Loading...
HomeMy WebLinkAbout828-769wr j fr1 am N4 A� • b 7 December 21, 2010 ASPEN VALLEY HOSPITAL MASTER FACILITIES PLAN Aspen, Colorado PHASE II FINAL PUD - RECORDATION SET A i 1+t c^\�r e..e.r...J- S7 (o S ;z 4.1 Index of Sheets 1 OF 4 20F4 30F4 CS -101 CS -102 CG -101 CG -102 CG -103 CG -104 CG -105 CP -101 CP -102 CU -101 CU -102 CU -103 CC -501 CC -502 PLAT: CERTIFICATIONS AND NOTES PLAT: EXTERIOR BOUNDARY AND DETAILS PLAT: EXISTING EASEMENTS AND EASEMENTS TO BE VACATED PLAT: REMAINING EXISTING EASEMENTS AND LOTS, TRACTS AND EASEMENTS DEDICATED BY THIS PLAT SITE IMPROVEMENTS PLAN (NORTH END) SITE IMPROVEMENTS PLAN (SOUTH END) EXISTING SLOPE ANALYSIS SITE GRADING PLAN (NORTHERN AREA) SITE GRADING PLAN (CENTRAL AREA) SITE GRADING PLAN (SOUTHERN AREA) MASTER STORM SEWER PLAN NORTH AVH LOOP RD PLAN & PROFILE STA: 1+00-9+00 SOUTH AVH LOOP RD PLAN & PROFILE STA: 15 +50 -END OVERALL WATER PLAN SANITARY SEWER PLAN & PROFILE MASTER SHALLOW UTILITY PLAN DRAINAGE DETAILS DRAINAGE DETAILS L -100 EXISTING VEGETATION PLAN L -101 SITE PLAN L -102 SITE PLAN L -103 SITE PLAN L -104 LANDSCAPE PLAN L -105 LANDSCAPE PLAN L -106 LANDSCAPE PLAN L -107 LANDSCAPE PLAN L -108 LANDSCAPE PLAN L -109 LANDSCAPE PLANT LIST & NOTES AS -103 OVERALL ROOF PLAN A -301 BUILDING ELEVATIONS NORTH & EAST A -302 HOUSING ELEVATIONS Consultant Team 167,= - Aspen Valley Hospital John Schied Director of Operations 0401 Castle Creek Road Aspen, CO 81611 970 -544 -1149 Architect Heery Design Russ Sedmak Rich Wolfe, Rebecca Gschwend 820 16th Street Mall, Suite 200 Denver, CO 80202 720 - 946 -0276 Civil Engineer Sopris Engineering Nick Adeh Jesse Swann 520 Main Street, Suite A3 Carbondale, CO 81623 970 - 704 -0311 Site Planner DHM Design Laura Kirk Jason Jaynes 311 Main Street, Suite 102 Carbondale, CO 81623 970 - 963 -6520 Land Use Lamont Planning Services Leslie Lamont 725 Melissa Lane Carbondale, CO 81623 970- 963 -8434 SITE VICINITY MAP NOT TO SCALE (5- q s lYo, b S FI NA L P", ASPEN VALLEY HOSPITAL DISTRICT SUBDIVISION /P.U.D. PARCEL C, ASPEN VALLEY HOSPITAL DISTRICT SUBDIVISION, A PARCEL OF LAND SITUATED IN THE SW %4 OF SECTION 12 TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M. CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO) SHEET 1 OF 4 PURPOSE STATEMENT THE PURPOSE OF THIS FINAL PLAT IS TO SUBDIVIDE PARCEL C, VACATE EASEMENTS, DEDICATE RIGHTS OF WAY AND EASEMENTS, AND MEMORIALIZE PHASE II OF THE ASPEN VALLEY HOSPITAL MASTER FACILITIES PLAN CERTIFICATE OF OWNERSHIP AND DEDICATION 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: 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 DOES HEREBY SUBDIVIDE AND PLAT THE SUBJECT PROPERTY INTO ASPEN VALLEY HOSPITAL DISTRICT SUBDIVISION /PUD, AS DEPICTED AND DESCRIBED HEREON. SAID OWNER DOES HEREBY MAKE THE FOLLOWING DEDICATIONS AND GRANTS: 1. DOES HEREBY DEDICATE TO THE CITY OF ASPEN, COLORADO, IN FEE, TRACT F AS DEPICTED AND DESCRIBED HEREON, TO BE A PART OF THE CASTLE CREEK ROAD PUBLIC RIGHT -OF -WAY AND FOR UNDERGROUND UTILITY PURPOSES. 2. DOES HEREBY GRANT TO THE CITY OF ASPEN A PERPETUAL, NON- EXCLUSIVE EASEMENT FOR DRAINAGE AND SNOW STORAGE USE OF THE DRAINAGE AND SNOW STORAGE EASEMENT" DEPICTED AND DESCRIBED HEREON, FOR USE AND BENEFIT OF E N A N H U AN N IT THE PU BLIC. 3, DOES HEREBY GRANT TO THE CITY OF ASPEN A PERPETUAL, NON- EXCLUSIVE EASEMENT FOR PEDESTRIAN AND BICYCLE USE OF THE " PEDESTRIAN PEDESTRIAN TRAIL EASEMENT DEPICTED AND DESCRIBED HEREON , FOR THE USE AND BENEFIT OF THE PUBLIC. 4. DOES HEREBY GRANT TO THE CITY OF ASPEN AND UTILITY PROVIDERS PERPETUAL NON- EXCLUSIVE UTILITY EASEMENTS OVER UPON AND ACROSS THE "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. 5. DOES HEREBY GRANT TO THE CITY OF ASPEN, COLORADO, A PERPETUAL, NON- EXCLUSIVE NORDIC SKI TRAIL EASEMENT OVER, UPON AND ACROSS THE NORDIC TRAIL ASEMENT DEPICTED AND DESCRIBED HEREON FOR THE USE OF THE GENERAL PUBLIC FOR CROSS-COUNTRY E E BL C C S 0 SKIING PURPOSES ONLY FROM NOVEMBER 1 2010 THROUGH MAY 2011 AND DURING THE SAME TIME PERIOD I SUCCESSIVE YEARS 1, N i IN ORDER TO CONNECT THIS EASEMENT WITH OTHER SKI TRAIL EASEMENTS GRANTED TO THE CITY, ASPEN VALLEY HOSPITAL DISTRICT RESERVES THE RIGHT AT ANY TIME TO RELOCATE THE NORDIC TRAIL EASEMENT HEREBY GRANTED IN ORDER TO ACCOMMODATE ABOVE OR BELOW GROUND IMPROVEMENT THAT ASP N VALLEY HOSPITAL DISTRICT MAY HEREAFTER IR TO I TA IN CONNECTION IT ASPEN E E LLE 0 L D STR T DESIRE INSTALL C EC ION W H N S E VALLEY HOSPITAL DISTRICT DEVELOPMENT SO LONG AS THE RELOCATED ALIGNMENT OF THE NORDIC TRAIL EASEMENT CONTINUES TO CONNECT THE ADJOINING SKI TRAIL EASEMENTS. AFTER THE TRAIL ALIGNMENT HAS BEEN FINALIZED, ANY SUCH RELOCATION SHALL BE IMPLEMENTED BY AMENDMENT TO THIS FINAL PLAT WHICH AMENDMENT THE CITY OF ASPEN AGREES TO ACCOMPLISH BY ADMINISTRATIVE REVIEW AND EXECUTION AND REQUIRE CONSENT OF THE PARKS DEPARTMENT, WHICH CONSENT WILL NOT BE UNREASONABLY WITHHELD. 6. DOES HEREBY GRANT TO THE CITY OF ASPEN ATER DEPARTMENT PERPETUAL NON- EXCLUSIVE WATER FACILITIES EASEMENT OVER UPON W TM W T M N AND ACROSS THE "WATER LINE EASEMENT" DEPICTED AND DESCRIBED HEREON FOR THE USE AND BENEFIT OF THE CITY OF ASPEN WATER DEPARTMENT OWNING OR OTHERWISE DEALING WITH SUCH LINES AND INSTALLATIONS, FOR PURPOSES OF OPERATING, MAINTAINING, REPAIRING AND REPLACING SUCH LINES AND INSTALLATIONS. ASPEN VALLEY HOSPITAL DISTRICT RESERVES THE RIGHT AN T ME TO RELOCATE A A Y 71 PORTION OF SAID WATER LINE EASEMENT HEREBY GRANTED IN ORDER TO ACCOMMODATE ABOVE OR BELOW GROUND IMPROVEMENTS THAT ASPEN VALLEY HOSPITAL DISTRICT MAY HEREAFTER DESIRE TO INSTALL IN CONNECTION WITH ASPEN VALLEY HOSPITAL DISTRICT DEVELOPMENT, SO LONG AS THE RELOCATED ALIGNMENT OF THE WATER LINE EASEMENT CONTINUES TO CONNECT THE ADJOINING WATER LINE EASEMENT ANY SUCH RELOCATION SHALL BE IMPLEMENTED BY AMENDMENT TO THIS FINAL PLAT, WHICH AMENDMENT THE CITY OF ASPEN AGREES TO ACCOMPLISH BY ADMINISTRATIVE REVIEW AND EXECUTION AND REQUIRE CONSENT OF THE WATER DEPARTMENT, i E EQ E E E E DE THE WHICH CONSENT WILL NOT BE UNREASONABLY WITHHELD. 7. DOES HEREBY GRANT TO THE ASPEN CONSOLIDATED SANITATION DISTRICT PERPETUAL, NON- EXCLUSIVE SANITARY SEWER FACILITIES EASEMENT OVER, UPON AND ACROSS THE "SANITARY SEWER EASEMENT" DEPICTED AND DESCRIBED HEREON FOR THE USE AND BENEFIT OF THE ASPEN CONSOLIDATED SANITATION DISTRICT OWNING OR OTHERWISE DEALING WITH SUCH LINES AND INSTALLATIONS, FOR PURPOSES OF OPERATING, MAINTAINING, REPAIRING AND REPLACING SUCH LINES AND INSTALLATIONS. 1, EXECUTED THIS --A_ ✓_- -DAY 2010. , OWNER: ASPEN VALLEY HOSPITAL DISTRICT BY: - - - - -- AS: �� D STATE OF COLORADO) )SS COUNTY OF PITKIN ) II;:I_ �; r�7; ��LK�7I�[ eI1�L► �1; i�1, �[ �I�ti�i 'L FORE ME THIS :2 DAY OF 20_ BY AS - - -C � ----------- - - - - -- OF ASPEN VALLEY HOSPITAL DISTRICT. WITNESS MY HAND AND OFFICIAL SEAL MY COMMISSION EXPIRES: ------— --'� —� -------------- OTARY PUBLIC ATTEST: CITY CITY ENGINEER APPROVAL THIS FINAL PLAT OF ASPEN VALLEY HOSPITAL DISTRICT SUBDIVISION /PUD WAS APPROVED BY THE CITY ENGINEER OF THE CITY OF ASPEN, COLORADO THIS 23eO DAY OF 20 .ASa. CITY '44 CO v rNig .(LTfA .1"rlS> DIRECTOR APPROVAL THIS FINAL PLAT OF ASPEN VALLEY HOSPITAL DISTRICT SUBDIVISION /PUD WAS APPROVED BY THE :UT14/7_ DIRECTOR OF THE CITY =SPEN, ORRA THIS _& _ DAY OF LIIOJE_^_11�f±2 _ 201_0_. SIGNED >� � CM " DIRECTOR CITY COMMUNITY DEVELOPMENT DIRECTOR APPROVAL VICINITY MAP ASPEN CITY COUNCIL APPROVAL SCALE: r - 2000' THIS FINAL PLAT OF THE ASPEN VALLEY HOSPITAL DISTRICT SUBDIVISION /PUD WAS APPROVED BY THE CITY OF ASPEN CITY f COUNCIL ON THE 12 DAY OF JULY, 2010, BY ORDINANCE NO. 12, SERIES OF 2010, RECORDED IN THE OFFICE OF THE CLERK AND RECORDER OF PITKIN COUNTY, COL RADO AS RECEPTION N0. 572613. THE DEDICATIONS AND EASEMENTS SHOWN HEREIN ARE HEREB ACC5 014 wse w la MICHAEL C. IR5LA MAYOR el Y DATE CITY OF ASPEN PARKS DEPARTMENT DIRECTOR APPROVAL THIS FINAL PLAT OF ASPEq VALLEY HOSPITAL S BDIVISION /PUD WAS APPROVED BY THE CITY OF ASPEN PARKS DfPARTMENII DIRECTOR THIS jJ&_ DAY OFM; � " O_SQ. OF A_SPjTN PARKS DEPARTMENT 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 THIS FINAL PLAT OF ASPEN u 6 r • HOSPITAL f f . ' I ,'� � :tom a°3 + r T,' ^h DIRECTOR OF ,�, Q s b .. T h ,� "!••rte- e. e t, ASPEN, i l S r h 5 r N # 7 s f y • THIS '2-3 DAY OF�� , 20 �v. ,, �. {. � � ' l ^" / ' ,« ` ... �' �'Y. � 8 7 RO' 5 �� ' ' � ....i Y� • i `•' {t. • � �, ��i§t�,f%�F.I,I��,1i 1 ' �/' . .,. ..' � t ���. I Y � rod N• P �1 d t . y 1 ^ r I 'F5 • +) k • � J Y 1 t jj V ✓ u � 1 , } Y X. N § 1 "r' -,� � � 1 Vii. c.• Moak � tl� r# � , tip' ;,: � � j ,: +-" F /f' ,.,. +../ .'•' •.,. °n� `'d ' 5 6 "t 4� i'. 1. ,f.. \.. w t .t 6 �... � .. yam,,. ����+ y .,.+^ ♦ �` �1'�` :^?� wF �.z, r # i t S .. . '.. 1. .. . r E v 1 VICINITY MAP ASPEN CITY COUNCIL APPROVAL SCALE: r - 2000' THIS FINAL PLAT OF THE ASPEN VALLEY HOSPITAL DISTRICT SUBDIVISION /PUD WAS APPROVED BY THE CITY OF ASPEN CITY f COUNCIL ON THE 12 DAY OF JULY, 2010, BY ORDINANCE NO. 12, SERIES OF 2010, RECORDED IN THE OFFICE OF THE CLERK AND RECORDER OF PITKIN COUNTY, COL RADO AS RECEPTION N0. 572613. THE DEDICATIONS AND EASEMENTS SHOWN HEREIN ARE HEREB ACC5 014 wse w la MICHAEL C. IR5LA MAYOR el Y DATE CITY OF ASPEN PARKS DEPARTMENT DIRECTOR APPROVAL THIS FINAL PLAT OF ASPEq VALLEY HOSPITAL S BDIVISION /PUD WAS APPROVED BY THE CITY OF ASPEN PARKS DfPARTMENII DIRECTOR THIS jJ&_ DAY OFM; � " O_SQ. OF A_SPjTN PARKS DEPARTMENT 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 THIS FINAL PLAT OF ASPEN VALLEY HOSPITAL SUBDIVISION /PUD WAS APPROVED BY THE CITY COMMUNITY DEVELOPMENT DIRECTOR OF ,�, CITY OF ASPEN, COLORADO THIS '2-3 DAY OF�� , 20 �v. ��i§t�,f%�F.I,I��,1i T DIRECTOR ASPEN CONSOLIDATED SANITATION DISTRICT APPROVAL THIS FINAL PLAT OF ASPEN VALL Y H I DISTRICT SUBDIVISION /P.U.D. WAS REVIEWED BY THE ASPEN CONSOLIDATED SANITATIO DIST THIS � DAY OF _Yt�p 2010. By ---- - - - - -- SOPRIS ENGINEERING - LLC TITLE: _�k'apt� CIVIL CONSULTANTS SHEET INDEX SHEET 1 - CERTIFICATIONS AND NOTES SHEET 2 - EXTERIOR BOUNDARY AND DETAILS SHEET 3 - EXISTING EASEMENTS AND EASEMENTS TO BE VACATED SHEET 4 - REMAINING EXISTING EASEMENTS AND LOTS, TRACTS, AND EASEMENTS DEDICATED BY THIS PLAT 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704 -0311 N OTES 1) DATES OF FIELD WORK: APRIL - AUGUST, 2006 AND JANUARY, 2007. UPDATED DECEMBER 20, 2007 AND DECEMBER 2009. 2) DATES OF PREPARATION: DECEMBER, 2009. JANUARY - FEBRUARY, 2010 AND JULY - NOVEMBER, 2010. 3) BASIS OF BEARING: A BEARING OF N 00'15'33" 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. 4) BASIS OF PLAT. THE FOLLOWING PLATS AND DOCUMENTS RECORDED IN THE PITKIN COUNTY RECORDS: THE ASPEN VALLEY HOSPITAL DISTRICT SUBDIVISION PLAT RECORDED AS RECEPTION NO. 314687 ON AUGUST 30, 1989, THE MAP OF ASPEN VALLEY HOSPITAL DISTRICT ANNEXATION TO THE CITY OF ASPEN RECORDED AS RECEPTION NO. 512823 ON JULY 26, 2005, THE PLAT OF LOT 1 AND LOT 2 OF PARCEL A OF THE ASPEN VALLEY HOSPITAL DISTRICT SUBDIVISION RECORDED AS RECEPTION NO. 334895 ON JULY 25, 1991, THE PLAT OF MAROLT RANCH RECORDED AS RECEPTION NO. 235564 ON SEPTEMBER 14 1981 , N THE PLAT OF MEADOWOOD SUBDIVISION RECORDED AS RECEPTION 0. 121855 ON SEPTEMBER 16, 1965, THE AMENDED PLAT OF MEADOWOOD SUBDIVISION RECORDED AS RECEPTION NO. 140434 ON MAY 8, 1970 THE PLAT OF MEADOWOOD SUBDIVISION FILING NO. 2 RECORDED AS RECEPTION NO. 155683 ON DECEMBER 4 9 1 72 , THE PLAT OF LOT 1 AND LOT 2 OF PARCEL A ASPEN VALLEY HOSPITAL DISTRICT SUBDIVISION RECORDED JULY 25, 1991 AS RECEPTION NO. 334895 THE MASTER PLAN OF ASPEN VALLEY HOSPITAL PARCEL C ASPEN VALLEY HOSPITAL A A A& P VA L H S A DISTRICT SUBDIVISION RECORDED AS RECEPTION NO. 392639 ON MAY 13 1996• THE BUILDING PERMIT/BOUNDARY SURVEY PREPARED BY ALPINE SURVEYS, INC. DATED MAY 25, 1988, THE EXECUTORS DEED RECORDED AS RECPTION NO. 175967 ON JULY 1, 1975 DESCRIBING THE THOMAS PARCEL; VARIOUS DOCUMENTS OF RECORD, AND THE FOUND MONUMENTS, AS SHOWN. THIS PLAT S NOT CONSTITUTE A TIT AR P I ENGINEERING, C T I 5 L DOE 0 S TE LE SEARCH BY SO R S LL SE 0 DETERMINE OWNERSHIP O EASEMENTS OF RECORD. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHTS OF WAY AND /OR TITLE OF RECORD, SE RELIED UPON THE ABOVE SAID PLATS DESCRIBED IN NOTE 4. THE TITLE COMMITMENT WAS PREPARED BY STEWART TITLE GUARANTY COMPANY — ASPEN DIVISION. WITH AN ORDER NO. OF 45626 —C2, AND EFFECTIVE DATE OF NOVEMBER 17, 2009. 6) THE LINEAL 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. 7) THE SUBJECT PROPERTY IS LOCATED IN ZONE X, WHICH IS OUTSIDE THE 500 —YEAR FLOOD PLAIN ACCORDING TO FIRM PANEL 203 OF 325 08097CO203 C. EFFECTIVE DATE OF JUNE 4, 1987. L Z1 8) A MASTER DRAINAGE REPORT, DATED 2010, PREPARED BY SE FOR THIS SUBMITTAL, IS THE BASIS FOR THE DRAINAGE DESIGN FOR THE ENTIRE SITE AND IS DEPICTED ON THE CIVIL PLAT SHEETS HEREIN. 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, PURSUANT TO 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 ORDER No. 45626, EFFECTIVE DATE DECEMBER 21, 2006. 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 ST T TITLE OF COLORADO, INC. — ASPEN DIVISION, NEITHER ASSUMES NOR WILL BE CHARGED WITH ANY FIN PIAL OBLI ATIO OR LIABILITY WHATEVER ON ANY STA EMENT CONTAINED HEREIN. —� DATE fa 1 722 ADDRESS: _&20_r_E lipicins _� /b! / - - - - -- STATE OF COLORADO) SS COUNTY OF PITKIN )) THE TITLE CERTIFICATE WAS ACKNO,%ME G D B ORE ME IS __ a31� - -- DAY OF 1[s CCt?� I 20-10, BY (� AYC{� YOttr_DIt _ AS �Ot _ OF STEWART TITLE OF COLORADO, INC. — ASPEN DIVISION MY HAND AND OFFICIAL SEAL MY COMMISSION EXPIRE.$: 2 2 1 2, MY ADDRESS IS: , I-O L 5 NOW10 K 9� —_ M Comm4sbn E_xe es o21 JMu ' SURVEYOR'S CERTIFICATE 1, MARK S. BECKLER, A REGISTERED LAND SURVEYOR, DO HEREBY CERTIFY THAT I HAVE PREPARED THIS FINAL PLAT OF ASPEN VALLEY HOSPITAL DISTRICT SUBDIVISION /PUD, AS LAID OUT, PLATTED, DEDICATED AND SHOWN HEREON, THAT THE SAME IS BASED ON FIELD SURVEYS PERFORMED UNDER MY SUPERVISION; THAT THIS MEETS THE REQUIREMENTS OF A LAND SURVEY PLAT AS SET FORTH 1N SECTION 38 -51 -106; THE CONTROL PRECISION IS GREATER THAN 1 IN 15,000. RECORDED EASEMENTS, RIG — AND RESTRICTIONS ARE THOSE SET FORTH IN SEC 2 OF SCHEDULE B OF THE TITLE COMMITMENT ISSUED F.7 E OF COLORADO, INC. — ASPEN DIVISION UNDER ORDER No. 45626, EFFECTIVE DATE DECEMBER 21, 200 o s• c� MARK SY BECKLEI`v P.L.S �643 SSf �AJAL LPN. THIS FINAL PLAT OF ASPEN VALLEY HOSPITAL DISTRICT SUBDIVISION /PUD WAS FILED FOR RECORDING IN THE OFFICE OF THE CLERK AND RECORDER OF PITKIN COUNTY, COLORADO, T— ___O'CLOCK, __M. ON THE �_ DAY OF 2201. AND IS RECORDED IN BOOK 9,5- ON PAGE _, AS RECEPTION N0. �4� CLERK AN�RDERC� - -- T FINAL a,. o ASPEN VALLEY HOSPITAL DISTRICT SUBDIVISION /PUD PARCEL C, ASPEN VALLEY HOSPITAL DISTRICT SUBDIVISION, A PARCEL OF LAND SITUATED IN THE SW %4 OF SECTION 12 TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M. 2,5 CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO D pER gOpK 2?0 P FG6 BOUNDARY NOTES: 1) THE COMMON BOUNDARY BETWEEN THE RECORD PLATS OF MEADOWOOD SUBDIVISION AND THAT DOCUMENT RECORDED AS RECEPTION NUMBER 175967 OF THE PITKIN COUNTY RECORDS (DEED WHERE PITKIN COUNTY ORIGINALLY ACQUIRED THE SUBJECT PROPERTY OF THIS PLAT) WAS INTENDED, BY BOTH PROPERTY DESCRIPTIONS TO BE THE WEST LINE OF GOVERNMENT LOTS 11 AND 16, SECTION 11, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN. THIS GOVERNMENT LOT BOUNDARY WAS ESTABLISHED DIFFERENTLY BY THE MEADOWOOD SUBDIVISION PLATS AND THE PITKIN COUNTY ACQUISITION DEED DUE TO DIFFERENT MONUMENTED POSITIONS FOR THE SOUTHEAST CORNER OF SAID SECTION 11, AS NOTED HEREON. THIS POSITION DISCREPANCY IS A SURVEY CONFLICT THAT CREATES AN APPARENT OVERLAP BETWEEN THESE PROPERTIES, WHICH, BY DEED, ARE INTENDED TO ADJOIN. IN ORDER TO RESOLVE ANY AMBIGUITY REGARDING THIS ISSUE, THE WESTERLY BOUNDARY LINE OF PARCEL C ACCORDING TO THIS PLAT (HOSPITAL DEVELOPMENT) IS CONSISTENT WITH THE EASTERLY BOUNDARY OF SAID MEADOWOOD SUBDIVISION. TRACTS A, B. C, D AND E (APPARENT OVERLAP AREA) ARE OUTSIDE THE HOSPITAL DEVELOPMENT AND WERE CREATED TO BE CONSISTENT WITH THE PORTIONS OF THE LOTS AND OPEN SPACE PLATTED BY THE MEADOWOOD SUBDIVISION. 