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HomeMy WebLinkAbout828-1031•' ♦ Dw 11NIP • V",Al • ASPEN CITY COUNCIL APPROVAL THIS MINOR PLAT AMEN DP,IENT TO LOT 1, PARCEL A & PARCEL C, ASPEN VALLEY HOSPITAL DISTRICT SUBDIVISION WAS APPROVED BY THE CITY OF ASPEN CITY COUNCIL ON THE -DAY OF-------, 20_, BY ORDINANCE NO._, SERIES OF 20_, RECORDED IN THE OFFICE OF THE CLERK AND RECORDER OF PI N UN RADO RECEPTION NO. THE DEDICATIONS AND EASEMENTS SHOWN HEREIN ARE HEREBY ACCEPTED. STEVE SKAE N, MAYOR DATE V ATTES 74 CI CLERK DEPARTMENT OF COMMUNITY DEVELOPMENT REVIEW THIS PLAT HAS BEEN REVIEWED AND APPROVED FOR COMPLIANCE ITH THE APPLICABLE PROVISIONS OF THE CITY OF ASPEN LAND USE CODE BY THE CITY OF ASPEN COMMUNITY DEVELOPMENT DIRECTOR THIS DAY OF , 2018. TO THE EXTENTTHAT ANYTHING IN THIS PLAT IS INCONSISTENT OR IN CONFLICT WITH ANY CITY OF ASPEN DEVELOPMENT ORDERS RELATING T THIS PARCEL OR ANY OTHER PROVISIONS OF APPLICABLE LAW, INCLUDING BUT NOT LIMITED TO OTHER APPLICABLE LAND USE REGULATIONS AND BUILDING CODES, SUCH OTHER DEVELOPMENT ORDERS OR APPLICABLE LAWS SHALL CONTROL. C MMUNI EVELOPMENT DIRECTOR CITY ENGINEER REVIEW a� ENGINEERING DEPARTMENT REVIEW: THIS PLAT WAS REVIEWED FOR THE DEPICTION OF THE ENGINEERING DEPARTMENT SURVEY REQUIREMENTS THIS A DAY OF (Vkj)te 2018. afttt� CI ENGINEER 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. SITUATED WITHIN THE SW1/4 OF SECTION 12 & NW1/4 OF SECTION 13, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6TH PRINCIPAL MERIDIAN CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO. SHEET 1 OF 5 SHEET 1-CERTIFICATES, VICINITY MAP & OVERALL PROPERTIES PURPOSE STATEMENT: THE PURPOSE OF THIS MINOR PLAT AMENDMENT IS TO: 1) VACATE AN EXISTING POWERLINE EASEMENT; 2) CREATE UTILITY AND STORM DRAINAGE EASEMENTS; AND 3) REFLECT APPROVED CHANGES TO THE SUBDIVISION (ORDINANCE NO. 9, SERIES OF 2018). CITY OF ASPEN PARCEL ID NO. --- - 273512300853 FOUND NO. 5 1 & CAP, L.S. 28643 (TYP.) PER CITY OF ASPEN WEBSITE BOOK 217 PAGE 250 8p0�2�0e OR�\OOR CITY OF ASPEN PER p0 C YES CONTROLTY OF MONUMENT CONTROL MONUMENT 7TH/HOPKINS CRE�KROPD' V,C :- Q H�pR 7TH/FRANCIS (GPS 21) CPS�L`c GPS RONi (GPS-20) FENCE LOT 1, PARCEL A P -� OF o T� PITKIN COUNTY BOOK 300 PAGE 348 W1/4 CORNER SEC 1' FOUND ELM BRASS CA PRINCE OF PEACE CHAPEL BOOK 571 PAGE 737 FOUND REBAR & CAP L.S. 9184 Lain Oki 112 Wall• �,moll I =I Iall] 8 • FOUND 2 REBARS W/CAPS L.S. 13166 & L.S. 20151 RAYMOND C. & MARILYN WESTERN LIFE LLC F. FRIAS LOT 2, MEADOWOO ADOWOOD SUB. ILING 2 REC #155683 I JOHN G. & LINDA B. OWp00 RD. R.0 w KELEHER MEAD LOT 1, MEADOWOOD SUB. FILING 2 REC #155683 NO. 5 REBAR, NO CAP REC PARCEL C 809,567 SQ. FT. +/- 18.584 ACRES +/- FOUND REBAR & CAP L.S. 5933 SEE DETAIL TO LEFT FOUND REBAR & CAP ILLEGIBLE N 00'15'33" E BASIS OF BEARING WEST SEC. LINE SEC. 12 MEADOWOOD HO ASSOCIATION FILING 1 REC #121856 FOUND NO. 5 REBAR & ALUMINUM CAP ILLEGIBLE FOUND NO. 5 REBAR & CAP L.S. 20632 TWIN RIDGE SUB. BOOK 25 PAGE 41 FOUND REBAR & CAP L.S. 13166 "CITY OF ASPEN" BEARS N 88'18'37" E, 4.69' � pw BOUNDARY MAP SCALE:•• KNOW ALL MEN BY THESE PRESENTS, THAT ASPEN VALLEY HOSPITAL DISTRICT, A COLORADO SPECIAL DISTRICT BEING THE OWNER OF THE FOLLOWING DESCRIBED REAL PROPERTY SITUATED IN THE CITY OF ASPEN, PITKIN COUNTY, COLORADO, TO WIT: PROPERTY DESCRIPTION: LOT 1 OF PARCEL A, THE ASPEN VALLEY HOSPITAL DISTRICT SUBDIVISION, ACCORDING TO THE PLAT THEREOF RECORDED AUGUST 30, 1989 IN PLAT BOOK 23 AT PAGE 34 AS RECEPTION NO. 314687 AND AMENDMENT THERETO RECORDED JULY 25, 1991 IN PLAT BOOK 27 AT PAGE 6 AS RECEPTION NO. 344895. AND PARCEL C, THE ASPEN VALLEY HOSPITAL DISTRICT SUBDIVISION, ACCORDING TO THE PLAT THEREOF RECORDED AUGUST 30, 1989 IN PLAT BOOK 23 AT PAGE 34 AS RECEPTION NO. 314687 AND ASPEN VALLEY HOSPITAL MASTER FACILITIES PLAN RECORDED JANUARY 4, 2011 IN BOOK 95 AT PAGE 64 AS RECEPTION NO. 576521AND RECORDED MARCH 25, 2014 IN PLAT BOOK 106 AT PAGE 27 AS RECEPTION NO. 608883, AND SAID OWNER DOES HEREBY MAKE THE FOLLOWING GRANTS: 1. DOES HEREBY GRANT TO THE OWNERS AND SUCCESSORS OF SAID LOT 1 A PERPETUAL, NON EXCLUSIVE STORM DRAINAGE EASEMENT OVER, UPON AND ACROSS THE EXISTING STORM DRAINAGE SYSTEM SITUATED ALONG THE EASTERLY PORTION OF SAID PARCEL C FROM THE STORM SYSTEM CONNECTION POINT IN THE SOUTHEAST CORNER OF SAID PARCEL C AND CONTINUING NORTHERLY GENERALLY PARALLELING CASTLE CREEK ROAD TO THE SYSTEM OUTFALL POINT LOCATED IN THE NORTHEASTERLY CORNER OF SAID PARCEL C, AS SHOWN HEREON, FOR THE PURPOSE OF CONVEYING STORM WATER COLLECTED ON SAID LOT 1. 2. DOES HEREBY GRANT TO THE CITY OF ASPEN AND UTILITY PROVIDERS A PERPETUAL, NON-EXCLUSIVE UTILITY EASEMENT OVER, UPON AND ACROSS THE "NEW UTILITY EASEMENTS" DEPICTED AND DESCRIBED HEREON FOR THE USE AND BENEFIT OF THE CITY OF ASPEN AND UTILITY COMPANIES OWNING OR OTHERWISE DEALING WITH SUCH LINES AND INSTALLATIONS, FOR PURPOSES OF OPERATING, MAINTAINING, REPAIRING AND REPLACING SUCH LINES AND INSTALLATIONS. THE NEW UTILITY EASEMENT SHALL COINCIDE WITH THE AS -BUILT LOCATIONS OF THE CONSTRUCTED UTILITY FACILITIES THEREOF. EXECUTED THIS 124!h DAY OF 3 W6 2J OWN - ASPEN VALLEY HOSPITAL DISTRICT BY: AS: 04490 STATE OF COLORADO) )SS COUNTY OF PITKIN) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS 111A DAYOF-5iAt4 20tt, BY AS CAA OF ASPEN VALLEY HOSPITAL DISTRICT. WITNESS MY HAND AND OFFICI SEAL MY COMMIS ION