINEER SHALL BE COPING WATER 10DECK SEE LANDSCAPE AND CONSULTED IF ANY SURCHARGE OR CONDITIONS DIFFER FROM DETAILS SHOWN HEREIN. W W W.D E S I G N W O R K S H 0 COM M LEVEL STRUCTURAL DRAWINGS FOR =BEMrrrrrammilw 4. POOL CONTRACTOR SHALL BE RESPONSIBLE TO ASSURE ALL DIMENSIONS AND SETBACKS OF THE POOL CONFORM _ TO THE REQUIREMENTS OF THE APPROVING BUILDING OFFICIALS FOR THE LOCATION WHERE THE POOL IS BEING ,'....DBOND TTI V A M-- NOTE: DECK/COPING DETAILS. IIIWAIIIIIIMI BUILT.THIS INCLUDES BOTH EXISTING STRUCTURES AND PROPERTY LINES. Water _ © SEE LANDSCAPE AND II 5. THE POOL MUST BE FOUNDED ENTIRELY IN SUITABLE ORIGINAL UNDISTURBED NATIVE SOIL OR FOUNDED ENTIRELY Design !III �� II STRUCTURAL DRAWINGS FOR 1/2" BOND N IN COMPACTED FILL SOIL WHICH HAS BEEN COMPACTED TO 95%RELATIVE DENSITY.COMPACTED ALL SOIL MUST Inc. (TYP.) '1 llll I BE CERTIFIED BY A LICENSED SOILS ENGINEER. i DECK/ COPING DETAILS. BREAK 6. SOILS FOR POOLS SHALL HAVE A MINIMUM SOILS BEARING VALUE OF 1500 LBS. PER SQUARE FOOT.THE POOL �:t':�� I CONTRACTOR IS RESPONSIBLE FOR SUBGRADE PREPARATION SO THAT SETTLEMENT IS NEGUGIBLE TO AVOID 6740 South 1300 East.Suite 110 PROVIDE ;nz NOTE: m UNANTICIPATED STRESS ON CONCRETE WHICH CAN CAUSE CRACKING. - Salt Lake City,Utah 84121 -i n hamssom . _ I SPA SUPPORT STRUCTURE I 7. THE ENGINEER HAS NOT INSPECTED THE SITE AND IS RELYING ON INFORMATION PROVIDED BY THE CONTRACTOR WATERPROOFING, �I SEE STRUCTURAL SUPPORT Phone 801.26.4009 DRAIN BOARD, AND � � (SEE STRUCTURAL DWGS.) I - OR OWNER TO DETERMINE THE ADEQUACY OF THIS DESIGN FOR ACTUAL SITE AND SOIL CONDITIONS.THE OWNER °-° II;11--11. VAULT WATERPROOFING IS RESPONSIBLE FOR DETERMINING ALL SUBSURFACE SOIL CONDITIONS INCLUDING,BUT NOT UNITED TO,THE PROTECTION FABRIC _NOTES SHEET SP200. NOTE: RillEXISTING SOIL TYPE AND PROPERTIES,AND SUBSURFACE WATER CONDITIONS.IF THE OWNER DOES NOT CONSULT A UCENSED GEOTECHNICAL ENGINEER FOR SITE SPECIFIC RECOMMENDATIONS,THE OWNER IS SOLELY SEE STRUCTURAL SUPPORT RESPONSIBLE FOR WARRANTING THE ADEQUACY AND CONFORMANCE OF THIS DESIGN TO ALL SUBSURFACE AND PROPERLY VAULT WATERPROOFING SOIL CONDITIONS ON THIS PROJECT. SHOULD SOIL TYPES AND/OR SITE CONDITIONS VARY FROM THOSE SPA SUPPORT STRUCTURE COVERED BY THIS DESIGN,IT IS THE RESPONSIBILITY OF THE OWNER TO NOTIFY THE ENGINEER AND OBTAIN PREPARED SOILS NOTES SHEET SP200. � APPUCABLE SPECIAL ENGINEERING DETAILS AND RELATED BUILDING PERMIT PRIOR TO CONSTRUCTION. LLI 12" 10'-2" 12" (SEE STRUCTURAL DWGS) I a� �MEI PROVIDE WATERPROOFING, 8. POOL CONTRACTOR SHALL PROVIDE ALL BACK FORMING,SHORING,AND BOND BREAKS BETWEEN POOL SHELL DRAIN BOARD, AND AND VAULT AS REQUIRED. 10 PROVIDE DRAINS IN ENVELOPE. PROTECTION FABRIC 9. POOL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO PLACING CONCRETE. LLI PROVIDE DRAINS IN ENVELOPE. EXTEND TO APPROVED WASTE. 10. SHOTCRETE SHALL BE MACHINE MIXED SUCH THAT THE 28 DAY COMPRESSIVE STRENGTH IS 4000 PSI. 12" 12" SHOTCRETE SHALL BE KEPT CONSTANTLY WET FOR 14 DAYS MIN. BY OWNER.NOTE THAT PROVISIONS SHALL BE EXTEND TO APPROVED WASTE. (SEE CIVIL DWGS.) ADD #4's ® 6" MADE TO HOLD THE REINFORCING BARS IN PLACE DURING PLACEMENT OF SHOTCRETE TO MAINTAIN CLEARANCE (SEE CIVIL DWGS.) O.C.E.W. AT STEPS BETWEEN THE STEEL AND THE FACE OF CONCRETE IN ACCORDANCE WITH THE IBC CODE REQUIREMENTS. 11. REINFORCING BARS SHALL BE DEFORMED INTERMEDIATE GRADE AND CONFORM TO ASTM DESIGN,A615,GRADE AS O INDICATED ON THE REINFORCING SCHEDULE.THE REINFORCING BARS SHALL BE LAPPED A MINIMUM OF 40 BAR DIAMETERS. SPA SECTION A SPA STEP DETAIL B 12. THE REINFORCING STEEL CALLED OUT IN ALL STEEL AND SHOTCRETE SCHEDULES IS FOR TOTAL STEEL. 13. DEFINITION OF"ALTERNATE STEEL"IS THE 1st,2nd,AND 3rd VERTICAL REBARS ADDED TO EACH 12 INCH GRID I 1 SCALE.1/4'=r Z v 14. ALL REINFORCING STEEL SHALL BE IN PLACE BEFORE CONCRETE PLACING IS COMMENCED AND SHALL BE NEW, 44 - FREE FROM DIRT,OIL PAINT AND MILL SCALE AND SHALL BE POSITIONED AND OF THE SIZE INDICATED ON THE - O DRAWINGS,AND SHALL BE SECURED BY NOT LESS THAN 16 GAUGE ANNEALED TIE WIRE.ALL REINFORCEMENT 1-1-1 LLJ BARS SHALL BE DETAILED,BOLSTERED AND SUPPORTED IN ACCORDANCE WITH ACI STANDARD 315.PROVIDE J CONCRETE COVER FOR REBAR AS FOLLOWS: Q O Z - CONCRETE CAST AGAINST AND PERMANENTLY IN CONTACT WITH GROUND-3.00 INCHES; - CONCRETE CAST AGAINST FORM, BUT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND,#5 BARS AND NOTE: SMALLER- 1.50 INCHES; M SEE COVER BOX DIMENSION WALK ON COVER LID WITH NOTE: - CONCRETE CAST AGAINST FORM, BUT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND,#6 BARS AND COPING INLAY (PER LANDSCAPE SEE STRUCTURAL LARGER-IF ALLOWED IN ACCORDANCE WITH 2015 IBC,SECTION 1908-2.00 INCHES. Ce Z Z (4) #4 BARS CONT. PLAN AT RIGHT. 