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HomeMy WebLinkAboutLand Use Case.401 Castle Creek Rd.0013.2008.ASLUI I \ / snn svo ♦ I I \ / \ ` ♦ I ► / 8 �\ / ♦♦ ♦ �— — — — — ------------ �--- ,\ ♦ --------- \ A. :\ \ ♦ / \ �---� D (— /--- -- — ;� \ \ \ \ ♦ - lei+ / I I I I \ i I _� '. Ir \ I I h \ \ LOT Z PARCEL A- ` I I t--- � \ PLAT OF LOT 1& 2 OF PARCEL A h ♦ \ _ ♦ ASPEN VALLEY HOSPITAL DIS ICT SUBDIVISION LOT 1, PARCEL A I I I I W ♦ `.\\ \ .' _' � ♦ BOOK 27 PAGE 6 ' I PLAT OF LOT 1& 2 OF PARCE I O I Z ASPEN VALLEY HOSPITAL DIST QI,yISIO I I I I I I �_ f----- Io HI BOOK 27 PAGE 6 h I- - I II WI ♦ . � -- / ��` / ♦ � I I' i _.___,.____..__„----- M.,a I I I I Q I �------I i I I I �_ I I I ` � �O \ � ♦ � � NTERLINE OF 40.00 I�uuuuuuuuuu F_ 28171.01 E) (2) 6.00 25.85 BUS -40 feet Vidth 8.50 Track 8.50 Lock to Lock Time : 6.00 Steering Angle : 39.3 40' BUS PROF/LE N.T.S. VEL PA TH -svo e ,1,, ^{ r 1'�►- ,1 �_ , _ i ! •.�;r•�jli-1 �� r•►�-r-��Y �•.�-{ �ti 7j�i-r-�'Y rjrj'Tr���if'f �..jY'�. �.:�.►�i \ �\ .............. .ate► o.. . ,r ....^l \\\ ..a\iu\��.m ..�.r�r•�.�f.�:carte.1.�:Y�r.�.>,.1,r�r.�...r.��_r_..;r. \ \ ��\: \ 1\50,R' \\\�”, \\�:a\��\v>E r �-�-=- •- .. "w �,-•r; Tri �_�,: •`�f n r�: �, \\\ \\ �e\\\\\\\ ��y1D\\\\\\\\\ ,�\�� .,, .. ......,.� , " Iwo 4;� _.�:�,' ►�...,.�..._--- STLE Yvv R IN • CREEK AASHTO: 'A POLICY ON GEOMETRIC DESIGN OF HIGOWAV§ AND STREETS' 2004.- SSD 004:SSD FOR CROSSWALK = 210 FEET / GRADE _ —4% / SPEED = 30 MPH / REACTION 71ME = 2.5 SECONDS REACTION STOPPING DISTANCE=110 FEET BRAKING STOPPING DISTANCE — 97.5 FEET (AASHTO EQ. 3-3 D= Vr'2 / 30((0/322).+G) a= 11.2 ft/sec-2 / / / / ACTUAL LOCATION THAT CROSSWALK IS VISIBLE TO MOTORIST (BASED ON ACTUAL SITE VISIT) 485 LF. FROM CROSSWALK AASHTO: "A POLICY ON GEOMETRIC DESIGN OF AASHT0. 'A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS HIGHWAYS AND STREETS' 2004: AND STREETS' 2004: SIGHT TRIANGLE EXISTING EDGE OF ASPHALT (TYP.) SSD FOR CROSSWALK - 190 FEET SCENARIO B1: (LEFT TURN FROM MINOR ROAD TO GRADE = +4% MAJOR ROAD) AASHTO: "A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS SPEED = 30 MPH MAJOR ROAD SPEED = 30 MPH AND STREETS" 2004: REACTION TIME = 2.5 SECONDS TIME GAP = 6.5 SECONDS REACTION STOPPING DISTANCE=110 FEET ISD- 1.47'Vmajor* Tg SIGHT TRIANGLE BRAKING STOPPING DISTANCE = 78 FEET Tg=TIME GAP SCENARIO B1: (LEFT TURN FROM MINOR ROAD TO MAJOR (AASHTO EQ. 3-3 D= V^2 / 30((a/322).*G) ►SD=INTERSECTION SIGHT DISTANCE (LENGTH OF ROAD) a- 11.2 ft/sec"2 THE LEG OF SIGHT TRIANGLE ALONG THE MAJOR MAJOR ROAD SPEED = 30 MPH ROAD IN FEET) TIME GAP = 7.5 SECONDS AASHTO STANDARDS RECOMMEND 290 FEET INTERSECTION SIGHT DISTANCE (ISD)= 1.47*Vmajor* Tg EQ: 9-1 OR EXHIBIT 9-55 Tg=TIME GAP IT SHOULD BE NOTED THAT 320' OF SIGHT ISD=INTERSECTION SIGHT DISTANCE (LENGTH OF THE LEG OF DISTANCE IS ILLUSTRATED HEREIN HOWEVER SIGHT TRIANGLE ALONG THE MAJOR ROAD IN FEET) ACTUAL SIGHT DISTANCE IS CONSIDERABLY MORE 335 FEET EQ: 9-1 OR EXHIBIT 9-55 GRAPHIC SCALE 30 0 15 30 60 ( 1N FEET ) 1 inch = 30 ft. 120 w a 0 F_ 28171.01 SHEET F Z Z 04 N 1-4 J H cR v N W L L � WW Q i— � ;: oM Z ta- a) LLj 4, Z ujH > 0 Z Qoo Z 0 Z>zr-�- W Q > U C) 00 w O L0a m � U J 0 m U a � m O Q O w o 0 CL L'- z zCIO W Y Z p Q 06 0 W J U LLJ 0 Lu = U Q 0 Q U F 1 Y O z F_ 28171.01 SHEET F Z Z 04 N 1-4 H cR v N W L L � WW w i— � ;: oM Z ta- a) LLj 4, Z ujH > 0 z Qoo Z 0 Z>zr-�- W Q > U C) 00 w O L0a 0 � U J 0 v U a M w O Q O 1 Y O z DATE: 12-5-08 F_ 28171.01 SHEET m ~ W w i— 00 Z Lu ujH > 0 2 � Lu F- W Q > o- w O cn 0 0 J 0 Z) U U M w Z Q O UJ LjL 0 CL L'- F- 0 Z p Q 06 0 W J U LLJ 0 0 = U Q M _ F _ Q = w 0 U) DATE: 12-5-08 JOB NO. 28171.01 SHEET 3 OF 3 ♦ ♦ / ♦ svo sn0 -- sds nn SVD' 00 ♦ ♦ \ 0 ` ♦ d' 00 INSTALL TRUNCA w ♦ ♦ ♦ DETECTABLE WARNIN N a `� ♦ ♦ I > mm EXISTING PEDESTRIAN R P ___ _.__ ❑ 6'WIDEx4' LONG PEDESTRIAN RAMP W/ TRUNCATED m -' C) DETECTABLE WARNING PAD U) co \ ♦ ♦ ♦ ♦ w �, w z m z o W U a - 1` ❑ ❑ Lu U LOT 2, PARCEL A PLAT OF LOT 1 & 2 OF PARCEL A 8 ♦ ♦ ♦ ♦ ASPEN VALLEY HOSPITAL DIS !CT SUBDIVISIONLu BOOK 27 PAGE 6 LOT 1, PARCEL A PLAT OF LOT 1 & 2 OF PARCE ' ASPEN U Z co 4, \ VALLEY HOSPITAL DIS BOOK 27 PAGE 6 VISIO TIS, Z •° o N ♦ ♦ ` `� ♦ ♦ \ \ ��::g M „8 I -j Q {— a.� z -4 W Z �j M N (0 MP - r- hM �M L11 o INSTALL STOP BAR (�.) REL T RELOCATED STOP SIGN 118 a p TIMBER RETAINING STRUCTURE TIE INTO EXIS71NG <_ 6 WIDE w w a LU p M U C) �� Op ♦ ♦ INSTALL STOP SIGN \ W/ NEW STREET NAME SIGNS CONCRETE PEDESTRIAN RAMP �� Sd W/ TRUNCATED DETEC 7d� WARNING (TyP:� '� = INS W/ 2 77MBER WALL CUB INLET RIGUATED PROPOSED 8' WIDE ° ^ °` TO BE INSTALLED PROX. 4" ABOVE EXISil'NG�4 HALT PAVEMENT 6 0 �"��-+ Z O rj J O ^ z ti o Q p ^ z a' o m " � , R30.O CONCRETE RETAINING -°- HDPE l CONCRETE S/DEWALR/Bl a W U '= ' O STRUCTURE MAX. PATH APPROX. 4m ABO EXISTING ASPHAL . 4 INSTALL PEDES MP W/ TRUNCATED I TILE DR. 6 O.W. Q PROP HEIGHT OF 3') DETECTABLE WARNIN PAD m PER K 27 PAGE 6 co ♦ OOLITTL 1,0' INSTALL SIGN: "WRONG WAY/DO NOT ENTER" �� INSTALL "STOP FOR U) ' ♦ - 4'- -= - —�- DRAIN PAN - r } 8'x10' CONCRETE PAD PEDESTRIANS IN CROSSWALK" SIGV I w o , :. W/ 8'x2 5' DETECTABLE Q ------------------------------ G PAD �� -- --- i ❑ - INSTALL CROSSWALK (1YP.) `CURB/GUTTER MATCH PROPOSED do SIDEWALK TO 1.1.25- _ • - - . Q0S71NG CURB/(UTTER &♦ ^ ..4 4 0' AY/b0 NOT ENTER" USHER FINE TRAIL INSTALL "STOPO PEDESTRIANS IN V ` PROPOS® SI 1l A 1435.O' INS T, CROSSWALK" SIGN L M,.ZL )0STING-ASPhA�iT BIKE M_ZL PA L M„ZL --�' M. Z M.,ZL M.,Z L (S1�fLFOR PEDESTRIANS` CROSSWALK) CON SON N M,.Z L S1OP D(1D1DED RIGHT DELL LANE 8' RD CED CONCI W/ c TED CURB H OR 7IA7IN TURNING MO N VM ® ` _• } - I n -__ - -� - - / nn on n __ ri....