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HomeMy WebLinkAboutpitkin.boa.13.02RESOLUTION OF THE PITKIN COUNTY, COLORADO BOARD OF ADJUSTMENT GRANTING A HEIGHT VARIANCE FOR A FENCE AT 76 PLACER LANE Resolution No. 02 -2013 WHEREAS, AML Investments IV, owner of 76 Placer Lane, is requesting approval for a 6 inch Height variance where 6 feet is the maximum height allowed for fencing within the required front yard setback; and WHEREAS, this lot contains 3.72 acres and is located in the R -30 zone district; and WHEREAS, the property is more fully described as Lot 1, George Family, LLC Subdivision; and WHEREAS, the Board of Adjustment is vested with the power to grant or deny such variances by virtue of Section 2- 10 -30(d) of the Pitkin County Land Use Code; and, WHEREAS, based on the evidence presented, the Board of Adjustment makes the following findings: 1. Proper notice procedures, including the notification of all adjoining property owners, has been shown by the applicant. 2. The required hardship or practical difficulty has been established. 3. Granting such relief will not cause substantial detriment to the public welfare and will not substantially impair the intent and purpose of the Zoning Resolutions and the zoning maps. NOW, THEREFORE, BE IT RESOLVED by the Board of Adjustment that a 6" Height Variance be granted for the fence represented in the file and shown on Exhibit A due to topographic difficulties. WARNING: Any violation of the terms of this resolution may result in rehearing and possible revocation. The Resolution was adopted by vote of the Board of Adjustment of the County of Pitkin, State of Colorado. DATED: March 5, 2013 ATTEST: Parcel ID# 273707211001 ounot �I Rick ea , Date Co- Chair, Board of Adjustment RECEPTION #: 597654, 0 3/1 31201 3 at 01:19:36 PM, 1 OF 2, R $0.00 Doc Code RESOLUTION Janice K. Vos Caudill, Pitkin County, CO !!x fl €�a is ga n ss, opa ,.gds n€ pig am a ;�,. m 90 ew E mES Seo wil n HER �s � HE gl �I S 6— i m^ UN Him _ ze =msoa` >x m a e 22-- p 'a {'54iWiE'gi 01; 1 � 9i N n_ cif Vi p A �8 �I S 6— u MINUTES Pitkin County Board of Adjustment March 5, 2013 Present: Rick Head, Co -Chair Jamie Brewster- McLeod, Co -Chair Jim Rifkin, Member Seth Hmielowski, Alternate Absent: Bob Throm, Member Patrick McAllister, Member Staff: Joanna S. Schaffner, Zoning Officer and Acting Secretary Head opened the meeting at 5:30pm. MINUTES: Brewster - McLeod moved to approve the minutes from the February 8, 2013 meeting. Head seconded the motion and Brewster - McLeod, Rifkin and Head voted to approve. Hmielowski had not yet arrived at the meeting. 02 -2013 AML Investments IV Lot 1, George Family LLC Subdivision Aka 76 Placer Lane, Aspen Shane Evans and Fred Wilson, (Structural Associates) were present to represent the owner in a request for a 6" height variance for a fence constructed without a permit within the front yard setback. The lot contains 1.718 acres and is located in the R -30 zone district. Rifkin stated that Structural Associates was his builder on two homes. Brewster- McLeod also stated that she works with Structural Associates. Head asked if they believed that they could deliberate without prejudice. They both stated "yes ". The Affidavit of Posting was submitted. There were no members of the public present to comment on this application. Hmielowski arrived at approximately 5:32. Evans and Wilson showed the Board a survey, site plan, photos, and height analysis of the existing fence. The fence as constructed was measured from the curb, not the existing grade. The maximum height above the allowed 6 feet is 6 inches. The neighbor to the East, Mr. West, has requested of the applicant that changes be made to the fence to mitigate its height. Evans and Wilson showed the Board a revised fence based on the comments from West, and presented his approval in writing on the plan. Rifkin asked if there were any other objections. Schaffner said "no'. Brewster- McLeod said that it was helpful that West signed off on the fence and that the applicant made an attempt to lower the fence before appearing before the Board. Rifkin moved to approve the request based on topographic hardships. Brewster- McLeod seconded the motion and all voted in favor. 03 -2013 Mountain Rescue Charitable Trust 31925 Highway 82, Aspen Patrick Rawley (Stan Clauson Associates, Inc), Charles Cunniffe and Brian Hoffner (Charles Cunniffe Architects) were present to represent the owners in a request for a 118 foot Arterial Highway setback variance where 200 feet is required in the PI zone district for the construction of a new rescue facility. The parcel contains I acre. The Affidavit of Posting was submitted The applicant has been cited by the Building Department to Stop Work on demolition without a permit. The County Attorney's Office has offered language in the event the Board wishes to grant approval of this request. Brewster - McLeod read the email from Assistant County Attorney, Chris Seldin into the record: "The Board of Adjustment finds and concludes that the applicant has sufficiently satisfied the standards and other criteria necessary for approval of the requested variance. The Board authorizes issuance of the variance approval, however, only once the Community Development Director or her designee certifies that the applicant has resolved the existing Notice of Violation affecting the property." Rawley presented the Board with a survey, site plans, and photos of the proposed structure situated on the site. He stated that the property is not as deep as the setback requires. He explained that the violation is expected to be resolved within a few days. The hardship is shallowness of the site. The proposed structure is in the same location as the existing structure and will maintain the same setback. Cunniffe added that the porch section of the building has been designed to mimic the existing Mountain Rescue cabin. Also, the highway entrance will be closed off and access will be taken from Aspen Road. Head commented that this site was a good location for the Use. Jeff Ellison commented that he met with the surrounding property owners, and all were supportive. Cavenaugh and Blanca O'Leary were present to support the application. Ms. O'Leary stated that she is "just a citizen" but that she favors the proposal because it is in a good location and it improves public safety. Brewster- McLeod asked how long Mountain Rescue intended to be located on this site. Mr. O'Leary commented that the property is owned by a Trust. Mountain Rescue has a 0 G6A04 100 year lease agreement with the Trust, therefore, they cannot sell the property for 100 years. Brewster- McLeod moved to approve the request conditioned on clearing the violation per Seldin's proposed language, due to downzoning. Hmielowski seconded the motion and all voted in favor. 04 -2013 Baker, Erika 28 Holland Hills Road, Basalt Aka Lot 10, Holland Hills Subdivision Cody Baker was present representing the owner in a request for a 50 foot Arterial Highway Setback variance where 100 feet is required on this 1.13 acre lot in the AR -10 zone district to construct a greenhouse. The Affidavit of Posting was submitted. There were no members of the public present to comment on this application. Baker explained that the lot is adjacent to Highway 82 and that the whole back yard is in the required 100 foot setback. He wishes to construct a 22' x 48' temporary structure, 12' high, with no foundation. He stated that adjacent property owners are supportive, but offered the Board nothing in writing. He finished by saying that the structure won't be seen from Highway 82 because it's proposed behind the highest portion of a berm and fence on the berm (previously approved by the Board), behind 25' tall pine trees. Rifkin asked if the greenhouse would be used commercially. Baker responded, "no ", that he was a recent graduate of horticultural sciences and wished to produce food for his family all year. Brewster- McLeod moved to approve the request due to peculiar practical difficulties. Hmielowski seconded the motion and all voted in favor. There being no further business before the Board, Brewster - McLeod moved to adjourn the meeting. Hmielowski seconded the motion and all voted in favor. Respectfully Submitted, Joanna S. Schaffner r T:\ Date /Zoning Officer 000005 Ap Rick Head Date Co- Chair, Board of Adjustment I - PITION COUNTY BOARD OF ADJUSTMENT Application Form REPRESENTATIVE ecQ " f -s PHONE 97C- 379" I9 34f E -MAIL Irced @3,�c4cFur�l�s5ac. cd� FaX 970 - q'lS- 6`(8� MAILING ADDRESS CO q/Wi PARCEL OWNER AM L T.NJ ex4s -11 PHONE -70a--..S6-7 - 3Q as MAILING ADDRESS `f D(.1 1'ac K $ a\ 1 -%d r-ce sov\ Iy v I '>'9JL ; S,:.' X d+o LEGAL DESCRIPTION k: 'a,l'i /a:nQ(t+hck ;7 *L53;1 79 Inf % P Af Ai., C4..4 -1 SUBJECT PARCEL ADDRESS ealasa8� PARCEL ID # W7 31 - 0-72 a- I I " C)C 1 ZONE DISTRICT /`1 EC LOT SIZE- I = 4 c C Cam. S (To be completed by Zoning staff) Meeting Date: M a- Case# G '-:� ';�G13 Request: foot Front yard setback variance, where _ feet is required. foot Rear yard setback variance, where _ feet is required. foot — Side yard setback variance, where _ feet is required. foot _ Side yard setback variance, where _ feet is required. foot Height variance, where (" is allowed. foot Arterial Highway setback variance, where 200 feet is required. foot Major Road setback variance, where 100 feet is required. foot Collector Street setback variance, where 50 feet is required. Comments: - 9(_ &�(' t4 Application material was referred to: Zoning II'114(;1'u"N \d ehmc lomn.l'um" ti.'ImJieK /ac- """..ffh'.'n'Mc Pitkin County Board of Adjustments 506 East Main Street Aspen, Colorado 81611 RE: 76 Placer Lane Residence Fence Height Board Members, REQUEST Structural Associates is seeking a variance in fence height for 145' of the fence /gates that surrounds the 76 Placer Lane Residence perimeter. BACKGROUND The project was originally permitted in late 2010. In late 2011, the Owner requested a fence be designed and