15. ALL PIPING SHALL MAINTAIN A MINIMUM ONE AND A HALF(1 ]")INCH CLEARANCE FROM VERTICAL REINFORCING W AT BOND BEAM ARCHITECT DRAWINGS) SUPPORT VAULT STEEL BARS. WATERPROOFING 16. ALL STEEL&ELECTRICAL ITEMS IN OR NEAR THE POOL SHALL BE BONDED&GROUNDED IN ACCORDANCE WITH LLJ a ® COPING SEE SHEET SP200 AND BARS CONT. AT NOTES SHEET SP200. THE MOST CURRENT NATIONAL ELECTRIC CODE(N.E.C.)ARTICLE 680 OR CURRENT ADOPTED N.E.C. (n 1/2" WIDE COPING (4) #41 2 WIDE NOTES 17. ALL CONCRETE PLACEMENT WORK SHALL BE IN ACCORDANCE WITH ACI-301 AND ACI-302.WHEN CONCRETE IS LANDSCAPE ARCHITECT PLANS / JOINT SEALANT AND DROPPED BOND BEAM JOINT SEALANT AND PLACED DURING HOT WEATHER CONFORM TO ACI 305R.WHEN PLACED DURING COLD WEATHER CONFORM TO ACI "DECK-O-FOAM" EXPANSION DECK 0 FOAM" EXPANSION 306R. BAND OF FROSTPROOF TILE 18. THE STRUCTURAL ASPECT OF THE DESIGN CONTAINED ON THIS PLAN COVERS ONLY THE WATER FEATURE JOINT BY DECK W.R.CMEADOWSCWR #3 TIES AT 12" C.C. 2'-1" JOINT BY DECK CONTRACTOR STRUCTURES WHOSE DESIGNS ARE SHOWN ON THIS PLAN(UNLESS OTHERWISE NOTED).IT DOES NOT INCLUDE MFG.: R. MFG.: W.R. MEADOWS 2'-1" DESIGN FOR ANY OTHER STRUCTURE OR CIVIL ELEMENT INCLUDED IN THIS PROJECT. 12" WATER LEVEL ` 19. POOLS SHALL NOT BE LOCATED WHERE GROUND WATER EXISTS ABOVE BOTTOM OF POOL DURING HIGH WATER DECK /� TABLE OCCURRENCES UNLESS TWO(2)HYDROSTATIC PRESSURE RELIEF VALVES ARE INSTALLED AT THE LOW WA MIN. 2" WIDE CONTRASTING io _ A. ®5V.BlBBV45l/®i��i � POINT IN THE POOL TRIM TILE ON EDGE OF BENCH ', = iL) w //`/�G�� _ I li IF"'- THE DESIGN CONTAINED ON THIS PLAN IS NOT APPROVED FOR: � '� I'�`+' O #4's ® 6" O.C.E.W. • w A) AREAS WITH COLLAPSIBLE SOILS OR EXPANSIVE SOILS WITH EQUIVALENT FLUID PRESSURES ABOVE THE STATED O_g EQUIVALENT FLUID PRESSURES ON THE REBAR SCHEDULE. IF THESE TYPES OF SOILS ARE PRESENT,ADDITIONAL #3 TIES AT I "- "in �ri AT COVER BOX 7 SOILS ANALYSIS AND ENGINEERING IS REQUIRED. NOTE: 12" C.C. B) COVE RADIUS(TRANSITIONAL RADIUS BETWEEN WALL AND FLOOR)OTHER THAN THAT SHOWN ON POOL DRAWINGS. SEE STRUCTURAL L11_• 111 #4's ® 12" ��0111111 #4'S © 12" O.C.E.W. IF SITE CONDITIONS AND/OR EXCAVATION TECHNIQUES ARE NOT SUITABLE FOR WALL CONSTRUCTION PER THESE SUPPORT VAULT # _ #4's ® 12" O.C.E.W. AT ; BES' DRAWINGS AND COVE RADIUS NEEDS TO BE ALTERED,ADDITIONAL ENGINEERING IS REQUIRED. ' 4'S CO 12" BENCH 21. ENSURE ADEQUATE DRAINAGE OF SITE AND DECK WATER SO THAT HYDROSTATIC PRESSURES CAN'T BUILD UP ' WATERPROOFING O.C.E.W. �� 11 O.C.E.W. AT 2" CLR. �1 12" BEHIND AND AROUND THE POOL WALLS.PROVIDE DRAIN BOARD,DRAINS,OR OTHER MEANS OF PREVENTING NOTES SHEET SP200. `I BENCH J BUILD UP OF HYDROSTATIC PRESSURES BETWEEN THE POOL STRUCTURE AND THE VUALT/ENVELOPE. SIT/�'•,, 2" CLR. TrN 22. BOTTOM OF ALL POOL FOOTINGS SHALL BE AT LEAST 2 FEET 6 INCHES BELOW GRADE OR BELOW FROST LEVEL. J 4RH'"Q"'= Ii `h �� 1/2" BOND BREAK 111 AUTOMATIC WHICHEVER IS DEEPER. 1],`` �r Fa �� -,- 1/2" �� SPA COVER 23. ALL CEMENT FOR CONCRETE WORK SHALL CONFORM TO REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR " ° BOND BREAK THE"PORTLAND CEMENT',SERIAL DESIGNATION C-150 OF THE ASTM AND SHALL BE TYPE 1 OR AS OTHERWISE C Ai STRUCTURAL SUPPORT COVER BOX DIMENSION PLAN REQUIRED IN A SOILS REPORT. 31i478 • ` SPA STRUCTURAL SUPPORT #4's ® 12" Millailr„- fi II� ENVELOPE (SEE 24. WATER USED IN CONCRETE SHALL BE POTABLE.CALCIUM CHLORIDE,ALUMINUM CONDUIT,PRODUCTS CONTAINING II I (SEE STRUCTURAL DWGS.) ` 1 III STRUCTURAL DWGS.) ALUMINUM OR ANY OTHER MATERIAL INJURIOUS TO CONCRETE SHALL NOT BE USED IN CONCRETE. /ONA%. O.C.E.W. TOP AND NOTE: 11I #4's ® 12" O.C.E.W. BOTTOM MATS 18" PROVIDE DRAIN SYSTEM IN ""'.,.,.,,,,•'^ PROVIDE WATERPROOFING, DRAIN rill TOP AND BOTTOM MATS PROVIDE WATERPROOFING, DRAIN COVER BOX TO PREVENT BOARD, AND PROTECTION FABRIC N BOARD, AND PROTECTION FABRIC WATER ENTERING SOILS NOTE: NOTE: NOTE: BEHIND SPA SHELL. ALSO ISSUE DATE: 12/10/2021 PROVIDE DRAINS IN ENVELOPE. ENCASE ALL PIPING AT SEE STRUCTURAL SUPPORT ENCASE ALL PIPING AT PROVIDE DRAINS IN ENVELOPE. SEE CIVIL DWGS. STANDARD REBAR AND SHOTCRETE SCHEDULE EXTEND TO APPROVED WASTE. WALL AND FLOOR OF SPA VAULT WATERPROOFING WALL AND FLOOR OF EXTEND TO APPROVED WASTE. ASTM A615 GRADE 40 REVISIONS (SEE CIVIL DWGS.) IN SHOTCRETE. NOTES SHEET SP200. SPA IN SHOTCRETE. (SEE CIVIL DWGS.) 1. U.O.N.SPA FLOOR THICKNESS SHALL BE EQUAL TO 15". - # DATE DESCRIPTION 2. SPA FLOOR REINFORCEMENT SHALL BE: • FOR FLOOR THICKNESS UP TO 15"TOP AND BOTTOM MATS-#4'S012"C.C.E.W.; SPA WALL SECTION C SPA WALL SECTION AT AUTO COVER LOCATION D • FOR FORNALCH HTADDIT ONAL 8"2"O CTCEHIWCKNESS,OR FRACTION THEREOF,ADD AREA OF REINFORCEMENT SCALE 1/2'=1'-0' SCALE:1/2'=r-0" 3. SPA WALL VERTICAL REINFORCEMENT IS CALLED OUT ON DETAILS. IF SPA WALL THICKNESS IS INCREASED SP500 SP500 DUE TO FIELD CONDITIONS,AMOUNT OF VERTICAL REBAR IN THAT AREA SHALL BE INCREASED TO PROVIDE AT LEAST 0.2%REINFORCEMENT RATIO. 