-- — ruz n n nom. LIMITS OF IMPROVEMENTS, MATCH nn (RE ESTED BY RFTA) x1O' z 10 CONCRETE PADS FOR EXISTING ASPHALT- - - - - - - 0 / n BUS SHELTER PLACEMEN x - ---- CASTLE CREEK ROAD Cl) NEWSPAPER STAND AREA n w 1O BE EQUAL TO s } s IN TALL CROSSWALK / MARKINGS THAT ALIGN WITH TRAIL d i z U) V) F- / z W z W _O W W >U O p � � CL W Of O 2U) - z w Q U U U Z Cl) � -LU O a p U) Q CL O z a LL tV O i— W U)O W z r U F_— O / > / GRAPHIC SCALE 30 0 15 30 60 120 DATE: 12-5-08 ( IN FEET) 1 inch = 30 ft~ JOB NO. 28171.01 SHEET 2 OF 3 Aspen Valley Hospital Master Facilities Plan 2009 May 8, 2008 Key MFP Objectives •Contemporary standards of design and function •20-year minimum life (time horizon) •Cost and space efficiency •Good neighbor –Traffic –Noise/light mitigation –View corridors –Architectural integration into the surroundings Key MFP Objectives •Energy efficient and environmentally sensitive –Best use of natural light, views and topography –Sustainable and reusable materials –LEED standards for design and construction •Enable efficient and accessible quality healthcare –Co-location of professional services –Access/parking accommodations –Patient flow and zoning –Privacy Design Team Efforts •Conceptual plans •Staff and physician input •Functionality based on defined needs •Space functionality and adjacencies •Minimal disruption of services –Phased construction –Patient safety and infection control •Cost efficiency and predictability Community Advisory Committee •To provide feedback on impact and benefits •Diverse cross-section of community members •Review and comments at various phases •13 meetings during past two years Neighborhood Meetings •To provide an overview of the plan and elicit feedback and questions •Positive and constructive comments •Meadowood, Castle/Maroon •Senior Center, Whitcomb Terrace, H & HS •Twin Ridge, Castle Ridge, Water Place, Mountain Oaks Other Communications •Additional meetings with community groups •Project description/updates at www.avhaspen.org •Medicine in the Mountains •Articles in AVH publications •Media interactions/press coverage Russ Sedmak HEERY design Aspen Valley Hospital Aspen, Colorado HLM Design 10-Jan-06 Proposed Space Program Department Total Proposed Deficiency Area Description NSF NSF_____________________________ Inpatient Areas 11040 16508 5468 Intensive Care 944 2730 1786 Labor and Delivery 2873 8093 5220 Diagnostic & Treatment Areas 9286 17135 7849 Central Sterile 1049 1605 556 Central Supply 2366 3432 1066 Emergency Department 4563 7763 3200 Imaging Department 4804 5252 447 Breast Center (new program) 2085 2085 Cardiopulmonary 800 3744 2944 Physical Therapy 2728 7175 4447 Pharmacy 576 1024 448 Cardiac Rehab 650 4427 3777 Medical Records 1781 1565 216 Medical Information Systems 1326 2168 842 Outpatient Clinics 3081 3081 Oncology Clinic 2405 2405 Cardiology Clinic 798 1117 319 Occupational Health 799 799 Nuclear Medicine 300 889 589 Laboratory 2797 5600 2803 Food Service/Dietary 3208 4761 1553 Physician Sleep 378 544 166 Lobby/Circulation 1920 3616 1696 _________________________________________________________________________________________ TOTAL 54,187 107,517 53,329 _________________________________________________________________________________________ Inpatient Areas – Patient Care Units – 27 beds; Intensive Care Units – 4 beds; Labor & Delivery Units – 5 LDR beds, 4 Post-Partum beds Inpatient & Outpatient Surgery – 5 Operating Rooms New Breast Center New Outpatient Clinic New Oncology Clinic New Occupational Health Clinic AVH Emergency Department– Existing Space Contemporary ER Space Deficit AVH Patient Care Unit – Existing Space New PCU Rooms at AVH – Contemporary Standard Space Deficit AVH Toilet Room – Existing Space Contemporary Standard – ADA Accessible Space Deficit Aspen Valley Hospital Aspen, Colorado HLM Design 10-Jan-06 Proposed Space Program Department Total Proposed Deficiency Area Description NSF NSF_____________________________ Inpatient Areas 11040 16508 5468 Intensive Care 944 2730 1786 Labor and Delivery 2873 8093 5220 Diagnostic & Treatment Areas 9286 17135 7849 Central Sterile 1049 1605 556 Central Supply 2366 3432 1066 Emergency Department 4563 7763 3200 Imaging Department 4804 5252 447 Breast Center (new program) 2085 2085 Cardiopulmonary 800 3744 2944 Physical Therapy 2728 7175 4447 Pharmacy 576 1024 448 Cardiac Rehab 650 4427 3777 Medical Records 1781 1565 216 Medical Information Systems 1326 2168 842 Outpatient Clinics 3081 3081 Oncology Clinic 2405 2405 Cardiology Clinic 798 1117 319 Occupational Health 799 799 Nuclear Medicine 300 889 589 Laboratory 2797 5600 2803 Food Service/Dietary 3208 4761 1553 Physician Sleep 378 544 166 Lobby/Circulation 1920 3616 1696 _________________________________________________________________________________________ TOTAL 54,187 107,517 53,329 _________________________________________________________________________________________ Inpatient Areas – Patient Care Units – 27 beds; Intensive Care Units – 4 beds; Labor & Delivery Units – 5 LDR beds, 4 Post-Partum beds Inpatient & Outpatient Surgery – 5 Operating Rooms New Breast Center New Outpatient Clinic New Oncology Clinic New Occupational Health Clinic From Primrose Meadow From 174 Larkspur LEED Gold Hospital by Design Medical Center of the Rockies Medical Center of the Rockies Table of Contents Appendices A. Standard Submittal Documents B. Annexation Ordinance 30, Series of 2003 and Annexation Agreement C. Obstetrics Expansion D. Conceptual Site, Civil, Architectural Sheets E. Noise Analysis F. Parking and Traffic Impact Analysis Summaries G. Snow Storage Calculation H. Engineering/Drainage/Soils Reports I. Will Service Letters J. Ambulance District Temporary Shelter K. Board of County Commissioners Resolutions 89-79, 92-11 & 92-379 Ua A S P E N V A L L E Y HOSPITAL Oyajol Small enough co care, large enough to heal February 22, 2008 Ms. Jennifer Phelan Deputy Director Community Development Department City of Aspen 130 South Galena Street Aspen, CO 81611 Re. Aspen Valley Hospital Master Facilities Plan Conceptual PUD Submittal Dear Jennifer, For the purposes of pursuing land use review or any communication with the City of Aspen, Leslie Lamont of Lamont Planning Services, LLC, and Gideon Kaufman of Kaufman Peterson & Dishler PC, will act as authorized representatives on behalf of the Aspen Valley Hospital. Leslie Lamont Lamont Planning Services, LLC 725 Melissa Lane Carbondale, CO 81623 970-963-8434 Sincerely, David Ressler, CEO Gideon Kaufman Kaufman Peterson & Dishler PC 315 East Hyman Avenue Aspen, CO 81611 970-925-8166 0401 CASTLE CREFIC ROAD ASPEN, COLORADO 81611 970.925.1120 WWW.AVHASPEN.ORG ATTACHMENT 2 -LAND USE APPLICATION `PLICANT: Project Name: Master Facilities Plan Conceptual PUD Plan Review Location: 0401 Castle Creek Road, Aspen, CO 81611 Indicate street address, Iot & block