EXPIRES: L'i'T�La ANY TRUDIROHAVMJL• • NOTARY PUBLIC aTATE OF COLORADO ARY UB IC NOTARY ID 19964018315 WCO MSSIQN E'XF4RES O(."iOM 2F, TITLE CERTIFICATE THE UNDERSIGNED, A DULY -AUTHORIZED REPRESENTATIVE OF STEWART TITLE OF COLORADO, INC. - ASPEN DIVISION, REGISTERED TO DO BUSINESS IN PITKIN COUNTY, COLORADO, DOES HEREBY CERTIFY, PURSUANTTO SECTION 20-15 (J) OF THE ASPEN MUNICIPAL CODE, THAT THE PERSONS LISTED AS OWNERS ON THIS PLAT DO HOLD FEE SIMPLE TITLE TO THE REAL PROPERTY DESCRIBED HEREIN, FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES EXCEPT THOSE LISTED ON THE TITLE COMMITMENT ISSUED BY STEWART TITLE OF COLORADO, INC. - ASPEN DIVISION, UNDER FILE NO. 01330-104874, EFFECTIVE DATE OF OCTOBER 61 2017 AND FILE NO. 01330-108131, EFFECTIVE DATE OF FEBRUARY 26, 2018. ALTHOUGH WE BELIEVE THE FACTS STATED ON THIS PLAT ARE TRUE, THIS CERTIFICATE IS NOT TO BE CONSTRUED AS AN ABSTRACT OF TITLE, NOR AN OPINION OF TITLE, NOR A GUARANTY OF TITLE, AND IT IS UNDERSTOOD AND AGREED THAT STEWART TITLE OF COLORADO, INC. -ASPEN DIVISION, NEITHER ASSUMES NOR WILL BE CHARGED WITH ANY FINANCIAL OBLIGATION OR LIABILITY WHATEVER ON ANY STATEMENT CONTAINED HEREIN. /awl DATE ADDRESS: lVag4l "`•� STATE OF COLORADO) ) SS COUNTY OF PITKIN ) ND K�t'c4Mt+n1E THE TITLE CERTIFICATE WAS ACKNOWLEDGED BEFORE ME THIS DAY OF T,1LL 20 I_C BY AS GCOG iN6 O'F(-+ CC-Ie! OF STEWART TITLE OF COLORADO, INC, - ASPEN DIVISION WITNESS MY HAND AND OFFICIAL SEAL S O P R I S ENGINEERING - LLC • Nei �g KATHARINE STASKAUSKAS CIVIL CONSULTANTS NOTARY PUBLIC NOTARY PUBLIC STATE OF COLORADO 502 MAIN STREET, SUITE A3 MY COMMISSION EXPIRES: NOTARY ID 20054035441 MY ADDRESS IS: MYCOMMISSIONEXPIRES DECEMBER07,,2021 CARBONDALE, COLORADO 81623 (970) 704-0311 SOPRISENG@SOPRISENG.COM oGOI-F COURSE Y W x SIT. oz/) M Y. r� VICINITY MAP NOTES SCALE: 1" = 2000' 1) DATE OF FIELD WORK: AUGUST 13 AND SEPTEMBER 26, 2013; NOVEMBER 12, 13 AND 24, 2015; SEPTEMBER 25, 27, 28 AND OCTOBER 4, 11, 16, 17, 20, 23, 2017 AND JANUARY - FEBRUARY, 2018. 2) DATE OF PREPARATION: AUGUST - SEPTEMBER, 2013; NOVEMBER - DECEMBER, 2015; SEPTEMBER - OCTOBER, 2017 AND JANUARY - JUNE, 2018. 3) LINEAR UNITS: THE LINEAR UNIT USED IN THE PREPARATION OF THIS PLAT IS THE U.S. SURVEY FOOT AS DEFINED BY THE UNITED STATES DEPARTMENT OF COMMERCE, NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY. 4) BASIS OF BEARING: A BEARING OF N 001633" E BETWEEN THE SOUTHWEST CORNER OF SECTION 12, TOWNSHIP 10 SOUTH, RANGE 85 WEST, MONUMENTED BY A 1978 BLM BRASS CAP AND THE WEST QUARTER CORNER OF SECTION 12 TOWNSHIP 10 SOUTH, RANGE 85 WEST MONUMENTED BY A 1954 BLM BRASS CAP. 5) 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, RIGHTS OF WAY AND/OR TITLE OF RECORD, SE RELIED UPON THE TITLE COMMITMENTS PREPARED BY STEWART TITLE GUARANTY COMPANY, FILE NO. 01330-104874, EFFECTIVE DATE OF OCTOBER 6, 2017 AND FILE NO. 01330-108131, EFFECTIVE DATE OF FEBRUARY 26, 2018, AND DOCUMENTS AND PLATS OF RECORD AS SHOWN IN THE SOURCE DOCUMENTS, HEREON. 6) ADDRESSES: 401, 405 & 406 CASTLE CREEK ROAD, ASPEN 7) PITKIN COUNTY PARCEL NOS. 2735-123-007-801 & 2735-123-007-803 8) THE FOLLOWING NOTES HAVE BEEN TAKEN DIRECTLY FROM THE PLAT OF LOT 1 AND LOT 2 OF PARCEL "A" OF THE ASPEN VALLEY HOSPITAL DISTRICT SUBDIVISION, RECORDED JULY 25, 1991 IN PLAT BOOK 27 AT PAGE 6 AS RECEPTION NO. 34489: A. "ALL SIDEWALKS, STREETS, ROADS AND PARKING AREAS CONTAINED WITHIN LOT 1 OF PARCEL "A" OF THE ASPEN VALLEY HOSPITAL DISTRICT SUBDIVISION ARE HEREBY DEDICATED TO THE PERPETUAL USE OF THE PUBLIC." B. "AN EASEMENT EXISTS ACROSS THE REAL PROPERTY OWNED BY THE ASPEN VALLEY HOSPITAL DISTRICT ("DISTRICT") FOR THE BENEFIT OF THE ASPEN/SNOWMASS NORDIC COUNCIL. THE EASEMENT MAY LIE ACROSS LOT 1 OR LOT 2 OF PARCEL "A" OF THE ASPEN VALLEY HOSPITAL DISTRICT SUBDIVISION, OR IT MAY LIE ACROSS OTHER PARTS OF THE REAL PROPERTY OWNED BY THE DISTRICT. THE EXACT LOCATION OF THE EASEMENT SHALL BE DETERMINED ON A YEARLY BASIS, BY NO LATER THAN AUGUST 1 OF THE YEAR, UPON AGREEMENT BY THE DISTRICT, PITKIN COUNTY AND THE ASPEN/SNOWMASS NORDIC COUNCIL." 9) ORDINANCE NO 9, SERIES OF 2018 CREATED A NEW SET OF DIMENSIONS FOR THIS PROPERTY IN A PLANNED DEVELOPMENT. THE DIMENSIONS ESTABLISHED BY THE ORIGINAL SUBDIVISION AND DOCUMENTED ON THE PLAT BOOK 27, PAGE 6 ARE NOW REPLACED BY THOSE ESTABLISHED IN ORDINANCE NO. 9, SERIES OF 2018 SOURCE DOCUMENTS ® PLAT -LOT 1 AND LOT 2 OF PARCEL "A" OF THE ASPEN VALLEY HOSPITAL DISTRICT SUBDIVISION (PLAT BOOK 27 PAGE 6) ® PLAT -ASPEN VALLEY HOSPITAL DISTRICT SUBDIVISION (PLAT BOOK 23 PAGE 34) ® PLAT -FIRST AMENDED PLAT OF PARCEL C, ASPEN VALLEY HOSPITAL DISTRICT SUBDIVISION/P.U.D. (PLAT BOOK 106 PAGE 28) ALL OF THE PITKIN COUNTY, COLORADO RECORDS -UNLESS OTHERWISE NOTED. THE EASEMENT GRANTS AND EASEMENT VACATIONS SHOWN ON THIS PLAT (RECEPTION NO. 341273) ARE APPROVED BY HOLY CROSS ELECTRIC ASSOCIATION, INC. D/B/A HOLY CROSS ENERGY. BY: �- NAME: DAyID /RLJPNVjrf TITLE: \I.P E'T��IeJr"is� l4 STATE OF COLORADO ) SS. COUNTY 47Q9-kelO ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS (o DAY OF SyVY 12018 BY 0 p fo-MKS. N AS SIP E�IytLa(La.