4. SPA WALL HORIZONTAL REINFORCEMENT IS CALLED OUT ON DETAILS. FOR EACH ADDITIONAL 3"OF THICKNESS,OR FRACTION THEREOF,ADD AREA OF REINFORCEMENT EQUIVALENT TO#4'S012"C.C.E.W. WATER LEVEL WATER LEVEL WALK ON WATER LEVEL DECK COVER LID DECK DRAWN: JW REVIEWED:MA BACK JET � I , row Ells BACK JET IIIII PROVIDE HANDHOLD AROUND SPA PER ISPSC 323.1. - _`Ij� 7h � SAFETY COVER - IL. Building Permit o rILI � BACK JETmmCALF JETJllmIIIIIIIN SEE SPA STRUCTURAL VAULT WATERPROOFINGPROJECT NUMBER:6183 18 AND DRAINAGE REQUIREMENTS ON SHEET SP200. a.: =ill III Ill,ilr n SECTIONS AND p STRUCTURAL DETAILS GREG'S SEAT JET DETAIL E JEN'S SEAT JET DETAIL F END SEAT JET DETAIL G SCALE:1/2'4-01 SP500 SCALE:1/2'-1-0' SP500 SCALE:1/2'-r-o' SP500 SHEET NUMBER S P 5 0 0 RECEIVED 04/07/2022 1 OI OI OI OI 0 I 0 OI 0 O OCOPYR:GHT NEeIG NWORKNHOP.INC.ASPEN BUILDING DEPARTMENT 01 1 © 1 OO 1 ® 1 CO 1 © 1 0 1 © 1 0 DESIGNWORKSHOP COVER TRACK 1/2" WIDE "DECK-O-SEAL" JOINT Landscape Architecture• Land Planning JUNCTION BOX. J-BOX SHALL BE LISTED AS SEALANT AND "DECK-O-FOAM" Urban Design. Tourism Planning BAND OF EXPANSION JOINT BY DECK JUNCTION BOX A SWIMMING POOL JUNCTION BOX AND SHALL Asheville.Aspen.Ausiin.Chicago.Denver.Dubai FROSTPROOF TILE CONTRACTOR MFG.: W.R. MEADOWS SEE DETAIL 4'-0" MINIMUM COMPLY WITH THE CONDITIONS AS STATED IN Houston.Lake Tahoe.Los Angeles.Shanghai THIS SHEET THE 2020 NEC ARTICLE 680.24. (UL 1241). HYDROTHERAPY JET - z WATER LEVEL 120 East Main Street DECK BY DECK DECK COVER PLATE BY ELECTRICAL CONTRACTOR. WATER LEVEL �� Aits CONTRACTOR mQ® Ai LOCATE J-BOX AT EDGE Aspen,Colorado 81611 =I1 -III=1" III=III=1 OF DECK OR WALL. MIN. (970)925-8354 1,w�►�� II1=1II •• (970)920-1387 1 MI AIRLINE TO AIRPORT z 11 •1•• •• 4' 0" FROM WATER'S EDGE MIN. 2" WIDE ,'�!�I (ROUTED BELOW 18" MINIMUM W W W.D E S G N W O R K S H O P.0 O M CONTRASTING TRIM TILE WATER LEVEL) ON EDGE OF BENCH - • •I GROUND WIRE & CONNECTION BY Water RETURN WATER JET RETURN PIPE o ELECT. CONTRACTOR PER THE 2017 —' �� Pil/ NEC ARTICLE 680, OR CURRENT Design INLET FITTING •eJ.r_pt.."'` p Inc. PVC CONDUIT TO ADOPTED ELECTRICAL CODE. 1/2" BOND BREAK HEAT & BEND PVC 6740 South 1300 East.Suite 110 SPA FINISH �• CONDUIT AND LAY TRANSFORMER AND CONDUIT & WIRING FROM ,� Sat Lake City,Utah 84121 s ``- SPA SUPPORT STRUCTURE UNDER DECK (BY JUNCTION BOX BY POWER PANEL BY �Er RETURN PIPE r •<.. (SEE STRUCTURAL DWGS.) ELECTRICAL ELECTRICAL MUM V COLORED ELECTRICAL CONTRACTOR r Phone=801.26.4009 CONTRACTOR. PROVIDE MUM LED LIGHT PER THE 2020 NEC 8" MIN. PROVIDE DRAINS IN I. CONTRACTOR) BONDING WIRE IN SUPPORT STRUCTURE. III-III-w=lli ICI -ARTICLE 680, OR CURRENT ABOVE SPA PROVIDE WATERPROOFING, CONDUIT PER THE 2020 =1i1 iii=lil 2"0 PVC ADOPTED ELECTRICAL CODE. pi COPING ELEVATION EXTEND TO APPROVED I NEC - ARTICLE 680, NICHE/SLEEVE WASTE. (SEE CIVIL DWGS.) DRAIN BOARD, AND OR CURRENT ADOPTED 15" W PROTECTION FABRIC NOTE: ELECTRICAL CODE. NOTE: GROUNDING & BONDING (MIN.) 1" PVC CONDUIT TO SEE ELECTICAL DRAWINGS AND 1 1 0. NOTE: TO BE PER THE 2020 SPECIFICATIONS FOR JUNCTION W SEE SECTIONS AND REINFORCING NOTE: NOTE: REDUCER CONE PER LIGHT FIXTURE BY SCHEDULE FOR AVERAGE SHOTCRETE ENCASE ALL PIPING AT SEE STRUCTURAL SUPPORT NEC - ARTICLE 680, / BOX AND MOUNTING BRACKET OR CURRENT ADOPTED MANUFACTURER'S ELECTRICAL CONTRACTOR MODEL NUMBERS WALL & FLOOR THICKNESS AND WALL AND FLOOR OF VAULT WATERPROOFING ELECTRICAL CODE. INSTRUCTIONS STEEL REQUIREMENTS. SPA IN SHOTCRETE. NOTES SHEET SP200. O SPA ARCHITECTURAL WALL DETAIL 1 UNDERWATER LIGHT DETAIL 2 UNDERWATER LIGHT J-BOX DETAIL 3 CO • SCALE'1/2°=1'-0' SCALE. SCALE.NONE u ce U SP600 SP600 SP600 J REMOVABLE FINISH TO 1„ FRAME AND GRATE 32" NOTE: ill O J MATCH DECK AND z WITH STAINLESS COVERS SHALL HAVE BEEN U COPING SEE LA DWGS. OVERHANG o STEEL TAMPER 1\\\\ � o = kJ 0 TESTED BY A NATIONALLY V Z COVER LEADING A- o RECOGNIZED TESTING M EDGE BAR COPING o PROOF SCREWS a LABORATORY AND COMPLY SUPPORT BRACKET N w WITH THE MOST RECENT CO W Z (VARIES PER MFR) 2' 1" COVER TRACK TRACK SYSTEM ADD 2 #3 BARS ACROSS LLJ a C EDITION OF C INSTALL PER MFG. I WATER THE WIDTH OF SUMP ASME/APSP-16 2011. INTERIOR ® RECOMMENDATIONS LEVEL "• PLUG ALL NOTE: FINISH a PRE MANUFACTURED UNUSED FOR OVERALL CHANNEL DRAIN Ce Q �� / SPA WALL WATER LEVEL SUMP PORTS A j��®�®��•�- WATERLINE 3• DIMENSIONS •AND INSTALLATION, • 1 1 2"0 PVC CO _ � � � 14 POOL FINISH SEE MANUFACTURERS / ��it TILE WATERLINE TILE INSTRUCTIONS. RETURN LINE LINE TO FITTING i" EYEBALL u_ 4 rr �1v f EMBEDDED IN 4I EYEBALL WALL ORIFICE SIZE I WALK-ON LID TO 1" • • • SPA BENCH INLET w all MATCH DECK AND OVERHANG • Co .1[.. SPA DROPPED BOND COPING (BEYOND) + e a` MM. • a BEAM WITH NOTCH COVER BAR COPING 1' °" SPA �� A AUTOMATIC BENCH - igm_IN c� o ELEVATION COVER nI. • • • 1:[.. a �' WATER LEVEL I1 °. ° ° a s 1^�'� PROVIDE DRAIN AND • JET SUCTION CIRCULATION .1 ° �' ' WATERLINE TILE a •• ADD 1 #3 BAR ALONG • EXTEND AWAY FROM TRACK LINE SUCTION LINE THE LENGTH OF SUMP • Qo SPA SHELL TO 12 7 SYSTEM ° a a • °' BOTTOM OF VERTICAL WALL i { ''; °'a SECTION. SURFACE OR 5' 0" BELOW - APPROVED WASTE, SEE ° o ° . . . a WATER LEVEL • I� 10 al:' CIVIL DRAWINGS COVER BOX DETAL TYPICAL COVER TRACK DETALS • I 'ONAL ` AUTOMATIC COVER DETAILS 4 FRAME, GRATE AND SUMP DETAIL 5 DIRECTIONAL WALL INLET DETAIL 6 SP600SP600 SP600 ISSUE DATE: 12I70/2021 SCALE 1°=1'-0' SCALE 11/2°=1'-0' SCALE 11/2°=1'0' REVISIONS AIRLINE TO AIRPORT # DATE DESCRIPTION A - ROUTED BELOW - = WATER LEVEL •FMER HEAVY-DUTY ACCESSDUTY ABS CONSTRUCTION - — a' ► NOTE: NOTE: • FLOATING WEIR AND REMOVABLE TRASH BASKET -III �i EYEBALL JET & COORDINATE EXACT LOCATION OF INSTALL AIR LINES AND AIR PORT •• MINIMUM RECOMMENDED FLOW RATE: 10 GPM 'I , RETAINING RING NOTE: AIRPORT WITH LANDSCAPE PER MANUFACTURER'S SEE SP500 - 01 , AS AN OPTION, THE 2"0 CONTINUOUS AIR LINE LOOP ARCHITECT AND STRUCTURAL. RECOMMENDATION. IF RUNNING • MAXIMUM RECOMMENDED FLOW RATE: 30 GPM —° ROUTED ABOVE JET BODY WITHOUT FOR JET SPA JET LINE MAY BE JETS ON SEPARATE PUMPS OR • 1 1/2" SLIP FIT CONNECTION ONE (1) MAIN PIPE ELEVATIONS I VENTURI LOW SPOTS (ALLOWING WATER IN AIR O INSTALLED IN THE TO AIRPORT FROM "HIDE" COVER FOR JETS INSTALLED ON r a TEE LINE TO GRAVITY DRAIN TO JETS). AIR REMOVABLE JET RETURN LOWER SPA ) AIR-LINE LOOP DIFFERENT ELEVATIONS USE HYDRODYNAMIC LINE SHALL ALSO BE ROUTED DEBRIS BASKET WEIR PLATE FACE •TRIM 7°' LINE r�l EXTENDENCH ANDND INDIVIDUAL COMPLETELY BELOW WATER LEVEL. 