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HomeMy WebLinkAbout828-852KEY MAP NOT TO SCALE r - VICINITY MAP SCALE: 1" = 2000' NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. LOT 3 RIO GRANDE SUBDIVISION AMENDMENT TO LOT PLANNED DEVELOPMENT (PD) PLAN AMENDMENT FOR PITKIN COUNTY LIBRARY RENOVATION AND ADDITION A PARCEL OF LAND SITUATED IN SECTION 71 TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6th P.M. CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO PURPOSE STATEMENT: The purpose of this plat amendment to the Lot 3 Rio Grande Planned Development (PD) Plan is to schematically illustrate the renovation and addition to the Pitkin County Library as approved by City Council Ordinance No. 19 (Series of 2013) at Reception #591382 and as amended by City Council Ordinance No. 13 (Series of 2014) at Reception #611209 as recorded in the Clerk and Recorders Office, Pitkin County, Colorado. ASPEN CITY COUNCIL APPROVAL This amendment to Lot 3 Rio Grande Subdivision Planned Development (PD) Plan was approved by the City Council of the City of Aspen, Colorado on the 27th day of May, 2014 by Ordinance No. 13 (Series of 2014) ateception #611209 as recorded in the Clerk and Recorder Office, Pitkin County, Colorado I / , MaIQ4 Attest v I EAJW /"Leff,4,( City ClerkLinda Manning a Date 07//0 5 Date COMMUNITY DEVELOPMENT DIRECTOR APPROVAL This amendment to Lot 3 Rio Grande Subdivision Planned Development (PD) Plan w s approved by the Community Development Director of the City of Aspen, Colorado this__ a day of 2015. Community Development Director CITY ENGINEER'S REVIEW Building permit submissions shall conform to all City of Aspen Engineering standards found or referenced in the Municipal Code and this Plat was reviewed for the depiction of the Engineering Department Survey requirements this rAz4,W day -of— /2 , 2015. C ty Enginee CERTIFICATE OF OWNERSHIP Know all person by these presents that the undersigned being the owner of the property described as Lot 3 Rio Grande Subdivision according to the plat thereof recorded in Plat Book 32 at Page 83 as Reception No. 362199 as recorded in the Clerk and Recorder Office, Pitkin County, Colorado. The owner, his successors and assigns, in consideration of acceptance of this plat and land development approvals, covenants and agrees that it will join any improvement district, which benefits the property herein described, formed for the purposes of planning, designing and constructing storm drainage systems, street lighting, sidewalks, curbs and gutters and street construction, under grounding of utilities, and similar types of improvements, under an assessment formula. The above described property is the same as the property described in the title commitment issued by Westcor Land Title Insurance Company by its authorized agent Pitkin County Title, Inc. as Case No. 135624W3 dated February 23,--2012 Executed this 0 a3 day of f.,r Co r , 2015. By: Ch ` irperson Board of County Commissioners of Pitkin County Colorado 530 East Main Street Aspen, Colorado, 81611 State of Colorado ) ) ss County of Pitkin ) The foregoing instrument was acknowledged before me this �R day of A PAj 2015 by &Ae-l. F. ielko� i as Chairperson, Board of County Commissioners of Pitkin County, Colorado. vme, My Commission Expires: 7.-11,118 Wit ss My Han and Se NO TMS 3TA'FE �iF•COIARADO N tary Public Mr 4D. JULY 1177, 2018 TITLE STATEMENT The undersigned, a duly -authorized representative of a corporate tile insurer registered to do business in Pitkin County, Colorado does hereby certify, pursuant to Section 20-15(1) of the Aspen Municipal Code, that the person(s) listed as owner(s) on the plat do hold fee simple title to the within described real property, free and clear of all liens and encumbrance except those shown or described on this plat. Although we believe that facts stated are true this certificate is not to be construed as abstract of title, nor an opinion of title, nor a guaranty of title, and it is understood and agreed that Pitkin County Title, Inc. neither assumes, nor will be charged with any financial obligation or liability whatever on any statement contained hereon. Dated this -rN day of A vA , 2015. Bv-� Print Name and Title:,raftT�„ /fyY.,ii State of Colorado ) ) ss County of Pitkin ) The Title Statement hereon�s acknowledged before me this 54'11 day of by loati c `I as l i- a &A wt Pt0-V For Pitkin County Title, Inc. My commission Expires: Witnqss my hpgd and dfficial seal Notary SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 SOPRISENG@SOPRISENG.COM JOY S. HIGENS NOTARY PUBLIC STATE OF COLORADO NOTARY ID # 19944004544 MY COMMISSION EXPIRES JULY 16, 2018 Amended Plat Sheet Index Sheet 1 - Signature Page Sheet Y 1 Sheet 3 - Library Elements Sheet 4 - 1 Sheet 5 - Schematic Rendering Library Addition Sheet 6 - Schematic Site Plan Sheet 7 - Schematic Landscape Plan Sheet 8 - Schematic Building Elevations Sheet d Schematic Building Elevations Sheet 10 - Existing Floor Plans Sheet 11 - Schematic Floor Plans �L` •_rr � � 3� yam, 0 ��$ ile \ f k i17� w LOT 2 f_ S.f 3166 AMENDS �, - OT 3166 FOUND. 5 REB? ` F, TL y}t�y�F p a ' ar' a .Ise " '� � 3t,f f � ttE ;. _.,;rS, ,,.pr Po2fY y?.�'ryy ,I tLL KEY MAP NOT TO SCALE r - VICINITY MAP SCALE: 1" = 2000' NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. LOT 3 RIO GRANDE SUBDIVISION AMENDMENT TO LOT PLANNED DEVELOPMENT (PD) PLAN AMENDMENT FOR PITKIN COUNTY LIBRARY RENOVATION AND ADDITION A PARCEL OF LAND SITUATED IN SECTION 71 TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6th P.M. CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO PURPOSE STATEMENT: The purpose of this plat amendment to the Lot 3 Rio Grande Planned Development (PD) Plan is to schematically illustrate the renovation and addition to the Pitkin County Library as approved by City Council Ordinance No. 19 (Series of 2013) at Reception #591382 and as amended by City Council Ordinance No. 13 (Series of 2014) at Reception #611209 as recorded in the Clerk and Recorders Office, Pitkin County, Colorado. ASPEN CITY COUNCIL APPROVAL This amendment to Lot 3 Rio Grande Subdivision Planned Development (PD) Plan was approved by the City Council of the City of Aspen, Colorado on the 27th day of May, 2014 by Ordinance No. 13 (Series of 2014) ateception #611209 as recorded in the Clerk and Recorder Office, Pitkin County, Colorado I / , MaIQ4 Attest v I EAJW /"Leff,4,( City ClerkLinda Manning a Date 07//0 5 Date COMMUNITY DEVELOPMENT DIRECTOR APPROVAL This amendment to Lot 3 Rio Grande Subdivision Planned Development (PD) Plan w s approved by the Community Development Director of