[ OF HOLY CROSS ELECTRIC ASSOCIATION, INC. D/B/A HOLY CROSS ENERGY. MY COMMISSION EXPIRES: WIT SS MY HAND ANDf� FF9/� IAL SEAL. IffA6 oe& 77 KAvi 4vy6,. -75 PAtZ\1 ew J) Z 14cr, C1W S r 81 b01 RUSE ELL T WINDER NOTARY PUBLIC NOTARY PUBLIC $TdTE OF COLORADO NOTARY ID 20154009295 MYC6MMISSION EXPIRES 03/05/2019 SURVEYOR'S CERTIFICATE I, MARK S. BECKLER, A REGISTERED LAND SURVEYOR, DO HEREBY CERTIFY THAT I HAVE PREPARED THIS MINOR PLAT AMENDMENT TO LOT 1, PARCEL A & PARCEL C, ASPEN VALLEY HOSPITAL RICT SUBDIVISION, AS LAID OUT, PLATTED, DEDICATED AND SHOWN HEREON, THAT THE SAME IS BASED ON FIELD SURVEYS PERFORMED UNDER MY SUPERVISIO ETS THE REQUIREMENTS OF A LAND SURVEY PLAT AS SET FORTH IN CRS SECTION 38-51-106; THE CONTROL PRECISION IS GREATER THAN 1 IN 15,000.,1 S, RIGHTS -OF -WAY AND RESTRICTIONS ARE THOSE SET FORTH IN SECTION 2 OF SCHEDULE B OF THE TITLE COMMITMENTS ISSUED BY STEWA C. - ASPEN DIVISION UNDER FILE NOS. 01330-104874 (EFFECTIVE DATE OF OCTOBER 6, 2017) AND 01330-108131 (EFFECTIVE DATE OF FEBRU 218) THIS MINOR PLAT AMENDMENT TO LOT 1, PARCEL A & PARCEL C, ASPEN VALLEY f ITAL DIST I VISIO,Iy�WAS FILED FOR RECORDING IN T41E OFFICE OF THE CLERK AND RECORDER OF TK O TY, COLORADO, AT O'CLOCK, _.M. ON THE DAY OF W . 20 AND IS RECORDED IN BOOK'*' {�1j+ ON PAGE AS RECEPTION NO. CLERK AND RECORDER 7/2/2018 - GRK #17190.03 - G:\2017\17190\SURVEY\Survey DWGs\17190.03 PLAT\17190.03 PLAT.dwg ii 00 0 J 0 m MINOR T AMENDMENT TO: LOT 1., PARCEL A & PARCEL C, ASPENAVALLEY HOSPITAL SITUATED WITHIN THE SW1/4 OF SECTION 12 & NW1/4 OF SECTION 13, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6TH PRINCIPAL MERIDIAN CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO. / SHEET 2 OF 5 i BOUNDARY &EXISTING EASEMENTS OF RECORD LINE TABLE LINE BEARING LENGTH L1 N80°21'41"W 3.22' 1_25 S70°29'37"W 40.70' L26 S19°30'26"E 58.48' L76 S14°40'18"E 196.79' L77 S21°23'00"E 60.78' L121 I S21°52'00"E 134.98" CURVE TABLE CURVE LENGTHGRADIUS TANGENT DELTA BEARING CHORD C8 64.14' 41.33' 91°52'36" El N 24°33'19" E 57.49' 10121 CENTER LINE 14' PEDESTRIAN TRAIL EASEMENT REC. NO.608883 o 25' WATER LINE EASEMENT REC. NO.608883 (CENTERED OVER AS -BUILT WATER FACILITIES) �-NEW_ GRAPHIC SCALE 60 0 30 60 120 ( IN FEET ) 1 inch = 60 ft. 240 DRAINAGE & SNOW STORAGE EASEMENT TO THE CITY OF ASPEN REC. NO. 576521 / GORE\OpR GP ROAN' i f✓' l SANITARY SEWER EASEMENT REC. NO.608883 e � i CENTER LINE 10' UTILITY EASEMENT REC. NO.608883 AND CENTER LINE 10' UNDERGROUND HOLY CROSS EASEMENT TO BE CENTERED OVER CONSTRUCTED UNDERGROUND POWE INE t REC. NO. 595769 \ UTILITY EASEMENT (WIDTH VARIES) REC. NO. 576521 PARCEL C 809,567 SQ. FT. +/- 18.584 ACRES +/— t I � ♦ l \ \ i i t 20' NORDIC TRAIL EASEMENT I t t REC. N0.608883 � I I t 1 \ 10' EASEMENT FOR AS CONSTRUCTED POWER LINE, FIELD LOCATED POWER LINE USED FOR PLACEMENT ' t REC. NO. 313137 I ^ \ I l I i — L— 10' UTILITY EASEMENT S 02°59'05' E REC. NO. 608883 TRACT A \ PLAT BOOK 95 PAGE 65 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. N 1 0 01 Eum I Doi FOUND NO. 5 REBAR W/PLASTIC CAP, L.S. 28643 30' WITNESS CORNER SEE DOOLITTLE DRIVE DETAIL SHEET 3 FOUND NO. 5 REBAR W/PLASTIC CAP L.S.2 3 RIGH-`OF- c,'/ PLAT WAY DOOLITLE BOOK 23 PAGE OR�VE C 34 e TRACT F PLAT BOOK 95 PAG 65 01 LOT 2, PARCEL A \ PLAT BOOK 2 e tt,_6 a CENTER LINE 10' UTILITY EASEMENT REC. NO. 576521 i 25WATER LINE EASEMENT REC. NO.608883 CENTERED OVER EXISTING WATERLINE CENTER LINE 10' UTILITY EASEMENT REC. NO. 576521 OPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 SOPRISENG@SOPRISENG.COM V. 10' WIDE EASEMENT FOR AS CONSTRUCTED POWER LINE FIELD LOCATED POWER LINE USED FOR PLACEMENT REC. NO.341273 PORTION VACATED BY THIS PLAT (HATCHED) 25' WATER LINE EASEMENT REC. NO.608883 E 12ti 23 00, `, / I 7 PAGE 6 e FOUND .5 REBAR \e \ W/ LASTIC CAP, L.S. 28643 e\`e e � `20' WIDE WATER LINE EASEMENT REC. NO, 321414, CENTERED UPON e `\ EXISTING WATER LINE e \ e I AS DOC. INTENDS 2p -97 \ Q t VV FOUND NO. 5 REBAR & CAP L.S. 20632 \ 20' WIDE SEWER EASEMENT BOOK 617 PAGE 465 & PAGE 466 REC. NO. 321447 is 20' WIDE TRIP OF LAND DEEDED 0 ROARING FORK ELECTRIC LIGHT & POW R PANY ,BOOK 15 PAGE \ FOUND NO. 5 REBAR W/ALUMINUM CAP e ILLEGIBLE e e \e e \ e ` \ e e \ e ♦ e � e e \ e t \ o LOT 14 (TOWNHOUSE PARCEL) ee e TWIN RIDGE SUBDIVISION \ e PLAT BOOK 25 PAGE 41 e F ee \ee LOT 10 e \ IWIP RIDGE SUBDIVISION \ e ND NO. 5 REBAR W/PLAS P, PLF F BOOK 25 PAGE 41 e TWIN I P BOOK225 PAGE 41 I I I t 35' SKI TRAIL EASEMENT l l lv PLAT BOOK 25 PAGE 41 � 1t ti LOT 9 TWIN RIDGE SUBDIVISION lI PLAT BOOK 25 PAGE 41 \ I l ll l ll� 1 ll\ \ `\� 10' WIDE EASEMENT FOR AN AS -CONSTRUCTED POWER LINE FIELD LOCATED POWER LINE PER THIS SURVEY USED FOR PLACEMENT REC. NO. 341273 t It 20' UTILITY EASEMENT l REC. NO. 576521 7 l It TRACT E PLAT BOOK 95 PAGE 65 J 20' UTILITY l EASEMENT \ \ PLAT BOOK 25 PAGE 41 \ \ l 1 l I 1 � 1 \ \ \ 1 l S � \l \l ,I 7/2/2018 - GRK #17190.03 - G:\2017\17190\SURVEY\Survey DWGs\17190.03 PLAT\17190.03 PLAT.dwg SITUATED WITHIN THE SW1/4 OF SECTION 12 & NW1 4 / OF SECTION 13 TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6TH PRINCIPAL MERIDIAN CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORAD O. SHEET 4 OF 5 PARCEL C EASEMENTS CREATED AND VACATED BY THIS PLAT Rm Cr,7 cn CT e 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. CONSULTANTSCIVIL 502 MAIN STREET, SUITE A3 SOPRISENG@SOPRISENG.COM CURVE LENGTH C8 64.14' LINE TABLE LINE BEARING LENGTH L25 S70'29'37"W 40.70' L26 S19°30'26"E 58.48' CURVE TABLE RADIUS TANGENT�D!LTA 40.00' 41.33'52'36" EASEMENT LINE TABLE Line # Direction Length LEA N62' 52' 11"E 29.04' LE5 N59° 26' 40"E 