2) IN CONJUNCTION WITH THE RECORDING OF THIS PLAT, QUIT CLAIM DEEDS FOR TRACTS A -E, WILL BE TRANSFERRED TO THE CORRESPONDING ADJACENT PROPERTY OWNERS. SHEET 2 OF 4 GRE ROA EXTERIOR BOUNDARY AND DETAILS P ID N0. WP FENCE GPSTV� R �r C`OrO 273572300853 PER BOOK 277 PAGE 250SITERIG" GP I CITY OF ASPEN EASSER`Y CONTROL MONUMENT 7TH/HOPKIN CITY OF ASPEN CONTROL MONUMENT 77HIFRANCIS (GPS -20) z FOUND, CADAS7RAL MONUMENT 0 SET REBAR & CAP, L.S. 28643 0 FOUND MONUMENT, AS DESCRIBED CASTLE CREEK ROAD CORRIDOR R.O.W. WIDTH VARIES / PITKIN COUNTY I BOOK 300 PAGE 348 TRACT A PER THIS PLAT 35 sq, 1t. +/- 0.001 acres +/: APPARENT OVEAP RL AREA (SEE BOUNDARY NOTE) WI 14 CORNER SEC 12 12 /` - FOUND BLM BRASS CAP 11 U -- -- PRINC 0 EACE CHAPEL BOOK 571 PAGE 737 TRACT A. MEADOWOOD GRAPHIC SCALE ( IN FEET ) 1 inch = 100 ft. PARCEL C TRACT E PER THIS PLAT 6.633 sq. ft, +/ 0.153 acres +/- APPARENT OVERLAP AREA (SEE BOUNDARY NOTE) 0075'33" E BASIS OF BEARING WEST SEC. LINE SEC. 12 1 S 11 & 1 SEC. 11 PER DEED REC. N0. 175967) 1211.74 TRACT D-PER WS PLAT 2,996�sq. fL +� JOHN G. & LINDA B. KELENER U . acres +/- --- LOT 3, MEADOW000 SUB. WESTERN LIFE LLC LOT 1, MEADOWOOD SUB. APPARENT OVE1AP —AREA MEADOWOOD HOMEOWNER'S ASSOCIATION FILING 2 REC #1 55683 LOT 2, MEADOWOOD SUB. FILING ?. REC (SEE 80U NOTE) FILING 2 REC #155683 1/ 755683 � FILING 1 REC 8121856 FOUND REBAR & CAP FOUND REBAR & CAP ILLEGIBLE L.S. 5933 FOUND 2 REBARS W /CAPS L.S. 13166 & L.S. 20151 L72- SCALE: 1" = 5' LTI 1,1�11� W1 14 CORNER SEC 12 `FOUND BLM BRASS CAP TRACT A PER THIS PLAT LT (SEE DETAIL ABOVE) LT1 TRACT A, MEADOWOOD - - - - TRACT A PER THIS PLAT FO NO CA 05 REBAR 0 w MEADOw00D RD R , 10 FOUND REBAR & ALUMINUM CAP ILLEGIBLE UTILITY EASEMENT PER MEADOWOOD PUD BOOK 4 PAGE 385 Wt /4 CORNER SEC 12 - - FOUND BLM BRASS CAP /� - _ _------ - - - - -- / - AREA NOT IN MEADOWOOD OPEN SPACE BUT INCLUDED IN TRACT E N- 5'3.3= E -BA&S -OF BEARING — - PARCEL B 1954 BRASS CAP UNAUTHORIZED BLM SW SEC. COR. 12 STAMPED SEC. 12 KIMBERLY". BEARS S 2533'54" E. 11.66' FROM PARCEL B/C CORNER. SECTION CORNER UTILIZED BY MEADOWOOD SUBDIVISION IN ESTABLISHING IT'S EXTERIOR BOUNDARY / FENCE (TYP.) f / AFB s\ 9 ?3 �F k bo. Fo� ly O k .26 SgSj 9S AUTHORIZED 1978 BLA1 BRASS CAP CORNER COMMON TO SECTIONS 11/12/14/15. BEARS S 30 E 11.44' FROM UNRECOGNIZED L.S. 2376 SEC71ON CORNER FOUND REBAR & CAP L.S. 9184 POINT OF BEGINNING FOUND REBAR & CAP FOUND REBAR & CAP TRACT D 51' ILLEGIBLE S02 059'05 "E TRACT C L.S. 5933 PER THIS PLAT w.w FOUND 2 REBARS W /CAPS TRACT B 232.00 PER THIS PLAT L.S. 13166 & L.S. 20151 T cr4 0' PER THIS PLA _._.2.31.69 ---------- �'---- ------------- - -- - -- 290.0 �lT3 _______ --- - - - - -- _ _ JOHN G. & LINDA B. KELENER NO3 "00'00 "W (WEST LINE OF GOVT. LOTS 11 & 16, SEC. 11 PER DEED REC. NO. LOT SUB. RAYMOND C. & MARILYN F. FRIAS WESTERN LIFE, LL.0 LOT 3, MEADOWOOD SUB. LOT 2, MEADOWOOD SUB. FILING 2 FILING 2_ FOUND REBAR & CAP FILING 2 L.S. 9184 / POINT OF BEGINNING THE BASIS OF BEARING FOR MEADOWOOD SUB. IS THE FOUND REBAR CAP, LS 5933 AT 774E NORTHEAST CORNER OF LOT 1 AND THE BRASS CAP " KIMBERL \ FOUND 0 REBAR NOTICE ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL °-°-" °" -\ \\ �NO CAP 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 5 IV PARCEL C (AREAS PER TITLE DESC.) 832,085 SQ. FT. +f- 19.102 ACRES FOUND REBAR & ALUMINUM CAP ILLEGIBLE N 00 *23'00' E. 392.21 WEST SEC. LINE SEC. 12 BASIS OF BEARING O N FOUND REBAR & CAP LS 9184 _ POINT OF BEGINNING f*1 FOUND 2 REBARS W /CAPS TRACT C PER THIS PLAT L.S. 13166 & L.S. 20151 1.112 sq. es +� W TRACT 8 PER THIS PLAT APPARENT OVERLAP 1.415 sq ft +/- AREA ( SEE 30UNDARY (O �3 + - NOTE) �} APPARENT OVERLAP AREA (SEE BOUNDARY NOTE NO3'00'00 °W (WEST LINE OF GC . f RAYMOND C. & MARILYN F. FRIAS NOY M,EAD OWOOD RD' R.0 W ESI - Ar UMM ME N M U N N 00 0340' W A REBAR AND CAP, L.S. 2376. DETAIL MAP MONUMENTS ARE CONSISTENT WITH BUILDING PERMIT /BOUNDARY SURVEY (ALPINE SURVEYS, INC., 05/25/1988) AND PLAT RECORDED AS BOOK 39 PAGE 62 SCALE: 1" = 10' HATCHED AREA 12.15' REPRESENTS OVERLAP BRASS CAP WI /MEADOWOOD SUB. SEC. 12 KIMBERLY' BEARS S 0872'16' E, 10.84' ' TRACT E FOUND REBAR & ALUMINUM CAP ILLEC 8LE 1566.49 PER BLM BRASS CAP 578.3 a}IIS PLAT LT8 _ 11/12/14/15 " - -- - - BEARS S 1137'03 E, 10.31' 392.21' _ LT6 - — - - N00'23'00 "E 392.10' _ 235.48_ ._ _ - 1211.74' - -- / UTILITY EASEMENT PER MEADOWOOD PUD BOOK 4 PAGE 385 -- MEADOWOOD HOMEOWNER'S ASSOCIATION SCALE: 1" = 60' SOPRIS ENGINEERING - LLC R: S CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 MARK S. BE t 3 CARBONDALE, COLORADO 81623 (970) 704 -0311 , ° q�'tAN 05° _ GRK I1/18/10 29005 -AVH \PUD \29805- PUD- REV.DW 2863 ( �J FOUND D15C _/ TRACT F 8,946 SO FT. +/- 0.205 AC. LOT 1, PARCEL A PLAT OF LOT I AND LOT 2 OF PARCEL A ASPEN VALLEY HOSPITAL DISTRICT SUBDIVISION BOOK 27 PAGE 6 0 O \ 4 ASPEN /PITKIN COUNTY HOUSING AUTHORITY PARCEL B /TWIN RIDGE EMPLOYEE HOUSING PROJECT ASPEN VALLEY HOSPITAL DISTRICT SUBDIVISION BOOK 2.5 PAGE 40 FOUND REBAR & CAP L.S. 20632 BEARS S 30'0057' E 7.38' SEE DETAIL MAP BELOW BRASS CAP SEC. 12 'KIMBERLY' FOUND REBAR & CAP BEARS S 08'12'16" E 10.84' L.S. 13166 ~ CITY OF ASPEN' BLM BRASS CAP BLU BRASS BEARS N 887837" E 4.69' BEARS S 1137'03' E 10.31' N 00'03'40" W 464.23' O N 00 °23'00" E 392.10' THE BA575 OF BEARING FOR MEADOWOOD SUB. 1S THE FOUND REBAR & i AT THE NORTHEAST CORNER OF LOT ), AND THE BRASS CAP "KIMBERLY" BLM UNRECOGNIZED SW CORNER SEC. 12 SET BY LS. 2376 NOT FOUND THIS SURVEY BUT CONSISTENT WITH PRIOR SURVEYS (SEE N07E NO. 4), THE COLORADO LAND SURVEY MONUMENT REPORT FILED BY GERALD PESMAN (LS. 2376) DATED JANUARY 12, 1973 AND THE EXTERIOR SURVEY MONUMENTS UTILIZED IN PREPARATION OF THIS PLAT FINAL PLAT OF: 5 ASPEN VALLEY HOSPITAL DISTRICT SUBDIVISION /PUD PARCEL C, ASPEN VALLEY HOSPITAL DISTRICT SUBDIVISION, A PARCEL OF LAND SITUATED IN THE SW %4 OF SECTION 12 TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M. CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 3 OF 4 EXISTING EASEMENTS AND EASEMENTS TO BE VACATED 50 ( IN FEET ) 1 inch = 50 ft„ 110,� WA`TER LINE MAINTENANCE EASEMENT �-FROA 1 RCC EDGE OF CASTLE CREEK R.O.W. /�\/" REC. NOS. 123275 & 237049 (VACATED BY THIS PLAT) mi 20' WIDE WATER LINE EASEMENT REC. NO. 237050, CENTERED UPON EXIS71NG WATER LINE AS DOC. INTENDS (VACATED BY THIS PLAT) RO p,0 GR �E� \ \ A l" ' ) A t CENTERLINE OF TEMPORARY 10' WIDE A EASEMENT IN REC. NO. 550708 CENTERED OVER EXISTING DITCH TWO YEAR GRANT TERMINATED JULY 2, 2008 `� Z _ I _ - - -- ° -- _175.0= I $s V , CP t c.\ ADMINISTRATOR RESIDENCE, ' o PHASE I ENVELOPE SHOWN ON PLAT BOOK 39 PAGE 62 (VACATED BY THIS PLAT) I I \ 10' SETBACK >m \o \ PLAT BOOK 42 PAGE 75 30' SETBACK (VACATED BY THIS PLAT) PLAT BOOK 42 PAGE 75 s \ PLAT BOOK 39 PAGE 62 y (VACATED BY THIS PLAT) �� R 20' SETBACK 10' SETBACK PLAT BOOK 42 PAGE 75 \� PLAT BOOK 39 PAGE 62 (VACATED BY THIS PLAT) \ (VACATED BY THIS PLAT) \ �_ v NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY VATHIN 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 CENTERLINE OF FIELD LOCATED NORDIC TRAIL EASEMENT IN REC. NO. 387008 (VACATED THIS PLAT) 1 10' WIDEDE EASEMENT FOR AS CONSTRUCTED POWER FIELD LOCATED POWER LINE USED FOR REC. NO. 313137 10' WIDE SEWER LINE EASEMENT BOOK 310 PAGE 716 20' WIDE WATER LINE EASEMENT PLAT BOOK 42 PAGE 75 CENTERED UPON EXIS77NG WATER LINE AS PLAT SHOWS (VACATED BY THIS PLAT) 14' WIDE PEDESTRIAN & BICYCLE TRAIL EASEMENT BOOK 304 PAGE 723 WAIVE ANY & ALL INTEREST SEWER EASEMENT SHOWN ON PLAT BOOK 420 PAGE 552 BOOK 42 PAGE 75, NO WIDTH GIVEN (VACATED BY THIS PLAT) NO SEWER LOCATED PER THIS SURVEY FENCE ACCESS EASEMENT FOR CITY OF ASPEN AND ASPEN VALLEY HOSPITAL REC. NO. 238661 20' WIDE WATER LINE EASEMENT REC. NO. 321414, CENTERED UPON EXIS77NG WATER LINE AS DOC. INTENDS i s C ( C ' ZZ l r 10' WIDE EASEMENT FOR AS CONSTRUCTED POWER LINE FIELD LOCATED POWER LINE USED FOR PLACEMENT REC. NO. 341273 L7 U77LITY EASEMENT PER MEADOWOOD PUD BOOK 4 PAGE 385 SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704 -0311 14' WIDE PEDESTRIAN & BICYCLE TRAIL EASEMENT BOOK 304 PAGFi7 3 WAIVE ANY &-AL' IN7ERES BOOlG-420 PAGE 552 (.VA' ATED BY THIS PLAT) 'E \ N �' n,1o'sE?a 9j �Ff � �� SFv.•t'�+v� �' A � \ 20' WIDE WATER LINE EASEMENT REC. NO. 237051, CENTERED UPON EXIS77NG WATER LINE AS DOC. INTENDS (VACATED BY THIS EASEMENT) 20' WIDE WATER LINE EASEMENT REC. NO. 321414, CENTERED UPON EXISTING WATER LINE AS DOC. INTENDS s EMPLOYEE HOUSING PHASE A 20' WIDE WATER LINE EASEMENT REC. NO. 237051, EXCEP. NO. 13 CENTERED UPON EXISTING WATER LINE AS DOC. INTENDS ALSO SHOWN ON PLAT BOOK 42 PAGE 75 (VACATED BY THIS PLAT) 20' WIDE WATER LINE EASEMENT REC. NO. 237051, PLACED UPON EXIS77NG WATER LINE AS DOC. INTENDS ALSO SHOWN ON PLAT BOOK 42 PAGE 75 (VACATED BY THIS PLAT) SHOWN ON PLAT BOOK 39 PAGE 63 10' WIDE EASEMENT FOR AS CONSTRUCTED NO ME7ES /BOUNDS DESCRIPTION GIVEN POWER LINE FIELD LOCATED POWER LINE (VACATED BY THIS PLAT) PER THIS SURVEY USED FOR PLACEMENT REC. NO. 341273 EXHIBIT MAP SHOWS POWER LINE EXTENDING ONTO MEADOWOOD FIELD LOCATES FOUND POWER LINE SOUTH OF SUBJECT PROPERTY AND ON TWIN RIDGE PROPERTY SUBJECT PROPERTY 832,085 sq. ft. +/- 19.102 acres PER TITLE DESC. GRK 11 S V � � FINAL PLATbF: 9 ASPEN VALLEY HOSPITAL DISTRICT SUBDIVISION /PUD PARCEL C, ASPEN VALLEY HOSPITAL DISTRICT SUBDIVISION, A PARCEL OF LAND SITUATED IN THE SW)/44 OF SECTION 12 TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M. CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 4 OF 4 REMAINING EXISTING EASEMENTS AND LOTS, TRACTS, AND EASEMENTS DEDICATED BY THIS PLAT UTILITY EASEMENT f1�i1I�Eajtall�ii :7[►��1_[►Y�1�1��� WATER LINE EASEMENT, SUBJECT TO REALIGNMENT, SEE DEDICATION NO. 6 RIGHT -OF -WAY DEDICATED THIS PLAT CURVE TABLE CURVE LENGTH RADIUS TANGENT I CHORD BEARING DELTA CEI 57.68' 70.00' 30.59' 56.07' N 19'14'36" W 4712'55" CE2 68.35' 90.00' 35.92' 66.72' S 17'23'33" E 4330'47" CE3 85.90' 165.00' 43.95' 84.93' N 2474'07" W 29 49'39" CE4 38.48' 190.00' 19.31' 38.42' S 15'0726" E 1136'17" CE5 20.53' 80.00' 10.32' 20.47' N 13'3426" W 14'42'16" CE6 30.38' 65.00' 15.47' 30.10' S 19 36'42" E 26'4647" CE7 8.37' 600.00' 4.19' 8.37' N 32 36'05" W 0'47'59" CE8 209.05' 600.00' 105.59' 207.99' N 22'13'14" W 19'57'45" CE9 2.62' 18.00' 1.31' 2.62' S 16'2444" E 8'20'45" CE10 23.61' 30.00' 12.45' 23.00' S 43'07'40" E 45'05'06" CE11 47.72' 245.00' 23.93' 47.64' N 60'05'26" W 11'09'32" CE12 39.90' 50.00' 21.08' 38.85' N 31'38'57" W 4543'26" CE13 69.45' 155.00' 35.32' 68.87' S 2137'25" E 2540'23" CE14 19.76' 100.00' 9.91' 19.73' N 284754" W 11'1925" CE15 40.53' 125.00' 20.45' 40.36' N 13'50'50" W 18'3444" CE16 36.85' 90.00' 18.69' 36.60' S 16'17'20" E 2327'45" CE77 114.85' 125.00' 61.84' 110.85' N 01'41'54" W 52'38'38" CE18 15.40' 20.00' 8.11' 1 15.03' S 02'33'30" W 44'07'50" CE19 48.11' 30.00' 31.00' 43.12' N 2433'17" E 91'5236" CE19 64.14 40.00 41.33 57.49 N24'33'19 "E 91'52'36" eA" ; 0 DRAINAGE & SNOW STORAGE EASEMENT ti2 14' PEDESTRIAN TRAIL EASEMENT 1211.74' NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY IMTHIN 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 NORDIC TRAIL EASEMENT CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA BEARING CHORD CN1 230.33' 240.00' 124.90' 5459'17" S 4121'19" W 221.60' CN2 17.24' 40.00' 8.76' 24'42'00" S 0130'40" W 17.11' CN3 57.62' 130.00' 29.29' 25 23'38" N 0151'29" E 57.15' CN4 16.34' 100.00' 8.19' 9 21'35" N 19'14'05" E 16.32' CN5 115.07' 110.00' 63.43' 59'56'14" S 0603'15" E 109.90' CN6 82.59' 110.00' 43.35' 43'01'01" N 1430'51" W 80.66' CN7 59.54' 50.00' 33.87' 6873'29" N 41'06'24" E 56.08' CN8 33.91' 30.00' 19.03' 64'46'06" S 4250'05" W 32.14' CN9 43.14' 60.00' 1 22.55' 1 41'1156" N 31'03'00" E - "" NORDIC TRAIL EASEMENT_ LIN TA BLE LINE BE AR IN G LENGTH LN1 _ S6850'57 "W 18.584 LN2 _ S10'50'20 "E _54.16' 53.62' LN3 S1433'18 "W 28.05' LN4 S23 54'53 "W 44.84' LN5 S06 5939 "W 19.27' TRACT E S75'12'08 "W 33.77' rL LN6 N7 55138'58 "W 26.54' SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704 -0311 LAND AREA TABLE LINE SQ. FT. ACRES PARCEL C 809,567 18.584 TRACT A 36 0.001 TRACT B 1,415 0.032 TRACT C 1,112 0.026 TRACT D 2,098 0.048 TRACT E 6,633 6153 TRACT F 11,224 0.258 TOTAL 832,085 79.102 LID S•'08'47'14" E 23.47' SUBJECT PROPERTY 832,085 19.102 TRACT F 11,224 SQ. FT. +/- 0.258 AC. MARK S. INVL/LJ VV G jez. IV GRAPHIC SCALE 1 iX q O R 5 LINE TABLE LINE BEARING LENGTH L1 S 79'51'58" E 17.00' L3 S 42 51'03" E 5.06' L4 S 39'08'56" E 30.84' L5 S 0919'17" E 30.01' L6 S 205534" E 37.09' L7 S 06"13'18" E 37.56' L8 S 12'14'22" E 87.41' " L9' /' S 2035'07" E 70.26' LID S•'08'47'14" E 23.47' L11 S 34'2737" E 9.08' L12 S 2308'12" E 21.52' L13 S 043328" E 21.63' L14 S 28 01'13" E 66.09' L15 S 24'37'25" W 38.51' L16 N 3600'05" E 9.02' L17 S 7028'04" W 26.91' L18 N 87 W 10.02' L19 S 02'58'04" W 2.50' L20 N 8701'56" W 28.28' L21 S 811754" W 16.45' L22 N 842'06" W 5.00' L23 S 81'1754" W 20.00' L24 S 0842'06" E 5.00' L25 S 81"17'54" W 100.32' L26 S 58'4754" W 48.97' L27 S 36"17'54" W 37.66' L28 S 08 42'06" E 45.66' L29 S 31'12'06" E 33.72' L30 S 42'27'06" E 133.74' L31 S 19'57'06" E 90.00 L32 S 42'27'06" E 29.31' L33 S 023254" W 79.64' L34 S 473254" W 36.34' L35 S 700254" W 51.28' L36 S 81"1754" W 27.54' L37 N 87'27'06" W 75.26' L38 S 70 02'54" W 78.97' L39 S 4732'54" W 25.87' L40 N 5407'23" W 10.85' L41 S 35'5237" W 20.00' L42 S 54'07'23" E 9.95' L43 S 3617'54" W 7.49' L44 S 13'4754" W 137.97' L45 S 08'42'06" E 63.72' L46 S 19'57'06" E 30.00' L47 S 0842'06" E 30.00' L48 S 19 57'06" E 14.23' L49 S 19'57'06" E 15.00' L50 N 700254" E 25.00' L51 N 1957'06" W 26.77' L52 N 08'42'06" W 30.00' L53 N 79'57'06" W 30.00' L54 N 0842'06" W 56.28' L55 N 134754" E 128.03' L56 N 36'17'54" E 16.28' L57 N 473254" E 22.28' L58 N 7002'54" E 69.03' L59 S 8727'06" E 72.74' L60 N 8117'54" E 32.46' L61 N 7002'54" E 58.72' L62 N 47 E 51.66' L63 N 02'3254" E 40.36' L64 N 4227'06" W 1.18' L65 N 47'3254" E 15.00' L66 N 4227'06" W 20.00' L67 S 4732'54" W 15.00' L68 N 42'27'06" W 13.51' L69 N 19 57'06" W 90.00' L70 N 4227'06" W 136.26' L71 N 3172'06" W 26.28' L72 N 08 442'06" W 30.34' L73 N 36'17'54" E 22.34' L74 N 58'4754" E 39.03' L75 N 8117'54" E 129.24' ANNEXATION BOUNDARY CAS71E CREEK RO: R a W (vARIIIING rani) -- -— -- -— —- -- —" — -a -- —- -- -— r-120' VW nosnwc AS OETEN POND 11110 NANCE si BIKE PAT A 70 LT B — — s RIPRAP OUTLET ACCESS (GRASS PAYEit2 PRODUCT �� �� -- — — — — — — — — — — — — — — 4— — — — — — — LWT OF PHASE 2 PROTECTION _ = . f CTI� p I 1 OR APPR01!FD EQUAL) %' 3 -- t x ON - 9 7E PROP. RE- AUMM�TIT OF 1a0' WOE CROSS WAIX t � PEDESTRIAN `� ,, TREATMENT TYPE 3 - (TYP l� w:.x+u.. ,ss.,._ - ..+�."'.�`se "' Wit` 's.r . !!x ».' •.ntF'i';3! V ) r ...,- _ . r> �/ .- CWIIF -CPF nFTItl ASPHALT �KF. PATH., l ��•): r .. / Heery International Inc. 82016th Street Mall, Suite 200, Denver, CO 80202 - 3219720.946.0276 PHASE 2 EXPANSION Aspen Valley Hospital 0401 Castle Creek Road Aspen, Co 81611 owners project number 29054.01 AREA o d1 Of 1 !� \•� ~.� �.. i ['! � �/` `�/ \ \ `♦ \ \ A \ I fr'1 (f Lza`.'�R ..� `'� .. _ ua: - �. ..fie. seal /signature NOT FOR CONSTRUCTION consultants /construction managers Structural Consultants Inc. 3400 East Bayaud Ave, #300Denver, CO 80209 303.399.5154 / 303.333.9501 fax Cator, Ruma, & Assoc. 1550 Dover St, Ste. 2 Lakewood, CO 80215 303.232.6200 / 303.233.3701 fax Sopris Engineering 502 Main St, Suite A3 Carbondale, CO 80623 970.704.0311 / 970.704.0313 fax DHM Design 580 Main St, Suite 110 Carbondale, CO 81623 970.963.6520 1 970.963.6522 fax Gallun -Snow 1553 Platte St, Suite 310 Denver, CO 80202 303.433.9500 / 303.433.5624 fax issued for PHASE II FINAL PUD date 21 DECEMBER 2010 item OXYGEN TANKS (BY OTHERS) CONC STEPS (5) 11' TREAD x (0) or RSE date 20,000 GALLON SUB- SURFACE FUEL TANK -BY 07MM t FULL DEPTH SAWCU7J _ �`\ �05, � I i t C TE WALL WTH (CLEAN STRAIGHT LINE) S O UN D \.� i ( FENCE (BY OTHERS) SHEER STEP DETAIL ` �� \ PROPOSED SOIL NAk 2X SLOPE �, RETANDII' OR MATCH EXISTING /�+�yy�� I auc Av Arr rC °^'C BY 07F�RS) 120' DRAINAGE & SNOW -- S7nR E'SW — HEERY - 0 2V 40 as SCALE: 1"=40' t' key plan sheet title SITE IMPROVEMENTS PLAN (NORTH END) CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1- 800 - 922 -1987 12800 W. COUAX AVE, StMTE 8 -310 LAKEWOOD. COLORADO 80215 CALL 2— BUSINESS DAYS IN ADVANCE -- ... . " - `,•. ti `ORIGINAL GROUND TOP 2' OF SUBGRADE SHALL HAVE A MINIMUM R —VALUE OF 40. NOTE: STRIP ALL TOPSOIL UNDER THIS SUB— EXCAVATION REQUIRED FILL TO ESTABLISH DESIGN LEVEL NEW CONSTRC17ON SCARIFY XIS NG O THE EXISTING GROUND IF THE R —VALUE OF E GRANU S CAN CONSIST O ON —SITE GRANULAR SOILS OR ALL NATIVE SOIL RECOMPACT EXISTING SOILS IS LESS THAN 40. SUITABLE IMPORTE SOILS APPROVED THE SUBGRADE TO 95X STANDARD ENGINEER GEOTECHNICAL ENGINEER. PRIOR TO ALL PLACEMENT EN PROCTOR DECL LANE DETAIL At THE SUBGRADE SHOULD BE STRIPPED OF TOPSOIL. EXISTING FILL AND ANY CLAY SOILS SCARIFIED TO R —VALUE DESIGNATION DEPTH OF 8 INCHES, ADJUSTED TO NEAR OPTMMUM MOISTURE CONTENT AND COMPACTED TO AT LEAST 95X OF STANDARD PROCTOR DENSITY. NOTES: 1. ALL WORK PROPOSED WITHIN ANY CITY OF ASPEN RIGHT -OF -WAY SHALL BE PERFORMED UNDER SEPARATELY SUBMITTED RIGHT -OF -WAY PERMIT PLANS 2. ALL SITE WORK ASSOCIATED WITH BUILDING EXPANSKNJSAMPROVEMENTS SHALL BE PERFORMED UNDER SEPARATELY SUBMITTED BUILDING PERMIT PLANS. ® NUMBER OF PROPOSED PARKING STALLS S OPM ENGINEERING, LLC. 502 MAIN STREET CARBONDALE, CO 81623 (970) 704 -0311 FAX: (970)-704-0313 sheet number CS -101 TMs document Is the properly of Hoary International, Inc. and Hemy International Inc. retains al rightsiherein,indud'rhgcopyrighls. Mmayonlybeusedinammmercwm4twwflhHeery drawn by: JKS checked by: NAA International lnc.'s rights will" Heery International. Inc. is providing services for the specific project Copyright (D 20OX byH"y International, Mc. as rWft teserved. Identified or referred to herein or extensions thereto. It may not be used for my Other parpme WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 24)W except with the express written agreement of. and compensation to, Heery Intemadwai Inc. NOTES: 1. ALL WORK PROPOSED WITHIN ANY CITY OF ASPEN RIGHT -OF -WAY SHALL BE PERFORMED UNDER SEPARATELY SUBMITTED RIGHT -OF -WAY PERMIT PLANS. 