2" DIFFERENT "AIRPORTS". DRAWN: JW REVIEWED:MA PLATE MUFFLERS �0AI__��is®®�% WATER LEVEL " ��; PIPES UP TO BACK JET. MIN MEI WATER LEVEL COPING / NOTE: �/ a '° I WATER LEVEL ��/A � � '\ ^" SIZE AND CUT END % % 1r11 ONE AIR LINE LOOP PER PORT N OF JET INSERT III III (6JETSMAXIMUM PER PORT). BEHIND THE BACK OFl = — — - ALLJETSON EACH PORT BE AT Building Permit l — � I DROP BOND BEAM PROVIDE PVC EYEBALL FITTING PER4a1"0 AIR LINE iL � III III= THE SAME ELEVATION AND -II WATERSTOP MANUFACTURER as a a � Yr� �f lyl— _1 OPERATED BY THE SAME PUMP. III BELOW SKIMMER FLANGE . ....... __________________ d' a L�� I vii _( POOL/SPA °. JET FITTING SUCTION LINE VENTURI AIR SUPPLY . . —III— FINISH ergo IPA = "AIRPORT" AIR INTAKE PROJECT NUMBER:6183 TO PUMP FOR LOWER JETS aA, I ;" SHALL BE ON A • a SiPA FINISH r LBOX WITHIN 2 PORTS POOL/SPA ELEVATION SEPARATE AIR LOOP 9 a . ° J =r LANDSCAPE lkil REINFORCEMENT FROM THE BACK a PER L.A. O 'I JETS a as Q I DETAILS JET WATER SUPPLY SECTION -"I III -III III- III III a III III (RETURN) PIPE SKIMMER DETAIL HYDROTHERAPY JET DETAIL 8 AIRPORT DETAIL 9 SHEET NUMBER SCALE 1'-1'-0' SP600 SCALE.1"-1'-0° SP600 SCALE 1'=1'-0° SP600 SP600 RECEIVED 04/07/2022 0 1 ® © 0 ® 1 © © © O OCOPYRIGHT OESIGNWORKSHOR INC.ASPEN BUILDING DEPARTMENT GENERAL NOTES 1. ARCHITECTURAL 100'-0"=CIVIL ELEVATION 796T-0". 2. PROPERTY LINE,BUILDING ENVELOPE,EXISTING TOPOGRAPHY, ETC INDICATED HERE ARE TAKEN FROM SURVEY DRAWINGS PREPARED BY PEAK SURVEYING,INC.(SEE IMPROVEMENT 8 TOPO SURVEY SIT.IN NW1/4SE1/4,S7,TICS,R84W 688 SPRUCE STREET). 3. CONTRACTOR TO ESTABLISH PERMANENT BENCHMARK PRIOR TO COMMENCEMENT OF WORK. 4. VERIFY FINAL LAYOUT WITH ARCHITECT PRIOR TO DEMOLITION, CLEARING,AND EXCAVATION. ` ^ 5. NO EXISTING TREES OR SHRUBS ON SITE MAY BE REMOVED OR �J, TRIMMED FOR CONSTRUCTION PRUPOSES WITHOUT PRIOR WRITTEN PERMISSION FROM THE ARCHITECT. 6. LAYOUT SITE UTILITY RUNS SO AS TO MINIMIZE THE DISTURBANCE OF EXISTING TREES AND SHRUBS.VERIFY UTILITY LAYOUT WITH ARCHITECT PRIOR TO CLEARING AND EXCAVATION. (() 7. PROTECT ALL ON-SITE VEGETATION NOT APPROVED BY THE ARCHITECT FOR REMOVAL OR TRIMMING FROM DAMAGE DURING ALL CONSTRUCTION ACTIVITY. 8. CONTRACTOR SHALL OBTAIN THE SERVICES OF A LLJ PROFESSIONAL SOILS ENGINEER WHO SHALL MAKE AN ON SITE INVESTIGATION OF THE EXISTING SOILS CONDITIONS AFTER THE STRUCTURAL EXCAVATION IS COMPLETE AND SHALL PREPARE A LETTER WITH COPIES TO THE ARCHITECT AND STRUCTURAL ENGINEER DESCRIBING SOIL CONDITIONS IN SUFFICIENT DETAIL SUCH THAT THE FOUNDATION DESIGN INDICATED ON THE DOCUMENTS MAY BE VERIFIED AS BEING ADEQUATE OR MAY BE REVISED AS NECESSARY BY THE STRUCTURAL ENGINEER. 9. LOCATE AND INSTALL FOUNDATION DRAINS,DRYWELLS AND w CATCH BASINS,ETC.PER RECOMMENDATIONS AND DETAILS OF SOILS AND CIVIL ENGINEERS. 1 \ •\ I I O 1 ` L \ 10. REFER TO LANDSCAPE DRAWINGS FOR PLANTING AND 1 \ A I I A 1 'V • A HARDSCAPE LAYOUT. 1 \ 1 \ � � 11. REFER TO CIVIL DRAWINGS FOR FINAL GRADING, & g m m g o � m \ INDICATES APE ANDLT,TOTAL AREA:471 SF UNDERGROUND UTILITIES,DRAINAGE SYSTEMS,ETC.UCTION AND CONNECTIONS. C LLI _ 3 _ — I_® I J _ -} o> _ RE LANDSCAPE AND MEP 12. CONTRACTOR TO VERIFY UTILITY INVERT HEIGHTS AS THEY RELATE TO - 1 N I 4 y 1, \ - RREMP FEE OFFSET BY 2.5 kWh SOLAR 13. ALLRAD GRADING SHALL SLOPE AWAY FROM BUILDING AT A MINIMUM _ _ 0 — — _ V 1 o V v OF 5%SLOPE. (� 1 -co V 14. ALL HARDSCAPE SHALL SLOPE AT 1/4"/1'-0'OR 2%MINIMUM. I 23.41 kWh SOLAR ARRAY,RE:ELECI`, v 1 \ '1 ��, v11111111,\ 15. FIRE ACCESS PROVIDED FROM STREET.ALL SPACES WITHIN 1 LLJ ,UTILIZING 2.5 kWh FOR RREMP OFFSET \ ) \ \\ 25'-0" BUILDING LOCATION POINT AT 150'FROM STREET. REMAINDER OF CREDIT TO BE APPLIED \ - 1 TO FUTURE PHASE.. \ \ 1 \ \ INTERSECTION OF GRIDLINES v �� 12 !\ �� FRONT YARD I "L"AND"5" LIVING TERRACE U g \ BELOW ROOF •\ \ 12\ H Allk , EXISTINGHOUSE 1 alp �i / --�� \ I \ \, . •�*Vim�#PROPOSED mom I. \ int \ I \', TERRACE ERLEVEL\ �. —�74 ESIDENCE ��®®®® pc _ 114, 2D020E 0-16 rm mu i mg IC WA 151 I Kid \— ' ,,,ill \ Avi' igir \ ISSUE: , II PERMIT � � ��l)llllllllk�l .— —— ` �v `I \ v v CUSTOM IN-GROUND `vv I. .1� •'•� PROJECT NUMBER: 10'-0" . SPA,RE:LANDSCAPE4 -- II \ �. �:\ \ CONCRETE APRON AT GARAGE \ AND SPA DRAWINGS \ 1A 1 I AUTOCOURT I`, 1 20112 REAR YARD 1112'S'-0" � I \• I 30'-0"FRONT YARD \,, \(/ \ \.. \, I,, �4 A SETBACK(ACCESSORY V Ili 1 BUILDING) V A' DRAWN BY:CCYCHECKED BY:CCY V \Ir V A ��/',ti 1 A�P ®��I`�� FACE OF FRAMING 1 I 1 \ \ 1—: - - - 'mull 1/2"FROM 30'-0• \, 1 \ 1 MN®� ,■��! FRONT YARD SETBACK LAWN'•1 — ¢9� " �� I GEAR SHED HISTORY: 1 , �� (ACCESSORY BUILDING) REVS DATE DESCRIPTION 12 I .1 \ PROPOSED WALKWAY 1 12/10/21 CHANGE ORDER#1- i_ \ \ \. \ GUEST WING TERRACE \ \ \. \ \ \ \ \ \ 4 ® V •� A A A. .