the City of Aspen, Colorado this__ a day of 2015. Community Development Director CITY ENGINEER'S REVIEW Building permit submissions shall conform to all City of Aspen Engineering standards found or referenced in the Municipal Code and this Plat was reviewed for the depiction of the Engineering Department Survey requirements this rAz4,W day -of— /2 , 2015. C ty Enginee CERTIFICATE OF OWNERSHIP Know all person by these presents that the undersigned being the owner of the property described as Lot 3 Rio Grande Subdivision according to the plat thereof recorded in Plat Book 32 at Page 83 as Reception No. 362199 as recorded in the Clerk and Recorder Office, Pitkin County, Colorado. The owner, his successors and assigns, in consideration of acceptance of this plat and land development approvals, covenants and agrees that it will join any improvement district, which benefits the property herein described, formed for the purposes of planning, designing and constructing storm drainage systems, street lighting, sidewalks, curbs and gutters and street construction, under grounding of utilities, and similar types of improvements, under an assessment formula. The above described property is the same as the property described in the title commitment issued by Westcor Land Title Insurance Company by its authorized agent Pitkin County Title, Inc. as Case No. 135624W3 dated February 23,--2012 Executed this 0 a3 day of f.,r Co r , 2015. By: Ch ` irperson Board of County Commissioners of Pitkin County Colorado 530 East Main Street Aspen, Colorado, 81611 State of Colorado ) ) ss County of Pitkin ) The foregoing instrument was acknowledged before me this �R day of A PAj 2015 by &Ae-l. F. ielko� i as Chairperson, Board of County Commissioners of Pitkin County, Colorado. vme, My Commission Expires: 7.-11,118 Wit ss My Han and Se NO TMS 3TA'FE �iF•COIARADO N tary Public Mr 4D. JULY 1177, 2018 TITLE STATEMENT The undersigned, a duly -authorized representative of a corporate tile insurer registered to do business in Pitkin County, Colorado does hereby certify, pursuant to Section 20-15(1) of the Aspen Municipal Code, that the person(s) listed as owner(s) on the plat do hold fee simple title to the within described real property, free and clear of all liens and encumbrance except those shown or described on this plat. Although we believe that facts stated are true this certificate is not to be construed as abstract of title, nor an opinion of title, nor a guaranty of title, and it is understood and agreed that Pitkin County Title, Inc. neither assumes, nor will be charged with any financial obligation or liability whatever on any statement contained hereon. Dated this -rN day of A vA , 2015. Bv-� Print Name and Title:,raftT�„ /fyY.,ii State of Colorado ) ) ss County of Pitkin ) The Title Statement hereon�s acknowledged before me this 54'11 day of by loati c `I as l i- a &A wt Pt0-V For Pitkin County Title, Inc. My commission Expires: Witnqss my hpgd and dfficial seal Notary SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 SOPRISENG@SOPRISENG.COM JOY S. HIGENS NOTARY PUBLIC STATE OF COLORADO NOTARY ID # 19944004544 MY COMMISSION EXPIRES JULY 16, 2018 Amended Plat Sheet Index Sheet 1 - Signature Page Sheet 2 - Improvement Survey Sheet 3 - Library Elements Sheet 4 - Existing Conditions Survey Sheet 5 - Schematic Rendering Library Addition Sheet 6 - Schematic Site Plan Sheet 7 - Schematic Landscape Plan Sheet 8 - Schematic Building Elevations Sheet 9 - Schematic Building Elevations Sheet 10 - Existing Floor Plans Sheet 11 - Schematic Floor Plans AMENDED PLAT DIRECTORY Property Owner: Board of County Commissioners of Pitkin County, Colorado c/o Pitkin County Manager 530 l=ast Main Street Aspen, Colorado 81611 Applicant: Pitkin County Library Board of Trustees c/o Pitkin County Library Director 120 North Mill Street Aspen, Colorado 81611 A rah itnrt- Snowden and Hopkins Architects, PC c/o Pamela Hopkins, Project Architect 51 Eagle Road #3 Vail, Colorado 81620 Surveyors: Sopris Engineering 502 Main Street, Suite A3 Carbondale, Colorado 81623 CLERK AND RECORDERS CERTIFICATE I hereby certify that this Amendment to Lot 3 Rio Grande Subdivision Planned Development (PD) Plan was accepted for recording in the Office of the Clerk and Recorder of Pitkin County, Colorado,aL.o'clock on this _� day of 2015 and is duly recor ed in Plat Book I^ at Page it 1 00,0406. 4y IF as Reception No. 4 AA Pitkin County CArk an—dReic—oifler sb RAB 11228 01-30-2015 M:\3 END SHEET 1 KEY MAP NOT TO SCALE NOTES: 1) Date of survey: July 2008 - March 2009, Updated December 2011 & April 2014. 2) Date of preparation: December 2008 -March 2009, Updated December 2011 & April 2014. 3) Basis of bearing: A bearing of S 75°05'40" E between the Southwesterly property corner of Lot 1, The Rio Grande Subdivision, monumented by a nail and washer L.S. No. 13166 and the Northeasterly property corner of Lot 4, The Rio Grande Subdivision and Pitkin County Center Subdivision Lot Line Adjustment Plat, monumented by a nail and washer L.S. No. 13166. 4) Basis of survey: The Official Map of the City and Townsite of Aspen, prepared by G.E. Buchanan, dated December 15, 1959, Pitkin County Center Subdivision, recorded September 2, 1982 in Plat Book 13 at page 83 as Reception No. 243934, The Rio Grande Subdivision, recorded October 18, 1993 in Plat Book 32 at page 83 as Reception No. 362199, The Pitkin County Center Subdivision Lot Line Adjustment Plat, recorded July 5, 2002 in Plat Book 61 at page 19 as Reception No. 469504, The condominium map of Mill Street Condominiums, recorded June 14, 2001 in Plat Book 57 at page 93 as Reception No. 455433, various documents of record and the found subdivision lot and block corner monuments as shown. 5) Basis of elevation: The City of Aspen GPS control monumentation map prepared by Marcin Engineering, dated December 12 2009, and revised July 13, 2010, which is based on an elevation of 7720.88' (NAVD 1988) on the NGS station "S-159". This established a site benchmark with an elevation of 7911.0' on the found nail and W.C. washer L.S. #13166 (on top of retaining wall) monumenting the Southeasterly boundary corner of Lot 1, The Rio Grande Subdivision, as shown. 6) This survey does not constitute a title search by Sopris Engineering, LLC (SE) to determine ownership or easements of record. For all information regarding easements, right-of-way and/or title of record SE relied upon the items listed in Note 4 and the Title Commitment prepared by Pitkin County Title, Inc., Case No. 135624W3 effective date February 23, 2012. 