2. ALL SITE WORK ASSOCIATED WITH BUILDING EXPANSIONS/IMPROVEMENTS SHALL BE PERFORMED UNDER SEPARATELY SUBMITTED BUILDING PERMIT PLANS. NUMBER OF PROPOSED PARKING STALLS MOUNTABLE CURB - • r— we+au Iv rrrwR S,.r•, c — 'ZRD�IIO . R E AL �, a � 72 r PROPOSED RE- RT"!F ASPHALT BCE PA7H E)qs7m -s r ASPHALT I - • - rrar ��am f 3 x.rW -t.. N1 AM SUB: LOT Ai PARCEL. A a o• t i ASPHALT 7R4L (FOM ALX.YMAOVT RE('S r PARK'S & D JG DEPT. APPROVAL \PRIOR TO CONSIRUC7KIN) / PROPOSED SPEED TABLE 70 BE CONS7RUC7ED UNDER A CITY OF ASPEN RIGHT— OF—WAY PERANT i at � • -u � owner's project number 29054.01 BLOWUP DETAIL r, MAIL r 0 seal /signature LOCA77ON OF EXISTING INLET AWMI 17AU" N0.4P&AL NIUGI- WNI AVNIAHib i0 ` HEERY - • Heery International Inc. 82016th Street Mall, Suite 200, Denver, CO 80202 - 3219720.946.0276 PHASE 2 EXPANSION Aspen Valley Hospital 0401 Castle Creek Road Aspen, Co 81611 consultants /construction managers Structural Consultants Inc. 3400 East Bayaud Ave, #30ODenver, CO 80209 303.399.51541303.333.9501 fax Cator, Ruma, & Assoc. 1550 Dover St, Ste. 2 Lakewood, CO 80215 303.232.62001303.233.3701 fax Sopris Engineering 502 Main St, Suite A3 Carbondale, CO 80623 970.704.03111970.704.0313 fax DHM Design 580 Main St, Suite 110 Carbondale, CO 81623 970.963.65201970.963.6522 fax GallunSnow 1553 Platte St, Suite 310 Denver, CO 80202 303.433.9500 / 303.433.5624 fax NOT FOR CONSTRUCTION issued for date PHASE II FINAL PUD 21 DECEMBER 2010 item date b^ 2*_3- II 21^ MODEL PH ACCOMODATES ATES 5 -6 7 ` 6 tK� ! weal Sobs -T52 f rn uc . ALUMINUM: 5 POwOE - AVAIIASLE bIN6XES GA BROK2E ANOCRE T GLAZING: 1/4" CLEAR TflbPEREO CLASS R COAT BENC" /0ACKRf5f: ^ CKfRBOEO ALUMI UN POLYCARaOLUTE POLY HIP S HELT ER , PASSENGER SHELTER 11=11EKDLO PAD Si2E- 12' -O' X 7' -0 X b' TRICK 111 B i ��RM ATE. f i / f I , BUS SHELTER DETAIL " N.T.S. NOTE: 1. THE BUS SHELTER DETAIL ILLUSTRATED HEREIN IS INTENDED TO SHOW DESIGN CONCEPTS. I FINAL DESIGNS MUST BE APPROVED BY RFTA, COA COMMUNITY DEVELOPMENT DEPARTMENT, COA TRANSPORTATION DEPARTMENT, COA PARK'S DEPARTMENT AND COA ENGINEERING DEPARTMENT PRIOR TO INSTALLATION. 41,42 7,33 24,42 GARAGE TO REMAIN i C ❑A ASPEN BUS (APPROX 1.915* SF.) I I feet Width 1 8,50 Track 1 7,02 CITY OF ASPEN BUS DIMENSIONS key plan sheet title SITE IMPROVEMENTS PLAN (SOUTH END) S OPRIS ENGINEERING, LLC. 502 MAIN STREET sheet number CARBONDALE, CO 81623 (970) 704 -0311 FAX: (970Y704 -0313 CS - 1 02 ument This doc Is the property of Henry International. Inc. and HWY Irtarnaliwal Inc. reteins all i.! rights manias. Including copyrights. It may only be used In a manner Wnslstent With Henry drawn by: JKS checked by: NAA International IW5 rights While HWY imemational. Inc. is prw'Ldirlg services for the $pee* project Copyright 0 2W by Hasty International, W. aft riots reserved. identified or released to herein «extensions thereto. "may M be used for any other purpose WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 245136' except with the express written agreement of, and Compensation to. Heary International Inc RFTA BUS TURNING MOVEMENT DIAGRAM #1 1"=40' RFTA BUS TURNING MOVEMENT DIAGRAM #2 1"=40' SLOPE ANALYSE._ I.E. Color ROW 9096 Range End Pamant Ana (SF.) r it 2 7&0 6248=5 2 0 . 00 J MOD EXISTING CONDITIONS: TOTAL SITE AREA 831,996± S.F. IMPERVIOUS AREA ENSW SZROCRARM Ia9 1• .-' TOTAL- 100.0 8X.M a,f. - 191 00W ASPEN VALLEY HOSPITAL PARCEL C SITE INFO: EXISTING CONDITIONS: TOTAL SITE AREA 831,996± S.F. IMPERVIOUS AREA 269,332 ±S.F. OPEN SPACE 535,664±S.F. SURFACE PARKING 175 SPACES 0 SURFACE PARKING COUNT / — f I r Hi 820 16th Street Mall, Suite 200, Denver, CO 80202 - 3219720.946.0276 design P HASE in ll Aspen Valley Hospital 0401 Castle Creek Road Aspen, Co 81611 owner's proj ect number 29054.01 consultants /construction managers Structural Consultants Inc. 3400 East Bayaud Ave, #300Denver, CO 80209 303.399.5154 / 303.333.9501 fax Cator, Ruma, 8 Assoc. 1550 Dover St, Ste. 2 Lakewood, CO 80215 303.232.6200 / 303.233.3701 fax Sopris Engineering 502 Main St Suite A3 Carbondale, CO 80623 970.704.0311 / 970.704.0313 fax DHM Design 580 Main St, Suite 110 Carbondale, CO 81623 970.963.6520 / 970.963.6522 fax Gallun -Snow 1553 Platte St, Suite 310 Denver, CO 80202 303.433.9500 / 303.433.5624 fax seal /signature NOT FOR C%0WMUC110N issued for PHASE II FINAL PUD date 21 DECEMBER 2010 item l� �.__, FARM G ASPEN VALLEY HOSPITAL. APPROIOAIATELY 18.1 ACRES / / '� s •_ — — — ---, i .00 I S OPRIS E NGINEERING, LLC. 502 MAIN STREET CARBONDALE, CO 81623 (970) 704 -0311 FAX: (970)-704-0313 property of Heery International Inc. and Heery rk" therein. indAing copyrights. It may only be used in a manner coosietW %Rh Heery International Int.'s rights while Heery Intemabonel. Inc. Is provMV seMOes for the specific pr*d Identfied or referred to herein w extensbas thereto. It may not be used for any otter Wpm except with the express written agreement of, and compensation to, Hwy Inta naWnai ft. SCALE: 1"=60' date sudam rMIFF key plan sheet title EXISTING SLOPE ANALYSIS sheet number CG -101 drawn by: JKS checked by: NAA Copyrighf020OX by Heery International, W. afi dgMS reserved. WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 24 xW T' �`'� +, i � / � \ ;` \\ / /( \ \ / Jy1 `` \\ ,,k\ \ - I 1,,�.� \� 4 t x• # +�1 y \ y LANDSCAPING LEGEND v �t� DECIDUOUS/EVERGREEN o TREES Ivt i \ V V A\ V A \ •� _"4. V A \ +, + «I + * #� -a� F V V SHRUBS/PERENNIALS \ r + TURF , �� SWALEiDRAINAGE AREA MIX \ NATIVE SEED MIX �1 LOW GROW NATIVE SEED MIX I� + i� I GRASSCRETE CRUSHER FINES PATH f 1 ii i { k 1 \ v I i I / I f � IE \,' A SAFETY tw RM �[ J . N � �' pp 0 1 O CRR- - A p ND � =0 I \ I V / � -- I �1 or b � � t \ ry OC IY"�RV��i/ 01 4 v ( \ i I / /� (AP1gp px � SF) _l \ I C aA. �S EXISTING VEGETATION 1 l /. NOTE: REFER TO LANDSCAPING PLANS FOR ADDITIONAL k INFORMATION. r GRADING & DRAINAGE LEGEND TOW = TOP OF WALL BOW = BOTTOM OF WALL TOD = TOP OF DROP STRUCTURE BOD = BOTTOM OF DROP STRUCTURE HP = HIGH POINT LP = LOW POINT FL= FLOWLINE / l TBC = TOP BACK OF CURB LIP = LIP OF GUTTER PAN \ \t�\ V v \ \ V A A � V � A � v � v � ) R n � OCK � UVOD00CHTO / \\ .{ 1 V \ I CM / A vvvvvv��v v v v/ / p i j 1 1 A 2 A A l t A 7111 del GRADW \ � �j. \1107 1v AREA 6S REQt1NiEb \ X h + + i+ t # \+ # r + t EX. = EXISTING MTCH = MATCH DRAINAGE DIRECTION /SLOPE fad SPOT ELEVATION EXAMPLE: FLOWLINE ELEVATION OF 8005 D r # FLOWLINE ELEVATION OF 7995 PROPOSED SILT FENCE SF / '7 PROPOSED EROSION CONTROL LOG SCL r. . — . . — 1 1 �, PROPOSED LIMITS OF DISTURBANCE — — — �— ,D$ «� I I # + LDD GRADING NOTES: r x r ' 4 + \ 1. REFER TO LANDSCAPING PLANS (SHEETS L -2.0 TO L.2.2) FOR SPECIFIC � I I I { ' + a ., + # y -t t.-'* - t r -� +_.,` # r a ` } * # .+ INFORMATION REGARDING GRADING IN THE DRIP LINE OF EXISTING TREES THAT ARE TO REMAIN. 2. ALL GEOTECHNICAL RECOMMENDATIONS MUST BE ADHERED TO. / ..'- 1 ^ _ `-- -' \ ,. \+ t ` ` ` x • + ` l.Vn+ i -+ i O + + + # ` # d "'1 a +A/k a _ 2 � -t k ' \ x t e \.y 'r y y r Y \ Y O J�KT y Y r yY 4 `# + ` # �� 3. THE CONTRACTOR SHALL CONTAIN THE CONSTRUCTION OPERATIONS TO THE AREA # } + + + + WITHIN THE LIMITS OF DISTURBANCE, THE CONTRACTOR SHALL NOT OPERATE I 11 i ` \ ,\ \ + + # +` # + # t + t a\ + t a +'+ I` # # i ` + r r � '' y \ Y ... OUTSIDE THIS AREA WITHOUT THE PRIOR CONSENT OF THE PROPERTY OWNERS \ ^\ i J \ \ \ + # ` t + «� + + + # ° r ' +1 ` + + ++ r + + r + = + * + ` +\ \ molllii INVOLVED. � � ...• I\ rl i 1 \? \ \ QO„-Z �+ # * r # * x # � - . + #� .,_a 7 +11. + + r \ " MIV ir \� �Y + 4. All PROPOSED WORK WITHIN THE CITY OF ASPEN RIGHT -0F -WAY SHALL BE �<^ \ / \ ' s l 1 \ \ \ \ \ \ \ \ o CONSTRUCTED UNDER SEPARATELY SUBMITTED RIGHT -0F -WAY PERMIT PLANS. 5. THE SUBJECT PROPERTY IS LOCATED IN ZONE X, WHICH IS OUTSIDE THE 500 -YEAR FLOOD PLAIN ACCORDING TO FIRM PANEL 203 OF 325 08097CO203 C, EFFECTIVE DATE OF JUNE 4. 1987. \ \ \ \ �t T \ �\ \ SITE BENCHMARK NOTE: # r # a BASIS OF ELEVATION: AN NAVD 88 ELEVATION OF 7720.88' ON THE LISGS � A v BENCHMARK S159. THIS CREATED A SITE BENCHMARK LOCATED ON HE SOUTHERLY BOUNDARY LINE BETWEEN PARCELS A AND B, MONUMENTED BY A FOUND REBAR AND ALUMINUM CAP (L.S. 20632), WITH AN ELEVATION OF 8035.73 FEET, AS SHOWN HEREIN. THE CiTY OF ASPEN CONTROL MONUMENTS ARE ON THE NAVD 88 ELEVATION DATUM. — !1 `I• \ \ \ \ \ \ \ r * 1 # ++ t a ` # I ` # j I , y y # t ° r " 6 �# ` . `/ \i \ \ \ \ \ 0� + 1 . I r Y �.. #�+ t' a #� �� _ - '.`,�. i -``- +S-,.. rl r, •m ..,t b a _ r N�T '" lty 14th S 1 � it � \ +".. � +`• „_ # + k"'° , + + .. +; � J � ,� . ^•_• ~ _ \ -.. x x L + `4 f k + i F + f A FI # s' + r + + _ M afAlI' 4 "MOM AND \ ° 'WSALVAGE AS MANY \ \7REES AS POSE LF_ \ KEY MAP \ \,\ N.T.S. 1 \ \ / A \ \ AI A Y: # 1 r / \ \ \ \\ fOtEEKROAD i \ t 1 # + r h k i k t # r J \ V F�- b # +'\# ° } t ,J t y y � + \ \\ \ \ \ \ � \\ \ V A V A 3 \ t E , - - AUINUMM � 5 i ly} \ \ a 7 4 � ` \.1 \ k.. �\ x + "?r x• t ."r':�}"/' r�1.. --^G +, l',° +- i +. a + }^ + + x -`�/+ ra'x - }r - r \ >" y +.. ,. ro. t:r° l ` # +., t e; +t ~., d CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1- 800 - 922 -1987 12800 W. OOLFAX AVE., SUIYE B -310 LAKEWOOD. COLORADO 80215 CALL 2- BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE. OR EXCAVATE FOR THE MARKING OF' UNDERGROUND MEMBER UTILITIES 4 S OPRIS ENGINEERING, LLC. 502 MAIN STREET CARBONDALE, CO 81623 (970) 704 -0311 FAX: (970)- 704 -0313 HEERY s - i Heery International Inc. 820 16th Street Mall, Suite 200, Denver, CO 80202 - 3219720.946.0276''` PHASE 2 EXPANSION Aspen Valley Hospital 0401 Castle Creek Road Aspen, Co 81611 owners project number 29054.01 consultants /construction managers Structural Consultants Inc. 3400 East Bayaud Ave, #300Denver, CO 80209 303.399.5154 / 303.333.9501 fax Cator, Ruma, 8 Assoc. 1550 Dover St, Ste. 2 Lakewood, CO 80215 303.232.6200 / 303.233.3701 fax Sopris Engineering 502 Main St, Suite A3 Carbondale, CO 80623 970.704.0311 / 970.704.0313 fax DHM Design 580 Main St, Suite 110 Carbondale, CO 81623 970.963.65201970.963.6522 fax GallunSnow 1553 Platte St, Suite 310 Denver, CO 80202 303.433.9500 / 303.433.5624 fax seal /signature NOT FOR CONSTRUCTION issued for PHASE 11 FINAL PUD date 21 DECEMBER 2010 item date PLAN NORTH 0 is W NY SCALE 1"=30' key plan sheet title SITE GRADING PLAN (NORTHERN AREA) sheet number CG -102 m MvYa ay mnervy nmm�auanm. nw. mu neat nnm,wurw rim. ,emna "n rights therein, including copyrights. IlmayonlybeesWinamann c nslslWwMHesry drawn by: JKS checked by: NAA International inc.'s rgnts while Heery International, Inc, is providing serv;= W the spedle prgect Copyright ® 20DX by Hoary Imemational, Inc a8 rights reserved. Identified or referred to herein or extensions thereto. It may not be uew for my Other pwpose WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 24 •x36' except with the express written agreement of, and compensation to. Heery International Inc. 4 . � \ 'k •., # a` ,. �. \ -r' + p 3' ;.� +� ti .. + + ^ ., + �`.. '.. t °' q k ,iM•• �.+ a� r n �' O� + a - _ � % + R �✓ r u rf� �..— - +` �� x.. 'A + ' -- '' a' I , ` / / / o> � Z� ✓ Y .: + -! a + ,+ +^ to + \ � / o . + t �, If + T i / / + t 4 15 ` A� \ VA \A;V v, {-* � , ++ � #} Y ±� +. +°'� � x y /� � Yy # + Y� r� + + r t + � # •i _ +# ° + - +ta } \ \ \ \ \ `1 \ `" / ��, f t. I � � ff l !! l !l � l f .. /'l X #I � Y `+�.' h +Y 'r Y \a \Y } + \} p .� \ , \ \�✓'� �_�I� � I / ,1 • x } + + + �+ / Y / +I +'' # + +{ + X � ++ +• IY / � i . Y. Aft J Y OTHERS) . \ k r # Y �� a + + + + BOr70M, OF, , � N f e I r j \ \ r + } / r v - � r+ •s Y . < s \ 1 # +s +,t # +�,# '�H � r QS.Mt J � ✓ - _, - � �j� / 4.a Y/a; I LQIy \r l ,, „' � + +r.. >. /Y •� # '.. '; , r a y • c � �, Y /,� �� I� /'I /'I // /III. III Ab x � I # „+ ' � \ ' `8 04 `,��� '1" � l ��:a \ \, ✓ /I II/IIIII I�I.r %J ) GRADING NOTES: THE PRIOR CONSENT OF THE PROPERTY OWNERS INVOLVED. 4. ALL PROPOSED WORK WITHIN THE CITY OF ASPEN RIGHT-OF-WAY SHALL BE CONSTRUCTED UNDER SEPARATELY SUBMITTED RIGHT-OF -WAY PERMIT PLANS. I , 5. THE SUBJECT PROPERTY IS LOCATED IN ZONE X, WHICH is OUTSIDE THE 500 -YEAR FLOOD PLAIN ( ACCORDING TO FIRM PANEL 203 OF 325 08097CO203 C, EFFECTIVE DATE OF JUNE 4, 1987. . Y + + X. r CALL BEFORE YOU DIG } LANDSCAPING LEGEND C CENTER OF COLORADO 1- 800 - 922 -1987 12600 W. 00WAX AVE, soh e-�o DECIDUOUSIEVERGREEN Qom+ n \\ \ \ \ \ \ \ LWEWDW CW)RADD em o TREES �esig 1 CALL 2— BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE. OR EXCAVATE FOR THE NARKING OF UNDERGROUND SHRUBSIPERENNIALS MEMBER UTIUVES I r + a V A \ a \ TURF SWALEORAINAGE AREA MIX Heery International Inc. M CG=104 Fnli OETANS NATIVE SEED MIX 820 16th Street Mall, ON Hatn C � AW WRA Suite 200, Denver, CO LOW GROW NATNESEED MIX 80202 - 3219720.946.0276 GRASSCRETE x\ V A A V A A �7 CRUSHER FINES PATH EXISTING VEGETATION iS / NOTE: REFER TO LANDSCAPING PLANS FOR ADDITIONAL PHASE 2 EXPANSION INFORMATION. GRADING & DRAINAGE LEGEND Aspen Valley Hospital TOW= TOPOFWALL 0401 Castle Creek Road BOW = BOTTOM OF WALL Aspen, Co 81611 r TOD = TOP OF DROP STRUCTURE BOO BOTTOM OF DROP STRUCTURE owner's project number 29054.01 = HP =HIGH POINT consultants /construction managers d V v v v v V LP = LOW POINT Y \ FL = FLOWLINE Structural Consultants Inc. TBC =TOP BACK OF CURB 3400 East Bayaud Ave, #300Denver, CO 80209 4 \ \ \ \ \ LIP = LIP OF GUTTER PAN 303.399.5154 1303.333.9501 fax >k� EX. = EXISTING MTCH= MATCH Cator; RUma, &Assoc. ' \ 1550 Dover St, Ste. 2 DRAINAGE DIRECTION (SLOPE .10L Lakewood, CO 80215 SPOT ELEVATION „&LA ° ' + \ ' �' + '•; \� x � � y v � \ \ EXAMPLE: FLOWLINE ELEVATION OF 8005 „�Q,,!$f�0 303.232.62001303.233.3701 fax \ \ \) \ FLOWLINE ELEVATION OF 7995 x fL-9"= $S 0 So ris Engineering e Main PROPOSED SILT FENCE 502 Mait, Suit A3 Carbondale, CO 80623 PROPOSED EROSION CONTROL LOG 970.704.0311 / 970.704.0313 fax SCI. + ++ # \ \ \ \ DHM Design PROPOSED LIMITS OF DISTURBANCE — — — — — — — — — 580 Main St, Suite 110 Carbondale, CO 61623 970.963.6520 1970.963.6522 fax ` : ry +� � 7 --.. ` 7sgq� ✓3 `\\ \ \ +� i. =n� ,.+ + + � � � � \ \ \ \ \ \ Gallon \ SITE BE NCHMARK NOTE: snow S C O E 1553 Platte St, Suite 310 \ \ \, \\ r. + \ \ \ \ BASIS OF ELEVATION: AN NAVD 88 ELEVATION Denver, CO 80202 (4) TREAD • 11 9� j \ \ } + \ ' - ' rvi. \ \ \ OF 7720.88' ON THE USGS BENCHMARK S159. (s) RAE A \ / \ \ \ \ \ \ 303.433.9500 /303.433.5624 fax \ \\ # + �� '' � THIS CREATED A SITE BENCHMARK LOCATED ON THE SOUTHERLY BOUNDARY LINE BETWEEN seal/signature nature PARCELS A AND B, MONUMENTED BY A FOUND 9 ' ` j �. .� ^ .�y 1, r ( / / / / , -- _ '--_ � v � \ .. �+ .✓�' \ >�� + � ` \ \ `l' `(\ ` .,' &86",,.� V A V A �.\ � REBAR AND ALUMINUM CAP (L.S. 20632), WITH AN ELEVATION OF 8035.73 FEET, AS SHOWN HEREIN. THE CITY OF ASPEN CONTROL MONUMENTS ARE ON THE NAVD 88 ELEVATION 'DATUM. NOT FOR CONSTRUCTION i � r ✓ "-: �. � \ _ --"- \ \ \ \ \ \� \ / to \ J, \ 4 J y.� \ \ \ \\ \ P. ` \ \ o \ issued for date 82- ` .. \. CAME CREEK ROAD.DAAMiAGE DITM \ \ \ \ `� \ \ \ ✓ l x / \ \ 7E� SWALE -cAr \— PHASE 11 -7S8 o \ wusr BE r AKEAt M1711_E�os7M1c \ FINAL PUD -�7 21 DECEMBER 2010 ate Item \ d / - k$ \ \ I \ ( f f N � CAS7CE CREEK—RV. \ R.O.M. (VARI'MlG M 7N)- \ 70W 94 BOW 99.2 TO W 1 3. Ift BOW 017.* — V TOW'1TQt 1 BOW # EXM7 FFE -M16f p 1 )}� 4 PLAN NORTH v v PROPOSED Q ' ��,'� v f v v> — av , yv f v // ".���. �+ A . '� ����' r,� -. , � •'.