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HomeMy WebLinkAboutFile Documents.688 Spruce St.0046-2022-BCHO (4) ► %11pr �► 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 existing active building pem:it b capture minor architectural changes landscape revisions,structural revisions and clarr iations,MEP revisions and olanfhatians.No new f oor 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. RE(, FIVE( The project described above is permitted to proceed with land use review becsl20/2022 (check all that apply): ASPEN BUILDING DEPARTMENT E 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. E The land use application is seeking a Development Order or Notice of Approval for a project consisting of 100% 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. E The land use application involves Voluntary AspenModern designation processes that meet the requirements of Section 26.415.025.0 and 26.415.030. E 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): E 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. E 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. E It is a building permit for commercial and lodge development as stand-alone uses on a parcel or property. E The project has received or is eligible to receive a Development Order or Notice of Approval on the effective date of this ordinance. E It is a building permit for 100% affordable housing projects as that term is defined at §26.104.100 of the Aspen Municipal Code. E It is a building permit for demolition or repair of non-habitable structures. Issued on June 17th . 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. Digitally signed by Bob Narracci Bob Narracci oateCZNozi0or NIT a co On Behalf of Phillip Supino 1 Ota7:-7-C8':5 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 a more detailed review, is found to be subject to Ordinance 27, 2021 or,C' Y E() Ordinance #6, Series of 2022, the exemption maybe revoked. 4 i' 1/ Exhibit A: Floor plans and elevations representing scope of work 06/20/2022 ASPEN BUILDING DEPARTMENT CCY ARCHITECTS 688 Spruce Change Order#1 TO KORU CONSTRUCTION, CITY OF ASPEN FROM CCY—MAURA TRUMBLE DATE 06.06.2022 JOB 688 SPRUCE ST r E PERMIT CHANGE ORDER#02 (ASI-02) ASI-02 (DELTA 2)—VARIOUS PROJECT REVISIONS: LANDSCAPE, ARCH, MEP, STRUCTURAL This Change Order#02 is concerned with updates to the landscape design, minor architectural specification and design changes throughout the project, structural updates and MEP updates capturing owner changes. REVISED DRAWINGS: SHEET# DESCRIPTION OF CHANGE LANDSCAPE DOCUMENTS L0-00 • Assigned ASI 02 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 02 • Indicated sheets included in ASI 01. LO-03 • Site Material legend adjustment-added the gravel paving • Planting material legend adjustment- hatch pattern and symbol adjustment • Proposed trees total caliper inch adjustment per updated planting plan LO-04 • Planting schedule adjustment-quantity and size adjustment L3-01 • New Site features added: • Bocce court, fire terrace, and retaining wall •Wood deck extension and gravel pad • Mulch path connection between new features •Additional guest parking and retaining wall • Dog run fence and gate • Garden fence post size adjustment L7-02 • Gravel paving detail added L7-06 • Garden fence post size adjustment L7-07 • Dog run fence and gate added L7-08 • Fire Feature installation detail added L7-09 • Wood deck height and length adjustment L7-10 • Bocce court plan and section detail added L8-01 • Site planting plan adjustment • Screening trees added to north, west and south of the property • Turf and native revegetation area adjustment to align with new site features L10-01 • Hydrozone Plan adjustment IR-1 • WELS calculation adjustment IR-2 • Irrigation plan adjustment ARCHITECTURAL DOCUMENTS G-002 - Revised deck area total (remains below allowable, fully exempt) G-006 - Revised deck area total (remains below allowable, fully exempt) A-100 - Revised landscape background and notes to reference new landscape drawings •Added gravel area for sculpture at end of deck RECEIVED 06/20/2022 COTTLE CARR YAW 228 Midland Ave Box 529 Basalt CO 81621 970 927 4925 www.ccyarchitects.com ASPEN BUILDING DEPARTMENT - Revised snowmelt footprint to reflect current design, revised RREMP worksheet included in submission. -Added guest parking and retaining wall per new landscape design. A-110 - Revised snowmelt footprint at terrace -Added steel trellis for shade sail -Added pizza oven at outdoor kitchen - Extended deck slightly and added gravel pad for sculpture A-111 - Revised snowmelt at autocourt and walkway - Closet 110 divided into two small closets accessed from office and hallway. - Separate trash area added at garage - Door 108A revised to 5-panel slider A-120 - Revised door swing on door 008B, door 007A changed to pocket door - Removed small window in wine room -Added steel trellis for shade sail -Added pizza oven at outdoor kitchen A-121 - Revised door swings on doors 015B and 015A, changed doors 013A and 018A to pocket doors A-122 -Added wall and door 101E to create enclosed trash area in garage - Door 108A revised to 5 panel slider due to window manufacturer's constraints - Revised outdoor room floor finish to open joint stone paver system over sloped waterproof membrane A-123 - Revised terrace off Master Bedroom to open joint stone paver system over sloped waterproof membrane -Closet 110 divided into two small closets accessed from office and hallway. - Revised Master Bath 114 to wood flooring A-130 -Added steel trellis for shade sail, added electric patio heaters at trellis. Updated spec included in submission - Revised electric heater spec at outdoor room. - Revised Master Bedroom and Dressing Room to GWB ceiling finish (previously wood) -Added trash enclosure in garage A-201 -Added steel trellis for shade sail A-500 - Revised F2 to reflect change to stone pavers at slab-on-grade terrace locations - Revised F4 to reflect change to open joint stone paver on pedestal system -Added F2A to clarify required insulation at exterior terraces with snowmelt and stone pavers - Eliminated ceiling assembly C2— no longer used STRUCTURAL DOCUMENTS S-120 - Updates to concrete for architectural updates - Concrete pilaster and footing added to support structure above S-121 - Plan annotations added for clarity - Concrete wall increased to 14"thickness S-122 - Screen wall added - Fireplace added - Joist penetrations -Wind Girls added - Garage slab slope adjustment S-123 - Patio updated for guardrail S-124 - Screen wall added - Fireplace added - Eave framing updated - Diaphragm blocking added - Flat roof steel sizes changed to accommodate decreased ceiling depth S-125 - Framing added for clarity - Eave framing updated DECEIVED 06/20/2022 COTTLE CARR YAW 228 Midland Ave Box 529 Basalt CO 81621 970 927 4925 www.ccyarchitects.com ASPEN BUILDING DEPARTMENT S-300 - Screen wall details updated for clarity S-400-408 - Details updated or added for clarity S-500 - Schedules updated for changing framing conditions S-502 - Hanger schedule updated for changing framing conditions MECHANICAL DOCUMENTS • Added HVAC zone for the spa vault • Modified SA and RA ducting to the Living Room • Modified SA ducting to the Kitchen • Revised EA strategy for Bunk Bath • Added hydronic manifold locations • Added thermostats and ventilation controllers to respective spaces • Revised snowmelt zones and areas • Added a dedicated boiler for spa and snowmelt heating • Re-routed boiler flue and combustion air ducting • Revised Mechanical Room EA strategy • Revised AHU-1 & AHU-2 selections and airflows • Revised Master Bedroom GRD sizes and locations • Revised equipment schedules • Revised piping diagram to reflect separate boiler systems • Updated control sequences RECEIVED 06/20/2022 COTTLE CARR YAW 228 Midland Ave Box 529 Basalt CO 81621 970 927 4925 www.ccyarchitects.com ASPEN BUILDING DEPARTMENT Zoning Allowance & Project Summary 688 Spruce Street-New Proposed Single Family Residence Proposed Development 'Single Family Parcel# 1273707400009 Zone District IR-15A (/) Setbacks Existing Allowed (Principal) Allowed(Accessory) Proposed(Principal) Proposed(Accessory) Reference I- Front 25 ft 25 ft 30 ft 25 ft 30 ft 26.710.060 Rear 10ft 10ft 5ft 10ft 5ft 26.710.061 Combined Front/Rear N/A N/A N/A N/A N/A 26.710.062 Side 10ft 11ft 10ft 11ft 10ft 26.710.063 UJ Combined Side N/A N/A N/A N/A N/A 26.710.064 Distance between Buildings N/A N/A 10 ft N/A 10 ft 26.710.065 Corner Lot No 26.710.066 Supplemental Breakdown Info Existing Required Proposed Reference Net Leasable/Comm SQ FT 0 not req'd for residential N/A 26.575.020.1. = W Open Space% 0 not req'd for R15-A N/A 26.710.066 U Site Coverage 0 not req'd for R15-A N/A 26.710.066 r 1 Z On-Site Parking 0 2 3 26.515.030 �.J w Transferable Development Right(TDR) f 0 Received TDR Certificate No Cn W Sent TDR Certificate No Ce Transferred TDR Certificate No LLI Land Value Summary Actual Value Reference >m U w o Land $ 3,600,000 Pitkin County Assessor o Improvements $ 517,800 Pitkin County Assessor V Ce'o Total $ 4,117,800 Pitkin County Assessor CL C w ,:oo'a DATE: 2022-06-06 ISSUE: Net Lot Area CHANGE ORDER 2 688 Spruce Street-New Proposed Single Family Residence PROJECT NUMBER: I I I I 20112 Zone District Requirements Reference Min.Gross Lot Area(per R-15A) 15,000 sf 26.710.060 DRAWN BY CCYCHECKED BY CCY Min.Net Lot Area(per R-15A) 15,000 sf 26.710.060 HISTORY: Lot Size per Survey 53109.83 Countable Area Reference Reductions for area with slopes 0%-20%(100%ofparcel area to be RED DATE DESCRIPTION ON 2 OS/28/22 CHANGE ORDER%2 included in Net Lot Area) 49529.34 49529.34 Survey/26.575.020-1 AS'°°T Reductions for area with slopes 20%-30%(50%of parcel area to be included in Net Lot Area) 2842.05 1421.03 Survey/26.575.020-2 Reductions for area with slopes greater than 30%(0%of parcel area to be included in Net Lot Area) 738.44 0 Survey/26.575.020-3 Total Net Lot Area 50950.37 SF Allowable Floor Area 688 Spruce Street-New Proposed Single Family Residence Allowable Floor Area I Reference Per R-15A:for Net Lot Area greater than 50,000 sf; 6,600 square feet of floor area,plus 2 square feet of floor area for each additional 100 square feet in Net Lot Area 6,600 sf+((950.37 sf/100 sf)x 2 sf)=6,619 sf 26.710.060 OF CO40 ,s 99 o Unique Approvals Reference /r I.LAN O Refer to Zoning Code Section 26.575.020-C.2&Land Use Approval Dated G-003 / :RRR. Pre-Development Grade 10/15/2020 I �20.2952 UU Exemptions Reference O�4' D At3G�'' Garage Exemption First 250 sf exempt.Next 251-500 sf,exclude 50%of area. 26.575.020.D.7 Deck Exemption Allowable Floor Area 6,619 sf x 15%=992.85 sf 26.575.020.D.4 Floor Area Summary Existing Gross(SF) Existing Floor Area(SF) Proposed Gross(SF) Proposed Floor Area(SF) Reference ZONING Lower Level 1882 1357 3332 1505.1 G-005(Existing) SUMMARY Main Level 2217 2217 2721 2721 G-006(Proposed) Upper Level 898 898 0 0 Garage (incl.in lower level) (incl.in lower level) • - 283 Gear Shed(accessory building) N/A N/A 116 116 Deck Area(covered/uncovered) 949 (within allowable) 881 (within allowable) SCALE Total 4997 4472 •• 4625.1 (not including decks) (not including decks) A G O O 2 RECEIVED 228MIdlend Avenu CARR TAW e?9 p22 Basalt,Colorado 81 EN 970-927-49251 v nnvi f cchlt,AnIENT NOTES — — — — — — — — — — — — — — ^I 1 CONDITION, ETWEEN REDTION EEVELOPED USING MOST E OPMENT GRADE ANDSTRICTIVE GRADE PROPOSED GRADE O B C O E LINEO\\BACK 2 -111 II . PRE-DEVELOPMENT TOPOGRAPHY INDICATED ON PROPOSED SUB-GRADE FLOOR AREA PLAN.REFER TO PREVELOPM ENT SURVEY AND LANDSCAPE AND CIVIL / \ DOCUMENTS FOR MORE DETAILED TOPOGRAPHIC INFORMATION. J v, 1 H 1‘ - el/r - =� 1� „ 1 5 I G SS I I, 1 _y _ Anil \J Q ER Il ___ MAIN LEVEL _ MM♦���♦♦♦♦♦♦♦♦.� �������♦�♦♦ �♦ B n FLOOR STRUCTURE , 3, 2'LE- - ,.�` ,♦♦=♦44.♦♦♦ , INTERIOR SPAC 4. J. 37285 f— ,-�` 7 ♦ �� LowR LEVE =� 89.99 246.17 470 OS 18(169 / _iiiiIrr--. `,� - _, A --- Ir--- • H _L_ 5. 8. 7. b. 5 ;Gee. F yr, a i' _ 1 — oao 1.� 1!I \ 1 _ _ MAINLEVELL / / G-006 3. li - !\B r 1 Z ♦ 5502 5607 i♦♦♦♦♦♦♦.E 1— :►.♦♦�"� 236.33 'p♦�♦e'♦.I 2L 5861 � III LOWER LEVEL r 1 1_. ,� �\ --I- v LLJ �_; lass • - �� B.O.FLOOR STRUCTURE11 - Ct 1E1 1E1 \, LL I 102-15 176.69 11869 35268 34701 11 - 1'\-H 1 \ Ct e 2 °( �' UwD 4. 3. 2. 1. 111 ` . .\ , 12 o 0_ rz --.-.-.-., 1. t \ \ \ 1 \ \ 0 ►00000 ►���������� EXPOSED WALL AREA — — PRE-DEVELOPMENT(HISTORIC)GRADE NET LOT AREA=50,950.37 SF y ALLOWABLE FAR FOR A DETACHED SINGLE- I J DATE:PROPOSED GRADE FAMILY HOME=6,619 SF 2022-06-0b SUBGRADEWALLAREA \ \ \ \CILTI ISSUE: ■ \ \ CHANGE ORDER 2 PROJECT NUMBER: PROPOSED SUBGRADE FLOOR AREA 20112 11 1/16"=1'-0' FLOOR AREA CALCULATIONS DRAWN BY:CCYCHECKED BY:CCY PROPOSED SUBGRADE LEVEL EXPOSED WALL CALCULATIONS SUBGRADE LEVEL WALL LABEL TOTAL WALL AREA(SF) EXPOSED WALL AREA(SF) A- 347 01 0 A �� /�. HISTORY: c a�4z9 soa b� 1 A B C D E 1\A B ! C I DE- 205-04 866453 J J .„___./ `/ REV R 1 DATE 21 CHANGEPTION ORDER#1- F- 7357 1855 ' ASI-0O1 G- 15822 5607 _ / / SEE PROPOSED SUBGRADE z as/28/22 CHArvGEORDERuz- H- 65074 47005 i FLOOR AREA' Aswaz I_ 246.17 246.17 _�_�- / DECK / CALCULATIONS �� )� 1 J- 75327 38042 _ J ��� AREA I L- 2n o © IL /,I_IMMI 1I MAIN 7 _`iril L' / 3,332 SF VP PROP DEOCKOANNT OD C DECK/PORCH OVEREED PARCH FLOOR TIOFLOOR AREA(SF)AREA CALCULATIONS 881 00 EX WITHIN ALLOWABLEZO.D.S COVERED "'"�.,,/ ---- I{ A ,_� O COVERED y�'� •_`� A / AIN � - — 4/.-_ - j - - PATIO< i i;- .-.-_-- ( I L -ON-GRADE STEPS FLOOR AREA(SF) •.IS EXEMPT,W/IN 6'FINISH GRADE —_ iL_�LN- -. � L ,�IV 1 I COVERED PATIO<4'-0"AREA(SF) . EXEMPT ii,� -63�.I 1 II -_ / I 1 -] IIDECK/PATIO TOTAL FLOOR AREA(SF) 881.00 6,619 SF x 15%ALLOWABLE=99285 SFII —, 111 COVERED 4FT '� Z•' I TOTAL PROPOSED FLOOR AREA CALCULATIONS �05SF PATIO> 22 SFSU BG RADE COUNTABLE FLOOR AREA(SF) 1,2-1O F CQ 1s► - ! 4F F I — / 111111111 F-_I - 0 ��° `Q9 MAIN LEVEL COUNTABLE FLOOR AREA(SF) 2,721 00 I 94�S GARAGE COUNTABLE FLOOR AREA(SF) 28300 A I III COVERED •�� I 9O GEAR SHED(ACCESSORY BLDG)COUNTABLE AREA(SF) 11600 ! DECK/PATIO EXCESS COUNTABLE FLOORAREA(SF) 0000 / ION-GRADE / .I \ • FRONT I / / PATIO / I B � ''LAN 0 PORCH 0 4FT __ - _ I 10 :RJR. STEPS - �'^ -��, 74 SF 33 SF Ili I ,202952 202 SF + - �V TOTAL PROPOSED FLOOR AREA(SF) 4,625.10 SF I n STAIR AREA NOT COUNTED THIS LEVEL ONLY E a - C ��S•D ARO'�\4 I T Ni II� , c') V —Q A - GEAR -� - - i l SHED I e FLOOR AREA �i 116sF� 12 I�� li —12`) CALCULATIONS - MASTER PROPOSED DECK i D 211 SF I'% SCALEI As indicated F G H I KIOL 1 F G I 61161 G-006 MAIN LEVEL LOWER LEVEL 1 RECEIVED 2 6"=1'-0' 8CAITLECARRYAW e p�Pzz 1/16"=1'-0" 228 Midland Avenue ,( Basalt,Colorado at PEN 970-927-49251 vmw�H� k ENT GENERAL NOTES 1. ARCHITECTURAL 100'-0"=CIVIL ELEVATION 7967'-0". 2. PROPERTY LINE,BUILDING ENVELOPE,EXISTING TOPOGRAPHY, ETC INDICATED HERE ARE TAKEN FROM SURVEY DRAWINGS PREPARED BY PEAK SURVEYING,INC.(SEE IMPROVEMENT& TOPO SURVEY SIT.IN NW 1/4SE1/4,S7,T10S,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 \ 10. REFER TO LANDSCAPE DRAWINGS FOR PLANTING AND 111 \ \ A 1 L- I� HARDSCAPE LAYOUT. / 1 Z 1 '�/ 11. REFER TO CIVIL DRAWINGS FOR FINAL GRADING, v - - �� •�� S m o ,g INDICATES SNOWMELT,TOTAL AREA:1326 SF UNDERGROUND UTILITIES,DRAINAGE SYSTEMS,ETC. LLI _ _ _ _ _ _�_ _ 0� I ,.,. RE:LANDSCAPE AND MEP 12. CONTRACTOR TO VERIFY UTILITY INVERT HEIGHTS AS THEY Q RELATE TO CONSTRUCTION AND CONNECTIONS. 4 V, !, RREMP FEE OFFSET BY 896 kWh SOLAR 13. ALL GRADING SHALL SLOPE AWAY FROM BUILDING AT A MINIMUM �- �J I I I 1 I, .1 \ \ \ O I \ ` OF 5%SLOPE. (n ' 7 , --s- - \ �- -,1 T V A 14. ALL HARDSCAPE SHALL SLOPE AT I/4"/1'-0"OR2%MINIMUM. r-- -2341 kWh SOLAR ARRAY,RE ELEC' ti.�grover \ U.N.O. 1 \ \ \ \ \ 15. FIRE ACCESS PROVIDED FROM STREET.ALL SPACES WITHIN \ C�// UTILIZING 25 kVVh FOR RREMP OFFSET \ L+ I..L __ \ \ 25'-0" �. I® BUILDING LOCATION POINT AT 150 FROM STREET. REMAINDER OF CREDIT TO BE APPLIED \ \ I TO(FUTURE PHASE. i \ \/ \ FRONT YARD 1� \ INTERSECTION OF GRIDUNES ` w \ \ \// 1 \ 11111‘ T �C \ LIVING TERRACE( I I` '\ BELOW ROO \ J , _ I \ EXISTING HOUSE t' • I '\ ` �_ I I I� ��- \ — TO BE REMOVED �I U 00 kidir - \ ,. -_______________ 1Allikkh.rAilill \—\ PROPERTY LINE t ' GRAVEL AREA FOR ' •� \ v SCULPTURE,PROVIDE =�, —_ Olio SETBACK LINE POWER'� 1 SatiP-1 �•'RESOIDENC _ 4400%\% �. .� \L wER LEVEL: - , - • ��, �� � 4� L, 1111 DATE: ifi'al `, \ TERRACE : ✓ ��41 ; �. 2022-06-06 \ \`.\STOM IN-GROUND �� y .�_- ' \ \ ISSUE: \ \ ,SPA,RE_LANDSCAPE I �/ / S" �, / ' '�III-n ��� ��� \ \ \ \ CHANGE ORDER 2\ , \ L. AND SPA/D/RAWINGS r"� � �& \ �10'-0\f\ \ \ % L�/� \' 1111___ „i7 �� \ I \ ,\ PROJECT NUMBER: '\ X ��/,%�17/w '�//yj%y//,�j \ - CONCRETE APRON AT GARAGE \ \ 7'�'o I�\,_ I\� IIIREAR YAR\ D�\ \ 91LiiiiiiI 300 FRONT YARD I \�, \ DWN8YCCYCHECKEDBY-CCY J!IfLAWN VII 11 1,,,,,,: ',\ \ '\ �I (ACCESSORY BUILDING) REV_# DATE DESCRIPTION �� 15 2 ',I•�® PROPOSED WALKWAY 1 12/10/21 CHANGE ORDER R1- A81-001 \ \ , I 2 OS/28/22 CHANGEORDER#2- \ \ I I \ AS1-002 ' ESTWI TERRA I i� \_ \ \ PROPOSED CHIP-SEAL DRIVEWAY .(,. I\ I I 'Ai" 0, 1 ` \ w I Ca:mmiow.'\,, \ .-;.% ( 18 , . 1, ,, Ill OF CO(O R� JR.\ v A I N O\ _ v � L ., N„„„„,,-.N..„.......... , c 202952 ' v I® SFD ARG� I A V A \ \ V `v \ \ \ \ \ \ , ,\ SITE PLAN SCALE: A-100 SITE PLAN O RECEIVED O CATTLE CARR YAW AI;c�p B 22 228 Midland Avenue ,(� Basalt,Colorado 81 PEN 970-927-49251 v.wwoo5kR9MENT - I - - — — — — — tl —Itl —Itl hltl—i 1 1 III Itl FI +I III +1 +I +I +I +I +I +I I I , , 11, , III III III 1 1—III— i III—III—III 1 III "' "' "' III 11' 111 111 111 _ _ 111-11 =,_y 1 11 111 111 111 11 1 I I—III—III— I —_PLAN NOTES - _ a o I. FOR GENERAL NOTES SEE A-000 I 111-111-111- 11 K -1 1 -111-111-111-1 —1112. ARCHITECTURAL100'=796T— I II I 111— _ III—III—III 1-III—IIII-III-I I 3 TO COMMENCEMENT OF WORKERMANENT BENCHMARK PRIOR 1 III H— r-I— T' \1' 1 1 1— - 1 1Y -1 r�1 1Y - — 4. CONTRACTOR TO PROVIDE SHOP DRAW INGS AS REQUIRED BY 1 _ 111 111 111 111 111 III III III II III III III SPECS. II - - - 6. ALL DIMENSIONS ARE GIVEN TO FACE OF STUD AND CONCRETE e 1111—III—III—III 1—III—III— 1 1— I I III—III—III-1 —1 1 1 6. WRITTEN DIMENSIONS SHALL ALWAYS TAKE PRECEDENCE OVER O -3�� 111 111 111 111 111 11 11 III III III SCALED DIMENSIONS.NOTIFY ARCHITECT IMMEDIATELY OF ANY , ^ I DIMENSIONAL DISCREPANCIES.PLEASE REQUEST ADDITIONAL �J, III—I I�-1111 1 1111111111111111 11111 11111 1111 11 1 111111111111111111 1 1 —111 7. REFERENCE LANDSCAPE PLANS FOR EXTERIOR PATIO/ O - - DRIVEWAY DESIGN. H -111—1 1-111 1 1-111-111 — 11 1 111-111-111-1 —111 8. STRUCTURAL ELEMENTS INDICATED FOR CONTEXT ONLY,REFER 1 1 111 111 1 , -111, 1111 111 111 11 1 111 111 TO STRUCTURAL DRAWINGS U 11— 169 1111 1 1 1 1 1 111 1 1 1 11 1 11 1 1119 REFERENCE A-600 SERIES FOR WINDOW AND DOOR SCHEDULES .