number, legal description where appropriate) Parcel ID #(REqUIMD) 273519307801 REPRESENTATIVE: Name: Leslie Lamont,Lamont Planning Services, LLC Address: 725 Melissa Lane, Carbondale CO 81623 Phone#: 963-8434 email: llamont@sopris.net PROJECT: Aotoi icant Name: Aspen Valley Hospital Address: 0401Castle Creek Road, Aspen, CO 81611 970-544-1291 #: 1 Yrs: ur APPLICATION: (please check all that apply): ❑ Conditional Use ❑ Conceptual PUD ❑ Conceptual Historic Devt. ® Special Review ❑ Final PUD (& PUD Amendment) ❑ Final Historic Development ❑ Design Review Appeal ❑ Conceptual SPA ❑ Minor Historic Devt. ❑ GMQS Allotment ❑ Final SPA (& SPA Amendment) ❑ Historic Demolition ® GMQS Exemption ❑ Subdivision ❑ Historic Designation ❑ ESA ---- 8040 Greenline, Stream ❑ Subdivision Exemption (includes ❑ Small Lodge Conversion/ Margin, Hallam Lake Bluff, condominiumization) Expansion Mountain View Plane ❑ Lot Split ❑ Temporary Use ❑ Other: ❑ Lot Line Adjustment ❑ Text/Map Amendment EXISTING CONDITIONS: desction of existing buildin s, uses, previous approvals, etc. The existing Hospital equals roughly 75,700 sq. ft. The Hospital proposes a review of a Master Facilities Plan to enhance service and expand the facilit PROPOSAL: (description of proposed buildings, uses, modifications, etc. The Hospital proposes a conceputal PUD review of a Master Facilities Plan to enhance service and expand the facility. Have you attached the following? FEES DIE: S 4, 3 8 4 . 0 0 F9 Pre -Application Conference Summary ® Attachment #1, Signed Fee Agreement Response to Attachment #3, Dimensional Requirements Form X Response to Attachment #4, Submittal Requirements- Including Written Responses to Review Standards plans that are larger than 8.5" x 11" must be folded and a floppy disk with an electronic copy of all written wit (Microsoft Word Format) must be submitted as part of the application. ATTACHMENT 3 DIMENSIONAL REQUIREMENTS FORM ect:Aspen Valley Hospital Master Facilities Plan Concep. PUD Proj Applicant: Aspen Valley Hospitai Location: 0401 Castle Creek Road Zone District: Public Lot Size: 19 .1 acres Lot Area: 17 acres (for the purposes of calculating Floor Area, Lot Area may be reduced for areas within the high water mark, easements, and steep slopes. Please refer to the definition of Lot Area in the Municipal Code.) Commercial net leasable: Number of residential units: Number of bedrooms: Existing: NA Proposed: Existing: NA Proposed - Existing: NA_ Proposed. - Proposed % of demolition (Historic properties only): 0 DIMENSIONS: Floor Area: Principal bldg. height: Access. bldg. height: Existing: NA On -Site parking: Existing. -__L75 % Site coverage: Existing: 11% % Open Space: Existing. 8 9 % Front Setback: Existing: 215 ' Rear Setback: Existing: 9 0 ' Combined FIR: Existing: 3 05 ' Side Setback: Existing. -_55' Side Setback: Existing: 2 2 0 ' Combined Sides: Existing 275' Distance Between Existing Buildings NA NA 95,236 Existing.- sq. ft . Allowable: PUD Planproposed.. Per Approved Plan Existing. 22' Allowable: itProposed: Allowable: NA Proposed NA Required. PUD Planproposed:339 Required_- PUD Plan Proposed: 3 2. 5 % Required.• PUD Plan. Proposed. 67.5% - Required: 7.5% - Required: TF Proposed.. Per Approved Plan Required: Required- " O Require& Required: Required: FF 12 0 '____Required.-_ .Proposed--_" Proposed: FF " Proposed: Proposed.• TT FF Proposed: it 8 0 F _ T1 Proposed: 7 tJ Existing non -conformities or encroachments: The property is zoned publ is and all dimensions are set by approved PUD plan. Variations requested: CITY OF ASPEN PRE -APPLICATION CONFERENCE SUMMARY CANNER: Jason Lasser, 429-2763 DATE: 8/28/07 PROJECT: Aspen Valley Hospital (AVH) - 401 Castle Creek Road REPRESENTATIVE: Leslie Lamont TYPE OF APPLICATION: Conceptual PUD, Commercial Design Review, Growth Management Review, Special Review for a Parking Facility. DESCRIPTION: The perspective Applicant would like to undertake a Master Plan effort for the Aspen Valley Hospital involving four (4) phases and is requesting to submit a Planned Unit Development application. The Applicant would like to apply through the PUD process to establish a detailed plan that seeks to amend the annexation plan and establish new dimensional standards. This pre -application summary is for the Conceptual PUD and Commercial Design Review only, Final PUD, GMQS and fees will require another pre -app. Due to the changes on operation for the hospital moving from primarily inpatient (25 beds) to focusing on the increase in outpatient care (last year AVH had over 30,000 registrants) the hospital proposes to redevelop. Undersized in clinical areas, the proposal seeks to solve several problems including the separation of functions, privacy, equipment space needs, patient flow and security. The proposed reconfiguration of the hospital layout will accommodate an obstetrics ward (Phase 1), pharmacy, cardiology space, inpatient, parking garage and service road (Phase 2), outpatient (Phase 3) and a new entry (Phase 4) as part of the new Master Facilities Plan. The applicant proposes to relocate the emergency helipad from the ground to the roof, which has been assessed for sound with a `hover test'. A service road is proposed around the perimeter of the development which will be adjacent to the assisted living facility providing connectivity. A re -alignment of the Nordic trail will be part of this reconfiguration. A two-level parking garage containing 256 spaces is also proposed as part of the Master Facilities Plan. The total parking on site will be 352 spaces (96 spaces outside of the garage). In addition the applicant proposes to create a LEER certified building, with 1 LM architects, who specialize in hospital and clinics (see Medical Center of the Rockies). The associated land use actions necessary to develop the property in this manner would be reviewed in conjunction with the final PUD application. The associated land use actions necessary to be applied for in conjunction with the final PUD application include: Subdivision, Growth Management Review for the Development of Affordable Housing. Land Use Code Section(s) 26.304 Common Development Review Procedures 26.412 Commercial Design Review. 26.445 Planned Unit Development - Conceptual 26.470.040 Growth Management Review. 