- ,rrr�4 \ �L� � �'. ��° ;-._•� 1 t� 1 / / V A 0 15 ao s0 1. REFER TO LANDSCAPING PLANS (SHEETS L -2.0 TO L.2.2) FOR SPECIFIC INFORMATION REGARDING \ ,S GRADING IN THE DRIP LINE OF EXISTING TREES THAT ARE TO REMAIN. i 2. ALL GEOTECHNICAL RECOMMENDATIONS MUST BE ADHERED TO. AIPPROX FNBSHED FLOOR ELEVA7K,M1 3. THE CONTRACTOR SHALL CONTAIN THE CONSTRUCTION OPERATIONS TO THE AREA WITHIN THE 0012.6 LIMITS OF DISTURBANCE, THE CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT KEY MAP N.T.S. J 1 � .. 1 APPROX FpOSHIE FLOOR ELEVARON = 80126 owner's project number 29054.01 PHASE 2 EXPANSION Aspen Valley Hospital 0401 Castle Creek Road Aspen, Co 81611 1\ 1 FR 3" t � consultants /construction managers Structural Consultants Inc. 3400 East Bayaud Ave, #300Denver, CO 80209 303.399.5154 1303.333.9501 fax Cator, Ruma, 8 Assoc. 1550 Dover St, Ste. 2 Lakewood, CO 80215 303.232.6200 / 303.233.3701 fax Sopris Engineering 502 Main St, Suite A3 Carbondale, CO 80623 970.704.0311 / 970.704.0313 fax DHM Design 580 Main St, Suite 110 Carbondale, CO 81623 970.963.6520 / 970.963.6522 fax 1,553 Platte St, Suite 310 Denver, CO 80202 303.433.9500 1303.433.5624 fax NOT FOR CONSTRUCTION EROSION CONTROL LEGEND PROPOSED SILT FENCE SF PROPOSED EROSION CONTROL LOG SCL PROPOSED LIMITS OF DISTURBANCE GRADING & DRAINAGE LEGEND TOW = TOP OF WALL BOW = BOTTOM OF WALL V ( 1 TOD = TOP OF DROP STRUCTURE BOO = BOTTOM OF DROP STRUCTURE HP = HIGH POINT f LP = LOW POINT FL = FLOWLINE TBC = TOP BACK OF CURB LIP = LIP OF GUTTER PAN EX. = EXISTING MTCH = MATCH DRAINAGE DIRECTION/SLOPE . &OX SPOT ELEVATION >IX EXAMPLE: FLOWLINE ELEVATION OF 8005 A-a'- SO FLOWLINE ELEVATION OF 7995 ` SITE BENCHMARK NOTE: BASIS OF ELEVATION: AN NAVD 88 ELEVATION OF 7720.88' ON THE USGS BENCHMARK S159. THIS CREATED A SITE BENCHMARK LOCATED ON THE SOUTHERLY BOUNDARY LINE BETWEEN PARCELS A AND B, MONUMENTED BY A FOUND REBAR AND ALUMINUM CAP (L.S. 20632), WITH AN ELEVATION OF 8035.73 FEET, AS SHOWN HEREIN. THE CITY OF ASPEN CONTROL MONUMENTS ARE ON THE NAVD 88 ELEVATION DATUM. v < SCALE: 1"=20' SOUTH AVH ENTRANCE DETAIL LANDSCAPING LEGEND DECIDUOUS/EVERGREEN TREES SHRUBSIPERENNIALS TURF SWALEIDRAINAGE AREA MIX NATIVE SEED MIX LOW GROW NATIVE SEED MIX ' ` "' GRASSCRETE CRUSHER FINES PATH ;as a t ) EXISTING VEGETATION NOTE: REFER TO LANDSCAPING PLANS FOR ADDITIONAL INFORMATION. GRADING NOTES: 1. REFER TO LANDSCAPING PLANS (SHEETS L -2.0 TO L.2.2) FOR SPECIFIC INFORMATION REGARDING GRADING IN THE DRIP LINE OF EXISTING TREES THAT ARE TO REMAIN. 2. ALL GEOTECHNICAL RECOMMENDATIONS MUST BE ADHERED TO. 3. THE CONTRACTOR SHALL CONTAIN THE CONSTRUCTION OPERATIONS TO THE AREA WITHIN THE LIMITS OF DISTURBANCE, THE CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR CONSENT OF THE PROPERTY OWNERS INVOLVED. 4. ALL PROPOSED WORK WITHIN THE CITY OF ASPEN RIGHT -OF -WAY SHALL BE CONSTRUCTED UNDER SEPARATELY SUBMITTED RIGHT -OF -WAY PERMIT PLANS. 5. THE SUBJECT PROPERTY IS LOCATED IN ZONE X, WHICH IS OUTSIDE THE 500 -YEAR FLOOD PLAIN ACCORDING TO FIRM PANEL 203 OF 325 08097CO203 C, EFFECTIVE DATE OF JUNE 4,1987. S OPRIS ENGINEERING, LLC. 502 MAIN STREET CARBONDALE, CO 81623 (970) 704 -0311 FAX: (970 }704 -0313 This document is the property of Heery International, Inc. and Hoary International Ine. retains all dgMs %ereln, Indutlag ocpydghts. It may only be used In a merneroortsistem wth Hwy tnternetlxal bw.'a fights where Fleecy IntmwtlorW, Inc isproritlirg services for tlrespea4c a Identified or referred to herein or extensions thereto. It may not be used for my other Wpose except with the express written agreement of, and compensation to; Hwy International Inc. issued for PHASE II FINAL PUD design seal /signature date 21 DECEMBER 2010 item date PLAN NORTH 0 15 W W SCALE: 1"=39 key plan sheet title SITE GRADING PLAN (SOUTHERN AREA) sheet number CG -104 drawn by: JKS checked by: NAA Copy,W*20OX by Heery international. Inc. aft rights reserved. WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 245x36' Heery International Inc. 82016th Street Mall, Suite 200, Denver, CO 80202 - 3219720.946.0276 KEY MAP N.T.S. NORTH AVH ENTRANCE DETAIL FROM CG -108 1 Y N07ES (NOT TO SCALE) T " SWRLE SECTION C -C 6' min. S A ND, COMPOST, -r NORTH AMERICAN REFER TO RAIN GARDEN DETAIL r, NORTH AMERICAN GREEN C125 NOTES. (NOT TO SCALE) TOPSOIL MIX W/ PROPOER COMPACTION OR ( SOD MATERIAL 12 MIN. --�} GREEN C125 TRM (OR APPROVED EQUAL) 1. 2 • J. MINIMUM LONGITUDINAL SLOPE =1.7.0 MANN/NG'S n =0.035 (TRM MANUFAC7URER's RECOMMENDATIONS) CONTRIBUTING FLOWS INCLUDE N(Q10 =1.4, 0100 =3.49) & OS -5 (010 =0.93 Q100 =2.02) TRM (OR APPROVED EQUAL) RAIN GARDEN SWALE 1. MINIMUM LONGITUDINAL SLOPE = 4.7%t. $WALE "L" SECTION I 4. 5. COMBINED ESTIMATED FLOWS: Q10 =2.33 cfs, Q100 =5.51 cis 10 YR. DIO NOT TO SCALE ) 2. MANNING'S n =0.022 (TRM MANUFACTURER'S RECOMMENDATION) NOTES =6.9.t in, VIO =2.3t fps, QOO YR. D100 =9.5t in & VI00 =2.9f 3. CONTRIBUTING BASINS. OS -3 (Q1O =0.91, QIOO= 1.48), C3 (CARRY (NOT TO SCALE) NOTES 4. OVER: Q10 =0.01, 0100 =0.02) COMBINED FLOWS: Q10 =0.92 cis and Q100 =1.5 cis 1. AVG. LONGITUDINAL SLOPE 2%t 2. MANNING's n = 0.022 (TRM MANUFACTURING's RECOMMENDATIONS) 1. MINIMUM LONGITUDINAL SLOPE = 0.5% sheet number 5. IOW: D =34t in, V =3.8t fps, 100YR. 0 =4.1t in, V =4.3t fps J. BASIN L- Q10 -1.52 cfs & 0100=4.29 cfs 2. MANNING'S n = 0.022 (IRM MANUFACTURER's RECOMMENDATIONS) 6. CARE MUST BE TAKEN IN PR07EC1ING THE EXISTING ]BEES 4. REFER TO EXHIBIT 6 FOR LOCATION 3. CONTRIBUTING BASMIS: E -2 & 100 1R CARRY OVER FROM A-7 4. 5. Q10 =0.38 cis & Q100 =0.76 cis 10 YR: D10 =3.3t in, VIO =1.2t cfs, 100 YR: D100 =4.3t in, VI00 =1.5t fps CG- 05 This Ooa,ment is the property of Heery International. Inc. and Hwy Mlematlmai Mc. retains all rights therein. 4hdutling copyrtow It may only be used In a menner eahsivrentwth Hoary drawn by:.JKS checked by: NAA Internadonai 4w'srkghts wNW Heery lnternwonal, 4� mpro%an4�w the, specirrpmja CoprtgMO2WX Iry NeeryheematicnN. hic strlghtgreserved: idenitbd or referred to herein or eaensions thereto. it may not be used for my other moss WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 24 'x36' except with the express written agreemem of. and compensation to, Heery Intemedahei Inc x ,09 d Q L � r ! �llt a 1 _ �.. X',/ ✓/� v �;' ?`its %< ", " �.., ' f� '� A •x SOIL NAIL WALL ! l J r �� 1 ; • o /'C4 6 J CAS PC =B 8 / HIGH POINT ELEV = 8011.46 HIGH POINT STA 9 +03.50 PVT STA = 4 +00 PW ELEV = 8011.49 A.D. _ -3,92 K = 2.55 10.0' VC 4. N _ ; O_ I 431 ? Y'SF Y- a �} w C3: u` r J \V \v U UE 9 MAIL WILL_ DECDRATIYE FIPN91 MY OWNERS) i ASPEN VALLEY HOSPITAL A.V.H. LOOP RD. PLAN VIEW 4 j SCALE: 199=W PW STA - 7+38 PW ELEV as 8008.09 A.D = —1.17 K - 59.83 7 0,0! VC -} PHASE 2 EXPANSION NSION Aspen Valley Hospital 0401 Castle Creek Road Aspen, Co 81611 owner's project number 29054.01 consultants /construction managers Structural Consultants Inc. 3400 East Bayaud Ave, #300Denver, CO 80209 303.399.5154 / 303.333.9501 fax Calm; Ruma, Assoc. 1550 Dover St, Ste. 2 Lakewood, CO 80215 303.23Z.6200 / 303.233.3701 fax Sopris Engineering 502 Main St, Suite A3 Carbondale, CO 80623 970.704.0311 / 970.704.0313 fax DHM Design 580 Main St, Suite 110 Carbondale, CO 81623 970.963.6520 1970.963.6522 fax GalNin -Snow 1553 Platte St, Suite 310 Denver, CO 80202 303.433.9500 1303.433.5624 fax seal /signature VARYING HEIGHT SOIL NAIL--/ GURB DRIVING LANE I DRIVIWLANE CU RB RETAINING STRUCTURE °p 4.0' ASPHALT GU TTER 6 BY 07HERS OR DAYLIGHT 2 0' TO EXISTING GRADE O 3:1 (2: f MAX.} VARIES GUTTER 2X SLOPE I 2� SLOPE GUTTER VARIES C ZALL SC ARI FY 6' VERTICAL CURB COURSE E COMPAC� TO 5% REC CT SUBGR 4DEAA OF 8" STANDARD PROCTOR ASPEN VALLEY HOSPITAL A.V.H. LOOP RD. PLAN VIEW 4 j SCALE: 199=W PW STA - 7+38 PW ELEV as 8008.09 A.D = —1.17 K - 59.83 7 0,0! VC -} PHASE 2 EXPANSION NSION Aspen Valley Hospital 0401 Castle Creek Road Aspen, Co 81611 owner's project number 29054.01 consultants /construction managers Structural Consultants Inc. 3400 East Bayaud Ave, #300Denver, CO 80209 303.399.5154 / 303.333.9501 fax Calm; Ruma, Assoc. 1550 Dover St, Ste. 2 Lakewood, CO 80215 303.23Z.6200 / 303.233.3701 fax Sopris Engineering 502 Main St, Suite A3 Carbondale, CO 80623 970.704.0311 / 970.704.0313 fax DHM Design 580 Main St, Suite 110 Carbondale, CO 81623 970.963.6520 1970.963.6522 fax GalNin -Snow 1553 Platte St, Suite 310 Denver, CO 80202 303.433.9500 1303.433.5624 fax seal /signature VARYING HEIGHT SOIL NAIL--/ GURB DRIVING LANE I DRIVIWLANE CU RB RETAINING STRUCTURE °p 4.0' ASPHALT GU TTER 6 BY 07HERS OR DAYLIGHT 2 0' TO EXISTING GRADE O 3:1 (2: f MAX.} VARIES GUTTER 2X SLOPE I 2� SLOPE GUTTER VARIES C ZALL SC ARI FY 6' VERTICAL CURB COURSE E COMPAC� TO 5% REC CT SUBGR 4DEAA OF 8" STANDARD PROCTOR DEPTH TO 95X STANDARD PROCTOR. 8 A.V.H. LOOP ROAD TYPICAL CROSS SECTION STA: 1 +00 TO 9 +00 -250 NOT TO ArAI F `J+UU CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1 -800- 922 -1987 tnOO W. CMPAX AVE, SUITE B –JM LAKEWOOD, COLORADO 8=5 CALL 2– BUSINESS DAYS IN ADVANCE BEFORE YOU DMn GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES F,91 =c/] pfff-9 5 +00 A.V.H. LOOP ROAD PROFILE SCALE: HORtZ_ 1"=3(r VERT. 1 " =10' 4 = 4 3+00 2 +00 R 0 = 0 issued for date PHASE II FINAL PUE) 21 DECEMBER 2010 8020 1 item I date 8010 PLAN NORTH 7980 o is w ea SCALE: 1'r =39 797a key, plan ITIC43 sheet title NORTH A.V.H. LOOP ROAD PLAN & PROFILE STA: 1+00 TO 9+00 S OPRIS ENGINEERING, LLC. 502 MAIN STREET Sheet number CARBONDALE, CO 81623 (970) 704 -0311 FAX: (970) - 704 -0313 C P — 1 01 This docmnect Is the Mpatty of Heery Inlematiopai, Inc. and Heery MerrMtlanal lnc. ret** aN ` du rigMS dl- i , ftk,&V C*yfthta It may ony be used in a nlameroa"ISteMxXhbeery intemetlonal a)C'A dgtLLS wniw Heaylntxnatiuul ,kw . is:Pw ` gaarvlcac,cs CwapacilkpcajaC Copy Menbfied or referred to herein or exlenaims thereto. It may not be Used for a yodwwpaae wHE except teiM the express written agreement of and oomper satlon to, Hwy intern ftW Im _t t if ttD °p 3 rO PW ELEV 799113 W n 8 A.D. _ -250 c u K = 40.00 \ I g 100.0 VC W W m -0.59 4w y l \ PVI STA = 2+30 MATCH EXISANG 2, t ---� --- �" �_ r ` A.D. = 3.00 PAVEMENT { / �� u K = 33 36 15' HOPE APPROX. E)0S714G GRADE LU + oQ 100.0 VC STORM PIPE O CENTERLINE A.V.H. �\ `r LOOP ROAD m m % N + — — _ U M PROPOSED GRADE 0 -_ -_ . a�i CENTERUNE OF A.V.H. LOOP ROAD 1 HOPE STOF M PIPE � Y • °p `a M y tq 0 �- 00 E' 5.4':k -4.17X 2 " HOPE SCALE: HORZ: 1 w -30' WNT: Y =t0' d' n� �, N tl W„ N W� O O� µ� N ytp otN n� y N •� ••- Q p', 101 CO O ri O 7 o N of O� �� ri^ O� h OQ, N 0)� ��, O 0 )O 1 O)R O 0 )N n off^ CV 0 ) 0) 10 �� ��,+ �� �� �� �� ^� T `J+UU CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1 -800- 922 -1987 tnOO W. CMPAX AVE, SUITE B –JM LAKEWOOD, COLORADO 8=5 CALL 2– BUSINESS DAYS IN ADVANCE BEFORE YOU DMn GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES F,91 =c/] pfff-9 5 +00 A.V.H. LOOP ROAD PROFILE SCALE: HORtZ_ 1"=3(r VERT. 1 " =10' 4 = 4 3+00 2 +00 R 0 = 0 issued for date PHASE II FINAL PUE) 21 DECEMBER 2010 8020 1 item I date 8010 PLAN NORTH 7980 o is w ea SCALE: 1'r =39 797a key, plan ITIC43 sheet title NORTH A.V.H. LOOP ROAD PLAN & PROFILE STA: 1+00 TO 9+00 S OPRIS ENGINEERING, LLC. 502 MAIN STREET Sheet number CARBONDALE, CO 81623 (970) 704 -0311 FAX: (970) - 704 -0313 C P — 1 01 This docmnect Is the Mpatty of Heery Inlematiopai, Inc. and Heery MerrMtlanal lnc. ret** aN ` du rigMS dl- i , ftk,&V C*yfthta It may ony be used in a nlameroa"ISteMxXhbeery intemetlonal a)C'A dgtLLS wniw Heaylntxnatiuul ,kw . is:Pw ` gaarvlcac,cs CwapacilkpcajaC Copy Menbfied or referred to herein or exlenaims thereto. It may not be Used for a yodwwpaae wHE except teiM the express written agreement of and oomper satlon to, Hwy intern ftW Im _t t if f / 3 COMB TERRACE _ n J HEEI�Y � - Heery International Inc. 820 16th Street Mali Suite 200, Denver, CO 80202 - 3219720.946.0276 k =x � I l r t # . / •' v / 1 y 1,.7 y 5 F / �. r f �l' ( ° y r \ �`'" \ OjO• � T r � + A a i 1 4 t J � K ZON .;\ \ TA \ �S N oil 1 i \ \ \\ — -- 86D9 --- — li PROPOSED PARKING 'STRIUCTURE \ kK checked by: NAA hIM Ork,Fdsreserved. SHEET MEASURES 24735' i V A c u \ I g ! , 4w y l \ { HEEI�Y � - Heery International Inc. 820 16th Street Mali Suite 200, Denver, CO 80202 - 3219720.946.0276 k =x � I l r t # . / •' v / 1 y 1,.7 y 5 F / �. r f �l' ( ° y r \ �`'" \ OjO• � T r � + A a i 1 4 t J � K ZON .;\ \ TA \ �S N oil 1 i \ \ \\ — -- 86D9 --- — li PROPOSED PARKING 'STRIUCTURE \ kK checked by: NAA hIM Ork,Fdsreserved. SHEET MEASURES 24735' Hh' Y - Heery International Inc. 820 16th Street Mall, Suite 200, Denver, CO 80202 - 3219720.946.0276 M�i PHASE 2 EXPANSION AIN. 2.5' 12' 12' CURB do DRIVING LANE DRIVING LANE GUTTER 4.0" ASPHALT 6" 2.0' " GUTTER 2% SLOPE 2 SLOPE 6" STANDARD CURB 8" CLASS 6 AGGREGATE BASE COURSE OVER 12" CLASS 2 ABC COMPACTED TO 95% STANDARD PROCTOR A.V.H. LOOP ROAD TYPICAL CROSS SECTION STA: 16 +00 TO END Aspen Valley Hospital 0401 Castle Creek Road Aspen, Co 81611 owner's project number 29054,01 consultants /construction managers Structural Consultants Inc. 3400 East Bayaud Ave, #300Denver, CO 80209 303.399.5154 1303.333.9501 fax Cator; Rums, & Assoc. 1550 Dover St, Ste. 2 Lakewood, CO 80215 303.232.6200 / 303.233.3701 fax NOTES: NOT TO SCALE of a o St A3 Carbondale, CO 80623 1. STRIP ALL TOPSOIL, SCARIFY 6: RECOMPACT 970.704.0311 / 970.704.0313 fax SUBGRADE A MINIMUM OF 8' DEPTH TO 95X STANDARD PROCTOR. DHM Design 580 Main St, Suite 110 2. STA: 17+50. BEGIN TRANSITION TO MATCH Carbondale, CO 81623 LONGITUDINAL GRADE OF CASTLE CREEK RD. 970.963.6520 / 970.963.6522 fax GaNun -Snow 1553 Platte St, Suite 310 Denver, CO 80202 303.4319500 / 303.433.5624 fax seal /signature CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1- 800 - 922 -1987 12800 W. C"AX AYE, SUITE 8 -310 LAKEWOOD, COLORADO 80215 CALL 2— BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES SOUTH A.V.H. LOOP ROAD PLAN VIEW SCALE: 1 " =30' PVI STA - 16+40.02 PVl ELEV — 801112 A.D. _ — 3.6000 K = 27,7778 100.0' W ' o ^ r: ' i Z o ,n :e X WRM ff=-f 7970 C It PVt STA — 18+50.04 PV1 ELEV — 8001.36 A.D. - 3.8000 K - 10.5263 16+00 17+00 SOUTH AVH LOOP ROAD PROFILE SCALE: HORIZ.1 " =30' VERT. 1 " =10' ie, J NOT FOR CONSTRUCTION S ORRIS ENGINEERING, LLC. 502 MAIN STREET CARBONDALE, CO 81623 (970) 704 -0311 FAX: (970) - 704 -0313 issued for PHASE II FINAL PUD date 21 DECEMBER 2010 item date PLAN NORTH o is av Or SCALE: 1"=30' key plan sheet title SOUTH A.V.H. LOOP ROAD PLAN & PROFILE STA: 15 +50 TO END sheet number C P -102 This doCUment Is the property of Henry International, Inc. atM Hasty International Inc. retakla all rights therein, including copyeghts. It may only be teed In a rnanter consistent with Hwy drawn by: JKS checked by: NAA International Inc. s rights w %He Henry International, Inc. is providntg services for the spocft project Copyright* 200X by Henry International, Inc. all rights reserved. Identified or referred to herein or extensions thereto, h may not be used for anyother purpose WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 24X36' except with the express written agreement of, and compensation to, Henry International Inn. m + $ o m + ib n w l " y + g a o g APPROX. EXISTING GR .. =TAD ^ w to W W t CY 2.3.* 15 RCP CLAW il! PROPOSED GRADE O STORM PIPE CENTERLINE OF A.V.H. LOOP ROAD SCALE: HORZ• 1 " =30' VERT. 1 " =10' pq c o C4 .—^ M� 04 n 00 00 LO 00 00 CO 16+00 17+00 SOUTH AVH LOOP ROAD PROFILE SCALE: HORIZ.1 " =30' VERT. 1 " =10' ie, J NOT FOR CONSTRUCTION S ORRIS ENGINEERING, LLC. 502 MAIN STREET CARBONDALE, CO 81623 (970) 704 -0311 FAX: (970) - 704 -0313 issued for PHASE II FINAL PUD date 21 DECEMBER 2010 item date PLAN NORTH o is av Or SCALE: 1"=30' key plan sheet title SOUTH A.V.H. LOOP ROAD PLAN & PROFILE STA: 15 +50 TO END sheet number C P -102 This doCUment Is the property of Henry International, Inc. atM Hasty International Inc. retakla all rights therein, including copyeghts. It may only be teed In a rnanter consistent with Hwy drawn by: JKS checked by: NAA International Inc. s rights w %He Henry International, Inc. is providntg services for the spocft project Copyright* 200X by Henry International, Inc. all rights reserved. Identified or referred to herein or extensions thereto, h may not be used for anyother purpose WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 24X36' except with the express written agreement of, and compensation to, Henry International Inn. HEEI�Y - Heery International Inc. 820 16th Street Mall, Suite 200, Denver, CO 80202 - 3219720.946.0276 Aspen Valley Hospital 0401 Castle Creek Road Aspen, Co 81611 owners project number 29054.01 consultants /construction managers Structural Consultants Inc. 3400 East Bayaud Ave, #300Denver, CO 80209 303.399.5154 / 303.333.9501 fax Cator, Ruma, 8 Assoc. 