� C ._3�0 110. ALL INTERIOR WALLS TO INCLUDE SOUND INSULATION,U.N.O. \ , + _� , ,z. — 1-1 1 O I _ S -1 1 1 1 1 1 III 11. CARBON MONOXIDE AND SMOKE DETECTORS TO BE LOCATED IN ICI I FIELD PER ASPEN MUNICIPAL CODE CH.8.15 / ' —III - '-303 12.E N.OARDSC SHALL SLOPE AT 1/4i• i, iINIMUM. w \ 0 ll �__ ) LIGHTWELL,OPENTO ABOVE �j —11IRON IARDSI ICK - I- 1 /� = III III III-11 _ =111=11 1 b-0- 1 11-111— 11-1 1-11 -,- —III — 1 _ _ II 1 � —:�_ ,� rft -' I.I �� III— I — _ -1 -I I -I I III—III—IIIIIIII I +301 , -1 ,© o ,� III�III III II — — W _ �_ _ '� 1 - i t 1 tl t- rt1rifi 1 1i 5 1= 1= _ f r Are i*----;: ii*-4-. t I 11 A,. 1 I� I —IIII I FITNESS DECK AND I -� I�\ 1 _ III . 1 111-1 1— 11-11 C� ART LOCATION,RE: S/ GYM -_- k/ 4 * HW . ._I 1 _ 11 111 111'- 1 1101 1 11 111- r C_ I FAMI6Y_ROOM I __ _ _ 1k14 �BUNKBAT —�r 1—fi r 1 -- r 1 fi 1 -1 1-111-1 cn ._ " �' 1r l-s OGGGEBOVp __ ® .�_ "®f MECHANICAL i,` Id__ s �� — 1— — — 1 -1 1 =111=1 1-1 1 1=1 >- W w O L _ ,,.i411f.� / A 111 _ 1 111 111 11 + 1 I 111 u 0 �� �' 1= - -11 =111=1 1-1 I KIfY o 1 _ �� _iiii _ _III III -III ,ail' OUTDOOR E LAN AND GAME I, _ I I- cm /� rREAR YARD SETBACK � .\ TERRACE,RE:LANDSCAPEfal ' ii � � o �WIN �_GALLERY r � + v,`0 a \ �. \ LANDSCIN-GRO SPASPA,RE_ �� i = ' rrl ■ —II�I1 � � _ LANDSCAPE AND SPA DRAWINGS i ill 1 �� 1 I11=1 1 �;0 : .-3. 1 =11 III=111-111=111„1 II 1 111=1 1 =_I__ _ , 1 - -�1t N I I I-I I I_I I I- I I_� - 11 - 1- � ,„Ni.LAUNDR _ DATE: SNOWMELT J__,�r 1. 0 11_111—II ' __ _ 4___: — I —11 -111-111-111-111=1111� -§111 111-111 + zazz-�-0b 0\ \ \ ) �, � —I lµ ,� � 1 III—I I—III— I� = I _ _ 1 ISSUE: \ \ ftrApqmeiefteIt �1 III=1 -��___. 1. =1 -I -III-III-III-III-I II III=1 CHANGE ORDER 2 -I I -I I� I � I _I I I I I I ���� _� 11 _ __ -11 - 11 r41 1-1 1 A =l,-r- += 11 1 1 1 = PROJECT NUMBER. RR _ OUTDOOR IP KITCHEN/BBQ � -III-I I I � I— 7511171411 ��� � IFE�� � i rt`Iti`Iti`Iti`Iti`t�`��ttA-12�ts tts - � 11 1 1 1 I Za"Z Pti - — 1 11111111111III III III=111 111 1111111 1I 1 = _ 1 11 -LJL � Av" 111 111 111 111 11 11f § I 11 11 II I STEEL FRAME FOR SEASONAL CLOTH SHADE SAIL ', I 1 1 1-1 1 1-1 ci -1 1 -1 1 1-1 1 1-1 1 1-111 1 11 1c11 —1 1 111-0—1 1 1—I 1 ± 1 1=1 - DRAWN 8Y_CCYCH ECKED BY CCY / rr — 1 II BED I - 111 111 111 111 11 1 0 1� 1 1�1 - ' �� 11 11 - r rt11-it 1=t1fi 11 11- 1 11=111= HISTORY: III III III III II __ 1 1 11 1 1 111 1 III �, RE DATE DESCRIPTION ® _ _ 11-111 111=111- 1 ± 11_I I_ v,o,2, GHANGEORDER#1 �1 11 111 II II II 1111E -3D_ 2 OS/28/22 CHANGE ORDER 112 I I I I ' �I d =11 =116116116111HI III=111-�111 111=III= 1 1- 1 = AS1-082 III 1=111III=111111= 1 _� 1 11 1 1 1 1 1 \ RETAINING WALLS FOR BEDROOM EGRESS i t I 1 =11 =111=111=111=111=1111=I 11=111-111 111=1 1= 1 ± - - �� �' 1=111I 111=111 111- 11 -_ = 1 =11 =11 1 1 1 I El =1I III=III-III III III III=III=III II- r GUEST MASTER —III— 11=-I-f t- 11-f 1=E�_�-- 1 -\ 11 1 —_-1 —11 =111— 11 11 H 11-111-111 11 1. - . 1111111 111=11 - I eit__ 1 =11 — I 1 / \ \ CLQ' IT III-II11111 I I I I I II� II I�IU II II _ _ — �IIIIIIIIII�IIIII�,IIII I IIII � o ❑ Q __ _ _I -III __ =111- 1 �� � �� I I 111 �. 12 � � , — 111_111 1 1 _I 1 _I 11_I 1 -I�I 11 1 1- 11 =1 1 -z 11-111=111=W=111=111=111=111— =1 _ -11 -11 -11-111-1 1111 III ' r i l I III III 1 III -1 11 III III III 1 -I II Ic111 11 I 111 11 III 11 + 11 III- ,oF(' To(o - - - 111-11 '7 III III-�I I-I 1 I-III-III-I 1 I- 11- $ - - - —II -III-III-III-I 96 I I I III I l_l. 6-0-_TI I l,•-0 g,o I I I Iz<.2- III I III !I I I I I I I III I 1= O 11 I- T 51gl\ 1-111- _ -_ I -1 -11 -III-1 1-III-1 . III III III III III II 11 _ _ _ I"1I�III III III III III III+III HI 202952 =111 111 11 1 011 1 11 =1 111=111= 1�111� 1�111111 K L 11 11 1111 11 111 11 I 1 11111 Hill 1111 I firR1J'RLAN `��SFD AHC''\ U 1 11111 111 111 11 1111 _ I II I -111 111 11 1 1 — — 1 1 111-111 111 111=I 11I I I+ 11 1 - - 1 I 1 =11111=111=111= 11— 1- __- -�-�— OVERALL PLAN 1 1 1=1 1 1=111=1 1 11 1 1 1= 1 1 1 1 1 1=1 1=1 1=111-I 11I 1 LOWER LEVEL =1 11 =1�Ir111=III=III=III=11-II1 -_- - =1 =11 I 11=111=111111— 1 11= 11 1 _=1 11 1 111=111=111=1111111 1 —1 =11 =11=111=111=1 M 11=I 11=1 1— 11 _= 1 1111 1 I =111-1 -1 I- 1- 11 111=III=III III 111=I 11-I 1 I- - I III III III I -1 - 1 1 III 11 1 111111111 111-111III 1 111�111 111 111 11-1 1 1 + 1-1I I I I_I I I_111_I I 11 111 111 111 11 1 1 _111_I I I_ 1 - 1 1 1_ 1 _I 1111=1 1- H 11=111= 11- 1111=111=111-1 -III-111-111-111- 1 H 11- 1 11 111� 1 1 1111 1111 1111 1111 1111 1111 111 111 111 111111 11 I-III-III 11 A-1 1 0 LOWER LEVEL PLAN ,� O RECEIVED 22OM- A WuAe 2 3P 22 970-927Ba491C""ro81�kinIEN T +I +I / , _ i / 0 ±III—III—III—III—III III 111_ PLAN NOTES I I I 1 ,. FOR GENERAL NOTES SEE A-000 i , 12. ARCHITECTURAL 100'=796T-0" I I / I I 3. CONTRACTOR TO ESTABLISH PERMANENT BENCHMARK PRIOR w TO COMMENCEMENT OF WORK. I / I1 — — - — — — — — — — — — — — — — — — — — — — — — — — — 1 4. CONTRACTOR TO PROVIDE SHOP DRAWINGS AS REQUIRED BY \\ \ 1 I I = LSPECS. :11:11--gr 5. ALL DIMENSIONS ARE GIVEN TO FACE OF STUD AND CONCRETE U.N.O. \ \ II O m16. WRITTEN DIMENSIONS SHALL ALWAYS TAKE PRECEDENCE OVER SCALED DIMENSIONS.NOTIFYARCHITECT IMMEDIATELYOFANY\ I O DIMENSIONAL DISCREPANCIES.PLEASE REQUEST ADDITIONAL C/) I \ 1 I © O DIMENSIONS AS NEEDED II \ \ it I� -300 =7. REFERENCE LANDSCAPE PLANS FOR EXTERIOR PATIO/ DRIVEWAY DESIGN.cl 8. STRUCTURAL ELEMENTS INDICATED FOR CONTEXT ONLY,REFER V i � TOTUTUALDRAWINGS1 RERNCE E00SERIES FORWINDOWANDDOORSCHEDULES 1Q, 10. ALLINTERIORWALLS TO INCLUDE SOUNDINSULATION,U.N.O.11. CARBONMONOXIDE ANDSMOKEDETECTORSTO BELOCATED IN 11 ' , © `�" - FIELD PER ASPEN MUNICIPAL CODE CH.8.15 �� A-2o2 , a© C .12 U.N_O ALL DSCAPE SHALL SLOPEAT I/4"/1'-0"OR 2%MINIMUM. LLJ RooF�iN�eov �� \1 ' I/L,\ JIao ,'=,,,/Z"OFFSET TO FACE OFFf2AMIfJ IH \ ' E— '_y- _ \ 1 ,41) r-= - 25-0 =III\�i' ill —I /1 �\ i.® _ , ' 303ROOF DNE ABOVE IVP �1 ` IIFRONT VARO SETBACK _\ \\ � ' ' � ter, IF ' I r 7 si _-_ _ r 1 srs —�2� _ �' �' _ SEASONAL ST \ \�, _ 1 1 II—I ORAGEA 203i -1 — p _ _I ,_ .. 11 11 II 1 vIII IIII II III--II). , ®®®p �� - N�F;�'+� FIREPLACE � I � �_i I - ' A-202 1��1 -II III� I-III- - III z II0 \\ I I j� ' \ /1 /,- OUTDOOR ROOM:� i� t0 / KITCHEN -7 � - - - \ \ r O — — \\ , ___ fl , i I 101'-10�1/2'x TRASH ENCLOSURE III _11III —III III- W \ I _ \ I1 I GARAGE o Ct — \( \ ___ g _— o \7 p iACK KITCHEN PANTRY "n 11 11 II\ \ / — II _ _ _/ MUD �� 3 1 III—I III p0p \ L i MAIN LIVING TERRACE �' III- / ' __ \ I \N. ILI II - w / _ PDR 90T_10 A-zo3 — II O \L\ PLATE STEEL/SHADES BELOW(4) ���� \\ S;, / , � �_1=_�.�.����� - N O r+ LL \ V1 ' 5025.F.SNOWM REAR YARD SET64CK _,_� --- -l��w I ----- ROOFLINEABOVETV iIi. 100-0 —�- ---- I_... CDATE: PFL: 1^-20, l —�— / 1118111111 '' MO HOE , too'-0• I N: ®S�� ,i - �w"ww © CHANGE ORDER 2 MOVEABLE SHADING PANELS N ) ,,I (2),BOTTOM BEARING,INFILL /'''''4�'' irj .- _ �Ilf � I 30 PROJECT NUMBER: \ WITH GAPPED SIDING MATERIAL �' — �f.:-� i_I - - -- A-122- 9 ��T ! n \ 20112 \ TERRACE REPE SLANDSCAPPE(fBD) 2TAIR TO LOWER 1�i'o' r 1I 'I' / STOR \\ �41I., 1 A-123 ill 'CI \ / \ ' ' 11 'FFICE I'I •i6 AUTOCOURT ' A DRAWN BY_CCYCHECKED BY CCY wI \ 1 LI `J f O \ gllll—i � i V HISTORY: / MAS ER BEDRO M P _ DATE DESCRIPTION \ I ��, ! _— REV 1 12/10/21 CHANGE ORDER#1- 2 A51-001 / / /, l� tom` p t 1•4 D 05/28/22 CHANGE , 3 U' A '1 12I 5-0' 25-0-� Z\ // / / / / \ , A-203 O 4 ACCESSORY BUILDING` BACK 30'-11/2" 101'-101/2' FROM PROPERTY LINE FRONT YARD 615 5. r � I 1 SNOWMELT I V / - "..L 200A / BEDROOM TERRACE I �\ / to j 1_00'-0+II J Q -� GEAR SHED 1 1 - � Z \ 02 MA51TER BATH I 1'•"ROSE•VER •N AT E•:.H r 1'-,' 2 I FR• i:_ pp COS I p9 1 90 r,'LAN0\ RJR.II202952 U O� C74 OFi O \ K l'SFO ARC* OVERALL PLAN MAIN LEVEL Ili SCALE 1/8"=1'-0" A-111 MAIN LEVEL PLAN 1 RECEIVED 1/8'=1-0' O CATRE CARR YAW AI �p�Bzz 228 Midland Avenue ., Basalt,Colorado a, PEN w 970-927-4925I v. w��,65 cw4. 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. �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. U.N.O. T T Q Q w •-202'i \\ 1 ® 3 0 I A-203 I . . • z 0 O I Be.,,,�. n 1 = 1' Lu �/ �.. o I ® 3� I I I U ooa I ilftliMilalki I I I I ,^ r........„,„.......„ LLJ �, ( I CD ril a © n____----- A-203/ 2 ` 1 1 I_ _ jI ® UJ w° 12 w� i 4 mI l/ll I- 1 V - o t i / GYM '�_ II O I / �o WOOD _' _- '--_ / I _ EGRESS-I ®I © w �� V ' ' r cn 202 r ���_ I 1 ; 004c FAMILY ROOM oose _ _ II _WO@3_ _ BUNK BATH �7n 90' r' I�._0.. ae'_o" BUNK , 4. ---- _ 1005 006 B'A I CARPET 006A TILE T ®l I I DATE- .. 6 - TILE I © I 2022 Ob-0b h e � ISSUE: 0 'I o/4A / oosc 0078 - BEDROOM 5 I CHANGE ORDER 2 _ � / / / 009 PROJECT NUMBER: O --- I ' wooD I MECHANICAL CONC 20112 ® _- (003B) 1 R_s OOSA ' O10 --- �� 004B {:O8 _ Ilk vz. tiaaaI ea'-0 '", / ::::::ccYcHEO<ED BY CCY OOD E MEP AWINGS FOR' „=3� '; o I j II � " isamefte•i288-0 eari _ I REV-# DATE DESCRIPTION 'r___--`__-`_ - I II II III PDR ' s018 3 �'-10^ 7955'-0" 11�" 1 12/10/21 CHANGE ORDER#1- I I II 0 2 08/28/22 CHANGE ORDER#2- ,, I I I/ ------ A81-002 I v — 002 !► — I— — — — = . CLO T 11 j 4:4IVVIE 11 -440 / r r' Ilk 1 010A 1 r TUBE STEEL TRELLIS FOR SHADE SAIL, i 0 I I ; / PLANTER/ I ,,I, ' j i��l GALLERY OPEN TO SKY-PROVIDE POWER FOR ;II I I I�' / TEaI ® —���� �� WOOD I srnc%Eo �® A LIGHTS AND ELECTRIC HEATERS,RE: I, I �„ ASREworerEres HEATER SPEC ; I / I Q I� I �® �'- I i iti�.l m ' I V.' n ores �� n LAUNDRY �>__ I A-201 TILE 3 / 3 1��` ®II OF CO(0 4S yo -ID2 I ., LAN O r�� � RJR. mil■ �� I_ 9i202952 V '11.111 MATCHLINE ,� �M�� ■��i�� ill=I4 r USED ARCS\ I I I o I 2 LOWER LEVEL k c'J a 1 "- NORTH �, \A-200 ' LOWER LEVEL- NORTH 1 1/4"=1'-0' SCALE: 1/4"=1'-0" A-120 RECEIVED 228 Midl 000idI anCAd RRYAWAvenue e p�Pzz ox,( Basalt,Colorado ai PEN 970-927-4925I www��,��k ENT PLAN NOTES 1. FOR GENERAL NOTES SEE A-000 2. ARCHITECTURAL 100'=796T-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. I /1 9. REFERENCE A-600 SERIES FOR WINDOW AND DOOR SCHEDULES v I 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. c CT) c ( I�1 c U.N.O. ( Imo( , ( I^1 ' ` -303 I IV IVI LLJ H I I I I I = W 3 U 02 O W _ _ MATCH LIN E� Q L 0— 0. 2 cn BATH 3 • P W :� A 014 W K� —� Al Ct (0158) 1 1 w0 I I A-200 ��Q ©' BEDROOM 3 V D D o 1015 ` 's •LLERY 0_ F El- WOOD IIO1 O t v IIIIIIi• 3'-6 VT r-r DATE: z N ' 2022-06-06 3 C/ 9D-11 L€ i ISSUE: CHANGE ORDER 2 A-201 1 Co PROJECT NUMBER: IQ 20112 I q 06A) J a DRAWN BY:CCYCHECKED BY:CCY 0 -11" HISTORY: REV_# DATE DESCRIPTION wt GUEST MASTER wz 1 12/10/21 CHANGE ORDER#1- ASI-001 10161 2 05/28/22 CHANGE ORDER 112- C,4IRPET Aswaz • 1 1-e yr 3.-3 VT r-r a'-S -.' / illi SITE WALL RE:STRUCT _ L(016B) 018A b 3 / I �CLO <018B BATH 2 olac' 1017I lam I w2 CARPET TILE � �--�--- pF COO W2 .,, i c:, I I I I�LaN r RJR. , �i 2 202952 SU C1 s-0• 6-0• 11-0• A-200 9-10• 24'-2 2'6• 11_ �`SFD AR- ' 513•_0. f LOWER LEVEL SOUTH SCALE: 1/4"=1'-0" LOWER LEVEL- SOUTH 1 1/4"=1'-0. A-121 RECEIVED O CMidI CARR YAW AI��23P22 228 Midland Avenue ,( Basalt,Colorado 81 PEN 970-927-4925 I v.ww�H f� kR9MENT 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. v I 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. U.N.O. V CT) I 14'p^ 0 9'-10- 9 � za•-r z•G9 I n-zoz / - 1 I I I Ap3 ' -300 I - 0 29•g. C f' R°OPT, Be-111/2" EXT.TERRACE.RE:LANDSCAPE �3 1 i',- LINE TYP Y 2 w I ?1,\ • - •_-_ OD W6 � L / ROOF LINE ABOVE TIP. �/ w '„,...,.: \\ : el -- --iiiiiii;,_-----__ — '_ © I e•-0" 1200° /f ,z-sva• r-s° \ Q w DOG WASH SEASONAL III ' \\ ----___® ,os-,ovr' / STORAGE w i S C/ - _I / 0 • II �I AL., ... =�- � 2 iT.O.WALL \,022, w° `i01 /' I I I �.: ............. \ ' T.O.CURB* 2 a rn 0 I� 1 1 111 _t l2 [q -_._ IS: I® —=I OUT \ 1 1i \ —_ I ' DWi ; �— =TRY -�.=:�: GARAIAC�E�TORAGE TBD (101D) 3- V ^/ j° \OUTDOOR ROOM ��i I e ' IfRERI� Pr—• ��1 l� i8 mow► ® wbASE LL.LL® \ STONE �(� _ I v RECY/FRASH/COMPOST EZEI '_�—!� O • —/ y J,°p Q1 �� L�(� � -�_ LIVING �� �i 1o1'aovr� o —► t'16��-� r KITCHEN '_ B H. �- ---- ----- - - �--- — \ O �' '� WOOD -�_ ' i 106 R�oM CI -� DASHED HNC INDICATES w j �-� DINING i WOOD 106B PANTRY STORgGE -�__I GAN CEJDWELLINGsEPARAnaN I �i --I-1B�1_ F- i BACK KITCHEN INCLUDING DATE: © , iI 10S r , 101'-10 1/2 / — r 2022-0b-0b (/ ,oae WOOD ; - `-- I PANTRY ' V �� r _ WOOD 11041 , GARAGE / 1 ISSUE: I^ �� \\ ---- _- \...... \ 129 4 I _ -J� �- 2 '+ 'FreEDFGZE PAN wooD T^' MUD ' 101 CHANGE ORDER 2 \� ��I I ', \ SINK 1 102 I� • CONC. ❑ Ill O i 2 _© C� � zs'� Il Lli �f''`y,:'' _� _ _ RYSTORAc .. I PROJECTNUMBER: e T"H / 20112 :,i,, i ,_ DW LOW POINT®DRAIN 101'-9" \ 4 „2, I fo.g• I —: WALL OVEN 101-101/2� Wb �� W/WARMING TRASH —� -- " :.. © / DRAWER �, 3 I 3.11^ —_ PDR v' DRAWN BY:CCYCHECKED BY CCY / 108A PREP SINK 103 �P 1-1' ,5 8.-3 1/7 9' SLOPE WP MEMBRANE TO _ __ •-560 _ � SHELVES ABOVE WOOD o AREA DRAINS BELOW OPEN �— APPLIANCE 12' JOINT PAVER SYSTEM ---Y_ _ �� GARAGE / ro ' Ill ❑ A-zD3 HISTORY: ® (101A) \\ \\ 1r„ BUILT IN BREAKFAST NOOK,RE INTERIORS ry 9, O ' H• / REV-# DATE DESCRIPTION \ Gr 1 12/10/21 CHANGE ORDER#1 --- _ ffi / ASI-001 ASI-002 © ' --_�. \\----__0 � 4'-21/4' _ , _ st __��—_— _-_ 1® _— CIE) - - C_—y—_ --_\ O 2 08/28/22 CHANGE ORDER#2- 1101-,o yr W6 4 ,. / / 0 v 106A —- I ROOF LINE ABOVE TIP. CO 0. I I IN l l qil ! ® _.i - I I I MINMOM,II=II ENTRY�_� GI I / I _ ���III— I WOOD -�a CONC.APRON©GARAGE,RE:LANDSCAPE / A-201 I Eriti I I I I 3 11 . I 100'-0. O I i M�� III I• I" !-AI OF C040 o -302 — I ® I lin I j c. • fr N RJR. i A _ i� 0 202952 S.)44Din _ __ �> � 100A II ,II �I I 1 TYCHLINE SF0 ARC'\ 1Do_D. I I I I I I 2 MAIN LEVEL I d (4114\ i la a ' 1 /Az NORTH MAIN LEVEL-NORTH 1 SCALE 1/4"=1'-0" 1/4"=1'-0' A-122 RECEIVED OCMidI CARRYAW e ox p3Pzz 228 Midland Avenue ,( Basalt,Colorado a, PEN 970-927-49251 wnw�H� k ENT 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. 9. REFERENCE A-600 SERIES FOR WINDOW AND DOOR SCHEDULES ROOF UNE ABOVE TYP. 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. r 1 ci) Q Q c U.N.O.Q Q v �3 ENOO w F- I I LLI 30 IIIIIIIIIITIF li•` Ilk ,I Z EMI 1ooA it-- Ali MI 'Mr- CI MATCHLINE® 1 F/31/2Q R (11oA Erl II 0 ® w WI ID Ct 2 (, OFFICE L�..I �t Mil M ® �I U w A-zo, WOOD (111A) 0 1 0 i 10, M @ J D to o - ° rw —� LA YI t \ �o0 CAD RE: NDSCAPE AND CIVIL DRAWINGS - — 1 ® FOR AUTOCOURT AND ENTRY DESIGN � �I AND DRAINAGE PLANS 4 II I • DATE: 2 2022-06-06 ISSUE: 0 CHANGE ORDER 2 A-201 MASTER cc—o PROJECT NUMBER: 1 a BEDROOM 8 20112 I WOOD N W 0 CC DRAWN BY:CCYCHECKED BY:CCY _ HISTORY: tao'-0• I I . r ,I I • REV_# DATE DESCRIPTION 1� ® 2 05/28/22 CHANGE HAN EORDER112- LH. -- - �� 1El 14A) - - - — — , (200n7 - —- -—-—�—- • i a s �� WP © ,I I W I SLOPE BELOW OPEN-JOINT 100'-0" - 101'-9" DRAIN BELOW OPEN-JOINT 4111 4B) x Wg 5 STONE PAVERS Q --- , ���' A- 7 0 MASTER BATH Q 11 e I GEAR SHED L, • `O2 II - WOOD 200 �` R CONCI 1 0.I k `114C WC 0 /; , 1115 I ��®� • ACCESSORY BUILDING ■I e■ -I _ — — — — — — � -- -—-— - ®I R REEL J _I �pF Cp�09 9 0 T 1, 100,D., WB 6 .LpN O --I ■ — rf.RJR. - - -— -,--= -,— s® ^ 202952 �� 2 O C U I 4',9 G\A\ s_o• X 6-0. I. 11._0. A-zoo s-,o• za-r �—z�• i AR zr-o• I I I I T I r I I I I MAIN LEVEL SOUTH I MAIN LEVEL—SOUTH 1 1/4"=1•-0' SCALE: 1/4•'=1•-0•• A-123 RECEIVED O CATTLE CARR YAW AI)c�23P22 228 Midland Avenue ,( Basalt,Colorado a1 PEN 970-927-4925 I v.ww��,f��kR9MENT 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 . A ) U w F- Q Q 0 = w _ U w ' ai 1 Pr:t CI 9 KL l�s , ze•�. O59-111/2" VI I r 36 6 W w O Q O / IWO(2)PATIO HEATERS WITH INTEGRATED S r9 10' 24 2 26' O I -300 / 1661/2. CO I \ w _ I= OCCUPANCY SENSORS / ' i1 _ w RE_SPEC .1 i-303 ..� g•-g. p _= INTEGRATED DRAPERY -300 r ' ®/ uGHTWELL OPEN r 9'-10' u' '� / EXPOSED GUTTER w C m ©' .' TRACK IN REVEAL 1 —' /� 1 \ 1 p ,t __ �� FASCIA ABOVE,TIP TO ABOVE O - ��� - i d r -� , —'� OPERABLE �aa I �� C C 2__' ���• METAL SOFFIT-- -I -- \- Wtr uGHTWELLGRILLE I -- -- -� > _`! ` © _--... 1 ABOVE TO REQUIRE �/ Z © • —/ ' Ili © ' LESS THAN IS LBS OF 0 (/� _ �_ _� SEASONAL STORA GYM �� FORCE TO OPERATE V I.o Q `" 30 7T��— H !III N — ry 301 I 3 � C4-6W8 FAMILY ROOM 00' �' (- �l��./t____ _ LNING—� •�• a i II tO10 0 _ TH I —�—� —DINING — -- -- -- -- -- - 7 iG - \_ • o �I C4-C WB C BUNK I'�8A 5 �a-B \ - C) DATE: �, _� REVEAL C3:GAPPED• _ 12-11> HE�i�BACK KITCHEN PANTRY -----� --- GARAGE - ! r,,00 : �'� iBUNKcBATH86, �/ zOzz-OCi-0G © 1 _II II' © , _ Ci BEDROOM 5 ISSUE: Oe N , MUD 4 _ ' _ ' •�' HOOD --�, - C1 ACCESS STORAGE II., ��, METAL SOFFIT C 0 OWB CLO 9._0N' MECHANICAL § CHANGE ORDER Z PULL STAIR, 9co" PROJECT NUMBER: C1 la IN TRUSS ROOF -� I� r iLil 1 i C1 im ME---"r---TAL SO 8'11V5/8" -_ 8 b ' 11'-95/8" �._J •-e Vq• �' PDR C1 r - - 7 DRAWN BY:CCYCHECKED BY CCY I9-101/8" „—v 8 6__ '.7� '� -- -�_ $ TUBE STEEL TRELLIS FOR rit1*I 78 6 1.. GALLERY/IITS fq B_ 'IIAND ELECTRIC HEATERS RE:I - EXPOSED GUTTER HEATER SPEC -------4.. i 1 I �i REV if DATE DESCRIPTION I- ENTRY I -- ,All A -_ 1 12/10/21 CHANGE ORDER#1- METAL SOFFIT y IWO(2)PATIO HEATERS LAUNDRY y 2 05/28/22 CHANGEOROERIQ- / I I' 8 WITH INTEGRATED STAIR OPEN Cl - As-oo �� _ OCCUPANCY SENSORS /� ABOVE I i®1 �� _ RE:SPEC i 02 `/02 q `02 .q er I I A ��,-� METAL !' �I =1� \ II I \ 9 FASCIA ABOVE,TYP. STORI BATHS EXPOSED GUTTER OFFICEC1C1 it I 4 qClCLOINTEGRATED l 9-b - o DRAPERY TRACK IN rr REVEAL 11 r � •I Ii I V _ - - --BEDROOM 3 -I qc1 -_ - A -40I METAL SOFFIT AL.�� C4-GWB \\\ I I _ FASCIA ABOVE,TIP. I _ �' I EXPOSED GUTTER \-0Z \ 1 , MASTER BEDROOM DRESSING ROOM bp L c I c1 tt OF COIO I. 9 10 I 9 10 I I .�� 99 I,-© �11 - GUEST MASTER O V +10'-01/2" C4-GWB ____ y,b . • q-I -—- \ m — - \ 11 202952 10'-27/8" �� MASTER I� GEAR SHED ,� S i0. II L1 PLY 40, 1 orr,..R.,;But, �ti FD ARG v� ID 8'-1 7/8" BATH 2 CLO L Cl METAL SOFFIT ❑ ,_}, ��I ® 9 12J RCP DRAWINGS 5'-0' 6•-0' 11'-0" 9'-10" I, 24-2" 26' ^' ^' K A 5-0' 1 6-0' 11'-0' 9610" 5866" I I/ �� 31 W 10' II , C 1 K L O O © .I.. SCALE 1/8"=1.-0" MAIN LEVEL- RCP 2 LOWER LEVEL- RCP 1Am 13 O RECEIVED 0001TLECARRYAWAI x p�Pzz 228 Midland Avenue ,( Basalt,Colorado 81 PEN 970-927-4925I wwwitycok ENT HEIGHT LIMIT LEGEND EXTERIOR MATERIAL LEGEND EXTERIOR ELEVATION NOTES �` 1. GRADE SHOWN FOR REFERENCE ONLY.RE:CIVIL AND PRE-DEVELOPMENT GRADE 25'OFFSET---'----- r_r ,T"-- LANDSCAPE DWGS FOR ADDITIONAL INFORMATION 2. PROVIDE SAFETY GLAZING AT ALL WINDOWS AND PV EQUIPMENT PER SOLAR DESIGN,REi. — GLAZED DOORS AS REQUIRED BY APPLICABLE CODES. ELEC PROPOSED GRADE 25'OFFSET---"--- - �. ' 3. PV ARRAY INDICATED FOR REFERENCE ONLY,RE ELEC (GENERALLY MORE RESTRICTIVE) -- DRAWINGS FOR DETAILED INFORMATION,SIZING, M-02 HALF-ROUND CUSTOM STEEL GUTTER, C. T- CLEARANCES,ETC. ROUND STEEL DOWNSPOUTS,SHOP FAB 4. GRID LINES AND DIMENSIONS ARE TO EXTERIOR FACE GABLE ROOF HEIGHT PER SHEET G-007—- -— ST-01 -VERTICAL CEDAR M-01 OF STUD AND/OR FACE OF CONCRETE U.N.O. ST-01 2 3 STONE VENEER SIDING BLACKENED STEEL PANELS, 0Dfr -300 M-01 -300 WD-01-WHITE WOOD SEALED �� - i- --.er WD-02-DARK WOOD M-02-BONDERIZED STEEL M-03-PRE-FINISH SHEET METAL WD-01 /\/ V -- HLHL �-�-• '. OBLIQUE i 18-21/2 - ra98rvEnm NG - I� --- -------------------------- ------ MS,.NANG ROOF HEIGHT 4 „02 r I a9rv7 rvl ®EAVEIII = LLJ I U w <106A) v) -�� = :_ — Q w SAFETY GLAZING© — - - 'I GARAGE • Ct GLASS GUARDRAILS --__ '�ilwam - -- Iim momal r-I 968'10 01/2TYP ii• Ii iM L ww— - I iF - - - - -- - - - - 7967'-0" • U w • v In Q u �� _ w� -L -- _ Q Q — �� E — _ — s'U _ _ ..