7) Contour interval equals one foot. 8) According to the Federal Emergency Management Agency F.E.M.A. utilizing the Flood Insurance Rate Map F.I.R.M. panel 08097c0204c with an effective date of June 4, 1987 the entire boundary of the subject property is Zone X (non -shaded) and defined as outside the 500 year flood plain. GENERAL UTILITY NOTES: 1. The locations of underground utilities have been plotted based on utility maps, construction/design plans, other information provided by utility companies and actual field locations in some instances. These utilities, as shown, may not represent actual field conditions. It is the responsibility of the contractor to contact all utility companies for field location of utilities prior to construction. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. IMPROVEMENT SURVEY PLAT/TOPOGRAPHICAL MAP OF: LOT 301 RIO GRANDE SUBDIVISION A PARCEL OF LAND SITUATED IN SECTION 7, TOWNSHIP 10 SOUTH RANGE 84 WEST OF THE 6th P.M. CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO FOUND NAIL & WA �\ L.S. 416129 73.70' R.O.W. W W 53" W 1T 00 MILL STREET CONDOS RECEPTION No. 455433 PARCEL 1 FOUND #5 REBAR & PLASTIC W.C. CAP L.S. #28643 (2.0') e L— BUILDING IMPROVEMENT RESTRICTION EASEMENT RECEPTION No. 447322 MILL STREET CONBOS RECEPTION No. 455433 PARCEL 2 FOUND #5 REBAR PLASTIC W.C. CAP L.S. #28643 (1.0') -PITKIN COUNTY NEGATIVE EASEMENT - PER ORDINANCE #033-2000 RECORDED AS RECEPTION No. 447320 20.00' 20' INGRESS do EGRESS EASEMENT PER PLAT OF RIO GRANDE SUBDIVISION RECORDED IN BOOK 32 SHOWN ON PAGE 84 LOT 3 RIO GRANDE SUBDIVISION 24,922 sq. ft. 0.5 72 acres 120 NORTH MILL STREET PITKIN COUNTY LIBRARY TWO—STORY BRICK EXTERIOR L N75009'11'V - - FOUND NAIL 20.39' R.O.W. & WASHER L. S. #28643 AfILL & MAIN LLC. RECEPTION No. 204085 20 GRAPHIC SCALE 0 10 20 40 ❑ _ _S� 75°09'11 " E I I4'x 24' I EXCLUSIVE TERMINABLE BRIDGE & PEDESTRIAN EASEMENT RECEPTION No. 447321 - (CENTERED OVER wills PITKIN COUNTY LIBRARY EXPANSION EASEMENT, A, RECORED AS RECEPTION NO. 383116 (SEE SHEET 3) FOUND NAIL & W.C. WASHER L.S. #13166 ON TOP OF WALL ELEVATION = 7911.0' 152. SCALE: 1" = 2000' LOT 2 AMENDED PROPERTY DESCRIPTION: RIO GRANDE (PER TITLE COMMITMENT) SUBDIVISION RECEPTION No. 469504 Lot 3, 41,016 sq. ft. Rio Grande Subdivision, 0.942 acres A part of the Southwest 1/4 of Section 7, Township 10 South, Range 84 West of the Sixth Principal Meridian, City of Aspen, Colorado according to the Plat thereof recorded in Plat Book 32 at Page 83 in the Pitkin County Clerk and Recorder's Office, reserving however, that certain 20 -foot ingress and egress easement as shown on LIGHT AND AIR EASEMENT the Rio Grande Subdivision Plat for Lot 3 recorded in Plat Book 32 at Page 84. (SEE SHEET 3) City of Aspen O'� O County of Pitkin State of Colorado / FOUND NAIL) X. to ALLEY BLOCK 86 20.39 R.O.W. & WASHER \o L.S. #28643 O .+P GALENA LOFTS RECEPTION No. 484250 O 1392.27' PPS -5 GALENA & HOPKINS GALENA PLAZA CONDOAfINIUAfS RECEPTION No. 524423 5 ( IN FEET ) 1 inch = 20 ft. SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 SOPRISENG@SOPRISENG.COM e0 SURVEYOR'S CERTIFICATE I hereby state that this Improvement Survey Plat was prepared by Sopris Engineering, LLC (SE) for BOARD OF COUNTY COMMISSIONERS OF PITKIN COUNTY and PITKIN COUNTY TITLE, Inc. I furthermore state that the improvements on the above described parcel on this date, April, 2014 except utility connections are entirely within the boundaries of the parcel except as showfi,'t2 idt there are no encroachments upon the described premises by improvements on any adjoining premises, except as indicated, and that there is no apparent evidence or sign of any easement crossing or burdening any part of said parcel, except as noted. I furthermore state that the control precision is greater than 1 in 10, ; U at this property is subject to reservations, rest,* is and easements of record or in place. s �aIQ Mark S. Beckler sb RAB 11228 01-30-2015 M:\3 SHEET 2 END LOT 3-RIO_GRANDE.dwg -fto i LOT 1 BASIS OF BEARING. - S 7505'40"z ROJECT BE CHMAR 4 L.S. o61 LEEKER ------AIL AND WASHER':; LS. #13166 LOT 2 -- E- AMENDED LOT 1 w AMENDED PCC SUB FOUND NAIL do PLASTIC CAP \su `-LSA PLLEGIBLE x r Ix ` FOUND NAIL i Ix . Z z & MG. WASHE S. #13166 I FOUND f5 REBAR PLASTIC CAP L.S. #ILLEGIBLE MAIN STREET z KEY MAP NOT TO SCALE NOTES: 1) Date of survey: July 2008 - March 2009, Updated December 2011 & April 2014. 2) Date of preparation: December 2008 -March 2009, Updated December 2011 & April 2014. 3) Basis of bearing: A bearing of S 75°05'40" E between the Southwesterly property corner of Lot 1, The Rio Grande Subdivision, monumented by a nail and washer L.S. No. 13166 and the Northeasterly property corner of Lot 4, The Rio Grande Subdivision and Pitkin County Center Subdivision Lot Line Adjustment Plat, monumented by a nail and washer L.S. No. 13166. 4) Basis of survey: The Official Map of the City and Townsite of Aspen, prepared by G.E. Buchanan, dated December 15, 1959, Pitkin County Center Subdivision, recorded September 2, 1982 in Plat Book 13 at page 83 as Reception No. 243934, The Rio Grande Subdivision, recorded October 18, 1993 in Plat Book 32 at page 83 as Reception No. 362199, The Pitkin County Center Subdivision Lot Line Adjustment Plat, recorded July 5, 2002 in Plat Book 61 at page 19 as Reception No. 469504, The condominium map of Mill Street Condominiums, recorded June 14, 2001 in Plat Book 57 at page 93 as Reception No. 455433, various documents of record and the found subdivision lot and block corner monuments as shown. 5) Basis of elevation: The City of Aspen GPS control monumentation map prepared by Marcin Engineering, dated December 12 2009, and revised July 13, 2010, which is based on an elevation of 7720.88' (NAVD 1988) on the NGS station "S-159". This established a site benchmark with an elevation of 7911.0' on the found nail and W.C. washer L.S. #13166 (on top of retaining wall) monumenting the Southeasterly boundary corner of Lot 1, The Rio Grande Subdivision, as shown. 6) This survey does not constitute a title search by Sopris Engineering, LLC (SE) to determine ownership or easements of record. For all information regarding easements, right-of-way and/or title of record SE relied upon the items listed in Note 4 and the Title Commitment prepared by Pitkin County Title, Inc., Case No. 135624W3 effective date February 23, 2012. 