25.90' LE6 N62° 41' 41"E 3.53' LE7 N72' 32' 24"E 121,14' LE8 N87° 32' 10"E 16.35' LE9 N87° 32' 10"E 15.57' LE10 S67° 10' 04"E 27.31' LE11 S48' 30' 31"E 79.06' LE12 S63° 26' 56"E 48.15' LE13 S9° 48' 5 1 " E 10.16' LE14 N59° 26' 40"E 10.68' LE15 N62° 41' 41"E 5.25' LE16 N9° 48' 51"W 7.23' LE17 S18' 14' 44"E 2.91' LE18 S18o 14' 44"E 78.65' LE19 N71° 25' 31"E 28.68' LE20 N18` 34' 29"W 10.00' LE21 S71° 25' 31"W 18.64' LE22 N18° 07' 06"W 68.73' LE23 N18' 07' 06"W 2.64' LE24 S72° 32' 24"W 10.14' LE25 S190 00' 00"E 12.50' LE26 S19° 00' 00"E 12.50' BEARING CHORD N 24�33'19" E T 57.49' 7/2/2018 - GRK #17190.03 - G:\2017\17190\SURVEY\Survey DWGs\17190.03 PLAT\17190.03 PLAT.dwg =5 � IP o UR APPARATUS APPARATUS APPARATUS APPARAT APPARATUS APPARATUS + LOBBY MEN 69 ELEVATOR ROOM DECON STAIR H (UPPER + + + + + + + + +0+ 4 9 J. MEDICAL GENERATOR STORAGE .++++ + + + + N RA! + + +(D-+l+ -++++++, ++++++++++ + + +( ET ----- - - - - - - - - - - - - - - - - - - - - - - - - - - i RA -------------- DETECTABLE WARNING PLATE; RE CIVIL BENCH ARCH OVERHANG(S) CONC CURB; RE CIVIL ME CONCRETE WALL; RE STRL CONCRETE PAVEK4ENT-8INCH THK;RECIVIL CONCRETE P/A/EK8ENT-5INCH THK;RECIVIL 01-03 STEEL BAR GRATE STEPS; STRLAND STEEL FABRICATION RC>D DECORATIVE STONE PATH HANDRAIL /GUARDRAIL LANDSCAPE EDGE RECESSED WALL LIGHT; REELEC STREET LIGHT; RE ELEC DOWN DIRECTED SIGN LIGHT; REELEC FLAGPOLE LIGHT; RE ELEC TRENCH DRAIN; RECIVIL AREA DRAIN; RE CIVIL EXISTING TREE TO REMAIN EXISTING TREE TO REMAIN EVERGREEN TREE PLANTING BED / MULCH C H A M B E R L K N A R C H U T E C T � swnxwo/wa sve^mm Lw/os rnxouoo oso/ow CHAM8ERUNARCH|TECTS 437K8ein Et. Grand Junction, Colorado 81501 T 970.242.6884 725Saint Joseph E8..Suite 81 Rapid City, South Dakota 577O1 T 605.355.6804 UFTGTUD|OLLC LANDSCAPE ARCHITECTURE POBOX or4O LIFT ASPEN, C0O1610 9704045610 uFT8TUo|OLANoSCxps.NET CASTLE CREEK ROAD ASPEN, COLORADO PROJECT STATUS: 100% C1 DATE o LU 05/09/2018 SHEET NO: U) CD 2 a P, q LL E F !2 DRAWING LIST P&Z SET GENERA[ I - AO r `0 VE R S rE- EE LANDSCAPING L1,00 LANDSCAPE DEVELOPMENT PLAN 11,10 LANDSCAPE DEVELOPMENT PLAN PARKING LOT L 14,00 PLANTING PLAN AND SCHEDULE L410 PLANTING PLAN AND SCHEDULE PARKING LOT" AR t-,H 1"If E- CTU RA L A1 00 SITE PLAN A101 GROUND LEVEL FLOOR PLAN A 10 2? UPPER LEVEL FLOOR PLAN A141 ROOF P12-A A 2 () 11 EXTERIOR ELEVATIONS A202 EXTERIOR ELEVATIONS A 6 531 D"UMPSTER ENCLOSURE TESIGN TEAM CONTRACT ARCH ITECTI- CHAMBERLIN ARCHITECTS 437 Main Street Grand Junction, CO 81501 (970) 242-6804 DESIGN ARCHITECT: STUDIO B 501 Rio Grande Plaza, Suite 104 Aspen, CO 81611 (970) 920-9428 CIVIL: ROARING FORK ENGINEERING 592 Highway 133 Carbondale, CO 81623 (970) 340-4130 LIFT STUDIO, LLC 442 Paepcke Drive #102 Aspen, CO 81611 (970) 404-5610 STRUCTURAL: LINDAUER DUNN, INC 802 Rood Avenue Grand Junction, CO 81501 (970) 241-0900 MECHANICAL: RALSTON MECHANICAL CONSULTING 356 Echo Canyon Court Grand Junction, CO 81507 (970) 434-9819 ELECTRICAL: GRAND VALLEY ENGINEERING SOLUTIONS 2961 Circling Hawk Court Grand Junction, CO 81503 (970) 256-0353 Com Dev: "This Plan Set for the Pitkin County Ambulance District Facility has been reviewed and approved for compliance with the applicable provisions of the City of Aspen Land Use Code by the C ity of Aspen "C6;;evelopment Director this 241*)av of ' 20& To the extent that anything in this PROJECT INFORMATION Plan Set inconsistent or in conflict with any City of Aspen L 1 Development Orders relating to these Condominiums or OICA11110N 405 CASTLE CREEK RD, any other provisions of applicable law, including but not jjT 1 PARCEL A ASPENJALLE Y HOSPITAL limited to other applicable land use regulations and 1, SUBDIVISION building codes, such other Development Orders or applicable laws shall control," LOT AREA 2,871 ACRES 4,7r, 1253060, 76 SQ FT JC mm*unity Dev ment Director Engineering: " This Plan Set for the Pitkin County Ambulance District Facil, 1 was, reviewed for Depiction V -- of Engineerini - ke% N1his,2,*4-0day of -."Vea-r 2018.' Cit-Engineer City Council Certificate: "The Pitkin County Ambulance District Facility was approved by the City of Aspen City Council, on the 30thDay of April, 2018 , by Ordinance No, 9, Series of 2018." Steven Skadron, Ma or / Attest: Linda Manning, Clerk CHAMBERLIN ARCHITECTS 437 Main St. Grand Junction, Colorado 81501 T 970.242.6804 725 Saint Joseph St., Suite B1 Rapid City, South Dakota 57701 T 605.355.6804 vmw.chamberlinarchitects.com 1 111 CASTLE CREEK ROAD ASPEN, COLORADO C ru"i-V E: R S HN E E T NO; ISSUED FOR: DATE, PROJECT STATUS: 100% CID LEGEND ---------- ---- - - - - - - - - - - - - - - - - - - - - - ----- - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - -- - - - - - - - - - - - - - --- - - - - - - - - - - - - - - --------- - -- 0, -------------- -------- ---------- --- ------------------------------- - ------------ ---- - ----- ----- ---- aa X— — — — — — — - — i \ 0 FUTURE AMBULANCE F A C I L I T Y EXISTING TREE TO REMAIN DECIDUOUS TREE PERENNIAL LOW GROW NATIVE SEED MIX CONC PVMT; RE CIVIL PLANTING BED / MULCH STREET LIGHT; RE ELEC ENO C H A M B E R L N A R C H U T E C T ENHANCING EVERYDAY LIVING THROUGH DESIGN CHAMBERLIN ARCHITECTS 437 Main St. Grand Junction, Colorado 81501 T 970.242.6804 725 Saint Joseph St., Suite B1 Rapid City, South Dakota 57701 T 605.355,6804 www.chamberlinarchitects.com LIFT STUDIO LLC LANDSCAPE ARCHITECTURE