-...� to w - v d Q n O MOVEABLE EXTERIOR SCREENS(2), ___ --'-�- - ALUMINUM RENSEN SLIDING SCREEN �� - FRAME AND TRACK(LOGGIAWOOD) F- A 4_,— (004B) 0 0�43A o o - - - --' - / �'- WITH CUSTOM CLADDING DATE: � -.- _ 2022 06-06 ,n ---LI ISSUE: _ _ _ _ - - � L - - - - T.o.FOOTERCHANGE ORDER 2 _.. -� LOWER LEVEL_. HIGH - - "- PROJECT NUMBER: TUBE STEEL TRELLIS FOR SHADE SAIL r 7954'-0 1/2" OPEN TO SKY.PROVIDE POWER FOR A 1 I I I---J 20112 rl LIGHTS AND ELECTRIC HEATERS,RE LLL-r L_L-__ __TTL Ll L HEATER SPEC I I _ _ _ _L I I _L SOUTH-ELEVATION--MA1 N T.O.FOOTER LOW • DRAWN BY_CCYCHECKED BY CCY 1/4" 7951'-b" M-03 HISTORY: M-02 3 2 1 REV-# DATE DESCRIPTION )2 -302 -302 2 08/28/22 CHANGE ORDER 112- ASI-002 M-02 Ta srvEnTrvinl�®relocE WD-01 I I SNOW FENCE-RE ROOF PLAN FOR .-----.—.—.—.—.— —.—.I ---.—.—__ —_—.-- MASTER 11313/4 HEIGHT OCATIONS WING-ROOF HALF-ROUND CUSTOM STEEL GUTTER, - A '- I- -I - __. - 109'-101/4" IIII „T-10,/4 ROUND STEEL DOWNSPOUTS,SHOP FAB 1 \ 7977-101/4} 1IIIIIII IIII jrr 1- �\Ta SHEATHING HALF-ROUND CUSTOM STEEL GUTTER, ROUND STEEL DOWNSPOUTS,SHOP FAB W0.01 ,� M-01 EXTERIOR SOLAR SHADES AT V9 f -- ® ® I - - - WESTERN FACING WINDOWS, QF CO(O ® III ® 0 ® INTEGRATED INTO WINDOW A, 99 O - HEAD O ST-01 L7 ® .LAN O .RJR. GARAGE p— �i+, r _-: ��_. 96a_.tsi LL- '-1 o vz° — — — v I —+ 796a fo yr O� 202952U MAIN LEVEL i J J I _� I I \\I\ maw LEVEL �SFD AAG\ 7967'-0" ---- ----1 ��� /� ��J� o� o O ICJ 0 �� -�Ii L \` STEEL GUARDRAIL RE STRUCT •. •• Z / _•-° —Is - - - - - - - 9-- -_ - __� L - -• ,/CZ 1 EXTERIOR --_._.�•••__ ELEVATIONS /// EGRESS EGRESS --�'-- •-_••-••- , S i I I I SCALE As indicated � I I _-- —_—_—_—_-- -- LOWER LEVEL., f� LOWER LEVEL TO FOOTER HIGH r __ I TO FOOTER HIGH . 7954'-41/2" T 7954'-41/2" O PARTIAL ELEVATION @SOUTH WING7951 b — — — — — — — — — — — — — — — — — — — — — — — — WEST ELEVATION MASTER51 1 RECEIVED �_ -_I TO.FOOTER LOW FOOTER W r b LT 1/4 1 0 .) 1/4 1 0 228Md1`nd Ave YAW All. 7223pZZ Basalt,Colorado a, PEN 970-927-49251 v.,wwt1 foA tlENT I ROOF ASSEMBLY TO MEET UL ROOF ASSEMBLY TO MEET UL 790 CLASS A ASSEMBLY 1 790 CLASS A ASSEMBLY CLASSA RATED METAL REQUIREMENTS I I CLASS A RATED ROOF REQUIREMENTS I I STANDING SEAM ROOF MEMBRANE CLASS A RATED ROOF NOTE VAPOR BARRIER OCCURS IEXTI 1/2"PROTECTION BOARD NOTE VAPOR BARRIER OCCURS IEXTI UNDERLAYMENT AT INSIDE FACE OF CLOSED 1 IAT INSIDE FACE OF CLOSED I CELL SPRAY FOAM SLOPE SURFACE TO DRAIN, CELL SPRAY FOAM. 1•-412•TYP 1/4'DENSDECK — i — IRE:PLANS - - - - SHEATHING II FIN.ROO� GABLE SLOPE=7-1/2"/12, RE:PLANS II I RE:ROOF PLAN (TAPERED POLYISO RIGID - --- — = — - - POLYISO RIGID ;■■n■■�■■.�■■�.■..■�■■■�.■=.1 INSULATION,3"AVERAGE �_�_________ INSULATION,31/2" THICKNESS,R-15 REQUIRED THICKNESS,R-15 REQUIRED IMMEMENNEMENNEMENNEMENNEMENNI1 IMME ENNEMENNEMENNEMENNINEE1 WATERPROOF ROOF WATERPROOF ROOF 1 UNDERLAYMENT � /'� UNDERLAYM ENT �,/ � IMEMMMMMEPEEMMMMMEPEEMMr,GiNM M� 1 I������M EPEE M5MMM�PEE�SI.MM N�1___ __ T O.PLY ' 1 _ _ __ ST RI PLY RE:STRUC i ���_ T RE:STRUCT+ I— ��"A�A�A�A�A�A�A�A�A�A�A�A�A����4.. . 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I RE:RCPS 512 µ RE:RCPS RE:RCPS II Aswaz IINTI \ / 114• 15/8'ACOUSTIC GWB, III III III III III III III III I 15/8"GYPSUM BOARD I PAINT BLACK 5/8"GWB I WARMBOARD-R RADIANT INT I GAPPED WOOD CEILING, I I NT CEILING FINISH AS IEXTI PANEL WITH 1/2•'TUBING,RE: RE:SCHEDULE APPLICABLE,RE:SCHEDULE I (MECH. I 11"MINERAL WOOL I (INSULATION I I CEILING-INT.RADIANT CEILING C3 CEILING-INT.GAPPED WOOD CEILING-ACOUSTIC CEILING-INT.GWB CEILING FLOOR-SLAB ON GRADE @ EXT W/SNOWMELT 3"=1'-0" 3"=1'-0" 3"=1'-0" 3"=1'-0" A I OPEN JOINT STONE PAVER OTE:AT LOCATIONS WITH SNOWMELT, EXTEND RIGID INSULATION UNDER SLAB 12•' I IEXTI I ONSSYSTEM LOW-RISE PEDASTAL FINISH,RE PLANS 1 ;EYOND EXTENTS OF SNOWMELT TUBING I I INT ICONCRETE TOPPING WITH I I I T.O.F.F. RADIANT HEAT j:j/ //// �// / / / /' --------- (STONE PAVER,+\-1-1/4•' I /j/�/// ,�/j�/jjjj//jjj//�j/j�//j// I RE:PLAN / MORTAR BED I °r', WATERPROOF ROOFING T.C.F.F. 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P iTwime, c, t Wr� �r B.O.ASSEMBLY B.O.ASSEMBLY _ _ COMPACTED FILL,Re . 0":�, '��' :40 � "' I N N,a -1I —I —III— IGEOTECHREPORT I __ __ I LL I_ __ B.O._ CLG. —III—IIII I(III I I I 1 1I 1IIII I�I I—III—III—III—I —I IRE GEOTECHCOMPACTED REPORTFI SCALE 3"=1'-0" B.O.CLG. III III I—III—III—III—III—III—I 111 I RE:RCPS 1 \ RE:RCPS ' I I IINTI I INT( I IEXTI IEXTI q C 00 (CEILING AS APPLICABLE, RE:RCP AND CEILING NOTE:DRAFTSTOP ASSEMBLIES I FRAMING AS NECESSARY, RE:R302.12 2015 IRC I I I RECEIVED FLOOR-CONC.S.O.G.©INT.SPACE,GARAGE,OR EXT. O ATLE CARR YAWA T FLOOR-WATERPROOF DECK FLOOR-FRAMED FLOOR �f�Opp F4 3"=1'-0" 3"=1'-0" Fz FLOOR-SLAB ON GRADE @ EXT PATHWAY/TERRACE F1 SNOWMELT 228Midland Avenue 3"=1'-0" 3"=1'-0" Basalt,Colorado 8,,,A,N 970-927-49251 www0 65k ENT Vicinty Map f F -,- � 4 M < r r MNKN LLC. I, " Y :i` '',{ ., L ,mot r I I " ",,,„ :,, t - 4,,>, �Q*>'&t . ., .yam Nw a�; 688 SPRUCE STREET A 4 tl s � x, _„,ki old pL <°ne p„ne W li '"7 $in' , e, Ra �,- :� � � RESIDENCE 1gt ► tV i. 4ki1 .': .. N ' , BUILDING PERMIT , ri v 44 ____,-.0. .. r "c .:0 south.. °J. r ;,. ,i ,,,,,,. 0, .„) . . ...,. .i...;,,, ....,• ,:Al .,,,, . , , ,,..1".1,1. ,w-yozla -- 1,„.'•:"Ao' 44;?•-• 44 �+'y ASPEN, COLORADO '?, I! - �'� � 4 � ' y,` ISSUE: OCTOBER 16, 2020 e Gf PI. w+� k� . d d d d d ,� _• +y. ;k,. r, , ,�' ' ' ' ,;F t L4IW `1 ',. ASI 02: June 02, 2022 E o .;u' C.. ` o? i^ 1 li y 3 3 3 " y 3 3 3 t � _- it � v a � c a it � � � c o NOT TO SCALE I\ ;..___.__ _ _ _ ' Sheet Index d 4 4 cc cc q a m 5 MIE •- 1"•� ` '',71.Nk.0.7 7t, _ I P N N N N N N N N N N N N N N iv S h t l d • �A A "�� A ao o n a ao - w . 8 M v N c g \ '� �,., a!� , Sheet Sheet Title N o Sheet Sheet Title NORTH "�� -'a o o o o j � � ° � s. ��� ,� 4,,� 81 No. � Landscape Drawings: Consultant Drawings: c` /�/ n y 3' h��`; GENERAL INFORMATION:• IRRIGATION SYSTEM SERIES I oo � cs y �/ \may LO-00 Cover • o o R-1 Irrigation Legend&Notes �E// ( n �./ _� aA ��`�[ ` L0-01 Hardscape Site Reference Plan •• IR-2 Irrigation Plan • 0 0 0 0 0 °' a - LO-02 Landscape Site Reference Plan • IR-3 Irrigation Details • .,,,,, „ \� i1 Irrigation • �'+ -!/ t! L0 04 General Information // err'•/p, 0, ti Project Description I . . 3°. , ca as „ ��raR///11,11:,,,/•� �� ° WATERDESIGN on Det Plan and Notes ° I - "•e /j//// /,I/• _, _. _. ry, PLANT PROTECTION AND REMOVAL SERIES: pa o „d(All,`d I///_/.pn�7 • SP200 Spa Plan ' L1-01 Plant Protection and Removal Plan 688 Spruce Street,Aspen Colorado.Parcel#273707400009. I = �`0""'0,, 44,..", �•• rI all' = - SP300 Spa Piping Plan o IIIIIIIIIIIIIr _ SITE MATERIALS SERIES: Equipment New Single family residence with gear shed Site work shall include tree protection and removal;Site preparation,including earthwork,driveways,drainage,and ' """D�- _ ��'' • "�_ `. "n 1 SP400 E ui menl Room Plan o I utilities;Lands site features,and planting d irrigation for disturbed area within the activityto f the main house. I{° ''- a �, L3-01 Site Materials Plan • o o SP410 Circulation Equipment Details o Landscape n p gan rrgaenve envelope ® ! SP500 Sections and Structural Details o The following subconsultant drawings are included within the drawing set 3'" i� f"1 ^„ \ t SITE LAYOUT SERIES: SP600 Details o -Irrigation System consultant / ',', :y' L4-01 Site Layout Plan Refer to the Architectural drawing for the following site related components I ` q,,,,, ) '� -Ste Lighting and Electrical € r - structural Engineering I ""',, ? �Z � SITE DETAILS ETSite Details -Mechanical Engineering w �, ,{ Engineer ` o I ��.. ..°'.4:6 � � .. � � �:: L7 03 Site Detail • s ' _ •f L7-04 Site Details • z j y I L7-06 Site Details • L7-O6 Site Details 11 "'In L7-07 Site Details • 0 ° , L7-08 Site Details o , , °„,' 0 L7-09 Site Details vvs(((yggg� L7-10 Site Details o „,4--Z 0j' �� TREE PLANTING SERIES: 0 L8-01 Site Planting Plan • 0 0 0 S' \� PLANTING DETAILS SERIES:ES: ,,, � \ 1 L9-01 PlantingDetail .^ L� L9-02 Planting Detail L9-03 Planting Detail • o - 4 HYDROZONE SERIES: -.r °° - �� L10-01 Hydromne Plan OWNER „, = _ �, �" „�,�� y M1KN 1 1C N884836'v SHEET LEGEND KEY �Y f��Y LL Indicates included sheet 688 Spruce Street ( ) o Indicates included but revised sheet As en Colorado 81611 NTS p , NORTH of project, an me, -dtf aficetion sit e byNote:the Owner'sAspart Representative the and LandscapeContractorshall Alrchiteaintcti.Inacoadditionplet,theup-to Contraaectorset sohallll ensureDrawings all installations andtlons coordinaavailabletionfar by allreview trades atthe occurs inconstruc 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...RECEIVED 06/20/2022 ASPEN BUILDING DEPARTMENT o I o I ® I o I 3) I © I o I o I o 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 Urban Design •Tourism Planning preparation of these documents.Contractor shall obtain officially signed copy from Peak Surveying,Inc.(110 B&B BALLED AND BURLAPPED MTD MOUNTED 41)TYP, E.3rd Street,Rifle,Colorado 81650,phone-970-625-1954)and become familiar with it,the existing 2. Verify utility locates,plant protection and stormwater 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 maintains 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 BM BENCHMARK NO NUMBER DETAIL/ RELATED SPEC. 2. Contractor is responsible for determining means and methods for construction.These drawings may indicate 3. Layout and verify dimensions prier 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 Feld adjustments and layout BRG BEARING OC ON CENTER boundaries defined in drawings,Contractor shall contact Landscape Architect for resolution. decisions m field as necessary at no additional cost to owner. (970)925-8354 BS BOTTOM OF STEP OD OUTSIDE DIAMETER t.0 PAVEMENTS,RAMPS,CURBS 3. Contractor is responsible for repairing all work disturbed by construction outside of limit lines 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 STONE PAVING TVPEI-Sand Set w/ x/Lx-01 x/Lx-OX x/LxAx, owner at no additional cost. work unless indicated otherwise. 4. Contractor is responsible for protecting all existing conditions,improvements,utilities,etc.to remain.My CAP CAPACITY PC POINT OF CURVATURE Planfing Joints _ j/ �Ax W W W.D E S I G N W O R K S H O P.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 maintainingcomplete up-to-date set of Drawingsand Specifications at the drawings.Copies of these drawings(are available from the owner)(are included herein and are noted"for CHAM CHAMFER PERF PERFORATED p a p peci (PROPOSED PRIMARY KEYNOTE DETAIL information only"). CIP CAST IN PLACE PED PEDESTRIAN construction site and ensuring the documents am readily available for review by the Landscape Architect and IMPROVEMENT REFERENCE(NUMBER AND 321400 CJ CONTROL JOINT PI POINT OF INTERSECTION govemirg 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.My discrepancies should be brought to the attention of the Landscape Architect for immediate for Mal direction. CLR CLEARANCE PT POINT,POINT OF TANGENCY resolution. CM CENTIMETER PVC POLYVINYL CHLORIDE KEYNOTE(SYSTEM) ADDITIONAL DETAIL REFERENCES - gutility serviceutility prior commencing 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 locator for locates and identification to commence (COMPOSITE SECTIONS/ELEVATIONS, and civil's drawings for dimension controls. work and maintain in field throughout construction unless indicated or directed otherwise. COMP COMPACTED PVR PAVER DESCRIPTION OTHER SECTIONS,ELEVATIONS OR 3D 8. Verify plant protection,stormwater pollufion protection plan(SWPPP),existing improvement to remain, CONC CONCRETE QTY QUANTITY DRAWINGS,AND/OR TRANSITION OR 8. Where dimensionsare called as"equal,"space referenced items equally,measured to their center lines. and Contractor site control measures am in place prior to commencing with conslmction.Do not proceed CONST CONSTRUCTION R RADIUS CONNECTION DETAILS) LLI 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 MAY BE wall or the fixed site improvement.Dimensions to center lines is indicated. Represenlafive and authorities having jurisdiction as negated. CONTR CONTRACTOR REF REFERENCE REFERENCED 10. Provide expansion joints where concrete flatwork meets vertical structures such as walls,curbs,steps and CU CUBIC REINF REINFORCE(D) LLI building elements. CY CUBIC YARD REM REMOVE SPECIFICATION REFERENCE (CSI SECTION NUMBER 'D REQUIRED PLANT PROTECTION AND REMOVAL NOTES DBL DOUBLE REQ MASTER FORMAT 2004 OR OTHER JURISIDICTIONAL Ce III DF DIRECTION OF FLOW REV REVISION,REVISED REQUIREMENT)NOTE MULTIPLE SPECIFICATIONS MAY BE LINE SYMBOLS LEGEND DEG DEGREE ROW RIGHT OF WAY REFERENCED 0 1. Plants shall remain unless designated for removal and shall be protected as indicated.No disturbance is DEMO DEMOLISH,DEMOLITION RT RIGHT O allowed within the dripline of the plants unless indicated or approved otherwise.Protect plants within the DIA DIAMETER S SOUTH plant protection mane 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 6221 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. 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 Architect. . Qvt . 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 buming EL ELEVATION SI STORM INLET 3.0 STEPS O and/or burying on-site is prohibited unless approved otherwise. um PROPOSED CONTOURS 5' ELEC ELECTRICAL SIM SIMILAR 4.0 SITE WALLS/EMBANKMENTS UMI III 5. Prune roots and limbstbenchos 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 0 Q O Z Additional utilities not shown on the drawings may exist.Verity in the field the data shown and bring any - discrepancies to the attention of the Landscape Architect before starting work. ARCHITECTURAL ROOF LINE EQUIP EQUIPMENT SQ SQUARE 7.0 SITE LIGHTING 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 10.0 MISCELLANEOUS ELEMENTS x x EXISTING FENCE-SEE CIVIL DRAWINGS EXP EXPANSION,EXPOSED STD STANDARD 11.0 PLANT PROTECTION FF FINISHED FLOOR ELEVATION STL STEEL uj ^ 1. Refer to Civil Engineer's utility and roadway,parking lot grading and drainage plans as required.If actual site W w FG FINISHED GRADE STRL STRUCTURAL NOTE IF A KEYNOTE HEADING IS NOT INCORPORATED IN PROJECT,A"NOT USED AT THIS TIME" Li conditions varyfrom what is shown on theplans,contact the LandscapeArchitect for direction as to how to EXISTING WATER LINE-SEE CIVIL DRAWINGS REFERENCE HAS BEEN PROVIDED. FIN FINISH SYM SYMMETRICAL /A proceed. cry one EXISTING CABLE TV LINE-SEE CIVIL DRAWINGS FL FLOW LINE T&B TOP AND BOTTOM V� 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 Q followed due to site conditions,contact Landscape Architect for instructions prior to commencing work. ss ss EXISTING STORMWATER SEWER LINE-SEE CIVIL FT FOOT(FEET) TC TOP OF CURB 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 FOOTINGtJJ 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 Q to exact location in field. T SAMPLE REFERENCE NOTE DRAWING CALLOUT: 4. Verify plant counts and square footages.Quantities are provided as Owner information only.If quantities on plant GAL GALVANIZED TOC TOP OF CONCRETE graphicgraphicsprevail. graphicsPe EXISTING UTILITIES-SEE CIVIL DRAWINGS GC GENERAL CONTRACT OR M list differ from indications,then shall If are inconclusive contact Landscape Ex. Ex-uECONTRACT(OR) TOPO TOPOGRAPHY w 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 a PROPOSED ELECTRIC UNDERGROUND-SEE CIVIL HORIZ HORIZONTAL TRAS TRANSFORMER 5 TYP. u by hand.The Contractor bears full responsibility for this work and disruption or damage to utilities and existing DRAWINGS HP HIGH POINT TR TOP OF RAMP W G G G G 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/lants shall bear same relation to finished de as it bore to existing place ofgrowth.However,at no DRAWINGS Where multiple W p grade g in D NSIDE DIAMETER TW TOP OF WALL P shall it be less than l inch above adjacent fnish tl ry ry tv tv PROPOSED CABLE TV LINE UNDERGROUND-SEE CIVIL instances occur, points a jacen grade. 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 N NCH ES VAR VARIES TYP.added to pavement,except as approved by Landscape Architect. T T T T PROPOSED TELEPHONE LINE UNDERGROUND-SEE NCH(ES) CIVIL DRAWINGS NCL NCLUDE(D) VERT VERTICAL indicate 8. All other plants(perennials,grasses,groundcover,annuals)shall be planted a minimum of 12 inches from face of 'Typical'so only buildingd a minimum of 6 inches from edgepavement,exceptasa edLandscapeArchitect. -R5 WS W5- PROPOSED WATER SERVICE LINE-SEE CIVIL NL NLET VEH VEHICLE an g approved byplan - 9. Provide matchingforms and sizes forplant materials within each speciesand size designated on the drawings. DRAWINGS RR RRIGATION VOL VOLUME _ gna g labeled/annotated 10. Prune newlyplanted trees onlydirected byLandscape Architect. -4'w 4"w 4 4 4"W- PROPOSED WATER 4"LINE-SEE CIVIL DRAWINGS JT JOINT W/ WITH as preonce. 11. Fprovidh gratles of tivedr drainage.Shovel V-cutedgessnd lawns shall be aushand mee atsmoo ly and evenlytran wonsth adjacent acent paving, LIN LINEAR W/O WITHOUT ��X��REFERENCE NOTES providing positive drainage. V-cut edges shall be provided at planting area transitions to adjacent -e"w e'W s"w n"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 7 Final location of path to be determined in 12. Provide specified edging as divider between planting beds and lawn areas. -61w e'v e"w O"W- PROPOSED WATER 8"LINE-SEE CIVIL DRAWINGS LT LIGHT W WF WELDED WIRE FABRIC field under direction of Landscape Architect tz"W t2'w-1 z'wMAX MAXIMUM PROPOSED WATER I2"LINE-SEE CIVIL DRAWINGS MATL MATERIAL AT YD YARD \\ SITE SOILS NOTES MEMB MEMBRANE SERIES SPECIFIC REFERENCE NOTE (SUPPLEMENTAL TO KEYNOTES. an Contractor l nti gr shall soil products.ate with Contractor shalle sues aner's llve for locafion of is protected and contamile afireas for stripped co or disturbance topsoil SITE MATERIAL LEGEND PLANT PROTECTION AND REMOVAL LEGEND CONSIDERED ERED DURING CONSTRUALLY DESCRIBES ITEMS CTIE ON. stored shoed products is not allowed. MAY REFERENCE A DETAIL OR Cr) 2.Contractor shall ensure subgrade is scarified prior to installing planting soil and blend with initial lift or /o-, SPECIFICATION OR BOTH). placement of proposed planting soil. 