\ •'v IS '•V `\ 1 7v, PROPOSED CHIP-SEAL DRIVEWAY I', 'v A \ \ 5 A A \ A V V A A _ �i ' II ,,• . , , . _ L AN O ' \ �- , \ v ,,,..,, _ ., \„ I /p:RJR.v 202952 ti .: . ", ,, \ � .0, . v ,• I ® �SF �� 1 ,\, v v v v ,v v ,v \ \ v v \ v v • y vv% v •v D AFGV A v A \ v v \ V A \ SITE PLAN SCALE 1"=20'-0' A-100 SITE PLAN O RECEIVED 1--20-0 O CM 228 Midland Avvetu'Y J72a922 Basalt,Colorado 81 97o-ev 4s2s §I I'L� �(� AttYMENT - - - - Itl III—ItI III—Itl —Itl �� tl tl +I tl F�-1+1 F1—+1—� +� � +�_� ±�_� III-1 "-I _ _ _ _ _ _ _ 111 1 1 1=1 1 1-I I I-1 I IIII III—III _ _ _ _ _ _ _ l_ _ _ _ _\ _ _ _ _ _ _ _ _ _ _ _ _ 1 -11111 _ 1 I I I III III III I I-111-111-III-III- 11- PLAN NOTES 11 III III III -III-I =4_N -11 -111—III-1 I I-1 I I-1 I I -III- < III III III III- -III-III- FOR GENERAL NOTES SEE A-000 — 2. ARCHITECTURAL 100'=796T-0" 111 0 III—III-1I CONTRACTORTO ESTABLISH PERMANENT BENCHMARK PRIOR 11 III �I H- �I H- �I�+ HI III 1 TO COMMENCEMENT OF WORK. 4. CONTRACTOR TO PROVIDE SHOP DRAWINGS NC REQUIRED BY 1111111111111111111IIIII 1 11 11111111111111 5. ALL D SPES. IM ENS IONS ARE GIVEN TO FACE OF STUD AND CONCRETE S III IIIIIIIIIIIIIIIIIIIIIIIIIII 6. WRITTEN DIMENSIONS SHALLALWAYS TAKE PRECEDENCE OVER . -300 1-111-111-111- 11-111-111-111- 11 1111-111-111-111-11 -- D ALED DIME DISCREPANCIES PLEASE T IMMESTADD T ONgNY ` ^ 0 11 111 111 1 1 11 111 111 111 111 111 111 111 111 11 I I DIMENSIONS AS NEEDED `J, O -1 1 1— 111 1 1—I 1 1-1 1 111 1— 11 1 1 1 1 1-1 1 1-1 1 1-1 1 1-1 1 7. REFERENCE LANDSCAPE PLANS FOR EXTERIOR PATIO/ 11 11 III 1 1 11 111 111 111 111 1 111 111 111 11 DRIVEWAY DEEIGN. _ 8. STRUCTURAL ELEMENTS INDICATED FOR CONTEXT ONLY,REFER I I-111 -111- 11 I- - rp� _ III III III III TO STRUCTURAL DRAWINGS. r 1 / Villatillillimi --III I I r. -300 I -I 1 1—1 1 1 1 1 1 1 1 1—I 11 1 1 1-1 1 1-1 1 1— 1 19 REFERENCE AWOL SERIES FOR WINDOWNDOW AND DOOR SCHEDULES U 10. ALL INTERIOR WALLS TO INCLUDE SOUND INSULATION,U.N.O. s9-j�1t"1- 1- p\' S _—L— —III—III—III—III—L—11 CARBON MONOXIDE AND SMOKE DETECTORS TO BE LOCATED IN = FIELD PER ASPEN MUNICIPAL CODE CH.8.15 uj • � �-303 = —III— 12 UN.OARDSCAPE SHALL SLOPE AT 1/4"/1'-0"OR 2%MINIMUM. O _ / A-202 � i ii _ �_ I 1 -I -1 I-��I 11-I 1 -11 I-III 11-1 1-I 1 I-1 1 \ ---- _ _ LI 111 1 1 111 Q -111=111=111=111 "13 = 11 - I IS° III 1 1 I I— LIGHT WELL,OPEN TO ABOVE - �_ -I ,- III- `I -111-FI ITVAI IET�ACI 1-111-1 1 111- -s_ -III II 1�1-11 _ - 11_,„ .... _ ,� - ! III-1 ICI 1=1 1=I _ —I 1= — ' —� 1 — —7;111,,...e9, ,_ _ =I 111=111=III—I yl -111=III=1 I— 5 1 1=1 1=1 1=- = Wo Of _— _- r.,,r..............,,= =w,___ � 1=1 1= 11 I),t 1 1-H tit ritr rrt1 -r 1 r 1 1 U __ �� .et� e_ -, • •209 �ITI III III—111 III-111-1 1-111—_ 4' '-__ , L —I 1 1— o Wl �' _ _ _ _ _ 1t1-1t1-111�111— RE:LANDS �/ 1-- �� 1"--1 I_I I—III- - 1 GYM I FAMILY ROOM e �_ / rrtl�tr—rfi1 I—r--�tr 6 111 1-1�1 cr, I BUNK -HI I BUNKBATH I[ - y + _ ® , I BATH BEDROOM 8 T1 O.G GARAGE ABOVE- — = -I =I I- C 1 W v- - -- it,-;54:,:;-:,-.: III 111 II L _ ® 111-111 111-111 r: � �� 11 11 III III-1 Wru —` MECHANICAL ( w�1e _-_ _ �_ 11111111111 - _UE - 1 a 1- -I I- e - - � _ ` 11 111 111 111 1 11 1111 111 111=111 111=111 o \ -- =BAR __ r ___ 1 11 - I�� I I I I I -I I= z 10,-'" L'�a PD.R. ,I - a w • •O • N y �yI Iy JI —� �.{ REAR YARD SETBACK RR E E ND AP ^'- I.4y GALLERY �n III—I r-�I —III a;- ± a CUSTOM IN GROUND SPA RE / ____ , — + 1_ 1 1 11 1 1 Ill— LANDSCAPE AND SPA DRAWINGS --T tt i ' =11 =1 - ';1I I -j =111IIIIIIIIIIII11-11 11 1-1 1 —1 1 209 SF III-III-III = --_} LAUNDR E =f -t-t-t-t-L t- - -� -_ DATE: SNOWMELT— 1111 =%1 - w-- —_ 6 1 = —_ ± = 2020-10-16 Wilf 1111////1 .�.�w� III 11— 1 1 = _ 44___r i ik ` I 1111- 111111111111111111111 11111111111 I I I II 111=111 III- ISSUE: 1 — 1 :391 �� i $ ,,1 t-1 1 1t-1 1 PERMIT _ _ _ . _ _ _ PROJECT NUMBER: i 1 - R+_ .� ' 7.17 1 -11 -1t1-I 1-I 1 1I ,ZD - - + OUTDOOR KITCHEN/BBQ -tt li*m ELEN rt=1�ti=ti=ti=t1=� tt-' D 20112 1111111111111111 , 11 — 111111111 1111- 1 =n 11 - � —I DRAWN BY:CCVCHECKED BY:CCV 0 _ _ _ ' l► 1 -111 111 111 111 111 11 V H 1 200 — _ 1 —1 1+I 1 -1 111 III— I I I _ ill _�BEDROOM,8 _—__ 11_ 11.1-_1.11 _111111 _ 11 111-1 _-111� 111 � 111-111-111 -r r rt �� =rlfi 11t 1fil �1 r rtl l� 1=t fi ml —I —I 1= HISTORY: 1 —11 HI 1-111-111-111- 11I 11 1 —111 111-1 —111-1 1—III REV# DATE DESCRIPTION 111 111 111 111 111 11,t11j 30 1 —1 1H 1 -1 1 1,0/2, ASmGEORDER#,_ 1 HI 111111111 111—L 11111 111 111_ 11 111—111-111— ii RETAINING WALLS FOR BEDROOM EGRESS v E ===I—=—I I I---=--=— I I�I �I I =1 1 I 1 11 = III I I I I I=1 I IF 111_1 o- o I -I = I —=—I -1 I —1 - - - I - 11 1 1 =1 111 I-I I I —1 I 1 I 1- 11 "AL- 1 1 191 191 191 11_ — 1 0 _WUEST MASR 1I I 1 FI 1 -tE-11= � 111 1 1.-11 1 1 1�111 1 1 1�- I I1 1 1- = I 1 . _ —1 -1 1-1 I I I_I I_I I—I I I—I I I— E —I I I—I -tI 1 1 1,1 1 1 1-=1t1-1 1 1-1 1-1 1 1- 1 1_ 11 II I I I II � 1 1 1= - II-111-111-111-111-111-111-111—I. CLO T❑A❑ g j1E1 1 1= = I- 1 I I, = 1 _1 11_ ..