PO BOX 2748 ASPEN, CO 81612 970 404 5610 LIFTSTUDIOLANDSCAPE.NET — — — — — — LANDSCAPE EDGE w 0 A _LEC 7_1 1 E I ASPEN AMBULANCE IL FRANS Um I S"TmK Ko ";T F A LO ';"I L I T%Tf COMPACT COMPA1111911 OT PA R I N L L / / / - \!i\ �I I I I RE CIVIL FOR ALL i i i / PARKING LOT 1 PARKING LOT PVMT CASTLE CREEK ROAD ASPEN, COLORADO ------------ \0 0 ENCLOSURE TRASH /RECY(*ING STORAG - - - - - - - - - - - - - \\ I / i �— - - - - - - - - - - - - - - - 0000 - - - - - - - - - - - - - - - - - - - - - - - - - GUARDRAIL ANCHORE o 000e TO WALKWAY; SIM .000 A A `E LANDOUAF KIM D% EV"""Lo"'M ENT t UF -- -------------------- I',''.00 mLAN- P A R"I L 0 T A ft NU N % ------- ------- m z ------ 0000 01 HEALTHI------------- - - 08, 16' 4000000 AND HUMAN NO: ISSUED FOR: DATE: SE RVIC ES ------- BUILDING ---- '000 C3 I / a A 0 a PROJECT STATUS: 100% CD r _j DATE: w 05/09/2018 SHEET NO: z o PROJECT NO: w < n1740 L 1mlo m , ( -ABRV ` SIZE 6.00 01 EXISTING TREE TO REMAIN L ®ABRV rO2'� DECIDUOUS TREE SIZE L6.00 03 (:OV(" ORVESHRUB L6.00 ns �—ABRV O� PERENNIAL size slz L6.00 LOW GROW NATIVE SEED MIX PLANTING BED / MULCH 03 — — — — — — LANDSCAPE EDGE L6.02 O ftm INTERSECTION 1 "=10'-0" PLANT LIST TREES -DECIDUOUS SYMBOL BOTANICAL NAME UA Ulmus'Accolade' PA Populus angustifoiia (lowest branches 8' above FG) PT Populus tremuloides SHRUBS .A R C H 0 T E C T ENHANCING EVERYDAY LIVING THROUGH DESIGN COMMON NAME SIZE QTY UNIT Accoldae Elm 3.5 IN 9 EA Narrowleaf Cottonwood 4 IN 5 EA Quaking Aspen 4 IN 5 EA SYMBOL BOTANICAL NAME COMMON NAME SIZE QTY UNIT RA Rhus aromatica'Gro-Love Dwarf Fragrant Sumac #5 13 EA CSA Corpus sericea 'Arctic Fire' Arctic Fire Dogwood #5 5 EA AU Arctostaphylos uva-ursi Bearberry #1 62 EA PERENNIALS SYMBOL BOTANICAL NAME COMMON NAME SIZE QTY UNIT AM Achillea millefolium Common White Yarrow #1 35 EA GRASSES SYMBOL BOTANICAL NAME COMMON NAME SIZE QTY UNIT FG Festuca glauca'Elijah Blue' Elijah Blue Fescue #1 106 EA HS Helictotrichon sempervirens Blue Avena Grass #1 164 EA SEED MIX SYMBOL MIX NAME SPECIES SEED RATE QTY UNIT R-NLGM Rivendell-Native Low Grow Mix 20% Blue Fescue 1/21b per 3000 SF 15% Blue Grama 1,OOOFT2 15% Rocky Mountain Fescue 151/6 Canby Bluegrass 10% Indian Ricegrass 10% Sandberg Blue 10% Sideoats Grama 21/2% Bottlebrush Squirreltail 21/2% Alpine Bluegrass CHAMBERLIN ARCHITECTS 437 Main St. Grand Junction, Colorado 81501 T 970.242.6804 725 Saint Joseph St., Suite B1 Rapid City, South Dakota 57701 T 605.355.6804 www.chamberlinarchitects.com LIFT STUDIO LLC LANDSCAPE ARCHITECTURE PO BOX 2748 ASPEN, CO 81612 970 404 5610 LI FTSTU DIOLAN DSCAPE. NET CASTLE CREEK ROAD i ••D• . Iwo � 111111F 0 DATE: U 05/09/2019 SHEET NO: U a z PROJECT NO: W m 1740 L4m10 a N gal F f -F - -F ,F \ ,, + +. +R}T.+ {. CC 1 + - + -F + W + -+ + + + F+! + + + -F i Q F -+ + -+ + + + + + + + + I- + + + .{. -} 1 5 I -} -F + i- + � {. + +- + r -F + + + +, t' _F .+ • _{- I + -R R �. + +. _F I 0 + .+. + + +. .+ r + + .. + -r + +- +. .F ..F. + 4. -F i, T+N. + -+ m + + + i- + + .} -F r + i. F f. + + (1 + -F + i -+ y + + + - + + .� + + + -I. F -} r -+ -F -F I +J F + + + + +} } T -t -F -F + -+ -F 1 i + + +( + + ++ + PPO+ + F + r + + + .f- J + + + 1 + qi 1- + F. t)�� .. { F/ + �w __ + + -} + - +- + + r + + -I- / \ + + +- + -+ + + r + + + 1 -F - + +- + 1 + 1 ,. + + + + +- + +- -F -+ + + + + r + -f. + + +. +. + + + rj .F + + F -+ + + + W RW + `+ + 4- .t + -F + + + -+ -F + + + 1 F / 4- + - .I- + -F -F --F OR6 + + + -F - +- + + - +- ++ + +- / + - + + + -+ + + -F + f RT + , r + +.. + .} F -F +_ .+ + -F .+ + +- } I + + r 4 -+ RW + + + + -r + +- 4- + + + -f + 112D + ; + + + .+ 1+ + + -F -F .I.. + f. + + -+ +RW, I r -+ -F + r -+ + I + + I AT .+ : + -F L + ++ +-F + , +- + + < + .+. .. .+. + .F_ + + + UI i.. ........ ...... + + + L -r + + -F + + -+ -} \ i ++ + + Q}� + + I ' + + + 4 1- F i F + -F .F 4- .f. - +. T r rt i F - t i F + f+ F RTI + F + i *+ PPO+ L Y • i- +- +- lft + v + .F F _f. -F .+ .F ,; .F _+ r .+. {_ + + + + +- F .+ .+ F i- R' -f + + / + + +- + + +. -F -t -F + +- -+ + + + + + + + -+ + + �RTI + -F Ppo .{. + .+ ...F + -} i \ -} + -+ Off+ + + + +. -f +- 1 + + + + -+ i + + i 4 + + 1- + + + - + + r + -f- + +. -1 .}. + PPO I _ o r. + .+ -f. .+. .+ .F r + "F -F + i .I.. F -+ ..I. +. r- + -F -+ -F ' - - '4. ++ + + + - / + + + + + ++ + F -F + -+ + + +F +. _+ +. + -FF + + + + + I- + + IF + + RP 4, .+ At iI + .+. r + .+. .} F + + -I- -F + + + + + }. i i I + + +. .F ` F +. -F +' f + + + + -" + + ++ -�. .+ .+ - 7 F ,I.. .}. F ma�.yy.�•�'� _ F F I f t- \ + +. 4- F IF F + + -F +' +' -F +- + i' F + L + + } +- + , + + + . } -- -1- + i-+ ++-t' µ +Y -+ + F+ - -} .1. -F - r + + + PPO+ + 1 / - PLANTING LEGEND — —------------------ — - A R C H fl T E C T S 05 ROOT BARRIER (CURB AND UTILITIES BELOW) ENHANCING EVERYDAY LIVING THROUGH DESIGN -- H O S P 1 T A L LOOP ROAD LOWEST TREE BRANCHES SHALL BE 8' ABOVE �A ( / ( o BRV�`-�ABRV � EXISTING TREE TO REMAIN CHAMBERLIN ARCHITECTS FINISH GRADE. l `SIZE J SIZE / L6.00 437 Main St. Grand Junction, Colorado 81501 \ y / T 970.242.6804 725 Saint Joseph St., Suite B1 *ABRV 02 DECIDUOUS TREE Rapid City, South Dakota 57701 SIZE 1,L6.00 T 605.355.6804 _ ---- www.chamberlinarchitects.com ABRV 1. ABRV� 03 SIZE III��� SIZE , e ,,,, EVERGREEN TREE R 04 siz ' sz v SHRUB L6.00 ABR ABRV SIZE AIR AW � O5 size srz ABA PERENNIAL �z L6.00 SOD + + O2 NATIVE SEED PLANTING BED / MULCH W= LIFT STUDIO LLC