'e ><L/, PLANT PROTECTION FENCING 3.Coordinate placement of planfing soil with other work,espedally ufilities.Placement should occur after CHIPSEAL PAVING,SEE CIVIL 3 STONE PAVING TYPE NOTE CALL-OUT installafion of all hardscape improvements,irrigation system,ufilities,etc.and before installation of plants. e 3a-Spa Copping °4' EXISTING COTTONWOOD TREE,6"CALIPER OR GREATER,TO BE 2// / ,D"p"p"p� iA� REMOVED WITH TREE REMOVED NUMBER IDENTIFIER //- ,/ VEHICULAR CONCRETE PAVING p O 0p0 C STONE PAVING TYPE NOTE:"X"REFERS TO DRAWING SERIES(i.e.SITE DEMOLITION SOIL AMENDMENT NOTES ''////// TYPE 1-NON SNOWMELT D C 3b-Autocover Vault REFERENCE NOTES).THERE SHOULD BE SPECIFIC REFERENCE A� EXISTING ASPEN TREE,6"CALIPER OR GREATER,TO BE REMOVED NOTES FOR EACH DRAWING SERIES.HOWEVER,SOME NOTES 1. Topsoil of irrigated grasses(including turf),shrubs,perennials,and annuals shall bee sandy loam toe VEHICULAR CONCRETE 1111111111111 MULCH PATH �� WITH TREE REMOVED NUMBER IDENTIFIER MAY APPEAR ON MULTIPLE SERIES AS APPLICABLE. ISSUE DATE: 10/l62020 depth of et least 6 inches(6")containing et least 5 percent(5%)organic matter by volume. jjj/ PAVING TYPE 2-SNOWMELT REVISIONS _ 2. Tree soil should have a minimum depth of 3 feet 3'.both topsoil and subsoil layers shall be sand EXISTING BLUE SPRUCE TREE,6"CALIPER OR GREATER,TO BE p ( ) psoi y y _ - # DATE DESCRIPTION loam.the top soil shall be at least 6inches(6")and have 5 percent(5%)organic matter by volume and PEDESTRIAN CONCRETE PAVING• '0>%%%// REMOVED WITH TREE REMOVED NUMBER IDENTIFIER subsoil shall have at least one to three t 1-3% matter volume. ' ,//////// CRUSHER FINE PATH 1 06/02/2022 ASI 02 percent( )organic ma by TYPE 1-NON SNOWMELT //// ., //.//„i// EXISTING COTTONWOOD TREE,6"CALIPER OR GREATER,TO 3. Soil amendment organic matter shall consist of either class i and class ii compost. /�/ • REMAIN,PROTECT IN PLACE j/jj PEDESTRIAN CONCRETE j WOOD DECKING 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-CONCRETE SNOVVMELT 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 e ` (3)PP-14 a PROTECT IN PLACE \ NOTE:PLANT ABBREVIATION ON PLANT depth of 36"when possible. N. N. N. N. CONCRETE STEPS GRAVEL PAVING \ IDENTIFICATION KEY SHOULD CORRESPOND WITH TYPE 1-NON SNOWMELT 5. Soil Preparation: % % s % �no no © EXISTING BLUE SPRUCE TREE,6"CALIPER OR GREATER,TO PLANT SIZE(i.e.CALIPER ABBREVIATION ON PLANT LIST(Le.PP-14 WOULD 5.1. Amendment shall be tilled toe minimum depth of 6". .-- REMAIN,PROTECT IN PLACE OR HEIGHT) REFER TOAPINUS PONDEROSA,14 FOOT HEIGHT, 5.2. Site shall be graded within two-thenths of a foot of the din !.*:•:.ii•'i AR-3 WOULD REFER TO ANACER RUBRUM'RED gna grading p..pp.4 CONCRETE STEPS PLANT ABBREVIATION 5.3. Site shall be free of rocks and debris over 1"diameter in size.Rocks and debris 0.5"to 1"shall k.....0040004' SUNSET',3INCH CALIPER) not exceed 5%b volume and l 0.6"to 1.25"shall not exceed 5%b volume.Particles such :._._._._e'._._._••e TYPE 2-SNOWMELT LIMIT OF VEGETATION REMOVAL (2-3 LETTERS,TYPICALLY by grave by LOJ as concrete,brick,glass,metal,wood or plastic greater than 1"shall not be allowed.The total i FIRST LETTER FROM BOTANICAL volume of these materials smaller than 1"shall not exceed 5%. / , STONE PAVING TYPE 1-SAND SET VEGETATION REMOVAL AREA FIRST AND LAST NAME) DRAWN: JW/JP REVIEWED:MA 5.4. Site shall be free of dirt clods over 3/4"diameter in size.Dryland seed areas may contain dirt , / �s clods up to 2"diameter. QUANTITY 3 5.5. enStrippingaived b)the city f asp indigenous Stock soilling(topsoil)occurshall be onrg native ing getruction outsid(except ///i///////v// s of the disturbance area. pen).Stockpiling may noexistingna vegetation7i i7�7t 77 q7 p7 STONE PAVING TYPE 2a-MORTAR SET-SNOWMELT 5.6. Soil shall have no herbicides,heavy t biological toxins orh hydrocarbons that impact t //f//'//'�//�//;/r; vy metals, gica y pac pan Building {^� Permit @ growth or exceed theepe's standards for soil contaminant UUIII.AII Ig __,_-_7:7:L7, STONE PAVING TYPE 2a-MORTAR SET-NON-SNOWMELT - 6. Written documentation reflecting approved volume and type of soil amendment is required upon c. inspection. n Y 7. Organic Mulch: 7.2. shall be applied tenhe eyard isunfre,htynot agaareinst the l ndtem or high against PLANTING LEGEND TREE REMOVAL SUMMARY CHART PROJECT NUMBER:6183 7.1. shall be applied to the soil surface,not against the plant stem or high against the base of trunks. 7.3. Avoid mulch consistent of construction debris such as pallets. 8. Inorganic mulch,including rock,gravel,or pebbles shall have a minimum depth of 2". �� PROPOSED O PROPOSED PERENNIAL lTM ?O� 4 DECIDUOUS TREE PROPOSED TOTAL 77 689.5" " 9. Designworkshop has complied with the criteria of the water efficient landscaping standards and x' AND GROUNDCOVER GENERAL whn p p pings EXISTING TOTAL 33 246" �+ applied them for the efficient use of water in the landscape design plan P; \xv\III///7j o `- PROPOSED + + + NOTES: INFORMATION • �`��'^�/ - (+ E CONIFEROUS TREE PROPOSED TURF LAWN 1. Only trees larger than 6"caliper in size are provided on this chart Mike Albert i////KIt\x� ' Addifional vegelafion(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 vegetafion removal shall be determined in field under O 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. Pe E g O PROPOSED - NO MOW FESCUE L O O 3 (ECEIVED o L ORNAMENTAL GRAS' --- 06/20/2022 R� 6, I O I 02 I 03 p I 05 I © I o I Ore I ® °COPYRIGHT OEsicNWORKSHOP.INC ASPEN BUILDING DEPARTMENT I 0 1 ® 1 ® 1 ® 1 ® 1 ® I ®] I ® 1 ® DESIGNWORKSHOP PLANT LIST Landscape Architecture • Land Planning SYMBOL/ABBR. QTY. BOTANICAL NAME COMMON NAME TYPE SPACING SIZE NOTES Urban Design •Tourism Planning CONIFEROUS TREES Asheville.Aspen.Austin.Chicago.Denver.Dubai Houston.Lake Tahoe.Los Angeles.Shanghai PP-12 21 Pica pungens Colorado Spruce BAB AS SHOWN 1Z HT Full Dense Specimens,No Shearing, Green Only PP-16 8 Picea pungens Colorado Spruce BAB .SHOWN 16'HT Full Dense...en,No Shearing, 120 East Main Street Green Only Aspen,Colorado 81611 _ _ PP-18 8 Pica purgers Colorado Spruce BAB AS SHOWN 18 HT Full Dense Specimens,No Shearing, Green Only (970)925-8354 PH-12 6 Picea pungens'hoops, Colorado Spruce BAB AS SHOWN 12'HT Full Dense Specimens,No Shearing. (970)920-1387 Green Only PH-16 8 Picea pungenshoops, Colorado Spruce BAB AS SHOWN 16'HT Full Dense Specmens,No Shearing, Green Only W W W.D E S I G N W O R K S H O P.0 O M Promised coniferous caliper inches 459"Mote For trees less than 20'tall Sirch caliper trunk ow used For trees greater than 20'tall,12-inch caliper trunk ow used DECIDUOUS TREES O PT-2 5 40 Populous tremuloNes Quaking Aspen(SingleStem)BAB AS SHOWN 25"ca1 Full Specmen,Straight Trunk, Field Collected PT-3 6 Populous tremulostes Quaking Aspen(Single ..BAB AS SHOWN 3'.1. Full Specimen,Straight Trunk, Field pellected nmen, PT-4 3 Populous benoloy aking es Q Aspen(Single-Stem) tem)BAB AS SHOWN cal. FUIISceamen,StragM Trunk, Field Collected PTM-25 25 Populous tremuloNes Quaking Aspen(MUXiStem) BAB AS SHOWN 25"a1. Full Specimen,Wel.rancheQ Field Collected OAG-2 19 Aces Aymara'Flame' Flame Amur Maple BAB AS SHOWN 2"ca1. Full Specimen,Wel.rancheQ Proposed 45+14 0us caliper inches=2305"(Note:For mu5i-stem trees, only one trunk included in the calculation.) Total proposed coniferous and deciduous aliper inches=689.5" — SHRUBS CAS 125 Cgrnns alba'Ba&ey' Barley Reotwo Dogwootl Container AS SHOWN 5GAL Full Plants 8 C05 42 Cara gns tlgugravi Douglas Hawthorn Container AS SHOWN 5GAL Full Plants ® Q+ HPS 17 Hydrangea panimrata'Dvppyky PINKY-WINKY Pinky Winky Hydrangea Container AS SHOWN 5GAL Full Plants 0' Cs) O HAS 1] Hydrangea 'A erborescensnnabell:' Annabelle Smooth Hydranga Container AS SHOWN 5GAL Full Plants G RA-3 1% Mars womb.'GmLow' Fragrant Sumac Container AS SHOWN 3GAL Full Plants Q 0 RP-1 6. Rubes pervNarus Thimbleberry Container AS SHOWN 1GAL Full Plants • OSVS 16 Swot.vubarA Lilac Common Purple Container AS SHOWN 5GAL Full Plants CO Z Q U 0 PM-5 39 PawsmuW'Rostrata' Rmtratla Mug°Pine Container AS SHOWN 5GAL Full Plants PERENNIALS O AC-1 78 Aguilogo caerula Rocky Mt Columbine Container 15"O C. 1 GAL Full Plants RH-1 65 Rrtlbeckra hirte Black Eyed Susan Container 12.0 C. 1 GAL Full Plants Q 0 0. SS-1 1. SM.wryest.Tray Night' May Night Salvia Container 15"0 C. 1GAL Full Plants Z COO EP-1 83 Erhyaca purpura Purple CoceBgwer Container 12"0 C. 1GAL Full Plants— '1 cos AM-1 107 Achilles mmeb&um While Common Yarrow Container 12"0 C. 1GAL Full Plants — `/ oar NF-1 336 Nepeta•Iassa& Faasenils Catmint Container 18"0 C. 1GAL Full Plants ORNAMENTAL C W Z 000 HSTOR HedcfR r�sempv&ens Blue Area Grassoter C°ntai 18"OC. 1GAL. Full Plants TURF AND GRASSES W a M (; ;::3 TURF 3688 SF Turf Lawn:P°a pratenws Colorado's Choice Bluegrass Ce Q 1� `��yl NR 25,7305F Native Revegetatbn:Piktin C°unly seed Mix-Irrigatetl Ma. 3096PacWwum snit& Western Whealgras 20%EA'mus bachycaulus Slender Whoalgras 1096 Pseutloregnena sp.. Bluebunch Whatgras("sec,variety) 1596 NaseCa v&itlura Green Needlegrass 00 15%Erymus rancelatus Thickspike Whealgraa 10%Achnatarm hymeWyes Indian Ricegraa NOTE:All native revecetalbn areas will have temporary irrigation for the establishment except the marked area(650 SF)with permanent irrigation for fire rt.See irrigation drawings for details. 00 NOTE:Proposed We and shrub out of Limit of Dbtruba We,to be bated in field with the W direction°f Landscape Architect. PRINT PAGE IN COLOR 0 ISSUE DATE: 10/16/2020 REVISIONS _ # DATE DESCRIPTION 1 06/02/2022 ASI 02 DRAWN: JW/JP REVIEWED:MA Building Permit Y - c h qm PROJECT NUMBER:6183 P E' GENERAL ° INFORMATION El SHEET NUMBER O o 36- f LO-04 :(ECEIVED 06/20/2022 .. I I I I I I I I I o� ,O 02 ® ® s, g, 0] ® ® °COPYRIGHT DESIGNWQRKSHQP,INC ASPEN BUILDING DEPARTMENT I ® I 02 I ® I ® I Os I © I o I ® I O 1 SITE KEYNOTES: DETAIL/ RELATED SPEC. DESIGNWORKSHOP SHEET DETAILS SECTION Landscape Architecture • Land Planning 1 PAVEMENTS,RAMPS,CURBS Urban Design •Tourism Planning Asheville.Aspen.Austin.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 \ 1.4 Pedestrian-Concrete Paving Type 2-Snowmelt 4/L7-01 321313 120 East Main Street ® \- IIII1.5 Stone Paving Type 1-Sand Set 5/L7-01 321440 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 321440 (970)920-1387 1.8 Stone Paving Type 3a-Spa Copping 8/L7-01 321440 qC 1.9 Stone Paving Type 3b-Aut000ver Vault 9/L7-01 321440 W yy yy D E S I G N W O R K S H O P.C O M \ \\......... �CESS EAS fM fNr 1.10 Mulch path 10/L7-01 329419.13 -o 1.12 Gravel Paving 1/L7-02 321440 z.o JOINTING ACCESS fA3 2.1 Control Joint 2/L7-02 321313 - 5 TYP. fMfNY - \1tA \\-_ 2.2 Expansion Joint Type 1 3/L7-02 321373 �, 2.3 Expansion Joint Type 2 4/L7-02 321373 -- -- - - --- 2.4 Sand Joint 5/L7-02 321440 - ----- -r-'-_-----•T•=T-T�-._,��r \ -" - - .. 2.5 Mortar Joint 6/L7-02 321440111 - - 3.o STEPS W A',"S�t. T� \ - 3.1a Concrete Step Type 1a-Non Snowmelt 7/L7-02 003300 2.4 _ I I 3.1b Concrete Slep Type 1 b-Non Snowmelt 1/L7-03 003300 TYP � ® 3.2 Concrete Sle Ty pe ype 2-Snowmelt 8/L7-02 003300 ® i P 1.5 - ,I ® a.o SITE WALLS/EMBANKMENTS W z g i • © � Referto ArchitecturalDrawings. I- O TYPOgib:a - Is.o SITEFURNITURE` ®TYi ` - --- I I �' Nolusedo: althistime. U_, j I a ` \ _ _ _,_ 11_r_\ i s.o RAILINGS,BARRIERS,FENCING WOJI I� I1 g,q , 6.1 Entry Fence/Gate 1/L7-04 323119 I ® "^/ I - I6 al o•-.-.ndraL •5 •5 13QO �J 131010;6:: � ; 6.3 Garden Fence/Gale 1,2/L7-06 323119 U ` - . - '....-- - 6.4 Dog Run Fence/Gate 1,2/L7A7 323119 - I `®.11 •� 1- I zo SITE LIGHTING (10 IZ Z j :' ' TYP.® �� O O4 I Refer to Ligthing Designefs Drawings. Ce �' TYP.® � �O 1: 1 ®TYP. _._ _ _ 1.2 j a 1 B.o DRAINAGE a j TYP.® '� I j ,4g Refer to Civil's Drawings. Ce Q • j �.�i ►1 Masi ftl/llllf/INNNNO J - i s.o PLANTING AND LANDSCAPE I \ ®o® �� TYP.W� a --_- _ I Refer to Planting Series Drawings M �L //�� gg ' `- MISCELLANEOUS ELEMENTS w j 1 �if o�� TYP. - - II9V!®�� j'�i „ , „ , �-� 00 3.2C 4' 4 . 10.1 Fire Feature 1/L7-08 103000 , ®® TYP. P. a 10.2 Wood Deck 1/L7-09 061533 ' I 1.4 �- = j 10.3 Bocce Court 1/L7-09 100000 j © 4/of TYPO \ 1 I /.,' ®TYP. I I r i i SITE MATERIAL REFERENCE NOTES j 0 I 1 7�I i ' ®TYP. O Chipseal Paving,see civil drawings. ®TYP. OSpa,see Water Design drawings. jO y ® O3 BBQ per architectural drawings. j1 \ Q pi /,' ® Retaining wall per architectural drawings. i,,"d5tr,, TYP.® j O Existing tree to remain,do not disturb. U I / j © Storm water retention pond,see civil drawings. j,® ®_ O7 Metal Edging,see planting plan L8-01 tiff 7�1 I I O P ® civil drain,see vil drawings. 1 II CD Hardscpae drain,see avll drawings. j L11V' I 11 �\ I CD Slot drain,see dvil drawings. NIS Mal / - � ISSUE DATE: 10/16/2020 j '-in \ j 1 41) E•ui•,-nt space,seearchit- I al•-wines. REVISIONS - j I \` N j J` 72 Existing Fence,Remove. - # DATE DESCRIPTION ,( \ I w ® 1 06/02/2022 ASI 02 j \ \j ' 'roe. -•rlili Li -,see civil• wings. ~ jL V•1 I 'I (74) Proposed Storm Pipe,see civil drawings. `r 0 0 I ' \ / I j \ I j \ - - © \ j DRAWN: JW/JP REVIEWED:MA - - - - ° Building Permit t n --------------------------------------------- V - h 1 qH - PROJECT NUMBER:6183 P.. -I% SITE MATERIAL o PLAN 0 HSh M SHEET NUMBER of NORTH 0 8 16 32 L3 01 RECEIVED ORIGINAL SCALE:1,16' 11[1. 06/20/2022 " I I I I1111111oI I I I Occn vcicvv DESIGNWORKSHOP,vcn.INC o� O 0 OO OO © O ® OO ASPEN BUILDING DEPARTMENT I ® I © I Oa I ® I 0 I © I o I 0 I ® 1 SITE KEYNOTES: DETAIL/ RELATE SPEC. DESIGNWORKSHOP SHEET DETAILS SECTION SAW CUT JOINT Landscape Architecture • Land Planning 1.0 PAVEMENTS,RAMPS,CURBS Urban Design .Tourism Planning 1.1 Vehicular-Concrete Paving Type 1-Non Snowmelt 1/L7-01 321313 Asheville.Aspen.Austin.Chicago.Denver.Dubai Houston.Lake Tahoe.Los Angeles.Shanghai i SEE PLAN i -,r,- 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 1.4 Main Street METAL EDGING 1.5 1 r r t COMPACTED CRUSHED 4 a N 1.6 Stone Paving Type t2aMortar Set e Paving Type-Non Snowmelt 6/L7-01 321440 (g0)925 8354 orado 61 I - DECORATIVE AGGREGATE a o 0 1.7 Stone Paving Type 2b-Mortar Set-Snowmelt 7/L7-01 321440 Paving Type 1-Sand Set 5/L7-01 321440 Aspen, = k �� �� a (970)920-1387 _ STAKE PER SPECIFICATIONS -^* 1.8 Slone Paving Type 3a-Spa Copping 8/L7-01 321440 _ �� �' . d 1.9 Stone Paving Type 3b-Autoeover Vault 9/L7-01 321440 I COMPACTED CRUSHEDd W W W.D E S I G N W O R K S H O P.C O M 11=111 11 111 111 1 1 1 I1 1 1 111 1 1 1 1 1 1 1 1 11 1 1 111 1 1 1 111=1I1-11 1 AGGREGATE BASE a Q d_ 1.10 Mulch path 10/L7-01 329419.13 m m = m m = , m-1 I 1 111 =11E111=11E111=11 COMPACTED SUBGRADE o 1.12 Gravel Paving 1/ 72 321440 III-1 1 III=I I I=III=I I I=III=1 1 2.1 Control Joint 2/L7-02 321313 2.2 Expansion Joint Type 1 3/L7-02 321373 _ - 2.3 Expansion Joint Type 2 4/L7-02 321373 2.4 Sand Joint 5/L7-02 321440 CONCRETE SLAB 2.5 Mortar Joint 6/L7-02 321440INIMI Gravel Paving ® Control Joint Z.t 3.B STEPS W 3.1a Concrete S Snowmelt Type lb-Non Snmell 7/L7-02 003300 3.1 b Concrete Step Type 1 b-Non Snowmelt 1/L7-03 003300 ® 3.2 Concrete Steps Type 2-Snowmelt 8/L7-02 003300 0 SITE WALLS/EMBANKMENTSINLI CAULK SEALANT Refer to Architectural Drawings. ADJACENT SURFACE 1/2" BACKER ROD 12 REF.PLAN ADJACENT SURFACE CAULK SEALANT 5.0 SITE FURNITURE PREFORMED JOINT MATERIAL REF.PLAN BACKER ROD CONCRETE SLAB it PREFORMED JOINT MATERIAL Not used at this time. Z I.fi J • ° ° ° 6.0 RAILINGS,BARRIERS,FENCING W %� po ° D' p A o • °po D 6.1 Entry Fence/Gate 1/L7-04 323119 W O _1 / ° V / 6.2 Wall Mounted Handrail 1/L7-05 055213 O ... ° �p r 6.3 Garden Fence/Gale 1,2/L7-06 323119 ° ,. .. 6.4 Dog Run Fence/Gate 1,2/L7-07 323119 ///� M " ? ° Zo SITE LIGHTING Z Refer to Ligthing Designer's Drawings. re CO W #4 x2-0'SLIP DOWEL WITH CONCRETE W U)8.0 DRAINAGE G EXPANSION TUBE, O.C. SLAB IL Ce Q CENTERIN CONCRETE Refer to Civil's Drawings. Cl). 3 Expansion Joint Type 1 ZZ 4 Expansion Joint Type 2 �.3 9.B PLANTING AND LANDSCAPE `l) Refer to Planting Series Drawings CO MISCELLANEOUS ELEMENTS M 10.1 Fire Feature 1/L7-08 103000 w MAX. 10.2 Wood Deck 1/L7-09 061533 CD-/-/- SAND SWEEP JOINT POINTING MORTAR. 10.3 Bocce Court 1/L7-09 100000 1/4"MIN. NATURAL EDGE NATURAL EDGES ?MAX. - STONE PAVER - STONE PAVER .. . .. .;. '. COMPACTED SAND SETTING BED CI Sand Joint 0 Mortar Joint 2.5 ISSUE DATE: 10/16/2020 REVISIONS _ # DATE DESCRIPTION 1 06/02/2022 ASI 02 VARIES,SEE PLAN VARIES,SEE PLAN VARIES,SEE PLAN VARIES,SEE PLAN 3'-0"MIN. ,12"MIN.,36"MAX. 3'-0"MIN. '"12"MIN.,36"MAX." FINISH SURFACE SEE PLAN FINISH SURFACE SEE PLAN 2%PITCH / 2%PITCH / TYP. rJ TYP. • I 0 a A . III III III • • • - = . a d RIGID INSULATION BOARD 2,3 O III-III y3 11 d . ad . SEE MECHANICAL DRAWINGS. n [4, c I ,I' k, _ DRAWN: JW/JP REVIEWED:MA • III 1 III- ,{� '� as FINISH SURFACE,SEE PLAN III III x - a a FINISH SURFACE,SEE PLAN .' - III T •IIIIII c Y r c a CAST-IN-PLACE CONCRETE STAIRS ° -- • CAST-IN-PLACE CONCRETE STAIRS - III -• - III- d W/REINFORCING SEE STRUCTURAL DRAWINGS. 1 I 1 1 1 1 . - - W/REINFORCING SEE STRUCTURAL DRAWINGS. • ids d II III- 111 -III I7 u .." .' II III III-1� - _.r� - II-I d c-111 III III e Building Permit g _ •goov o� III III-III I 4,44 1 I- 111-111-111 11 - ) --eT, `t• 1-11-11-1 111- _I CAST IN PLACE CONCRETE FOOTING �- CAST IN PLACE CONCRETE FOOTING _ • W/REINFORCING SEE STRUCTURAL H 11 111-111 11 111 111- • .. W/REINFORCING SEE STRUCTURAL 1 III III 111=111-111=111-III III DRAWINGS. -III-III-II1 1I1-11I-1II-III-III-III-III-I1I DRAWINGS. III =III= uJ =1 1=1 1 °Q 111 1 11-1 I II 111 I II 11 I 11-1 I II 11= s =1-1- - v '� COMPACTED CRUSHED AGGREGATE COMPACTED CRUSHED AGGREGATE PROJECT NUMBER:6183 9,11 1 1 BASE SEE STRUCTURAL DRAWINGS. - I 1 BASE SEE STRUCTURAL DRAWINGS. d III-_ =III-III I -I I 1-I,1 1 1 I 1-1 I COMPACTED SUB-GRADE III - COMPACTED SUB-GRADE '1�1�1111�1r I�� Ii� �I� 1I11111�I N o -11-111-1111 1 SITE DETAILS N 3.