1550 Dover St, Ste. 2 Lakewood, CO 80215 303.232.6200 / 303.233.3701 fax Sopds Engineering 502 Main St, Suite A3 Carbondale, CO 80623 970.704.0311 1970.704.0313 fax DHM Design 580 Main St, Suite 110 Carbondale, CO 81623 970.963.6520 / 970.963.6522 fax GallunSnow 1553 Platte St, Suite 310 Denver, CO 80202 303.433.9500 / 303.433.5624 fax seal /signature NOT FOR CONSTRUCTION issued for PHASE II date FINAL PUD 8 NOVEMBER 2010 item date 0 26 fix tar SCALE: 1"=50' r W. 3 Z11 0 bq- I WIN key plan sheet title OVERALL WATER PLAN sheet number CU -101 rights therein, inducting copyrights. ft may only be used in a mamlercalsistem with Hwy International Ines rights white Heery Int matiatal, Ihc. is pmNdsg services for the specific project identified or referred to berein or extensions thereto. It may not be used for any other propose except with the express written agreement of, and compensation to, Heery Imemadonal Inc. drawn by: CHIC checked by: NAA Copyright 20OX by Hasty International, I= all rights reserved. WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 24X36' 1"M HEERY • - • Heery Intemational Inc. 82016th Street Mall, Suite 200, Denver, CO 80202 - 3219720.946.0276 PHASE 2 EXPANSION Aspen Valley Hospital 0401 Castle Creek Road Aspen, Co 81611 owner's project number 29054.01 consultants /construction managers Structural Consultants Inc. 3400 East Bayaud Ave, #300Denver, CO 80209 303.399.5154 / 303.333.9501 fax Cator, Ruma, & Assoc. 1550 Dover St, Ste. 2 Lakewood, CO 80215 303.232.6200 / 303.233.3701 fax Sopris Engineering 502 Main St, Suite A3 Carbondale, CO 80623 970.704.0311 / 970.704.0313 fax DHM Design 580 Main St, Suite 110 Carbondale, CO 81623 970.963.65201970.963.6522 fax Gallun-Snow 1553 Platte St, Suite 310 Denver, CO 80202 303.433.9500 / 303.433.5624 fax seal /signature NOT FOR CONSTRUCTION issued for PHASE II FINAL PUD date 21 DECEMBER 2010 item date 0 2s W m0 SCALE: 1"=50' 0. r 1 q h PJ F key plan sheet title MASTER SHALLOW UTILITY PLAN sheet number CU -103 rights therein, rnd"ng copyrights. It may only be used in a rnmmer consistent with Henry International inc.'s rights while Heny International. Inc. is provkRng services for the specific project IdentNieci or referred to herein or extensions thereto. it may not be used for any other ptrpwe except with the express written agreement of, and compensation to, Hwy International Inc. drawn by: CHIC checked by: NAA copyright ® 20OX by Henry International, Inc. all right reserved. WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 24x36" Inlet Crate: Neenah 9452 - -B (or Appmvsd Efnal,• tending Appmtal h", rit" knerineef and Engineer of . it ," M Joint Sealant Between Inlet _T Flat top slab and wails SEE PLANS .- r- 30" NOTES: 1. Concrete must' cure to 4500 psi strength in 28 calendar days 2. Steel Reinforcement: •• #4 re -bar for floor slab at 9" centers in two horizontal directions (X & Y) •• #4 re -bar at 9" centers both horizontally and vertically -WALLS •• #5 re -bar at 6" centers in two horizontal directions -TOP •• #5 re -bar bent rectangular with 8" overlap to support frame an grate at opening -TOP 3. All inlet box shop drawings must be approved by the Engineer of Record. 4. All inlet boxes must be traffic rated reinforced concrete structures. 5. Inlet grates shall be Neenah R- 3462 -8 STORM DRAINAGE INLET BOX DETAIL (NOT TO SCALE) FINISHED GRADE I 7 7' 18" MIN. " " \ \� c / /% 6" MIN. LLLLLLL' SELECT GRADABLE MATERIAL COMPACTED 9" TO 95% STANDARD PROCTOR r mnv �-- BEDDING OF CLASS 6 AGGREGATE BASE COURSE ft \12" 2 SLOPE TRENCH WALLS FOR TRENCH CROSS- SECTION FOR SAFETY PER CURRENT OSHA HDPE OR CMP CULVERTS & COSH REQUIREMENTS N.T.S. 3" SI 12" ON 18" MIN. 0.7 Be 8" TYP. A 6.5' 6 " POND OUTLET STRUCTURE (NOT TO SCALE) STL. RACK SWIVEL HINGE (TIP.) INLET FOR FLOWS EXCEEDING INLET FOR FLOWS EXCEEDING 10 YR STORM; UP TO 100 -YR STORM EVENT 100 -YR STORM EVENT 100 -YR WSE= 7958.25 4t w 10 -YR WSE= 7957.5 TUBULAR TRASH RACK 0�0> ON 6" CENTERS 3t 00 00 00 BOLT DOWN OR LOCK DOWN (TYP.) WQCV. 7955.51 =� 6' 8" TYP. TUBULAR TRASH RACK ON 6" LLLLLLLLLL LLLLI_LLLLLLL' ` L - ` L iLLLLLLLLLLL c LL ` LLLLLLLLLLLLL LLLLLLL' LLLLLLL 9" LLLLLLLLLLL LLLLLLLLL LLL LLLLLL'__ LL LLLI,.LLL LLLLLLLLLL OVER SHELF VERTICAL LLLLLLLLLLLLLLLLLLLLLL' C LINE AT 15" -C MAX. L L2 LL_ LLLLLLLLLLL LLLLLLLLL LLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLL'' _LLLLLLL__LLLLLLLLLL LLLLLLL._LLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLL LLLLLLL__LLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLL _LLLLLLL__LLLLLLLLLLL �_ LLLLLLLLLLLL LLLLLLL_ _i _LLL,I LL.L_L i_ sI -- -- ` i LLLLLLL _LLLLL`L LLLLLLLLLLLLLLLLLLLLLL' LLLLLLL_ _LLLLLLL__LLLLLLLLLLL _LLLLLLLLLL LLLLLLLLLLLLLLLLLLLLL" LLLLLLLLLLLLLLLLLLLLL LLLLLLL LLLLLLLLLL LLLLLLLLLLLLLLLLLLLLL' LLLLLLL LLLLLLLLLL LLLLLLLLLLLLLLLLLLLLL LLLLLLL _LLLLLLLLLLL i 1 I I I I 1 _LLLLLLL__LLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLL' 6 " 2' 7.25' 2.5' -� 1' hxt' -1j "w I NOTCH IN CONCRETE WALL TOP OF BERM EL 7959.5 0 / OU7ZE RPPE 6.5 hx7.2 "w NOTCH IN CONCRETE WALL 12' -10" POND OUTLET STRUCTURE SECTION A -A NOTES. (NOT TO SCALE) 1. Concrete must cure to 4500 psi strength in 28 calendar days 2. Steel Reinforcement: • #4 re -bar for floor slab at 12" centers in two horizontal directions (X & Y) •• #4 re -bar at 12" centers both horizontally and vertically -WALLS 3. All shop drawings must be approved by the Engineer of Record prior to installation. FLOOD CONTROL TOP OF BANK TRASH RACK: TOP OF ELEVA77ON = 7959.5 RACK \ 6" MIN. SELECT GRADABLE MATERIAL COMPACTED TO 95% STANDARD PROCTOR / BUILD EMBANKMENT TO HERE • / AND EXCAVATE TO DEPTH REQUIRED e i XX>� / \ ��� // BEDDING OF CLASS 6 AGGREGATE BASE COURSE R0 r<�f 87 l /7 10 i/ PIPE O.D. OR caaN PIIIC IR" NOTES: N.T.S. 1. Be IS THE OUTSIDE DIMENSION FOR DIAMETER, SPAN OR RISE. 2. BEDDING IS CLASS B (MODIFIED) (FROM CONCRETE PIPE DESIGN MANUAL- AMERICAN CONCRETE PIPE ASSOCIATION) WITH SETTLEMENT RATION R -O.Osd (YIELDING BED). BEDDING MATERIAL FOR RIGID PIPE IN SOIL SHALL BE 3 IN. LOOSE THICKNESS STRUCTURE BACKFlLL CLASS 2. BEDDING MATERIAL FOR RIGID PIPE IN ROCK SHALL BE 12 IN. LOOSE THICKNESS STRUCTURE BACKFlLL CLASS 1. 3. SLOPE TRENCH WALLS FOR SAFETY PER CURRENT OSHA & COSH REQUIREMENTS 4. RCP MUST BE CLASS III ALL DETAILS ILLUSTRATED HEREIN ARE INTENDED TO SHOW DESIGN CONCEPTS. ALTERNATIVE DESIGNS MUST BE APPROVED BY THE ENGINEER OF RECORD OR CITY ENGINEER PRIOR TO INSTALLATION. W v W v W v Y W v v W v W W W W W v v W W W W W „SIDE W SLOPES V�RY -REFER Y T OGR AD NG ♦ OP Y ' Jr W Y W W W W OI�TLE % W W v W v l.G V v W W W W W v v •Y W W W v Y '•� W W ---- - - - - -- ` 18" CONC. CUTOFF WALL FOR SILL 4 utoff Wall for Sill POND OUTLET STRUCTURE PERSPECTIVE VIEW (NOT TO SCALE) Typical Outlet Structure Notes: The details shown are intended to show design concepts. Final shop drawings must be submitted to the Engineer of Record for approval. Alternate designs to the typical outlet structures shown may be considered; however, alternate designs must address the hydraulic and trash handling functional elements of the structures and approved by the Engineer of Record. Wingwalls shown are intended to enable the structure to be backfilled to be flush with the side slopes of the basin, which is the recommended geometry. Other geometries may be considered if their designs related to public safety, aesthetics, maintainability, and function are equal to or better than the designs shown herein. Trash racks shall be manufactured from stainless steel or aluminum alloy structurally designed not to fail under full hydrostatic load on the upstream side. 2' DIA. SR. ACCESS LID W/ "STORM SEWER" STAMPED ON LJD 2' DIA. ACCESS HATCH PROVIDE STD. 180' HOOK EACH END #6 REBAR (TIP.) 16 REBAR (TIP.) each end {'6 REBAR, X & Y, (TYR) 2" KEY WAY (TOP & BOTTOM) CLASS 6 BEDDING AND BACKFILL 4" MIN. (ON SOIL) 6" MIN (ON ROCK) UNDISTURBED EARTH 8" REINFORCED CONC. (TYP.) FLAT TOP MANHOLE DETAIL (NOT TO SCALE) CHANGE IN PIPE SIZE SHAPED IN PAVED AREAS RIM TO BE SET 1/2" BELOW GRADE WITH 1 1/2" GRADE RING. 110 WITHIN NON -PAVED TRAVEL AREAS, 2" TO 4" BELOW GRADE. IN NON -PAVED NO TRAVEL -} AREAS, 4" TO 8" ABOVE GRADE. 9 36" PRECAST CONCRETE SEC110NS 15" MIN. � CONCRETE BASE J CAST IN PLACE 3" 5" �- 24" OPENING (ORIENT OVER TYPICAL INS.". , WORDS "STORM SEWER" ON COVER 24 "C.I. M.H. ASPHALT RING & COVER f FLEXIBLE PLASTIC SEALING COMPOUND (RAM -NEK) AT ALL JOINTS SLOPE 1" -3 "7 1 3" I� "MIN. _J I 2" MAX. aF- MANHOLE I.D. + 16" 5" CONCRETE MORTOR 2" 9" MIN. BASE REBAR- #4 0 12" OC RUBBER 0 -RING OR FLEXIBLE TYPICAL MANHOLE SECTION GROUNDAY, 3" CLEAR FROM MANHOLE SEAL, GROUT SEAL I NOT ALLOWED p NOTES: VE ELEV 1. REFER TO PLANS FOR MANHOLE BARREL DIAMETER. HOWN ON [PROFILE 2. REFER TO PLANS FOR RIM &INVERT ELEVATIONS. ' 3. SHAPING FOR SMOOTH MANHOLE INVERTS MAY BE DONE BY FORMING OR SHAPING WITH CEMENT MORTAR. 4. THE MANHOLE STEPS SHALL BE SIMILAR AND EQUAL TO ALCOA ALUMINUM CO. NO. 126538. 5. PRECAST SECTIONS TO CONFORM TO ASTM C -478. G 6. PIPE GASKET REQUIRED AT MANHOLE WALL. INVERT ELEV. M SHOWN ON PROFILE DROP THR MANHOLE SECTION STANDARD STORM SEWER MANHOLE DETAIL SOPRIS ENGINEERING, LLC. (NOT TO SCALE) 502 MAIN STREET CARBONDALE, CO 81623 (970) 704 -0311 FAX: (970)- 704 -0313 This &moment is the property of HwY International. Inc, arxI HeerY International ft. ratans W v W W v v W W W W v W HEE_ Y - • Heery International Inc. 820 16th Street Mail, Suite 200, Denver, CO 80202 - 3219720.946.0276 PHASE 2 EXPANSION Aspen Valley Hospital 0401 Castle Creek Road Aspen, Co 81611 owner's project number 29054.01 consultants /construction managers Structural Consultants Inc. 3400 East Bayaud Ave, #300Denver, CO 80209 303.399.5154 / 303.333.9501 fax Cator, Ruma, & Assoc. 1550 Dover St, Ste. 2 Lakewood, CO 80215 303.232.6200 / 303.233.3701 fax Sopris Engineering 502 Main St, Suite A3 Carbondale, CO 80623 970.704.0311 / 970.704.0313 fax DHM Design 580 Main St, Suite 110 Carbondale, CO 81623 970.963.6520 / 970.963.6522 fax GallunSnow 1553 Platte St, Suite 310 Denver, CO 80202 303.433.9500 / 303.433.5624 fax seal /signature NOT FOR CONSTRUCTION issued for date PHASE II FINAL PUD 21 DECEMBER 2010 item date key plan sheet title DRAINAGE DETAILS sheet number CC -501 rights therein. InrAuding copyrights. It may ohry Da used Namemel consistent wttil Heery drawn by. JKS checked by. NAA international irro.'s rights xhile Heery Intemaaorial, Inc, E provi&g serrkm for the spetific ptgect rgpy,�yt ®200X by Heery International, inc. � righ4 reserved. Wentified ar raterted to herein or extensions fhereto.lt maynot be used for anyoMx pupose WHEN PLOTTED AT FULL S2E THIS SHEET MEASURES 24X36' except ydN the express wrinen agreement of, and compensation to, Heery Intemationei Inc. JUNCTION MH ALIGNMENT CHANGE BASE COURSE c 18" MAX. 3 REINFORCED CONCRETE GRADE 9" RINGS (MIN.) W /6" WALL �- 24" CAST IRON OR ALUM. MANHOLE STEPS, POSITION OVER SHELF VERTICAL C LINE AT 15" -C MAX. i- ECCENTRIC CONE FLEXIBLE PLASTIC SEALING COMPOUND (RAM -NEK) AT ALL JOINTS SLOPE 1" -3 "7 1 3" I� "MIN. _J I 2" MAX. aF- MANHOLE I.D. + 16" 5" CONCRETE MORTOR 2" 9" MIN. BASE REBAR- #4 0 12" OC RUBBER 0 -RING OR FLEXIBLE TYPICAL MANHOLE SECTION GROUNDAY, 3" CLEAR FROM MANHOLE SEAL, GROUT SEAL I NOT ALLOWED p NOTES: VE ELEV 1. REFER TO PLANS FOR MANHOLE BARREL DIAMETER. HOWN ON [PROFILE 2. REFER TO PLANS FOR RIM &INVERT ELEVATIONS. ' 3. SHAPING FOR SMOOTH MANHOLE INVERTS MAY BE DONE BY FORMING OR SHAPING WITH CEMENT MORTAR. 4. THE MANHOLE STEPS SHALL BE SIMILAR AND EQUAL TO ALCOA ALUMINUM CO. NO. 126538. 5. PRECAST SECTIONS TO CONFORM TO ASTM C -478. G 6. PIPE GASKET REQUIRED AT MANHOLE WALL. INVERT ELEV. M SHOWN ON PROFILE DROP THR MANHOLE SECTION STANDARD STORM SEWER MANHOLE DETAIL SOPRIS ENGINEERING, LLC. (NOT TO SCALE) 502 MAIN STREET CARBONDALE, CO 81623 (970) 704 -0311 FAX: (970)- 704 -0313 This &moment is the property of HwY International. Inc, arxI HeerY International ft. ratans W v W W v v W W W W v W HEE_ Y - • Heery International Inc. 820 16th Street Mail, Suite 200, Denver, CO 80202 - 3219720.946.0276 PHASE 2 EXPANSION Aspen Valley Hospital 0401 Castle Creek Road Aspen, Co 81611 owner's project number 29054.01 consultants /construction managers Structural Consultants Inc. 3400 East Bayaud Ave, #300Denver, CO 80209 303.399.5154 / 303.333.9501 fax Cator, Ruma, & Assoc. 1550 Dover St, Ste. 2 Lakewood, CO 80215 303.232.6200 / 303.233.3701 fax Sopris Engineering 502 Main St, Suite A3 Carbondale, CO 80623 970.704.0311 / 970.704.0313 fax DHM Design 580 Main St, Suite 110 Carbondale, CO 81623 970.963.6520 / 970.963.6522 fax GallunSnow 1553 Platte St, Suite 310 Denver, CO 80202 303.433.9500 / 303.433.5624 fax seal /signature NOT FOR CONSTRUCTION issued for date PHASE II FINAL PUD 21 DECEMBER 2010 item date key plan sheet title DRAINAGE DETAILS sheet number CC -501 rights therein. InrAuding copyrights. It may ohry Da used Namemel consistent wttil Heery drawn by. JKS checked by. NAA international irro.'s rights xhile Heery Intemaaorial, Inc, E provi&g serrkm for the spetific ptgect rgpy,�yt ®200X by Heery International, inc. � righ4 reserved. Wentified ar raterted to herein or extensions fhereto.lt maynot be used for anyoMx pupose WHEN PLOTTED AT FULL S2E THIS SHEET MEASURES 24X36' except ydN the express wrinen agreement of, and compensation to, Heery Intemationei Inc. JUNCTION MH ALIGNMENT CHANGE BAFFLE BLOCK -SEE GEOMETRY ELEVATION VIEW — 10" TYP. 15" TYP. 6.25' Y 36 RCP 111 l I 0 %_ M J w 1' -8" TYP. x Iili'• 3 MATCH FLOWLINE OF 6' -9.25" RIPRAP CHANNEL TO EXISTING FLOWLINE OF 12" NOMINAL RIPRAP LINED ROCK LINED DITCH CHANNEL— TRANS177ON TO EXISTING ROCK LINED PLAN VIEW DITCH 42" TALL \ CONC. WALL 36" REFER CL. /// RCP 6' T 1 r0 PLANS FOR SLOPE I� 10" EXISTING ROCK REINFORCED CONCRETE ' CLASS "D" W11H MINIMUM _ (LINED DITCH BAFFLE BLOCK 660 LB/CY CEMENT CONTENT r rl ^a n o a c. — — — — — — a 12" NOMINAL RIPRAP LINED 36" CUTOFF CHANNEL PLACED OVER WALL FILTER FABRIC ELEVATION VIEW: SECTION A —A 12" i=) ( I- I ... 6 �i11 II( I � I 4" 4" TOP SLAB REINFORCING 3' -0" MIN. 3" CLEAR BOTTOM SLAB CUTOFF WALL REINFORCING 8" SINGLE CONCRETE BOX CULVERT (NOT TO SCALE) OUTFALL ENERGY DISSIPATER DETAIL (0 POND OUTFALL) (NOT TO SCALE) NOTES: 1. Concrete must cure to 4500 psi strength in 28 calendar days 2. Steel Reinforcement: •• #4 re —bar for floor slab at 12" centers in two horizontal directions (X & Y) •• #4 re —bar at 12" centers both horizontally and vertically —WALLS 3. All shop drawings must be approved by the Engineer of Record prior to installation. 4. Structure must be traffic rated reinforced concrete structures. 5. Construction per COOT M &S standards ALL DETAILS ILLUSTRATED HEREIN ARE INTENDED TO SHOW DESIGN CONCEPTS. ALTERNATIVE DESIGNS MUST BE APPROVED BY THE ENGINEER OF RECORD OR CITY ENGINEER PRIOR TO INSTALLATION. 1�� 4" O • • 36" CL. 111 RCP BAFFLE BLOCK 36" CONC. CUTOFF WALL ISOMETRIC VIEW (NOT TO SCALE) 12" NOMINAL RIPRAP CHANNEL; 2' DEEP W/ 2:1 MAX. SIDE SLOPES FILTER FABRIC NOTES: 1. Concrete must cure to 4500 psi strength in 28 calendar days 2. Steel Reinforcement: •• #4 re —bar for floor slab at 9" centers in two horizontal directions (X & Y) •• #4 re —bar at 9" centers both horizontally and vertically —WALLS 3. All shop drawings must be approved by the Engineer of Record prior to installation. BACKFILL W/ ORGANICS FREE GRADABLE & COMPACTIBLE MATERIALS 7' DEPTH MI FILTER FABRIC 34" SCREENED ROCK (CRUSHED) PLACE 1" NOM. CLEANED SCREENED ROCK INSIDE 4' SECTION OF PERFORATED DRY WELL 10"x18" FOOTER 8" PERFORATED PVC STEM PIPE 3' PERF. SECTION INTERLOCK SCREENED NOTES: ROCK 1. OVERALL DEPTH, MINIMUM OF 10' IN LANDSCAPE AREA. 2. PERFORATED SECTION, 3 FT. MINIMUM INTO PERVIOUS ALLUVIUM. 3. FILL INTERIOR OF PERFORATED MANHOLE SECTIONS W/ 1" NOMINAL CRUSHED SCREENED ROCK TO THE DEPTH SHOWN IN THIS DETAIL. CONCRETE DRYWELL (NOT TO SCALE) S OPRIS ENGINEERING, LLC. 502 MAIN STREET CARBONDALE, CO 81623 (970) 704 -0311 FAX: (970)-704-0313 This do tunent is the property of Heery International, Inc. and Hwy International Inc. retains all rights therein, Including copyrights. It may only be used In a manner consistent with Heery international Inc: s rights while Hwy International, Inc. is providing services for the speaRC project Identified or referred to herein or extensions thereto. It may not be used for any other Purpose except with the express written Weement of, and compensation to. Heery International Mc. 2't EXISTING ROCK LINED DITCH 24" DIA. SOLID STL. LID -SEE PLANS FOR RIM EL GRADE RINGS TO ESTABLISH - RIM TO PROPOSED GRADE HEE L • - • Heery International Inc. 820 16th Street Mall, Suite 200, Denver, CO 80202 - 3219720.946.0276 (a M PHASE 2 EXPANSION Aspen Valley Hospital 0401 Castle Creek Road Aspen, Co 81611 owner's project number 29054.01 consultants /construction managers Structural Consultants Inc. 3400 East Bayaud Ave, #300Denver, CO 80209 303.399.5154 1 303.333.9501 fax Cator, Ruma, & Assoc. 