submitted to help screen passing cars and achieve some perimeter security for the residence. A key element in the Owners request was the installation of electric operated gates. After a thorough review with the Fire Marshal it was determined that a sliding gate parallel to Placer Lane provided the best option for perimeter security and access for fire trucks. The sliding gate represents several aesthetic, engineering and functional challenges due to its length of 48', Placer Lane road profile, weight and cantilevered dynamics. The fence and gate cladding consists of horizontal 5'/z" wide boards with 8' post spacings and a full board step at grade /post changes. Both the swing gate and the sliding gate were designed to align with the finished fence height. Despite a notation on the approved plans, the section of fence between the sliding gate and the swing gate was constructed at 6' tall, but the curb height of 6" below the fence was not accommodated in the overall fence height when constructed. SPECIFIC ISSUES Portions of the 5' /z" boards at grade changes exceed the overall height restriction of 6' from finished grade. The grade challenges of existing Placer Lane and approved civil grades as they relate to the fence design consistently stepping at designated locations is the primary hardship for which we are requesting a variance. Additional points of why the granting of relief from the 6' fence height restriction will not cause substantial detriment to public good or substantially impair the intent and purpose of the Pitkin County Comprehensive plan and Land Use Code: • Fence section in question does not block any scenic views, just the front of the 76 Placer Residence • Placer Lane is elevated above the grade where the fence is located; the viewing angle makes the fence appear lower than 6' in height. • The Design of the fence with 5'/2" board steps at 8' post spacing. • Impact to the neighbors to remove and re- fabricate the gates and fencing. u'J 6 1107 We fully understand and take responsibility that we made mistakes in the design and execution of the gate and fence along Placer Lane. While we are seeking to avoid lowering the gates and fence they can be lowered at significant cost to Structural Associates. We appreciate the opportunity to review this issue and look forward to an amicable acceptance of the fence height variance. Respectfully, J Fred Wilson Structural Associates Company 0011101 AML Investment IV, LLC 430 Parkson Road Henderson, NV 89011 January 31, 2013 Pitkin County Community Development 130 South Galena Aspen, CO 81611 RE: 76 Placer Lane Variance Application To Whom It May Concern, I , Andrew Lessman Owner of 76 Placer, Aspen, Colorado Lane approve of the application for a variance to the Board Of Adjustment by Structural Associates Company. Si erely, Andrew M. Lessman Owner AML Investments IV. LLC t)JiiA 01 4 Wyt ADMINISTRATIVE DECISION OF THE COMMUNITY DEVELOPMENT DIRECTOR OF PITIM COUNTY, COLORADO, APPROVING THE AML INVESTMENT IV LLC SCENIC VIEW PROTECTION REVIEW Administrative Decision No%q -2009 RECITALS 1. AML Investment IV LLC ( "Applicant") has applied to the Pitkin County Community Development �j Director ( "Director's for scenic view protection review approval to construct a new single family C residence. *_ I 2. The property is located at 0074 Placer lane; and is described as Lot 1, George Family LLC V Subdivision. dCO 3, The lot contains 1.72 acres and is conforming in size in the R -30 zone district. N 4. The Board of County Commissioners ( "BOCC") approved the George Family Subdivision, pursuant to Resolution Nos. 152 -2005 and 135 -2006. The plat was recorded in Plat Book 82 at Page 24. SResolution No. 135 -2006 requires scenic review prior to building permit application. S. The Applicant provided notice of the application to the adjacent property owners, as required pursuant to Section 2- 20-100 of the Land Use Code ( "Code "). No objections were received. 6. The Director finds that the proposed residence complies with the provisions of Sec. 7- 20- 120(d) of the Code, as it is not located on the most visible portion of the site as seen from Highway 82 and does not project above a ridgeline; the perceived mass has been reduced by articulating the facade and creating multiple levels and recesses; a portion of the residence will be cut into the slope and sheltered below ground; and earth -toned and natural exterior building materials will be used. THE DIRECTOR DOES HEREBY APPROVE the AML investment IV LLC Scenic View Protection Review, subject to the following conditions, which shall run with the land and be binding on all successors in interest: 1. The conditions of BOCC Resolution Nos. 152 -2005 and 135 -2006 shall remain in full force and effect, f 2. )fhe Applicant shall submit a lighting plan specifying the location, type and number of exterior fixtures and demonstrating compliance with the County's lighting regulations, for review and approval by the Community Development Department prior to issuance of a building permit, Exterior lighting shall be prohibited on the south facade, except the minimum required to comply with the building code adjacent to doorways. 3. The exterior of the residence shall be built or painted with indigenous earth tone materials or colors. All roofs shall have a non- reflective color or composition. Tinting or non - reflective coatings shall be applied to all south facing windows to minimize the reflectivity of these surfaces. 4. The Applicant shall adhere to all material representations made in the application and shall consider those representations to be conditions of approval, unless amended by other conditions. The footprint RECEPTION#: 563430,10/0612009 at 11 :30:36 AM, 1 OF 2. R $0.00 Doe Code ADMIN DECISION Janice K. Vos Caudill, Pitkin County, CO UIJ5 110 RECEPTION #: 563495,1010812009 at 01:25:06 PM, i of a, R $0.00 Doc Code ADMIN DECISION Janice K. Vos Caudill, Pitkin County, CO Administrative Decision No. W -2009 Page 2 shall be substantially consistent with the site plan attached as Exhibit B, and the south elevation shall be substantially consistent with the graphic representation attached as Exhibit C. 5. The Applicant shall submit a landscaping plan with the building permit application. 6. Failure to comply with these conditions of approval may result in revocation of this permit or any subsequent permits related to this property or vested rights associated with this property, 7. Statutory vested rights for the approval contained herein are granted pursuant to the Pitkin County Land Use Code and Colorado Statutes, subject to the exceptions set forth in Pitkin County Land Use Code, § 4-140 and C.R.S., § 24-68 -105. The statutory vested rights granted herein shall expire on —, 2012. K)o4tcA-a4 PublicWQart'nq Poblisled 'in Ak.- ASPCn',rmeSw2eK0, on ka 304h day of Augrtsf r ZCOCI . APPROVED by the Director, this .,ct day of 6M% , 2009. Z( to +,t (" Cindy Ho ben, Community Development Director Post -o9 PM#273707211001 Pttblis.ko-d Aer ado�icrn for JFs4ed real piVpMr ri'gPrh r'AAle- Aspon- Tintos Lk-�Peicl y c>n 46L lg{b cto � a-r Uc 1, zooq . 61301- 1 SE s �u r= c 0 'a m J c �6 W. 0 x °E E__ r./ rte"• `' � :�,: J .:� � .•.,�:- ., say. � . ht' �'�1YYZ�aYililt 1: Oel "S Si aLi t iCil. 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M �1 osewaruiwoartffrwroxemc rRO..oEOrvucEReEOnnucrvR..i uarwww RRw'mm r. r�wa wmaunox rornarcrarL z wom Ewa m E wE.mrEO ry owRER I ttwvaxEVau ^' wwaaomwa�; weoLnm I .riwoowexmwu a �.Ew I axn.2Lw.xEx,� WEVJJtlE. �aRmxR wR�R� �,i.�'* MCGER1r FINBX �•`[ CMLBY MFM fili.INN60.N1 (A) FENCE eaaenm. ra f>wLrtnunuou Ar roR.��rR� BIRIICIWMEW9gA tNyIIRT.WN]wV1µCMRIIAIINEm E1P WRNmSRf OF EROV6n1'YKIOKCtlMOMI! VIYfIC./6lIMYIV VLIX�I£MCE mzxxamwuaL wnRewEOEw.0 RRCRwwrcmuuE z ramxow®ewrsumaECS�unwuroeevmmmar LCP.1u® emimuweorffu. LQ PFA9FDRFA umLry pass 13 ®sESisl Luau ®n®n FENCEI WALL � -v txum., C Co REVISED WALL U PER PLANTING BED, REFER SHEET PROPERTY LINE ASPHALTTO BE PATCHED IN PULER LANE RIGHT OF WAY; REFER TO CIVIL PLANS r) REFER TO SPA PLAN ENLARGEMENT; SHEET L -13 STEPPING STONES EOUALLY SPACED :6' APART. LANDSCAPE ARCHITECT TO APPROVE LAYOUT IN FIELD MP) STONE LAYOUT TO BE COORDINATED WITH ARCHITECTS SKY FRAME DETAIL. 30' X 30' SAND SET, STEPPING STONE AT CORNERS LOCATION OF GAR POSTS. DIMENSIONS OF DATE AND LOCATION OF SLIDING GATE OPERATOR TO BE DETERMINED BY GATE MANUFACTURER, SEE SLIDING GATE LAYOUT PLAN SHEET L.10 ENO OF WALLt REFER TO CIVIL DINGS. BUILDING ENVELOPE WALL DETAILS ROOF L'NE ABOVE, REFER TO ARCH, DWGS. STONE PAVING, STONE TYPE TO BE SELECTED BY OWNER TRENCH DRAIN; REFER TO Y NEW RESIDENCE - REFER TO PUNTING BED REFER TO b FINAL LOCATION TO BE PUNTING PUN SHEET Li COORDINATED WITH OWNER Ir APPROVED PAVING PATTERN CONTROL PUNS AND DETAILS. CONCRETE - f SELECTED BY OWNER 1Y1...AJ 1. b...� \ DETAILS, AND SPECIFICATIONS FOR MORE PUNTI NO PREPARATION INFORMATION �t.•'. EXISTING GRAVEL " + "1' •'Y' PARKING AREA $ TO BE INSTALLED THAT ARE NOT SPECIFIED BY NAME ON THIS PUN ARE TO BE 8 PROPOSED BY THE CONTRACTOR AND APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO ORDER AND INSTALLATION. PROVIDE PRODUCT CUT SHE FOR ALL ASPHALT TO BE LANDSCAPE ARCHITECT. PATCHED 6) ALL LAYOUT OF SITE WALLS, PAVING AND LANDSCAPE FEATURES TO BE PERFORMED IN FIELD BY SURVEYOR AND APPROVED BY LANDSCAPE ARCHITECT. S 1) REFER TO CIVIL PUNS MR ALL PROPOSED UTILITIES. PAVING 8) ELEVATIONS FOR ALL RETAINING WALLS AND ASSOCIATED FOOTINGS ARE TO �STONE STONE TYPE AND PATTERN GEOTECHNICAL ENGINEER. NOTIFY OWNERS REPRESENTATIVE OF ANY TO BE SELECTED BY OWNER a� � STEPPIPING REFER TO ARCH. 9) PAVING PATTERN SHOWN ON THIS PUN ILLUSTRATES DESIGN INTENT. FINAL STDNESe PAVING MATERIALS, PATTERN AND LOCATION OF EXPANSION AND CONTROL ® FENCE I WALL REPRESENTATIVE. REFER TO FENCING PLAN; ® NA SHEET L2 S\ 11) ALL PAVING CROSSSECTIONS ARE BY STRUCTURAL AND CIVIL ENGINEERS PROPERTY LINE 12) REFER TO ARCHITECTURAL SITE PLAN FOR LIMITS OF SNOW MELT. & - - - ---- BUILDING ENVELOPE x 0:,115 PROPERTY LINE ASPHALTTO BE PATCHED IN PULER LANE RIGHT OF WAY; REFER TO CIVIL PLANS r) REFER TO SPA PLAN ENLARGEMENT; SHEET L -13 STEPPING STONES EOUALLY SPACED :6' APART. LANDSCAPE ARCHITECT TO APPROVE LAYOUT IN FIELD MP) STONE LAYOUT TO BE COORDINATED WITH ARCHITECTS SKY FRAME DETAIL. 