� SHEET NUMBER O Concrete Step Type 1a- Non Snowmelt 8 Concrete Step Type 2- Snowmelt E& L7-02 ,DECEIVED o2 06/20/2022 o I ® I © I ® I ® I 0 I Cs) I J I © I ® I OccnvcIGHTcES,uNwocKSBcP,INC ASPEN "s BUILDING DEPARTMENT I 0 I 0 I ® I ® I ® I ® I o I ® I ® 1 SITE KEYNOTES: DETAIL/ RELATE SPEC. DESIGNWORKSHOP SHEET DETAILS SECTION Landscape Architecture • Land Planning 0 PAVEMENTS,RAMPS,CURBS Urban Design .Tourism Planning 1.1 Vehicular-Concrete Paving Type 1-Non Snowmell 1/L7-01 321313 Asheville.Aspen.Austin.Chicago.Denver.Dubai 1.2 Vehicular-Concrete Paving Type 2-Snowmell 2/L7-01 321313 Houston.Lake Tahoe.Los Angeles.Shanghai 1.3 Pedestrian-Concrete Paving Type 1-Non Snowmell 3/L7-01 321313 1.4 Pedestrian-Concrete Paving Type 2-Snowmell 4/L7-01 321313 120 East Main Street 1.5 Stone Paving Type 1-Sand Set 5/L7-01 321440 1.6 Stone PavinTypeAspen,Colorado 81611 2aMortar Set-Non Snowmell 6/L7-01 321440 (970)925-8354 1.7 Stone Paving Type 2b-Mortar Set-Snowmell 7/L7-01 321440 (970)920-1387 1.8 Stone Paving Type 3a-Spa Copping 8/L7-01 321440 1.9 Stone Paving Type 3b-Aut000ver Vault 9/L7-01 321440 1.10 Mulct path 10/L7-01 329419.13 W W W.D E S I G N W O R K S H O P.C O M 1.11 Crusher fine path 11/L7-01 321440 1.12 Gravel Paving 1/L7-02 321440 z.o JOINTING 2.1 Control Joint 2/L7-02 321313 2.2 Expansion Joint Type 1 3/L7-02 321373 - 2.3 Expansion Joint Type 2 4/L7-02 321373 2.5 Sand Joint 5/L7-02 321440 2.5 Mortar Joint 6/L7-02 321440UMI s.o STEPS 3.1a Concrete Step Type 1a-Non Snowmell 7/L7-02 093300 UMI 3.1b Concrete Step Type lb-Non Snowmell 1/L7-03 003300 3.2 Concrete Steps Type 2-Snowmell 8/L7-02 003300 0 SITE WALLS/EMBANKMENTS IX III ® i 24-0 Refer to Architectural Drawings. 0 O k 1 6'-0" q 6'-0" k 6'-0', A s.o SITE FURNITURE Not used at thisfime. Z QN 6.k ♦ . . . . • Ce s.o RAILINGS,BARRIERS,FENCING W Li j Q 6.1 Entry Fence/Gate 1/L7-04 323119 ..............., 6.3 Garden Fence/Gater 1,2/L7-06 323119 © O - •.............. . _. U Z ............... > .............. 1.6 zo SITE LIGHTING ............... , co W Z ............... Refer to Ligthing Designer's Drawings. ................ a .............. LIJ.............. a.o DRAINAGE (� - ............ O o ♦ . 00000,,,,,,,0 AREA FOR OWNERS TO GARDEN 0„' • Refer to Civil's Drawings. Q ............ .. •••••••••••••• © ..............• ...��� , PLANTING AND LANDSCAPE s.o .............. 0000 Refer to Planting Series Drawings 6.0............. ....' 00 i •••$,.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.�. . a ....//....................................................... " MISCELLANEOUS ELEMENTS M w ......% ................................................... 10.2 Wood Deck 1/L7-09 061533 CD •....... ...................................................• 10.3 Bocce Court 1/L7-09 100000 ...... .................................................. ........ ............................................. .. 0........ ........................... . - 000000 - .I- ♦ ■ ■ ■ - PLAN 1' 1 4,_0„ 1 6.2 2"x6"WOOD ♦ lai 1 v iiii ia, 2"x6"WOOD TOP RAIL(TYP) TOP RAIL(TYP) VARIES SEE PLAN "'�--'-- 2"x6"TREATED TIMBER RUNNER(TYP) / ♦ 1. • �' 2"x6"TREATED TIMBER 2"x6"WOOD TOP RAIL(TYP) .... ■■■■■■■ ��'v "_.'.✓--��✓✓,.. ✓ � ✓ ✓1)�✓� v ISSUE DATE 10/16/2020 6x6 TREATED RUNNER(TYP) I/1 in _ ��- i-'__. 2"x6"TREATED TIMBER RUNNER(TYP) -� =1'- 6"x6"TREATED 'iw 6"x6"TREATED TIMBER POST(TYP) ��., 2"x6"TREATED TIMBER I�■■■■■■ _ s -., - i REVISIONS GATE FRAME TYP ''■�■■■■■ TIMBER POST (TYP) , III Ii 4 f .p �1�d� .� ) I i)���_ _ # DATE DESCRIPTION ri r GATE LATCH TIMBER POST(TYP) ♦ ♦'JN �.--•--_r•- _ ---,--, •,�--0_•- •-%r-,r-•-_�•--,r_•-_• ,i-%r-,�--,�--••--_• 2"z6"TREATED i = ) ,-; �� "_- 2"�"TREATED TIMBER RUNNER(TYP) 1 4/29/2022 ASI 02 >,.+' 2"x2"12ga.WELDED ■■��■■■ I i� �^ 2"x2"12ga.WELDED WIRE PANEL(TYP) ��■■�■■■■■ V TIMBER RUNNER(TYP) ♦ .■� ) �_�_� 2"x2"12ga.WELDED WIRE PANEL(TYP) to �--' WIRE PANEL(TYP) 4 ■■N■■ _ter■ = -=� ,-i ■■N■■ 2X6 TREATED TIMBER GATE FRAME 2"x2"12ga.WELDED ,o '•■■-= ) ) -=_- ,II■■■■■Ell 'I WIRE PANEL(TYP) I fn ■■-_ }� )� -�_ 2"x6"TREATED TIMBER SLAT(TYP) Pl( THREADED GALVANIZED STEEL ROD y n ■■■-_ ){p I -_. )7 p1l WITH TURNBUCKLE 2"x2^TREATED ■■■-� ), --• I) - . 2"x6"TREATED TIMBER SLAT(TYP) TIMBER POST(TYP) \ rr-r_r 2'x2'TREATED TIMBER POST(TYP) : TIMBER POST N 1 ' 6x6 TREATED � )� 2"x2"TREATED TIMBER POST(TYP) ) }) 1 l I I m�I ■■■■Z� ; � 1 ) . 'I;��� HEAVY DUTY STEEL HINGE P. MIN.4"REVEAL BETWEEN FINISHED GRADE �"--!-✓✓�"✓-r'--r''v�""' ✓�"✓-r'--r''v�"-r',.✓✓ I v✓- 2"x6"TREATED TIMBER RUNNER(TYP) v A►\;,u;- FINISHED GRADE ♦ \ _ _ _ _ ' =- ,�".-./. ,-,��-- ,�,- ^-^'i. -n-ITEMp°9°', r -f II --��)�M I I I=11 I=I 1 I=I 11=I 1I=I 1 ,,)Ir11,, -I�I-I1 I=I 1 I=� AND BOTTOM RAIL ,i• J t �Y J+4 r I� ;i��i��i>� III - ~- - - ���I)/l �': MIN 4"REVEAL BETWEEN FINISHED GRADE a T = , 1 _ FINISHED GRADE _ _ _ _ _ _ _ _ _ _ _ _ _ III I,,,,, ,,,,, 1 I 10""""" 111=I 1I=I 1I=11 I=I 1 I= j?11 11=I 11=I 1I=I 1I= - -i_ =I 1I=I 1I=I I Ia 1 I-I 1 I-I 1 I-I 1 I-I 1 I-I. ,",";a 1 I-I 1 I-I 1 I-I 1 I-I 1 11I-=; 11 III-I 1 I-I 1 I-I 1 I-I 1 AND BOTTOM RAIL. DRAWN: JW/JP REVIEWED:MA a- T_ 11 III III III III III II III III III IIItff-1 ;;;;:� I- a =I I;;rffi l _ _ = =)T=,,,,.1 ,,,,, _ FINISHED GRADEI l II I11 =I I=III=III=III=I =I =I I I3 l:':.III-III-I I-I =I =III =1 l�� I-I =I =1 I= 1 III-III-I1I-I1I-I1I-I1.„„,1.1;! III 11I I1I I1I COMPACTED SUBGRADE _ =III=III-III=III=II1=III=III III,, III III-III III-III-III-III-I I-III 1 11' 1 III I',-"" _ °;J ',:; 1 aaEHEI-: r.; III I1E11 w II IICI ICI I�, ICI-1�I ICI ICI= 1�I _I�I_I�I aI_I�I_, �ll III=ICI-;-I1I- 'a (�-I =III- 1,„„ -;-•=i 11=111 =I =� =I �: =� 11I=III-III-III-I11-I1I-I1 11 "" ""I I I-I1I-I I I-I1I-I1I-I1I-I1I-L---,,.'ilk '0I-1 UNDISTURBED SUBGRADE =1 -LI I `1'; 1=1 =I =I 1=I =I l),11 IT I=1i11III-III UNDISTURBED t° III I1 7 1=III-1IIII-1II=III=III=II1=I °°°,° 1I=I1I=I1I=I1I=I11=III=I1I= j II=III= COMPACTED 11I,,,,. III= i_-I I III-III-III-III-III= 1 ;: -III II-III- III III III III =111III-III111 ,: I-III III-III-III-III-III z -"-,,� - Building Permit �, _ L,.,.,, .,.,.I_I I. .;�»,;-_,I 11=I I I=ITI=ITI=ITI=1�. ,.," -II=III=ITI-I 1 I I I ll I I�I I I ll-III II II,��-rIII-Ili-iiITIi-iilTlm-1,,.,, � _ Im-IIm-Ili-iiITIi-iilTlm-ITI=I�I=;,:; 11l I I=II: _ € a -III III, a - 111-I 1I-III III-III !�! - -11-I1 COMPACTED =I `I =III- - III-III-III-III III - III-III III-III-III III-�' 1�� I- 6"COMPACTED ROADBASE m ♦ I-( `o ��� I III III-III III III III _III AGGREGATE BASE I_ a 11 �� III III-III III h _ 1 a=III I I , II .III, III III III III III III III III III III = . I ,' , III 11i T1 1Ti 1Tf 1Ti ITI=i i I- I�- _ _ _ _ _ I -I I-I 1=I I-I III _ I-' -U ' III-III=1 =1 =1 I=1 I-III-1 I' _ - T - - - =m TT- - -I 7 m iT_�_ _ TYP�J 1,. TY•. 1,. -III=III=III-III-III-III1' `2-IIG. 1r - ^��III- =, �-III=III-III-III=III-III-III- PROJECT NUMBER:6183 g' �1-42 1�2 - I-III=I l I=I I' ITI=1 1=1 I1= = = I- TYp TYP. 1,. FENCE ELEVATION TY � 1 d GATE SIDE SECTION GATE FRONT ELEVATION SE •I�'. �-42 �1'-0 '� "g TYP. TYP. 0 SITE DETAILS 04-Fs Garden Gate 0' Garden Fence 0' HEFT NU B 1/2„_1,_0„ 1/2„_1,_0„ _& L7-06 REr WED CTION A -P 06/2 /2022 o� I O I 0 I ® I ® I ® I ® I 0 I ® I ® I °COPYRIONTDEsIONWORKSNOP.mC ASPEN "s BUILDING DEPARTMENT I 0 I 0 I 03 I 04 I Os I ® I 0 I 0 I 0 SITE KEYNOTES: DETAIL/ RELATE SPEC. DESIGNWORKSHOP SHEET DETAILS SECTION Landscape Architecture • Land Planning 0 PAVEMENTS,RAMPS,CURBS Urban Design .Tourism Planning 1.1 Vehicular-Concrete Paving Type 1-Non Snowmell 1/L7-01 321313 Asheville.Aspen.Austin.Chicago.Denver.Dubai 1.2 Vehicular-Concrete Paving Type 2-Snowmell 2/L7-01 321313 Houston.Lake Tahoe.Los Angeles.Shanghai 1.3 Pedestrian-Concrete Paving Type 1-Non Snowmell 3/L7-01 321313 1.4 Pedestrian-Concrete Paving Type 2-Snowmell 4/L7-01 321313 120 East Main Street 1.5 Stone Paving Type 1-Sand Set 5/L7-01 321440 1.6 Stone Paving TypeAspen,Colorado 81611 g 2aMortar Set-Non Snowmell 6/L7-01 321440 (970)925-8354 1.7 Stone Paving Type 2b-Mortar Set-Snowmell 7/L7-01 321440 (970)920-1387 1.8 Stone Paving Type 3a-Spa Copping 8/L7-01 321440 1.9 Stone Paving Type 3b-Aut000ver Vault 9/L7-01 321440 1.10 Mulch path 10/L7-01 329419.13 W W W.D E S I G N W O R K S H O P.C O M 1.11 Crusher fine path 11/L7-01 321440 1.12 Gravel Paving 1/L7-02 321440 z.o JOINTING 2.1 Control Joint 2/L7-02 321313 2.2 Expansion Joint Type 1 3/L7-02 321373 - - 2.3 Expansion Joint Type 2 4/L7-02 321373 2.5 Sand J 5/L7-02 321440 2.5 Mortarr Joint 6/L7-02 321440INIMI s.o STEPS 3.1a Concrete Step Type la-Non Snowmell 7/L7-02 003300 INIMI 3.1 b Concrete Step Type lb-Non Sno reelt 1/L7-03 003300 3.2 Concrete Steps Type 2-Snowmell 8/L7-02 003300 0 SITE WALLS/EMBANKMENTS Ce III 0 Refer to Architectural Drawings. O s.o SITE FURNITURE Not used at this time. Z aQ U Ce 0 RAILINGS,BARRIERS,FENCING W Lij 0 6.1 Entry Fence/Gate 1/L7-04 323119 J 7� 6.2 Wall Mounted Handrail 1/L7-05 055213 O 6.3 -rd-.F- -/-te 1,2/L7-06 323119 - 6.. Dog Run ence'Gate 1,2/ 7-0 23 19 - 2"xAI WOOD ` ® Refer to Ligthing Designer's Drawings.TOP RAIL(TYP) \\` ♦ ` �t 6 0 0.C.,TYP. q ix CO Z Z 2"x6"TREATED TIMBER r f,..? iiiiiiii////1.iiiiiig_/, iii _//_ iiiiiiiiiiiiiiiii 2"x6"WOOD TOP RAIL(TYP) Li thin Desi ne wi s. RUNNER(TYP) • `7 ^ �-"�J�.-/-' .- ^' �/".-/"T- �-r� .-/"- 2'x6"TREATED TIMBER RUNNER(TYP) a E 6"x6"TREATED �. - ��� 6'x6"TREATED TIMBER POST(TYP) a.o DRAINAGE Q TIMBER POST(TYP) I ' ♦ ♦ ,�,..-_ ,yTy_�.}` ��_� �,y_,�,� ,� III -�r...�_�y�.. Refer to Civil's Drawings. 2"x6"TREATED � ,-�' ;R �� � _( ......,..--_-_-.•_,-,,,,_-.;_--,....-. 22'x6"TREATED TIMBER RUNNER(TYP) TIMBER RUNNER(TYP) �, ♦ �MEMM� ��•� 01 r 2"x2"12ga.WELDED WIRE PANEL(TYP) .{ \�■ � •■ 1'==r■� s.o PLANTING AND LANDSCAPE �i■�M\� ■ ===! 2"x2"12ga.WELDED 1 �EMEN-_(( ===b, Refer to Planting Series Drawings WIRE PANEL(TYP) _ IMME-_ MEN pis mmmor 2"x6"TREATED TIMBER SLAT(TYP) 00 `. 4 ■■■■mim ‘Nomm mmiimor r r MISCELLANEOUS ELEMENTS 2"x2"TREATED ANNEM-_ M ___, 2"x2"TREATED TIMBER POST(TYP) 00 TIMBER POST(TYP) IMMEM � r. 10.1 Fire Feature 1/L7-08 103000 _ r , 10.2 Wood Deck I/L7-09 061533 FINISHED GRADE A••••• _ MENN --- 10.3 Bocce Court I/L7-09 100000 �r H i-=�_i-',�_i-_���=�-- _i- ��r� .-,.,�-� ,-^ 2"x6"TREATED TIMBER RUNNER(TYP) X l4 N X - �� t w' MIN 4"REVEAL BETWEEN FINISHED GRADE I. _:;::: , - - - I-I III III II- 1" 1J1,I III 11 11 11 11 11 III III I t I 1 11 11 111E111 111 lilt - AND BOTTOM RAIL - IIIIIIII III-II III-III III III-III III III III,., I EIII III III III III III III .I, III III III-I_II- 1• 111 ,,,,111L • II111111111111111111111111111111111111111111111I-;;III';`„`,=1111111111111111111111111111111111111111111,-,,; 1 ,, 1111111111111111 111 11-1:; ,I '01E111 a 1111111E111E111E111E1111111 I' 111E111E111E111111111111- I'il,,.,,,1 -111-I' J 11 „ ;°°-111E =111E111E111E111E111E111E111E111-,,,,,h, ;;;-111=111=111=111=111=111=111=1 Il tf1=11' UNDISTURBED SUBGRADE " 1111,, I „„I II II M 1-111E111E111E111E111E111=111-1;:::;N�1 -111E111E111E111=111-III-III 11=111= COMPACTED SUBGRADE -I:;::, IEI I i I11111111-m-E--m--j11----11111111111111111I--Lc -III 111111111111111111111111111111111111111�-,-,P ;;;;;1111j1111I ill.,,,� ;,I l k 11-III-III-111E111E111-11 11 I III H IEH I E 1 111 0 H E 311II ;;"11 I11 a I I III-III III-III-III III-III alr _III=III ` i ' - - - - - 6"COMPACTED ROADBASE -111-111-I I I-1 E 1 I-I 11-I ® ° ` -I 1=' `'' -= IIII I H I H I H 11-111=III --- -111=11 in = =1�' -1 I1=1I1="'-"'-III=I 11=1 I IEI I11 I1=111E111=1I 1=1I 1=1 1=1 I1=1 I1=1 I1=1I1=1I 1=1I 1= II I=I 11- I= TP. I, II I=1 =1 1=1 I-III-III-III-III-III-I 11;,1 �2 -III-III-III 1I III I II-III III 1„I I1-1 I1=1 I I- TYP. FENCE ELEVATION 1 SECTION A �1'-42", TYP. / 5'-3" r 4'_0" r 6.4 ISSUE DATE: 10/16/2020 Z REVISIONS ` ` ` 2'x6"WOOD TOP RAIL(TYP) - ♦ t ♦ 2'x6"WOOD TOP RAIL(TYP) i�.� hg "� �- -- I -r r-- -- 2"x6"TREATED TIMBER RUNNER P - # DATE DESCRIPTION 2x6'TREATED TIMBER RUNNER(TYP) ill I� ��(111 1 06/02/2022 AS102 6 x6'TREATED TIMBER POST(TYP) pEpE11 2'x6'TREATED TIMBER 1)l l ��IIll,1„"'1 '� ". -�✓�.-r`��.��`�. TIMBER POST II - ,��_ �� 6x6 TREATED S .:�„,�, 2"x2"12ga.WELDED WELDTED IED WIRE PANEL(TYPMBER RUNNER )) GATE FRAME(TYP) h'I t lfl�,(�lliNW NEN �(t GATE LATCH � ,�1,✓�✓�.l,�li✓ i f 2"x2"12ga.WELDED ll!!!'\1111"!' 1 I) 0, 2"x2"12ga.WELDED WIRE PANEL(TYP) a N+ � ' ••••••••• WIRE PANEL(TYP) il&kritikliiiiiiiii• .1............... �) EMEMENNEL 2'x2"TREATED TIMBER POST(TYP) 'D y _ I,i............... I •••••...��, � 2X6 TREATED TIMBER GATE FRAME m ��������I it 1��������������� IMMENNEMMENNEMEN VVV THREADED GALVANIZED STEEL ROD ) 2"x6"TREATED TIMBER RUNNER(TYP) WITH TURNBUCKLE )� 2"x6"TREATED TIMBER SLAT P`IMMEMEME I 1....... _16x6 TREATED � L.......,I- 2"x2"TREATED TIMBER POST(TYP) _IMMEMENNIII �������� TIMBER POST 1 I ���������� ���������������� L MIN 4"REVEAL BETWEEN FINISHED GRADE >1 Il " y. s _y. �� - HEAVY DUTY STEEL HINGE(TYP.) DRAWN: JW/JP REVIEWED:MA 1.........I lit INNEENNENNEF�A�_.�= "r•-• _.r----!-_ AND BOTTOM RAIL. r'.,, 1 =� � suers Aii- -- a ' • 7■■■■■■.■1 1�1 imiumpumm _ v II z, O t - MINA"REVEAL BETWEEN FINISHED GRADE b _ :�EMMEMEME1��11��� -_�� _ _ - FINISHED GRADE _ "041111111 FINISH GRADE �I .,,,, III IZ 1- sz; Il -z III _ AND BOTTOM RAIL i� lZIMW-,����✓ - - �11��11 UNDISTURBED SUBGRADE 11E111 1 111-_I1 �I1.-- 1)ll,,,,, 111E111E111E111E111-= ,,,,,I 111EII1-111E111= r 1�111 -__- =111E =1Tf= 11 1 II( 11"��FII COMPACTED 'Elk Iy I11_= l 111 111EI11t11tI::, III-III-I11-I11 --- - _ III ')� 1 ` ��� FINISHED GRADE _ _ _ -11:E 111E11-111=1 IEI 1r1I I-III-1 -III Building i I d i n Permit _ _ _ i�` 111-1 111-1 - a 11-1 1II I-I a I ,,,,;lM' I1-111E111EIIIt11tI€'€ III-III-II1-III- COMPACTED SUBGRADE g _ II1-1LI-1LI 1 11 111 II ,I1 v �j-_ _ _ _ _ _ 1 - 111E111EI I I-III-III-1 11 U -I )I� -I )111u,,,.,. 111-I 11-1 -1 -I 1=:z:; 1-I 11-III-1 I-1I1 - _ I-III-III-I I1 I It l €€€ III-111E111-111= - - - " III 1l Il 1= -1 I,:::�h��I" 111=111=1 1=1 1=1 1=€;€;, 1=1 1-I 1-1 -1 1 '' FENCE ELEVATION ON A SLOPE .1111 101 1111111 �11 ;;;;;'�l 11E111E111-III-I 11E1iN -I 11E1 111=111 UNDISTURBED SUBGRADE 6 )�I 11 '1'�I 111E 11 III 111EI1 " 1 111E 11 1'l 11 II 11 a1_ 1 1111E111 111E1111E 1;.,,; 111 I I1 I I1I PROJECT NUMBER:6183 s I„ _`;1 0°-\ II1E111 111 1I1E1II 1II III III' COMPACTED III-III=1 I-III-I It _ 1-III-I AGGREGATE BASE en II-IIIll' + I 11 111,,,111E111E111E111E111EIII-111-111E111-11' .1 1 I111E111-1I1E111E111E111E111=11'- - TY•- 1'-44" TY•- 1'_44" 111=111,T11 T1111 111ITi111=P 8 TYP GATE FRONT ELEVATION SITE DETAILS a O GATE SIDE SECTION r Dog Run Fence 8.4 64 Dog Run Gate SHEET NUMBER oii f L7-07RE ivED -, _ _ _ _ _ _ _ _ _ 06 0/2022 o� I O I I I I 0 I © I I ® I OcoPYRIccvcEsi0NwocKsvcr.INC ASPEN "s BUILDING DEPARTMENT 0 I © I ® I ® I 05 I ® I 0 I ® I ® 1 SITE KEYNOTES: DETAIL/ RELATED SPED. DESIGNWORKSHOP SHEET DETAILS SECTION Landscape Architecture • Land Planning 0 PAVEMENTS,RAMPS,CURBS Urban Design .Tourism Planning 1.1 Vehicular-Concrete Paving Type 1-Non Snowmen 1/L7-01 321313 Asheville.Aspen.Austin.Chicago.Denver.Dubai Fire Table/Hoba Medium/Electronic Ignition Specifications 1.2 Vehicular-Concrete Paving Type 2-Snowmen 2/L7-01 321313 Houston.Lake Tahoe.Los Angeles.Shanghai 1.3 Pedestrian-Concrete Paving Type 1-Non Snowmell 3/L7-01 321313 / / 1.4 Pedestrian-Concrete PavingType 2-Snowmell 4/L7-01 321313 120 East Main Street PROJECT INFO -rcw USE oNLrg to KY KY 1.5 Stone Paving Type 1-Sand Set 5/L7-01 321440 Aspen,Colorado 81611 / / / / 1.6 Stone Paving Type 2a-Mortar Set-Non Snowmell 6/L7-01 321440 (970)925-8354 1.7 Stone Paving Type 2b-Mortar Set-Snowmell 7/L7-01 321440 1.8 Stone Paving Type 3a-Spa Copping 8/L7-01 321440 PROJECT r,) ;r (970)920-1387 !,'`.' I i / l l,'L'';, ,,',% "^^a 1.9 Stone Paving Type 3b-Aulomver Vault 9/L7-01 321440 \ // 1.10 Mulch path 10/L7-01 329419.13 VL'VL'VL' D E S I G N W O R K S H O P.C O M NAME //� •� , i° ".�.', ,_ A'`,.,�",`' , '- _ 11 ) -r111.11 Crasher fine path 11/L7-01 321440 COLOR/ _ ,' FINISH \ 1.12 Gravel Paving 1/L7-02 321440 FUEL TYPO I&1ria ^^ "�L''3'rs�rr-`�a`.`ay�".•�rir .J' 0...B 2.o JOINTING °��� � �* YW.IC 2.1 Control Joint 2/L7-02 321313 ISHIPPINC� I -ECEPTICAL 2.2 Expansion Joint Type 3/L7-02 321373 ELECTRONIC - IGNmON • HIS AREA' 2.3 Expansion Joint Type 2 4/L7-02 321373 ACCESSORIES WIRING 1= L�K, ON WEATHERPROOF 11 2.4 Sand Joint 5/L7-02 321440 OPTIONAL OI or OUTLET ELECTRONIC 2.5 Mortar Joint 6/L7-02 321440INIMI NFILL GNI ON COVER • ._ � HOUSING t1 3-B STEPS \ ANCHORS •I�I 2ovnc / -I• //- "°` ��� 3.1a Concrete Step Type 1allon Snavmell 7/L7-02 003300 W \ 5'6'CORD GAS SUPPLY \ 11y' eE \,y.1 3.1b Concrete Step Type lb-Non Snowmell 1/L7-03 003300 C I '.L - 3.2 Concrete Steps Type 2-Snowmell 8/L7-02 003300 / // CONDUIT To 4.0 SITE WALLS/EMBANKMENTSINU SHUTOFF SWITCH O® / / Refer to Architectural Drawings. PARTS S.B SITE FURNITURE ADDITIONAL ACCESSORIES ° FIRE TABLE AA [BURNER-UNIT O1B (EXTENSION COLLAR p3 [AGGREGATES 04 FLEXLINE Not used at this time. Z Q U SUNBRELLA FABRIC COVER HOBA 50 PENTA BURNER 24"DIA. 281/2"SQUARE,22"ID 1.50 CUBIC FT(3 BAGS) 24"[QTY1]WHISPER FLEX O STAINLESS STEEL COLLAR 1-2"ROLLED LAVA ROCK 6 6.0 RAILINGS,BARRIERS,FENCING FIRE TABLE UNIT COVER TO PROTECT UNIT WHILE NOT IN USE 6.1 Entry Fence/Gate 1/L7-04 323119 � 0 INFILL COVER 6.3 Walln MountedncGatHanerail 1/L7-06 0552131 Q Z 6.3 Garden Fence/Gale 1,2/L7-06 323119 L 292/B"DIAM 12 GA (�1 ®®-®° 6.4 Dog Run Fence'Gale 1,2/L7-07 323119 ALUMINUM INFILL COVER • - _0. h.fWY n SS FLEoLINE, 7.o SITE LIGHTING 11 d.�si 1dP�a - m-m- a INDOOR/OUTDOOR,3/4°ID PIPING Z WITH TWO FEMALE FLARE FITTINGS. Refer to Ligthing Designer's Drawings. W 450 LBS 125,000 BTU z.upr 173/4°MALE Tot°FEMALE a ADAP ER LIU E \ PRECAST GLASS-FIBER CSACERTIFIED B.O DRAINAGE REINFORCED CONCRETE .jPRE-ASSEMBLED BURNER KIT_ Q CUBE FIRE TABLE! SEE( PAGE 2 FOR CLEARANCES) Refer to Civil's Drawings. Cle 17. 0 0 „I DETAILS �\ ''')IL,,, \ s.o PLANTING AND LANDSCAPE ® " RECESS ,' VENTILATION �C WEEP HOLES O STRUCTURAL RIBS 1 2 RADIUS CORNER Refer to Planting Series Drawings AJ \ 00 VENT SLOTS(QTY 6;2 PER SIDE) INSIDE CORNERS OF TOP OPENING ALUMINUM TAB INSERT. FORMED WITH STRUCTURAL RIBS . _•_ ALUMINUM TABLE INSERT. 18 VENTIAREINCHESPERSIDE FORMED WITH 3/6"RADIUS 0 . - . . . -. -'/ l 1/6"z1/4'WEEP HOLE AT BASE (QTY4)AT CORNERS SOLD SEPARATELY. VENTILATION SLOTS AT OFFSET LIP&BOTTOM LIP FORMED UNDERSIDE TOE KICK PEDESTAL (QTYB;2 EA.CORNER) WITH VS'RADIUS. 10.1 Fire Feature 1/L7-08 103000 10.2 W...art: L7-69 6.1533 CD MANOSby Concreteworks 1998 Republic Ave,San Leandro,CA 94577 manor-made.00rn info@manos-made.com 510.534.7141 10.3 Bocce Court 1/L7-09 100000 FIRE TABLE/HOBA MEDIUM CENTER LINE OF FIRE TERRACE,TYP. FIRE FEATURE TO BE CENTERED ON FIRE TERRACE. - - - ni - - ISSUE DATE: 10/16/2020 RECOMMENDED GAS - SUPPLY LOCATION REVISIONS +/- 6"FROM CENTER - # DATE DESCRIPTION +/- 4"ABOVE GRADE 1 06/02/2022 ASI 02 1 I PLAN VIEW:BOTTOM WITH PLU BING s ® DRAWN: JW/JP REVIEWED:MA FIRE TABLE/HOBA MEDIUM i _1c�l� L . to 1.6O TYP. L Building Permit '' -� _ WEEP HOLE,TYP.SEE CIVIL REQ. 1 CONDUIT PIPE.SEE MEP REQ. ES iiii000ii or y000i�iisiir�000iiiii000ii.✓ii0000i �w�� CAST IN PLACE CONCRETE S ? • • • PROJECT NUMBER:6183 d _ ,,' r'- SUB SLAB W/REINFORCING. - COMPACTED CRUSHED - I= - -�- -1 =1 = AGGREGATE BASE. I=111�11=111III=III111-111III=III11 L= I�II11=111=11=111=1 I= I�1 SITE DETAILS 11-1 I 111-1 I-111-11-I -11-I IE-11-11I-111 COMPACTED SUBGRADE O (I I II - =1 I-I 1=1 1=111=1 1=111 1 1=11 04. 