26.470.040(C)7 Growth Management Review for development of AH 26,470.090 essential Public Facility 26.470.110(A)5 Growth Management Review Procedures for Conceptual PUD 26.515 Off-street Parking 26.610 Park Development Impact Fee °x.630 School Lands Dedication 1;.710.250 Public Zone District Review by: • Staff for completeness. • Development review committee (DRC) for technical considerations. The Housing Office may refer the project to the Housing Board. • Community Development Director for recommendations to applicable Boards. • Planning and Zoning Commission for recommendation to City Council on the Conceptual FUD application (Public Hearing). • City Council for final review of the Conceptual PUD request by resolution (Public Hearing), Public Hearing: Yes, every Board as noted above by (PH). Applicant must post property and mail notice at least 15 days prior to the public hearing. Applicant will need to provide proof ofposting and mailing with an affidavit at the public hearing. City will do publication of notice. Referral Agencies: Engineering, Housing, Parks, Fire Marshal, Water, ACSD, Streets, Building, Environmental Health. Planning Fees: Planning Deposit Major ($2,820 for 12 hours) Referral Agency Fees: Engineering Major ($391), Housing Major ($391), Environmental Health Major ($391), Parks Major ($391) Total Deposit: $4,384 (additional planning hours over deposit amount are billed at a rate of $235/hour) To apply, submit the following information: I . Total deposit for review of the application. 2. Proof of ownership. 3. Completed Land Use Application Form. 4. Signed fee agreement. 5. Completed Dimensional Requirements Form. 6. Applicant's name, address and telephone number in a letter signed by the applicant, which states the name, address and telephone number of the representative authorized to act on behalf of the applicant. 7. Street address and legal description of the parcel on which development is proposed to occur, consisting of a current certificate from a title insurance company, or attorney licensed to practice in the State of Colorado, listing;` the names of all owners of the property, and all mortgages, judgments, liens, easements, contracts and agreements affecting the parcel, and demonstrating the owner's right to apply for the Development Application. 8. An 8 112" by 11" vicinity map locating the parcel within the City of Aspen. 9. Site improvement survey including topography and vegetation showing the current status, including all easements and vacated rights of way, of the parcel certified by a registered land surveyor, licensed in the state of Colorado. This must be current (within one year) and signed by a surveyor. 10. A written description of the proposal and an explanation in written, graphic, or model form of how the proposed development complies with the review standards relevant to the development application. Please include existing conditions as well as proposed. Please provide a written response to all applicable criteria. H. Existing floor plans to determine the Multi -family Replacement Program mitigation requirements. 12_ List of adjacent property owners within 300' for public hearing. Contact GIS Dept. at 920.5453. 13. Copies of prior approvals. 14. Additional application material as required for each specific review. (See application packet and land use code) 15. 22 Copies of the complete application packet and maps. PZ = 10; CC = 7; Referral Agencies = I lea.; Planning Staff = I Notes: 1. Conditional Use for Affordable Housing and GMQS will be required if housing is proposed on-site. 2. Development near trees or relocation of trees should be researched by applicant. Brian Flynn or Aaron Reed, Parks Department, can be contacted to do a site visit. 920.5120. Review Process: Apply. Then the Community Development Staff will review the application for completeness. Following a: determination of completeness, the application will be referred to DRC for technical considerations. Staff will then review the proposal and make a recommendation to applicable review boards. The Planning and Zoning Commission will subsequently review the application and make a recommendation to City Council regarding the Conceptual PUD. Disclaimer: -he foregoing summary is advisory in nature only and is not binding on the City_ The summary is based on current zoning, which is oject to change in the future and upon factual representations that may or may not be accurate. The summary does not create a legal or vested right. rait,cl "CLUIt r agc 1 01 :' Pitkin County Assessor/Treasurer Parcel Detail Information Basic Euildi ;=�a.a t�rig_f� 1 TX ,,fc�1.1�!vIi Parcel D tail Tax Area 11 Account Number Parcel Number 11 Mil( Levy 001 R013928 273512307801 31.645 Owner Name and Address ASPEN VALLEY HOSPITAL DISTRICT 0401 CASTLE CREEK RD ASPEN, CO 81611 Legal Description SECT,TWN,RNG:12-10-85 DESC: LAND IN SW4SW4 NW4SW4 ALSO KNOWN AS PARCEL C Location Physica 1401 CASTLE CREEK RD ASPEN Subdivision• Land Acres: 19.1 Land Sq Ft: 0 Section Town F Range 12 10�—]F85 Property Tax Valuation Information http://www.pitkinassessor.org/assessor/Parcel.asp?AccountNum ber=R013 928 12{412006 Bit482818 Page: I of 31 22/24/2003 09.54A SILVIA DAVIS PITKIN COUNTY CO R 156.00 4 0-8e ORDINANCE NO. 30 (Series of 2003) AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF ASPEN, COLORADO, APPROVING THE ANNEXATION OF CERTAIN TERRITORY TO THE CITY OF ASPEN, COLORADO, TO BE KNOWN AND DESIGNATED AS THE "ASPEN VALLEY HOSPI'T'AL DISTRCIT ANNEXATION." WHEREAS, on February 22, 2002, the Chairman and President of the Aspen Valley Hospital District on behalf of onshundred percent (100%) of the owners of the property proposed to be annexed did file with the City Cleric of the City of Aspen a Petition for Annexation of territory to the City of Aspen; and WHEREAS, the petition, including accompanying copies of an annexation map, has been reviewed by the City Attorney's Office and the City Engineer and found by them to contain the information prescribed and set forth in §31-12-107, C.R.S.; and WHEREAS, the owners of one hundred percent (100%) of the area proposed to be annexed, exclusive of streets and alleys, have consented in writing to the