30' X 30' SAND SET, STEPPING STONE AT CORNERS LOCATION OF GAR POSTS. DIMENSIONS OF DATE AND LOCATION OF SLIDING GATE OPERATOR TO BE DETERMINED BY GATE MANUFACTURER, SEE SLIDING GATE LAYOUT PLAN SHEET L.10 ENO OF WALLt REFER TO CIVIL DINGS. BUILDING ENVELOPE WALL DETAILS ROOF L'NE ABOVE, REFER TO ARCH, DWGS. STONE PAVING, STONE TYPE TO BE SELECTED BY OWNER REFER VENEER TO TRENCH DRAIN; REFER TO Y NEW RESIDENCE - REFER TO CIVIL DWGS. ARCHITECTURAL FINAL LOCATION TO BE DWGS COORDINATED WITH OWNER �F "•;3 -.'�f' APPROVED PAVING PATTERN REFER VENEER TO NOTES: PAVING AT I ROOF LINE ABOVE I 2) REFER TO CIVIL ENGINEERING CONSTRUCTION DRAWINGS FOR GRADING AND REFER TO ARCH. DWGS. HORIZONTAL LAYOUT. �F "•;3 -.'�f' STONE PAYING; CONTROL PUNS AND DETAILS. STONE TYPE TO BE A) THE CONTRACTOR SHALL OVER EXCAVATE TO PROVIDE SPECIFIED TOPSOIL SELECTED BY OWNER 1Y1...AJ 1. b...� \ DETAILS, AND SPECIFICATIONS FOR MORE PUNTI NO PREPARATION INFORMATION �t.•'. PLANTING BED, " + "1' •'Y' REFER TO SHEET L3 TRENCH DRAIN: REFER TO CIVIL DWGS LAYOUT PER NEW ASPHALT, 1 0 REFER TO FENCING PUN, SHEET L2 FOR FENCE, WALL DETAIL REFERENCES ''•" NOTES: 1) CIVIL ENGINEER TO VERIFY UTILITY LOCATIONS AND REQUIREMENTS AND I IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED SITE DESIGN. I 2) REFER TO CIVIL ENGINEERING CONSTRUCTION DRAWINGS FOR GRADING AND i' L:9j. .',N ,,;L HORIZONTAL LAYOUT. �F "•;3 -.'�f' 3) REFER TO CIVIL ENGINEERING CONSTRUCTION DRAWINGS FOR EROSION CONTROL PUNS AND DETAILS. A) THE CONTRACTOR SHALL OVER EXCAVATE TO PROVIDE SPECIFIED TOPSOIL DEPTH IN ALL TURF, SOD, AND PERENNIAL BED AREAS. CONTRACTOR SHALL FINE \ GRADE ALL AREAL TO BE PLANTED TO WITHIN 0.1'. SEE PLANTING PLANS, NOTES, \ DETAILS, AND SPECIFICATIONS FOR MORE PUNTI NO PREPARATION INFORMATION INCLUDING PLANTING SOIL DEPTH. 5) ALL PRE - MANUFACTURED PRODUCTS REQUIRED FOR SITE IMPROVEMENTS ARE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. ALL MATERIALS TO BE INSTALLED THAT ARE NOT SPECIFIED BY NAME ON THIS PUN ARE TO BE PROPOSED BY THE CONTRACTOR AND APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO ORDER AND INSTALLATION. PROVIDE PRODUCT CUT SHE FOR ALL CONTRACTOR PROPOSED MATERIALSI PROVIDE SAMPLES IF REDUESTED BY L LANDSCAPE ARCHITECT. 6) ALL LAYOUT OF SITE WALLS, PAVING AND LANDSCAPE FEATURES TO BE PERFORMED IN FIELD BY SURVEYOR AND APPROVED BY LANDSCAPE ARCHITECT. 1) REFER TO CIVIL PUNS MR ALL PROPOSED UTILITIES. 8) ELEVATIONS FOR ALL RETAINING WALLS AND ASSOCIATED FOOTINGS ARE TO )OD GATE 2 BE COORDINATED WITH SHORING CONTRACTOR AND STRUCTURAL GEOTECHNICAL ENGINEER. NOTIFY OWNERS REPRESENTATIVE OF ANY DISCREPANCIES. WINDOW WELLS; REFER TO ARCH. 9) PAVING PATTERN SHOWN ON THIS PUN ILLUSTRATES DESIGN INTENT. FINAL DWGS. PAVING MATERIALS, PATTERN AND LOCATION OF EXPANSION AND CONTROL \�Y JOINTS TO BE COORDINATED WITH CIVIL ENGINEER, ARCHITECT AND OWNERS REPRESENTATIVE. \` 30) SEE IRRIGATION PUNRE SYSTEM IpRI0AT10N SYSTEM SLEEVING REQUIREMENTS. S\ 11) ALL PAVING CROSSSECTIONS ARE BY STRUCTURAL AND CIVIL ENGINEERS . k i 12) REFER TO ARCHITECTURAL SITE PLAN FOR LIMITS OF SNOW MELT. REFER TO FENCING PUN, SHEET L2 FOR FENCE, WALL DETAIL REFERENCES ''•" / REVISED PER CHILLER REQUIREMENTS I I CHILLER PAD, REFER TO i' L:9j. .',N ,,;L f CIVIL DWGS �F "•;3 -.'�f' SWING DATE OPERATOR PER GATE MANUFACTURER. OPERATOR TO BE WALL MOUNTED. LOCATION TO BE \ COORDINATED WITH OTHER f UTILITY BOXES \ RETAINING WALLS; REFER TO CIVIL DWGS. HOLES, REFERTOCIVII DWGS. GRAVEL PARKING AREA o to zo NaM ftale:P =tVY posy ARGINFECTURE+ PLANNING 3 mmin NNGSCAPEA,RCHIRCWIM IND FUnnuw UIMAN DFSNNI it l Me1,]F CO. .Ie IM CgOCnpeb CO. IdL 910.963.6ti0 I1,0510 EWSI IXA mItEYS N.' n m RfV16E00flPWINp 9Ei 10.10.11 SPA - bL) 76 PLACER LANE idHO,Ln Ntlw G.m, CebMe IIIOf01n 1911N mum SITE MATERIALS PLAN Y t Y 0 OMTF SOARDS ON OUTSIDE OF FENCE LINE OMIT STONE VENEER ON OUTSIDE OF WALL OMIT BOARDS ON OUTSIDE OF PENCE x46.2 T.W WALL STEP! A &3 T.W. 346.3 FIRE TABLE VENEER AND BOARDS ON OUTSIDE OF PENCE STONEVENEER DONTINUESAROUND FIRE T.W ' Qj REVISED TOP OF WALL/ FIRE TABLE ELEVATIONS 000016 AR S CT LEGEND, RE +P"ING JyyyyHYy FENCE I e FENCE 2 e ' 4F1IloI� FENCES ee j NHHHNHXNNM FENCE 5 ,'... nunXmmnwWlm WALL 1 L b.w.� I o jr Q\ Qh N ®D l U I U 11 - - - - -- BUILDING ENVELOPE urbsuex�x n[crvxe I i I o 311 Ma $.tL Im 1¢2eMObco.atm I lnla. l I q.. 1105.10 mm um 00emo OMIT STONE VENEER ON / WALLI . OMIT BOARDS ON OUTSIDE OF FENCE C2 j NM,WW m gEVIBFb Oq/.WINObbi 10.1011 -67 ) �I I CD In ob j' NfbsW FxWCSNy.GV.! NEW RESIDENCE / REVISED FENCE/ WALL LAYOUT. / OUTSIDE OF RETAINING i WALL, OMIT BOARDS ON OUTSIDE OF FENCE / PROPERTY LINE Wq,�,$TEP9Tl8' Qi P VISED FENCFJr'/ALL i WALL WIDTH ALOf}G PLACER Qi LANE REDUCED TQ IO'6EE o O� F.N pan4 AS xWpbp NMI 366.8 T.W., X4N PNM n SXIwN IT In XWIFX SNEER L -6 DETA1443 FOR (]j 45 T.W. RmnM 'W' W. a T.w. SITE FENCING j' REVISED FENCE S &CTION DIi I.W. FWM 8'•1' .Mme -3. -2 I I pp 6•-T � 0 10 M 7 XMM1 bxbl••1by' x51.5 T.W. O c 00000011 I ,I WALL8TEP8 `. � 351 T .W. ��` O nE wt T x51 T.W`- O NMPbINm'.' \N • \, x WALL STEPS O 54bW B M how x\ x505TW o 00000a 000 '\ 350.5T.W. - - - - - -- - •' \�` WALL STEPS x50 T.W. \`` - _ REFER TO ', -.\ 350 A. SHEET L-15 .\ WA STEPS FOR WATER I 349 T.W. FEATURESPOT xdE S7W-^^t PROPOSED CONIgU ROVIDED TO \ I x69.5 T.Wn ELEVATIONS SHOW DESIGX INTENT: FWALL NO \ -•\ WALL STEPS _ - - --WALL 37EP36' -� ELEVATIONSSTEPTOMATCH ••\ x49 T.W. ._ 34].3 TW —� $ GRADE ON PLACER LANE. REFER CIVIL DINGS. FOR FINAL GRADING ` ... INFORMATION bedb,lb NgWMb •• WALL STEPS 351 T.W. NOTES; Fx S i)T.O.W. REFERS TO T0P OF FINISH SURFACE OF WALL FWnm NM9M Q -4 \ eacMnb MAtlWN e 449T \• R AUTO COVRT `�� rXqupl4A Wx/trlp 2) ELEVATIONS SHOWN ON PLAN ARE APPROXIMATE. FINAL WALL Four 5'•T W _ I.I. PS \• B ELEVATIONS TO BE COORDINATED WTH A6 -BUILT ELEVATIONS, T.W. \. . S 3) CONTRACTOR TO VERIFY TOP OF WALL ELEVATIONS WITH CML Oou NxI9M ®6'Ot,T I , !y�� "�E"q REVISWP OFCFJPLANLEV LAYOUT. Qi ELEVATIONS TO GRADING PLAIN CONTRACTOR M NOTIFY CML AND LANDSCAPE '� Gry,. BECOOOPNATED UPDATED BECOGRADING S ARCHITECT IF THERE ARE ANY DISCREPANCIES, AN CIVIL GRADING PLAN 5 4) CONSTRUCTION REQUIREMENTS FOR EXCAVATION ADJACENT TO CAMS NN9IR 0 W.w PROTECTED RESOURCES, PER CITY OF ASPEN PARKS DEPARTMENT. 5) ALL EXCAVATIONS WITH IN THE DRIP ZONE WILL BE REQUIRED TO FennM B'-6- BE VERTICAL EXCAVATION ONLY WITH NO OVER OIOOING, EXCAVATIONS WILL BE SOL STABILIZED IN A MANNER THAT TOP of FENCE PREVENTS OVER EXCAVATION OF THE SITE. STEPS 6' S) ALL ROOTS SHALL BE CUT PRIOR TO FULL EXCAVATION USING A TOP OF F CLEAN. SHARP PRUNING SAW. ALL ROOTS WILL BE CUT FLUSH WTH STEPS 6' STEPS THE EXPOSED SOIL LINE, XX�a°��•a 7) SIX INCHES OF MULCH ME REQUIRED TO BE PLACED WTH IN THE Fm ox NN9N ®B -S' ZONE OF VEGETATION PROTECTION. 7HE MULCH SHALL BE FwNa MIpMO B'I• \ 3f MAINTAINED AT A LEVEL OF 6 INCHES DURING THE ENTIRE PROJECT. 000016 AR S CT LEGEND, RE +P"ING JyyyyHYy FENCE I e FENCE 2 e ' 4F1IloI� FENCES ee FENCE 4 ee NHHHNHXNNM FENCE 5 ,'... nunXmmnwWlm WALL 1 L b.w.� - - - - - -- PROPERTY LINE jr Q\ Qh N ®D l U I U 11 - - - - -- BUILDING ENVELOPE urbsuex�x n[crvxe INDV NNJNG UMN OBON 311 Ma $.tL Im 1¢2eMObco.atm I lnla. l q.. 1105.10 mm um 00emo OMIT STONE VENEER ON / WALLI . OMIT BOARDS ON OUTSIDE OF FENCE j NM,WW m gEVIBFb Oq/.WINObbi 10.1011 -67 ) �I 76 PLACER LANE j' NfbsW FxWCSNy.GV.! / OMIT STONE VENEER ON j / OUTSIDE OF RETAINING i WALL, OMIT BOARDS ON OUTSIDE OF FENCE / PROPERTY LINE Qi P VISED FENCFJr'/ALL YOUT . F.N pan4 AS xWpbp NMI X4N PNM n SXIwN IT In XWIFX Rmrnxa %N[0 X43 T.W. 45 T.W. RmnM 'W' W. a T.w. SITE FENCING j' PLAN L I.W. FWM 8'•1' .Mme -3. -2 j• r 6•-T � 0 10 M 7 XMM1 bxbl••1by' J G30il17 \ i.�IlyO.l�t Jyw�LLWllf (� J L NI M.Y NY raw � gIM1�ISY JN6Y �IA wbAKnN �AWAW �.�j N� � j� e �� •W'. is �4.. �w ��� /� /w Jiw• �,( ��� i 1 .I` P � 1f �oK�aJ�oer J woY nmmWom -erg Div eaWb°w'wmmN www.e m : w n m MwwMS nv °IMUJ :AMR I�OY prrvwu pwN w penPU qrr w MYL - m+aID (wwq ' ewrA1L .Y °eAm,Rev rlmrA+ YNIeJ ro srcwY NAM aJwnni paeO PYMU ,JpF T. CM ]n vlC slatll w,W,t FGx sGeE, mox euuawY aJ�T m eImJIWe p 1 61n1Y EEYEA 9KIM ` �n /�� I 1 MBINI .Y wvAPJ iROV rAFM]I , •nN eaP Snow erou JwAM wmWU mwM Cw�wo yy M�1M AOIUf Aa YM M w1M6 K°K 8 wJMam6W MMmw er ANw,en. .. • AWptm mu°e / 1 HOP Mn wMWl iflMaONAw. YT EIEVArlw9 lI Pwa irIP.I 11 \ 1L1�\ \ ;. InMR fnROA, Y/ "TZ 8 \ \I MNIWI NIpwIAGJ"� � \ — My N-wyra m Meru arN¢r ro mr. Mmlm+ e1v M- e°P,.W' pIM ++FVK WBrALL %Y MfIMAe'r wM —` �W4IALL Sa. W1lRM IIM6fY W.2 w MRl BA94 WN le•/ NET NONIIX t IC•/ a aMmncrmx s+AU. mMxtmr AE.roLP wL TASItl10 IBIQ.I04L+,BVY_— WI01T IYI6 An/ID1 pIWN wwuwx arvL 1 pw,•M�Ai,�l[.�,. +Mild aw a'�a�mmsA�`wr�maY �MwnrweaR �A•va0°a�ulm� Pp.�.ymAnA�OwJ°reu°v lip e°r�rJe s MP WAU M pmwm Ar 1 e mart. A AmnaM aaP a N p+ILL r A4 uW pl AY. Au eaAM' camera w AWn am vmur+ a aAwmyJa Wm0.+TW . N6IX m TALF PU[E P' A Sa ®LLE Pml PFANMJ9 916.+ w101 �y��a1W 9Wl ZPfl°LM`D FM Fa4r 1n SYL BIRm SMW MAw IFW 9+ALL aE A°$N -m 6\ SLP ID PM. .YD TN° 9WL KWSi.Wm Ai AYMJY RYa4 Aµ ME RWIISm BEW1Ee TW1I. rw Y .ILL !pr BflN1IAb aAlw NM° Mw� FW.W+MM IOwm 1IF ppw.9 CLWMW N1r ro MF 6a!°mn N°r P1 wMWNG a caMST cam tAV.[Cr 6anaMCAI wA=r MW.GN Rl IXEANTpI. RL AM1D C'aFACIRN xCNYLFnAMT3 I 1RYM CCVw MNILS r'eLVM.LIIQ`J wVL a1.Y1 fif M.M. WPF IXE IWWWrIM' Pm'n+WEO W MS CR.VI6.OE MAN WY WRA FlAW IFITYIATaI ttwiAlM➢ W MGRCr � �n��M Lwiauv SCALE IXLGD Y /MPD® 41.10[ LEyRpMn1L mPoYI. Tn uPP MrIVm6 • y pqW+ eIEU.E9 CR"Alt9 M LW°N+VINO 514VTdMtWO wnwxre nr M c°xsmucpn Aeme eLMYLxe e. Au sFMN / mrYVL uwxwla m vee Mer r amoLa m wAn a.