11 11=1 I 11=111=111=111=111=111=1 I 111,=11 111 (III 111111111111111111111111111111111111111111111111111111111 IIIi111 '' N 1111I II 1 1- 1=1 11I 11 11 11 11I 11 K11 SECTION II_111III 111 II1111III ��. Fire Feature SHE INUMBE B& 1 o L7-O8 RE WED 0 06/ 0/2022 o, 0 I 0 I pp I ® I 0 I © I 0 I ® I ® I °COPYRIGHTDESIGNWORKSNOP,INS.ASPEN 41 BUILDING DEPARTMENT I ® I © I Oa I ® I ® I ® I 0 I 08 I OO SITE KEYNOTES: DETAIL/ RELATE SPEC. DESIGNWORKSHOP SHEET DETAILS SECTION Landscape Architecture • Land Planning 0 PAVEMENTS,RAMPS,CURBS Urban Design .Tourism Planning 1.1 Vehicular-Concrete Paving Type 1-Non Snowmell 1/L7-01 321313 Asheville.Aspen.Austin.Chicago.Denver.Dubai 1.2 Vehicular-Concrete Paving Type 2-Snowmell 2/L7-01 321313 Houston.Lake Tahoe.Los Angeles.Shanghai 1.3 Pedestrian-Concrete Paving Type 1-Non Snowmell 3/L7-01 321313 1.4 Pedestrian-Concrete Paving Type 2-Snowmell 4/L7-01 321313 120 East Main Street 1.5 Stone Paving Type 1-Sand Set 5/L7-01 321440 Aspen,Colorado 81611 21 A 1.6 Stone Paving Type 2aMortar Set-Non Snowmell 6/L7-01 321440 (970)925-8354 1.7 Stone Paving Type25-MortarSet-Snowmell 7/L7-01 321440 (970)920-1387 -., 10'-6" i 1.8 Slane Paving Type 3a-Spa Copping 8/L7-01 321440 321440 1.9 Stone Paving Type 35-Auloeover Vault 9/L7-01 -/ 9'-1a"TYP /-. -/ 10'-14"TYP. RESIDENCE STRUCTURE W W W.D E S I G N W O R K S H O P.0 O M r' 0 / 1.10 Mulch path 10/L7-01 329419.13 PRESSURE TREATED(2)2x4 DFL No.2 1.11 Crusher fine path 11/L7-01 321440 { „�,,,,,,e,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,, ,,, ,,, 1.12 Gravel Paving l/L7-02 321440 3 OL� �. �� rr j rr j a OC �ggf..„,d„,A,„„,.„„ .� ......J.,,,,Jl,.,,1),,,, ,,,ll,,.,JJ.....JIi.,,,J .,. 2.o JOINTING A PRESSURE TREATED 2x4 DFL No.2 @16"OC. 2.1 Control Joint 2/L7-02 321313 '// TIGHTER SPACING IS ACCEPTABLE. - o: � HIGHER GRADE LUMBER IS ACCEPTABLE. 2.2 Expansion Joint Type 1 3/L7-02 321373 2.3 Expansion Joint Type 2 4/L7-02 321373 b V 2.5 Sand J 5/L7-02 321440 2.5 Mortarr Joint 6/L7-02 321440 0s.o STEPS ¢. T .. (�,� <,,,,.;i,,,,,,,,,,,,;,,,,, r ;f„„„ff„„,6„,„ ., ., r.�,,„„/,O 3.1a Concrete Step Type lallon Snaxmell 7/L7-02 003300 INIMI r 1 ,,,J)„,,,,✓„,,;, ,,,,u;,,,,/,�,,,;r„,,.,,, 4 I ,,,, ,,,, f , ,,,Jf f ,f f,,,J 3 OC 3.1 b Concrete Step Type 2-Snob-Non Snaxmell 1/L7-03 003300 - - �)"- LY SIMPSON LUS28 W/ZMAX COATING 3.2 Concrete Steps Type 2-Snowmell 8/L7-02 003300 W/(6)10d NAILS INTO BEAM AND a.o SITE WALLS/EMBANKMENTS W ATTACH BEAM W/SIMPSON (3)10d NAILS INTO JOIST. O O LUS28-2W/ZMAX COATING Refer to Architectural Drawings. INTO W/(6)16d NAILS INTO FACE AND (4)l6d NAILS INTO JOIST,TYP ; s.o SITE FURNITURE PRESSURE TREATED(2)2x4 DFL No.2 Not used at this time. ZQ�// U PRESSURE TREATED WOOD FRAMING- � " """"""" "' ' "' {{I ((I ' "' I'""S PRESSURE TREATED(2)2x4 DFL No.2. IX S,,,,,,,,,,a,.,,,,i.,,,,.;c„„'( f,„/f ,Jl,,,,;,,,,��„„;f,,,,�,.,...5,..,.5t„V HIGHER GRADE LUMBER IS ACCEPTABLE. O FOR RDECK TREATED WOOD ING♦ / �J„ ,,,,,,,,/, s.o RAILINGS,BARRIERS,FENCING J PLAN-JOISTING PRESSURE TREATED 6x6 DFL No.2 WOOD POST. / 6.1 Entry Fence/Gate 1/L7-05 3231193 O 6.3 WallnMounted encHandrail 1/L7-05 323119 U . Z - HIGHER GRADE LUMBER IS ACCEPTABLE. / 6.3 Garden Fence/Gale 1,2/L7-06 323119 6.4 Dog Run Fence/Gate 1,2/L7-07 323119 T.o SITE LIGHTING CO W a.oLX Z Refer to Ligthing Designefs Drawings. DRAINAGE (U) Refer to Civil's Drawings. < ® s.o PLANTING AND LANDSCAPE Refer to Planting Series Drawings 00 2x6 WOOD DECKING TYP. r r MISCELLANEOUS ELEMENTS M / 21'-0" RESIDENCE STRUCTURE �10 2 Wood Deck ` 1/L7 09- Ai.` 061533 5z"TYP. / k k j - ® w / ISSUE DATE: 10/16/2020 REVISIONS _ # DATE DESCRIPTION PLAN-DECKING // 1 06/02/2022 ASI 02 Lt j 4)TIMBERLOK TLOK06 SCREWS,TYP DRAWN: JW/JP REVIEWED:MA PRESSURE TREATED 6x6 DFL No.2 WOOD POST SIMPSON ABW66Z POST BASE -_,,,- RESIDENCE STRUCTURE .549, says+ 2x6 DECKING TYP. NOTE:ALL FRAMING MATERIAL IS TO BE PRESSURE TREATED ALL HARDWARE IS sa as+ AV//2/ // /,//2// 2///X/' )/Ai1 / // �/ /2///,1 /// //�/ /�// //// 2 2iL0/� /,rf/ PRESSURE TREATED(2)2x4 DFL No.2 -III �1 = 1 =III-1 I II I 11 I II 11 I I =III IIIIII IIIIIIIII 11 I III I 1 I I 1 1 1 1 III ARE TO HAVE ZMAXTO BE ETHER V COATING.WOOD SHOULD NOTO CH GRADE.SIMPSONANIZED OR STAINLESS STEEL AND ALL HANGERS Building Permit _ LEDGER,ATTACH BACK TO CONC W/12" V - -1 I-11 I- 1 -1 1-1 I I-II-1 I-1 -1 I-1 -ITI I hI 1-1 I I :T lll 1LI -I -I _i 1 I I=11HT LT 11 -11�_ DIAMETER x 5"SIMPSON SS TITEN HD € - I I� .: -IIII IIII I I LI -III IIII C 1 IIII 1 SCREW ANCHORS @12"0O,STAGGERED = - - - = - = - - = - �L = - = - = -II- - = - = PRESSURE TREATED 2x4 DFL No.2 FASCIA fW _ _ FINISHED SURFACE tS �I H I III-1 1-1 1-1 1-111-1 1-111-1 1=1 1-1 1 III it-111-1 1-1 1-1 1-111-111-111-1 1-111-1 1-1- 1 UNDISTURBEDSUBGADE PROJECT NUMBER:6183 s -III-I H'. �I I-III-III-III-III-III-III-III-III-III-I h -III-III-III-III-III-III-III-III-III-III-I d IIIIIIIIII = :''kIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Eli III 1 IIII 11 I III I,, 11 11=1 111=111 111=11I 111=11I 111=111 111=11I 111=111 - 111=-111I 111-111 111= - - _ II-III III • III_III III III_III III_III III-III III_III• � II IIIIII- 111 III= 8 ICI III I11 III 111 III 111 III 111 III 111 111 . 111-11 =I1 SITE DETAILS ° 1 ;-'11 1117III 111 111-111=111=111=111-=irr rTr' -11 I- 111 11=1T=III=111=111=H 1=111=111=111-111-111-1 I i- 1=111=111=111-111=111-11I-I 1 I-111 11 r 1= = -III REINF W/(3)tf4 VERT W/STD 90-DEGREE HOOK AT BASE ¢ Wood Deck SECTION SHEET NUMBER o L7-09 RE IVED 0 /20/2022 Roi I ® I O I ® I ® I ® I © I OT I ® I ® OcoPYRIGHTDEsioNwo0KseoP.INC ASPEN "s BUILDING DEPARTMENT 1 0 I © I © I 04 I Os I © I ,O I J I OO I SITE KEYNOTES: DETAIL RELATE SPEC. DESIGNWORKSHOP SHEET DETAILS SECTION Landscape Architecture• Land Planning O PAVEMENTS,RAMPS,CURBS Urban Design .Tourism Planning 1.1 Vehicular-Concrete Paving Type 1-Non Snowmell 1/L7-01 321313 Asheville.Aspen.Austin.Chicago.Denver.Dubai 1.2 Vehicular-Concrete Paving Type 2-Snowmell 2/L7-01 321313 Houston.Lake Tahoe.Los Angeles.Shanghai 1.3 Pedestrian-Concrete Paving Type 1-Non Snowmell 3/L7-01 321313 1.4 Pedestrian-Concrete PavingType 2-Snowmell 4/L7-01 321313 120 East Main Street 1.5 Stone Paving Type 1-Sand Set 5/L7-01 321440 Aspen,Colorado 81611 1.6 Stone Paving Type 2aMortar Set-Non Snowmell 6/L7-01 321440 (970)925-8354 1.7 Stone Paving Type 2b-Mortar Set-Snowmell 7/L7-01 321440 1.8 Stone Paving Type 3a-Spa Copping 8/L7-01 321440 (970)920-1387 1.9 Stone Paving Type 3b-Autoeover Vault 9/L7-01 321440 1.10 Mulch path 10/L7-01 329419.13 W W W.D E S I G N W O R K S H O P.C O M 1.11 Crusher fine path 11/L7-01 321440 1.12 Gravel Paving 1/L7-02 321440 ,0 JOINTING 2.1 Control Joint 2/L7-02 321313 2.2 Expansion Joint Type 1 3/L7-02 321373 _ 1. 2.3 Expansion Joint Type 2 4/L7-02 321373 2.4 Sand J 5/L7-02 321440 2.5 Mortarr Joint 6/L7-02 321440LLI 3.o STEPS 3.1a Concrete Step Type Iallon Snowmell 7/L7-02 003300 W 3.1 b Concrete Step Type lb-Non Snowmell 1/L7-03 003300 3.2 Concrete Steps Type 2-Snowmell 8/L7-02 003300 O SITE WALLS/EMBANKMENTS Refer to Architectural Drawings. O O SITE FURNITURE Not used at this time. Z Q U � J s.o RAILINGS,BARRIERS,FENCING W LLJ Q 6.1 Entry Fence/Gate 1/L7-04 323119 J Z� 6.2 Wall Mounted Handrail 1/L7-05 055213 0 O 6.3 Garden Fence/Gate 1,2/L7-06 323119 1"MINIMUM 6.4 Dog Run Fence/Gate 1,2/L7-07 323119 - - tA �.o SITE LIGHTING W CENTER LINE OF THE COURT Refer to Ligthing Designers Drawings. .� I B.o DRAINAGE A w ((a r 12,8" i I f RETAINING WALL,SEE ARCHITECTURE DWGS. Refer to Civil's Drawings. Om IX Q 12-8' r \ E 2"X6"CLEAR,VERTICAL GRAIN,KILN DRIED 9.0 PLANTING AND LANDSCAPE CEDAR SIDE RAILS,ALL EDGES EASED - - Refer to Planting Series Drawings /iii///i//i�i r / 3/8"X 3-12"STAINLESS STEEL OR GALVANIZED CO BOLT WITH WASHER INSERTED INTO EMBEDDED 7 A X X ANCHOR(MIN.3")EMBEDMENTSTAGGEREDI8"O.C. 4:12> MISCELLANEOUS ELEMENTS 00 , �-. _. -III' 10.1 Fire Feature 1/L7-08 103000 CD Te le*tom p FINISH SURFACE,SEE PLAN r.. `�'e Co 5 , . I- 1"PACIFIC PEARL BOCCE SURFACE 10.3 Bocce Court 1/L7-09 100000 L.I --•- •I �,V }-I I •�,I ` 1"DECOMPOSED GRANITE 7- -I / 4"CLASS 2 PERMEABLE BASE ROCK. -1 i t i -a G ri E i i II--1.r I BOTTOM OF ROCK SLOPED TOWARD TRENCH ` '111�fl�Illll6 l }ki�N,•. J.7 // -1.I,.1 I<r.]1 I 1, UNDISTURBED NATIVE SOIL OR COMPACTED 1-,�4,,-.f 1,f.-...�,' FILL TO 95%RELATIVE COMPACTION -I i J 1•;I-t 3"PERFORATED DRAIN PIPE 7 DRAIN ROCK / GEOTEXTILE FILTER FABRIC AT / SECTION A BOTTOM OF DRAIN AND BASE ROCK CDQo % - PERFORATED DRAIN �O PIPE UNDER PERMEABLE BASE ROCK 2"X 6"CLEAR,VERTICAL GRAIN,KILN DRIED CEDAR SIDE RAILS,ALL EDGES 7 EASED.BOLT TO ALL FOUR SIDES OF COURT. $'MINIMUM i ISSUE DATE: 10/16/2020 REVISIONS 'I _ # DATE DESCRIPTION � 1 06/02/2022 ASI 02 I A TYP. \\ 2"X 6"CLEAR,VERTICAL GRAIN,KILN DRIED i1. / T CEDAR SIDE RAILS,ALL EDGES EASED ✓ ""gyp 3/8"X 3-1/2"STAINLESS STEEL OR GALVANIZED / coE �� ��������������� BOLT WITH WASHER INSERTED INTO EMBEDDED 1,? � ANCHOR(MIN.3")EMBEDMENT STAGGERED 18"O.C. © jjjj 2.5 TYP. ' .47, z.. At-Til I"PACIFIC PEARL BOCCE SURFACE DRAWN: JW/JP REVIEWED:MA PLAN `-_ 1"DECOMPOSED GRANITE SCALE: I I - I _I\ 4"CLASS 2 PERMEABLE BASE ROCK. -III- I I \ BOTTOM OF ROCK SLOPED TOWARD TRENCH -I I I- I UNDISTURBED NATIVE SOIL OR COMPACTED FILL TO 95%RELATIVE COMPACTION Building Permit SECTION B PROJECT NUMBER:6183 0 SITE DETAILS Bocce Court SHEET NUMBER L 7-1 ORE,. .vED 4/20 2022 0 I © I 03 I 0 I Os I © I 0 I 0 I Os I pccevo:GHTNEo:0Nw00sovc.INC ASPEN BUILDING DEPARTMENT J I © I © I Oa I OS I © I © I Oa I OO SITE KEYNOTES: °ETA"' '7_:: f Eo SPEC. DESIGNWORKSHOP SHEET TaKIs) SECTION ---..... Lji41 Landscape Architecture. Land Planning 9.D PLANTING Ass:N LANDSCAPE Urban Design . Tourism Planning 9.1 Deciduou Tree Planting on Slope 1/L9-01 ----- 329300 Asheville.Aspen.ARs5:.Chicago.Denver.Dubai 9.2 Dedduou Tree Planting 2/L9-01 ----- 329300 Houston.Lake Tahoe.Los Angeles.Shanghai \ 9.3 Deciduou Multi-Stem Tree Planting on Slope 3/L9-01 ----- 329300 9.4 Deciduou Multi-Stem Tree Planting 4/L9-01 ----- 329300 120 East Main Street 9.5 Coniferous Tree Planting on Slope 1/L9-02 ----- 329300 AS en,Colorado 81611 \\ 9.6 Coniferous Tree Planting 2/L9-02 ----- 329300 p 9.7 Shrub Planting on Slope 3/L9-02 ----- 329300 (970)925-8354 9.8 Shrub Planting 4/L9-02 ----- 329300 (970)920-1387 9 5 9.9 Perennial and Groundcover Planting 5/L9-03 ----- 329300 TYP. 9.10 Ornamental Grass Planting 6/L9-03 ----- 329200 ��ACCES ----- W W W.DESI GN W ORK SHO P.COM (2)PTM-2.5 9.11 Native Seeding 7/L9-03329200 �(1©PTM-2.5 S :?01gfNT 9.12 Lawn Turf 8/L9-03 ----- 329300 (8)��2`2 \\ (5)PM-5 i 9.13 Metal Edging 9/L9-03 329300 (8)PP-12 ' (4)PTM-2.5 :cc 92 PLANT LIST TYP. 9.4 FMF/VT Ti59 \\ TYP. SYMBOL/ABBR. QTY. BOTANICAL NAME COMMON NAME TYPE - PROPERTV LINE \\ nr'�. Boundary of permanent / ` j--- /' T -- -- _ Property Line Irngated nativa V CONIFEROUS TREES �_ I �y�• s p. \ /,� \11��T \ .r�fe� � `FF� .' I \I '�\ \\\ \\\\ _ PP-18 8 Rcea Pun9e.0 Coloratlo spruce B8B W >-------_ (92)RP-1 _ y. ✓ U E �� •��,.� ,. A ' ll,lkV�.- .O I - ' v �01 PH-1z �, I®/ / r `\, ` ^�\tl�. I \ s Picea Pwgwsrows✓ cpbram sprpreeaB, (33)RP-1 I `a pii\ \j\ \ 1' /�y**Ws . �` 310 SF NR ` `_ �(8),SV 5�`,l PH-1s 8 P¢ea Purgws bwPsu cplpram sprpre eaB w 3 (8)PM-5 I ��j�i Q � 7� �\ \\\\\ ` �V• l��u-� r N. If' / �AAAI OW/ �� �gr����Dy��Q�7 � I v ����►� '' Sc =d -� v � I Pmpoaetl ewrmsear�he�ass"rNore rbrlrees�a than 2B•rall sTzb r er lrwk j d / _ usetl.ECID sgrea THE 20 fall,12 inmaliperlmnks¢e used) (1)PP-18 I rGr T=. (1)PT-2.5 ��11a�i,���Q� ` 4a1., r�N®4.A' *. .. `QP k` r� \ , +�I/^ - () \_I' I PT-2 as D US TREES _. �\ \fib' \d'A�'-0i f �� 1�, �' �� 3295E d z)�Ivt�5 UO Populous nemwoiaes awkire aspen(sinplesfem)BSB ,� r n DECIDUOUS � Q //ylIyT (4)PTM-2.5 - N4 li<$41 QQN'A'/1\ ��•�,�,� ��`_,1::QUO�I ��la w a• "II ', a- 4 +-' tip'I / ,clan.' DJT�t$b fa4 till `, `��,��was 0, • rf�`I'�M►.n'rr�filis.L- \ rrgln' \`' `Qp° PT3 6 Popubw bemulPitlesZCe V \Vi'. v 4�t� dar ra raft L��� i. .. ,. ptap pal Ih9 �� / , v`\\ 4, 0� Q.�1 Ia�,Q�41 v'Q$�1i4 PT25 a�1.� as a0i Via,ma<,.�I����h� lam_ I acD-sI LLJ Li] O(2)PM-5 ( `�\ ib C�,-<a,AAf/! `i Cl O ff, IQPr�pp i e4+'I'S.i ri�A� 11` �/� I PT-4 3 PoPumwrremumme. Ouak n9 ASPen lsin9leSfem)B8B _ \ trb 4,Cyl p kQ�4 Ova Q�\�gi�� (2)PT-2.s\ r I \ �- I. . (1)PP-18 II ! H `-N '�'/ () a.rill • YYO ��� PTM-2525 Populous bemub.tles Oua 9 P 1 XrSf ) B8B / ��L..�' 3 PTM-2.5 (3)PT-2.5 A '�Y'O Cr' O r r J ` \ "mod/ 1 ADO- (1)PT-2. ��� Po ub kn As en Mu - \ 7�;W (1)PTM-2.5 - a aQl1) A\Av\� x'b�)�Via.. II :,111‘.114:11:\:(tt)(:( _ (1)• -2.5 O TJ1sr--�I �.q}��/ VAIII//// A\V �A (2)PT-2.5 (47 RP-1 Ih 'Ila�� (1)PTM-2.5 r •� 7„rwwnn�`�M�wr (. I Ac-z 1s ac��.,.,ae Fire Fb Amar Maple MB (3)AG-2 1 G ! '� ) 6_ .�. (2)PT-2.5 \MeLula`• `.\a� _L r Q ° Z 1 PP-12 _ fifil 32 RP-1 (2)PTM-2.5 �, Pmposetl tletltlupus ratper-rches z3os(NW:For mpn-stem lre�,O z Residence 43 RP-1 V ��... PI Al (1)PTM-2.5 ( ) �� \\ // TYP. PpN Pre bppk-prlWetl-p me�bplar ) �r//IID\�//r/IIII\\ \ 11.- gll� (26)AM-1 (24)CA-5 Garage /� \' ^ �, Tofalmw�conaerousam tlerawus carer inrnrs sass Z(1)PP-16I `� -�' 11,�k r _ BoundaryofpennaneMSH ^(2a`SS 1 1W a �- l= ird sled native area, RUBSq (48)RA3 (78)RP-1 ,-I-lbk a '� 0.5 9 Ce W(5)AG-2 \\\IIII!// -`e'a�a .__ ® ` (1)PP-i61Lll* \�� ( iseeirrigationdrawings cas 1zs comwabaBailey RaderRetlmgopgwwa cPmaper ^�1 (151)RA-3 I\11nninit ltS ♦__ ' -18 :, cosH2Catwdouglasu OPugks Hw,MruperLLJ L.L(2)PP-12 _ � { `„�'a ) iit.-',� l/p,I •1• f'o_ d11111,Q (JHPS 17 Hrdrargea Paniculata Popppk✓PINKY-WINKY Pnky nkY HY@angeaCpnfairer'f ,�IQaa I �O • �G'n0A " - 811bb14�� �;`"' I O' r0AS 17 Hydrergea arborescons Appabede' Annabelle Smwlh HYtlrangea CPnfairer a\, a-01 _ � roc ao< Ora - 5 n Fnw mar Q�p\\f446)j",.., ? 1 -, ,lea°a°°a a 12�� :spat .lnnnnosr \•O �I,�7 3 P nueeletN 41fj \ d/, o RAa 1ss Rbns anomadPa c Fragrant sp cppu per'� 1 I �oCppOpAar�•o00i \154)RPtinnjf� /�1•a O RP1 6. Rubus'Roof/locus (1) (2)PP-i6 `l � \\\I f1t j� 71 RP 1 \`vigtvig r I _ (18)AC-1 /, r00�n t -.0 \ 191gnnR. -432142•13P ' (14 Q*PP-i6 SVS 16 smnPa worads tar.CPmmpn Purpb CPnfairer© 1 _ S ) / "1 3a)ss- ����/ll v0 A�Bd�/ / p�nnncv/ o •o 91JC�4 �\ iii 'l PMS 39 PmusmwRuba a'///lkAv _ ;l _ rl _� Kagirr ��W�ll�'�'° --� ,� nnnnAn150 Rine+ �`� � 2)PTtit-2.5i 1fOp,p8dAC0 Oa11 __ 1 IIS U_PLC 1p$I / \\ - (53)AM-1 �' Zp'it QAdC��9D IQOB (57) - nE^ 6 PERENNIALS CO II%illAA QQ / ), asL�paOLgrQQtt1 (17)HA-5CM IIM (38 HS-1 11.- O''rP'T�-2$�6_ D DOO - AC-1 78 A A �w@a\ /� T �dlesQ'1 QpOd1!i//// \ OGO RH-1 65 Rutlbetli Nita Black EY�Sisan CPnfa rer„� 1 O C� � e, ao n HPs �� nl 0_ _ a �� f (21)55-1 \\\ O�Q+en`rnepQt� ( ) eor - 4 O till'r/ - m cc9 ss-1 1s9 soma saves.•INarNgm MayN9ht salvia\\\\IIII///i 0I� - +1\\ Q��sQn �1' �I- �nO,',•� TYP. aso EPr/�j/ 11\\ -;/,• �:s� - 1\1 +*, + 1\\\ �._q (72)NF-1 ,_ ea 11n1 AM-1 107 ACNdea nude, wnfe cpmmpp Yarmw cwuiper W (1)PP-18 e rr ` CW.'PTM Ls �`r4i\ �``� WI (88)NF-1 �L pfp�nG'',1�Ti\� ,�p�� (1)PP-16 om NF-1 3as Nweta•raa.swA Fa�rep7a calm�f cwuiper �i � a,,, v '«C-i)'RT2'S+ `�+tl+���„�-1, 01 i rai'oo nD L a'�`1vsl '1� 4 PM-5 - ///lll\\\ -1 - ��66D� ` `i L` - d'%1 Z)• ORNAMENTAL GRASS �� 1 i``• 1 I (91)NF-1 te" no�WX- itaMME N (2)PT,2.5 r �a�`�`1 I I ,0�� /�' CCIJO He-1 262 Hefictofricbon sempvrimns Blue A.ena Grass Cpnfainfer - O w 1 a,♦ �\� I it - ' • I) - 5 PM-5 ▪1 +"+ -'�'� \ � '+ ' +. `!•• lint _ I - n''3 Y, •+�tm. (5)C0.5 TURF AND GRASSES �vvv Ill/�5 �� � • ��� -0 o� -kv4V�� (5)AG-2 _ �;. '+a + ' �4** 1. ,awww (1)PP-18 (3)PP-12 g''�11 _ _ '� , // `�'' 2,„ ��! �+ (54)RP-1 �. GEAR �ti1Q1E,1 k%z`l:%:?t TURF 3698 SF Turf Lawn:P. f p cpbratlda Claire Bluearaaa li \\\111///%� I ( �\'+ (1a)eA-$ \ SHED �- nL1111' \5 ® NR 25,730 SF Nat Reveg far RNin CPunly Seetl Mix-Irrigafetl My lA2 TYP. 4 �i/ram\� / I O/1),11A:I I � � A • 1/ - _-_ _�� nifl•1I (1)�Lti-2.5 3ovc Pascpc, a- western whwfarass O lukA)111////�_ i'I i i II ▪ * (14)RN gR , -- �i vv zprc ENmus ram ws sbmerwheatgrass ..-'I I,' lib I Bo ce A' �J7 "747 1 c I 1 offiz Y� 1o%Paendpr - rvear Blwbwrhwheatgraaa fs�r varetr) (1)PP-18 I _ _ia/ AAv��v /ram Ck- . ,v N� r- ;a( ti #. _ - ,,i / -.--- I(`n's vv(6)FT 3' 15%Nasseda Pidawa� creep Neealwraaa ' /lll\ , C7Yrt 3,6985E TURF'* Z�. �� k k teggi 'fh.1 • _:-;� o l,__ � •kte ii,,II' � _ ( ) �� `` `' �N oko p.yi pl ' \ - - \(224)HS-1 15%ENmus wnrewtu, Tn rsak wheafgrass /,1,„\\\\ , // \`?I, �1���t Q_dl t,..J 1 �. i F 10%Amr�aN bYm Je IM R (1)PP-1- ��/glll\P�\ +'(]71+'*1 \I /per , ���'�`` e dQD� (3)AG-2 rn \� NOTE-All par ererepefr ilh f -bar rpm Ubfshmeme.rem ® 1 `«\s` k'h� �" IR4 // 54 RP-1 TYP. ENTf�1'DRIVE U me marl�eaarea(sw sF) nh lie f-rryafinp mrflre rak.se -yar parai�ga rpr aefala. \�\\ u aQ17n ( ) 4' I (3)PT-12 TYP.© // • +)+** \ ;r, Y�\`��\�`- Q WPM';�QI�MYkid,* 1 --- I (3)PT-RS NOTE:PmPusetl lreeaM shrub put prLmf pr O-slrubarce,fp he brafetl-n reN with me r 7 RH+ + + + _ ` �^� \`y ,.. ;\ Ilnrunn \cI�I \\,t�i ®` N aireefbppr Lapa rape Architect. �� � III � '.fg4tF�+ +���� ♦��a►�� 4�'i�-0�tl�',alio�nnlfel A1x �, mi r Tao I, + I + + , + �� \� v a�ptlimtiinl%a_i 1� -1 1__ �, �ti \ : + 'i+'+ + + + t \`® , getai ui i k aw(f �I, ` �`\ I\\, II I -�- TYP. apF-10 0' '-I: .R-1Ta3 7 TYP.®�'+',++' \\ oa i<tACn/.iti ' iIEY � \ I�4 I \: "' (3) 5 I_R_ YARD 1 h " + «'�\++++++'+'+'+ 0�\ �ty 2:21,1 1 - ` ! ., ISSUE DATE: 10/162020 p O ��� �� � • -; _ REVISIONS \, +4'+',*+'+*«*+*+*+ �" " - # DATE DESCRIPTION TYP.® I Q° �j��� �. �i�►�1t �T � •'������ oE. 1 os/oz/zozz ASIoz ��/ �� ' ���•L • - ;���� �� �� �� �� le o SITE PLANTING REFERENCE NOTES ( ) I�� �� _ ������� ��� c.��� k®V ���������� 1 _ �. - v CD Existing tree to remain,do not disturb. Wl 2 PT-2.5 2 pp_i27 .V♦ ���"'Tal� A 2 Proposed grading,see civil drawings. •• lop. 44e. Jj, �A � � ����� ) posed slormwaler line,see civil drawings. 144,��+ \ �`�\``�"� \ \ `. \ C� Pro ! I-' �4 r,�� �0►������ i � �I. 11 v8 SVS (LG. Proposed plants out of limit of revegetalion to be located in field with direction of Landscape t \��'i Ilp\\),,,,N,'1,"/Kk‘k"\'`\ o�4,6-ot!�'��`` . , �a:; ,l/7� \ (4)PfJ45 s 11;', , \x'4- 114� �1. 100 �,� �. �l� :44 Y: 1 �� - _ ‘ �Q��!� �tl�_���u`m`I, :v . �Y ► ►v; �k��yrwi �vr b�)PP-1zDRAWN: JW/JP REVIEWED.MA (2)PP-12 ✓ v �_ ��C,, „ii �ZiZ it It .v �`\�,s 0 . i "4 fONN �•N�'fi 3 PT-2.5 w I 'nlll\_' ;_ S▪ .�4Z� 1`y`i?y3►@i3 `R� . ,met\� 'I RO.'�.°'14, , - u..�1„e� •y., \ :;'\ i . II o :LIMIT OF DISTRUl ANCE -C- 79iir _ _ 2T el. ,9\ �.