1550 Dover St, Ste. 2 Lakewood, CO 80215 303.232.6200 / 303.233.3701 fax Sopris Engineering 502 Main St, Suite A3 Carbondale, CO 80623 970.704.0311 1 970.704.0313 fax DHM Design 580 Main St, Suite 110 Carbondale, CO 81623 970.963.6520 1970.963.6522 fax GallunSnow 1553 Platte St, Suite 310 Denver, CO 80202 303.433.95001303.433.5624 fax seal /signature NOT FOR CONSTRUCTION issued for PHASE II FINAL PUD item date 21 DECEMBER 2010 date key plan sheet title DRAINAGE DETAILS sheet number CC -502 drawn by: JKS checked by: NAA Copyright ® 200X by Heery International, Inc- ail rights reserved. WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 24536" ALL SIDE SLOPES 3:1 OR VEGETATED PER FLATTER, UNLESS BOULDER LANDSCAPE PLAN WALL IS USED CURB CUT WQCV WATER WRAP ALL GE07EXTILE FABRIC TO EL A SURFACE SURFACE 18" MIN. SAND, ffEL TOP OF SOIL. ATTACH ALL LINERS FL= 7980.7 COMPOST, TOPSOIL MIX FIRMLY TO WALLS OR TRENCH ) L=798 PAVEMENT 0.51 SIDES. IN FLOW —_ LET RIM =7978' _ VARIES. 1x MAX - OUTLET PROTEC710N I "' (SCOURSTOP MAT OR I ¢p° /, ND, 25 %.COMPOST.& APPROVED EQUAL) I <', 15 TOPSOIL A li 0 J v� G V V v - Vim.. d 0 0�0�0 0�0 0 o J J C 0 0 V p g_o 0 oo °- °, °c °_ °°c ( o __ _<� o o q <nro� o_ 0 r= _°c°— c > __�pc �o��`�_q� ;.,ti O O7 r, n o��o o ,,� o o�_o 0 INV OUT 7972.97' �t�,0 WRAP THE FOLLOWING LAYERS WITHIN --- FILTER FABRIC MATERIAL: INSTALL 2" 12" SCREENED ROCK (2" LAYER OF WASHED ROCK (I" MAX. SIZE) INV IN= 7974'+ SCREENED ROCK); INSTALL 3" NOTE: PERFORATED DRAIN PIPES (10' ON CENTER); PLACE 10" OF WASHED WOVEN GEOTEXTILE FABRIC SHALL MEET THE FOLLOWING SCREENED ROCK OVER PIPE CRITERIA: ASTM D4751 —AOS US STD. SIEVE #50 TO #70, ASTM D4633 MIN. TRAPEZOIDAL TEAR STRENGTH 100 X 60 LBS, RAIN GARDEN DETAIL (NOT TO SCALE) S OPRIS ENGINEERING, LLC. 502 MAIN STREET CARBONDALE, CO 81623 (970) 704 -0311 FAX: (970)-704-0313 This do tunent is the property of Heery International, Inc. and Hwy International Inc. retains all rights therein, Including copyrights. It may only be used In a manner consistent with Heery international Inc: s rights while Hwy International, Inc. is providing services for the speaRC project Identified or referred to herein or extensions thereto. It may not be used for any other Purpose except with the express written Weement of, and compensation to. Heery International Mc. 2't EXISTING ROCK LINED DITCH 24" DIA. SOLID STL. LID -SEE PLANS FOR RIM EL GRADE RINGS TO ESTABLISH - RIM TO PROPOSED GRADE HEE L • - • Heery International Inc. 820 16th Street Mall, Suite 200, Denver, CO 80202 - 3219720.946.0276 (a M PHASE 2 EXPANSION Aspen Valley Hospital 0401 Castle Creek Road Aspen, Co 81611 owner's project number 29054.01 consultants /construction managers Structural Consultants Inc. 3400 East Bayaud Ave, #300Denver, CO 80209 303.399.5154 1 303.333.9501 fax Cator, Ruma, & Assoc. 1550 Dover St, Ste. 2 Lakewood, CO 80215 303.232.6200 / 303.233.3701 fax Sopris Engineering 502 Main St, Suite A3 Carbondale, CO 80623 970.704.0311 1 970.704.0313 fax DHM Design 580 Main St, Suite 110 Carbondale, CO 81623 970.963.6520 1970.963.6522 fax GallunSnow 1553 Platte St, Suite 310 Denver, CO 80202 303.433.95001303.433.5624 fax seal /signature NOT FOR CONSTRUCTION issued for PHASE II FINAL PUD item date 21 DECEMBER 2010 date key plan sheet title DRAINAGE DETAILS sheet number CC -502 drawn by: JKS checked by: NAA Copyright ® 200X by Heery International, Inc- ail rights reserved. WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 24536" "IN 7` - 9 4; yv`. j 'KRNt kY M1 g "$g T Balm Heery International Inc. 820 16th Street Mall, Suite 200, Denver, CO 80202 -3219 720.946.0276 project number 0528406 project name /owner's name A S P E N VALLEY H O S P I T A L PHASE 2 EXPANSION Aspen Valley Hospital 0401 Castle Creek Road Aspen, Co 81611 owner's project number XXXXX.XXXX consultants /construction managers Structural Consultants Inc. 3400 East Bayaud Ave, #300 Denver, CO 80209 303.399.5154 / f 303.333.9501 Cator, Ruma, & Assoc. 1550 Dover St, Ste. 2 Lakewood, CO 80215 303.232.6200 / f 303.233.3701 Sopris Engineering J.A. Wells Consultants 502 Main St, Suite A3 10617 Brown Fox Trail Carbondale, CO 80623 Littleton, CO 80125 970.704.0311 /f 970.704.0313 303 - 973.4406 seal /signature CONSTRUCTION NOTFOR it PROPERTY BOUNDARY issued for date PHASE II FINAL PUD 21 DECEMBER 2010 item date NOTES: 2. THIS DIAGRAM IS PROVIDED FOR REFERENCE, ACTUAL MITIGATION PLANS, TREE REMOVAL PERMIT, AND MITIGATION /VALUATION SPREADSHEET AS REQUIRED BY THE CITY OF ASPEN WILL BE INCLUDED IN THE FIRST PHASE II BUILDING PERMIT SUBMITTAL. 3. EXISTING TREE SURVEY, FOR USE IN TREE MITIGATION CALCULATIONS, HAS BEEN COMPLETED FOR USE IN TREE REMOVAL PERMIT APPLICATION. 4. PER PREVIOUS AGREEMENTS WITH THE CITY OF ASPEN PARKS DEPARTMENT, MITIGATION REQUIREMENTS HELD OVER FROM THE CONSTRUCTION OF THE OBSTETRICS ADDITION (PHASE I OF THE MASTER PLAN) WILL BE INCLUDED IN THE PHASE II TREE MITIGATION CALCULATIONS. 5. SEE SHEETS L -104 THROUGH L -108 FOR DETAILED LANDSCAPE PLANS. 6. PHASE II AREAS OF DISTURBANCE WILL BE IRRIGATED VIA AUTOMATIC IRRIGATION SYSTEM. FINAL IRRIGATION SYSTEM DESIGN TBD. W90111 9 * EXISTING TREES (SINGLE) J— /— EXISTING AMBULANCE WA N BARN t I \ t dw EXISTING VEGETATION (IN GROUPS): DECIDUOUS TREES AND SHRUBS INCLUDING ASPEN, COTTONWOOD, GAMBEL OAK, AND SERVICEBERRY 7777 M , . PHASE LIMITS/ LIMITS OF DISTURBANCE 0 30 EO 12V SCALE: 1"=60' DHM Design 311 Main St, Suite 102 Carbondale, CO 81623 970.963.65201f970.963.6522 Gallun -Snow 1920 Market St. Suite 201 Denver, CO 80202 303.433.95001 f 303.433.5624 0 sheet title EXISTING VEGETATION PLAN sheet number L -100 This document is the property of DHM Design Inc., and DHM Design Inc. retains an A" tharem. Including copyrights. It may only be used Ina manner consistent with DHM Design Incas rights while DHM Design Inc. is providing seMM for the specific prgect Identified or referred to herein or extensions thereto. It may not be used for any other purpose except with It* express written agreement of, and compensation to, DHM Design Inc. drawn by checked by Copyright ® 2010 by DHM Design Inc. all rights reserved. WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 24X36' 1. THIS EXISTING VEGETATION DIAGRAM INCLUDES CURRENT EXISTING VEGETATION AND FUTURE PHASE II IMPROVEMENTS /LIMITS OF WORK. WD roo I 5 vr&) l 1 i CEO i RESIDENCE Me ' WOOD DRIVE \ \ Im I I 1 /I 5q r I I I \ I s� D M 0 70 M m 70 0 D 0 I I 6N LANDSCAPE ARCHix LCiI,)RE .AND PLANNNNG URBAN DESIGN NOTES: 1. SEE SHEETS CG -102 THROUGH CG -104 FOR GRADING INFORMATION. 2. INSTALL PHOTO— DEGRADABLE EROSION CONTROL FABRIC ON ALL SLOPES STEEPER THAN 3:1. SEE CIVIL SHEETS FOR SPECIFIC EROSION CONTROL MEASURES. 3. RELOCATED CASTLE CREEK PEDESTRIAN TRAIL TO BE CONSTRUCTED OF ASPHALT TO CITY OF ASPEN PEDESTRIAN TRAIL STANDARDS. SEE CIVIL ENGINEERING SHEETS. 4. FINAL LOCATION OF NORDIC TRAIL TO BE COORDINATED WITH ASPEN PARKS DEPARTMENT. EASEMENT TO BE PROVIDED ACCORDINGLY. 5. CONSTRUCTION FENCING TO BE PLACED AND INSPECTED BY THE CITY OF ASPEN PARKS DEPARTMENT (970- 920 -5120) ALONG LIMITS OF DISTURBANCE PRIOR TO MOBILIZATION OF EARTHWORK EQUIPMENT. 6. PROTECT ALL TREES TO REMAIN PER CITY OF ASPEN REQUIREMENTS. SEE LANDSCAPE PLANS. 7. DISTURBANCE AND REALIGNMENT OF NORDIC TRAIL MUST BE SCHEDULED AND COMPLETED OUTSIDE OF THE NORDIC SKIING SEASON. SEE CONSTRUCTION MANAGEMENT PLAN SUMMARY FOR MORE INFORMATION. 8. ALL CONCRETE AND ASPHALT CROSS SECTIONS AND SPECIFICATIONS BY CIVIL ENGINEER. 9. TRAIL SIGNAGE AS SHOWN ON SHEETS L -101 THROUGH L -103 IS PER ASPEN PARKS. M.U.T.C.D. COMPLIANT TRAFFIC CONTROL SIGNAGE FOR THIS PROJECT IS TO BE INCLUDED IN THE PERMIT —LEVEL DRAWINGS. SEE SHEET L -102 FOR TYPICAL TRAIL STOP SIGN DIMENSIONS. FINAL SIGN LOCATION TO BE APPROVED BY CITY OF ASPEN PARKS AND INSTALLED BY ASPEN VALLEY HOSPITAL. FABRICATE AND INSTALL SIGN PER CITY OF ASPEN PARKS TRAIL SIGNAGE STANDARDS (970- 920 -5120) LEGEND CONCRETE SIDEWALK ASPHALT PEDESTRIAN TRAIL BOULDER WALL SHE am PHASE 2 APPROXIMATE LIMITS OF DISTURBANCE. SEE CIVIL GRADING PLAN FOR ACTUAL LIMITS OF DISTURBANCE. sheet title SITE PLAN KE sheet number L -1o1 This document Is the property of DHM Design Inc., and OHM Design Inc, rosins all rights therein, InUuding oopyri9hts. It may only be used In a manner consistentwilh OHM Design Ines rights while OHM Design Inc. Is pmAding services for the speclgc project IdenUAed are'ened to harem or extensions thereto. It may not be used for any other purpose exoWwith the express wri ten agreement of, and compensation to, OHM Design Inc. �� if Jp x et k ,a Fi d � p L r Heery International Inc. 820 16th Street Mall, Suite 200, Denver, CO 80202 -3219 720.946.0276 project number 0528406 project name /owner's name A S P E N VALLEY H O S P I T A L PHASE 2 EXPANSION Aspen Valley Hospital 0401 Castle Creek Road Aspen, Cc 81611 owner's project number XXXXX.)(X)()( consultants /construction managers Structural Consultants Inc. 3400 East Bayaud Ave, #300 Denver, CO 80209 303.399.51541 If 303.333.9501 DHM Design 311 Main St, Suite 102 Carbondale, CO 81623 970.963.65201 f 970.963.6522 Cator, Ruma, & Assoc. 1550 Dover St, Ste. 2 Lakewood, CO 80215 303.232.6200 / f 303.233.3701 Gallun -Snow 1920 Market St. Suite 201 Denver, CO 80202 303.433.95001 f 303.433.5624 Sopris Engineering J.A. Wells Consultants 502 Main St, Suite A3 10617 Brown Fox Trail Carbondale, CO 80623 Littleton, CO 80125 970.704.03111 f 970.704.0313 303 - 973-0406 seal /signature NO issued for date PHASE II FINAL PUD 21 DECEMBER 2010 item date 0 15 30 60 SCALE: 1'r =30' drawn by checked by Copyright ® 2010 by OHM Design, Inc. all rests reserved. WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 24-xW \„/+ I'ft% „ lm i� „ im w r �m 'M� S ai w„ ai ed J r p Z a u a 6d v n v - 1 - ; i EXISTING VEGETATION BEYOND LIMIFrS OF DISTURBANCE 0 BE / -- 1 PROT -GTED. / 1 \L\LI VLI\ JIIL `wi— IlJIVV VI LIMIT OF'IGRADING) PHASE II S�AGING & QUEUING; AREA;I FUTURE PHASE�LOADING DOCK ;ACCESS. / SIGN: "GROOMED NORDIC TRAIL; APPROPRIATE SNOW TRA ; EL EQUIPMENT REQUIRED." DETAIL TO BE / COORDINATED WITH' ASPEN / PARKS DEPARTMENT AND INS,IALLED !BY AVH i i CRUSHERI FINES /PATH 3 WIDTH r ! i r r AVH LOOP ROAD � EXISTING OUTDOOR SEATING AREA TO I. __REMAIN , MATCH LINE SEE L -103 EXISTING HOSPITAL BUILDING EMPLOYEE HOUSING VEGETATED SWALE, SEE LANDSCAPE & CIVIL SHEETS COURTYARD SURFACE PARKING EMPLOYEE SPACES HOUSING LOOP ROAD r BUS LOOP /STOP STORMWATER GARDEN fl DELIVERY /SERVICE DOCK PCU BUILDING ADDITION LANDSCAPE STAIRS DI I t P NI:DSC. "c ARCrt'ECI LAE LAND PLANNING UPSAN Dt SIGN LEGEND CONCRETE SIDEWALK ASPHALT PEDESTRIAN TRAIL BOULDER WALL PHASE 2 APPROXIMATE LIMITS OF DISTURBANCE. SEE GRADING PLAN SHEETS FOR ACTUAL LIMITS OF DISTURBANCE. SEE SHEET L -101 FOR SITE PLAN NOTES TYPICAL TRAIL SIGN: I 2' STOP I ° I oz TRAIL 1 .) NOTES: 1. STOP AND YIELD SIGN PANELS PER ASPEN PARKS STANDARD SIGN DIMENSIONS. 2. ALL TRAIL PAVEMENT STENCILING TO BE j EI TRAIL STOP \` I� 3. NT. REPLACE ANY DAMAGED OR REMOVED SIG EE i j SIGNAGE ALONG CASTLE CREEK "SUMMER" NOTES 1 I TRAIL; VERIFY IN FIELD. _ PARK S UCTU RE��' / \ PROPERTY � BOUNDA 1� - RY — PFASE 11 LIMIT =-- _ -- _.. -_ -- ----- -____. _--- DISTURBANCE -_ j` � s ' 777 t ?. ARM Heery International Inc. 820 16th Street Mall, Suite 200, Denver, CO 80202 -3219 720.946.0276 project number 0528406 project name /owner's name A S P E N VALLEY H O S P I T A L PHASE 2 EXPANSION Aspen Valley Hospital 0401 Castle Creek Road Aspen, Co 81611 owner's project number XXXXX.XXXX consultants /construction managers D DHM Design 3400 East Bayaud Ave, #300 311 Main St, Suite 102 rn Carbondale, CO 81623 303.399.51541 If 303.333.9501 970.963.65201 f 970.963.6522 m f C� 1920 Market St. Suite 201 Lakewood, CO 80215 Denver, CO 80202 m I � J.A. Wells Consultants 502 Main St, Suite A3 10617 Brown Fox Trail Carbondale, CO 80623 Littleton, CO 80125 0 D 0 I I I DI I t P NI:DSC. "c ARCrt'ECI LAE LAND PLANNING UPSAN Dt SIGN LEGEND CONCRETE SIDEWALK ASPHALT PEDESTRIAN TRAIL BOULDER WALL PHASE 2 APPROXIMATE LIMITS OF DISTURBANCE. SEE GRADING PLAN SHEETS FOR ACTUAL LIMITS OF DISTURBANCE. SEE SHEET L -101 FOR SITE PLAN NOTES TYPICAL TRAIL SIGN: I 2' STOP I ° I oz TRAIL 1 .) NOTES: 1. STOP AND YIELD SIGN PANELS PER ASPEN PARKS STANDARD SIGN DIMENSIONS. 2. ALL TRAIL PAVEMENT STENCILING TO BE j EI TRAIL STOP \` I� 3. NT. REPLACE ANY DAMAGED OR REMOVED SIG EE i j SIGNAGE ALONG CASTLE CREEK "SUMMER" NOTES 1 I TRAIL; VERIFY IN FIELD. _ PARK S UCTU RE��' / \ PROPERTY � BOUNDA 1� - RY — PFASE 11 LIMIT =-- _ -- _.. -_ -- ----- -____. _--- DISTURBANCE -_ j` � s ' 777 t ?. ARM Heery International Inc. 820 16th Street Mall, Suite 200, Denver, CO 80202 -3219 720.946.0276 project number 0528406 project name /owner's name A S P E N VALLEY H O S P I T A L PHASE 2 EXPANSION Aspen Valley Hospital 0401 Castle Creek Road Aspen, Co 81611 owner's project number XXXXX.XXXX consultants /construction managers Structural Consultants Inc. DHM Design 3400 East Bayaud Ave, #300 311 Main St, Suite 102 Denver, CO 80209 Carbondale, CO 81623 303.399.51541 If 303.333.9501 970.963.65201 f 970.963.6522 Cator, Ruma, & Assoc. Gallun -Snow 1550 Dover St, Ste. 2 1920 Market St. Suite 201 Lakewood, CO 80215 Denver, CO 80202 303.232.6200 if 303.233.3701 303.433,95001 f 303.433.5624 Sopris Engineering J.A. Wells Consultants 502 Main St, Suite A3 10617 Brown Fox Trail Carbondale, CO 80623 Littleton, CO 80125 970.704.0311 If 970.704.0313 303 - 973.4406 issued for date PHASE II FINAL PLID 21 DECEMBER 2010 item date 0 1s N W SCALE: 1"=30' NORTH sheet title SITE PLAN KE This document Is the property of DHM Design Inc., and DHM Design Inc. maim all rights therein. Including Copyrights. It may only be used in a manner consistentwhh DHM Design Inc.'s rights while DHM Design Inc. is providing services for the spectb project dandified orreferred to herein or extensions thereto. It may not be used for any other purpose except WM the express written agreement of and compensation to, DHM Design Inc. sheet number L -102 drawn by checked by Copyright ® 2010 by DHM Design, Ix. all rights reserved. WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 24'x36° V ✓ -"** J rA if v G I DI I LANDSCAPE ARCHIIEC: URE ANO 'LANNI NG URBAN DESIGN �p F� n�is FJ � xy� Fes � #; xy L"4 tY .S1Y k Y R J t � R i k fF✓ e Si � � ^„' Sn ;;q i t'�i' x t�� k.} Heery International Inc. 820 16th Street Mall, Suite 200, Denver, CO 80202 -3219 720.946.0276 project number 0528406 project name /owner's name A S PEN V A L L E Y H O S P I T A L PHASE 2 EXPANSION ,"�V,�, N w H w J Z p w z J J CONCRETE SIDEWALK ASPHALT PEDESTRIAN TRAIL Bin PHASE 2 APPROXIMATE LIMITS OF DISTURBANCE SEE GRADING PLANS FOR ACTUAL LIMITS OF DISTURBANCE Aspen Valley Hospital 0401 Castle Creek Road Aspen, Co 81611 owner's project number xxxxx.XXXX consultants /construction managers Structural Consultants Inc. 3400 East Bayaud Ave, #300 Denver, CO 80209 303.399.5154 / f 303.333.9501 DHM Design 311 Main St, Suite 102 Carbondale, CO 81623 970.963.6520 / f 970.963.6522 Cator, Ruma, & Assoc. 1550 Dover St, Ste. 2 Lakewood, CO 80215 303.232.6200 / f 303.233.3701 Sopris Engineering 502 Main St, Suite A3 Carbondale, CO 80623 970.704.0311 / f 970.704.0313 Gallun -Snow 1920 Market St. Suite 201 Denver, CO 80202 303.433.9500 / f 303.433.5624 J.A. Wells Consultants 10617 Brown Fox Trail Littleton, CO 80125 303 - 973-4406 seal /signature NOTFOR SEE SHEET L -101 FOR SITE PLAN NOTES SEE SHEET 1 -102 FOR TRAIL SIGNAGE NOTES issued for PHASE II FINAL PUD date 21 DECEMBER 2010 item 0 16 30' W SCALE:1 " =30' 1/ APPROXIMATE LOCATION OF EXISTING AND PROPOSED PEDESTRIAN CONNECTIONS AT RFTA STOP /CASTLE CREEK ROAD CROSSING ACCESS. FINAL ALIGNMENT TO BE COORDINATED WITH ASPEN PARKS DEPARTMENT PRIOR TO ISSUANCE OF PERMIT FOR THE EXECUTION OF THIS TRAIL WORK. sheet title SITE PLAN R4 F, Thi owment is the property of DHM Design Inc., and DHM Design Inc. retains all rights therein. iriefu g copyAghts. It may only be used In a mannerconslstentwith DHM Design Inc.