+e mx x°T anwmrc awEx r°aunnw p•aau wrJa A6 A I/rvuuLL Au NAwna ewYL9 yIMLw�rB�FSMEAlEU 10' Fxal NL wAJW< \ (a Rr) paLf °NA SYMK'mlfE BACeNL ttWTAC! aW fl16NF➢G � � + I Ippp - 1° n � � "TZ 8 wMm•nW mmN rmPCnmJ rror¢ rMwlnW mw mYE M.ienllleeaOwen er vunaue mra �,wttAl® \ My N-wyra m Meru arN¢r ro mr. Mmlm+ e1v M- e°P,.W' pIM ++FVK WBrALL %Y MfIMAe'r wM —` �W4IALL Sa. W1lRM IIM6fY W.2 w MRl BA94 WN le•/ NET NONIIX t IC•/ a aMmncrmx s+AU. mMxtmr AE.roLP wL TASItl10 IBIQ.I04L+,BVY_— A°,wm 9AW LLGTIM As wrin awx[wW. a eJev e°wM: rwJ➢ An/ID1 pIWN wwuwx arvL s- � m � em�ua � u�ipc °F�MOEwr�w �pav • Iwerm NWSI1NCNxC 91NL eE M9PFLIm BY A mRH fAYPANY Fd� Mn'4 ralM m NEIY N,nn6mVCMR eEV+O MOL M L \�umv \ EWAL Opl[ WME N Sfallm A MyT mwmrrYlE F °m C1e W {Y calm W Wtn pr YY N Wm0.+TW . N6IX m TALF PU[E P' A Sa ®LLE \ P rw Au w°wsen WNA,wr anw WxnaJS nn wArolmw VAIttT 91IL. 6E CW51NUmE° W 1ER TbR. sWp°riliL pwnw°tl'mpw LEGEND \ YpY \ �r awurrmu ara � � + IMU3 EAST � � IOp.E flR. wwnllxM pwr -iBIP — PMPOSEDCC Nt p c aaose°c➢rrtouR d aP � \ Wsrua s'/ sraY YAYU� G 0. F aMm° man¢ n.N.nw — E%I6iMG E ➢GE OF nEPNNLi r Wv °vr -wn.e' PFOPoSEU SIiE WPL: O + 9emV FnAwr N+M.tw wMm + WMC WV nn N. +: 9FF MMt NRML CN NYMM,AI�®OIprAI[D lOr6 fMM'MAPr® M P80=06PoTELEVA �ullillYarpWlMwr.MMmY mm O - Nlm9W WrmN w�rAn wPw WwaccmAn z y o \ .NwL uwY n nuloL InaJ Fsj o e� •Jra vwN/c �QV.m I+ 1-- �� -'�_�] EA6iING 5idiM SEWER ,ww..wNe enamAm' C O \ •Neas a011AL O \ 4 preapr ranw:x oxAm S 0 I6rALL rl' CfFr a +?P,MIL RW i\ \V mRiMTCN m MiIH'MYSTNHWIW MYIM' °WA iIA' a P �� \ \, MIxM M10 JL6.'O AL1.01 YM .HN -N+eS P0.UP09EG IflflIOPTION PIPE � y�r CI OFLI MV w.eoa./e awMS) +' frn° aT uAarvm nap MYVnw. wMm•nW mmN rmPCnmJ rror¢ rMwlnW mw mYE M.ienllleeaOwen er vunaue mra �r�arp+MPmxAw x-la vwE wN WrW mwnar, P.a eox mYT ATEx, a erera Cmlrncn mwlR PL9q PM�lMr. Pxaw MJWea Pm -m�mu. ). LwwMIW m Mnf A4WCPw.+2 fl1P9Or MVIPm. L[6w 011lew Awr eq'eAWL°W nenYrx¢M(YWMP a aMmncrmx s+AU. mMxtmr AE.roLP wL TASItl10 arzW RODNTw wax ro JWtwr M4MpT mw IuxNY NwAnW wx avx6 REPL.IrRO Yr mm Pmwcr An/ID1 pIWN wwuwx arvL 1 NL WxWESAMPFJwJwr+rS m mial LWPnNY A mNOM°rp, w MMLL.W.MO R6Aw IY °I flBmY IMLCRR IOpIL.O'.0" Al1.MM OOKrAI NWSI1NCNxC 91NL eE M9PFLIm BY A mRH fAYPANY Fd� Mn'4 ralM m NEIY N,nn6mVCMR eEV+O MOL M w5p°.SPW PldaR I[0.16MII IY RA1M° MOY N6 G.W+Mn) EWAL Opl[ WME N Sfallm A MyT mwmrrYlE F °m C1e W {Y calm W Wtn pr YY N Wm0.+TW . N6IX m TALF PU[E P' A Sa ®LLE WVfiw /,pppgap er 1XC W TN L NY. fA° nu WaArlw wTw YYUmw�umi Au w°wsen WNA,wr anw WxnaJS nn wArolmw VAIttT 91IL. 6E CW51NUmE° W 1ER TbR. o,mrYxl°Ew.a I'n,0m. _(q p 5-5S G$�R 5 .ice ®'IFpC �Mn=•R mriw ��.P nMI 0 9z \\ y LEGEND \ YpY -iBIP — PMPOSEDCC Nt p c aaose°c➢rrtouR d aP � .. � .. — O6E0 UPAINAGE COUM1 G 0. — E%I6iMG E ➢GE OF nEPNNLi r PFOPoSEU SIiE WPL: j,fi'v �' P, PROPo9EO FRENCfI pPNN P80=06PoTELEVA ® PRUPUtiEU I:FiLH fleIN �QV.m I+ 1-- �� -'�_�] EA6iING 5idiM SEWER ° PPOPOSE➢InMOPTION p11CN MIMNOLE JL6.'O AL1.01 P0.UP09EG IflflIOPTION PIPE y�r CI OFLI S 3 8 s gg f9 �i wt GATE HINGE ANDALL GATE HARDWARE DIMENSIONS AND SPECIFICATIONS PER GATE MANUFACTURER STEEL COLUMN PER GATE MANUFACTURER. COLUMN TO BE CLAD IN WOOD TO MATCH R FENCE AND OATS WOOD CLADDING TO EXTEND TO PAVEMENT. CONTRACTOR MAY SE REOUIREDTO M (ADDITIONAL SOTTOM BOARD. TYP. FOUNDATION PER STRUCTURAL ENGINEER US REDWOOD ELATE. SPACED W TO MATCH PERIMETER FENCE METAL FRAME WITH WOOD VENEER PER DATE INSTALLATION REQUIREMENTS. STRUCTURAL ENGINEER TO REVIEW SHOP DRAWINGS PRIOR TO CONSTRUCTION. WELD GATE HINGES TO STEEL FRAME PER DATE INSTALLER REVISED PER ENTRY GATE DESIGN SECTIOW ELEVATION ' NCI THIS DETAIL HAS BEEN PROVIDED TO SHOW DESIGN INTENT. STRUCTURAL ENGINEER TO PROVIDE SHOP DRAWINGS FOR OWNER'S AND LANDSCAPE ARCHITECTS APPROVAL WITH ADEQUATE REVIEW TIME PRIOR TO CONSTRUCTION. GATE DIMENSIONS PER GATE MANUFACTURER. 2. WOOD FINISH TO BE SELECTED BY OWNER. 6GLLE -1+ 2XS REDWOOD FIATS A GATEHINGE DATE 2' SQUARE TUBE STEEL PER GATE SWINGE IN DIMENSIONS PER GATE MANUFACTURER 12" X 12' STONE VENEER MANUFACTURER 11O COLUMN TO VENEER COLUMN TO BE AT HOUSE COLUMN MANUFACTURER TO BE FIELD LOCATED LOC CLAD IN WOOD TO MATCH H GATE AND FENCE CONCRETE FENCE CURB, SEE �T^ GATE HINGE AND ALL GATE CML OWS;B GATE POST DIMENSIONS PER LUTE MANUFACTURER. HARDWARE PER GATE POST TO SE CLAD IN WOOD TO MATCH FENCE AND 2ASWOODBGARDS(NOM) MANUFACTURER PLAN DIAGRAM GATE SPACED 1Q`. GATE FINISH TO BE DETERMINEDBYCLIENT f 42" HEIGHT STORM TRAVERTINE STONE VENEER 1I COLUMN TO MATCH STONE VENEER WAILS. / LOCATION OF COLUMN AT ENTRY DRIVE TO BE DETERMINED IN FIELD BY OWNER AND LANDCAPE 4'X4" TILE LIGHTS ARCHITECT PRIOR TO CONSTRUCTION, BY'LIGHTMLD"' S'XS" KEY PAD BY TROX PRO" SEE UGHTINO MODEL TO SE CODRONU TIiD V l PLAN FOR GATE INSTALLER. DETAILS. AND B' IreNN ninx PRODUCT 6no.e n�a 0reee SPECIFICATIONS HEIGHT OF KEY PAD TO BE "H DETERMINED IN FIELD. KINNSNIS. CONCRETE HEIGHT OF COLUMN TO BE GRADE CURB, BEE ADJUSTED IF NECESSARY TO CIVIL DWOB ACCOMMODATE 1(EV PAD HEIGHT. 41B LEAR o CLADDING EXTENDS TO WOOD CLADOING B / • �:� �LA �',� : EVENT, CONTRACTOR MAYBE ET, CONTRACTOR A BE ENT, ,13x� REQUIRED TO RIP AODITN)NA ADOMOMAV REQUIREDTURIP ADOITIONA REQUIRED REVISED PER ENTRY GATE BOTTOM BOARD. TYP. BOTTOM BOARD, TYP. DESIGN THIS DETAIL HAS BEEN PROVIDED TO SHOW DESIGN INTENT. STRUCTUMLENGINEER TO PROVIDE FINISHORADE 1. SHOP DRAWINGS FOR OWNER'S AND LANDSCAPE ARCHITECTS APPROVAL WITH ADEQUATE REVIEW TIME PRIOR TO CONSTRUCTION. DRIVEWAY ELEVATION NOTES: 1.THIS DETAIL HAS BEEN PROVIDED TO SHOW DESIGN INTENT. ALL STRUCTURAL 2, DATE DIMENSIONS PER GATE MANUFACTURER. 3. GRADING INFORMATION TO BE COORDINATED WITH CIVIL 1Q REVISED PER ENTRY GATE INFORMATION PRONGED BY OTHERS. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR DESIGN APPROVAL PRIOR TO CONSTRUCTION. 2 ENTRY GATE ELEVATION -SWING GATE STONE VENEER GATE CALL BOX COLUMN SCALE -1Gh 1'-C SCALE -12h 1'-0" �I GATE HINGE ANDALL GATE HARDWARE DIMENSIONS AND SPECIFICATIONS PER GATE MANUFACTURER STEEL COLUMN PER GATE MANUFACTURER. COLUMN TO BE CLAD IN WOOD TO MATCH R FENCE AND OATS WOOD CLADDING TO EXTEND TO PAVEMENT. CONTRACTOR MAY SE REOUIREDTO M (ADDITIONAL SOTTOM BOARD. TYP. FOUNDATION PER STRUCTURAL ENGINEER US REDWOOD ELATE. SPACED W TO MATCH PERIMETER FENCE METAL FRAME WITH WOOD VENEER PER DATE INSTALLATION REQUIREMENTS. STRUCTURAL ENGINEER TO REVIEW SHOP DRAWINGS PRIOR TO CONSTRUCTION. WELD GATE HINGES TO STEEL FRAME PER DATE INSTALLER REVISED PER ENTRY GATE DESIGN SECTIOW ELEVATION ' NCI THIS DETAIL HAS BEEN PROVIDED TO SHOW DESIGN INTENT. STRUCTURAL ENGINEER TO PROVIDE SHOP DRAWINGS FOR OWNER'S AND LANDSCAPE ARCHITECTS APPROVAL WITH ADEQUATE REVIEW TIME PRIOR TO CONSTRUCTION. GATE DIMENSIONS PER GATE MANUFACTURER. 2. WOOD FINISH TO BE SELECTED BY OWNER. 6GLLE -1+ am atDETAIL HAS BEEN PROVIDED TO SHOW DESIGN INTENT. STRUCTURAL ENGINEER TO PROVIDE SHOP DRAWINGS FOR OWNER'S AND LANDSCAPE ARCHITECTS APPROVAL WITH ADEQUATE REVIEW TIME PRIOR TO CONSTRUCTION. GATE DIMENSIONS PER GATE MANUFACTURER, 2. WOOD FINISH TO BE SELECTED BY OWNER. REVISED PER ENTRY GATE DESIGN SCALE-1h I'-0' posy ARCHITECTURE +PLANNING '7 �OE316N LAND MARCWICCNMF NWD NANNNG UMN OM*N 311 WNSM1.euIM1 103 Ca0V .CG. 1169 19N.INAYA I.- N.MM LGBMULiIN1ltlCLMOR3 m RLYR[DOMWMOS[i 10.30.11 6SFA -TG) 76 PLACER LANE 161Fm4u NUAi6ueR. CNo-tle R6CIRi , All GATE DETAILS ,L 2XS REDWOOD FIATS LUTE GATEHINGE DATE 2' SQUARE TUBE STEEL PER GATE SWINGE IN DIMENSIONS PER GATE MANUFACTURER SWINGS IN MANUFACTURER 11O STEEL COLUMN PER GATE MANUFACTURER TO BE CLAD IN WOOD TO MATCH GATE AND FENCE am atDETAIL HAS BEEN PROVIDED TO SHOW DESIGN INTENT. STRUCTURAL ENGINEER TO PROVIDE SHOP DRAWINGS FOR OWNER'S AND LANDSCAPE ARCHITECTS APPROVAL WITH ADEQUATE REVIEW TIME PRIOR TO CONSTRUCTION. GATE DIMENSIONS PER GATE MANUFACTURER, 2. WOOD FINISH TO BE SELECTED BY OWNER. REVISED PER ENTRY GATE DESIGN SCALE-1h I'-0' posy ARCHITECTURE +PLANNING '7 �OE316N LAND MARCWICCNMF NWD NANNNG UMN OM*N 311 WNSM1.euIM1 103 Ca0V .CG. 1169 19N.INAYA I.- N.MM LGBMULiIN1ltlCLMOR3 m RLYR[DOMWMOS[i 10.30.11 6SFA -TG) 76 PLACER LANE 161Fm4u NUAi6ueR. CNo-tle R6CIRi , All GATE DETAILS ,L i 9 pR ffi 'd s5 §A Ls GJ0111.9 m n NOTE: t. THI6 DETAIL HAS BEEN PROVIDED TO SHOW DESIGN INTENT. STRUCTURAL ENGINEER TO PROVIDE SHOP DRAWINGS FOR OWNER'S AND LANDSCAPE ARCHITECTS APPROVAL WITH ADEQUATE REVIEW TIME PRIOR TO CONSTRUCTION. 2.GATE DIMENSIONS PER GATE MANUFACTURER. 3.GATE MANUFACTURER TO PROVIDE SHOP DRAWINGS FOR APPROVAL PRIOR TO CONSTRUCTION, I—'\ PNTPV (-ATP PI P \ /ATIr1N _ RI IFIINC4 GATE 4 "X4" GATE POST PER GATEMANUFACTURER SLIDING GATE EXTENDS 1S' PAST DATE OPENING PER GATE MANUFACTURER SLIDING GATE EXTENDS 132' PLAN PLACERLANE AUTO COURT OUTSIDE OF GATE POST CIAO IN REDWOOD BOARDS TO MATCH PERIMETER FENCE 4"X4" GATE POST PER GATE MANUFACTURER PERIMETER FENCE ON CONCRETE CURB us V9GOD BOARDS (NOM.) SPACED 1R'. GATE FINISH TO BE DETERMINED By CLIENT CONCRETE CURB, SEE CIVIL OWS. PLANTING BED, REFER TO SHEET -3 APPROXIMATE MANHOLE LOCATION, SEE CIVIL DVJGS. / GRAVEL BELOW GATE. ` C MAINTAIN AttEA CLEAR FOR v' SLIDINGGATE IN OPEN �., POSITION 24" X 24" GATE OPERATOR \ FAO. GATE MANUFACTURER TO PROVIDE CUT SHEETS AND SPECS. . NOTE HIS DETAIL HAS BEEN PROVIDED TO SHOW DESIGN INTENT ,STRUCTURAL ENGINEER SHOP DRAWINGS FOR OWNERS AND LANDSCAPE ARCHITECTS APPROVAL WITH ADEQUATE REVIEW TIME PRIOR TO CONSTRUCTION, WITH H ADEQUATE I. GATE DIMENSIONS PER GATE MANUFACTURER. Q REVISED PER ENTRY GATE 1. TO PROVIDE SHOP DRAWINGS FOR APPROVAL PRIOR TO DESIGN CTIOFACNREfl CONSTRUCTION. CON6TRUCTION. Q2 \ SLIDING GATE LAYOUT PLAN 3- WHEELS - SCALE -VB'S T4 FENCE FENCE 2 SIMIBMIMtlS NPF vrI B - 1rL +T -u V SQUARE TUBE STEEL PER GATE MANUFACTURER L j "METAL SPACER FOR WOOD CLEARANCE OF WHEELS. 3- WHEELS PLANTING PER LANDSCAPE PLAN SHEET L -3 fl POST FOOTING PER • %'.�i� STRUCTURAL ENGINEER/ GATE MANUFACTURER SECTION, IL REVISED PER ENTRY GATE DESIGN NOTE; 1. THIS DETAIL HAS BEEN PROVIDED TO SHOW DESIGN INTENT. STRUCTURAL ENGINEER TO PROVIDE SHOP DRAWINGS FOR OWNERS AND LANDSCAPE ARCHRECTG APPROVAL WITH ADEQUATE REVIEW TIME PRIOR TO CONSTRUCTION. 