annexation; and WHEREAS, the City Council, by resolution (Number 28, Series of 2002) at its regular meeting on April 8, 2002, did find and determine said Petition for Annexation to be in substantial compliance with the provisions of §31-12-107, C.R.S.; and WHEREAS, the City Council, by resolution (Number 44, Series of 2002) at its regular meeting on May 13, 2002, did find and determine, following a public bearing, said Petition for Annexation to be insubstantial compliance with §§ 31-12-104 and 3142-105, C.R.S.; and WHEREAS, the City Council does hereby find and determine that approval of the annexation of said territory to be in the City's best interest; NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF ASPEN, COLORADO: 492818 Page: 5 of 31 12/24/2003 09:54A SILVIA DAVIS PSTKIN COUNTY CO R 156.00 D 0.00 a tremendous discount (examples include DT boosters, blood chemistries, CBCs, glaucoma checks, colorectal kits, bone density tests, peak flow/oximetry, skin cancer checks, knee exams, foot exams, blood pressure checks, vision and hearing testing, and educational booths on topics such as nutrition, breast health, heart health, and bike fitting). (b) Educational Seminars. AVE will commit to at least five (5) free educational seminars on general or specific health topics (examples include facts about hormone replacement therapy, living with asthma, joint disease, women's cancers, the aging process, common ear, nose and throat problems, etc.). 6. APPROVED AU PLAN. The AVH Plan approved by the Pitkin county Hoard of County Commissioners is based upon: (a) 1989 Aspen Valley Hospital District Master Plan approved pursuant to the Pitkin County Board of County Commissioner's Resolution 89-79, which is appended hereto as Exhibit "B"; (b) 1996 Aspen Valley Hospital District Master Plan .,. Amendment approved pursuant to Pitkin County Board of County Commissioner's Resolution 96-285, which is appended hereto as Exhibit "C"; and (c) 1997 Aspen Valley Hospital District Master Plan Amendments approved pursuant to Pitkin County Board of County Commissioner's Resolutions 97-82 and 97-194, which are appended hereto as Exhibits "D" and "E". 7. APPROVED AMR PM DEVELOPMENT ENTITLM ENTS BAEND ON PITKIN COUNTY LAND DSS APPROVALS. Portions of the Avis Plan have been developed. The following AVH Plan components have not been developed: (a) Expansion of Cafeteria and Kitchen (1989 Paan); (b) Development of Space for Business Functions (1989 Plan); (c) Development of Additional space for Shops, Laundry, and Storage (1989 Plan); (d) Relocation of Relipad (1989 Plan); -3- 492818 Page: 7 of 31 1111111111111111111111111111111111111111111 5I NIA DAVIS PITKIN COUNTY CO R 156 00 /2dp2003 0.0009:54A (e) Development of the majority of 5,540 square feet of additional floor area planned for the expansion of the Emergency Room, a new Operating Room, expanded Lab, and a new Physical Therapy Wing (1996 Plan Amendment); (i) internal remodel of the Hospital (1996 Plan Amendment); (g) Development of a 22,800 square foot Medical Office Building (1997 Plan Amendment); and (h) Development of a 17,970 square foot Underground Parking Structure (1997 plan Amendment). 8. AVM INTERIM IMPROVEMENT PLAN APPROVED BY THE CITY OF ASPEN. The following construction projects may be developed by AVH pursuant to and in compliance with the County approvals as part of the AVH Interim Improvement Pian prior to the approval of the new AVH Planned Unit Development Plan: (a) Develop 4,100 square feet of additional floor area for a Physical Therapy and Cardiac Rehabilitation Unit and 2,000 square feet of additional floor area for a Patient Care Unit (PCU) addition; and (b) Internal remodel of hospital. 9. ZONING SCHEDULE. Upon execution by the parties of this Agreement, the City shall initiate and complete zoning of the Annexed Property. 10. AVH OBLIGATION. AVH hereby agrees not to petition the City to de -annex, provided all of the terms and conditions of this Agreement are met. AVh will not seek relief as an "essential public facility exemption" from City of Aspen planning and building fees. AVH will be responsible for and pay its City of Aspen planning and building fees. 11. CITY'S OBLIGATION. The parties acknowledge that annexation and zoning are subject to the plenary legislative discretion of the City Council of Aspen and the rights of referendum and initiative reserved unto citizens. No assurance of zoning has been made and relied on by AVH- -4- ASPEN VALLEY HOSPITAL of the AVH Plan v THIS ANNEXATION AGREEMENT:("Agreement") is entered into and 00 w�,E made on No. -4,t m6 r F q , 2003', by and between the City of CD N � Aspen., a Colorado home rule municipal corporation, which address N �ry is 130 South Galena Street, Aspen; -'Colorado 81611 (hereinafter a �� referred to as the "City'), and Aspen. Valley Hospital District and whose address is 0401 Castle Creek Road, Aspen, Colorado .� 81611 (hereinafter referred to` as "AvH") . This. Agreement shall become effective following execution by AVH and upon approval by the City Council. of Aspen evidenced by a duly approved �... resolution and by the ekecution.:of the Agreement by either the ----•� City Mamager, Mayor or Mayor Pro -Tem. a RECITALS AND REPRESENTTATIONS:' 4 WHEREAS, AVH represents that it comprises 100 percent (100`x} of all owners a parcel of land commonly known as the Aspen Valley Hospital Campus, which is more particularly described in Exhibit "A" appended hereto and incorporated herein _..._ by this reference ("Annexed Property"), and WMREAS, the City annexed the property at a public hearing on July 14, 2003, pursuant.to Ordinance No. 30, Series of 2003; and WEHU FAS, AVH received approval from Pitkin county for the 1989 Aspen Valley Hospital District Master. Plan pursuant to Resolution 89-79 of the Pitkin:Cou.nty Board of _County Commissioners, which is appended hereto as Exhibit "B"; and WHEREAS, AVH received approvals for the Aspen Valley Hospital Master Plan Amendments from Pitkin County pursuant to Board of County Commissioner's -Resolutions 96-285, 97-82 and 97- 1.94, which are appended hereto' -as Exhibits "C", "D" and "E"; and REAS, the Aspen valley Hospital District Master Plate. and Amendments collectively constitute the "AVA Plan" which