///110\ ' `� �', / b� II i- - - - BuildingPermit a V - ass Yi is. - ., � . _ _ s 3 (3)PP-16 (1)PP-18 I II (1)PP-16 (3)CD-5 (2)PP-12 II m (1)PP-12 I / \_\I S (6)C0.5 (2)PP-i6 .L� (1)PP 12 (1)PP-16 (7)C0.5 'I- PROJECT NUMBER:6183 I I SITE PLANTING I PLAN //I �HEET NUMBER\� z I o I I NORTH 0 6 32 L8 �� REr WED -r' T ORIGINAL SCALE:1"=16' F I ,� 4/2022 sF I I a I a I 5 I 6 II I a 1 9 OOOPTIL WORKSHOP,mO O © O O O O O O O ASPEN s BUILDING DEPARTMENT 3 I 3 I 03 I OQ I Os I © I © I Oa I OO DESIGNWORKSHOP Landscape Architecture • Land Planning Urban Design • Tourism Planning Asheville.Aspen.Austin.Chicago.Denver.Dubai Houston.Lake Tahoe.Las Angeles.Shanghai 120 East Main Street Aspen,Colorado 81611 (970)925-8354 (970)920-1387 \\\�� .......... \ ` CCES$ WW W.DESI GN W ORKSH OP.COM FASf/WENr I AOOf fASfM a -- --— 1JLGLLOF�I�,T.'2,Uggb1C€ ___ — _ .�- _Property Line 0-_\\ , YUml + �� \�\III, \`}ll l{{Tj"� - \� S i. ' 1 \ l _ `�ll I a Ce III ° I - �/ //III\\` !//III\\\� T. /IIII\ •'�' M+I '+ _ r.. Imo\ : \\., I 1 p,,1%+ ,/i ' ,aa° + a 1� ;- o' :\": `----- ' J - Ir,p��C d�� .,�Y��f'ap'�Iq , _ II W W O J emu,' I \\4(}1,hh\`r\III1/ T (Stld Q% ,`raFlo sEr6 t.: + �� ; O Z IP = ` s av `` \ Residence � /1. �f///111\S- '�/ll'll\ '• \ �1 ( ,.-I Garage i '\\\\III//i, \\ :. I i Cf) 7 'o�'�iT • �' O ••• _ null i.- 1 I �v °�a oao �. eN - �,4,4ii v - S v. I II \ a + O �IO1 G�// I • i oe aoe , ° as° I/ a a�. 11 e /'� ' _ Spa ��� s°nt ��2 if�yl / I 1 „�_r- �11 ,....,,,,,, YYYY ` CO © I D.i �O X/ / r i I �/ Qyta I I „.� \ y I„N k� a,' Ilogfve /�/�/ �DOliveellMiO etei 1.1 CO s1 ? �� v`°ene all �! '1.1anQ' n CIO 11 Oiling I \ ��L"c'�1 / ,1� Id I- I ,{\\IIII/,,, t ® — w! SV\ , / / t� O \ if lie' li 1iii ly' .re, 'c' ��1� III >I ;:r:L, 47114.40' \ 1 ,_A Rio 0 GEAR • ' ' na�_ 06 1 L Bocce /1/Jll- 4 Court �411�� 'O6e e{ ICI ��� 1 I I ENTRY DRIVE (� U Cf,) to o� a a' I' II dds Y I I® ocl ! =I d+ x`'; I ,'\, 0 ono �� E1�1 ' C - - DItEI gip' I;\�/ ,1 a1 1 . • ; , -, f�l0alvilA�iia� i1R� in I;. 1 �., --�- fitthiuml J bn ®I RARD ___-_ . _ 10/16/2020 -� Ai / c.,..` ♦ Q Ob ,+�.. .i«, _ _ ° ISSUE DATE. - \ Li /� 14 1 .-::: + - �,. //„1: I - - _ _- v REVISIONS /gyp, 1 ,, +., I.v v _ 4: _ # DATE DESCRIPTION _if' /k/ 1..� q L C.. \ 1 O6/02/2022 ASI 02 A / �\ \ II HYDROZONE LEGEND 111t I:11, I I H _ LOW(Permanent)-19,686 SF �� '_ LOW(Temporary)-8.684 SF oIII 11 I I v !tt+tur//� �,vvu//1. ��� z / v vI I vvv � \Y, Vulb OVAIIq(/r I w �� Q \ !(y \ /,\� i DRAWN: JW/JP REVIEWED:MA �/ III ` 5 + i§!�� . / !, 1'/ I �1. MEDIUM-6,642 SF ! 1 �� `` ` ,a "//III\ ,, ��\ 1- M'^ / '`•\.Ill• �\ �/�1//�� .., /loon .\\ , .. r\ . SF e L .'LIMIT OF DiS 11 - _ --__ 4w N { �. ---,1 .I� .>, o TRUBANCE --- - ��ig1111\\� - BuildingPermit `oo u� n I __________ HIGH4 584 m _ V _ 2aoa \ Property Line ______________________J 1 ii \ _ I I' II 1 S \ \I PROJECT NUMBER:6183 SITE w ® 111111 i HYDROZONE I�\ 1 PLAN 1 SHE DUMBER :ELIDING' 1 NORTH 0 8 16 32 FINED- . ORIGINAL SCALE:1,16' r= A/2022 sF I O I © I Oa I I I © I I ® I Oe ®CoPYRIRNSIRNyNSNOPC ASPEN DEPARTMENT INSTALLATION GENERAL NOTES CONSTRUCTION NOTES DESIGNWORKSHOP Landscape Architecture • Land Planning 1. THE SYSTEM DESIGN ASSUMES A MINIMUM PRESSURE FOR THE IRRIGATION SYSTEM OF 70 PSI, 7. SELECT NOZZLES FOR SPRAY AND ROTARY SPRINKLERS WITH ARCS WHICH PROVIDE COMPLETE Urban Design .Tourism Planning 1 THE IRRIGATION SYSTEM POINT-OF-CONNECTION(POC)SHALL BE AT A MAXIMUM DISCHARGE OF 25 GPM AT THE 1-INCH IRRIGATION POINT-OF-CONNECTION(POC). AND ADEQUATE COVERAGE WITH MINIMUM OVERSPRAY FOR THE SITE CONDITIONS. CAREFULLY Asheville.Aspen.Austin.Chicago.Denver.Dubai VERIFY PRESSURE AND FLOW ON SITE PRIOR TO CONSTRUCTION. ADJUST THE RADIUS OF THROW AND ARC OF COVERAGE OF EACH ROTARY SPRINKLER TO PROVIDE DOWNSTREAM OF THE IRRIGATION WATER TAP AND METER INSTALLED BY Houston.Lake Tahoe.Los Angeles.Shanghai THE BEST PERFORMANCE. OTHERS AT THE APPROXIMATE LOCATION SHOWN.INSTALL BACKFLOW 2. READ THOROUGHLY AND BECOME FAMILIAR WITH THE SPECIFICATIONS AND INSTALLATION PREVENTION UNIT AND MASTER VALVE ASSEMBLY AS INDICATED,SAME 120 East Main Street O DETAILS FOR THIS AND RELATED WORK PRIOR TO CONSTRUCTION. 8. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF IRRIGATION SIZE AS POC. VERIFY EXACT LOCATION OF POC WITH OWNER'S Aspen,Colorado 81611 SLEEVING. SLEEVES ARE REQUIRED FOR BOTH PIPING AND ELECTRICAL WIRING AT EACH REPRESENTATIVE. (970)925-8354 3. COORDINATE UTILITY LOCATES("CALL BEFORE YOU DIG")OF UNDERGROUND UTILITIES PRIOR TO HARDSCAPE CROSSING. COORDINATE INSTALLATION OF SLEEVING WITH OTHER TRADES.ANY (970)920-1387 CONSTRUCTION. PIPE OR WIRE WHICH PASSES BENEATH EXISTING HARDSCAPE WHERE SLEEVING WAS NOT O WALL MOUNT THE IRRIGATION CONTROLLER AT THE APPROXIMATE INSTALLED WILL REQUIRE HORIZONTAL BORING BY THE IRRIGATION CONTRACTOR. PIPE SLEEVES LOCATION SHOWN. COORDINATE ELECTRICAL POWER TO THE CONTROLLER W W W.DESIGN W O R K S H O P.C O M 4. DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM WHEN IT IS OBVIOUS IN SHALL BE SIZED TWICE THE NOMINAL SIZE OF THE PIPE PASSING THROUGH. WITH THE OWNER'S REPRESENTATIVE. CARE SHOULD BE TAKEN TO INSTALL THE HELD THAT OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN THE IRRIGATION CONTROLLER IN A LOCATION THAT IS ACCESSIBLE FOR CONSIDERED IN THE ENGINEERING.IF DISCREPANCIES IN CONSTRUCTION DETAILS,LEGEND, 9. INSTALL ALL ELECTRICAL POWER TO THE IRRIGATION CONTROL SYSTEM IN ACCORDANCE WITH MAINTENANCE,AND SCREENED FROM VIEW EITHER BEHIND ENTRY WALLS, NOTES,OR SPECIFICATIONS ARE DISCOVERED, BRING ALL SUCH OBSTRUCTIONS OR THE NATIONAL ELECTRIC CODE AND ALL APPLICABLE LOCAL ELECTRIC UTILITY CODES. NEXT TO BUILDINGS,OR BEHIND PLANT MATERIAL. FINAL LOCATION TO BE _ DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. APPROVED BY OWNER'S REPRESENTATIVE. _ 10. THE FOLLOWING SHOULD BE NOTED REGARDING PIPE SIZING:IF A SECTION OF UNSIZED PIPE IS O SHO WN IRRIGATION OUT OF LANDSCAPED AREA FOR CLARITY ONLY. 5. THE DRAWINGS ARE DIAGRAMMATIC. THEREFORE,THE FOLLOWING SHOULD BE NOTED: LOCATED BETWEEN THE IDENTICALLY SIZED SECTIONS,THE UNSIZED PIPE IS THE SAME NOMINAL INSTALL IRRIGATION COMPONENTS WITHIN LANDSCAPED AREA. UNI SIZE AS THE TWO SIZED SECTIONS. THE UNSIZED PIPE SHOULD NOT BE CONFUSED WITH THE A. ALTHOUGH IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE PLANTING AREAS FOR DEFAULT PIPE SIZE NOTED IN THE LEGEND. CLARITY,INSTALL IRRIGATION PIPE AND WIRING IN LANDSCAPED AREAS WHENEVER O THE IRRIGATION CONTRACTOR SHALL INSTALL A LOCKABLE ISOLATIONUml POSSIBLE. 11. INSTALL TWO(2)#14 AWG CONTROL WIRES,FOR USE AS SPARES.INSTALL SPARE WIRES FROM GATE VALVE ASSEMBLY DOWNSTREAM OF THE BACKFLOW PREVENTION CONTROLLER LOCATION TO EACH DEAD-END OF MAINLINE. COIL 3 FEET OF WIRE IN VALVE BOX. DEVICE AT THE APPROXIMATE LOCATION SHOWN,PER CITY OF ASPEN B. TREE AND SHRUB LOCATIONS AS SHOWN ON LANDSCAPE PLANS TAKE PRECEDENCE OVER REQUIREMENTS. Uml ® IRRIGATION EQUIPMENT LOCATIONS.AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, 12. THE IRRIGATION CONTRACTOR SHALL USE FLOW CONTROL ON ALL ZONE CONTROL VALVES TO O THIS IS A TEMPORARY IRRIGATION ZONE.IT MAY BE USED FOR 3 YEARS FOR 0 PLANTING MATERIALS,AND ARCHITECTURAL FEATURES. ACHIEVE DESIGN PRESSURE AT MOST REMOTE OR HIGHEST ELEVATION EMISSION DEVICE ON THE ESTABLISHMENT OF NATIVE GRASSES. AFTER 3 YEARS,OWNER SHALL EACH ZONE.SEE LEGEND AND VALVE DESIGNATORS FOR EQUIPMENT DESIGN PRESSURE. TURN OFF ZONE AND REMOVE ASSOCIATED VALVE AND SPRINKLERS. Cl C. USE ONLY STANDARD TEES AND ELBOW FITTINGS. USE OF TEES IN THE BULLNOSE LATERAL PIPING SHALL BE ABANDONED BELOW GRADE. Z (-5CONFIGURATION,OR USE OF CROSS TYPE FITTINGS IS NOT ALLOWED. 13. ALTHOUGH TREES AND SHRUBS WITH DIFFERENT WATER REQUIREMENTS ARE IRRIGATED ON THE SAME DRIP ZONE,THE CONTRACTOR SHALL REFER TO THE EMITTER SCHEDULE IN THE IRRIGATION 6 THIS ZONE SERVES NATIVE GRASS IN A WILDFIRE BUFFER THIS VALVE 6. PROVIDE THE FOLLOWING COMPONENTS TO THE OWNER PRIOR TO THE COMPLETION OF THE DETAILS TO INSTALL THE CORRECT SIZE AND QUANTITY OF EMITTERS PER PLANT WATER O SHALL STAY IN PERMANENT OPERATION FOR ONGOING AREA.E O PROJECT: REQUIREMENTS.REFER TO LANDSCAPE PLANS FOR SPECIFIC PLANT SPECIES AND WATER PROTECTION. J REQUIREMENTS. LI Q Q Z A. TWO(2)OPERATING KEYS FOR EACH TYPE OF MANUALLY OPERATED VALVES. 14. SENSORS(E.G.,RAIN,FREEZE,WIND,AND/OR SOIL MOISTURE ETC.),EITHER INTEGRAL OR p B. TWO(2)OF EACH SERVICING WRENCH OR TOOL NEEDED FOR COMPLETE ACCESS, AUXILIARY,THAT SUSPEND OR ALTER IRRIGATION OPERATION DURING UNFAVORABLE WEATHER IRRIGATION LEGEND CO W Z ADJUSTMENT,AND REPAIR OF ALL ROTARY SPRINKLERS. CONDITIONS OR WHEN SUFFICIENT SOIL MOISTURE IS PRESENT SHALL BE REQUIRED ON ALL v IRRIGATION SYSTEMS. RAW SLEEVES:CLASS 200 PVC LLJ C 1_POINT-OF-CONNECTION ASSEMBLY tG CITY OF ASPEN GENERAL NOTES - C a City of Aspen Pa s and Open Space MAINLINE PIPE:CLASS 200 PVC 1 1/9-INCH SIZE UNLESS OTHERWISE INDICATED 585 cemetery Zane Aspen,CO 81611 - LATERAL PIPE TO SPRINKLERS:CLASS 200 PVC WATER EFFICIENT LANDSCAPE WORKSHEET--WATER BUDGET ANALYSIS 970-920-5120 1. APPLICANT IS RESPONSIBLE FOR ASSURING OPERATING PRESSURE AT EACH 1-INCH SIZE UNLESS OTHERWISE INDICATED CO Note:Project Applicant must complete this worksheet as itis a required element of the Landscape&Irrigation Documentation EMISSION DEVICE IS WITHIN THE MANUFACTURER'S RECOMMENDED PRESSURE CO RANGE FOR OPTIMAL PERFORMANCE.IF PRESSURE IS NOT WITHIN THE LATERAL PIPE TO DRIP EMITTERS:UV RADIATION RESISTANT POLYETHYLENE Package. PREFERRED RANGE,ACTIONS DESCRIBED IN SECTION 5.1.11 OF THE WATER 3/4-INCH SIZE UNLESS OTHERWISE INDICATED,ROUTING IS DIAGRAMMATIC Address:1688 Spruce Street I Contact Info:Inate@hinesinamm EFFICIENT LANDSCAPING STANDARDS MUST BE TAKEN. -- LATERAL PIPE TO TREE EMITTERS:CLASS 200 PVC CALCULATING GALLONS OF WATER NEEDED BY PLANT CATEGORY AND IRRIGATION TYPE Directions for Use 2. SPRINKLERS WITHIN INDIVIDUAL IRRIGATION ZONE SHALL HAVE MATCHED 1-INCH SIZE UNLESS OTHERWISE INDICATED The specific irrigation water needs of each hydrozone in the design should be determined using the following formula and factors: PRECIPITATION RATES,UNLESS OTHERWISE DIRECTED BY THE MANUFACTURER'S RECOMMENDATIONS. REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLER LATERALS: _ Irrigation Water Budget=(MThx Plant Factor)-Re]x Irrigated Area/Irrigation Efficiency x 0.623 Fill in these blue sections below.Some RAIN BIRD PEB(SIZED PER PLAN) - columns have drop down menus to 3. SLOPES GREATER THAN TWENTY-FIVE PERCENT(25%)SHALL NOT USE Where: SPRINKLERS WITH AN APPLICATION RATE EXCEEDING 0.75 INCHES PER HOUR. ® REMOTE CONTROL DRIP VALVE ASSEMBLY:RAIN BIRD XCZ-PRB-100-COM ETo=Reference Evapotranspiration in inches/season(May-Sept.) Reference Evapotranspiration assist you in filling out.The formulas REFER TO CITY OF ASPEN WATER EFFICIENT LANDSCAPING STANDARDS will calculate the site average annual • QUICK COUPLING VALVE ASSEMBLY:RAIN BIRD 5RC Re=Effective Precipitation in inches/season(May-Sept.) 27.4 inches/year SECTION 5.2.4 FOR EXCEPTIONS,AND TO SECTION 5.5 FOR LANDSCAPE will Irrigated Area=Hydrozone Area in Square Feet 17.1 gallons/square foot water use.Once completed you should6:11- insert it into the design set. SCHEDULING TO PREVENT RUNOFF. N ISOLATION GATE VALVE ASSEMBLY:MATCO 514 A� EPA, Hydrozones Efficiency Effective Precipitation 4. AS PER WELS SECTION 4.3.2(L&M),ANY DISTURBANCE UNDER EXISTING TREES �4 R, >R� .p REQUIRES REVIEW AND APPROVAL OF THE CITY FORESTER. m BACKFLOW PREVENTION ASSEMBLY:FEBCO 825YA04 6 4 Water Use Category Plant Factor Code 6.8 inches/year d , Cool Season Turf 0.90 VH 4.2 gallons/square foot 5. AN IRRIGATION MAINTENANCE SCHEDULE AND IRRIGATION MANAGEMENT @ High 0.80 H PLAN IS REQUIRED AS DESCRIBED IN SECTIONS 5.4 THROUGH 5.8 OF THE 0 FLOW SENSOR ASSEMBLY:FLOWMEC QS200-10 ULTRASONIC f v ,,: Medium 0.65 M Irrigation Efficiency ASPEN WATER EFFICIENT LANDSCAPING STANDARDS. MASTER VALVE ASSEMBLY:RAIN BIRD 100-PESB 23678 Low 0.40 L Irrigation Method Default Efficiency .-40IISikEg9 N. Very Low 0.25 VL Overhead 75% ENSURE THE FOLLOWING: FLUSH CAP ASSEMBLY C �i�P Drip 90% u MM'ER_ 1. TURF GRASS SPRINKLER HEADS SHALL HAVE A DISTRIBUTION UNIFORMITY OF -t-UNCONNECTED PIPE CROSSING HYDROZONE WATER BUDGET CALCULATION 0.65 OR HIGHER USING THE PROTOCOL DEFINED IN ASABE/ICC 802-2014. Complete the hydrozone table for each hydrozone. Use as many rows as necessary to provide the square footage of landscape are per hydrozone. 2. POP-UPS IN TURF AREAS HAVE A MINIMUM HEIGHT OF 6". ® INLINE TREE DRIP RING ASSEMBLY:RAINBOW XFS-CV-09-12 ISSUE DATE: 06/02/2022 Total area of irrigated public right-of-way: 5757 Sq.Ft. ❑0 LOCKABLE VALVE PER ASPEN WELS SECTION 5.1.3 REVISIONS - Total area of non-irrigated landscape: 1372 Sq.Ft. - # DATE DESCRIPTION ® RAIN/FREEZE SENSOR:RAIN BIRD WR-2 Hydrozone Plant Water Need Hydrozone Plant Water Use Type(s) Plant Factor Irrigation Method Irrigation Efficiency Area © IRRIGATION CONTROLLER UNIT WITH IQ NCC CARTRIDGE& (Sq.Ft.) (gal/season) WR-2 WIRELESS RAIN/FREEZE SENSOR CONTROLLER A:RAIN BIRD ESP-LXMEF Shrubs-A6,A16,A23 L 0.40 Drip 0.90 2512 7234 Ou O 0 POP-UP ROTATING SPRAY SPRINKLER:HUNFER PROS-06-PRS40-CV W/MP1000 NOZZLES Trees-A3,Al2,A21,A30 L 0.40 Drip 0.90 5522 15901 [HAVE COMPLIED WITH THE CRITERIA OF THE WATER EFFICIENT LANDSCAPING STANDARDS AND APPLIED THEM ACCORDINGLY PRESSURE:90 PSI RADIUS:8 FEET TO 15 FEET FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. FLOW(GPM):M-0.92 L-0.63 0-0.84 @ Native Revegetation `l7_ f/- 4____(Temp)-A8,A30,A15, L 0.40 Overhead 0.75 19686 68026 /C�'�! POP11P ROTATING SPRAY SPRINKLER:HUNFERpROS-O6-PRS90-CV W/MP2000 NOZZLES A20,A22,A29,A32 PRESSURE:90 PSI RADIUS:13 FEET TO 21 FELT Native(Permanent)-A2, FLOW(GPM):K-0.77 G-1.10 R-1.48 DRAWN: JB REVIEWED:JB,BI L 0.65 Overhead 0.75 650 5945 A27 - 06/02/2022 O jr' POP-UP ROTATING SPRAY SPRINKLER:HUNTER PROS-06-PRS40-CV W/MP3000 NOZZLES Shrubs-Al,A4,A9,A13, M 0.65 Drip 0.90 4039 30783 BRENT JEFFERY,Cl)#23678 DATE PRESSURE:90 PSI RADIUS:22 FEET TO 30 FEET Q A25,A28 FLOW(GPM):B-1.82 Y-2.73 A-3.64 1 0 0 /O Trees-AS,A7,A24,A26 M 0.65 Drip 0.90 2603 19838 Turf-A17,A18 _ H 0.80 Overhead 0.75 3320 41698 Q POP-UP ROTATING SPRAY SPRINKLER:HUNTER PROS-06-PRS40-CV W/MP3500 NOZZLE CONSTRUCTION Turf-A14 H 0.80 Drip 0.90 376 3935 PRESSURE:90 PSI RADIUS:31 FEET TO 35 FEET - Shrubs-All,A19,A31 H 0.80 Drip 0.90 828 8666 FLOW(GPM):9o°-u.z8 88o°-u.86 uo°-3.z6 - DOCUMENTS Spa H 0.80 Overhead 0.75 60 754 ®®®POP-UP ROTATING SPRAY SPRINKLER:HUNTER PROS-06-PRS40-CV W/MPSTRIP NOZZLES TOTAL 39596 202781 PRESSURE:90 PSI RADIUS:ADJUSTABLE RECTANGULAR SPRAY AVERAGE IRRIGATION WATER NEED-ALL ZONES*-In gallons/sq.ft./season 5.1 FLOW(GPM):SST-4'X24'-0.34 5'X30'-0.97 LCS/RCS-4'X12'-0.17 5'X15'-0.23 PROJECT NUMBER:6183 *The Maximum Applied Water Budget is 7.5 gallons/sq.J./season unless"Special Features"are used.The Maximum Water Budget increases to 8 gal/sq ft/season if at least 5%of irrigated hydrozone area is comprised of"Special Features".The Maximum Applied Water Budget increases to 7.5 gal./soft/season if at least 10%of the total irrigated hydrozone IRRIGATION comprised f"Special Features". The use f ram barrels Is also lcentiulzed. m��INDICATES CONTROLLER AND STATION NUMBER Please refer to WELS Section 4.3.1 for more information. ��INDICATES LATERAL DISCHARGE(GPM) eeaaed:s.1.19 ®s------INDICATES VALVE SIZE(INCHES) LEGEND & II _�INDICATES PRECIP.RATE(INCHES PER HOUR) 3,..._ INDICATES ZONE DESIGN PRESSURE(PSI) A-,..- Hines Inc NOTES �•j��•'INLINE DRIP TUBING:NETAFIM TLCV26-12 WITH RAINBIRD XQF DRIPLINE HEADER ' SHEET NUMBER o�0,1INLINE DRIP TUBING:NETAFIMTLCV09-12 WITH RAINBOW XQF DRIPUNEHEADER SITE WATER ENGINEERING SERVICES 323 FORTCOLLINS,KE COLORE I R-1 RECEIVED FORT CONS,COLORADO 80.52E Telephone:970.282.1800 Web:www.hirresinacom 06/20/2022 .. I ._. I ._. I .. I I ._. I ._. I I ASPEN BUILDING DEPARTMENT DESIGNWORKSHOP CONSTRUCTION NOTES Landscape Architecture • Land Planning O O A29 - POC O Urban Design .Tourism Planning 13.3 Asheville.Aspen.Austin.Chicago.Denver.Dubai 1 THE IRRIGATION SYSTEM POINT-OF-CONNECTION(POC)SHALL BE q28 � A30 SIZE:1-INCH Houston.Lake Tahoe.Los Angeles.Shanghai A26 192 0.51 3.25 A31 DOWNSTREAM OF THE IRRIGATION WATER TAP AND METER INSTALLED BY 6.00 ,. 40 � 0.55 PRESSURE:70 PSI OTHERS AT THE APPROXIMATE LOCATION SHOWN.INSTALL BACKFLOW 0.41 1.07 �" FLOW:25 GPM 120 East Main Street O PREVENTION UNIT AND MASTER VALVE ASSEMBLY AS INDICATED,SAME 1. 30 030 Aspen,Colorado 81611 SIZE AS POC. VERIFY EXACT LOCATION OF POC WITH OWNER'S 0 ® "" _- - 1-{1:11\'• (970)925-8354 ci REPRESENTATIVE. _ , o D _ \ (970)920-1387 1:1- 4 OWALL MOUNT THE IRRIGATION CONTROLLER AT THE APPROXIMATE ® ®' p'� , � I 0.33 WWW.DE6IGNWORKSHOP.COM LOCATION SHOWN. COORDINATE ELECTRICAL POWER TO THE CONTROLLERc. © ® 0 U ' 45 I 40WITH THE OWNER'S REPRESENTATIVE. CARE SHOULD BE TAKEN TO INSTALL -THE IRRIGATION CONTROLLER IN A LOCATION THAT IS ACCESSIBLE FOR - _ o �,,, ��elif. D c 4.�S'• MAINTENANCE,AND SCREENED FROM VIEW EITHER BEHIND ENTRY WALLS, ♦ •KNEXT TO BUIIAINGS,OR BEHIND PLANT MATERIAL. FINAL LOCATION TO BE ••• �ss=` `,� c��,, OAPPROVED BY OWNER'S REPRESENTATIVE. =' •�- ' 7D ' c ®3 DIRIGATION SHOWN OUT OF LANDSCAPED AREA FOR CLARITY ONLY. 1•�••• J�/ « _ g�/�`©••• • t. _ OINSTALL IRRIGATION COMPONENTS WITHIN LANDSCAPED AREA. 0.41 4t�� ~O® / `' '/ 1�•� � •',� , Q+. � �� _ c 30 _ 8 00 ® _"La.• �; t1 - 4 THE IRRIGATION CONTRACTOR SHALL INSTALL A LOCKABLE ISOLATION = 0.28 ��� VALVE ASSEMBLY DOWNSTREAM OF THE BACKFLOW PREVENTION 14 7 • I a° , CONTROLLER ,� DEVICE AT THE APPROXIMATE LOCATION SHOWN,PER CITY OF ASPEN ©', 2 � ® i : - REQUIREMENTS. C _ �` 120 VAC POWER REQUIItED 30 _ © I IIF O THIS IS A TEMPORARY IRRIGATION ZONE.IT MAY BE USED FOR 3 YEARS FOR e 0 / ���� ®1111'�1110 �� Vjom6 0 THE ESTABLISHMENT OF NATIVE GRASSES. AFTER 3 YEARS,OWNER SHALL ,�(, ��• f � Z LATERAL PIPING SHALL BE ABANDONED BELOW GRADE. 9.23 '�"ice ��••• g , ® • ID � �m� 1 j ■ ■ 6 THIS ZONE SERVES NATIVE GRASS IN A WILDFIRE BUFFER AREA.THIS VALVE 40 0.21 �•• pq i re ^+2+ \ �1�®� . -i/tie;`, ; ml J SHALL STAY IN PERMANENT OPERATION FOR ONGOING WILDFIRE • o L �'v I C Q 0 z PROTECTION. A21 �� :ii 30- _ 1 '11P'''7 725 14 r - - `34. .' '''` I . 0 u - i'fr 1}�1•l.J_ :: m %..:,IoJjil� _ Z Z IRRIGATION LEGEND ,;3p11/o, /) 0'��L o ,�I a 11 ':li'� C°illno` 1� o S' r 11 ;tj ® .«:::ID _, - 0 CO W 0 SLEEVES:CLASS 200 PVC 7//1I ll�� I ��- Cl) POINT-OF-CONNECTION ASSEMBLY / - , + , +«G + + O u J I ,1' __ i ,I�o ' 4.72 IIIIIII • © - MAINLINE PIPE:CLASS200PVC ''I//% / !« - O 6 •TIT V •-I s��� r�AIL �\•��� OA1 11/9-INCH SIZE UNLESS OTHERWISE INDICATED - �11� v�, h� • emu••=q, 30 LATERAL PINE TO SPRINKLERS:CLASS 200 PVC ��� - � � ...1.?.�• ��� ��� ��••����i CO iteli 1-INCH SIZE UNLESS OTHERWISE INDICATED \WI///f C1 /a1::•++:•+:•++:•+++:::„ * *G V CI t II - - �I °1c ��,. !3I I -� .................... .