2. DATE DIMENSIONS PER GATE MANUFACTURER. ' 3. GATE MANUFACTURER TO PROVIDE SHOP DRAWINGS FOR APPROVAL PRIOR TO CONSTRUCTION. SCALE -11 i•-0" posy ARCHITECTURE + PLANNING 13 Gs4oI ®DfS16H uNDUwPe 4RCHneclul¢ UNp PUWVMG uawHOescN ]ll NaN SXwI. NM1 103 Cat W ttlole C0.81611 9PJ.90.1.d51V II.0.I0 GIA91MDiM1I QMDIG w44a ®eewxo w4wlxo xr SRaoaL [5•/A -Tf� 76 PLACER LANE teA..l.. PMIDCwem CNmle INWIM mum GATE DETAILS FENCE 2 3- WHEELS 1 j "METAL SPACER FOR WOOD CLEARANCE OF WHEELS. 4"POST PER GATE MANUFACTURER 2X3 REDWOOD SLATS TO CLAD QUANTITY, AND LAYOUT OF GATE POSTS GATE POSTS PER GATE MANUFACTURER 2XS REDWOOD SLATS V SQUARE TUBE STEEL PER GATE MANUFACTURER L j "METAL SPACER FOR WOOD CLEARANCE OF WHEELS. 3- WHEELS PLANTING PER LANDSCAPE PLAN SHEET L -3 fl POST FOOTING PER • %'.�i� STRUCTURAL ENGINEER/ GATE MANUFACTURER SECTION, IL REVISED PER ENTRY GATE DESIGN NOTE; 1. THIS DETAIL HAS BEEN PROVIDED TO SHOW DESIGN INTENT. STRUCTURAL ENGINEER TO PROVIDE SHOP DRAWINGS FOR OWNERS AND LANDSCAPE ARCHRECTG APPROVAL WITH ADEQUATE REVIEW TIME PRIOR TO CONSTRUCTION. 2. DATE DIMENSIONS PER GATE MANUFACTURER. ' 3. GATE MANUFACTURER TO PROVIDE SHOP DRAWINGS FOR APPROVAL PRIOR TO CONSTRUCTION. SCALE -11 i•-0" posy ARCHITECTURE + PLANNING 13 Gs4oI ®DfS16H uNDUwPe 4RCHneclul¢ UNp PUWVMG uawHOescN ]ll NaN SXwI. NM1 103 Cat W ttlole C0.81611 9PJ.90.1.d51V II.0.I0 GIA91MDiM1I QMDIG w44a ®eewxo w4wlxo xr SRaoaL [5•/A -Tf� 76 PLACER LANE teA..l.. PMIDCwem CNmle INWIM mum GATE DETAILS lEI6SP0tlMB P&NaED RRO wi w rxr.�uvartn.w C� rw 1, IXA89aVTY[ fbIXIR .IVKNMBMMtlEACCMGNlIaWR}NU, WatNLFER IYMIF/6NRfR9 RW8116�/ fJ 1p ;pCRBiOBBMARpBfIV.HHpVi9MlFyg ylCyipAMYEYW VM910BE rRVemmawwmrexwwwn. a. romvmewwwuxwcoawaewiwiwPAwimva .mwvxAwu�o emucnrwwmx�n PRaRrowlaim¢nox. l GLASS RAILING L1 awar+eo a \ CONCTEEE STEPPING STONES L1 eCH6�.ro 0101! YHFERgi 1R FAQIFIWEM W ®MO R}4 ®NIIXA waenmxw.aR aasxeExwn :i�R.ewe rw armxoeae rwv®AwrwuxcROr Ra�axoaPn RIB W1gpI RlTµY 1M &CCR:FP PaB VgOXEP COMOPHY NOfFB 1. 010.9a&RWPfeTNCIMEBYW W�tlEPCUleN1Ya1N7o11. Wi4L1E0. xW IPACM918 REGgx6O�TPE • nuEnvRCwoxevemzruaEixvaaAa ruei. +. aacwwo wrRROwmmrRRPNW nwww+aaaeury awrmerrnrormvEOia oxPwmnaAmwaRinran urnwu r veurnim ®emrnlauelo.mi RawrowYSinuawR. 0 GLASS STRUCTURAL MOUNNNG SHOE xre pass MGRRL'RxE.PINMR6 13 ®oESisM wm orawm.nm�rnwam [wA.T�7 rn 76 PLACER NNE srrE oEraLs L -12 cc" avowmi C.J .i .wrMMMi O 76 Placer Lane Residence Aspen, Colorado 81611 Pitkin County Legal description- Lot 1, George Family LLC. Subdivision according to the plat thereof recorded December 29, 2006 in plat book 82, page 27 as reception # 532739, Pitkin County, Colorado. Ami&e re fi �ll_ -_ , qm i� �.Y' i ��rte_ / M i it j' 1 +s I , ir. 961!3'000 4M� Height fence r c\ (7— C:1 CD CO 40 76 Placer Lane Vicinity Map and Directions: Take highway 82 into Aspen through the S- curves and down Main Street. Take a left on Mill Street for 0.8 miles, the road name changes to Red Mountain road. Keep straight on Red Mountain road for 0.3 miles up a steep grade. Turn right on Placer lane for 0.2 miles, the Residence is the first home on the right side of the road. 00xvi „. __ i i..._ ,�. �. .,.a � - � _. _ -- - `� L � r �- - jT„ i LEGEND: " AORCHRECiURE +pIANNING ..yVMMr1., FENCE II OMIT BOARDS ON I �lel� FENCE e L .I OUTSIDE OF FENCE eNNNNNHNMIF FENCE L m6mmuwane WALL 1 i 1 - - - - - -- PROPERTY LINE f---- - -- OMIT STONE VENEERC - - - - -- BUILDING ENVELOPE uNIUCAFEABCBIIH:NBB V.tq PNMWNG OUTSIDE OF WALL OMIT URMN Otlb.'1 411 MNnS tLIH Im CuEwMW Cp.B1611 910.9W11S ON OUTSIDE OF 1 OMIT STONE VENEER ON i FENCES OUTSIDE OF RETAINING WALL. OMIT BOARDS ON ; OUTSIDE OF FENCE INCLUDE STONE AMw Q nen6o uAwl NB mr I4.IR.11 VENEERAND BOARDS ON OUTSIDE 1. I OF FENCE r LINE Q LANE DEDUCED SHEET L.6 GET REVISED FENCE GRADE ON PLACER LANE. REFER CIVIL DWGS, FOR FINAL GRADING yB .. INFORMATION NOTES; s 1) T.O.W. REFERS TO TOP OF FINISH SURFACE OF WALL. a 2) ELEVATIONS PLAN APPROXIMATE. TEL FINAL WALL gggp333 ELEVATIONS TO BE COORDINATED MATH A8 -BUILT ELEVATIONS. S) CONTRACTOR TO VERIFY TOP OF WALL ELEVATION$WITH CARL GRADING PLAN. CONTRACTOR TO NOTIFY CIVIL AND LANDSCAPE ARCHITECT IF THERE ARE ANY DISCREPANCIES. 8 4) CONSTRUCTION REQUIREMENTS FOR EXCAVATION AOJACENT TO PROTECTED RESOURCES. PER CITY OF ASPEN PARRS DEPARTMENT: E) ALL EXCAVATIONS WITH IN THE GRIP ZONE VALL BE REQUIRED TO e BE VERTICAL EXCAVATION ONLY WITH NO OVER DIGOING. EXCAVATIONS VALL BE SOIL STABILIZED IN A MANNER THAT PREVENTS OVER EXCAVATION OF THE SITE B) ALL ROOTS SHALL BE CUT PRIOR TO FULL EXCAVATION USING A CLEAN, SHARP PRUNING SAW ALL ROOTS WILL SE CUT FLUSH WITH THE EXFOSEO SOIL UNE. 4 T) SIX INCHES OF MULCH ARE REQUIRED TO BE PLACED WITH IN THE ZONE OF VEGETATION PROTEOTION. THE MULCH SHALL BE ,$xI MAINTAINED AT A LEVEL OF 6 INCHES DURING THE ENJTIRE PROJECT. i11 000030 WALL STEPS *51 T.W. � *51 T.W. *46.2 T.WI WALL STEPS 346.3 T.W. / x48.3 PRE J TABLE I *50.5 T.W. WALL STEPS tSEH &SO T.W. TO 50 .W. L -16 WA STEPS ATER xFS T.W. 'W RE SPOT ! IONS 4 T.W. Revised section- Fence to step at this location Revised section- area in yellow will now be under C height TABL FIRE TAB E i '3 T.W. 0 REVISED TOP OF WALL/ FIRE TABLE ELEVATIONS I i AUTO L w MI2M•6'.V F A ev -11? 0 OF a G1 LEGEND: " AORCHRECiURE +pIANNING ..yVMMr1., FENCE FENCE e I �lel� FENCE e L FENCE e e eNNNNNHNMIF FENCE L m6mmuwane WALL 1 �X1i4 - - - - - -- PROPERTY LINE rr �FE�•� N - - - - -- BUILDING ENVELOPE uNIUCAFEABCBIIH:NBB V.tq PNMWNG URMN Otlb.'1 411 MNnS tLIH Im CuEwMW Cp.B1611 910.9W11S 11.0610 COBFIROCTNX00CIAFMS OMIT STONE VENEER ON OUTSIDE OF RETAINING WALL. OMIT BOARDS ON ; OUTSIDE OF FENCE AMw Q nen6o uAwl NB mr I4.IR.11 I r 76 PLACER LANE j' r � TeN.ml.e. r muv:w.oL,.m r OMIT STONE VENEER ON r OUTSIDE OF RETAINING i WALL. OMIT BOARDS ON OUTSIDE OF FENCE r i PROPERTY LINE Q R ISED FENCV#ALL OUT Fmrce eYPa eaq Y aaMiFNa 0aN ft PN .N VmfmVd 11106/18 X43 T.W. mlm 45 T.W. RennM 'W' SITE FENCING W. 47 T.W. PLAN �' L .W. Faro T•4• FmInllsalNOs -C -2 ewl aayeT�,.< I A B•3' p is m � NarB 9eJe: 1'�itlC QS LANE REDUCED SHEET L6 GET REVISED FENCE ELEVATIONS STEP TO MATCH EXISTUIG GRADE ON PLACER LANE. REFER TR CIVIL DWGS. FOR FINAL GRADING .... .. - INFORMATION R NOTES: - 1) T.O.W. REFERS TO TOP OF FINISH SURFACE OF WALL 6 ee y 31 ELEVATIONS SHOWN ON PLAN ARE APPROXIMATE. FINAL WALL 88AAp EL ELEVATIONS TO BE COORDINATED V,Ri}1 AS -BUILT ELEVATIONS. BE nRwuNRmwnnRR WALL 1 S) CONTRACTOR TO VERIFY TOP OF WALL ELEVATIONS WITH COAL - - - - - -- PROPERTYLINE GRADING PUN. CONTRACTOR TO NOTIFY CIVIL AND LANDSCAPE - - - - -- BUILDING ARCHITECT IF THERE ARE ANY DISCREPANCIES. A) CONSTRUCTION REQUIREMENTS FOR EXCAVATION ADJACENT TO PROTECTED RESOURCES, PER CITY OF ASPEN PARKS DEPARTMENT: S) ALL EXCAVATIONS WITH IN THE DRIP ZONE WILL BE REQUIRED TO 5 BE VERTICAL EXCAVATION ONLY WITH NO OVER DIGGING, EXCAVATIONS WILL BE SOIL STABILIZED IN A MANNER THAT PREVENTS OVER EXCAVATION OF THE SITE. E) ALL ROOTS SHALL BE CUT PRIOR TO FULL EXCAVATION USING A CLEAN, SHARP PRUNING SAW. ALL ROOTS WILL BE CUT FLUSH WITH THE EXPOSED SOIL LINE. z ]) SIX INCHES OF MULCH ARE REQUIRED TO BE PLACED WTTH IN THE BE MAINTAINED TTAnLEVEL OF S INCHES DURING THE ENTIRE PROJECT. 4boons.. n OUTSIDE OF FENCE WAU sn .51 T.W. EW W mote T.W. L STEPS T.W. a4B Wy D1? OMIT STONEVENEER ON OUTSIDE OF WALL OMIT BOARDS ON OUTSIDE OF FENCE M&3 T.W. *AB .3 FIRE TAB E INCLUDE STONE VENEER AND BOARDS ON OUTSIDE OFFENCE STONE VENEER CONTINUES MOUND CORNER OF WALL AT, © REVISED TOP OF WALL/ FIRE TABLE ELEVATIONS NEW RCSIDENSE x48.3 T.W. - WALL STEPS Is'- :46.8 T.W.- STEPS FOR WATER T.W. FEATURE SPOT ELEVATIONS NALL STEPS e51 TX Revised section- Fence to step at this location I v166TN x'uu. sTFPS 5.. 37W $IR110l Nnu REVISED PEN,CEI PLANTER LAYOUT, IQ FINAL TOP OF CURB ELEVATIONS T( BE COORDINATED WR@ UPDATED CIVILGRADMGPLAN ` STEPS 6- Revised section- area in yellow will now be under 8'height rca nudM W e'. t 12' G.I. 1,e01 C 9'- 112• 0 Ry FENCE 1 FENCE e AEI —IFS FENCE ee FENCE d e e eRMHHNMNM1F FENCES nRwuNRmwnnRR WALL 1 r - - - - - -- PROPERTYLINE - - - - -- BUILDING ENVELOPE OMIT STONE VENEER ON OUTSIDE OF RETAINING WALL, OMIT BOARDS ON OUTSIDE OF FENCE OMIT STONE VENEER ON OUTSIDE OF RETAINING WALL, OMIT BOARDS ON OUTSIDE OF FENCE lA W -P T.W. T.W. T.W. 0 0 90 Nulll, Boba'. tb -0' P AR S CT ARCHITECTURE+ 1] w.roN ®UES16N UNGSCAPE ARCXRKNRf LAND PIAKdNO IIRMNOf51GN ]I] NNn SXMI. iWln IM Ca6mfb4 CO. BIID 19M.9WA9N d Il.os.Ia cNnmucnoR WCIARMS Rwhb Q Rfnsf o oRAwlxo sfr lo, lo. ] I �SYA • 61> 76 PLACER LANE ]6 Phmlaw nmcd.n. cNm:m PUBLIC NOTICE RE: Height Variance for Lot 1, George Family LLC Subdivision AKA 76 Placer Lane, Aspen (Case 02 -2013) NOTICE IS HEREBY GIVEN that a public hearing will be held on Tuesday, March 5, 2013, to begin at 5:30pm, or as soon thereafter as the conduct of business allows, in the Commissioner's Meeting Room in the Courthouse, 506 East Main Street, Aspen, before the Pitkin County Board of Adjustment, to consider an application submitted by AML Investments IV, c/o Fred Wilson, 4185 County Road 154, Glenwood Springs, CO 81601, requesting a 6" Height variance where six (6) feet is the maximum height allowed for fencing located within a required yard setback. Approval of this request will allow a new fence erected within the required 30 foot front yard setback to exceed the 6' height limitation by 6 inches at its west end. This parcel contains 1.718 acres and is located in the R -30 zone district. The State Parcel Identification Number for this property is 2737- 072 -11 -001. For further information contact Joanna Schaffner at the Pitkin Community Development Department, (970) 920 -5105. Pitkin County Board of Adjustment Published in The Aspen Times on February 21, 2013 Pitkin County Account No. 002.02 mil i32 AFFIDAVIT OF NOTIA County of P itk a } MAMING PURSUANT TO } SS. State of Colorado } PfTKIId COUNTY LAND USE CODE SECTION 2 -20 -100 f c�r� L.