7) Contour interval equals one foot. 8) According to the Federal Emergency Management Agency F.E.M.A. utilizing the Flood Insurance Rate Map F.I.R.M. panel 08097c0204c with an effective date of June 4, 1987 the entire boundary of the subject property is Zone X (non -shaded) and defined as outside the 500 year flood plain. GENERAL UTILITY NOTES: 1. The locations of underground utilities have been plotted based on utility maps, construction/design plans, other information provided by utility companies and actual field locations in some instances. These utilities, as shown, may not represent actual field conditions. It is the responsibility of the contractor to contact all utility companies for field location of utilities prior to construction. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. IMPROVEMENT SURVEY PLAT/TOPOGRAPHICAL MAP OF: LOT 301 RIO GRANDE SUBDIVISION A PARCEL OF LAND SITUATED IN SECTION 7, TOWNSHIP 10 SOUTH RANGE 84 WEST OF THE 6th P.M. CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO FOUND NAIL & WA �\ L.S. 416129 73.70' R.O.W. W W 53" W 1T 00 MILL STREET CONDOS RECEPTION No. 455433 PARCEL 1 FOUND #5 REBAR & PLASTIC W.C. CAP L.S. #28643 (2.0') e L— BUILDING IMPROVEMENT RESTRICTION EASEMENT RECEPTION No. 447322 MILL STREET CONBOS RECEPTION No. 455433 PARCEL 2 FOUND #5 REBAR PLASTIC W.C. CAP L.S. #28643 (1.0') -PITKIN COUNTY NEGATIVE EASEMENT - PER ORDINANCE #033-2000 RECORDED AS RECEPTION No. 447320 20.00' 20' INGRESS do EGRESS EASEMENT PER PLAT OF RIO GRANDE SUBDIVISION RECORDED IN BOOK 32 SHOWN ON PAGE 84 LOT 3 RIO GRANDE SUBDIVISION 24,922 sq. ft. 0.5 72 acres 120 NORTH MILL STREET PITKIN COUNTY LIBRARY TWO—STORY BRICK EXTERIOR L N75009'11'V - - FOUND NAIL 20.39' R.O.W. & WASHER L. S. #28643 AfILL & MAIN LLC. RECEPTION No. 204085 20 GRAPHIC SCALE 0 10 20 40 ❑ _ _S� 75°09'11 " E I I4'x 24' I EXCLUSIVE TERMINABLE BRIDGE & PEDESTRIAN EASEMENT RECEPTION No. 447321 - (CENTERED OVER wills PITKIN COUNTY LIBRARY EXPANSION EASEMENT, A, RECORED AS RECEPTION NO. 383116 (SEE SHEET 3) FOUND NAIL & W.C. WASHER L.S. #13166 ON TOP OF WALL ELEVATION = 7911.0' 152. SCALE: 1" = 2000' LOT 2 AMENDED PROPERTY DESCRIPTION: RIO GRANDE (PER TITLE COMMITMENT) SUBDIVISION RECEPTION No. 469504 Lot 3, 41,016 sq. ft. Rio Grande Subdivision, 0.942 acres A part of the Southwest 1/4 of Section 7, Township 10 South, Range 84 West of the Sixth Principal Meridian, City of Aspen, Colorado according to the Plat thereof recorded in Plat Book 32 at Page 83 in the Pitkin County Clerk and Recorder's Office, reserving however, that certain 20 -foot ingress and egress easement as shown on LIGHT AND AIR EASEMENT the Rio Grande Subdivision Plat for Lot 3 recorded in Plat Book 32 at Page 84. (SEE SHEET 3) City of Aspen O'� O County of Pitkin State of Colorado / FOUND NAIL) X. to ALLEY BLOCK 86 20.39 R.O.W. & WASHER \o L.S. #28643 O .+P GALENA LOFTS RECEPTION No. 484250 O 1392.27' PPS -5 GALENA & HOPKINS GALENA PLAZA CONDOAfINIUAfS RECEPTION No. 524423 5 ( IN FEET ) 1 inch = 20 ft. SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 SOPRISENG@SOPRISENG.COM e0 SURVEYOR'S CERTIFICATE I hereby state that this Improvement Survey Plat was prepared by Sopris Engineering, LLC (SE) for BOARD OF COUNTY COMMISSIONERS OF PITKIN COUNTY and PITKIN COUNTY TITLE, Inc. I furthermore state that the improvements on the above described parcel on this date, April, 2014 except utility connections are entirely within the boundaries of the parcel except as showfi,'t2 idt there are no encroachments upon the described premises by improvements on any adjoining premises, except as indicated, and that there is no apparent evidence or sign of any easement crossing or burdening any part of said parcel, except as noted. I furthermore state that the control precision is greater than 1 in 10, ; U at this property is subject to reservations, rest,* is and easements of record or in place. s �aIQ Mark S. Beckler sb RAB 11228 01-30-2015 M:\3 SHEET 2 END LOT 3-RIO_GRANDE.dwg in �► ; LOT 1� a i; BASIS OF BEARIN S 75'05'40" E I LOT 5 ROJECT BENCHMAR F A Clf L.S. - NAIL AND WASHER ER F L.S. #13166 ....' - L LOT 2 '. i% AMENDED LOT 1 DED w F - i 1 PCC (� FOUND NAIL 1 LASTIC CAP ,:. ILLEGIBLE E" FOUND NAIL &I[ C._VYASHE Z { L.S. #131616 FOUND 5 REBAR I ' & PLA,S7IC CAP 1 L.S. GIBLE MAIN STREET z KEY MAP NOT TO SCALE NOTES: NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. LIBRARY EASEMENTS LOT 311 RIO GRANDE SUBDIVISION A PARCEL OF LAND SITUATED IN SECTION 7, TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6th P.M. CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO EASEMENT A, (CONTRUCTION/LIBRARY EXPANSION EASEMENT) EASEMENTS 61 & B2, (CONSTRUCTION ACCESS &ROOF MODIFICATION EASEMENTS) EASEMENT LIGHT AND AIR IGPS-6 GARMISCH & HOPKI NS N 75006'53" W N75'09'11"W 21.97' MILL STREET CONDOS ,RECEPTION No. 455433 PARCEL > MILL & MAIN LLC. RECEPTION No. 204085 20 0 MILL STREET CONDOS I w RECEPTION No. 455433 PARCEL 2 0 I I I I I I I 1 1 i i i I I I CONSTRUCTION & ROOF MODIFICATION EASEMENT, B2 S14°46'31"W 3.00' POINT OF BEGINNING 3.00' EASEMENT B2 S75012'04"E 44.00' WESTERLY BOUNDARY OF LOT 2/EASTERLY WALL OF j LIBRARY/* LIBRARY LOT 3 SUB-GRADE/WESTERLY GARAGE WALL RIO GRANDE SUBDIVISION j ��i; !i LOT 2 AM.�'NDL'D 24,922 sq. ft. �/ j j RIO GRANDE 0.572 acres PITKIN COUNTY LIBRARY /j/// SUBDIVISION EXPANSION EASEMENT, A, RECORED AS RECEPTION jj RECEPTION No. 469504 / / / 120 NORTH MILL STREET NO. 383116 �/ �/ /j PITKIN COUNTY LIBRARY 41, 016 Sq. ft. TWO—STORY BRICK EXTERIOR o j jj jjj jj 0.942 acres S75'13'29"E 17.60' m t / LIGHT AND AIR EASEMENT ABOVE GRADE / EXTERIOR BUILDING z V WALL j EXISTING ELECTRIC TRANSFORMER ci / Co d � POINT OF BEGINNING EASEMENT A POINT OF BEGINNING CONSTRUCTION & ROOF EASEMENTANDA R� / MODIFICATION EASEMENT, B1 LIGHT to N Ba GRAPHIC SCALE 10 20 40 __j --- - --- ( IN FEET ) 1 inch = 20 ft. SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 SOPRISENG@SOPRISENG.COM 80 �l�1 O'I�:6'eI%•i.:''%IMA •:17 !�:'.'r':�:'�i'�t: GPS -5 GALENA & HOPKI NS PLAZA tNIUMS No. 524423 GALENALOUTS RECEPTION No. 484250 Q I LEGEND: Y -9G _M0�MM%0M,q PITKIN COUNTY LIBRARY EXPANSION EASEMENT, A - RECORDED AT RECEPTION NO. 383116 CONSTRUCTION & ROOF MODIFICATION EASEMENT, B1 - RECORDED AT RECEPTION NO. `�L-7V 17=_-1-7 0REG/EMM CONSTRUCTION & ROOF MODIFICATION EASEMENT, B2 - RECORDED AT RECEPTION NO. &172 9 pU 'QHS. BFC/r< 6 /j/ EASEMENT LIGHT AND AIR - RECORDED AT RECEPTION NO. A& YAJ �,,., Mark S. Beck oNA�� •�� P Im%f/ SHEET sb RAB 11228 01-30-2015 M:\3100dwgs\11228\EX\11228-AMEND_LOT_3-RIO—GRANDI GRAPHIC SCALE 020 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. GENERAL UTILITY NOTES: 1. The locations of underground utilities have been plotted based on utility maps, construction/design plans, other information provided by utility companies and actual field locations in some instances. These utilities, as shown, may not represent actual field conditions. It is the responsibility of the contractor to contact all utility companies for field location of utilities prior to construction. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. IMPROVEMENT SURVEY PLAT/TOPOGRAPHICAL MAP OF: TREE CHART LOT 3,1 RIO GRANDE SUBDIVISION (CALIPER =" X DRIP DIAMETER =') 10 SOUTH RANGE 84 WEST O F T H E 6th P.M. 51) 4"X 12' MAPLE AA) 6"X 12' MAPLE A) 15"X 25' COTTON WOOD A PARCEL OF LAND SITUATED IN SECTION 7, TOWNSHIP 52) 6"X 20' PINE AB) 14"X 20' COTTON WOOD B) 4"X 15' MAPLE E N COUNTY O F P I T K I N STATE O F COLORADO 53) 6"X 20' PINE AC) 14"X 20' CRAB APPLE C) 4"X 15' MAPLE CITY OF ASP 54) 6"X 20' PINE AD) 6"X 8' SPRUCE D) 3"X 12' JUNIPER FINISH FLOOR RECEPTION No. 44/.5YL - -` AIR 55 4"X 15' MAPLE E 6"X 25' MAPLE I v rj � � CONDITIONERS ) �� � AE) 14"X 20' DECIDUOUS �� (n n ELEV. = 7898.1 3 �° X% F 6 X 25 MAPLE d PL NTE .4 sifILL STREET CONDOS �' ArILL STREET CONDOS ) ( ) ° � 6) 0 20'SPRUCE AF 6"X 30' DECIDUO 5 1 X 2 SPRUCE US 2 RECEPTION No. 455433 RECEPTION No. 455433 ,,, DOWN k 7896 -le Q, ) 10"X 20' SP 14"X 15' SPR I ° <,, °< COVERED WALKWAY C .0 .0 c °` ° 58 14 X 25 SPRUCE AG) UCE G) 3"X 15' JUNIPER PARCEL > PARCEL 2 ° o a ° ) " ) 16 X 25 DECIDUOUS H) 10"X 25' SPR < _ ° UCE 3 415 RIO GRANDE PLACE AH U �„ 210 NORTH MILL STREET ,< ° " " " ' TWO STORY BRICK THREE STORY BRICK ° a ° 59) 12 X 20 SPRUCE AI) 12 X 30 MAPLE I) 10 X 25 SPRUCE < 41 COVE ED CONC. OFFICE BUILDING OFFICE BUILDINGS ry <° ° PER LEVEL ARKI G - e ° < ° CURd < 60) 12"X 20' SPRUCE AT) 12"X 30' CRAB APPLE J) 10"X 30' SPRUCE cn (COMMUNITY BANK) WALKWAY G ° ONCR ° ° j W/RAILING ,� A ^°j 5n < °.` < < ° yf ° ° ° 61) 12"X 20' SPRUCE AU) 3"X 15' CRAB APPLE K) 10"X 30 SPRUCE EX -STORM A OLE ' 77.8' _ , RIM = 789 F DOWN b 5 O O OIXI ,� > >o� r I I _ I r _ I I - 1 =' I r •��•-- lO I - � �- r r -a 70) 14"X 35 COTTON AV) 3"X 15 CRAB APPLE L) 10"X 30 SPRUCE ui 51.5' S2 S�p LANDSCAPE 71) 6"X 12' MAPLE AW) 24"X 40' SPRUCE M) 10"X 30' SPRUCE / 3 -�. _... _ I RETAINING T _ ___ ti 72) 6"X 12 MAPLE AX) 18"X 30 SPRUCE N) 9"X 10 SPRUCE V WALL ELEC _ °j FEN E r _ EL m 4 0 . ti - 9k. ,°_ . 02 o.�d BOX TOP LEVEL ) ,� ) CONC. CURB RETAINING WALL ° ` ' X 7g� ,' os ' 73 6 X 12 MAPLE BG 6 X 10 MAPLE O) 7 X 8 SPRUCE l/ ° , < AND GUTTER 20'a 11Q0R11 WffS5G§ESWE4SE MMENT o � ' .00 BENCH a 74) 4"X 15 MAPLE BH) 8 X 20 CRAB APPLE P) 10 X 12 SPRUCE (� or a . ° ° PER PERTPONTROF =NDE4WBESVB1DtMS10N ' ° .. �O:OQ' `° ( ) - I z� E--I'� < r. �P' .o° - -- - �0 75) 3 X 10 JUNIPER BI) 8"X 25 CRAB APPLE Q) 10"X 12 SPRUCE W N < m o g _ ° ° ° RECG014DfEB4lml�Qt�CS8�1�4MMVFi�116EP°6E"84 _ 1 _ y o �o� �" 76) 6"X 18' MAPLE BJ) 10"X 30' CRAB APPLE R) 6"X 10' MAPLE W ca io 3 Q� 9 < 16.4 r 15.0 X8.5 ^ 13.7 041 0 19.9 o I7In s, s� 77) 6"X 18' MAPLE BK) 12"X 30' CRAB APPLE S) 14"X 20' COTTON WOOD 8 41 41 < '04.0 22.9' r- • ° W,Yy F-� o• a ° ^°c ^o o a i a LIGHT & AIR EASEMENT ^�' v, a '` 0 0 0 0 0 0 0 0 - "' 78) 3"X 12' JUNIPER BL) 12"X 25' CRAB APPLE T) 6"X 10' SPRUCE It- v� <' FLAGSTON FINISH FLOOR - • (SEE SHEET 3) EX-DRYWELL, , ,' . _ . 93 6"X 12 MAPLE BU 15"X 20 COTTON WOOD U 6 X 8 ASPEN 2 3.0 WALKWAY)) ( ) ELEV. = 7892.23.1 5 ^ I X ® N INV.=7907.8 - OUS GRATE 7909 0 ° EX -STORM INLET M �jNlSH FLOOR 2 0 x o l X90 'gog os x 94) 16"X 45' COTTON BV) 19"X 25' COTTON WOOD V) 6"X 15'DECIDUOUS EX -STORM INLET O GRATE = 7891.9' 2. ' i7 gO9 �s °s a 95 12"X 30' COTTON 8' ASPEN = 7894.3' � � tD ELEV. = 7892.3 y CON UCTI N EASEMENT o ) BW) 25 X 35 COTTON WOOD W) 6 X 8 ASPEN INV. = 7889.9' LOT 3 °9. I V. = 7890.0' "' ' 1 " S SHEET 3 EX -STORM INLET �' V z 7sos.1� { LANDSCAPE ABOVE 96) 6"X 12' MAPLE BX) 25"X 35' COTTON WOOD X) 7"X 8' PINE � ,. o o x 0.7' GRATE = 7892.1' RIO GRANDE' 2 p of PARKING BELOW 97) 16"X 45' COTTON BY) 4"X 12' MAPLE Y) 8"X 20' DECIDUOUS co �' rNv. = 7891.1' 2.0 7909. 01, LOT 2 A�IL'NDL'D 0.7' SUBDIVISION LANDSCAPEN 6" CONC. 98 3"X 9 MAPLE BZ) 6"X 10' SPRUCE Z) 12"X 20' COTTON WOOD EX -STORM MANHOLE g I Li 24, 922 SCJ. ft. c ' GRATED W WALL MO NT RIO GI�ANDL' LINER 99) 15"X 25' COTTON RIM = 7895.4' i SHAFT VENT 0.572 acres `° Q -� 0 LITE (�) SUBDIVISION 7893.4' 7 A. INV. = 7889.4' 0 120 NORTH MILL STREET 2.0 , RECEPTION No. 469504 �' ° � iii 0.T i a 2.0 0' �9 gj 41, 016 sq. ft. DRAIN -soe y � 7 0.7' PITKIN COUNTY LIBRARY sos.sl °.' 73.70' ® g. � TWO-STORY BRICK EXTERIOR 0.942 acres (TYP-) R.O. ��°� 9' , ,�9.o�g I► �9 �g089g CONSTRUCTION & ROOF MODIFICATION `�� 00 io FINISH FLOOR7g�o' EAS EE SHEET 3) ' ` r o 12.1' ci o o ELEV 7909 0 • ENT (S ` �. x EM 7.5' ri of 9.1' ' _ Z >90 EX-DRYWELL 4.0' a 4.0 W o Bs �. -- < STEPS 9 g0 9S. U ?do 'I � GRA SEMI -CIRCLE a 7909.04' x (n r WV � pj X � �N _>.�, INV 7911.6' SEATING �o� EX-DRYWELL o 1 �IGE�iHANG ► Q U, a 4.9' > °f o�g o��2 9'� `' so04 x �g ,�ry� GRATE =7913.3' _----'- !55 y' X �T� :. to ('�'.�• 0 op /4909�0; \��' tiry INV -=T911.6 t COLUMN ,n 9` SHED -- r g o,� s� Af _----`----, i CONC. q-7 f0 - fo f0 SPH SIDEWALK e cn ° J / Oji M ELECT. )9 \,� - y91b.221 STAIRS L V 1 ° < �� o� r >> o PLUG os, _ i �� �TY') g , o A K A •: .� F,1, r EXHAUST ~ CONC. CURB 5.T 2.0' ( PIPE I s, j ,� -STORM AND GUTTER\'.S__ _ P _ _ 9' CONC. G CURB; y_� i1 r r ECE J 2 AND U1 R ,o ' EL ST79 6 0 L T I ,. ,� \ 9 0 0 9os - c, - NV. =7902.5' '4 ° �� ° CONCk6T E t BOX BENCH 4O' 30 / _! _ ; # ' , WALKWAYS,- 7912.23' " " J. 9� t ACRE a RETAINING LANDSCAPE ( ` o° d' ° COLUMN °° '' Li o GRATED 90 1 r -: ALK SEWER MANHOLE 8-36 p ° WALL 1\ I e ass 0�9 0 ; > ` ° 2.1' 2.0 SHAFT r v ?f ° o- RIM EL. 7902.34 3 J� d 02.0' 20 1 x�^? VENT K ��09 SLWER°)4IANHbLt B=3D -.- Z g fir DRAIN INV. EL. 7892.11 <° ® BEN,eWH -. RIM EL, - 7908,82 < •-� d o 70 (TYP.) INV.` EL_ = 789�.�5a. ° Z ° . °° qq ii 3' 2.0' 3 N-DRYWELL .05' ° JJ ° - o •o ^ ( a , ATE=7910.2' m ° _ EY-ST'DRMa INLET $• U LI ' 1903 Li i7 0 0 0 o ih o n'0 N - 4' % _ ° ° '►90 N 7901 T 901. 0� ° w�.]' 13.5' cV 0oi 20.0' ON 13.5' E t V. - 7907. �; / FL -0 79.07.E ��OLLE f0 CON( of o ° d 9' `' °' d O as, °' ° NV. 7903. _ a r o 04 3 0 9fi ` b° �.3$ a g WALK SEWER MANHOLE B-4 1g g 4. -.� - -_ Q . og r �Y RIM EL. = 7903.34 901319 7 01. �o : , ° x CONC: AR ° < _ ut. �o� {. U{a A. LIBRA 7 ° 9° y� u t u°t: -- -gQ�K IN g u $ U^ g 5, 6AE ° INV. EL. = 7892.66 r- .� __� ut g Ali ' Qut 9 90 ° R X s -- 190S 11 ` Y s - 79o3s3' I 1 'W cONC. RETANINO WALL f 152.3,7 > > o ° I S o �go�. v�e_os,, U o 0 0, U o> U{-��� Ueut ut t ue ue ue �Ue su R 20.3 UfaAUE OCK 86 7902.1 SS SS SS SS SS SS SS SS SS SS 3 'w. SS \ J U{ a SS20.39' SS SS SS SS SS SS SS U SS ' ,� N ° •, F- O.W. ut u ut -- ut _ ut --�- ut u $ u d UC Nj u CONC. CURB ` ego? �`� X�9p5 9��1 U U U C U U x.22 U 35'{G U U t _5°g U C . 9. tO 13.1' �° 9.0' ao 36.3 AND GUTTER 7902. 