- a =j_-4- I-=1_1I =iTr=r-1t_1=41h= ,_, 1 —Ill 1 1 1 1 1 =1 _1 1 -1 1-1 1 1- 1 191 - 1 1 1 rH4= , _I I I 1 _ II III III III III ifit111-111 1 1 I-1 I I I I I—I I I I I—III III I I I I I I I I= — 1 11 I I III I_ =1 I I I I C C I I I I � �-Z° I111 111 111 I I 1C 1 1 I I I I 1 1 I I I I III I I 111 111 -----1 5-0� "_ — 111'0.--=—1 1=9!10---1 I L===--1 1==—E=--1 1 1=1 12<-2^_1 =M--- 1 —-I 1 1 11 1--=1 ----1 1 1--=—III IIII- —1 1 111 111 11 I I I 586' 1 16I I I I I—I I I I I I—I I I I Hill _ 1 1 111 1 `1= —1 — 1 -1 1+ 1 -1 1--=- = fF0.2'R'J'AN ° �111 I 111 I 1 _ _ _ _ _I I—I I 1 1 1 111-1,-,1-1, 111- SF �`- =I 1— =1 —1 1 1=1 1 1 1=1 1 1- 1 — I I - --1- I - 1 - I 1 , - oAR I I I I I I 1 1 =1 I I I I—I I-I I I 111 I I I I II=I II I —I I II I_I I I- I 1 I- 1 1 1 1 1 1 111 1 1 111 I I I I I Ill - 1, 1 1 1 1-1 1 - - 1 - 1 - - _ I— I 1 I I 1 I I I I -I I I 1 1 1 I I I—I I I I I I I I I OVERALL PLAN1 111-111-111-111-111-111 I I— I - 1 - 1 -1 1 I I —I I —111-111-1 EHIFI 1 11 H-- I— —1 —11 1 1 I I 1 1 1 1 1 I_1 1 1E1 1 1E111-111-111-11-111— LOWER LEVEL 1 —111-111-111-111-111-111 I I I H __1 — 1 -1 1- 11 =1 1 I I I-1 1 1—I I—I I It — --I— 1 — —I I I I—I hI =1 =1 1 I—I I I—I I I I I I—I I I—I I I—= oF c0,09� I—=I I I1 =1 I1 1 1- 1 1=1 1 1E1 1 1 1 1 1=1 1 1=I 1 1 1=I 1 1 1I I I 1— 11— 1= 1 1 1 1 1 =1 1 1 1 111 1 1 1 1E1 1 1E1 1 111 111 111 1-1 111 1 1 1 1 1 1 1 1 1 1 1 1 111 111 111 1 1 1E1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 H —1 - 1 -1 1- 1 1 -1- 1- SCALE 1/8'-1'-0" 11111 1111III1 11 1 1 11 1 11 1 111 1 H I I-1 1 1E1 1 1E1 1 1E1 1 1E1 1 1--1 1 1--I I 11 -111-111 1 11 111 111 111 11-111-111-111-111- 11— '- - -I - 1 -I 1 I 1 - I 1/ 1 1I 1 1 11 1 11 1 1 11 � I I I I I - I - I - - 1E1E1E1E1 - 1 I 1 I 1 1 1 A-1 1 0 LOWER LEVEL PLAN 1 O RECEIVED O CATTLE dA en A'� `r23P22 228 Midland Ave YIBVJ t3LOx Y Basalt,Colorado 81 979E927B- 26I "`"§51 rtilikENT > I+I—LLI +I 1 1 1 1+1 1 II 111-1 '/ 111 III III III III—I ICI —I 1= PLAN NOTES -40 1. FOR GENERAL NOTES SEE A-000 y 2. ARCHITECTURAL 100'=7967'-0" 3. CONTRACTOR TO ESTABLISH PERMANENT BENCHMARK PRIOR y - TO COMMENCEMENT OF WORK. - - - - - - - - - 4. CONTRACTOR TO PROVIDE SHOP DRAWINGS AS REQUIRED BY SPECS. 0 I-5. ALL DIMENSIONS ARE GIVEN TO FACE OF STUD AND CONCRETE AI U.N.O. -300 O m 6. WRITTEN DIMENSIONS SHALL ALWAYS TAKE PRECEDENCE OVER w 1 I- SCALED DIMENSIONS.NOTIFY ARCHITECT IMMEDIATELY OF ANY AI v� ` ^ DIMENSIONAL DISCREPANCIES.PLEASE REQUEST ADDITIONAL lJ, DIMENSIONS AS NEEDED -300 } -7. REFERENCE LANDSCAPE PLANS FOR EXTERIOR PATIO/ DRIVEWAY DESIGN. / ' atZ 8. STRUCTURAL ELEMENTS INDICATED FOR CONTEXT ONLY,REFER , AITO STRUCTURAL DRAWINGS. - \ / ,® )III-9. REFERENCE A-600 SERIES FOR WINDOW AND DOOR SCHEDULES (�,/, © P, 10. ALL INTERIOR WALLS TO INCLUDE SOUND INSULATION,U.N.O. I 11. 1 CARBON MONOXIDE AND SMOKE DETECTORS TO BE LOCATED IN FIELD PER ASPEN MUNICIPAL CODE CH.8.15 --- I ' Aftik `� I-12. ALL HARDSCAPE SHALL SLOPE AT 1/4"/1'-0"OR 2%MINIMUM. / Imo— UNO._ -303 1 �(\\��J� //1 11=11IIIIIIIII�I II1�� 11-�1 _ / f LINE A-202 I O (A-2031 -_ ,I /0 + —III FLVAS-0"E FACE E _ OFFSET ROOF LINE �- - ABo�ETYP _ ,-,518 I FRONT I I r I1 SETBACK- /V.' _1 I I- 303 T //� I I �' -_ A203 0 . ONAL STORAGE I-III-III1III-IIII II II IIII rl FIREPLACE "`.�`�� III-III-III-I I wI I-I - w I A-2024, i 'OUTDOOR M�� ilroM1G_ ft 1� , KITCHEN �;, ❑� —I ?—I I —I I- ( a 0 r _:�_ rt � ��1�� - rlfi11fi O -I ,; , 101,101/2' ,/ El / ii �� B�KITCHEN PANTRY '� 1 - - C 1 w _ -DINING I _ A i , - III-1 & -1 ILLJe) • ! .' o, MUD I� �J 3 III-III -III U MAIN LIVING TERRACE �� I e ` III 1 I I I—I I I I- g �; ' PDR 101'-1D1/2" -III I I-III O PLATE STEEL SHADES BELOW(4) i 1 AAll CO - O �® /� _ ,� - - � - 0I -III- V N Ailisp 83 S.F.SNOWMELT REAR YARD SETBACK , I / / I 100-0" _F-----_- ROOF LINE ABOVE TYP. , -® KI __ !=�201f I !+ �� __ III— DATE I = 2020-10-16 : AA ENTRY r 1 -� W" oo'_o° r ISSUE: MOVEABLE SHADING PANELS Ilea1/4/70it 1 � - PERMIT (2),BOTTOM BEARING,IN FILL '"'' I-� WWW 30--— 9WITH GAPPED SIDING MATERIAL ;ii'_ _J q_,22- PROJECT NUMBER: LANDSCAPE STAIR TO LOWER ,,��SaffT 1 . \ ' �A_123 20112 TERRACE,RE:LANDSCAPE(fBD) 2 �lI % I r 0OpFICE I 100'0" , AUTOCOURT / DRAWN BY:CCVCHECKED BY:CCY 111 Ili R i , / A-zoo -- —'oml 11 HISTORY: ' ? I _ I I1 REV.# DATE DESCRIPTION o M ER BEDRO M 2 F �0 1 12/10/21 CHANGE ORDER#1- -1 N �r,y i A51-001 T 1 A-201 , ''}� U Qi,/2. i5-O 25'-0' Y i d' A-203 / 4 •` d FRONT YARD SETBACK ._ �,•0. I I \ I �I e .I ACCESSORY BUILDING SETBACK 30'-11/2' 101'-101/z" _ FROM PROPERTY LINE AT FRONT YARD I r 1� -L� 411 SNOWMELT 200A II BEDROOM TERRACE la a w A-203 7 5 A-203 > 1 ' 100'-0 � Q Q GEAR SHED / 1 \ BATH�C11II ? \ 30 .. I4 MASTER II 2 ;': 12 2 I 1'-2"ROOF OVERHANG AT GEAR SHED 30'-0" FRONT YARD SETBACK 0 \ A203H K L ��SFo ABC'N' OVERALL\ MAIN LEVEL \ ‘\\ SCALE: 1/8'=,'-0" A-111 MAIN LEVEL PLAN 1 O RECEIVED 1/8"-1'-0 O CATTLE CARR VAW Aq[II TF,[TSxL723 922 228 Midland Avenue(YPO 13LOx Basalt,Colorado 81 970-927-4925 `"`"`"§F1YL� �AnENT PLAN NOTES I. FOR GENERAL NOTES SEE A-000 2. ARCHITECTURAL 100'=7967'-0" 3. CONTRACTOR TO ESTABLISH PERMANENT BENCHMARK PRIOR TO COMMENCEMENT OF WORK. 4. CONTRACTOR TO PROVIDE SHOP DRAWINGS AS REQUIRED BY SPECS. 