� S Ov , being or representing an I, ersonall certify that I have complied with the Applicant to the Pitkin County Development Permit p Y public notice requirements pursuant to Section 2 -20 -100 of the Pitkin County Land Use Revelations in the following manner: 1. By m dlina of notice, a copy of which is attached hereto, by first - class, postage prepaid U.S. Mail at least 7 days prior to the public hearing to all owners of property within 300 feet of the subject property , as indicated on the attached li t, on the; lM�day of &per 20d� (which is LL days prior to the public hearing date of S I . The names and addresses of the properties within 300 feet of the subject site shall be those on the current tax records of Pitkin County as they appeared no more than 60 days prior to the public hearing. as it could be seen from the nearest 2. By posting a sign in a conspicuous lace on the subject Pwhich at least fifteen (15) days prior to the public way) on the L�day of� public hearing. A photograph of the posted sign is attached hereto. Applicant's name NOW Kee Signature Signed before me this �1 day of 1� > 2003 by 'F, d `-S Aso Vv TI`tESS My HAND AND OFFICIAL SEAL My commission expires: 111 le%MI6 t tary Public .1 Notary Public's Signature RFELD LIC RADO 007011 EM] grlv�e] PUBLIC NOTICE HomeOwner Address RE: Height Variance for Lot 1, George Family LLC Subdivision AKA 76 Placer Lane, Aspen (Case 02 -2013) NOTICE IS HEREBY GIVEN that a public hearing will be held on Tuesday, March 5, 2013, to begin at 5:30pm, or as soon thereafter as the conduct of business allows, in the Commissioner's Meeting Room in the Courthouse, 506 East Main Street, Aspen, before the Pitkin County Board of Adjustment, to consider an application submitted by AML Investments IV, c/o Structural Associates Company,Fred Wilson, 4185 County Road 154, Glenwood Springs, CO 81601, requesting a 6" Height variance where six (6) feet is the maximum height allowed for fencing located within a required yard setback. Approval of this request will allow a new fence erected within the required 30 foot front yard setback to exceed the 6' height limitation by 6 inches at its west end. This parcel contains 1.718 acres and is located in the R -30 zone district. The State Parcel Identification Number for this property is 2737 - 072 -11 -001. Published in The Aspen Times on February 21, 2013 For further information contact: Joanna Schaffner at the Pitkin Community Development Department, (970) 920 -5105. Pitkin County Board of Adjustment Fred Wilson, Structural Associates Company (970) 379 -1934 Best Regards, Fred Wilson Structural Associates Company (970) 379 -1934 0 06134 OD \ § § k T k ƒ 0 ƒ ƒ ƒ ƒ ƒ / CL CD § § § § § (a (D � . . . . . (D ■ Cl) ? \ f E I ƒ \ o / 7 m 7 7 g t § q 7 « % = E CD / « @ # z l , s CD 0 / i a / ƒ 2 % r a o a ° ■ r ¥ e 2 w ? 2 \ 3 � k ƒ : % 7 2 23 \ 0 C ? 0 m k E ƒ E 0§ I q « § § > / k 0 / k J / R E ¢ \ \ £ I £ / CD 3 - / \ \ > a \ k $ / CO / \ z 2 7 c \ § 00 $ / = e / (0 e k 9 = \ ' I ) � \ < § k /l< \ 0 § 2 -4 0) L%) q \ \ 0 G§h35 -4 0) 2 @ n � r ■ � CD X ■ 0. ■ M n ■ ■ § g E w 0 2 it ■ — AGENDA PITIQN COUNTY BOARD OF ADJUSTMENT March 5, 2013 NEW BUSINESS: 02 -2013 AML Investments IV 76 Placer Lane, Aspen Aka Lot 1, George Family LLC S/D Requesting a 6" height variance where 6 feet is the maximum height allowed for fencing within required yard setbacks. The fence was constructed over the allowed 6 feet without a permit. Approval of this variance request will allow a permit for the fence to be issued. At a height of 6 feet or less, a permit is not required. 03 -2013 Mountain Rescue Charitable Trust 31925 Highway 82, Aspen Requesting a 118 foot Arterial Highway setback variance where 200 feet is required on this 1 acre lot in the P -I zone district. The lot is currently zoned AR -10 which requires a 100 foot Arterial Highway setback. The applicant has an application pending to rezone the lot from AR -10 to P -1 (public institution) and wishes this application to be reviewed under the P -1 zoning. 04 -2013 Baker, Erika 28 Holland Hills Road, Basalt Aka Lot 10, Holland Hills Subdivision Requesting a 50 foot Arterial Highway setback variance where 100' is required on this 1.13 acre lot in the AR -10 zone district to construct a greenhouse. In 2006, the Arterial Highway setback (measured from the Highway right -of -way) along this stretch of Highway 82 was changed from 200 feet to 100 feet. MINUTES: Minutes from the February 5, 2013 meeting. PLEASE Let me know your plans for attending the meeting. Joanna 920 -5105 orjoannas @co.pitkin.co.us H6 Fj 3 6 PITKIN CO*,a414TY COMMUNITY DEVELOF*4ENT Permit Receipt RECEIPT NUMBER 00033581 Name: Structural Assocaiates Date:2/1/2013 Project Address: 76 PLACER LN Type: check # 66651 Permit Number Fee Description 0002.2013.PBOA PP- Board of Adjustment Fee dotal: 03GA3 Amount M 0 0 0 0 0 . rwt .Inr{ GEORGE FAMILY LLC SUBDIVISION AND FINAL FLAT {ITtlr Willi )b1eNw le �1 �b �I i .F � b1bNY IrINb. ��rrr b{a le r. mr en r a» •3j�.rlrNrrae' Y 1 mnw Y. A.A fi T..J"TY malts " MYYi wYWn rmMw rye I• 'SOS�1S�ww MOM. .w S'lAlf'mF'®. r r rr.lr Y Y Mw . r wlwulMi •�'...rr w w r. Nw.r ae L. .n .w.l..t IH � IYllll, 1 rn. s Karr I {{I�IF s rinn 1 �YIMUM I mm r.F Y1 W1. �rti H.E i IAObr 1 {OI.tTII'f:..MT1.l YT{ . M .. I... 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IM Iu MRYN INw wrCN qNW q$/ N a WN Mx ilur E N mismucrw Yams w,r. ®E.vlsnxc RmRx eEwER BAIE DDDEiDm (wNw) NNUN a DINAw M wx11 Au RINNN - arC01N rMWRI.M CII RRwI ®[ p® PRWO9FDIRMwnCN OrtLN wANINSP Im :EUS.o, W -w a exffT ciao ® PROrosm IRNBAnoNMK END OF WALL; REFER NOTES. I TO CIVIL DWGS. BUILDING ENVELOPE DENTIIFY ANY. POTENTIAL UTIIUTY WITLOCATIONS ROPOSED SITE DESIGN. AND j 2) REM CIVIL ENGINEERING CONSTRUCTION DRAWINGS FOR GRADING AND HORIZONTAL LAYODT. 1 PROPERTY LINE S) REFER TO CIVIL ENGINEERING CONSTRUCTION DRAWINGS FOR EROSION I I CONTROL PUNS AND DETAILS. L RdER L4XOR FENCV WA PUN, DETAIL ET RE FENCES WALL DETAIL PUN TO FENCING 4) THE CONTRACTOR SHALL SOD, AND EN41 AL BED PROVIDE SPECIFIED TOPSOIL RE RENCS SPA PLAN PUN, SHELL LQ FOR DEPTH WALL TUFF, SOD, PUNTED WI L BS.1'. SE PLANTING CONTRACTOR SH, N FINE ' 1 SPA PLAN I REFER ``�� FENCE/ WALL DETAILS GRADE ALL ARM IF BE PUNTED TG WITHIN PUKING SEE PLANTING PUNS, NOTES, 3 CO R STEPPING STONES ENLARGEMENT; INCLUDING PLANTINGS ILDEPTH. MORE PUNTING PREPARATION INFORMATION I INCLUDING PUNTING SOIL DEPTH. ', SHEET L-13 - $MNE PAVING; 5) ALL PRE - MANUFACTURED PRODUCTS REQUIRED FOR SITE IMPROVEMENTS j STONE TYPE TO BE ARE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. ALL MATERIALS SELECTED BY OWNER TO BE INSTALLED THAT ME NOT SPECIFIED BY NAME ON THIS PLAN ARE TO BE I - -- -' - - '- - -- - ` ``�`�� PROPOSED BY THE CONTRACTOR AND APPROVED BY OWNER'S REPRESENTATIVE '©O C PRIOR TO ORDER AND INSTALLATION. PROVIDE PRODUCT CUT SHEETS FOR ALL 4 CONTRACTOR PROPOSED MATERIALS. PROVIDE SAMPLES IF REQUESTED BY ® N- LANDSCAPE ARCHITECT. 6) ALL LAYOUT OF SITE WALLS, PAVING AND UNDSCAPE FEATURES TO BE 1 STEPPING STONES EQUALLY SPACED PERFORMED IN FIELD BY SURVEYOR AND APPROVED BY UNDSCAPE ARCHITECT. ROOF LINE ABOVE, ♦♦ :6' APART, UNDSCAPE ARCHITECT LL REFER TO ARCH, TI REFER TO CIVIL PUNS FOR A PROPOSED UTILITIES. / TO APPROVE LAYOUT IN FIELD(TYP.) DWGS. ♦`♦ 1 • 1 STONE LAYOUT TO BE COORDINATED ♦♦ B) ELEVATIONS FOR ALL RETAINING WALLS AND ASSOCIATED FOOTINGS ME TO I L WITH ARCHITECTS SKY FRAME - - `♦ WOOD GATE 21 2 BE COORDINATEDWITH SHORING CONTRACTOR AND STRUCTURAL/ 4 1 DETAIL GED ECNNICAL ENGINEER, NOTIFY OWNERS REPRESENTATIVE OF ANY 1 DISCREPANCIES. TRENCH DRA;N; PEFER TO WINDOW WELLS; 30' %30' SAND NEW RESIDENCE ♦ ♦♦ REFER TO ARCH. B) PAVING PATTERN SHOWN ON THIS PUN ILLUSTRATES DESIGN INTENT. FINAL 1 REFER TO CIVIL DWGS. pWGB. PAVING MATERIALS, PATTERN AND LOCATION OF EXPANSION AND CONTROL .. SET STEPPING COORDINATED OWNER I STONE ARCHITECTURAL ♦ REPRESENTATIVE. AT WITH CIVIL ENGINEER, ARCHITECT AND OWNERS t COORDINATED NO PATTERN ♦ REPRESENTATIVE. i jI- 1I5 AT CORNERS DWGS. APPROVED PAV'.NG PATTERN ♦♦ 10) SEE IRRIGATION PUNRE FL PLANTING BED, ♦ FOR IRRIGATION SYSTEM SLEEWNG REQUIREMENTS. REFER TO SHEET L-3 ♦ ♦ ♦♦ I l) ALL PAVING CROSS-SECTIONS ARE BY STRUCTURAL AND CIVIL ENGINEERS 12) REFER TO ARCHITECTURAL SITE PUN FOR LIMITS OF SNOW MELT. p . • �y} fi.Y'6 STONE VENEER AT r TO MATCH PAVING AT ROOF LINE ARCH. 1_ •• \• © ENTRY REFER TO ARCH. DWGS. ' \• \• a ``\O���D�Q�: ...0�� - STONE PAVING I % \• - STONE TYPE TO BE REFER TO FENCING PLAN, REVISED WALL LOW ) • \• 1 SELECTED BY OWNER SHEET L-2 FTNT FENCE/ PER UTILITY - r REQUIREMENTS \ " .g L A ° +I ^t )I�}p "' I WALL DETAIL REFERENCES `�'YBgEg(f "III CAP FART PUNTING BED, SHEET L� t5 R� �IFaFr -E,V �lI S A4M - PLANTING EEO ,�r 1 `T ♦ REFER TO SHEET L3 r R G FENCING SHEET L -2 FENCE/WALL • \, I ?e„�1 ! % r - DETAIL flENCE9 VF 1 ' 3 1 CUSS RAILINQ/GA - TRENCH DRAIN,f REFER TO CIVIL ` •1 REVISED PER CHILLER � p�YA�iLtl ;Iy��11EoE•TERMINEd DWGS .t �y'T"" � •. 'REOUIREMENTS pDINAtEO i+I .: y YA� r,. R Tl �T}AND aTHEq r TTrn�r 'r-r.'1 117�r .>., .•� ,( t....'. ''J CAUTD COpPT r ),� I I♦ CHILLS PAD, REFER TO LEGEND, 2, PUNTER OX IN WALL MALL PINISHANDBcpRIVI yyy'';[�,Y CIVILDN94 _ r; ♦N��yI, -•, 1 PATTIRIN,10 B(, !}ry J4 SWING GATE OPERATOR PER x m ,- "• =c,♦ i�Lt - •GET 'p, Di {D BT�jY�nSR .`JS 4 /X� s {I� "'i GATE MANUFACTURER. FUMING BED REFER TO 1 2 9 SLIDING GATE '"fiW;F • qn 6X'1 f!L� ! d,. S} * •d%'qq f 'r ?} OPERATOR TO BE WALL •a,,,, ` y - PUNTING PUN SHEET Ld jSSSS. .}X V5 a ., P.TVli4 MOUNTED, LOCATION TO BE ��III II ri t1 t,, I pk COORDINATED WITH OTHER CONCRETE ASPHALT TO BE PATCHED IN PLACER �10E•B �II�lYI �� I�I IY �IYI S.F'< . f�k' T� 1T' UTWTY BOXES V, LANE RIGHT OF WAY, REFER TO CIVIL X4pf. t I �p U� RETAIN ING WALLS; e PUNS 5;° { `., 9 1. ,y4 �,�P )♦ tl p,; REFER TG CIVILOWDS, EXISTING GRAVEL e PARKING PRU LaanoN of DATE POSTS, g DIMENSIONS OF GATE AND LOCATION ASPHALT TO BE OF SLIDING GATE OPERATOR TO BE 4'Yy+^ rN'.. !