0 0 o C 5 p X 790330' ^ ^ m SEWER MANHOLE 13 o g ^ 0 0 DRIVE RU x CONC. CURB A D RIM EL. = 7908.47 CONC. APRON, TAI CONC. WA UTTER END HE E INV. EL. �jWj" LOFTS ' 0 / SEWER MANHOLE SMH $ M EL.- N SEWER ANHOLE B C RECEPTION o. 484250 ° INT V. EL. = 79007 6 �o `,i// RIM EL. 7903.04 ° : o a _ o r�i SEWER MANHOLE B-4.1 : INV. DRP EL. = 78 Xa9 °oo ID co _ SEWER MANHOLE C -f g' INV. DR RIM EL = 7902.77 I 7894.79 _ RIM L. = 7909.20 74.00' WV O INV. EL. = 7893.71 I 3a INV. EL = 7899.11 ST IRS / �9og. a re ° X ° a 1392.27' � .�, 1 60.3' �4 ,moo, 7 g g _ i ' _ PTKIN COUNTY ° < I ° ° e -= a FINISH FLOOR h < ° - a 2 STONE E MILL &MAIN LLC. W W ELEV. = 7917.2 06 MA os U RECEPTION No. 204085 9, PARKING GALENA PLAZA 1 S 8 3 X�90 CONDOMINMAIS O �I DRAIN LOWER LEVEL off. < ' o ECEPTION No. 524423 IImo�•. T�r 0.7' ELEV. = 7906.6 O � M ° W a ®. w 0.6' Ca 114 X90$. Mr e. I N 3 ° U W LANDSCAPEA v 9.0' 0 13.3' p 8.9' °'•5.8' `t 24. n qo FW- Ul LU A U Z STAIRS U F- 3 _ MONUMENT BUS a . I N - < °.. ° O STAIRS 3 ORNAMENTAL BRICK PAVER < SIDEWALK I . ° I o cn yr o FENCE, 2' HIGH cn a.° ° . SIDEWALK 911) 910.87 - - - - ° ANDSCAP ° BRICK PAVER V L E f5X Q ® )� Cl)f n� LANDSCAPE �7 V j U1 unurY e E)' -STORM INLET CONC. CURB HAND HOLE � f5i N F = 7908.6' PARKING PAY AND GUTTER IN = 7905.6' STATION LEC IC TRAFFIC LIGHT VA LT BOON (TYP.) WV W W W W W W W W W -m- W w W w w w w w ----�- - w W W W TRAFFIC LIGHT CROS§ WALK f Cn NBOON (TYP.) STRIPIN (TIP.) O � j -- - - -- CROSS±•i'ALK --- MAIN STREET ___-------- STRIPING(TYP.) U1 I Inn nn' r rn gnPRIq FNC;INFFRING - I I C CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 SOPRISENG@SOPRISENG.COM EXISTING CONDITIONS LEGEND QE EXISTING ELECTRIC MANHOLE ® EXISTING WATER MANHOLE Q EXISTING DRYWELL S EXISTING SEWER MANHOLE QT EXISTING TELEPHONE MANHOLE uQ EXISTING UTILITY MANHOLE © EXISTING SEWER MANHOLE }- EXISTING GUY WIRE EXISTING POWER POLE EXISTING FIRE HYDRANT IW EXISTING WATER VALVE EXISTING CURB STOP V M EXISTING GAS METER 0 EXISTING ELECTRIC TRANSFORMER ® EXISTING ELECTRIC PEDESTAL ® EXISTING ELECTRIC METER ® EXISTING TELEPHONE PEDESTAL © EXISTING CAN PEDESTAL 0 EXISTING SEWER CLEANOUT >�c EXISTING LIGHT POLE -�- EXISTING SIGN F90 -S] EXISTING GAS MARKER ® EXISTING IRRIGATION VALVE BOX ® EXISTING VENT ® EXISTING SURFACE DRAIN - uc uc - EXISTING UNDERGROUND CAN - ut ut - EXISTING UNDERGROUND TELEPHONE -- fo fo - EXISTING UNDERGROUND FIBER OPTIC - ue ue - EXISTING UNDERGROUND ELECTRIC - Ss SS - EXISTING SEWER - w w - EXISTING WATER - ug ug -- EXISTING GAS - etc etc- EXISTING COMMON TRENCH EXISTING RETAINING WALL EXISTING ROCK RETAINING WALL -0-0- EXISTING CHAIN LINK FENCE - ❑ ❑ - EXISTING WOOD FENCE - x x - EXISTING WIRE FENCE X 7900.0' SPOT ELEVATION DECIDUOUS TREE CONIFER TREE SHRUB GRAPHIC SCALE 020 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. GENERAL UTILITY NOTES: 1. The locations of underground utilities have been plotted based on utility maps, construction/design plans, other information provided by utility companies and actual field locations in some instances. These utilities, as shown, may not represent actual field conditions. It is the responsibility of the contractor to contact all utility companies for field location of utilities prior to construction. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. IMPROVEMENT SURVEY PLAT/TOPOGRAPHICAL MAP OF: TREE CHART LOT 3,1 RIO GRANDE SUBDIVISION (CALIPER =" X DRIP DIAMETER =') 10 SOUTH RANGE 84 WEST O F T H E 6th P.M. 51) 4"X 12' MAPLE AA) 6"X 12' MAPLE A) 15"X 25' COTTON WOOD A PARCEL OF LAND SITUATED IN SECTION 7, TOWNSHIP 52) 6"X 20' PINE AB) 14"X 20' COTTON WOOD B) 4"X 15' MAPLE E N COUNTY O F P I T K I N STATE O F COLORADO 53) 6"X 20' PINE AC) 14"X 20' CRAB APPLE C) 4"X 15' MAPLE CITY OF ASP 54) 6"X 20' PINE AD) 6"X 8' SPRUCE D) 3"X 12' JUNIPER FINISH FLOOR RECEPTION No. 44/.5YL - -` AIR 55 4"X 15' MAPLE E 6"X 25' MAPLE I v rj � � CONDITIONERS ) �� � AE) 14"X 20' DECIDUOUS �� (n n ELEV. = 7898.1 3 �° X% F 6 X 25 MAPLE d PL NTE .4 sifILL STREET CONDOS �' ArILL STREET CONDOS ) ( ) ° � 6) 0 20'SPRUCE AF 6"X 30' DECIDUO 5 1 X 2 SPRUCE US 2 RECEPTION No. 455433 RECEPTION No. 455433 ,,, DOWN k 7896 -le Q, ) 10"X 20' SP 14"X 15' SPR I ° <,, °< COVERED WALKWAY C .0 .0 c °` ° 58 14 X 25 SPRUCE AG) UCE G) 3"X 15' JUNIPER PARCEL > PARCEL 2 ° o a ° ) " ) 16 X 25 DECIDUOUS H) 10"X 25' SPR < _ ° UCE 3 415 RIO GRANDE PLACE AH U �„ 210 NORTH MILL STREET ,< ° " " " ' TWO STORY BRICK THREE STORY BRICK ° a ° 59) 12 X 20 SPRUCE AI) 12 X 30 MAPLE I) 10 X 25 SPRUCE < 41 COVE ED CONC. OFFICE BUILDING OFFICE BUILDINGS ry <° ° PER LEVEL ARKI G - e ° < ° CURd < 60) 12"X 20' SPRUCE AT) 12"X 30' CRAB APPLE J) 10"X 30' SPRUCE cn (COMMUNITY BANK) WALKWAY G ° ONCR ° ° j W/RAILING ,� A ^°j 5n < °.` < < ° yf ° ° ° 61) 12"X 20' SPRUCE AU) 3"X 15' CRAB APPLE K) 10"X 30 SPRUCE EX -STORM A OLE ' 77.8' _ , RIM = 789 F DOWN b 5 O O OIXI ,� > >o� r I I _ I r _ I I - 1 =' I r •��•-- lO I - � �- r r -a 70) 14"X 35 COTTON AV) 3"X 15 CRAB APPLE L) 10"X 30 SPRUCE ui 51.5' S2 S�p LANDSCAPE 71) 6"X 12' MAPLE AW) 24"X 40' SPRUCE M) 10"X 30' SPRUCE / 3 -�. _... _ I RETAINING T _ ___ ti 72) 6"X 12 MAPLE AX) 18"X 30 SPRUCE N) 9"X 10 SPRUCE V WALL ELEC _ °j FEN E r _ EL m 4 0 . ti - 9k. ,°_ . 02 o.�d BOX TOP LEVEL ) ,� ) CONC. CURB RETAINING WALL ° ` ' X 7g� ,' os ' 73 6 X 12 MAPLE BG 6 X 10 MAPLE O) 7 X 8 SPRUCE l/ ° , < AND GUTTER 20'a 11Q0R11 WffS5G§ESWE4SE MMENT o � ' .00 BENCH a 74) 4"X 15 MAPLE BH) 8 X 20 CRAB APPLE P) 10 X 12 SPRUCE (� or a . ° ° PER PERTPONTROF =NDE4WBESVB1DtMS10N ' ° .. �O:OQ' `° ( ) - I z� E--I'� < r. �P' .o° - -- - �0 75) 3 X 10 JUNIPER BI) 8"X 25 CRAB APPLE Q) 10"X 12 SPRUCE W N < m o g _ ° ° ° RECG014DfEB4lml�Qt�CS8�1�4MMVFi�116EP°6E"84 _ 1 _ y o �o� �" 76) 6"X 18' MAPLE BJ) 10"X 30' CRAB APPLE R) 6"X 10' MAPLE W ca io 3 Q� 9 < 16.4 r 15.0 X8.5 ^ 13.7 041 0 19.9 o I7In s, s� 77) 6"X 18' MAPLE BK) 12"X 30' CRAB APPLE S) 14"X 20' COTTON WOOD 8 41 41 < '04.0 22.9' r- • ° W,Yy F-� o• a ° ^°c ^o o a i a LIGHT & AIR EASEMENT ^�' v, a '` 0 0 0 0 0 0 0 0 - "' 78) 3"X 12' JUNIPER BL) 12"X 25' CRAB APPLE T) 6"X 10' SPRUCE It- v� <' FLAGSTON FINISH FLOOR - • (SEE SHEET 3) EX-DRYWELL, , ,' . _ . 93 6"X 12 MAPLE BU 15"X 20 COTTON WOOD U 6 X 8 ASPEN 2 3.0 WALKWAY)) ( ) ELEV. = 7892.23.1 5 ^ I X ® N INV.=7907.8 - OUS GRATE 7909 0 ° EX -STORM INLET M �jNlSH FLOOR 2 0 x o l X90 'gog os x 94) 16"X 45' COTTON BV) 19"X 25' COTTON WOOD V) 6"X 15'DECIDUOUS EX -STORM INLET O GRATE = 7891.9' 2. ' i7 gO9 �s °s a 95 12"X 30' COTTON 8' ASPEN = 7894.3' � � tD ELEV. = 7892.3 y CON UCTI N EASEMENT o ) BW) 25 X 35 COTTON WOOD W) 6 X 8 ASPEN INV. = 7889.9' LOT 3 °9. I V. = 7890.0' "' ' 1 " S SHEET 3 EX -STORM INLET �' V z 7sos.1� { LANDSCAPE ABOVE 96) 6"X 12' MAPLE BX) 25"X 35' COTTON WOOD X) 7"X 8' PINE � ,. o o x 0.7' GRATE = 7892.1' RIO GRANDE' 2 p of PARKING BELOW 97) 16"X 45' COTTON BY) 4"X 12' MAPLE Y) 8"X 20' DECIDUOUS co �' rNv. = 7891.1' 2.0 7909. 