5. ALL DIMENSIONS ARE GIVEN TO FACE OF STUD AND CONCRETE U.N.O. 6. WRITTEN DIMENSIONS SHALL ALWAYS TAKE PRECEDENCE OVER SCALED DIMENSIONS.NOTIFY ARCHITECT IMMEDIATELY OF ANY DIMENSIONAL DISCREPANCIES.PLEASE REQUEST ADDITIONAL DIMENSIONS AS NEEDED 7. REFERENCE LANDSCAPE PLANS FOR EXTERIOR PATIO/ DRIVEWAY DESIGN. 8. STRUCTURAL ELEMENTS INDICATED FOR CONTEXT ONLY,REFER ` ^ TO STRUCTURAL DRAWINGS. �J, 9. REFERENCE A-600 SERIES FOR WINDOW AND DOOR SCHEDULES 10. ALL INTERIOR WALLS TO INCLUDE SOUND INSULATION,U.N.O. 11. CARBON MONOXIDE AND SMOKE DETECTORS TO BE LOCATED IN A FIELD PER ASPEN MUNICIPAL CODE CH.8.15 12. ALL HARDSCAPE SHALL SLOPE AT 1/4"/1'-0"OR 2%MINIMUM. - LLJ Q 4 QQ I- I z8$" 0 I ®o Ici) ! ! W �: �a fi,00 I © 309 __� U 40, / --' LLJ (2 0 .,‘. / i 'CP Ori 3� i T0 W __ I S'° I II EGRESS ®I O w ,:/ V cn a _FAMILY ROOM S I oose . •�90'-11��— 6 LL• O , i wooD BUNK /BUNKBATH — — — b sa'-o° as-o° :w1Go:TrCipi- 005 006 • BATH SI I DATE---''- -_ GP.RPET TILE e _I oosA 0 007I' 2020-10-16 0 _ TILE I I �I • VA ISUE: corr = 42. BEDROOMS I PERMIT oosc) / 009 i I ' CARPET- PROJECT NUMBER: 0 _ x _ _ MECHANICAL 20112 ry OOK luIL---- r r .�, '� — 010 __ 003B� _---------------- �ll 4B '�D __ CLO 009B - CONC. DRAWN BY.CCVCHECKED BY.CCY �` B �I II�• 88 0 r 't tr1. lt^ CA"WAO$ I �t00 -II _-RE:MEP DRAWINGS FOR illiftraftrif ---__ -�� 03A i �- z e-z 1/• I _ I 1 I --- a l O i' I W —r r 1/2"B�� V u c,¢1i , -r -6-IPODO2R-1 s'-3. ® HISTORY: 1 1_ i_ili �'I REV.# DATE DESCRIPTION I I ' h. -- __ �j� i� I I795- 5 —` 1 11/10/21 ORDER#1- __ rl—, n oo1B `a•.1o _-1 Onsl-oo1 I I � CLO r — — — � T_ . I I WINE —N I 1iij.4ti I�� GALLERY O Ri �1I�I� 001 ,I WOOD I DUAL STACKED _K.., WASHER/DRYERS BUILTLN GASGRILLI I Iliw I I I — I I Co NIT TOPaSURROUND TR / I I11 I I r GEODE I LAUNDRY / I I. cok PH ' TILE �000s ''-'/ i Ill _I1iiiii __ 1I _ 1 I� I n I sY 90 - � ..LAN O RJR. ✓�r Iy 202952 V O I Or* � �:: IMATCHLINE �' S� — 3FDARC�♦ I I I I I I I 0 ! LOWER LEVEL D �3. a (5 (5 , NORTH LOWER LEVEL- NORTH SCALE: 1/4'=1'-0" A-120 RECEIVED O CATTLE CARRVAW A'[IIITF,QS,•L P22 228 Midland Ave 770 LOX Basalt,Colorado 81 970-927-4925 `"`"O 6IL� �AYMENT PLAN NOTES 1. FOR GENERAL NOTES SEE A-000 2. ARCHITECTURAL 100'=7967'-0" 3. CONTRACTOR TO ESTABLISH PERMANENT BENCHMARK PRIOR TO COMMENCEMENT OF WORK. 4. CONTRACTOR TO PROVIDE SHOP DRAWINGS AS REQUIRED BY SPECS. 5. ALL DIMENSIONS ARE GIVEN TO FACE OF STUD AND CONCRETE U.N.O. 6. WRITTEN DIMENSIONS SHALL ALWAYS TAKE PRECEDENCE OVER SCALED DIMENSIONS.NOTIFY ARCHITECT IMMEDIATELY OF ANY DIMENSIONAL DISCREPANCIES.PLEASE REQUEST ADDITIONAL DIMENSIONS AS NEEDED 7. REFERENCE LANDSCAPE PLANS FOR EXTERIOR PATIO/ DRIVEWAY DESIGN. 8. STRUCTURAL ELEMENTS INDICATED FOR CONTEXT ONLY,REFER TO STRUCTURAL DRAWINGS. f n 9. REFERENCE A-boo SERIES FOR WINDOW AND DOOR SCHEDULES V 10. ALL INTERIOR WALLS TO INCLUDE SOUND INSULATION,U.N.O. 11. CARBON MONOXIDE AND SMOKE DETECTORS TO BE LOCATED IN (— FIELD PER ASPEN MUNICIPAL CODE CH.8.15 12. ALL HARDSCAPE SHALL SLOPE AT 1/4"/1'-0"OR 2%MINIMUM. (�7 �' ( I'..I'\J 9 T U.N.O. Pi T ® 303 LLJ 4. I I I I I I I I I I I LU `D2 = U L.) z _ —_—_—_ 1111.1 _ . . MATCHLINEI—_� r \ - O OW U J A D L W2 cn BATH 3 CLO L Q W 013 I 014 T E 0-006 4 ` 3. I�� 01 T w I ��o II-••V V Ce UO 015 a,ALLERY L^L N W CARPET ry 1 001 1 U L.L (o15A)^-WOOD— H + 10 (n�a Ia'-01rz" r-1^ DATE: I 2020-10-16 -�02 Ci 90'11" "1 ISSUE: PERMIT at PROJECT NUMBER: `w 20112 016A) 7 < DRAWN BY:CCYCHECKED BY:CCY 2 90'�11" , HISTORY: REV.S DATE DESCRIPTION w1 GUEST MASTER - wz , 12/10/2, CHANCEORDERRi- ASI-001 I016I- e II 1 _—_—_—_— CAPET—_—_—_ _—_—,, • _—_ I I I �1'81/2" 3'-3 1/2" / 6-4 1/2" SITE WALL RE:STRUCT C L(016B) —!I 018A / I Y I w 02 B. �CLO 01I BATH 2 2 0171 1018 018 W2 CARPET( TILE I I � L - — — , • o -LAN O RJR. V 202952 5-0" 6'-0" 11.-0" 9.-10" 24-2" 2'-6" �SFD ARG�\,C LOWER LEVEL SOUTH SCALE: 1/4'=1'-0" LOWER LEVEL-SOUTH 1 1/4"=1'-0" A-1 21 RECEIVED O CO 228 Midland Aver Y r23922 Basalt,Colorado 81 970-927-4925 `"`"`v UIL1 ��YMENT PLAN NOTES 1. FOR GENERAL NOTES SEE A-000 2. ARCHITECTURAL 100'=7967'-0" 3. CONTRACTOR TO ESTABLISH PERMANENT BENCHMARK PRIOR TO COMMENCEMENT OF WORK. 4. CONTRACTOR TO PROVIDE SHOP DRAWINGS AS REQUIRED BY SPECS. 5. ALL DIMENSIONS ARE GIVEN TO FACE OF STUD AND CONCRETE U.N.O. 6. WRITTEN DIMENSIONS SHALL ALWAYS TAKE PRECEDENCE OVER SCALED DIMENSIONS.NOTIFY ARCHITECT IMMEDIATELY OF ANY DIMENSIONAL DISCREPANCIES.PLEASE REQUEST ADDITIONAL DIMENSIONS AS NEEDED 7. REFERENCE LANDSCAPE PLANS FOR EXTERIOR PATIO/ DRIVEWAY DESIGN. 