LANDSCAPE ARCHITECTURE PO BOX 2748 ASPEN, CO 81612 970 404 5610 LIFTSTUDIOLANDSCAPE.NET PLANT LIST TREES -DECIDUOUS SYMBOL BOTANICAL NAME COMMON NAME ASPEN SIZE OTY UNIT PT Populus tremuloides (lowest Quaking Aspen 3.5 IN 4 EA AMBULANCE branches 8' above FG) SAC Sorbus aucuparia'Cardinal Royal' Cardinal Royal Mountain Ash 3 IN 6 EA DISTRICT FACILITY TREES -EVERGREEN SYMBOL BOTANICAL NAME COMMON NAME SIZE OTY UNIT PPO Pinus Ponderosa Ponderosa Pine 8 FT 5 EA CASTLE CREEK ROAD ASPEN, COLORADO PPO Pinus Ponderosa Ponderosa Pine 10 FT 4 EA SHRUBS SYMBOL BOTANICAL NAME COMMON NAME SIZE OTY UNIT CSA Corpus sericea'Arctic Fire' Arctic Fire Dogwood #5 19 EA CSI Corpus sericea'lsanti' Isanti Dogwood 4 FT 8 EA MR Mahonia repens Oregon Grape Holly #1 88 EA RA Rhus aromatica'Gro-Low' Dwarf Fragrant Sumac #5 12 EA RT Rhus trilobata Three leaf sumac 4 FT 20 EA RW Rosa woodsii Woods Rose #5 51 EA PLANTING PLAN SA Symphoricarpos albus Snowberry #10 38 EA AND SCHEDULE AU Arctostaphylos uva-ursi Bearberry #1 174 EA PERENNIALS SYMBOL BOTANICAL NAME COMMON NAME SIZE OTY UNIT 0' 05, 10, IS Iris sibirica 'Caesar's Brother' Blue Siberian Iris #1 17 EA NO: ISSUED FOR: DATE: PP Penstemon pinifolius Pineleaf Penstemon #1 19 EA SSM Salvia sylvestris Marcus Marcus Dwarf Blue Sage #1 19 EA 0 Z� GRASSES A SYMBOL BOTANICAL NAME COMMON NAME SIZE QTY UNIT FG Festuca glauca'Elijah Blue' Elijah Blue Fescue #1 16 EA A HS Helictotrichon sempervirens Blue Oat Grass or Blue #5 48 EA Avena Grass 0 0 SEED MIX SYMBOL MIX NAME SPECIES RATE OTY UNIT PROJECT STATUS: 100% CD SOD Poa pratensis Kentucky Bluegrass 2760 SF R-PCNGM Rivendell-Pitkin County 25% Slender Wheatgrass 1/2-1 Ib 5200 SF Native Grass Mix 20% Mountain Brome per DATE: 20% Western Wheatgrass 1,000 05/09/2018 SHEET NO: 20% Secar Bluebunch FT2 Q 5% Thickspike Wheatgrass 5/o Idaho Fescue PROJECT N0: o 3/o Green Needle lu" 174® L 4mOO 2% Indian Ricegrass co 0 N U ---------- ------------------ a N CN M o N A201 ' 1 A A513 B C D 1 128' 0" E 18'-61/4" 18'-0" 18'-0" 18'-0" 14'-0" 19 1 7 STORAGE I SHOWER PANTRY 1 I YT 1 1'0"8'-9"3'-0" 228 227 219 60'-31/4" 1'-0"T-4" 1'- I/ 2"4'-511I ] .�.•�.�...•�• .�. •�.— — — — — — — — — — — — — — — — -- — -- [603 ------------- — — — B06 _ --VIM=- BUNK RM A _ — — — — — — — 4 ® A301 1 A302 2 r- 228 1co 4- 219 — — I I FLEX ® 206 CTR WALL ON N = • 229 ' 227 1 ®..®••• • DINING GRID LINE - � • I 1 7 KITCHEN 2 ® • 218 i 206 1A ' CTR WALL ON o • BUNK RM GRID LINE 1 - - CTR WALL ON 5'-101/4" 8' -1 1/4" r- GRID LINE I N ' SHOWER o _•_•_•_•- IB23T. 230 226 iI-+ # ' 208 r 226 ; UNIFORM 3 - LOCKERS < I A513 .• 221 r I 3 • CORRIDOR • • ° A301 BUNK RM 224 231 0 �J 1A • ® L ( 0 EE I I DAYROOM • I o L? a> L 216 I • ! B23 - - _- - ® - - - -- - 231 • o • CTR WALL ON • 211 5 A301 •+ I • • GRID LINE 211 6' � 6 1 225 BUNK RM \ • I ' 9' - 91/2" OFFICE 205 205 209 GENERAL NEW CONSTRUCTION NOTES C H A M B E R a_ I N; 1. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION A R C H I T E C T 5; FROM THE ARCHITECT PRIOR TO CONTINUING CONSTRUCTION. ENHANCING EVERYDAY LIVING THROUGH DESIGN 2. ITEMS NOT NOTED ON THE DRAWINGS SHALL BE CONSIDERED THE SAME AS NOTED ITEMS WHICH ARE GRAPHICALLY REPRESENTED IN THE SAME MANNER. CHAMBERLIN ARCHITECTS 3. PROVIDE TREATED SOLID WOOD BLOCKING FOR ALL WALL EQUIPMENT, TOILET ACCESSORIES, MILLWORK AND OTHER WALL MOUNTED ITEMS. 437 Main St. SEE ELEVATIONS AND EQUIPMENT SPECIFICATIONS FOR ADDITIONAL Grand Junction, Colorado 81501 INFORMATION. T 970.242.6804 4. CONTRACTOR SHALL CAULK AT THE INTERFACE OF INTERIOR FACES OF DOOR FRAMES WITH ADJACENT MATERIALS THOUGH JOINT MAY NOT BE 725 Saint Joseph St., Suite B1 VISIBLE. Rapid City, South Dakota 57701 5. PROVIDE TRANSITION STRIPS BETWEEN FLOOR MATERIALS OF T 605.355,6804 DISSIMILAR HEIGHTS. CENTER TRANSITION STRIPS UNDER DOORS OR ; OTHER PLACES OUT OF SIGHT. www.chamberlinarchitects.com 6. PROVIDE POSITIVE SLOPE ON ALL FLOOR DRAINS, MINIMUM 0171/8" PER FOOT. SLOPE FLOOR ALL AROUND FROM ADJACENT WALLS TO FLOOR DRAINS, DO NOT DEPRESS ONLY THE AREA IMMEDIATELY AROUND THE ; DRAIN. ; 7. REFER TO THE MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR THE LOCATIONS OF PIPING, VENTS, DUCTS, CURBS, FANS AND OTHER ITEMS WHICH PENETRATE THE ROOF PLANE. 8. DOOR JAMB LOCATION OFF FACE OF WALL IS 4", TYPICAL, UNLESS NOTED ; OTHERWISE. 24 . A512 G H A511 ; 14' - 0" 10' -11 1/2" 6- 41/2" 10' -13l4" ; 6 1,-----------� -----------------1-----� -2"1'-0" 9'-1" 93/4" 2'-2" 5'-9314" 2'-2"11-0" 15'-7" 23/4" 6 A732 ---- ^ ---- ^ 37 — — — B08 B07 B07 — _ — B09 - — — — — — I 0 I I 9' - 91/2" SLOPE (B10] I I N I A733 OFFICE I OFFICE TYP 204 203 i ENTRY BELOWGWB SOFFIT OPEN VER ASPE I CTR WALL ON TO BELOW [B11] i 1 1 GRID LINE 1 1 � , I 1 i A511 CANOPY DISTRICT I L ITY 204 203 A406 I i OUTLINE MECH/ELEC 209 232 221 Q 2 I 17 3/4"xW" FIXED & SLIDING 11 CORRIDOR o CTR WALL ON SHOW •®0�0- . * �•�•�•�•��•�•�• A703 DOOR GLASS PANELS 21 O A202 2 GRID LINE 225 CORRIDOR 7 220 A733 OPP 1 0 220 A302 �• CTR WALLS ON --I GRID LINES 10 STAIR REPORTS 1_7 CONFERENCE • RON 0 —m ..����■..��r■�.urr -w �irr��i =..� + ..r.iL7J��:� © r 7'07wm lim loom 0 .�� ME i oEll �hk I U v I ( ROOF DRAINS BELOW, TYP OF 6. 