was approved by the Pitkin County Board of County Commissioners pursuant to an extensive public land use review process; and �. WHEREAS, portions of the AVH Plan have been developed by AVH, and certain parts of the AVH Plan have not yet been N1, X66 x �d.dl �it Cd � 63Si€,1 WHEREAS, the City is a home ru.Ie municipality of the State Of Colorado and is authorized to enter into this. Agreement pursuant to C.R.S. Section 31-12-121. ._ NOW, THEREFORE, in consideration of the mutual covenants contained herein, IT IS AGREED AS FOLLOWS: 1• ZONING OF ..ANNEXED PROPERTY. The parties agree that the Property annexed into the municipal boundaries will be zoned Public (PUB) and Residential Multi -Family (RMP) pursuant to Section 26.73.4,250 of the Aspda Land Use Code(r Code"). Upon annexation and zoning, AVH shall initiate a planning process and submit a Planned Unit Development -Plan pursuant to Section 26.445 of the Code. The Planned Unit Development Plan will guide the long-term development of the AVH campus. • SUBSTANCE ABUSE FACILITY PROGRAMS, If the citizens or a majority of the full City Council, of .Aspen, an conjunction with the involvement of AVH, approve of the need, plan, and funding for a facility or program to address the community's substance abuse problems, AVH,and the. City of Aspen will be full partners in developing, reviewing, and funding ( to include in- ,kind land donation)- any substance abuse facility or program. 3. CASTLE CRERK RDAD DOOLITTLL DRIVE INTERSECTION. AVH will contribute a one --time capital expense to pay -for one-half of the actual cost of retrofitting the Castle Creek Road/Doolittle Drive intersection, not to exceed $100,00o.00. Said sum shall be paid within thirty (30) days of the substantial comDleti nn of 4 • CITY EMPLOYEES HEALTH :ENSIIRANCEDISCOUNT . AVH agrees to extend to City employees a discount equal to fifteen percent (15%) of AVH charges. This offer will be in effect for ten (10) consecutive years subsequent to the effective date of annexation: 5- SEALTH EDUCATION SERVICES PROVIDED BY AVH. (a) Health Fairs. AVH will commit to three (3) health fairs per year. Two (2) health fairs will be in Aspen (one dedicated entirely to citizens 85 and older), and one will be in Rasalt_ The health fairs'will.offer a variety of screening tests and educational information, all for free or at EON G I li i I li illi 111111111 HilT1111 X2124/2003 09:54A SILVIA DAVIS PfTKIN COUNTY CO R 156.00 b 0-00 a tremendous discount (examples include IDT boasters, blood chemistries, CBCs, glaucoma checks, colorectal kits, bone density tests, peak flow/oximetry, skin cancer checks, knee exams, foot exams, blood pressure checks, vision and hearing testing, and educational booths on topics such as nutrition, breast health, heart health, and bike fitting). (b) Educational Seminars. AVH will commit to at least five (5) free educational seminars on general or specific health topics (examples include facts about hormone replacement therapy, living with asthma, Joint disease, women's cancers, the aging process, common ear, nose and throat problems, etc.). 6. APPROVED AVH PLAN. The AVH Plan approved by the Pitkin County -Board of County Commissioners is based upon: (a) 1989 Aspen Valley Hospital. District Master Plan approved pursuant to the Pitkin County Board of County Commissioner's Resolution 89-79, which is appended hereto as Exhibit "B"; (b) 1996 Aspen Valley Hospital District Master Plan Amendment approved pursuant to Pitkin County Board of County Coiiimissi.oner's Resolution 96-285, which is appended hereto as Exhibit "C" ; and. (c) 1997 Aspen Valley Hospital District Master Plana Amendments approved pursuant to Pitkin County Board of County commissioner's Resolutions 97-82 and 97-194, which are appended hereto as Exhibits "D" and "B" 7. APPROVED AVH PLAN DEVELOPMENT-E=ITLMC9XTS BASED 'ON_ PITKIN COUNTY LAND USE APPROVALS. Portions of the AVH Plan have been developed. The following°AVH Plan components have not been developed: (a) Expansion of Cafeteria and Kitchen (1989 Plan); (b)- Development of space .for Business Functions (1989 Plan) ; (c) Development of Additional Space for Shops, Laundry, and ,Storage (1989 Plan); (d) Relocation' of Helipad (1989 Plan); -3- [ 11111111111111111111111111 #1!11111111! 1111111111111111 1z/2a,ZO03 09: 54A SILVIA DAVIS PITKIN COUNT -Y co R 356.00 b 0.00 (e) Development of the majority of 5,500 square feet of additional floor area planned for the expansion of the Emergency Room, a new Operating Room, expanded Lab, and a new Physical Therapy Wing (1995 Plan Amendment); (f) Internal remodel of the Hospital (1996 Plan Amendment) ; (g) Development of a 22,800 square foot Medical Office Building (1997 Plan Amehi dment) ; and (h) Development of a 1.7,970 square foot Underground Parking Structure (1997 Plan Amendment). 8. Ave INTERIM IMPROVEMENT :'LAN APPROVED -BY THE'CZTY OF ASPEN. The following construction projects may be developed by AVH pursuant to and in Compliance -with the County approvals as part of the AVH interim Improvement Plan prior to the approval of the new AVH Planned Unit Development Plan: (a) Develop 4,100 square feet of additional floor area for -a Physical Therapy and Cardlac Rehabilitation Unit and 2;000 square feet of' additional floox area for a Patient' Care Unit (PCU) addition; and (b) Internal remodel of hospital_ 9. ZONING SCHEDULE. Upon execution by the parties of this Agreement, the City shall initiate and complete zoning of the Annexed Property, I.O. AVE OBLIGATION. AVH hereby agrees not -to petition the City to de -annex, provided all of the terms and conditions of this Agreement are met. AVh will, not seek relief as an "essential public facility exemption" from City of Aspen planning and building fees. AVH will be responsible for and pay its City of Aspen planning and building fees. 11. CITYIS OBLIGATION. The parties ackiiowledge that annexation and zoning are subject to the plenary legislative discretion of the City Council of Aspen and the rights of referendum and initiative reserved unto citizens. No assurance of zoning has been made and relied on by AVH. -4- IN1P2a/24/2ge 0 019.544 5TLVIA Dm Is PITKIN COUNTY Co R 156.00 () $,80 12. WAIVER. A waiver by any party to this Agreement of the breach of any term or provision of this Agreement shall not operate or be construed as a waiver of any subsequent breach by either party. 