§ rights while DHM Design Inc. Is providing services for the specific prged Wended or referred to herein a extensions thereto. It may riot be used for any other purpose aceptwhh the express writer, agreement of, and compensation to, DHM Design Inc. L -103 date sheet number drawn by checked by Copyright 02010 by DHM Design, Inc, all rights reserved. WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 24"x36' NA tto 'r t RT-3 JM-1 QG-8 QG-5 RU-4 PV-2 + r+ + RU-6 Owl + + + + AA-4 +% SO-5 . + + ++ JM-2 + + . 4 4 + + + + + + + + + + + + + + + + + + + + + r + + + + + + 4- PPO-1 QG-4 + 4 -1d& I � + + FIELD LOCATE IN CN-2 + 1- COORDINATION WITH AT-2 + + + + 4 + - + ADJOINING HOMEOWNER + + + + + + + + + Ir + + +4 + AT-3 4 4 + + + + + + + + + + + + + + + —4 + + + + + + + - 4 A. AA CN-2 4 + + + 4 + + + + + + 4 + + + + + + + + + + + + + + + + AT-2 + + + 4 + 4 + I + + . . . . + + + + + + + 4 . + 4 . . . . . . . . . . . . . 44 CN-2 -2- + . . . . . . . . . . . . . . . . . . + T + #10� i + + + + + + + - + + . . . . . . . + + + + + +W2 + + + + + + 1+ + li . . . . . . 4- + + + + + + + 4 + 4- + 4. + + f- 4 + + - 4 - 1 - 1 - 4- + + 4 1 . . . . . . . . . . . . . . . . . . . . . . . + 00 + rk . . . . . . . + + + + 4 + + + + + + + + + + + + . . . . . . . . . . . . . . . . . 4- + . . . . + + + + + + + + + + + + + 0 + . . . . . . + + + + + + + + + + RIJ + + + + + + + + + + + + + + + + —1 + + + + + + + + + + + + + + + + + + + a. + + + + + + + + + + + + + + + + + 4 + + 4 + + f' + + 4 + + + + + + + . . . . . . 4 . . . . . . . + . . . CN' L-+ + . . . . . . . . . . . . . ,- . . . +4 + +.+ . . . . . . . . . . ..... . . . . . . . .. . .. . . . + . . + + + + + +/4i + + -I- + + + 4 4 + /4 + + + + + + + + + + +. + + + + 2+ + + + + + + + + + + + + . . . . . . . . . . . . . + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + +CN-2 CN -2 + + + + + + QG-5 + 7. + + + +/ . . . . . . � + + KT-2 + + + + + + + + + + 4A 3 +"+ + + + + . . . . . . . . + + + -,, I& 't, 4 + + + . . . . + + . . . . ... + + 4 + . . . . QG-L-4- + + + .1 + + + + + + + It + + + + + + 4- + + + + + ALT--�4� + + + + + I + + 'AT-1 4� + + + + + + + + + , 11�;L-:- / + + + 4- i -1 + + + + + 4. + + + + + + + + + + + 4 , + + + + + + + + + + + + + + + + + . . + - + AT-;-1 + + + + + + + I +i + + + + + + + + JM + + + ,"+ + + + + It + + + + + + QG78 �AT-�tl, 4- + 71 + + F + + + + + + + + + + + + + + if�, + - AA-5 + + + + + + + +1 S13-4 M-2 + I - I + + + + + + + + + +1 + + + + + + ALT-4 + + -1'2 + + + + i AA7-�:� —+ SM + + + + JM-4 + 4 AA-rl + + + + + +-+ + C SI} I + AA-5 + QG—i3 + + + + + +AT-1 _, `3 + + QG-6� + AT-2 + + QG + 5" + + + -11 + + AA "7 + + . . . . . . QG-4 + + + 4. + 4 + + + + + + i .1 + + + + + l- PF�-2 . . a . + + 0 , AA —7 + QG— QG-6 1116 t 4 :- + 4, + : 4� + + + A + + + + + + + . . . OC- 2 + + + + + ALT-:�-2+ + + + + + + + + + + SM—+/ + + + + RU r 40+ glo* l + + + + + + I. t 4 1- 1 + i. + + + + Q( + + 4 + + + + + + + + + • AA-7 + IV + + + + + RW + + + + + + + + + i + + + + + QG 7 + 4 + + + + + + + + + + + + + + +/ + + + + + + + • + + + + + + + + + + + QG�6 + + + + + �. I + + + iQ(3�2 i I. + + -1 + + AA—:2 + + + + + + + + + + + + PPQ + RU-3 AT�+ z - C + + + + + 4 + 5 + + + + iG + + + + + + + will 1- 1- V AAlvlll#l7 + Q-G+ 4- + OS QG— - + +CN + + + + + + 4 + + + + + + + S-2 P RT -li-4 + a. + QG 3 + + + + 4 + + + i- 4 + FP + ,I + + + + FP + A + + + 41 J . a. + + + + + + + + + + + "C 51 4 XM, /a 2 F A0 AW� 14 ?4W! N 0 'A D I I AN .ANDSCAP, MCHIiz(:*:'JR� LAND PLANNiNG URBAN D 0 0 rn 0 PAN-6 RU-3 CSI-10 RT-4 PAN-2 RU-3 RT-4 AA-1 RU-5 QG-2 AA-1 GRASSCRETE JM-3 RT-4 RW-2 QG-6 AA-3 SO-4 AT-2 A-1 N-3 AT-2 QG-6 CN-1 AA-4 RW-3 RU-3 im-1 QG-3 AT-1 am" + + + + + + + + + + + + + + + + + + + [ i + + + + + + + 4 + + + M 0T' MATCH LINE,, S - L—,1 - ,, + 4 + t + 4 PAN-5 SM-6 SL-7 $D DECIDUOUS/EVERGREEN TREES VP SHRUBS/PERENNIALS TURF SWALE/DRAINAGE AREA MIX < `<+ < '.` + NATIVE SEED MIX OW GROW NATIVE SEED viii MIX CRUSHER FINES PATH EXISTING VEGETATION LANDSCAPE BOULDER WALL PHASE 2 Em mmo LIMITS OF DISTURBANCE PAVERS NOTE: SEE SHEET L -109 FOR PLANT LIST AND NOTES 7 140 This document is the property of OHM Design Inc., and OHM Design Inc. retaim; all rights therein, including copyrights. It may only be used in a manner consistent with OHM Design Ins. rights while OHM Design Inc. is providing services for the specific project identified or referred to herein or extensions thereto. It may not be used for any other purpose except with the express written agreement of, and comonsalion to, OHM Design Inc. Heery International Inc. 820 16th Street Mail, Suite 200, Denver, CO 80202-3219 720.946.0276 project number 0528406 project name/owners name A SPEN VALLEY =I UH 0 S P I T A L PHASE 2 EXPANSION Aspen Valley Hospital 0401 Castle Creek Road Aspen, Co 81611 owners project number XXXXXXXXX consultants/construction managers Structural Consultants Inc. DHM Design 3400 East Bayaud Ave, #300 311 Main St, Suite 102 Denver, CO 80209 + 303.399.5154 / f 303,333.9501 + + Cator, Ruma, & Assoc. Gallun-Snow + + 1920 Market St. Suite 201 Lakewood, CO 80215 + + 303.232.6200 / f 303.233.3701 303,433.9500 / f 303.433.5624 + + + 4 + + + 4 + T + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + J + + + + + + 4 4 + + + + + +t + + + + + 4 + + + + + 4 + D I I AN .ANDSCAP, MCHIiz(:*:'JR� LAND PLANNiNG URBAN D 0 0 rn 0 PAN-6 RU-3 CSI-10 RT-4 PAN-2 RU-3 RT-4 AA-1 RU-5 QG-2 AA-1 GRASSCRETE JM-3 RT-4 RW-2 QG-6 AA-3 SO-4 AT-2 A-1 N-3 AT-2 QG-6 CN-1 AA-4 RW-3 RU-3 im-1 QG-3 AT-1 am" + + + + + + + + + + + + + + + + + + + [ i + + + + + + + 4 + + + M 0T' MATCH LINE,, S - L—,1 - ,, + 4 + t + 4 PAN-5 SM-6 SL-7 $D DECIDUOUS/EVERGREEN TREES VP SHRUBS/PERENNIALS TURF SWALE/DRAINAGE AREA MIX < `<+ < '.` + NATIVE SEED MIX OW GROW NATIVE SEED viii MIX CRUSHER FINES PATH EXISTING VEGETATION LANDSCAPE BOULDER WALL PHASE 2 Em mmo LIMITS OF DISTURBANCE PAVERS NOTE: SEE SHEET L -109 FOR PLANT LIST AND NOTES 7 140 This document is the property of OHM Design Inc., and OHM Design Inc. retaim; all rights therein, including copyrights. It may only be used in a manner consistent with OHM Design Ins. rights while OHM Design Inc. is providing services for the specific project identified or referred to herein or extensions thereto. It may not be used for any other purpose except with the express written agreement of, and comonsalion to, OHM Design Inc. Heery International Inc. 820 16th Street Mail, Suite 200, Denver, CO 80202-3219 720.946.0276 project number 0528406 project name/owners name A SPEN VALLEY =I UH 0 S P I T A L PHASE 2 EXPANSION Aspen Valley Hospital 0401 Castle Creek Road Aspen, Co 81611 owners project number XXXXXXXXX consultants/construction managers Structural Consultants Inc. DHM Design 3400 East Bayaud Ave, #300 311 Main St, Suite 102 Denver, CO 80209 Carbondale, CO 81623 303.399.5154 / f 303,333.9501 970.963.6520 / f 970.963.6522 Cator, Ruma, & Assoc. Gallun-Snow 1550 Dover St, Ste. 2 1920 Market St. Suite 201 Lakewood, CO 80215 Denver, CO 80202 303.232.6200 / f 303.233.3701 303,433.9500 / f 303.433.5624 Sopris Engineering J.A. Wells Consultants 502 Main St, Suite A3 10617 Brown Fox Trail Carbondale, CO 80623 Littleton, CO 80125 970.704.0311/f970.704.0313 303-973-4406 seal/signature NOTFOR CONSTRUCIlrW issued for date PHASE 11 FINAL PUD 18 NOVEMBER 2010 item date 6= i I NNNIL MOMMOMMMOMM i 0 lop 2a 40 SCALE: 1 =20' NORTH ( 1) I sheet title LANDSCAPE PLAN sheet number L=104 drawn by checked by WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 24lxM" 4 r1 U 0 1***. 'V '3 q%ft � 0 1:i MATCH LINE/SEE L -104 AA -3 QG -4 AA -2 AA -6 / QG -9 DES16N LANDSCGaPE ARCHITECTUR E LAND P ANNiNG URBAN DESIGN a I- - CSB -13 Nov } 1 Heery International Inc. 82016th Street Mall, Suite 200, Denver, CO 80202 -3219 720.946.0276 project number 0528406 project name /owners name A S P E N VALLEY H O S P I T A L PHASE 2 EXPANSION Aspen Valley Hospital 0401 Castle Creek Road Aspen, Co 81611 owner's project number XXXXX.XXXX consultants /construction managers Structural Consultants Inc. DHM Design 3400 East Bayaud Ave, #300 311 Main St, Suite 102 Denver, CO 80209 Carbondale, CO 81623 303.399.51541 f 303.333.9501 970.963.65201 f 970.963.6522 Cator, Ruma, &Assoc. 1550 Dover St, Ste. 2 Lakewood, CO 80215 303.232.62001 f 303.233.3701 Sopds Engineering J.A. Wells Consultants 502 Main St, Suite A3 10617 Brown Fox Trail Carbondale, CO 80623 Littleton, CO 80125 970,704.0311 If f 970.704.0313 303- 973 -4406 PPU -2 l 2; #st + seal /signature } #6 \+ NOTFOR rot. + #at + + "ot #st + + +- QG -1 + + f $ + .+ + + + + + -u + -� k , q + t{90 + t 1 � _ + t + � + + + r + k + + + _ Qc.� 2_ + + + + + + _ + + + + + + + y + + + }R r t Y +. , '4- + + y . + ,+ ` 4 + + + 4 4. -1- + + + 4 + + + + + + +. + .4 + t + us kr + : iot .F -r AA 5+ + +. + I , 1'.... 4. .+ .i. + + i " + , + r , , QG i.. 9 .r + 4. .+ i . +. /fir + T + 1 J ;} � + + + + +_ - #rot+ + '+ +CN - + 'I- +#8t4 -1. . }. 4. _ +- 1- + F + + + } F i' a v + + - + + 4 QG -4 . 7 + — + .F. . +. }. .+ 4. . ;. 4- + 4 t. +. 7181 + -- -} #� + + + + + + + + + m + - + st + 4. 1 + + PPU {. 3. +#st + + + A + + + .} + + + -t r + #tOx h + ++ 1 + 4- + + } �. t +. r+ + + + + + + + + + } + + _ + + : + + + ..} + 4 + + + + + .. . I. issued for date PHASE II FINAL PUD 21 DECEMBER 2010 item date )+ M4� + + `1-®" . LEGEND DECIDUOUS /EVERGREEN a t o ) N TREES Opp SHRUBS /PERENNIALS C � ��� EXISTING VEGETATION ® LANDSCAPE BOULDER WALL PHASE 2 Emm mom LIMITS OF DISTURBANCE TURF SWALE /DRAINAGE AREA MIX NATIVE SEED MIX LOW GROW NATIVE SEED MIX GRASSCRETE CRUSHERFINES PATH NOTE: SEE SHEET L -109 FOR PLANT LIST AND NOTES KEY PLAN This document Is the property of DHM Design Inc., and DHM Design Inc. retains all rights therein, including copyrights. It may only be used in a manrrer consistent with DHM Design Inc.'s rights while DHM Design Inc. Is providing servkes for the specific project Weraw or referred to herein or exterelons thereto. it may not be used for any other purpose except with the express wdtten agreement of, and compensation to, DHM Design Inc. 0 ig 20 40 SCALE: V =20' GallunSnow 1920 Market St. Suite 201 Denver, CO 80202 303.433.95001 If 303.433.5624 11 sheet title LANDSCAPE PLAN sheet number L -105 drawn by checked by Copyright ® 2010 by DHM Design, Inc. all rights reserved. WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 24 x3T r• r 4 + +Q+ + a T/ DI I LANDSCAPE ARCHITECTORE LAND PLANNING URBAN DESIGN LEGEND 6 L i r DECIDUOUS /EVERGREEN TREES SHRUBS /PERENNIALS UNM SWALE /DRAINAGE AREA MIX NATIVE SEED MIX LOW GROW NATIVE SEED MIX GRASSCRETE CRUSHER FINES PATH EXISTING VEGETATION LANDSCAPE BOULDER WALL a 3 a y Y k x �' a k k'3 f y zy y Y * ":i {'s �� { ^* eU s �+�� X 13• " ' �"� '� `hu Heery International Inc. 82016th Street Mall, Suite 200, Denver, CO 80202 -3219 720.946.0276 project number 0528406 project name /owner's name A S P E N VALLEY VCR UY H O S P I T A L PHASE 2 EXPANSION Aspen Valley Hospital 0401 Castle Creek Road Aspen, Co 81611 owner's project number XXXXX,XXXX consultants /construction managers Structural Consultants Inc. DHM Design 3400 East Bayaud Ave, #300 311 Main St, Suite 102 Denver, CO 80209 Carbondale, CO 81623 303.399.5154/f303.333.9501 970.963.6520/f970,963.6522 Cator, Ruma, & Assoc. Gallun -Snow 1550 Dover St, Ste. 2 1920 Market St. Suite 201 Lakewood, CO 80215 Denver, CO 80202 303.232.6200/ f 303.233.3701 303.433.9500 / f 303.433.5624 Sopris Engineering J.A. Wells Consultants 502 Main St, Suite A3 10617 Brown Fox Trail Carbondale, CO 80623 Littleton, CO 80125 970.704.0311 /f 970.704.0313 303 - 973 -4406 seal /signature DIM111M 11 MATCH LINE SEE L -105 APPROXIMATE LOCATION OF 2 TRANSPALNTED SPRUCE "RECEIVER SITE" FOR TRANSPLANTED SPRUCE; FIELD LOCATE TRANSPLANTS WITH LANDSCAPE ARCHITECT PROTECT EXISTING TREES TO REMAIN PPU -4 —\/ 1 i. / r ' + / y 1 +� + + + + + 4 d PHASE 2 LIMITS OF DISTURBANCE NOTE: SEE SHEET L -109 FOR PLANT LIST AND NOTES = I issued for date PHASE II FINAL PUD 21 DECEMBER 2010 item date 0 10' 29 40 SCALE: 1m =20' ii at��1 MA LINE KE r 0. sheet title LANDSCAPE PLAN This docuwnwt is the property of OHM Design Inc., and OHM Design Inc. retains all fights therein, inducting copyrights. It may only be used in a manner consistent with OHM Design Inc.`s rights while OHM Design Inc. is providing services for the specific pmlect Idengaed a referred to herein or extensions thereto. It may not be used for any other pupose exceptwith me inpress wriden agreement of, and compensation to, OHM Design Inc. sheet number 1 -106 drawn by checked by Copyright 2010 by OHM Design, Inc. all rights reserved. WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 245X36' N W on W G O a � � a m � 9 I °wJ m O Z F O W Z J J n LL a / JS -3 JS -3 SN -8 i/ PT -3 _ -_ - - -.— PPO -2 - - -- -- _ P1 -8 r' RW -3 + + .. + + HS -5 / + + ++< SO -2 + / x + + i + 't HS -15 SO -3 RW -5 PT -19 PPU -1 AA -3 PHASE II EXPANSION rVI .� PM -4 VL- 3 JS -4 SMK -2 I*] JS -4 VL -3 PM -4 SMK -2 O J w w M w z J 2 'v a - -CB -3 PPU -3 PAN -3 fig PT -15 PAN -5 PV -3 PPU -4 PT -29 SO -13 IS-128 PF -6 I + �-- -- --�— - �+ + + + + + + + + + ++ + + + + +. + + t + !- + I + + + ; + + + + y a -+ I + ++ + -, ++ + t + #10 + + -# + + r -+ + 1 r + ++ + + + + -s �- + + + + + + +� ++ �+ + + + l A1' 0• . I ,n -11 AGC-3 HS AA 6 .!�illt HS -12 PM -6 FPS -3 �I I � F I JS -4 SN -7 PI -7 SO -3 HS -3 PT -8 AA -4 PPO -2 PAN -3 n D r M ^ 0 m M O D O EXISTING TREES TO REMAIN PROTECT EXISTING TREES TO REMAIN - AA -2 - PAN -2 - PPU -2 MATCH LINE SEE L -105 MATCH LINE SEE L -108 LEGEND I DECIDUOUS /EVERGREEN TREES vZD SHRUBS /PERENNIALS TURF SWALE /DRAINAGE AREA MIX NATIVE SEED MIX 4 8 F f 4 8 F 4 8 iiiii iiii LOW GROW NATIVE SEED i' i. i. MIX i�ylr.'3[ GRASSCRETE CRUSHER FINES PATH EXISTING VEGETATION LANDSCAPE BOULDER WALL PHASE 2 LIMITS OF DISTURBANCE NOTE: SEE SHEET L -109 FOR PLANT LIST AND NOTES DESIGN F NDSCAPE ARCHIT RN-' PANNING URBAN DESIGN k V ?� i• }` a 3Y" 3} t to �s z Heery International Inc. 820 16th Street Mall, Suite 200, Denver, CO 80202 -3219 720.946.0276 project number 0528406 project name /owner's name A S PEN V A L L E Y H O S P I T A L PHASE 2 EXPANSION Aspen Valley Hospital 0401 Castle Creek Road Aspen, Cc 81611 owner's project number XXXXX.XXXX consultants /construction managers Structural Consultants Inc. DHM Design 3400 East Bayaud Ave, #300 311 Main St, Suite 102 Denver, CO 80209 Carbondale, CO 81623 303.399.51541 f 303.333.9501 970.963.65201 If 970.963.6522 Cator, Ruma, & Assoc. Gallun -Snow 1550 Dover St, Ste. 2 1920 Market St. Suite 201 Lakewood, CO 80215 Denver, CO 80202 303.232.62001 If 303.233.3701 303.433.95001 f 303.433.5624 Sopris Engineering J.A. Wells Consultants 502 Main St, Suite A3 10617 Brown Fox Trail Carbondale, CO 80623 Littleton, CO 80125 970.704.0311 If 970.704.0313 303-973-4406 seal /signature NOTFOR Bill issued for date PHASE II FINAL PUD 21 DECEMBER 2010 item date SCALE 1 " =20' NORTH sheet title LANDSCAPE PLAN M sheet number L -107 ON w --I W P • 610% RA -4 RG -5 SA -7 This document is the property of OHM Design Inc., and OHM Design Inc. retwns an rights therein, Including copyrights. It may only be used in a manner consisteMwith OHM Design Incas rights white OHM Design Inc. Is providing services for the spedfic protect Identified or referred to herein or extensions thereto. It may not be used for any other purpose except with the express writer, agreement of, and compensation to, OHM Design Inc. drawn by checked by copyright ® 2010 by OHM Design, Inc. an rights reserved. WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 24'x38' N m G o. 0 0 a wf-q% - � 4 EXISTING HOSPITAL BUILDING EXISTING HOSPITAL ENTRY TURF TO LIMITS OF DISTURBANCE Ili-s �I i ' . ee • � I PM CB- !6 al �� HS -12 PM -6 HS -12 SF -6 PF -8 CB -6 FG -210 AF -7 JS -2 �f SF -6 RW -3 CB -7 CL -11 PF -3 ■ j CB- PF O -� �d 1 �� ��O `` •'LYtR4 � ®� PM -3 JS -3 PI -9 SN -8 /i + i +I + ii DHM Design + m`` AT -2 + i' + + + SF -6 { + ,a6 + +, HS -12 +` + + Denver, CO 80202 + : + + + + + + + + 4 Carbondale, CO 80623 + . 970.704.0311 If 970.704.0313 303 - 973 -4406 / y + + + HS -12 J i , AT -3 -__ - — -- - -- - HS -12 PM -6 HS -12 SF -6 PF -8 CB -6 FG -210 AF -7 JS -2 �f SF -6 RW -3 CB -7 CL -11 PF -3 ■ j CB- PF O -� �d 1 �� ��O `` •'LYtR4 � ®� PM -3 JS -3 PI -9 SN -8 /i + i +I + ii DHM Design + m`` AT -2 + i' + + + - { + ,a6 r 1550 Dover St, Ste. 2 +` Lakewood, CO 80215 Denver, CO 80202 + : + + + + + �; + 4 Carbondale, CO 80623 Littleton, CO 80125 970.704.0311 If 970.704.0313 303 - 973 -4406 /J i- + + + + + + + s .+ +. + ®h g ' + + _. + + + + + + +l- + , + + + + . MR MATCH LINE SEE L -107 QG�4 IF DI I :.ANDSCAPE ARCHITECTURE LAND PLANNING URBAN DESIGN LEGEND DECIDUOUS /EVERGREEN TREES T' SHRUBS /PERENNIALS TURF SWALE /DRAINAGE AREA MIX NATIVE SEED MIX ..