• E PATCHED DETERMINED BY GATE MANUFACTURER. IBII�I; :'- UTILITY VAULT MAN SEE SUDI NG GATE LAYOUT PUN SHEET ,619 '"T HOLES' REFER TO CIVIL STONE PAW NG L -10 OWES. 4 RAISED CONCRETE `I ,. r A S i'V. .A r $ TO BE PATTERN / t \ GRAVELPARKINGARW TO BE SELECTED BY OWNER . VISED LAYOUT PER Qj SWING GATE 1'2\r 3 4 STEPPING EPPINGSTONES e E 7E DESIGN - DATE CALL BOX 1 5 ® FENCE /WALL NEW ASPHALT, RE CIVIL PUNS Iii q %� REFER TO FENCING PUN, R SHEET L-2 „q sP §e — '- --'- PROPERTY LINE -_ uA - - -- - - -- BUILDING ENVELOPE -z y! O 0 20 B NvT BgY'1••1Vd e2 000041. posy ARCHITECTURE+ PLANNING '7 e,sam ®UES16N 1ANMCAPf ARCXIIFCiVRE u we upAry NDMI OFSICry SL I1 ~. W. 102 CpbgWeCalflm 1 170913.6m a ILM.IS ONMMNRNI OODAEMS 4Wm. m Nryla[o oPAwINa sEr la Lou 601A - bt.) 76 PLACER LANE n..m .n f SITE MATERIALS PLAN L -1 m:,I mNRxa�xcm, -„ 0w ;d: a n 0 w A I poss OMIT BOARDS ON LEGENDI ARCHITECTURE + PLANNING OUTSIDE OF FENCE 1 1 r�yyyyr FENCE 1 { I r- -- - - - -T OMIT STONE VENEER ON FENCE 2 e I I OUTSIDE OF WALL OMIT i BOARDS ON OUTSIDE OF FENCE INCLUDE STONE FENCES 1 2 e a ' VENEER AND it II BOARDS OUTSIDE OF FENCE FENCE r3-) 4 e e j'2 �2 T'W' STONEYENEER CONTINUES AROUND MINNNNXINNIH FENCES 1 PROPERTY LINE II CORNER OF WALL AT ' • - ' "' "' ' BRA 2 wrl�+l A48.2 T.i Ts B.�FIRE malmyawnra WALL I' WALL 9TEP5� �` 48.3 T.W. Q \ I jrjr QQ\\ nh 1NI x4&3 T.W. FIRE LEELEATION TIRE TABLE ELEVATIONS ®ULUI )� II x48.3 FIRE - - - -- PROPERTY LINE UII TABLE - - - - -- BUILDING ENVELOPE uMpTCAPE AACHRECNM ,I MO NPLANNING I W pAN 09pN r -® 811WHeli IWe18R j 1 CebeWW C0.8148i I IRFO420 1 I Q I \ I 1 \\ Ye o.' rnamuCID5g5GraTe I Q I 1 I I VENEER ON OUTSIDE I NEW gE3IDENCE \` WTI OF RETAINING .: 'M-3 MRFBOAROS ON \\\ REVISED FENCV WALL LAYOUT. 1 I' TX OUTSIDE OF PENCE WALL WIDTH ALONG PLACER TO 10' SEE WALL STEPS TB' \ /, 1Q LANE REDUCED SHEET L4 D j 246.ST W. - 1 mnmeBO YMMNO nR w.1aEE ES8CTICN REVISED FENCE SECTION 1 1 SfA'67 ,I I 1 A / x51.6 T.1!'. o x51.5 T. [I00000❑ WALL STEPS'-,, 1 dwWw e51 T.W. 1 O Wt T T.W O 5bWINw x51 � �� \, WALL 9TEP5 54Ieff N di814 .510.5 T.W. 0 76 PLACER LANE \. 0 000000 000 \ \ x5C.5TW. y WALL STEPS __ _ i IPMWWnMC�4e x60 T.W. REFER TO ``� z50 .W. SHEET L-15 i '.\ W STEPS FOR WATER PROPOSEGCON1bU ROVIDED TO \ x49 T.W. FEATURE SPOT x4E.BTW, OMIT STONE VENEER ON SHOW DESIGN INTENL FWALL -'\ x49.5 T.W. ELEVATIONS OUTSIDE OF RETAINING , p ELEVATIONS 9TEPTO MATCH NG '• \-. WALL SIE,,I, rP - - -- ! WALL STEPS ¢•I i WALL, OMIT BOARDS ON gs GRADE ON PLACER LANE. REFER x49 T.W 147.3 T.W. OUTSIDE OF FENCE PROPERTY LINE CIVIL DWGS. FOR FINAL GRADING g INFORMATION o N - -\ 4¢ Ipuexed rnlyMe WALL STEPS - NOTES; Feem f x51 T.W. ' QR SEDFENCE#ALL $ 1) T. OW. REFERSTOTOPOFFlNISHSURFACEOFWALL Few M�86f 4- -•\ �` Stelnlhnue POUT ' 2) ELEVATIONS SHCWN ON PLAN ARE APPROXIMATE, FINAL WALL x497 \, 'I AUTOCOURT`"``\`` Ipeyy4 valence yY4 4ey�Y S ELEVATIONS TO BECOOROINATEO VATMASLBUILTELE VATIONS. F. f -r L \ -\ -3y3 TIN 3) CONTRACTOR TO VERIFY TOP OF WALL ELEVATIONS VATH CIVIL GRADING PLAN. CONTRACTOR TO NOTIFY CIVIL AND IANDGCAPE ( twlg MOf -O/Q" p�� I "�f'q REVISED P6I{CE/ PLANTER LAYOUT. Q FINAL TOP OF CU @E ELEVATIONS TO '43 T.W. xvl Im ARCHITECT IF THERE ARE ANY DISCREPANCIES. BE COORDINATED WRIll UPDATED xe0nu oodll CIYLGRADING PLAN 46 T.W. ` `9 4) CONSTRUCTION REQUIREMENTS FOR EXCAVATION ADJACENT TO Om NeItlIN ®f -� I T.W. q PROTECTED RESOURCES, PER CITY OF ASPEN PARRS DEPARTMENT: � a W. 47 T.W. SITE FENCING d a 5) ALL EXCAVATIONS WTIH IN THE DRIP ZONE WILL BE REQUIRED TO FMw f -5' PLAN BE VERTICAL EXCAVATION ONLY KITH NO CVER DIGORSIM ) EXCAVATIONS WILL BE SOIL STABILIZED IN A MANNER THAT PREVENTS OVER EXCAVATION OF THE SITE. TOP OF FENCE x47. W. F4Rnn f• 4• 6TEPS 6' L -2 ON USING A 5) ALL ROOTS SHALL BE CUT PRIOR TO FULL EXCAVATION Few YyMOf -9 9 CLEAN, SHARP PRUNING SAW. ALL ROOTS WILL BE CUT FLUSH Vv1TIi THE EXPOSED 601E UNE. TOP OF STEPS 6 CE m NI I N®i11BIB... e 7) SUL INCHES OF MULCH ARE REQUIRED TO BE PLACED WITH IN THE Fence Wight 8 f• r ZONE OF VEGETATION PROTECTION. THE MULCH SHALL BE MNNTAINED AT A LEVEL OF B INCHES DURING THE ENTIRE PROJECT Few Wight,a f -1' \ ar. f -3• p ,u yp gai N0A" em...,•.,na si Few f -111r G.r Wight O f -I 1w Q� v N z y� k 3 ga dg 68 �q 4� WE oonnan CONCRETE CURB.BEE CARL DWOS PLAN DIAGRAM 4W TILE LIGHTS BY 1UGHTWILD', SEE UGHTING PLAN FOR DETAILS, AND PRODUCT SPECIFICATIONS K 12' X 12" STONE VENEER COLUMN TO MATCH VENEER AT HOUSE. COLUMN TO BE FIELD LOCATED 42' HEIGHT STORM TRAVERTINE STONE VENEER COLUMN TO MATCH STONE VENEER WALLS. LOCATION OF COLUMN AT ENTRY DRIVE TO BE DETERMINED IN FIELD BY OWNER AND LANDCAPE ARCHITECT PRIOR TO CONSTRUCTION. SW' KEY PAD BY "PROX PRO" MODELTO SE COORDINATED WRH MIR INSTALLER 1 REVISED PER ENTRY GATE - DESIGN DRIVEWAY ELEVATION NOTE& 1.THIS DETAIL HAS BEEN PROVIDED TO SHOW DESIGN INTENT. ALL STRUCTURAL INFORMATION PROVIDED Sy OTHERS, CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL PRIOR TO CONSTRUCTION. GATE HINGE AND ALL GATE HARDWARE DIMENSIONSAND SPECIFICATIONS PER GATE MANUFACTURER STEEL COLUMN PER GATE MANUFACTURER. COLUMN TO BE CLAD IN WOOD TO MATCH F FENCE AND GATE. WOOD CIAOOING TO EXTEND TO PAVEMENT. CONTRACTOR MAY BE REQUIRED TO RIP FADDTTIONAL BOTTOM BOARD. TYP. FOUNDATION PER STRUCTURAL ENGINEER SCALE -10"• 1' 4" 2X8 REDWOOD SLATS SPACED W TO MATCH PERIMETER FENCE METAL FRAME WITH WOOD VENEER PER GATE INSTALLATION REQUIREMENTS. STRUCTURAL ENGINEER TO REVIEW SHOP DRAWINGS PRIOR TO CONSTRUCTION, WELD GATE HINGES TO STEEL FRAME PER GATE INSTALLER REVISED PER ENTRY GATE DESIGN BECTIOW ELEVATION I 1. THIS DETAIL HAS BEEN PROVIDED TO SHOW DESIGN INTENT. STRUCTURAL ENGINEER TO PROVIDE SHOP DRAWINGS FOR OWNER'S AND LANDSCAPE ARCHITECTS APPROVAL WITH ADEQUATE REVIEW TIME PRIOR TO CONSTRUCTION. GATE DIMENSIONS PER GATE MANUFACTURER. 2. WOOD FINISH TO BE SELECTED BY OWNER. SCALE -l" A LACTOR MAY BE RIPADDITIONAL DM BOARD. TYP. FENCE 2 GATE POST DIMENSKONS PER GATE MANUFACTURER. POST TO BE CLAD IN WOOD TO MATCH FENCE AND GATE 2RS WOOD BOARDS (NOM.) SPACED im. GATE FINISH TO BE DETERMINED BY CLIENT w GATEHINDEANDALLGATE HARDWARE PER GATE MANUFACTURER 6 mi'm INnR w' dr MW B1pG WOOD CLADDING EXTENDS TO PAVEMENT, CONTRACTOR MAY BE REQUIRED TO RIP ADDITIONAL BOTTOM BOARD. TYP. NOTE; 1. THIS DETAIL RAS BEEN PROVIDED TO SHOW DESIGN INTENT, STRUCTURAL ENGINEER TO PROVIDE SHOP DRAWINGS FOR OWNER'S AND LANDSCAPE ARCHITECTS APPROVAL WITH ADEQUATE REVIEW TIME PRIOR TO CONSTRUCTION. 2. GATE DIMENSIONS PER GATE MANUFACTURER. 3. GRADING INFORMATION TO BE COORDINATED WITH CIVIL iQ REVISED PER ENTRY GATE DESIGN GATE ELEVATION - SWING GATE_ 2XB REDWOOD SLATS GATE GATE HINGE GATE SWINGS IN u HEIGHTOFKEYPADTOSE 110' STEEL COLUMN PER GATE 110• MAX MAR; DETERMINED IN FIELD, CONCRETE CLAD IN WOOD TO MATCH NEWT OF COLUMN TO BE CURB, BEE GATE AND PENCE. ADJUSTED IF NECESSARY TO CIVIL DWOB ALE ACCOMMODATE KEY PAD HEIGHT. 1. THIS DETAIL HAS BEEN PROVIDED TO SHOW DESIGN INTENT, STRUCTURAL ENGINEER TO PROVIDE SHOP DRAWINGS FOR OWNERS AND UNDSCAPE ARCHITECTS APPROVAL WITH ADEQUATE REVIEW TIME PRIOR TO CONSTRUCTION. DATE DIMENSIONS PER GATE MANUFACTURER. 1 REVISED PER ENTRY GATE - DESIGN DRIVEWAY ELEVATION NOTE& 1.THIS DETAIL HAS BEEN PROVIDED TO SHOW DESIGN INTENT. ALL STRUCTURAL INFORMATION PROVIDED Sy OTHERS, CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL PRIOR TO CONSTRUCTION. GATE HINGE AND ALL GATE HARDWARE DIMENSIONSAND SPECIFICATIONS PER GATE MANUFACTURER STEEL COLUMN PER GATE MANUFACTURER. COLUMN TO BE CLAD IN WOOD TO MATCH F FENCE AND GATE. WOOD CIAOOING TO EXTEND TO PAVEMENT. CONTRACTOR MAY BE REQUIRED TO RIP FADDTTIONAL BOTTOM BOARD. TYP. FOUNDATION PER STRUCTURAL ENGINEER SCALE -10"• 1' 4" 2X8 REDWOOD SLATS SPACED W TO MATCH PERIMETER FENCE METAL FRAME WITH WOOD VENEER PER GATE INSTALLATION REQUIREMENTS. STRUCTURAL ENGINEER TO REVIEW SHOP DRAWINGS PRIOR TO CONSTRUCTION, WELD GATE HINGES TO STEEL FRAME PER GATE INSTALLER REVISED PER ENTRY GATE DESIGN BECTIOW ELEVATION I 1. THIS DETAIL HAS BEEN PROVIDED TO SHOW DESIGN INTENT. STRUCTURAL ENGINEER TO PROVIDE SHOP DRAWINGS FOR OWNER'S AND LANDSCAPE ARCHITECTS APPROVAL WITH ADEQUATE REVIEW TIME PRIOR TO CONSTRUCTION. GATE DIMENSIONS PER GATE MANUFACTURER. 2. WOOD FINISH TO BE SELECTED BY OWNER. SCALE -l" A LACTOR MAY BE RIPADDITIONAL DM BOARD. TYP. FENCE 2 GATE POST DIMENSKONS PER GATE MANUFACTURER. POST TO BE CLAD IN WOOD TO MATCH FENCE AND GATE 2RS WOOD BOARDS (NOM.) SPACED im. GATE FINISH TO BE DETERMINED BY CLIENT w GATEHINDEANDALLGATE HARDWARE PER GATE MANUFACTURER 6 mi'm INnR w' dr MW B1pG WOOD CLADDING EXTENDS TO PAVEMENT, CONTRACTOR MAY BE REQUIRED TO RIP ADDITIONAL BOTTOM BOARD. TYP. NOTE; 1. THIS DETAIL RAS BEEN PROVIDED TO SHOW DESIGN INTENT, STRUCTURAL ENGINEER TO PROVIDE SHOP DRAWINGS FOR OWNER'S AND LANDSCAPE ARCHITECTS APPROVAL WITH ADEQUATE REVIEW TIME PRIOR TO CONSTRUCTION. 2. GATE DIMENSIONS PER GATE MANUFACTURER. 3. GRADING INFORMATION TO BE COORDINATED WITH CIVIL iQ REVISED PER ENTRY GATE DESIGN GATE ELEVATION - SWING GATE_ 2XB REDWOOD SLATS GATE GATE HINGE GATE SWINGS IN 2' SQUARE TUBE STEEL PER GATE DIMENSIONS PER GATE BLMNW IN MANUF ACTURER MARUFACTURER,, 110' STEEL COLUMN PER GATE 110• MAX MAR; MANUFACTURER. TO BE CLAD IN WOOD TO MATCH GATE AND PENCE. ALE 0 1. THIS DETAIL HAS BEEN PROVIDED TO SHOW DESIGN INTENT, STRUCTURAL ENGINEER TO PROVIDE SHOP DRAWINGS FOR OWNERS AND UNDSCAPE ARCHITECTS APPROVAL WITH ADEQUATE REVIEW TIME PRIOR TO CONSTRUCTION. DATE DIMENSIONS PER GATE MANUFACTURER. 2. WOOD FINISH TO BE SELECTED BY OWNER. QREVISED PER ENTRY GATE DESIGN SCALE -1/P, 11-0' p AR S CT ARCHITECTURE +PLANNING 3 �N ®�ES16N uNmuPEARDMRLTUM UJM OGN URMN DBGN 311 Mal ~, W%101 CoeaM w Mea l lm9a- r 11A5.10 G]SSfRLS11GI0DDAlFt118 msmnolNUxlxessr 1a1a1L 610A -TG) 76 PLACER LANE N PIQ4s MbCaoW.(d'sii PIMP* NlltO ammo GATE DETAILS J hry.. 8 9 1 S? 4R as k� Mi Mf 000044 0 n Hd2Md 2eN wee rmW W m modlam FENCE O 1. THIS DETAIL HAS BEEN PROVIDED TO SHOW DESIGN INTENT. STRUCTURAL ENGINEER TO PROVIDE SHOP DRAWINGS FOR OWNER'S AND LANDSCAPE ARCHITECTS APPROVAL WITH ADEQUATE RENEW TIME PRIOR TO CONSTRUCTION. 2.GATE DIMENSIONS PER GATE MANUFACTURER. S.GATE MANUFACTURER TO PROVIDE MOP DRAWINGS FOR APPROVAL PRIOR TO CONSTRUCTION. 