13. BINDING EFFECT_ The parties hereto agree that this Agreement, by its terms, shall be binding upon the successors, heirs, legal representatives, and assigns thereof, and shall constitute covenants running with the. Annexed-Progerty. In the event that all or part of the'Annexed.Property is sold, transferred, or otherwise conveyed to additional or multiple parties, all owners shall be J6intly and severally responsible for all terms, conditions, and obligations set forth in this Agreement. 14. No THIRD PARTY BEFI ENCIARIES. It is expressly understood and agreed that enforcement of the terms and conditions of this Agreement, and all rights of action relating to such enforcement, shall be strictly reserved to the City, and AVH and nothing contained in this Agreement shall give or allow any such claim or right of action by any other third person on such Agreement. it is the express intention of the City and AVH that any person other than the City or AVH receiving services or benefits under this Agreement shall be deemed to e an incidental beneficiary only. . 15. GOVIMNING LAST AND ENFORCE . This Agreement shall be governed by the laws of the State of Colorado. The parties agree and acknowledge that this Agreement may be enforced at law or in equity. In addition to any other available remedies, it is understood and agreed that the City may withhold or revoke any permits or certificates, including but not limited to building permits and certificates of occupancy, for any lot within the Annexed Property in;the event of a breach of this Agreement by the AVH. 16. ADDITIONAL DOCUMENTS OR ACTION. The parties agree to execute any additional documents or.take any additional action that is necessary to carry out;this Agreement. 17. EXECUTION IN COUNTERPARTS. This Agreement may be executed in se'v'eral counterparts, each of which shall be deemed an original and all of which shall constitute but one and the same instrument. I AIR [fill 11111111 IIF 1111111111111111111111111111111111 12/24/2063 09: 54A SILVIA DAVIS PITKIN COUNTY CO R 156.00 D 0 00 18. PARAGRAPH CAPTIQNS_ The captions of the paragraphs are set forth only for the convenience and reference of the parties and are not intended in any way to define, limit or describe the scope or intent of this Agreement. 19. INTEGRATION AND Ab�N WWFM : This Agreement represents the entire agreement between the parties and there are no oral or collateral agreements or understandings. This Agreement may be amended only by an instrument in writing signed by the parties. 20. ASSIGNMENT,. All or part of the obligations or responsibilities set f.orth in this Agreement shall not be assigned by AvH without the: express written consent of the City. 21. SEVSRABILITY. Invalidation of any of the provisions of this Agreement or any paragraph sentence, clause, phrase, or word herein or the application thereof in any given circumstance shall not affect the validity .of any other provision of this Agreement. 22. RBCORDATIoN OF AGRB�NT. This Agreement shall be recorded by the city with the Clerk and Recorder's office of Pitkin4 County. AVH shall pay: --the_. reasonable cost of recordation of this Agreement - 23. INCORPORATION OF EXHIBITS_ Unless otherwise stated in this Agreement, exhibits referenced in this Agreement shall be incorporated into this Agreement for all purposes. 24. ACTIONS AGAINST ANNEXATION. In the event that any person, corporation, special districts municipal or county government, or any other entity asserts any claim against the City, its officials, or employees pursuant to the provisions of the Colorado Municipal Annexation Act, C.R.S_ 531 -12 -Ian. -et. sea., AVH acknowledges and understands that the City may, at its sole discretion, voluntarily elect not to defend against such an action, and may consent to and permit the entry by the court of an order voiding the annexation or reach another means of settlement of claims. in such an event, -this Agreement shall become null, and ' void . IN WIT"SS WHERHOR , the parties hereto have executed this Agreement as of the date first above written. -6- P2//24/Z903 09?549 SILVIR DAVIS PITKIN COUNTY CO R 156.00 B 0.06 Attest: Y19k C" City Clerk APPROVED% AS TO. FORM By citl Attorney STATE OF COLORADO } ) ss- COi-mTrry 47 PITKTN ) /1tae for oing instrument was ackn dged before me this c .y o f 2 0 0 3, by ZW9-!� . a h� WFf" wITNESs any hand and of f icial seal:� my commission expires: -'5"i Notary ilublic S'K'ATE OF COLORADO} Y F f ' )ss. f CQUNTY OF PITIZT_N ) CITY OF ASPEN, a munici I c© oration By ASPEN VALLEY HOSPITAL ntST tCT E The foregoing instrument was acknowledged before me this w%4 day of 2003., by _ rs Baca MIk— - -.- as of THE'CITY OF ASPEN, a Colorado municipal corporation. WITNESS my hand and of ficial seal- My eal._My commission expires: ' - Notary Public - - - - Ry P/' C,tC3.ieats\AVA\annexati.0n agr.wpd _7- . TARA1 L ' :O'®RAIAG ; • TOM c'uo- Lamont Planning ices, LLC 725 Melissa Lane Carbondole, CO 8 / 623 January 30, 2006 Ms. Joyce Ailgaier Assistant Director Aspen Community Development Department City of Aspen 130 South Galena Street Aspen, CO 81611 Re: Aspen Valley Hospital's Entitled 6,100 Square Feet per Ordinance 38, Series of 2003 Dear Joyce, As a representative of Aspen Valley Hospital l submit this letter seeking a determination regarding the ultimate use of 6,100 square feet of additional floor area that was entitled to the Hospital during their annexation process with the City of Aspen. As part of the pre -annexation agreement the Hospital committed to undertake a master plan effort and submit a Planned Unit Development application prior to considering any future expansions on Hospital property. Also as part of the pre- annexation agreement, the Hospital requested the ability to use up to 6,100 square feet of floor area for various pressing needs prior to submitting a PUD application. The Hospital had received a previous approval from Pitkin County to expand the Hospital up to 6,100 square feet. Staff's memo and Ordinance 38 specifically states: 4,100 square feet is necessary for physical therapy and cardiac rehabilitation unit 2,000 square feet is necessary for the patient care unit At this point in time the Hospital has begun the extensive program evaluation and other analyses necessary to begin a master plan process and PUD submittal. Obviously, this type of master planning effort was delayed due to staff change over and other hurdles the Hospital confronted after their annexation into the City. In the meantime the Hospital would like to pursue the use of the 6,100 square feet but wants to focus the 6,100 square feet exclusively on improvement to their Patient Care Unit and perhaps the Obstetrics unit. Although improvements to the OB unit are still being analyzed it is safe to assume that the entitled square footage will be used in either areas and will fit within the full build out scenario. p: 970. 