+ LOW GROW NATIVE SEED mix GRASSCRETE CRUSHER FINES PATH � EXISTING VEGETATION f LANDSCAPE BOULDER WALL PHASE 2 LIMITS OF DISTURBANCE NOTE: SEE SHEET L -3.5 FOR PLANT LIST AND NOTES INA This document is He Property of DHM Design Inc., and DHM Design Inc. retains all rights Herein. including copyrights. It may only be used in a mannerconsistantwiH DHM Design Inc.'s rights while DHM Design Inc. Is providing services for the specific project MenO W ar referred to hereln or extenalons thereto. It may not be used for any other puposa excopt xiH He mpreas written agreement of, and compensaflon to, DHM Design Inc. C YI U e". 0 k d^ 1 dY 3 'a i5 Heery International Inc. 82016th Street Mall, Suite 200, Denver, CO 80202 -3219 720.946.0276 project number 0528406 project namelowner's name A S P E N VALLEY is H O S P I T A L PHASE 2 EXPANSION Aspen Valley Hospital 0401 Castle Creek Road Aspen, Co 81611 owner's project number XXXXX.XXXX consultants /construction managers + +� Y' + A A -4 DHM Design 3400 East Bayaud Ave, #300 +- + AT -2 Carbondale, CO 81623 i' + + + . - + Cator, Ruma, & Assoc. GallunSnow 1550 Dover St, Ste. 2 1920 Market St. Suite 201 Lakewood, CO 80215 Denver, CO 80202 303.232.62001 f 303.233.3701 303.433.95001 If 303.433.5624 Sopris Engineering J.A. Wells Consultants 502 Main St, Suite A3 10617 Brown Fox Trail Carbondale, CO 80623 Littleton, CO 80125 970.704.0311 If 970.704.0313 303 - 973 -4406 + + + + + AT -3 -__ - — -- - -- - AA— 2 -- RW -2 _ QG -2 HS -8 CN -2 SN -8 PI -6 NOTE: ADJUST PLANT JS -4 LOCATIONS AS NEEDED -7 TO SCREEN IRRIGATION ' � PI SN -7 PEDESTAL AND VAULT SA -8 ----JS -5 k — - -AF -5 } A k Y h } k F k k H k k § § A § k x k § k x t # k k A k k t ( k r § k # k k Y k } v k L X + y §§ ! A k k A k } k k k k # k k # k k k k k k k k k k k k Y -1 k AF -3 k AR -15 I { I § k # r 4 I § =r k k # k k § 1 I I r k k x ;O k • k T j a k k k k b } t .. ,• . S. 1 I 1 r # # A- k 1 � I x k © .p- .k # k k x } x .t k # § � �•� A k § r k k I( k k § k h Y k O, • (( 1 I r e A I x I k x 1 , t x t # A s� k k x k d k # k y� \ -, I x 'A x k \\ A k DI I :.ANDSCAPE ARCHITECTURE LAND PLANNING URBAN DESIGN LEGEND DECIDUOUS /EVERGREEN TREES T' SHRUBS /PERENNIALS TURF SWALE /DRAINAGE AREA MIX NATIVE SEED MIX ..+ LOW GROW NATIVE SEED mix GRASSCRETE CRUSHER FINES PATH � EXISTING VEGETATION f LANDSCAPE BOULDER WALL PHASE 2 LIMITS OF DISTURBANCE NOTE: SEE SHEET L -3.5 FOR PLANT LIST AND NOTES INA This document is He Property of DHM Design Inc., and DHM Design Inc. retains all rights Herein. including copyrights. It may only be used in a mannerconsistantwiH DHM Design Inc.'s rights while DHM Design Inc. Is providing services for the specific project MenO W ar referred to hereln or extenalons thereto. It may not be used for any other puposa excopt xiH He mpreas written agreement of, and compensaflon to, DHM Design Inc. C YI U e". 0 k d^ 1 dY 3 'a i5 Heery International Inc. 82016th Street Mall, Suite 200, Denver, CO 80202 -3219 720.946.0276 project number 0528406 project namelowner's name A S P E N VALLEY is H O S P I T A L PHASE 2 EXPANSION Aspen Valley Hospital 0401 Castle Creek Road Aspen, Co 81611 owner's project number XXXXX.XXXX consultants /construction managers Structural Consultants Inc. DHM Design 3400 East Bayaud Ave, #300 311 Main St, Suite 102 Denver, CO 80209 Carbondale, CO 81623 303.399.5154 f 303.333.9501 970.963.6520 f 970.963.6522 Cator, Ruma, & Assoc. GallunSnow 1550 Dover St, Ste. 2 1920 Market St. Suite 201 Lakewood, CO 80215 Denver, CO 80202 303.232.62001 f 303.233.3701 303.433.95001 If 303.433.5624 Sopris Engineering J.A. Wells Consultants 502 Main St, Suite A3 10617 Brown Fox Trail Carbondale, CO 80623 Littleton, CO 80125 970.704.0311 If 970.704.0313 303 - 973 -4406 seal /signature NOTFOR issued for date PHASE II FINAL PUD 21 DECEMBER 2010 item date 0 i0 W 40 SCALE: 1"=20' NORTH sheet title LANDSCAPE PLAN sheet number L -108 drawn by checked by Copyright ® 2010 by DHM Design, Inc. all rights reserved. WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 24'x36' V wd C '" ad PHASE 2 PUD PLANT LIST * DISTRIBUTION OF SINGLE -STEM AND CLUMP ASPEN TO BE COORDINATED IN FIELD WITH LANDSCAPE ARCHITECT. ** DISTRIBUTION OF DIFFERENT SIZES OF SAME SPECIES TO BE COORDINATED IN FIELD OR AS NOTED ON PLAN. DENOTES SIZE OF TREE OR SHRUB aYe DESIGN LANDSCAPE ARCN=.TtC?URE LAND PLANNING URBAN D2SIGN SEED MIXES GENERAL PLANTING NOTES INATIVE AREA SEED MIX SHADE AND ORNAMENTAL TREES Botanic Name Key Quantity Botanic Name Common Name Min. Size AF 15 Acer x. freemanii Autumn Blaze Maple 2.5" Cal. FPS 34 Fraxinus p. 'Summit' Summit Ash 3" Cal. MS PAN 13 26 Malus 'Spring Snow' Populus angustifolia Spring Snow Crabapple Narrowleaf Cottonwood 2.5" Cal. 2.5" Cal. PT PT 100 112 Populus tremuloides Populus tremuloides Quaking Aspen Quaking Aspen 2.5" Clump 2.5" Cal. PV 20 Prunus virginiana'Melanocarpa' Native Chokecherry 2.5" Cal. QG 60 Quercus gambelii Gambel Oak 5 Gal. QG 67 Quercus gambelii Gambel Oak 6' B &B QG 80 Quercus gambelii Gambel Oak 8' B &B QG 84 Quercus gambelii Gambel Oak 10' B &B SAC 2 Sorbus a. 'Cardinal Royal' Cardinal Royal Mountain Ash 25' Cal. Bromus mar inatus Mountain Brome JEVERGREEN TREES Agropyron smithii Western Wheatgrass 3 Quantity Botanic Name Common Name Min. Size JM 20 Juniperus scopulorum Rocky Mountain Juniper 6' B &B p Key PPU 10 Picea pungens Colorado Spruce 8' B &B PPU 9 Picea pungens Colorado Spruce 12' B &B PPO 11 Pinus Ponderosa Ponderosa Pine 8' B &B PPO 4 Pinus Ponderosa Ponderosa Pine 10' B &B SHRUBS Key Quantity Botanic Name Common Name Min, Size AGC 27 Acer g. 'Compacta' Dwarf Amur Maple 5 Gal. AA 120 Amelanchier alnifolia Saskatoon Serviceberry 6' b &b AA AR 56 29 Amelanchier alnifolia Amelanchier alnifolia 'Regent' Saskatoon Serviceberry Regent Serviceberry 5 Gal. 5 Gal. ALT 10 Alnus tenuifolia Thinleaf Alder 5 Gal. AT CB CN 50 56 80 Artemesia tridentata Caryopteris x. clanodensis "Blue Mist" Chrysothamus nauseosus Tall Western Sage Blue Mist Spirea Rabbitbrush 5 Gal. 5 Gal. 5 Gal. CSB 45 Corpus stolonifera'Baileyi' Bailey Redtwig Dogwood 5 Gal. CSI 58 Comus s. isanti' Isanti Dogwood 5 Gal. CL 45 Cotoneasterlucidus Peking Cotoneaster 5 Gal. JS 24 Juniperus sabina'Scandia' Scandia Juniper 5 Gal. PA 16 Perovskia atriplicifolia Russian Sage 5 Gal. PON 29 Phyocarpus o. 'Nanus' Dwarf Ninebark 5 Gal. PF 85 Potentilla fruticosa'Gold Finger' Goldfinger Potentilla 5 Gal. PM 82 Potentilla f. 'McKays' W hite' McKays White Potentilla 5 Gal. FIT 32 Rhus trilobata Three leaf Sumac 5 Gal. RA 13 Ribes alpinum Alpine Currant 5 Gal. RGM 17 Ribes a. 'Green Mound' Green Mound Alpine Currant 5 Gal. RU 64 Ribes aureum Yellow Flowering Currant 5 Gal. RW 67 Rosa woodsii Woods Rose 5 Gal. SL 28 Salix lasiandra Whiplash Willow 5 Gal. SM 29 Salix monticola Rocky Mountain Willow 5 Gal. SF SO SMK VL 54 115 30 17 Spirea j. 'Frobelii' Symphoricarpos oreophilus Syringe atula'Miss Kim' Viburnum lentago Froebel Spirea Mountain Snowberry Miss Kim Dwarf Lilac Nannyberry Viburnum 5 Gal. 5 Gal. 5 Gal. 6' b &b VD 13 Viburnum dentatum Arrowwood Viburnum 5 Gal. I PERENNIALS�� Key Botanic Name Common Name Min. Size FG 1030 Festuca glauca 'Eli ah Blue' Elijah Blue Fescue 1 Gal. GO 200 Galium odoratum Sweet Woodruff 1 Gal. HS 190 Helictotrichon sempervirens Blue Avena Grass 1 Gal. HSE IS 64 150 Hosta sieboldiana'Elegans' Iberis sempervfrens Blue Giant Plantain Lily Evergreen Candytuft 1 Gal. 1 Gal. LA 11 Leucanthemum x.s. 'Aglaia' Double Shasta Daisy 1 Gal. MR 398 Mahonia repens Colorado Creeping Holly 1 Gal. PC 49 Polemonium c. 'Brise D' Anjou' Var. Jacob's Ladder 1 Gal. RG 35 Rudbeckia f.s .'Goldsturm' Black Eyed Susan 1 Gal. SA 25 Sedum 'Autumn Joy' Autumn Joy Sedum 1 Gal. SN 14 Salvia n. 'May Night' May Night Salvia 1 Gal. TF 27 Thalictrum glaucum Yellow Meadowrue 1 Gal. TR 31 Thalictrum rochebrunianum ILavendar Mist Meadowrue 1 Gal. * DISTRIBUTION OF SINGLE -STEM AND CLUMP ASPEN TO BE COORDINATED IN FIELD WITH LANDSCAPE ARCHITECT. ** DISTRIBUTION OF DIFFERENT SIZES OF SAME SPECIES TO BE COORDINATED IN FIELD OR AS NOTED ON PLAN. DENOTES SIZE OF TREE OR SHRUB aYe DESIGN LANDSCAPE ARCN=.TtC?URE LAND PLANNING URBAN D2SIGN SEED MIXES GENERAL PLANTING NOTES INATIVE AREA SEED MIX Botanic Name Common Name Pis #'s/ acre Agropyron trachycaulum Slender Wheatgrass 3 Bromus marginatus Mountain Brome 3 Oryzopsis hymenoides Indian Ricegrass 2 Agropyron dasystachyum Thickspike Wheatgrass 2 Agropyron smithii Western Wheatgrass 2 Festuca arizonica Arizona Fescue 2 Poa sandbergii Sandburg Bluegrass 0.5 Penstemon strictus Rocky Mountain Penstemon 0.5 Linium lewsii Blue Flax 0.5 Lupinus alpestris Mountain Lupine 1 Coreopsis lanceolata Lance - leaved Coreopsis 0.5 Chrysothanus nauseosus Rubber Rabbitbrush 0.5 Artemisia frigida Fringed Sagebrush 0.3 Artemesia ludoviciana Prairie Sage 1 0.2 I �SWALES /DRAINAGE AREA SEED MIX i -- - Botanic Name Common Name pis #'s/ acre) A rpyron riparium Streambank Wheatgrass 4 Agropyron das stack um Thickspike Wheatgrass 7 Bromus mar inatus Mountain Brome 3 Agropyron smithii Western Wheatgrass 3 Deschampsia caespitosa Tufted Hairgrass 2 Puccinellia airoides Nuttall alkaligrass 0.5 Achillea lanulosa Western Yarrow 0.5 Aster novae - angliae New England Aster 1 0.5 Iris missouriensis Rocky Mounatin Iris 1 0.5 ILO GROW NATIVE SEED MIX Botanic Name I Common Name Mix Poa alpina Alpine Bluegrass 50 Festuca rubra Red Fescue 25 Festuca oviana var. duriascula Hard Fescue 25 1. ALL PLANT MATERIAL TO BE APPROVED BY THE OWNER'S REP PRIOR TO INSTALLATION. 2. MAINTAIN POSITIVE DRAINAGE AWAY FROM WALLS, WALKS, BUILDINGS, AND OTHER STRUCTURES AT ALL TIMES. FINE GRADING SHALL BE APPROVED PRIOR TO SEEDING. 3. APPLY NATIVE SEED TO LIMITS OF DISTURBANCE UNLESS OTHERWISE NOTED ON PLANS. 4. ALL TURF GRASS TO BE SOD. SOD TO BE REVEILLE MIX, GRAFF'S TURF FARM, (800- 280 -8873) OR APPROVED EQUAL. 5. GRASS SEED MIX AT VEGETATED PAVERS AT SNOW STORAGE ACCESS TO BE TALL FESCUE MIX, GRAFF'S TURF FARM, (800- 280 - 8873). 6. INSTALL MIN 4" DEPTH OF SPECIFIED MULCH OVER FILTER FABRIC IN ALL SHRUB BEDS. 7. INSTALL LANDSCAPE EDGER AT ALL BED /GRASS BORDERS. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES, PAVEMENTS OR STRUCTURES THAT IS A RESULT OF HIS OR HER WORK AT NO ADDITIONAL COST TO THE OWNER. ALL EXISTING LANDSCAPE TO REMAIN TO BE PROTECTED PER CITY OF ASPEN PARKS & RECREATION DEPARTMENT STANDARDS. ANY DAMAGE TO EXISTING VEGETATION TO REMAIN IS TO BE RESTORED TO ITS ORIGINAL CONDITION BY CONTRACTOR AT NO COST TO THE OWNER. 9. SEE CIVIL PLANS FOR PROPOSED GRADES. 10. THE CONTRACTOR SHALL FINE GRADE ALL AREAS TO BE PLANTED. THE CONTRACTOR SHALL REMOVE REQUIRED DEPTH OF SOIL ALONG WALK WAYS TO ACCOMMODATE SEED, TOPSOIL, OR MULCH DEPTH. 11. AUTOMATIC IRRIGATION TO BE PROVIDED TO ALL DISTURBED AREAS; ALL TREES AND SHRUBS IN BEDS AND PARKING LOT TO BE DRIP IRRIGATED. IRRIGATION DRAWINGS TO BE PROVIDED WITH PHASE II BUILDING PERMIT SUBMITTAL. 12. SEE GEOTECHNICAL REPORT FOR IRRIGATION RECOMMENDATIONS WITHIN 10' OF STRUCTURES. 13. ADDITIONAL PLANTS: CONTRACTOR TO INCLUDE IN PLANT COUNTS: (9) 12' PICEA PUNGENS AND (6) 14' PICEA PUNGENS, IN ADDITION TO THE PLANTS NOTED ON THE PLANT LIST. THESE PLANTS WILL BE LOCATED WITH THE INPUT OF THE NEIGHBORING PROPERTY OWNERS. 14. COORDINATE WITH LANDSCAPE ARCHITECT TO IDENTIFY /VERIFY SPECIFIC TREES & ROOT BALLS TO BE TRANSPLANTED. TIMING OF TRANSPLANT SELECTION TO BE COORDINATED AT PRE - MOBILIZATION MEETING. x F} Heery International Inc. 82016th Street Mall, Suite 200, Denver, CO 80202 -3219 720.946.0276 project n umber 0528406 project name /owner's name A SP EN VALLEY FU NJ H O S P I T A L PHASE 2 EXPANSION Aspen Valley Hospital 0401 Castle Creek Road Aspen, Co 81611 owner's project number XXXXX.XXXX consultants /construction managers Structural Consultants Inc. 3400 East Bayaud Ave, #300 Denver, CO 80209 303.399.5154 If 303.333.9501 DHM Design 311 Main St, Suite 102 Carbondale, CO 81623 970.963.6520 / f 970.963.6522 Cator, Ruma, & Assoc. 1550 Dover St, Ste. 2 Lakewood, CO 80215 303.232.6200 / f 303.233.3701 Sopris Engineering 502 Main St, Suite A3 Carbondale, CO 80623 970.704.03111 f 970.704.0313 Gallun -Snow 1920 Market St. Suite 201 Denver, CO 80202 303.433.9500 / f 303.433.5624 J.A. Wells Consultants 10617 Brown Fox Trail Littleton, CO 80125 303 - 973.4406 seal /signature NOTFOR issued for PHASE II FINAL PUD date 21 DECEMBER 2010 item M sheet title LANDSCAPE PLANT LIST & NOTES sheet number This document Is Die properly of DHM Design Inc., and DHM Design Inc, retains all rights therein, Including copyrights. It may only be used in a manner owsisterd with DHM Design Int.'s rights while DHM Design Inc. Is providing servmos for the spedtc project kI0ntfled orreferred Wherein or extensions thomio. It may not be used for any other purpose exceplwflh t,e express written agreement of, and compensation to, DHM Design Inc. L -109 drawn by checked by Copyright ® 2010 by DHM Design, Inc. efl rights reserved. WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 24'x36' y D fft I *8jo 11 1 1 : M FVAT1Md ArtnA= r, T 'A ., .. . .� - TURF )N ABOVE 31' ELEVATION ABOVE GRADE = 3V -0" HEIR design Heery International Inc. 82016th Street Mail, Suite 200, Denver, CO 80202 -3219 720.946.0276 projoct numw . 0528406 l MASTER FACILITIES PLAN PHASE 2 EXPANSION Aspen Valley Hospital 0401 Castle Creek Road Aspen, Co 81611 ELEVATION ABO1 GRADE = IV-17 owners project number ELEVATION ABOVE ROOF= 12W DHM Dasign 311 Main St, Suite 102 Carbondale, 00 81823 970.963.85201970.983.6522 fax f:ngineerhg 502 MaL St Suite A3 CwbaMale, 0080623 970.704.0311 / 970.704.0313 fax Calm, Ruma, & An= 1550 Dover St, Ste. 2 Lakewood; 00•80215 303.232.6200 f 303.233.3701 fax seallsignature issued for date PHASE II FINAL 21 Dec 10 PUD ADDENDUM rn 3 Y O O i D O Z W O O Q O D OL N a 0 a 0 0 0 a 0 00 N 0 O �E �N /m O O ° - ;N Z W� / Z .. W .G E Od O -0 LLU. NOTE: All measurements are taken from finished grade. DESIGN Item date PLAN NORTH SCALE: 1"=2W sheet title OVERALL ROOF PLAN sheet number AS A 03 drawn by nE checked by Re cOWW02M riawuw.xi�rpaw..v.e• N V A L L E Y P I T A L 0 rftsw — 1 M N%X LEVEL2 FE . T f For ----------------------------------------------------------------------- ROOF EL-Tir4r ----------- LEVEL EL. ---------- pom EDESIGN UWMDBWN ------------------------------------ . ........ . w Heery international Inc. 82016th Street Mal, Suite 200, Denver, CO 80202-3219 720.946.0276 pr*d nwr*AwfiWe name ........... ME N PHASE 2 EXPANSION Aspen Valley Hospital 0401 Castle Crook Road Aspen, Co 81611 ownses pmjod mrabw xxxxxlyi(xx om==;;ucfw nwMom SWAM Comftft kr. DHM DeWp 3400 Eod Briaid Ave, OW 311 Mdn,% $A 102 Dww, 00 SM Cobor4oK 00 glen 30LlW.6154lf303=" 970ine520 if970.983An C*r, Rune, & Am= GaNafSnaw M Ta skw 1920 Mad* SL Sub 201 LAwwoodloosm DwwC080202 303.292.820 M03=1=1 WA33AW/f303A331WA S*bbowAv JA Web CorwAo* 502 Moln St Sulb A3 lM7BmmF0KTr8l cs6mddk 00 80623 Ulbin CO 80125 910.704A11 /f970.704.0313 seaUsignature I NOT FOR CONSTRUCTION Issued for date PHASE 11 FINAL PUD ADDENDUM 18 NOVEMBER 2010 ROM date ------ - - - - 91: )/P3.5 W �j r 1. SCALE: Xe = 1W key plan sheet title BUILDING ELEVATIONS NORTH& CAS *nftft="l&ftj q yoros" MO 1 Moalm ApiUO=wrMy - 1 0' 1 %ft *MWG*baw dlool Mwaftwoow"i I - - Mallpm sheet number A=301; dram by Kw checked by RG cow"to2w L ---------------------------------------------------------------- DESIGN HEERY Heery International Inc. 82016th Street Mall, Suite 200, Denver, CO 80202 -3219 720.946.0276 „:. vfl lll $': project name/ownees name PHASE 2 EXPANSION Aspen Valley Hospital 0401 Castle Creek Road Aspen, Co 81611 consultents/construction managers ShKoxal Consultants Inc. 3400 East Bayaud Ave, #300 Denver, C080209 303.399.5154 t f 303.333.9501 DHM Design 311 Main St, Sub 102 Cmtmdale, CO 81623 970.963.6520 / f 970.963.6522 Cato, Rums, & Assoc. 896 Tabor Street Lakawood, CO 80401 303.232.621) 0 If 303.233.3701 COWS" 1920 Market St. Us 201 Denver, C080202 303.433.95001 If 303.433.5624 Sapris Engineering JA. Wells Consultants 502 Main St, Suite A3 10617 Brown Fox Trail Carbondale, CO 80623 Littleton, CO 80125 970.704.0311 If 970.704.0313 303. 973.4406 seal /signature O ' issued for date PHASE li FINAL PUD ADDENDUM 18 NOVEMBER 2010; item date o 1W e-0r w-V SCALE: 9" =1W WE ST ELEVATION key plan sheet title HOUSING ELEVATIONS nraaoM fie" Ma a,a > "M Ma w r"Imek kwW*W K.�.YaM'bewW M•nrt"Nroa dwMh lMeiY MMnetlanM Ma's AyAS wM. M.MY Mknla.o�M6 Ma k pwftlMp tw*"r"ft4P%ft w*0 sheet number A= 3 1 02 1 drawn by LL checked by RG CODWMMO2MX Wtleen lMert .Ma eM.aMS reeeived. 01 rr;� r c�� r nm A COMMON STORAGE AREA FOR MAINTENANCE AND MECHANICAL. EQUIPMENT.