2 SLOPE 1/4":12" TOWARDS DRAINS 2 24"x24" CONC PAVERS ON ADJUSTABLE PEDESTALS A512 A201 ON SINGLE PLY ROOF MEMBRAN ON 1/2" COVER BOARD ON HIGH DENSITY RIGID INSULATION a C I IAPpR I mxi FI onR PI AN _ 77 0 8 1 0 co co V rFFICE 212 N I00 6' - 6" 2 A513 201 WAITING 201 (A05j I 4 1 n 3A �LEVA1TOR l�?1 1 4'-4" 1'-4" [B16I , A732 I 16-91/4" HE rd 5 0 7 CASTLE ROAD ASPEN,O•.Df NO, ISSUED FOR: DATE: ;0 �o 0 PROJECT STATUS: 100% CD DRAWN BY: SH CHECKED BY: PH DATE: w 05109/2018 SHEET NO: Z PROJECT NO: ;m A102 1740 0 N m. - ' A202 GROUND LEVEL FLOOR PLAN �i 0' 4' 8' MAIN WATER SERVICE & FIRE nnninun rn ninrn nnrn GENERAL NEW CONSTRUCTION NOTES !C H A M B E R L I N 1. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION A R C H I T E C T S FROM THE ARCHITECT PRIOR TO CONTINUING CONSTRUCTION. ENHANCING EVERYDAY LIVING THROUGH DESIGN ' 2. ITEMS NOT NOTED ON THE DRAWINGS SHALL BE CONSIDERED THE SAME ; AS NOTED ITEMS WHICH ARE GRAPHICALLY REPRESENTED IN THE SAME 3. MANNER. PROVIDE TREATED SOLID WOOD BLOCKING FOR ALL WALL EQUIPMENT, CHAMBERLIN ARCHITECTS TOILET ACCESSORIES, MILLWORK AND OTHER WALL MOUNTED ITEMS. 437 Main St. SEE ELEVATIONS AND EQUIPMENT SPECIFICATIONS FOR ADDITIONAL Grand Junction, Colorado 81501 INFORMATION. T 970.242.6804 4. CONTRACTOR SHALL CAULK AT THE INTERFACE OF INTERIOR FACES OF DOOR FRAMES WITH ADJACENT MATERIALS THOUGH JOINT MAY NOT BE 725 Saint Joseph St., Suite 61 VISIBLE. Rapid City, South Dakota 57701 5. PROVIDE TRANSITION STRIPS BETWEEN FLOOR MATERIALS OF T 605.355.6804 ; DISSIMILAR HEIGHTS. CENTER TRANSITION STRIPS UNDER DOORS OR OTHER PLACES OUT OF SIGHT. www.chamberlinarchitects.com 6. PROVIDE POSITIVE SLOPE ON ALL FLOOR DRAINS, MINIMUM OF1/8" PER FOOT. SLOPE FLOOR ALL AROUND FROM ADJACENT WALLS TO FLOOR DRAINS, DO NOT DEPRESS ONLY THE AREA IMMEDIATELY AROUND THE ; DRAIN. 7. REFER TO THE MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR THE LOCATIONS OF PIPING, VENTS, DUCTS, CURBS, FANS AND OTHER ITEMS WHICH PENETRATE THE ROOF PLANE. 8. DOOR JAMB LOCATION OFF FACE OF WALL IS 4", TYPICAL, UNLESS NOTED ; OTHERWISE. 1 T7._. F- i------- 2 I ELEC. ------ r------ I 105 _ I L--- _ -- ------ ------ ------ ---_ -- • • 7 A651 1 C L ® /� 1 /� N- I I° I I I STAIR 302 `� •o _ 4 NO: ISSUED FOR: DATE: —L 105 - - o 1046 7 _ co a' Q I UPIN 5 0 00 5 I CONC RAMP W/ STL TUBE HANDRAILS, I - RE: CIVIL 0 3 ----- _ 0 ; A511 o 0 ; 3'-0" 3'-0" `' o 0 ; I I I A ; M 0 _ PROJECT STATUS: 100% CD - CU (TYP of 3), 3'- 8 3/4" 11' - 9" 1' - 0° DRAWN BY: SH CHECKED BY: JVV RE: MECH DATE: 05/09/2018 SHEET NO: 'z PROJECT NO: ;m 1740A101 ,U -------------------- ------------- ,o N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - -- - - - - - - - - - - - - - - - -- - - - - - - - - - - N-v - - - - - - - - - - - - - - - - - - - - - - - - - - --------------------------------------------------------------- 00 . . . . . . . . . . :A R C H I T E C T S ENHANCING EVERYDAY LIVING THROUGH DESIGN CHAMBERLIN ARCHITECTS 437 Main St. Grand Junction, Colorado 81501 T 970,242.6804 725 Saint Joseph St., Suite 131 Rapid City, South Dakota 57701 \ \ \ \ I'I' l,i± i'I' 1' \ \ \ \ _ \ ® / \� `\ \ \\ \ \ °` \` \ T 605.355.6804 www.chamberlinarchitects.com N f �4 ........... f ........... V ED I L PROPOSED AMBULANCE BUILDING coo ON GRADE MECHANICAL V/ NOT BUILDING .01 2 STORY BUILDING .00, 01 1_C0 J11111 .777 \ 1 STORY ELEMENT BELOW —.DECK OVER OCCUPIED -\ q GROUND FLOOR X WW EXISTING HEALTH AND HUMAN ASSUMED PROPERTY LINE SERVICES BUILDING 0 f LJ I _j w / cc B N, t Cq • 3 , \ 1� ------------ A --- m---- ------ -------- \� --- I, --- - - - - L ASPEN 'AMBULANCE DISTRICT FACILITY, CASTLE CREEK ROAD ASPEN, COLORADO SITE PLAN NO: ISSUED FOR: DATE: I&I PROJECT STATUS- 100% CD DRAWN BY: KH CHECKED BY: DG DATE: U, 05/09/2018 SHEET NO: PROJECT NO: 100 Iz .:n w 1740 Noma .I T 0 (0 M O N 7 6 5 4 I I Li 1 I UPPER LEVEL h_ 116' - 0" ELECTRICAL OUTLET, RE: ELEC (TYP) 5 EXTERIOR ELEVATION - COVERED PATIO - WEST A202 4' 8' D UPPER LEVEL 116' -- 0" 4 EXTERIOR ELEVATION - COVERED PATIO - NORTH A202 —�4' 1 r d 4 k _.__7 I UPPER LEVEL 3 116' 0" ELECTRICAL OUTLET, Ij I RE: ELEC (TYP) �. �3� EXTERIOR ELEVATION -COVERED PATIO -EAST A202 4' 1 0 ELEVATOR BE FURNACE EXHA RE: METAL,7 METAL, 7 STL TUBE GUARI ALUM STOREF WIN MECHANICAL & GENERATC MECH E PRE F SILL DRIP ED( ------------ A R C H I T E C T S ENHANCING EVERYDAY LIVING THROUGH DESIGN 5 4 3 33' HEIGHT LIMIT CHAMBERLIN ARCHITECTS 7 6 2 1 0 437 Main St. Grand Junction, Colorado 81501 ; _ _ _ _ _ _ —------- --------- ----------------------- T.O. ROOF T 970.242.6804 — — — — — — — — — — — — — — — — — — — — — — ®®®®®— OL 132' - 2" 725 Saint Joseph St., Suite B1 ; 1 I PRE FINISHED MTL FOOR Rapid City, South Dakota 57701 EDGE FLASHING T 605.355.6804 ; T.O. ROOF — 0-0° 0 0 0 1 METAL, TYPE 1 www.chamberlinarchitects.com 126' - 7" T.O. ROOF 125' 9" ALUM STOREFRONT ; - [Bill _ (B 0) WINDOW (�J I �vl v ALUM BREAK MTL #AL61 I I I COLUMN WRAP - ----- PRE FINISHED MTL SILL ; L DRIP EDGE FLASHING CMU CONTROL - ; JOINT UPPER LEVEL - T.O. CAN 'F PRE N FINISHED MTL & EAST ELEVATION 4' o' 8' i WD CANOPY LIGHT FIXTURE, RE: ELEC ALUM STOREFRONT ALUMINUM BREAK MTL COLUMN WRAP CMU BLOCK FINISHED GRADE RE: CIVIL MAIN FLOOR ii, 100, - 0" `I' ADA DOOR OPERATOR ELECTRICAL OUTLET, RE: ELEC (TYP) EXISTING GRADE, RE: CIVIL 33HEIGHT LIMIT FROM EXISTING GRADE ELEVATION NO: ISSUED FOR: DATE: Q Q ,Q ;Q ;Q WEEPS & FLASHING I I 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 UPPER LEVEL .