01, LOT 2 A�IL'NDL'D 0.7' SUBDIVISION LANDSCAPEN 6" CONC. 98 3"X 9 MAPLE BZ) 6"X 10' SPRUCE Z) 12"X 20' COTTON WOOD EX -STORM MANHOLE g I Li 24, 922 SCJ. ft. c ' GRATED W WALL MO NT RIO GI�ANDL' LINER 99) 15"X 25' COTTON RIM = 7895.4' i SHAFT VENT 0.572 acres `° Q -� 0 LITE (�) SUBDIVISION 7893.4' 7 A. INV. = 7889.4' 0 120 NORTH MILL STREET 2.0 , RECEPTION No. 469504 �' ° � iii 0.T i a 2.0 0' �9 gj 41, 016 sq. ft. DRAIN -soe y � 7 0.7' PITKIN COUNTY LIBRARY sos.sl °.' 73.70' ® g. � TWO-STORY BRICK EXTERIOR 0.942 acres (TYP-) R.O. ��°� 9' , ,�9.o�g I► �9 �g089g CONSTRUCTION & ROOF MODIFICATION `�� 00 io FINISH FLOOR7g�o' EAS EE SHEET 3) ' ` r o 12.1' ci o o ELEV 7909 0 • ENT (S ` �. x EM 7.5' ri of 9.1' ' _ Z >90 EX-DRYWELL 4.0' a 4.0 W o Bs �. -- < STEPS 9 g0 9S. U ?do 'I � GRA SEMI -CIRCLE a 7909.04' x (n r WV � pj X � �N _>.�, INV 7911.6' SEATING �o� EX-DRYWELL o 1 �IGE�iHANG ► Q U, a 4.9' > °f o�g o��2 9'� `' so04 x �g ,�ry� GRATE =7913.3' _----'- !55 y' X �T� :. to ('�'.�• 0 op /4909�0; \��' tiry INV -=T911.6 t COLUMN ,n 9` SHED -- r g o,� s� Af _----`----, i CONC. q-7 f0 - fo f0 SPH SIDEWALK e cn ° J / Oji M ELECT. )9 \,� - y91b.221 STAIRS L V 1 ° < �� o� r >> o PLUG os, _ i �� �TY') g , o A K A •: .� F,1, r EXHAUST ~ CONC. CURB 5.T 2.0' ( PIPE I s, j ,� -STORM AND GUTTER\'.S__ _ P _ _ 9' CONC. G CURB; y_� i1 r r ECE J 2 AND U1 R ,o ' EL ST79 6 0 L T I ,. ,� \ 9 0 0 9os - c, - NV. =7902.5' '4 ° �� ° CONCk6T E t BOX BENCH 4O' 30 / _! _ ; # ' , WALKWAYS,- 7912.23' " " J. 9� t ACRE a RETAINING LANDSCAPE ( ` o° d' ° COLUMN °° '' Li o GRATED 90 1 r -: ALK SEWER MANHOLE 8-36 p ° WALL 1\ I e ass 0�9 0 ; > ` ° 2.1' 2.0 SHAFT r v ?f ° o- RIM EL. 7902.34 3 J� d 02.0' 20 1 x�^? VENT K ��09 SLWER°)4IANHbLt B=3D -.- Z g fir DRAIN INV. EL. 7892.11 <° ® BEN,eWH -. RIM EL, - 7908,82 < •-� d o 70 (TYP.) INV.` EL_ = 789�.�5a. ° Z ° . °° qq ii 3' 2.0' 3 N-DRYWELL .05' ° JJ ° - o •o ^ ( a , ATE=7910.2' m ° _ EY-ST'DRMa INLET $• U LI ' 1903 Li i7 0 0 0 o ih o n'0 N - 4' % _ ° ° '►90 N 7901 T 901. 0� ° w�.]' 13.5' cV 0oi 20.0' ON 13.5' E t V. - 7907. �; / FL -0 79.07.E ��OLLE f0 CON( of o ° d 9' `' °' d O as, °' ° NV. 7903. _ a r o 04 3 0 9fi ` b° �.3$ a g WALK SEWER MANHOLE B-4 1g g 4. -.� - -_ Q . og r �Y RIM EL. = 7903.34 901319 7 01. �o : , ° x CONC: AR ° < _ ut. �o� {. U{a A. LIBRA 7 ° 9° y� u t u°t: -- -gQ�K IN g u $ U^ g 5, 6AE ° INV. EL. = 7892.66 r- .� __� ut g Ali ' Qut 9 90 ° R X s -- 190S 11 ` Y s - 79o3s3' I 1 'W cONC. RETANINO WALL f 152.3,7 > > o ° I S o �go�. v�e_os,, U o 0 0, U o> U{-��� Ueut ut t ue ue ue �Ue su R 20.3 UfaAUE OCK 86 7902.1 SS SS SS SS SS SS SS SS SS SS 3 'w. SS \ J U{ a SS20.39' SS SS SS SS SS SS SS U SS ' ,� N ° •, F- O.W. ut u ut -- ut _ ut --�- ut u $ u d UC Nj u CONC. CURB ` ego? �`� X�9p5 9��1 U U U C U U x.22 U 35'{G U U t _5°g U C . 9. tO 13.1' �° 9.0' ao 36.3 AND GUTTER 7902. 0 0 o C 5 p X 790330' ^ ^ m SEWER MANHOLE 13 o g ^ 0 0 DRIVE RU x CONC. CURB A D RIM EL. = 7908.47 CONC. APRON, TAI CONC. WA UTTER END HE E INV. EL. �jWj" LOFTS ' 0 / SEWER MANHOLE SMH $ M EL.- N SEWER ANHOLE B C RECEPTION o. 484250 ° INT V. EL. = 79007 6 �o `,i// RIM EL. 7903.04 ° : o a _ o r�i SEWER MANHOLE B-4.1 : INV. DRP EL. = 78 Xa9 °oo ID co _ SEWER MANHOLE C -f g' INV. DR RIM EL = 7902.77 I 7894.79 _ RIM L. = 7909.20 74.00' WV O INV. EL. = 7893.71 I 3a INV. EL = 7899.11 ST IRS / �9og. a re ° X ° a 1392.27' � .�, 1 60.3' �4 ,moo, 7 g g _ i ' _ PTKIN COUNTY ° < I ° ° e -= a FINISH FLOOR h < ° - a 2 STONE E MILL &MAIN LLC. W W ELEV. = 7917.2 06 MA os U RECEPTION No. 204085 9, PARKING GALENA PLAZA 1 S 8 3 X�90 CONDOMINMAIS O �I DRAIN LOWER LEVEL off. < ' o ECEPTION No. 524423 IImo�•. T�r 0.7' ELEV. = 7906.6 O � M ° W a ®. w 0.6' Ca 114 X90$. Mr e. I N 3 ° U W LANDSCAPEA v 9.0' 0 13.3' p 8.9' °'•5.8' `t 24. n qo FW- Ul LU A U Z STAIRS U F- 3 _ MONUMENT BUS a . I N - < °.. ° O STAIRS 3 ORNAMENTAL BRICK PAVER < SIDEWALK I . ° I o cn yr o FENCE, 2' HIGH cn a.° ° . SIDEWALK 911) 910.87 - - - - ° ANDSCAP ° BRICK PAVER V L E f5X Q ® )� Cl)f n� LANDSCAPE �7 V j U1 unurY e E)' -STORM INLET CONC. CURB HAND HOLE � f5i N F = 7908.6' PARKING PAY AND GUTTER IN = 7905.6' STATION LEC IC TRAFFIC LIGHT VA LT BOON (TYP.) WV W W W W W W W W W -m- W w W w w w w w ----�- - w W W W TRAFFIC LIGHT CROS§ WALK f Cn NBOON (TYP.) STRIPIN (TIP.) O � j -- - - -- CROSS±•i'ALK --- MAIN STREET ___-------- STRIPING(TYP.) U1 I Inn nn' r rn gnPRIq FNC;INFFRING - I I C CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 SOPRISENG@SOPRISENG.COM PITKIN schematic r COUNTY LIBRARY endering Library East Addition perspective view through Galena Plaza >M - Z o U N CL O O� 0 � Z � N N ZQ = (A m U Cfl Cfl O F- W w Q O Q �ZNo U— • V) Z ZF- � 00 C 0 a z Q a 0 Q O 00 = O O � M � c� m � x o O p O M U 0-> >M - Z o w N > w� w Q 0 � Z U Q 2 Z O O r ZQ = (A m J 5 F- W w Z cc �ZNo OO�o: L) 0 Z ZF- � � a z a a wrQ �iLr) - Z o w N > w� w N 0 � Z U Q 2 Z O O r ZQ = (A SHEET 5 PITKIN COUNTY schematic site plan LIBRARY RENOVATION & ADDITION 11 ................ 0 25 100North DESIGNWORKSHOP U r— O "4— N U C.Q0IO N r - Q O Q MLL- 00 O 00 = O d- O � M CIOM L— x-0 xO O 0 0 pp U O V) 0— > WW W � H ti Lr) y / :..>: - . AM; . IM!:: W W�4�lIMM.M „ 11A r• . AAS it{ :Ml1 ..AAAIPI�MIIIA. All Fr" � ZyD l:...' OOJo c�...r.: ;:.: s.: L) "Property Line M 0 J : Z � N F_ a z a : X NQ a Q =5 Z 2 Z X. O Q = r� a -J 11 ................ 0 25 100North DESIGNWORKSHOP U r— O "4— N U C.Q0IO N r - Q O Q MLL- 00 O 00 = O d- O � M CIOM L— x-0 xO O 0 0 pp U O V) 0— > WW W � H ti Lr) y / h *. y``. >....:. X. m / �Q � ZyD l:...' OOJo c�...r.: ;:.: s.: L) Cf) 2 0 J Z Z � N F_ a z a : X NQ a Q =5 Z 2 Z / O Q = 11 ................ 0 25 100North DESIGNWORKSHOP U r— O "4— N U C.Q0IO N r - Q O Q MLL- 00 O 00 = O d- O � M CIOM L— x-0 xO O 0 0 pp U O V) 0— > WW W H ti Lr) Z / Z m / �Q � ZyD 11 ................ 