� {�D i_r L® •�" I CO LATERAL PINE TO DRIP EMITTERS:UV RADIATION RESISTANT POLYETHYLENE //I I��� ( *«i{*«{+4 {++ S - _..._..._ _ � �' 3/9-INCH SIZE UNLESS OTHERWISE INDICATED,ROUTING IS DIAGRAMMATIC I /��//I ll��� I \\ 9 .?�� -- LATERAL PIPE TO TREE EMITTERS:CLASS 200 PVC O 1 08 S�• qqp� I 1-INCH SIZE UNLESS OTHERWISE INDICATED A19 * * alial " -Rf __ S REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLER LATERALS: I DTI © i • *.a.a.o �S �\\' �`i _ RAIN BIRD PER(SIZED PER PLAN) 1 I « , « I L�..i I O A8 \ ®®® IO A26 0.27 Al IMI ` .. 4, ® m / REMOTE CONTROL DRIP VALVE ASSEMBLY:RAIN BIRD XCZ-PRB-100-COM 23.6 30 i � Ilk 11 d\ ® S ® .2 o, 8 08 =O o s ;� o�! o la �I �r 4 • QUICK COUPLING VALVE ASSEMBLY:RAIN BIRD sac 40 VA ° o ;**� °O o,° 30 w. \ _ A - " I FF _ _ ao �02 o -o.. 11 o tp� fat' N ISOLATION GATE VALVE ASSEMBLY:MATCO 519 s C * ', �/,//�_� ��'i� Mmip O 1 Rai��' m BACKFLOW PREVENTION ASSEMBLY:FEBCO 825YA �j. 1Ya' ta,N 7 c F FLOW SENSOR ASSEMBLY:FLOWMEC 5200-10 ULTRASONIC �a A16 ©1®� 1-10 1� 1Y" _ ' p236788r.- aD MASTER VALVE ASSEMBLY:RAIN BIRD 100-PESB Al 6 ® V '\ (�'` 6� V • FLUSH CAP ASSEMBLY \ ME ID• Ira*,, �NVin la�® � '' d�41MERG�P LEI UNCONNECTED PIPE CROSSING ID I - - \o:� 1116, ® DTI , \ ISSUE DATE: 06/02/2022 ® INLINE TREE DRIN RING ASSEMBLY:RAIN BIRD XFS-CV-09-12 \ \ 30 Q27 2.76` \�� \ �`�S 1 \ - REVISIONS DESCRIPTION ❑0 LOCKABLE VALVE PER ASPEN WELS SECTION 5.1.3 ---\-\ �'1SN _ ® A _ - - - _�_ �� I 3' RAIN/FREEZE SENSOR:RAIN BIRD WR-2 Gi `----C G1 .A © IRRIGATION CONTROLLER UNITWTTHIQ NCC CARTRIDGE& -- ®- - - -0-- " - _ e.- WR-2 WIRELESS RAIN/FREEZE SENSOR ,inm,' "�qn n�p�� "/ign,,o`, .•`III P�� \\\ \ I CONTROLLER A:RAIN BIRD ESP-LXMEF - - - - - - - - - - _ S a a POP-UP ROTATING SPRAY SPRINKLER:HUNTER PROS-06-PRS90-CV W/MP1000 NOZZLES / 1 © PRESSURE:90 PSI RADIUS:8 FEET TO 15 FEET i I FLOW(GPM):M-0.92 L-0.63 0-0.89 1 0 0 0 POP-UP ROTATING SPRAY SPRINKLER:HUNTER PROS-06-PRS90-CV W/MP2000 NOZZLES PRESSURE:90 PSI RADIUS:13 FEET TO 21 FEET DRAWN: JB REVIEWED:JB,BI FLOW(GPM):K-0.77 G-1.10 R-1.98 Ora POP-UP ROTATING SPRAY SPRINKLER:HUNTER PROS-06-PRS90-CV W/MP3000 NOZZLES 1 0 0% PRESSURE:90 PSI RADIUS:22 FEET TO 30 FEET FLOW(GPM):B-1.82 Y-2.73 A-3.69 - 0 POP-UP ROTATING SPRAY SPRINKLER:HUNTER PROS-06-PRS90-CV W/MP3500 NOZZLE - CONSTRUCTION PRESSURE:90 PSI RADIUS:31 FEET TO 35 FEET DOCUMENTS FLOW(GPM):9o°-s.a8 OW-a.86 uo"-3.29 ®®€POP-UP ROTATING SPRAY SPRINKLER:HUNTER PROS-06-PRS90-CV W/MPSTRIP NOZZLES PROJECT NUMBER:6183 PRESSURE:90 PSI RADIUS:ADJUSTABLE RECTANGULAR SPRAY FLOW(GPM):SST-9'X29'-0.39 5'X30'-0.97 LCS/RCS-9'X12'-0.17 5'X15'-0.23 INDICATES CONTROLLER AND STATION NUMBER IRRIGATION ®______-INDICATES LATERAL DISCHARGE(GPM) o M. INDICATES VALVE SIZE(INCHES) . PLAN _� INDICATES PRECIN.RATE(INCHES PER HOUR) 3 Hines Inc INDICATES ZONE DESIGN PRESSURE(PSI)��� / 0 16 32 48 64 feet •��1,INLINE DRIPTUBING:NETAFIM TLCV26-12 WITH RAWIII BD XQF DRINLINE HEADER SHEET NUMBERSITE WATER ERING'SERVICES 323 W.DRAKE RD,RD,SUITE 204 1y� //� INLINE DRIP TUBING:NETAFIM TLCV09-12 WITH RAINBIRD XQF DRINLINE HEADER \ 1/16"=1'-0" FORT COLLINS,COLORADO 80526 I I\-L RECEIVED Telephone:970.282.1800 NORTH Web:www•hinesinacom 06/20/2022 I .. I ._. I ._. I -s I I ._. I ._. I ._. I ASPEN BUILDING DEPARTMENT CALVE BOX WITH LOCKING COVER: SECURE CHRISTY ID TAG WITH NYLON DESIGNWORKSHOP CARSONA LID1 WITH "MV" ZIP TIE. LABEL WITH CONTROLLER AND ALUMINUM ENCLOSURE: BRAND WITH STRONGBOX SBBC-30AL STATION NUMBER. -������y �� FINISH GRADE Landscape Architecture • Land Planning OR GUARDSHACK GS-2 FINISH GRADE/TOP OF MULCH l�l�lLId �✓ Urban Design .Tourism Planning �4Asheville.As Austin.Chico Denver.Dubai REDUCED PRESSURE BACKFLOW G�p�p VALVE BOX WITH LOCKING COVER: � VALVE BOX WITH COVER: pen go�� SECURE CHRISTY ID TAG WITH NYLON Haustan.Lake Tahoe.Las An I Shan hBREVENTER PER LEGEND V Sees• g ai p����� ZIP TIE. LABEL WITH CONTROLLER AND CARBON 1419-4B. BRAND "FM" ON 2-INCH MIN CARSON 910-4. JI STATION NUMBER. -��-. �.�LID W/ 3-INCH HIGH LTRS. BRAND LID WITH VALVE "IGV" BRASS UNION (1 OF 2) 120 East Main Street }. �.°� 3/4-INCH MALE ADAPTER WITH PVC ���0�! ���� Aspen,Colorado 81611 Q I / 30-INCH LINEAR LENGTH OF p CAP 4-INCH PVC CL 200 PIPE 970 925-8354 COILED WIRE \\ ( ) 6-INCH FINISH GRADE/TOP OF MULCH (LENGTH AS REQUIRED) •�I LARGER CONCRETE PAD, 6-INCHES I I (970)920-1387 WATER PROOF CONNECTION (1 OF 2) TWO (2) CONDUCTOR TWISTED PAIR 'moo '=o,0000� LARGER THAN ENCLOSURE (EACH SIDE) 4 3-INCH MINIMUM DEPTH OF ��� �'� ,,1y MASTER VALVE, SIZE TO MATCH POC SHIELDED DIRECT BURIAL CABLE FOR oa W W W.D E S I G N W C R K S H C P.0 C M ■emixiM ' I TYPE L COPPER (SIZED TO MATCH , ' \ 1 MODEL PER LEGEND CONNECTION TO TRANSMITTER I 3/4-INCH WASHED GRAVEL �'i ' BACKFLOW) i �'4 WATER PROOF CONNECTION (1 OF 2) L ���• I 3-INCH MINIMUM DEPTH OF 3M SERIES 7000 EPDXY KIT ► BRICK (1 OF 2) �� 3-INCH SLEEVE (1 OF 2) \ N\ 3/4-INCH WASHED GRAVEL fIL � FLOW SENSOR PER LEGEND GATE VALVE WITH CROSS HANDLE, CLASS 200 PVC MAINLINE TO MASTER s�� VALVE 'ill i3O I� PVC MAINLINE TO SYSTEM ��� SIZED TO MATCH MAINLINE. MODEL - �;' ! ; *,�•�-�`o .00'b�1 - MIN.10 PIPE DIA.' MIN.5 PI DIA.- PER LEGEND SCH 40 PVC MALE ADAPTER (SIZED ,"p :ow.--,•oo�coo ao_p H _ TO MATCH BACKFLOW) „ o•.%°�.0.^0 x.o�'"•-.-° ►, STRAIGHT PIPE STRAIGHT P E LU COPPER FEMALE ADAPTER BRICK (1 OF 4) S FLOW PVC MAINLINE PVC SCH 40 MALE ADAPTER (SPEARS ��o 00 oo� oe oo MI NM PVC MAINLINE TYPE K COPPER FROM METER (SIZED SR-2-0801) ���S�00000 SRgpp000cAo�Ou F2 W NON-WOVEN LANDSCAPE FABRIC ^o"x ao�°�"a o •.��B��—BRICK (1 OF 4) Midi TO MATCH BACKFLOW) ��7- PVC SCH. 40 MALE ADAPTER NOTES: (SPEARS 436 SERIES) L 1. INSTALL BACKFLOW DEVICE IN ACCORDANCE WITH ALL STATE AND LOCAL CODE REQUIREMENTS. 3-INCH MINIMUM DEPTH OF 2. SLOPE TOP SURFACE OF PAD AT 0.5 9,WITH BROOM FINISH. 3/4-INCH WASHED GRAVEL NOTES: ._ 0 3 3. MAKE PIPE SLEEVES WITH 1-1/2 INCH LARGER DIAMETER PIPE THAN PENETRATING PIPE SIZE. 1. NOMINAL SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE. 4. ALL HINGED CONNECTION LOCATIONS AND HARDWARE TO BE TAMPER PROOF. NON-WOVEN LANDSCAPE FABRIC 5. ALL WELD JOINTS SHALL BE CONTINUOUS AND GROUND SMOOTH. CO Q OBACKFLOW PREVENTION MASTER VALVE FLOW SENSOR 4 ISOLATION GATE VALVE ASSEMBLY Z _ V UNIT ASSEMBLY fi)ASSEMBLY 41)ASSEMBLY 2.5-INCH MAINLINE AND SMALLER W W O J -�TYPICAL RAIN/FREEZE/WIND SENSOR; PROFILE VIEW PLAN VIEW 0 1, PROPERLY MOUNTED ON POST OR IRRIGATION CONTROLLER. - U GUTTER TO RECEIVE FULL SUN, OPEN p VALVE BOX WITH COVER: TO RAINFALL AND OUT OF SPRINKLER #6AWG SOLID BARE COPPER WIRE —#6AWG SOLID BARE COPPER WIRE CARSON 910-4. COVERAGE. 4" X 96" X)16" 1Z COZ BRAND LID WITH VALVE "QC" WALL MOUNTED CONTROLLER COPPER GROUNDING PLATE 12" MIN J\ W 3-INCH MAX i II (REFER TO LEGEND FOR MODEL) 6414 yyl- yh y**VAy p Ar( ( qM W 444yR(�J i LLJ a 5 FINISH GRADE i it COMMUNICATION WIRE INSTALLED IN ,.• - GROUNDING CLAMP 3L QUICK COUPLING VALVE PER LEGEND CONDUIT; MAX WIRE DISTANCE: 200'. _ C_ON NE_CTION �� 3W . :. pil � � WALL (WIRELESS OPTIONAL; REFER TO LEGEND) 30" MIN - r /jam%/ i WCO Q C i L STAINLESS STEEL HOSE CLAMP (1 OF 2) 120 VOLT POWER SUPPLY WIRES IN _ �I © �ii 1 METAL CONDUIT ` C---------------- -, L V 36-INCH No. 6 EPDXY COATED REBAR I� I� L L i -_ ■— I MINIMUM 10 FT. PVC CONDUIT FOR CONTROL WIRES �� �� CO•1— 3-INCH DEPTH OF 3/4-INCH WASHED i� 3L �I i i $oo I �` / �, TO LANDSCAPED AREA �, N • 4O� ' GRAVEL PVC SWEEP ELL #6 BARE COPPER GROUNDING WIRE IN �, i// 4" X\96" X XI6" 03 . :.. �Ii.�pp...,..1i BRICK (1 OF 2) METAL CONDUIT 2L L_, i�.o =i_ am• �/ 1.5"SIZESCH 80 PVC NIPPLE, TOE I PAVEMENT I I I / COPPER�GROUIJf�PLATE �� (LENGTH VARIES) I, \-__ I / / \� \ PRE-FABRICATED SWING JOINT: SlI� FINISH GRADE \\ \� / / / // \�� \ \\ �Ilk� II-I�k!ll-11-I� / / _ SPEARS 5815-010-10 ) ( - IE�II--E�II- PVC SWEEP ELL \ �N \-- ,/ / / \ \ II I - _�� `8 �. DIRECT BURIAL CONTROL WIRES TO �� #6AWG SOLID COPPER BARE WIRE \\ #6AWG,S6LID BARE COPPER WIRE I I .�# PVC MAINLINE PIPE I CONTROL VALVES N I I .- 5/8"X10' GROUNDING ROD. \ / COPPER GROUNDING WIRE /(� �) ELECTRODE SPHERE OF INFLUENCE _ _ - \ \ / / I TO BRONZE CLAMP. \= =� \ \ / / SCH 40 PVC TEE OR EL WITH FPT \ _ / COPPER CLAD GROUND ROD \ \ L / / e. OUTLET (5/8" X 8') PAIGE ELECTRIC \\ N \ // // q C -1EP/. ' PART NUMBER 182007. _-- / l� / NOTES: NOTES: N -- / p e Raj 1. INSTALL ALL WIRING PER LOCAL ELECTRICAL CODES. 1. INSTALL GROUNDING ROD OR PLATE BASED ON SITE CONDITIONS, DO NOT INSTALL BOTH. N / •�0,4 2. INSTALL GROUND ROD WITHIN IRRIGATED TURF AREA. IF IRRIGATED TURF AREA IS NOT IN 2. DO NOT INSTALL ANY OTHER WIRE OR CABLES INSIDE THE SPHERE OF INFLUENCE. � CLOSE PROXIMITY TO CONTROLLER, INSTALL ONE(1) DRIP EMITTER FROM NEAREST DRIP 3. INSTALL GROUNDING PLATE AT A MINIMUM OF 30-INCHES BELOW GRADE OR BELOW FROST-LINE, WHICHEVER IS DEEPER. / \' : VALVE IN VALVE BOX HOUSING GROUNDING ROD. 4. TYPICAL INSTALLATION SHOWN FOR AN IRRIGATION CONTROLLER CAPACITY OF 64 STATIONS OR LESS, INSTALL AN ADDITIONAL GROUNDING ROD/PLATE PER 64 STATIONS. * 0 `. ' I..23678 ,yo 4110 QUICK COUPLING WALL MOUNT TYPICAL IRRIGATION CONTROLLER GROUNDING c,a�s�Eq VALVE ASSEMBLY 6 CONTROLLER ASSEMBLY ROD OR PLATE INSTALLATION ill du1ERG\P SECURE CHRISTY ID TAG WITH NYLON ISSUE DATE: 06/02/2022 ZIP TIE. LABEL WITH CONTROLLER AND REVISIONS STATION NUMBER. # DATE DESCRIPTION 30-INCH LINEAR LENGTH OF WIRE, MP ROTATOR NOZZLE, PER PLAN VALVE BOX WITH COVER: CARSON COILED 1419-4. WATER PROOF CONNECTION (1 OF 2) BRAND LID WITH VALVE NUMBER ��FINISH GRADE/TOP OF MULCH FINISH GRADE/TOP OF MULCH I °j! (12) VALVE BOX WITH COVER: CARSON III—I —I I H I H I I- . % WATER PROOF CONNECTION OF III—I _III III—III- 1419-4. BRAND LID WITH VALVE NUMBER I, / 30-INCH LINEAR LENGTH OF WIRE, REMOTE CONTROL VALVE, SIZED AS = III- POP-UP SPRAY BODY: u 3 M a COILED SHOWN ON DRAWINGS — WITH CHECK VALVE AND PRESSURE j=�� REMOTE CONTROL I REGULATING FEATURES • I SHOWN ON DRAWINGSVE, SIZED AS ® `�� --ix* o f FINISH GRADE/TOP OF MULCH (SEE NOTE 2 BELOW) L ■■ • ZIP TIE. LABEL WITH CONTROLLER AND ■ SPEARS PVC TRUE UNION BALL VALVE I� \. . SECURE CHRISTY ID TAG WITH NYLON • / a. IiI linilli 11 APPROVED GEOTECH FILTER FABRIC (EXTENDWALL) JB REVIEWED:JB,BI STATION NUMBER. ro moo° 10" UP BOX 19 1/2-INCH MALE NPT x .490 INCH BARB o o�'Oo p„ pro o DRAWN: �A1_ SPEARS PVC TRUE UNION BALL VALVE ELBOW: RAIN BIRD MODEL SBE-050 �� oO °o °^'S"�'�� PVC SCH 80 PIPE (LENGTH AS _ —'. REQUIRED) 00% '���-•�'� 1� PVC SCH 40 EL PVC MAINLINE ) • •��`I■'■1I 1 BRICK (1 OF 4) \ . PVC 0 , '-o ,•oho,-googoco o +!� m� BRICK (1 OF 4) CONSTRUCTION a,=�� •_•=ae,o,,•,,0/r� PVC SCH 80 PIPE b a PVC LATERAL PIPE PVC SCH 40 TEE OR EL I;,_ (LENGTH AS REQUIRED) LOOP 1' OF 2 SPARE WIRES . a PVC MAINLINE 1 COMBINED PRESSURE REGULATOR DOCUMENTS PVC SCH. 40 TEE OR EL AND Y-STRAINER PVC SCH 40 TEE OR EL3.0-INCH MINIMUM DEPTH OF SWING PIPE, 12-INCH LENGTH: 3/4-INCH WASHED GRAVEL PROJECT NUMBER:6183 PVC SCH 40 MALE ADAPTER RAIN BIRD SPX-FLEX100 NOTE: 1. USE BARBED INSERT FITTINGS ON DRIP LATERAL PIPE WITH STAINLESS STEEL HOSE (SPEARS SR-2-0801) CLAMPS. PLACE CLAMPS ON DRIP TUBING DIRECTLY OVER BARBED AREA OF FITTING. 3.0-INCH MINIMUM DEPTH OF PINCH CLAMPS ARE NOT ACCEPTABLE. IRRIGATION 3/4-INCH WASHED GRAVEL REMOTE CONTROL TURF 6-INCH POP UP REMOTE CONTROL DRIP DETAILS 8 VALVE ASSEMBLY 9 MP ROTATOR ASSEMBLY 10 VALVE ASSEMBLY Hines Inc SHEET NUMBER SITE WATER ENGINEERING SERVICES 3231N DRAKE RC SUITE 20a I R-3 RECEIVED FORT COLLINS,LL COLORADO 8052E Telephone:970.282.1800 Web:www.hinesinacom 06/20/2022 1 r. I I I I - I ._. I I ASPEN BUILDING DEPARTMENT DESIGNWORKSHOP 2-4" PLANT TYPE BY EMITTERS GPH PER TOTAL GPH *=an, DRIP LINE TUBING LATERAL: 1/2" Landscape Architecture • Land Planning HYDROZONE PER PLANT EMITTER PER PLANT NETAFIM TECHLINE WITH 0.26 GPH Urban Design "Tourism Planning DIFFUSER BUG CAP: VALVE BOX WITH COVER:CARSON 708-4. EMITTERS 12" O.C. (TYP) MODEL Asheville.Aspen.Austin.Chicago.Denver.Dubai RAIN BIRD MODEL DBC-025 BRAND LID WITH "FC" 12" TLCV26-12 Houston.Lake Tahoe.Los Angeles.Shanghai 1/4-INCH TUBING STAKE: LOW WATER USE TREE 3 SINGLE 1 GPH 3 GPH RAIN BIRD #TS-025 REMOTE CONTROL VALVE REFER 120 East Main Street 1/4-INCH DISTRIBUTION TUBING MED WATER USE TREE 4 SINGLE 1 GPH 4 GPH -J I 'I��� FINISH GRADE/TOP OF MULCH TO DETAIL #10 Aspen,Colorado 81611 LJ LJ (970)925-8354 HIGH WATER USE TREE 3 SINGLE 2 GPH 6 GPH �� RAIN BIRD XQF1012 SUPPLY HEADER MULCH BED all (970)920-1387 FLUSH CAP: 3/4-INCH BARBED OR LOW WATER USE SHRUBS 1 SINGLE 1 GPH 1 GPH COMPRESSION FITTING WITH W W W.D E S I G N W O R K S H O P.0 O M -DRIP EMITTER THREADED CAP /` (REFER TO SPECIFICATIONS) MED WATER USE SHRUBS 2 SINGLE 1 GPH & 0.5 GPH 1.5 GPH // //r // r " r // /• HIGH WATER USE SHRUBS 2 SINGLE 1 GPH 2 GPH 3/4-INCH2 SDRIP ROOP LATERAL PIPE (MIN CONNECTION:QF REFER TO ��? //�����/ /// 3-INCHDEPTHOF3/4-INCH DETAIL #i6LOW WATER USE PERENNIAL 1 SINGLE 1 GPH 1 GPH WASHED GRAVEL// //�/��j �g �i ' AREAPERIMETER,\\.\.\\ \\\\\\\\\\\ \\R FINSH GRADE MED WATER USE PERENNIAL 2 SINGLE 1 GPH & 0.5 GPH 1.5 GPHrill:4 3/4-INCH MALE BARBED ELBOWUMI A\A,\� ��\���\���j���j��//��//��/\ ► lee • IS BRICK (1 OF 2) RAIN BIRD XQF7512 EXHAUST HEADER HIGH WATER USE PERENNIAL 2 SINGLE 1 GPH 2 GPH wog l`l_..... 1T z FLUSH CAP ASSEMBLY PLUMBED TO W DRIP LATERAL PIPE `�IIIII. 3/4-INCH DRIP LATERAL PIPE PVC (TYP) PLANT ROOT BALL NOTEs: CURB OR PLANTING BED EDGE 1. ALL EMISSION POINTS TO BE LOCATED ON THE UPHILL SIDE OF PLANT NOTES: UMI MATERIAL. 1. INSTALL SYSTEM PER MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS © 2. ALL EMITTER QUANTITIES AND FLOW RATES ARE FOR RECOMMENDATION ONLY. NOTE: FOR EQUIPMENT APPLICATION AND INSTALLATION. O THE CONTRACTOR SHALL CONSULT AND CONFIRM WITH LOCAL PRACTICE PRIOR 1. LOOP IRRIGATION DRIP TUBING INSIDE VALVE BOX FOR EXTENSION OUTSIDE OF 2. MAXIMUM FLOW FOR 1-INCH REMOTE CONTROL VALVE ASSEMBLY IS 10 GPM. TO INSTALLATION. BOX DURING BLOWOUT. 3. INSTALL AT A DEPTH OF 4"-6" IN UNIFORM SOIL. U Q • 04 SINGLE OUTLET DRIP EMITTER SCHEDULE DRIP FLUSH CAP 14 SUBSURFACE DRIP Z V EMITTER ASSEMBLY 41) ®ASSEMBLY ASSEMBLY IN SHRUB BEDS W W O J Oin - 2 4"7 0 BARB X BARB DRIPLINE FITTING LANDSCAPE DRIPLINE TUBING: CHRISTY ID TAG - O `/ *=.i� MODEL PER LEGEND FINISHED GRADE DRIP LINE TUBING LATERAL: 1/2" TURF/FINISH GRADE OR SHRUB BED TIE DOWN STAKE ,'"X" ;�'�'�" Z �J NETAFIM TECHLINE WITH 0.9 GPH WITH MULCH �. RAIN BIRD TDS-050 W/BEND EMITTERS 12" O.C. (TYP) MODEL • I�.s IRRIGATION CONTROL WIRES SECURED W CO W S \ I� .-.ri\ TO BOX WITH NYLON ZIP TIE. Z'''' (QTY. AS REQUIRED) .I IRRIGATION VALVE/SENSOR ASSEMBLY W 2 12" TLCV09-12 L 1I a REMOTE CONTROL VALVE REFER s"-6" - L (ABOVE GRAVEL) TO DETAIL #10 �IIlit i'l 7f /� \ TREE TRUNK 3.0-INCH MINIMUM DEPTH OF Q / i'q L 11 3/4-INCH WASHED GRAVEL RAIN BIRD XQF1012 SUPPLY HEADER // \ o1 s° © I SUB-SURFACE DRIPLINE: REFER TO / / 1 TREE ROOTBALL �� °•g CO BRICK (1 OF 4) LEGEND FOR MODEL NUMBER ' \ r Il I APPROVED LANDSCAPE FILTER FABRIC INLINE DRIP EMITTER OUTLET I .. (EXTEND 10' UP BOX WALL) M 9 I \ I /I STANDARD QUICK w �AI::: TIE DOWN STAKE: RAIN BIRD \ 1 • TDS-050 WITH BEND TYPICAL \•�� / �, GATEP VALVE RBOX ISOLATION RAIN BIRD QF HEADER (TYPICAL) �/ CONNECTION: REFER TO BLANK DRIPLINE TUBING \ - DETAIL #16 / .;QF HEADER AREA PERIMETER \\ � STANDARD CARSON 1419 SCH 40 TEE SxSXFIPT MIN 12 `:REMOTE CONTROL VALVE PRE-INSTALLED BARBED FITTING \ MiN 12 .BOX RAIN BIRD XQF7512 EXHAUST HEADER =may 1-INCH CLASS 200 PVC LATERAL - �—TURF OR PLANTING BED 1 e FLUSH CAP ASSEMBLY PLUMBED TO SCH 80 ELBOW a �• •. PVC (T!P) NOTES: °, - � - PAVEMENT OR EDGING RESTRAINT t C.JfFjt :': CURB OR PLANTING BED EDGE 1. PLACE TIE-DOWN STAKES EVERY THREE FEED IN SAND, FOUR FEET IN LOAM, SCH AND FIVE FEET IN CLAY. NOTE: 1. INSTALL ONLY ONE RCV TO VALVE BOX. LOCATE AT LEAST 12-INCHES FROM �� 1, lR�`,!P NOTES: 2. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR / ;" 1. INSTALL SYSTEM PER MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS 1. CONTRACTOR SHALL INSTALL ALL DRIP TUBING IN TURF AND NATIVE AREAS 2-3" AND ALIGNB WITH NEARBY WALLS OR EDGES OF PAVED AREAS. GROUP RCV : ELBOWS, USE TIE-DOWN STAKES ON EACH LEG OF THE CHANGE OF BELOW GRADE. ASSEMBLIES TOGETHER WHERE PRACTICAL. I'1 . FOR EQUIPMENT APPLICATION AND INSTALLATION. DIRECTION. 4. GROUP RCV ASSEMBLIES TOGETHER WHERE PRACTICAL, BUT AVOID GROUPING c \ 2. MAXIMUM FLOW FOR 1-INCH REMOTE CONTROL VALVE ASSEMBLY IS 10 GPM. 3. INSERTION PLOW AND TRENCHED INSTALLATIONS DO NOT REQUIRE TIE-DOWN 2. UTILIZE ANT 25-FEET ANOF LANDSCAPE DRIP ON ALL TREES, CONCENTRIC RING DIAMETER * /rl : ®D 3. INSTALL AT A DEPTH OF 4"-6" IN UNIFORM SOIL. STAKES. DEPENDANT ON LANDSCAPE AREA AVAILABLE. MORE THAN OUTHREE ED VALVE BOXES TOGETHER IN A SERIES. V -,�°. 5. ARRANGE GROUPED VALVE BOXES IN RECTANGULAR PATTERNS. 23678 �,'�' ®SUBSURFACE DRIP QF DRIPLINE HEADER • INLINE DRIP RING SPIRAL TYPICAL VALVE BOX p *'EgP ASSEMBLY IN TURF AREAS 16 ASSEMBLY ASSEMBLY FOR TREES 18 INSTALLATION MM'ERG ISSUE DATE: 06/02/2022 MAINLINE, LATERAL, PIPE AND WIRE PAVED SURFACE REVISIONS & 24-V WIRE LATERAL PIPE SLEEVING CURB AND GUTTER IF APPLICABLE - # DATE DESCRIPTION FINISH GRADE CONCRETE SLAB T 36" � 12"MIN j/ J//` •Tlk ROUGH GRADE 24" l 18" %l%", 1 II�IIEII 2"PVC PIPE SLEEVE MARKER: INSTALL AT a Ilk BOTH ENDS OF EACH SLEEVE LOCATION AND ° I IE I I�I I I EI © �,` 0 A 24" j/ // a h ICI II Ilk EXTEND AT LEAST 3'ABOVE GRADE. SPRAY I EXPOSED ESCENRTIO N DRAWN:OF MARKER WITH GREEN T 4" 24-INCH MIN JB REVIEWED:JB,BI n •311 4"-6"MIN. T EXCAVATED MATERIAL � �O� 00% PIPE WIRING 4 4-6'MIN.OF CONSTRUCTION f. BEDDING&COVER MATERIAL SLEEVE SLEEVE ' S WARNING TAPE DUCT TAPE (IYPICAL) WITH CLOTH DOCUMENTS NOTES: PVC SLEEVING (TYPICAL) 1. SLEEVE ALL PIPE AND WIRE SEPARATELY. PROJECT NUMBER:6183 2. ALL PIPE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS."SNAKE" UNSLEEVED NOTE: PLASTIC PIPE IN TRENCH. PROVIDE A MINIMUM OF 2" CLEARANCE TO SIDE OF TRENCH 1) ALL SLEEVING TO BE CLASS 200 BE PVC, SIZED AS NOTED. AND BETWEEN PIPES. 2) INSTALL SLEEVES IN SIDE-BY-SIDE CONFIGURATION WHERE MULTIPLE SLEEVES 3. ALL 120-V WIRING SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODE ARE TO BE INSTALLED. SPACE SLEEVES 4" TO 6" APART. DO NOT STACK SLEEVES IRRIGATION REQUIREMENTS. TAPE AND BUNDLE 24-V WIRE EVERY 10' AND PROVIDE LOOSE 20" LOOP VERTICALLY. AT ALL CHANGES OF DIRECTION OVER 30 DEGREES. TYPICAL TRENCHING TYPICAL SLEEVING DETAILS 19 DETAIL 20 DETAIL Hines Inc SHEET NUMBER SITE WATER ENGINEERING SERVICES 323 W.DRAKE RD,SUITE 204 FORT GOWNS,CLORAOLORAD080528 I R-4 RECEIVED Telephone 9711282.1800 Web:www.hlnesIna:mm 06/20/2022 .. 1 ._. I ,-. I .. I ... I !_. I ,-. I ,-. I ._. m,.,.,,.,,,.,._��•,..,.,.,,.•,.,.,, . ASPEN BUILDING DEPARTMENT