8. STRUCTURAL ELEMENTS INDICATED FOR CONTEXT ONLY,REFER r ^ TO STRUCTURAL DRAWINGS. V, 9. REFERENCE A-600 SERIES FOR WINDOW AND DOOR SCHEDULES 10. ALL INTERIOR WALLS TO INCLUDE SOUND INSULATION,U.N.O. 11. CARBON MONOXIDE AND SMOKE DETECTORS TO BE LOCATED IN A FIELD PER ASPEN MUNICIPAL CODE CH.8.15 12. ALL HARDSCAPE SHALL SLOPE AT 1/4"/1'-0"OR 2%MINIMUM. O !G-006 CT) CT) I 9,10" 36•-6" 24'-2" 92.6 W I I -300 I 0 - 9 r-, ROOFIrNEggOFENP / 68 1j 1/2' EXT.TERRACE.RE:LANDSCAPE -303 W = U • --- - I I I I I Y II 1,,,,, , - ® T i � I Y . F_ROOF LINE ABOVE TVP LL J Z ift _ O ' 11111111111111 YB I Ark i I V` LLJ „- _ DOG WASH SEASONAL 105'-10 vr' / STORAGE AI 0----- L -- - I - ._ 1 _ - ►_:��. T.O.WALL `\` T w O \J _ i I I 1 �_II PU'OOr f - _-_ T.O.1 CURB 4 A J v�LO O ry I// 1iII1ja / I I Dw ®I IPANfffff , • GARAGE STORAGETBD All �11D) V ST�p RECV/TRASH/COMPOST -,, z,,�i -- -1 V N N W6 owl OUTDOOR ROOM ®401111 �i - _LIVING /, KITCHEN �� L A zi0t'-10 v2 EMI . 1 1 1o$F _ AN SET _ _ y—_ _\/ O DINING ' w000 o sro94 DAEREDLNE REB BRs CONC. ; WOOD _ 106 P r°"GLO / I -� GAw GE Dweu Noe,SEPARATION ® DATE • LOW POINT B DRAIN I BACK KITCHEN GE '�� INCLUDING DO PER R3026 s9�m1/a" 1 � — PANTRY I. 101'-101/2 2020-10-16 WOOD - I, it ; 105 ISSUE: 0 - 100 0 'I®'-" I� ��r--- --'--_ I �� WOOD / 104 � .� ' GARAGE n l� )1I 1'-B I �_ (IV �I Fe�zE wooD MUD ,� 101 ° PERMIT /l �4° �' W!�� SINK ❑ CONC.�� r-y. I _ i � uLL EO ' 102 �� \ wet PROJECT NUMBER: 0 I _il' Alt��Lr__ / /1 o1'`r` DW PANTRY ST0RAG. TILE LOW POINT®DRAIN 101'_9• • -1 ' q 20112 o © / m I LessematiLIANCE WALL OVEN ❑ h 101'-101/2'r _ `� - co r_ 26'.g 1/2" / 6 W/WARMING o 3 08A 3'-11^ DRAWER r DRAWN BY:CCYCHECKED BY:CCY PREP SINK ® 1 831/2 - I LOW POIM�DRAIN- - SHELVES ABOVE Eli _ 51/2, y"o_- o I .1 I 1 / (101A ❑ HISTORY: __ BUILT IN BREAKFAST NOOK,RE:INTERIORS o A _ REV.# DATE DE6CRIPTION I _ r l j 1 11/10/21 CHANGE ORDER#1- L CID \ ,__ IL.,j/ I � _ I4. N for-1ov2 e O '-'t i 0 ti--- ----------------- / Thip�® �,`�— _ - -� _-�_ = ® ROOF LINE ABOVE TYP. I 100'0"1-I I "-. 1 A- _ W • ' ® I , ® � iI ill 1 ' I I - � ENTRY_ C 0 I I I WOOD - - CONC.APRON @ GARAGE,RE:LANDSCAPE 5. , 1 mim I a. � 1 /IIIIMIlirlfr I I I IIIII I ~� ® ck,OF CO(O �,-30 ////I'III O I 0 ei , I RJ LAN . _ -_-_ _ - --- -J y' ® ICI T MATCH LINE �4's AFG�>,` 1 1 4, 100'-0" / oY s 303 MAIN LEVEL G-006 3 la C3 a NORTH MAIN LEVEL-NORTH 1 SCALE 1/4'=1'-0" 1/4,_1.-0,. A-122 RECEIVED °COMECARRA[JQKL�9228 Midland Aven YV KZ2 Basalt,Colorado 81 970-927-4925 I w§Fj'Lu DEMImENT RCP NOTES 1. FOR GENERAL NOTES SEE A-000 2. FIRE SUPRESSION SYSTEM HEADS TO ALIGN WITH CENTERLINE OF LIGHTS(PROVIDE SHOP DRAWINGS) 3. PROVIDE SMOKE/CO DETECTORS THROUGHOUT ALL SPACES AS REQUIRED BY IRC.LAYOUT OF DEVICES TO ALIGN WITH LIGHTS. SCHEDULE WALK THROUGH PRIOR TO ROUGH-IN(INSTALL PER IRC 314) 4. ALL CEILINGS SUSPENDED ON WOOD FRAMING OR LIGHT GAUGE METAL FRAMING U.N.O. 5. STRUCT.FOUNDATION WALLS,COLUMNS,&FRAMING SHOWN FOR REF.ONLY,RE:STRUCT.DWGS. 6. RE:ELECTRICAL AND LIGHTING DESIGN DWGS.FOR LIGHTING INFORMATION,INCLUDING FIXTURE TAGS H� U W F cp CO w w PI CI A-3oo / Pi 41. T K L s ee•11,/z• O �r j ?A-3°' O w A-300 ' � I , I THREE(3)PATIO HEATERS WITH I , r 300 ' ,ats r/Z• 0 J / w INTEGRATED OCCUPANCY SENSORS '• I Y `/ 11111111111119,,,,,, O i INTEGRATED DRAPERY A I.� A/ O --- / LIGHTWELL OPEN \ 8.0• B 10 v S O I 9'-10' 2'8• RE:SPEC \ 303 w 0 EXPOSED GUTTER �, - TRACK IN REVEAL I TT ABOVE © I -m -_�= FASCIA ABOVE,TYP. —- © �___ _ OPERABLE •-'OOi A —- - V Ce H - uGHTWELLGRILLE - \ iI ABOVE TO REQUIRE © j'= ealiI �� © LESS THAN 15 LBS OF p 16_ � O RAGE _�\ / GYM _ FORCE TO OPERATE V V I a Yam•— 3O • SEASONAL STORAGE c ,:re ,�\`/ • LL gi FAMILY ROOM j o 'r_ I��i'�_LNING— �G•7/ b o �C4-GWB BUNK / ff B 1 _— - r s• _- BACK KITCHEN --__ i / 10'-0" -- C4 GWB iBUN BATH 5 BEDROOM \ DAT 20200E: f HIGH PT DINI� 12'-11 1/4 L 9 0 __ - 0-16 © ,�— REVEALS C3=GAPPED __— I PANTRY _ GARAGE r- © _ K BATH 06 I FIREPLAC= 53/8" o - C1 5 ISSUE: —N__ .ITCHEN— _ e �' c4-Gwe PERMIT O @ \ HOOD MUD I B _ 9'-0„i MECHANICAL 4 c y �/ ACCESS STORAGE ��, -METAL SOFFIT C4 CB�� ---- - Cl 'O 1 PULL DOWN STAIR, 4 4 ' cLo II v'-o° PROJECT NUMBER: T...................... II*NtailIl ..................: - Ci • �� IN TRUSC9 ROOF -J �- I _ • O PDR C1 --- _ \ {� DRAWN BY:CCY CHECKED BY:CCY METAL SOFFIT _�// BOW11 S 8.___ _ _ '_ _Y �. _ _ _ _ i 9 1 ,/q• • 9'-m va" ' �1 4 3 s a 6 p HISTORY I — O -_ _ _ _ - ' I 1a•.1, I C1 alli - GALLERY /--.. i _�_1 �fb _ ;-__ _ _ ©. I a'7v 9�_0,� ( C4-GWB B \ r ' ' / _- EXPOSED GUTTER L __ REV.# DATE DESCRIPTION I = ENTRY _ 1 12/10/21 CHANGE ORDER#1- 4 LAUNDRY v ASI-001 / --CI1 �_ METAL SOFFIT - - I �� Ci _-�a- 8,_b„3 I / __________1 A307 q A-307 METAL SOFFIT _ _ '=I � - L mA • E \m —(9 FASCIA ABOVE,TYP. 11/ I1 BATH EXPOSED GUTTER OFFICE C1 \ C1 4 g_0^ CLO 4 INTEGRATED \ 9'-b r——1 • DRAPERY TRACK IN V I REVEAL IL--J . Er -- I— _—_—_—_—_—_—_—_ \ �•BEDROOM 9/3 _—_ _—_ \ _�C. AM. I.�_ METAL SOFFIT C4 GW AIL FASCIA ABOVE,TYP. 02` 9_6EXPOSED GUTTER 1iI I w MASTER BEDROOM MASTER CLOSET ,, cz-w I OF CO(O 9'10 _ 9'-10" — 1.11 ,c 99GUEST MASTER O ..10'-41/2" I C4-GWB fr...,AN - - ' '� - - - - - - r m - I- - \ — - - - -- - - - - \ -- RJR. /202952 0V 10'-2 7/8'' MASTER BATH I II. GEAR SHED _ r - ��SFD AFC��C a II I C1 `_- 1�I 9 6 L 'I. 8'-1 7/8" CM] BATH 2 C1 METAL SOFFIT . ❑ -L_, �� II LJ RCP DRAWINGS 1 )r T r 1 1 / / N K 31,10. K (6) r/1 SCALE. 1/8'=1'-0" MAIN LEVEL- RCP 2 LOWER LEVEL- RCP 1 A-1 3 O 1/8"=V-0" 1/8"-is° RECEIVED O CMTT. A�228 Midland Aven Y 723922 Basalt,Colorado 81 970-927-4925 `"`"`"§I`I'L� �(� AttYMENT