�_ 0 ' I 116' - 0- 0' `IF CJ IN CMU CMU BLOCK Q FINISH GRADE, RE: CIVIL Q EXISTING GRADE, RE: CIVIL Q ' o I -------- ____________________.. --- PROJECT STATUS- 100% CD DRAWN BY: KH CHECKED BY: JW _ _MAIN FLOOR , DATE: , " w — 100 - 0 05/09/201 S SHEET NO: z 2 WEST ELEVATION PROJECT N0: ,ca A2o2 4 1740 A202 _ � o' 8' ,o N n ME LOUVERED A DUCTED AREA; TO MATCF ME' PRE FINISHE EDGE SILL C T PRE FINIS w ALUM ST( GARAC F ALUM E COLT PRE GUTTER & [ to STL GUARI VERTICAL: CENTER 0l� DISCHARGE ONTO SF CONCRET ri ° ELECTRI ' RE W m a d� U 4, - 0 0� 8Cl m-.-------------------------------------------------- - C H A M B fE R L N ,A R C H T E C T S ENHANCING EVERYDAY LIVING THROUGH D E 8 1 G N ' CHAMBERLIN ARCHITECTS 437 Main St. Grand Junction, Colorado 81501 ,IG T 970.242.6804 ; 725 Saint Joseph St., Suite 131 Rapid City, South Dakota 57701 ; T 605.355.6804 -{ www.chamberlinarchitects.com SIP��? ; AZ ED CASTLE CREEK ROAD ASPEN, COLORADO AT ANE EXTERIOR ED ANTENNA LEVAE TI ONO 'ERRUN T.O. ROOF dL 126' - 7" T.O. ROOF 125' - 9" NO: ISSUED FOR: DATE: A METAL; TYPE 1 0 ALUM STOREFRONT Q , WINDOW Q ; METAL; TYPE 2 0 ; UPPER LEVEL 0 _ — 116'-0" A A PRE FINISHED MTL DRIP EDGE SILL FLASHING A CMU BLOCK 0 ; ;0 CONC RETAINING WALL, 0 RE: STR. SLOPE TOP (@ 42" A ; ABV) W/ CIVIL RAMP GRADE STL RAMP HANDRAIL RE: LAND PROJECT STATUS: 100% CD EXISTING GRADE DRAWN BY: SH, KH CHECKED BY: JW ; CONC SIDEWALK RAMP FINISH GRADE, RE: CIVIL DATE: _ _ —MAIN FLOOR 05/09/2018 SHEET NO: U 100, - 0" a PROJECT NO: 'z ;W 1740 A201 ;_ ,U 0 ----------------------------- N x PRE-FINISHE GRAVEL S1 CONTINUOUS GAI 1 ROOF PLAN All41 0, 8' H I J GENERAL ROOF NOTES 1. MINIMUM INSULATION THICKNESS AT INTERNAL ROOF DRAINS SHALL LU BE 4 INCHES. _ o = 2. PROVIDE POSITIVE DRAINAGE AT ALL AREAS OF ROOF. PONDING OF SLOPE WATER IS NOT ACCEPTABLE. _ 0 3. SEE REFLECTED CEILING PLANS FOR ADDITIONAL DIMENSIONS. 4. SLOPE ALL GUTTERS TO DOWNSPOUTS MINIMUM 1/16 INCH PER FOOT. r� 5. ALL EQUIPMENT CRICKETS SHALL BE SLOPED 1/4 INCH PER FOOT. CANOPY ROOF PLAN I�2' 0' 4' T ITL ROOF ITL t H I Tf CANOPY BELOW, RE: 2 / A141 ELEVATOR D METAL P WITH 3 GALV CLEAT ROOF JN I BOARD ON kTION 'C H A M B E R L I N ,A R C H 0 T E C T S ' ENHANCING EVERYDAY LIVING THROUGH DESIGN CHAMBERLIN ARCHITECTS 437 Main St. Grand Junction, Colorado 81501 T 970.242.6804 725 Saint Joseph St., Suite B1 Rapid City, South Dakota 57701 T 605.355.6804 www.chamberlinarchitects.com NO: ISSUED FOR: DATE: ;0 A ;0 0 ; ;0 A A ; ;0 ; 0 ; :0 :0 ;0 ;A PROJECT STATUS: 100% CD DRAWN BY: JW, SH CHECKED BY: JW , DATE: w 05/09/2018 SHEET NO: ; A ,Q 'z 'J PROJECT NO: A1141 ;m 174® ,U .o N 6 If DUMPSTER ENCLOSURE ROOF 3" 6" DETAIL AA �� 6 STL TUBE BEAM, RE: STIR (PNT) 22 A653 PRE FINISHED MTL DRIP EDGE n GROUND FACE CMU, TYPE 1 GROUND FACE CMU, TYPE 2 9 4"x3" WELDED STL TUBE FRAME GATES - W/ PERFORATED MTL PANEL INFILLS A653 F-7 \ STL CHANNEL JAMB (PNT) d 8"x8" STL TUBE COLUMN, RE: STIR (PNT) 0 I 0, LOCKABLE LATCH HEAVY DUTY WELD ON STL HINGES (3 PER GATE), CAPABLE OF XXXLB , GATE LOAD (TYP OF 9) 11 PRE FINISHED STANDING SEAM MTL ROOF ON CONT ICE & WATER SHIELD ON 1/2" PT PWD ON 1-1/2" RIGID INSULATION ON MTL ROOF DECK, RE: STIR PT WD 2x4 BLK'G PRE FINISHED MTL RAKE FLASHING W/ CONT GALV CLEAT CONT GALV MTL 'Z' CLEAT BY ROOFING MFR'R LAP ROOFING UNDERLAYMENT OVER MTL FASCIA ICE & WATER SHIELD, LAP DOWN FASCIA PRE FINISHED BRK MTL FASCIA FLASHING :ALANT (TYP) -ION (TYP) DUMPSTER ENCLOSURE EAVE ROOF DETAI i F T 0, T PRE FINISHED STANDING SEAM MTL ROOF ON CONT ICE & WATER SHIELD ON 1/2" PT PWD ON 1-1/2" RIGID INSULATION ON MTL ROOF DECK, RE: STIR GALV'Z' CLEAT BY ROOFING MFR'R PRE FINISHED MTL PEAK FLASHING W/ CONT GALV CLEAT LAP ROOFING UNDERLAYMENT OVER MTL FASCIA ICE & WATER SHIELD, LAP DOWN FASCIA PRE FINISHED BRK MTL FASCIA FLASHING STL TUBE BEAM, RE: STIR (PNT) DUMPSTER ENCLOSURE - EAST ELEVATION 0 ------------------ PRE FINISHED STANDING SEAM MTL :A R C H 8 T E C T S ROOF ON ROOFING UNDERLAYMENT ON CONT ICE & WATER SHIELD ON 1/2" PT ;ENHANCING EVERYDAY LIVING THROUGH DESIGN PWD ON 1-1/2" RIGID INSULATION ON MTL ROOF DECK, RE: STR -- — CHAMBERLIN ARCHITECTS PT WD 2x4 BLK'G — _ 437 Main St. LAP ROOFING UNDERLAYMENT OVER —+' Grand Junction, Colorado 81501 CLEAT FLANGE — -- T 970.242.6804 CONT GALV MTL CLEAT _ _ 725 Saint Joseph St., Suite B1 Rapid City, South Dakota 57701 T 605.355,6804 STL ANGLE, RE: STIR - I www.chamberlinarchitects.com 3/4" PT PWD BLK'G PRE FINISHED MTL GUTTER PRE FINISHED BRK MTL SOFFIT & FASCIA CONT GALV MTL CLEAT CONT BACKER ROD & SEALANT (TYP) 4F COMPRESSIBLE INSULATION (TYP) DUMPSTER ENCLOSURE GUTTER DETAIL15ED 16„ ; DUMPSTER ENCLOSURE - WEST ELEVATION CASTLE CREEK ROAD ASPEN, COLORADO E ENCLOSURE 6 6 A653 A653 A653 IT n NO: ISSUED FOR: DATE: 8 AA 3 II IIAA A653 BB :A I w a- 0 J C/) STANDING EAM MTL ROC E F IN I 7 LOCKABLE BOLTS W/ STL CYLINDER a� RECEIVER INSET IN CONC SLAB (TYP OF 2) �i nl InAPSTFR ENCLOSURE - NORTH ELEVATION DUMPSTER ENCLOSURE - ROOF PLAI , A65 0 4 8' Cq M 2_ 01------------------------- .. _ - -. - - - - - _ - _ - - - .. _ _ .. _ - - .. _ _ _ 22 0 401 ; — IRRIGATION CONTROL >< > Q 0 PANEL TRASH DUMPSTER RECYCLING 186 SF COMPOST Q 3 } i 0 A653 A653 4 > FACILITY O O O O OPP STORAGE I 4®1X 6" CONC FILLED STL 212 SF X HHS BOLLARD, TYP OF 4 ST00 GE PROJECT STATUS- 100% CD I >< X 112 SF DRAWN BY: PH CHECKED BY: PH ; a ' i 402 ; 11 DATE: 05/09/2018 SHEET NO: 7 a A653 ,Z PROJECT NO: ;m 1 DUMPSTER ENCLOSURE FLOOR PLAN A653 A653 r---�4' __ 1740 0 0—� gAD Emma 'N