0 25 100North DESIGNWORKSHOP U r— O "4— N U C.Q0IO N r - Q O Q MLL- 00 O 00 = O d- O � M CIOM L— x-0 xO O 0 0 pp U O V) 0— > WW W SHEET 6 H ti Lr) Z 0 Z m �Q � ZyD OOJo O L) Cf) 2 0 J Z Z � N F_ a z a X NQ a SHEET 6 H ti Lr) Z 0 W Z m �Q r— O -J W N j F= N W L) �Lu E Q =5 Z 2 Z O Q = Q a -J SHEET 6 PITKIN COUNTY schematic site plan LIBRARY RENOVATION & ADDITION LEGEND 1. Expanded planting area. Existing trees removed and replanted in place 2. Low wall retaining bioswale and low- ered planting area 3. Bioswale 4. Widened entry court with benches North Alley and planting pots S. Regraded sidewalk per City of Aspen 6. Drop-off parking 7. Expanded bike parking 8. Planted Area 9. Grass sunken amphitheater s.: Library East Addition Roof Garden 2 nx„ M `U a �iif �a a •`� , �� ,zcteaeed: Yvs7r�f rz i*r 5 0 25 50 75 North 10. Flagstone Garden LEGEND 11. Emergency Exit 1. Roof garden paved seating area 2. Planters with Vegetable Garden 3. Intensive greenroof with shrubs and perennials DESIGNWORKSHOP U O� � O � N N ti U Q d— QO Q U_ co U) o 00 = O -O O M 0 C m xo 0 p o �p U O cn a: > SHEET 7 W r- O m Ln �— z w Z Q I O a —J LL.j L N W ; 2 T.O. PARAPET EL. 125'-6- T.O. PARAPET EL. 116-0" MEZZANINE LEVEL T.O. SLAB EL. 112'-0" GOMMUNITY ROOM AND PLAZA ENTRY LEVEL T.O. SLAB EL. 104'-0" = 7909.0 EL MAIN LEVEL T.O. SLAB _ EL. 100'-0" = 7905.0 EL LOWER LEVEL T.O. SLAB EL. bl'-O" n n � Q Note: Elevation 100'-0" On Floor Plans, Building Elevations and Sections Corresponds To Elevation 7905.0. TOWER LEVEL T.O. SLAB EL. 123'-8" MEZZANINE LEVEL T.O. 5LAB EL. 112'-0" COMMUNITY ROOM AND PLAZA ENTRY LEVEL PROP05ED, MAIN LEVEL GRADE T.O. 5LAB EL. 100'.0" = 7905.0 EL LOWER LEVEL T.O. SLAB EL. 5-7'-0" NEW DOOR TO PATIO ROOF TO BE GUT INTO EXISTING BRIGK VENEERED WALL EXISTING BUILDING BEYOND (TO REMAIN A5 IS) -- Note: Elevation 100'-0" On Floor Plans, Building Elevations and Sections Corresponds To Elevation 7905.0. FROFOSE=� B AST ELEVATION 5GALE: I/8" = 1'-0" ( F- Q FRoFosEa NORTH ELEVATION 50ALE: 1/8" = 1'-0" EXISTING BUILDING - r- -] IAA IAI Q Proposed Elevation At Addition Entry T.O. Slab is 104'-0" 7 7909.0 EI. Elevation 104'-0" = 7909.0 EI Is Same As Library's Existing East Entry As Shown on Sheets 3, 9 & 10. 0 AIR SHAFT TOP OF GAP EL. 130'-'B" OIL T.O. PARAPET EL. 123'-6" `PROPOSED GRADE SITE WALL BY OTHERS (NIC) 0 10 25 R LEVEL 4 FLOOR ?31-811 NORTH ALLEY U O0 O Q - (n N U N � Q O Q UL LO L C 0000 O = 000 -� O C M Cz M i X O 0 O O pp U O tl) a > SHEET 8 r` Lr) z z O Q i \ N O w w > J W W N 0 U E m �W Q J Z z w a V) w w Z �Z�o OO.Jo 0 Z Z �� a � z wNQ a a SHEET 8 r` Lr) z z O LLIO i \ N O w w > J W W N 0 U E �W Q Z z w a V) SHEET 8 TONER L: OL T.O. 5LAE EL. 123'-F MEZZANII' OL T.O. SLAE EL. 112-O MAIN LE\,r OIL T.O. SLAE EL. 100'.011 EXISTING GRADE LONER LEVEL OL T.O. SLAB _ - EL. 87'-O" Notes: Elevation 100'-0" On Floor Plans, Building Elevations and Sections Corresponds To Elevation 7905.0. NOTES: STORAGE CLOSET 15 PART OF AND 15 RECESSED BACK FROM OF WEST ELEVATION APPROX. I SEE SHEET 8 — NORTH ELEVATI( 100zraPJA FROPOSE1:) 5OU7H ELEVAT 1 ON SCALE: 1/8" = 1'-0" A Notes: Elevation 100'-0" On Floor Plans, Building Elevations and Sections Corresponds To Elevation 7905.0. FROPOSEO NEST ELL -VAT 10 1 SCALE: 1/8" = 1'-0" EXISTING GRADE )OOK OL T.O. PARAPET EL. 123'-6" OIL T.O. PARAPET EL. 113'-5" MEZZANINE LEVEL OIL T.O. SLAB EL. 112'-0" GOMMUNITY ROOM AND PLAZA LEVEL ENTRY OIL T.O. SLAB EL. 104'-0" = 7909.0 EL MAIN LEVEL OIL T.O. 5LAB EL. 100'-0" = 7905.0 EL LONER LEVEL - - T.O. SLAB EL. 87'-O" 0 10 25 U r- 0- O O-) � N I` U C.O 4 -E X Q O < • 0-) 00 LO Q O O r- 0 = O d' O � m � � m XO O p o pp U c� > W w Lr) z LU p M L Z � O Q> w w >J w w W cc � ZNO Q OOJo O o z 2 z w Q U 0- V) ZZ�0 �aZW d W N a W w SHEET 9 Lr) z LU p M L \ N � O Q> w w >J w w N 0 U E Q z 0 O o z 2 z w Q U 0- V) SHEET 9 IlA 0 Q Lu Lu w f— J J_ 2 O Z w w V) J J_ 2 ry 0 z 32'-0" 17'_0" 12'-0" PROPERTY LI LE _ \ BOOK CIRCULATION I\ ' DROP Al WORKROOM jm�l I Q ADULT NON FICTION 800-900 GRATED SHAFTVENT i COUNTY i LIBRARIAN'S OFFICE EXISTING MAIN LEVEL FLOOR PLAN ` SCALE 1/16" = 1'-0" PROPERTY LINE SOUTH ALLEY EXISTING LOWER LEVEL FLOOR PLAN SCALE 1/16" = 1'-0" PROPERTY LINE SOUTH ALLEY GALENA PLAZA N AREA -WAY TRANSFOF{MER IL- FOR MECH BOOK ROP EXHAUST E — r 15'-6" 18'-0" A B C OD ON NO GARAGE MECH. SHAFT Iz 0 I--- zV) N V) 4 0 N N I` � O r- L Q x < LLO Q 00 Qo O 0 O r- -O M M O C13 i 0 X 0 M O O U O Cn 0 EL •C 0 I--- zV) N Ln W z O r- o � B a - E Z 0 O N a) a-+ m J W Q z z d � O 1 L- CD z N W — H C LLJ W Z 1= o o Z H in 0 O.J) 0 � J _ ZZF-C.) o t am X o - a --nF a.Wra 0 SHEET 10 I--- zV) N Ln W z O r- Q O a - E Z 0 O N a) a-+ m J W Q z z d � O 1 L- CD z N W SHEET 10 ------s—Z------------- --- PROPOSED MEZZANINE FLOOR PLAN SCALE 1/16" = 1'-0" 0' 8' 16' 32' SITE ELEV. 7905.0 PLAN = BLDG ELEV. 100'-0" NORTH 11 it II • • PITKIN COUNTY LIBRARY - USES, AREAS & SQUARE FOOTAGE ANALYSIS LIBRARY USES AND AREAS EXISTING BLDG. PERMIT PROPOSED 0 (sq. ft.) (sq. ft.) COMMUNITY ROOM 1,210 1,768.5 COLLABORATIVE/ MTG SPACES 375 873.6 STUDY SPACES ------ 2,969.8 READING LOUNGES ------ 5,510.2 CHILDREN'S ROOM 3,011 4,537.8 TEEN ROOM (+ COLLECTION) 1,050 970.5 COMPUTERS 1,520 395.3 CONTENT MAKER ------ 1,241.7 SPANISH ------ 298.4 MEDIA/ MUSIC COLLECTION 3,645 1,844.7 FICTION COLLECTION 2,122 1,234.4 NON-FICTION COLLECTION 6,200 3,178.0 PERIODICALS 935 181.6 STAFF 4,590 4,164.0 BOOKSALE 115 0.0 BUILDING SUPPORT 6,930 9,330.7 TOTAL AREA OF BLDG 31,576 38,499.2 = +6,923 SF ADDITIONAL LIBRARY BY LEVELS EXISTING BLDG. PERMIT PROPOSED (sq. ft.) (sq. ft.) LOWER LEVEL 13,353 13,147.5 MAIN LEVEL 11,575 16,700.0 MEZZANINE LEVEL 6,193 8,196.7 MEZZANINE DECK -- (1,627.0) TOWER LEVEL 455 455.0 TOTAL 31,576 38,499.2 = +6,923 SF ADDITIONAL NOTES: 1. CITY COUNCIL ORDINANCE NO. 13 (SERIES OF 2014,) SECTION #1 ALLOWED 7,109 SF OF ADITIONAL INTERIOR SPACE. 6,923 +/- SF INTERIOR SPACE IS PROPOSED. 2. SQUARE FOOTAGE MEASUREMENTS ABOVE ARE BASED ON INTERIOR SQUARE FOOTAGES. Sim - lml n 50 T ALLEY NORTH ALLEY ISIR�I • F. .. . 4 I • . �,� of00 (� �■ ■D === ILII • . .. • ' • m I III•LOAM WAR OL694mLmom III �����:� ■ " 'cam =1. . I. i 7rl4i _1. oz - UP �1) . iiia 77CJC �I� :. ��1 t'�1�� 77!'1►7�,' �; : © © � � / 777■� �� 771.IN IIS . ■ l► ■i1 rMAW .. czm h m cm vrmr AN jur. mm ■!{!{ FII o000 �/ 0 0 00 O PROPOSED MAIN LEVEL FLOOR PLAN + SITE ELEV. 7905.0 PLAN = BLDG ELEV. 100'-0" SCALE 1/16" = 1'-0" 0' 8' 16' 32' NORTH vvM i 1t HL.L.=T PROPOSED LOWER LEVEL FLOOR PLAN SCALE 1/ 16" = 1 '-0"EI —IPLAN 0' 8' 16' 32' NORTH L ------------- " ill III 104'-0" SII pl � �\ jo T - ,.R EAST ENTRY .................................................. C.7 U r— CL O N d- N U (_0 i Q O Q • 00 C L.0 (.o o 00 = o � � o M i x o 0 0 m U o p cn > L/) 0 Lr)Z Q LU W Z cc O O w JO Lu "- N zu) 0 U 0 OOJ4CIC e :3 " ill III 104'-0" SII pl � �\ jo T - ,.R EAST ENTRY .................................................. C.7 U r— CL O N d- N U (_0 i Q O Q • 00 C L.0 (.o o 00 = o � � o M i x o 0 0 m U o p cn > SHEET 1 1 L/) 0 Lr)Z Q LU W Z cc O O w JO Lu "- N zu) 0 U 0 OOJ4CIC Lu :3 Z Z 0 4-jJ 0 Z w U a to --o ZZ=� Y a� a. Z W a XNQ SHEET 1 1 L/) 0 Lr)Z Q LU �- N O O w JO Lu "- N 0 U E Lu :3 Z Z 0 4-jJ 0 Z w U a to SHEET 1 1