2MB WOOD BOARDS (NOM.) SPACED 1W. GATE FINISH TO BE DETERMINED BY CLIENT FAN CIVILDWS. �— PLANTING SFQ, REFER TO SHEET L.3- APPROAMATE, MANHOLE LOCATION, SEE CNIL DWGS. GRAVELSELOWGATF MAINTAIN AREA CLEAR FOR SLIDING (ATE IN OPEN POSITION 241 %2W GATE OPERATOR PAD, GATEMANUFACTUREF TO PROVIDE CUT SHEETS AND SPECS NOTE, \ N THIS HAS BEEN PROVIDED T09HOW DESONINTENT„9TRUCWRAL ,! 1. ENGINEER TO PROVIDE SHOP DRAWINGS FOR OWNER'S AND LANDSCAPE AROHITECfS APPROVAL WITH ADEQUATE REVIEW TIME PRIOR TO CONSTRUCTION. 2. DATE DIMENSIONS PER GATE MANUFACTURER. iL REVISED PER ENTRY GATE 3. GATE MANUFACTURER TO PROVIDE SHOP DRAWINGS FOR APPROVAL PRIOR TO DESIGN CONSTRUCTION. SCALE -01011' -0' A 9 1IT .1°L FENCER FENCE SCALE-1/Z- 1'4' f �11:,a3tlE'. I ,j- METAL SPACER FOR WOOD CLEARANCE OF WHEELS. M REDWOOD FLATS TO CLAD GATEPOSTS 2 %S REDWOOD SLATE T SQUARE TUBE STEEL PER GATE MANUFACTURER I J -METAL SPACER FOR WOOD CLEARANCE OF WHEELS. T WMEELB RANTING PER LANDSCAPE PLAN SHEET L3 � II r %lrr POSTFOOTINGPER jr O1 III STRUCTURAL ENGINEERI l GATE MANUFACTURER ¢EC1bq 1Q REVISED PER ENTRY GATE N DESIGN DfE� 1. THIS DETAIL HAS BEEN PROVIDED TO SHOW DESIGN INTENT. STRUCTURAL ENGINEER TO PROVIDE SHOP DRAWINGS FOR OWNER'S AND LANDSCAPE ARCHITECTS APPROVAL WITH ADEQUATE REVIEW TIME PRIOR TO CONSTRUCTION. 2. GATE DIMENSIONS PER GATE MANUFACTURER. ' 3. GATE MANUFACTURER TO PROVIDE SHOP DRAWINGS MR APPROVAL PRIOR TO CONSTRUCTION. �a1 posy ARCHITECTURE + PLANNING 1] rmesl ®�ES16N uNmun:AecxncamE ulmluMeNO IM81N 11MICN ]It fAd,flVll. euro Im CgpeMMe GO. el d29 19FAEM6� r II.MIe mNe11111CiISIle00JMBp4 ewr m RevWro MANVIN eR Io.to.0 76 PLACER LANE 1e vAr.1w wu.ce..r.ua.m Mum mm GATE DETAILS AUTO COURT 4'7A• GATE POST PER DATE MANUFACTURER SLIDING GATE EXTENDS 15' ®FENCE 2 PAST GATE. OPENING PER GATE MANUFACTURER OUTSIDE OF GATE POST CLAD IN REDWOOD BOARDS TO MATCH A" POST PER GATE PERIMETER PENCE MANUFACTURER fXWGATE POST PER QUANTITY. AND LAYOUT OF GATEMANUFACTURER DATE POSTS PER GATE MANUFACTURER PERIMETER FENCE ON CONCRETE CURB �— CONCRETE CURB; SEE FAN CIVILDWS. �— PLANTING SFQ, REFER TO SHEET L.3- APPROAMATE, MANHOLE LOCATION, SEE CNIL DWGS. GRAVELSELOWGATF MAINTAIN AREA CLEAR FOR SLIDING (ATE IN OPEN POSITION 241 %2W GATE OPERATOR PAD, GATEMANUFACTUREF TO PROVIDE CUT SHEETS AND SPECS NOTE, \ N THIS HAS BEEN PROVIDED T09HOW DESONINTENT„9TRUCWRAL ,! 1. ENGINEER TO PROVIDE SHOP DRAWINGS FOR OWNER'S AND LANDSCAPE AROHITECfS APPROVAL WITH ADEQUATE REVIEW TIME PRIOR TO CONSTRUCTION. 2. DATE DIMENSIONS PER GATE MANUFACTURER. iL REVISED PER ENTRY GATE 3. GATE MANUFACTURER TO PROVIDE SHOP DRAWINGS FOR APPROVAL PRIOR TO DESIGN CONSTRUCTION. SCALE -01011' -0' A 9 1IT .1°L FENCER FENCE SCALE-1/Z- 1'4' f �11:,a3tlE'. I ,j- METAL SPACER FOR WOOD CLEARANCE OF WHEELS. M REDWOOD FLATS TO CLAD GATEPOSTS 2 %S REDWOOD SLATE T SQUARE TUBE STEEL PER GATE MANUFACTURER I J -METAL SPACER FOR WOOD CLEARANCE OF WHEELS. T WMEELB RANTING PER LANDSCAPE PLAN SHEET L3 � II r %lrr POSTFOOTINGPER jr O1 III STRUCTURAL ENGINEERI l GATE MANUFACTURER ¢EC1bq 1Q REVISED PER ENTRY GATE N DESIGN DfE� 1. THIS DETAIL HAS BEEN PROVIDED TO SHOW DESIGN INTENT. STRUCTURAL ENGINEER TO PROVIDE SHOP DRAWINGS FOR OWNER'S AND LANDSCAPE ARCHITECTS APPROVAL WITH ADEQUATE REVIEW TIME PRIOR TO CONSTRUCTION. 2. GATE DIMENSIONS PER GATE MANUFACTURER. ' 3. GATE MANUFACTURER TO PROVIDE SHOP DRAWINGS MR APPROVAL PRIOR TO CONSTRUCTION. �a1 posy ARCHITECTURE + PLANNING 1] rmesl ®�ES16N uNmun:AecxncamE ulmluMeNO IM81N 11MICN ]It fAd,flVll. euro Im CgpeMMe GO. el d29 19FAEM6� r II.MIe mNe11111CiISIle00JMBp4 ewr m RevWro MANVIN eR Io.to.0 76 PLACER LANE 1e vAr.1w wu.ce..r.ua.m Mum mm GATE DETAILS <23 C� Aa cy Fi fiY Vo crU tV AJ IAT C-) U) 11� cr (0 ay OMIT BOARDS 01`1 OUTSIDE 01" FENCE OMIT SVONE VENEER ON "VA OUTSIDE OF WALL CIVIL F %%% BOARDS ON ot.rrsmr, OF FENCE I ±46.2 TX--­­-- PROPERTY LJNE1 I CORNER OF WAL1. AT smNE INCIAID1 VENEER AND BOARDS ON OIFTSIDE OF FENCE STONE", VENEER CONTINUES AROUND tj 4 4 4 I SPA �0-8.3 FIRE ±4&2TX­_­.1­­­ . ...... ) �< I" TABLE 2H �i=i` WA11, STEPS h/I 8.131, W LEGEND: FENCE 1. FENCE 2 ITEM NEMKIJ EME FENCE 3 FENCE 4. +H+1+14*FHi444*1­ FEENCE 5 WALL, I AREVISED TOP OF WALL_ :rA8,3 FX 01 - 1, FIRE TABI.EELEVAT]ONS PROPER4 Y El N1: ±48.3 FIRE TABLE .... ..... BUILDING ENVEL,Of1E E_-] E-1 � NEW RESIDENCE REVISED FENCE/ WAI.J., [AYOU1. WAL-L. WIDI IF At ONG 1ILACE13 WALL. STELIS J 81 A LANE REDUCED T 1,011 SEE, ±A6.81 ..... . ..... SI IF.E'FI,-6 DELAN 3 FOF`� REVISED FENCE SLIV,"ITION 1 11 A-pi" R F.W.", WALL. STEPS ±.51 T.W. ED be n heig,'ht WAIJ., S FEF Qlz ±50 5 TX mm wren WALL . STEPS 450 1 REFERTO SHEETL: 15 s LIS FOR WA it ri�� 'EKI"LLRE SPOT T.w. PROPOSED-CONI OURS-PROVIDEDITO E'LEVATIONS t46.8 I S I GA N I NTEN1 ' I , I -- -,�,49�5'1`X I I SHOW DE TOF,,OF WALA_ W ,ti ir F Z, W 0 WALL. s rEPk) WAI-1- STET'S 6" fA.EV/VFIONS STEP I MA`fCI-1 E� GRADE ON PLACER 1.,ANE. FUEFE, Yol•, CIVIL. DWGS, FOR FINAL, GR End o, t ORMATION �,,ection w INF ZING kh, NOTES: 1) T.O\/V, REFAERSTO TOF) OF FINISI I SURFACE OF WA11. TE, FINAL_ WA11, 2) CLEVATIONS SHOWN ON P1,AN ARE APPROXIMA S 1 EL.EVATIONSTO BE COORDINATED WITH AS• BUIUr EI-EVATIONS'. 3) CONTRACT(Ai -ro VERIFY TO F) OF WALL. WrrF,I CIVII_ GRADING PLAN. CONTRACTORTO NOTIFY CIVIL AND I ANDSCAPE ARG'f IFFECTIF 11 IERE ARE ANY DISCL"ZIEPANCIES, TRUC-1 ION REQUIREMEN'rS FOR EXCAVATION ADJACENT TO 4) CONS PRO'"FEG"FED RESOURCES, PER CITY OF ASPEN PARKS DEPAR"FIVIENT: 5) ALL EXCAVA1 IONS WITH INTFIE DRIP ZONE'. WIL-L., BE RECIUIRED TO BE VI' R"I"ICAl- EXCAVATION ONI,Y WITI I NO OVER DIGGING, EXCAV/01ON"WIL.L. BE SOIL. "31ABILIZED IN A MANN ER'Ll-LAT' FIFdVENTS QVF.,R EXCAVATION OF THE-'SFTE, (3) AI .J.- R001 S SHAL1. BE CUT F,)RIOR -1-0 FULL., EXCAVAILON USING A ("LEAN, SHARP PRUNING SAW. AIA. ROOTS VVIIJ, BE CILLF FLUSH WITH 'I'LLE EXF)OSED SOII_ I-INE, TO 131" PI-AC'ED WITH IN THE 7) SIX INCHES OF, MUI.Cl-i ARE REQUIRED ZONE OF VEGETA"FION PRO"FLECTION. TFIE MUI.,CH SFiAI1.BE MAINTAINED AF A L.EVEI_ OF 6 INGFIES DURING THE ENTIRE PROJECT, ±491 W. .i":49"Fffl v ±4�,J, 751"'W' WA11, STEPS Kaff,9"WW F .. . . . . . ......... S�VM V� MC MUK" 0 AUTO (1*01JRJ vwia'n�: L '1" , 1, .Z.. . ......... . . . .. . . REVISEDPE-11PE/ I A N NTER lAYOUl. FINAL. TOP OF (;1;101:; ELEVATIONS TO BIE COOf'WINA I ED VVITtj UPDATED IVI L. GRAD I NG MAN TOP OF FENCE liTEPS 6" / %w. i:47 -3qjQ, W, 5 OMIT STONE VENEER ON OUTSIDE OFREIAINING WALL., OMIT BOARDS ON Pr OUTSIDE OF' FENCFE OMLT STONE VENEER ON OUTSIDE OF RETAINING WALL, OMIT BOAT -WIS ON OUTSIDE OF" FENCE' PROPERTY I.INE FT'-VIA [ED FENC WAL1, 1 AYO(JT 43 T.W. 4, 5 'r. w. Pd 4.7 TX _Fop( )F F`�XE_ S fflS 6" i 0 �ry 'A Am N, 4' 6' T, 3" GaU.,� hk h� @ 3" 20 Notch Scale: V 10'.0" poss ARCHITECTURE,i- PIANNING Cnntittltatli g7- Issue: 11.05,10 CONSIRIXTION DOGINENI'S REVIUD DRAWING SET 1<.i, OA1, 76 Pl,..,.A gym R LANE 76 Nam Lane Atkin C unty, Colorado PROJEC[NO: SITE FENCING PIA N Lm=42 AN TW INONYWIN A!* WENT IS ME 11RONMY Or B111 MAI (,jA f S, X T?Tt Ni AU K�M NING, PIC, No mRf Of INIS VOORWON MAY U. UW0 WNHIM 1K PRIOR WWTUR 0 RET 1 AIN �Ev 3 K il- v u AREVISED TOP OF WALL_ :rA8,3 FX 01 - 1, FIRE TABI.EELEVAT]ONS PROPER4 Y El N1: ±48.3 FIRE TABLE .... ..... BUILDING ENVEL,Of1E E_-] E-1 � NEW RESIDENCE REVISED FENCE/ WAI.J., [AYOU1. WAL-L. WIDI IF At ONG 1ILACE13 WALL. STELIS J 81 A LANE REDUCED T 1,011 SEE, ±A6.81 ..... . ..... SI IF.E'FI,-6 DELAN 3 FOF`� REVISED FENCE SLIV,"ITION 1 11 A-pi" R F.W.", WALL. STEPS ±.51 T.W. ED be n heig,'ht WAIJ., S FEF Qlz ±50 5 TX mm wren WALL . STEPS 450 1 REFERTO SHEETL: 15 s LIS FOR WA it ri�� 'EKI"LLRE SPOT T.w. PROPOSED-CONI OURS-PROVIDEDITO E'LEVATIONS t46.8 I S I GA N I NTEN1 ' I , I -- -,�,49�5'1`X I I SHOW DE TOF,,OF WALA_ W ,ti ir F Z, W 0 WALL. s rEPk) WAI-1- STET'S 6" fA.EV/VFIONS STEP I MA`fCI-1 E� GRADE ON PLACER 1.,ANE. FUEFE, Yol•, CIVIL. DWGS, FOR FINAL, GR End o, t ORMATION �,,ection w INF ZING kh, NOTES: 1) T.O\/V, REFAERSTO TOF) OF FINISI I SURFACE OF WA11. TE, FINAL_ WA11, 2) CLEVATIONS SHOWN ON P1,AN ARE APPROXIMA S 1 EL.EVATIONSTO BE COORDINATED WITH AS• BUIUr EI-EVATIONS'. 3) CONTRACT(Ai -ro VERIFY TO F) OF WALL. WrrF,I CIVII_ GRADING PLAN. CONTRACTORTO NOTIFY CIVIL AND I ANDSCAPE ARG'f IFFECTIF 11 IERE ARE ANY DISCL"ZIEPANCIES, TRUC-1 ION REQUIREMEN'rS FOR EXCAVATION ADJACENT TO 4) CONS PRO'"FEG"FED RESOURCES, PER CITY OF ASPEN PARKS DEPAR"FIVIENT: 5) ALL EXCAVA1 IONS WITH INTFIE DRIP ZONE'. WIL-L., BE RECIUIRED TO BE VI' R"I"ICAl- EXCAVATION ONI,Y WITI I NO OVER DIGGING, EXCAV/01ON"WIL.L. BE SOIL. "31ABILIZED IN A MANN ER'Ll-LAT' FIFdVENTS QVF.,R EXCAVATION OF THE-'SFTE, (3) AI .J.- R001 S SHAL1. BE CUT F,)RIOR -1-0 FULL., EXCAVAILON USING A ("LEAN, SHARP PRUNING SAW. AIA. ROOTS VVIIJ, BE CILLF FLUSH WITH 'I'LLE EXF)OSED SOII_ I-INE, TO 131" PI-AC'ED WITH IN THE 7) SIX INCHES OF, MUI.Cl-i ARE REQUIRED ZONE OF VEGETA"FION PRO"FLECTION. TFIE MUI.,CH SFiAI1.BE MAINTAINED AF A L.EVEI_ OF 6 INGFIES DURING THE ENTIRE PROJECT, ±491 W. .i":49"Fffl v ±4�,J, 751"'W' WA11, STEPS Kaff,9"WW F .. . . . . . ......... S�VM V� MC MUK" 0 AUTO (1*01JRJ vwia'n�: L '1" , 1, .Z.. . ......... . . . .. . . REVISEDPE-11PE/ I A N NTER lAYOUl. FINAL. TOP OF (;1;101:; ELEVATIONS TO BIE COOf'WINA I ED VVITtj UPDATED IVI L. GRAD I NG MAN TOP OF FENCE liTEPS 6" / %w. i:47 -3qjQ, W, 5 OMIT STONE VENEER ON OUTSIDE OFREIAINING WALL., OMIT BOARDS ON Pr OUTSIDE OF' FENCFE OMLT STONE VENEER ON OUTSIDE OF RETAINING WALL, OMIT BOAT -WIS ON OUTSIDE OF" FENCE' PROPERTY I.INE FT'-VIA [ED FENC WAL1, 1 AYO(JT 43 T.W. 4, 5 'r. w. Pd 4.7 TX _Fop( )F F`�XE_ S fflS 6" i 0 �ry 'A Am N, 4' 6' T, 3" GaU.,� hk h� @ 3" 20 Notch Scale: V 10'.0" poss ARCHITECTURE,i- PIANNING Cnntittltatli g7- Issue: 11.05,10 CONSIRIXTION DOGINENI'S REVIUD DRAWING SET 1<.i, OA1, 76 Pl,..,.A gym R LANE 76 Nam Lane Atkin C unty, Colorado PROJEC[NO: SITE FENCING PIA N Lm=42 AN TW INONYWIN A!* WENT IS ME 11RONMY Or B111 MAI (,jA f S, X T?Tt Ni AU K�M NING, PIC, No mRf Of INIS VOORWON MAY U. UW0 WNHIM 1K PRIOR WWTUR 0 RET 1 AIN