963. 8434 e:IIamont@)sopris.net c:970.948.1357 AVH Clarification letter - January 34, 2006 Therefore, this request seeks to clarify that the Hospital may prepare plans and submit a building permit application for up to 6.100 square feet of additional floor area that will be used for either improvements to the Patient Care Unit or Obstetrics and that an amendment to Ordinance 38, Series of 2003 or the pre -annexation agreement is unnecessary for this revised use of the 6,100 square feet. The additional floor area and its specific use will be defined in the building permit application. Attached for your review is Ordinance 30, Series of 2003 which approved the annexation, Ordinance 38, Series of 2003 which amended the official zone district map in response to the annexation and references the 6,100 square feet. The staff memo that accompanied the Ordinance is also included for your reference as well as the pre -annexation agreement. Joyce, the Aspen Valley Hospital Board of Directors is considering this subject and the master plan effort at their February 13, 2006 Board meeting. 1 would appreciate Community Development approval of this clarification by February 4, 2006 so l may prepare for that meeting. Please return a copy of this signed letter to me for my files. Finally, as the master plan discussion as not been publicly discussed 1 would appreciate your discretion in this matter. Thank you for your timely response, t Leslie Lamont 1 do hereby approve of Aspen Valley Hospital's ability to use 6,100 square feet of additional floor area for improvements to either the Patient Care Unit or Obstetrics and the Hospital may apply for a building permit based upon this clarification. The actual square footage applied to each use will be identified in the building permit application and all other standards and review criteria that typically apply to the building permit submittals shall not be waived by this clarification. MI Chris Bendon, Director Community Development Department, City of Aspen THE CITY OE ASPEN Parks Office 920-5120 Fax 920-5128 FOR PARKS USE ONLY Received: Permit No. 2006- Responded- Building Pemvt No. f 1 I' np�li c�hle) Fees Paid: Check u/Cash: $75.0.0 is due with submittal of Permit Please snake the check payable to: City of Aspen Int TREE REMOVAL PERMIT APPLICATION The following is an outline to assist in the preparation of a tree removal permit. 1) Ouiline/Sketch/Drawing of property to include.: (please attach I copy) a) Property address. b) Property boundaries. .c) Locations of buildings on the property. d) Location, diameter, and species of trees-on .property and designate with arrows or circles which trees are to be removed. 2)' Site address 0401 Castle Creek Road, Aspen, CO 81°611 3) List. trees to be removed, species and diameter at 4.5' above gr de.. See attached Tree Removal Permit Plan al"d Tree Inventory Spreadsheet 4) Reason for Removal Construction of Obstetrics Addition/Expansion 5) Mitigation Plan (relocation of trees or replacement of comparable worth trees as referenced in Aspen Municipal Code Sec. 13.2.0:(e)). Add to Property Drawing. a) Location of replacement/relocation trees. b) Size and species of trees to be replaced. Mitigation will be accommodated in PUD process, subject to Parks Department approval. 6) Completion Date of Project July 2008 7). Person responsible for project (applicant): Stephen Selby, Project Manager Property Owner 0401 Castle Creek Road Address & Phone Number Owner Si Richard E. Wolfe Name ofArchitect or Construction Representative 970-544-1379 Heery-HLM Design 720-546-0276 12/18106 Date name of Representative Phone Number 12118/06 Date THIS DOCUMENT MUST BE POSTED ON THE PROPEFZTY DURING REMOVAL Based on the anticipated timelines of the construction of the Obstetrics Department Expansion and the PUD process, Zone (1) will require interim planting to provide appropriate erosion and weed control; this work will be completed as a part of the OB construction. Zone (2) provides an appropriate receiver site for spruce tree and gambel oak rootball transplants at the onset of the Obstetrics Department Expansion, as portions of this area can be accessed for transplant operations with a minimal amount of disturbance to existing vegetation. The number of the plants to be transplanted will be determined by the development team prior to commencement of construction; associated credits will be coordinated with the Aspen Parks Department. Zones (3) and (4) will provide receiver sites for transplanting operations and new plantings during future phases of construction, which are to be defined in the anticipated PUD submittal. Absent the completion of the PUD process, the tree mitigation will occur within the timeframe outlined below. NORDIC TRAIL EASEMENT: The Nordic trail will be realigned due to the impacts of the PUD development. The impacted areas are near the trail's intersection with Meadowood Drive and in the future location of the stormwater management basins on the northeastern portion of the site. The final layout and dedication are to be accommodated within the plat documents of the PUD recordation, which will formally describe the master plan layout of the site. The final revised trail layout will provide a comparable Nordic trail access through the site. MITIGATION/DEDICATION TIMELINE: The disturbance and implementation of Zone 1 will occur during the construction seasons of 2007.2008, with landscape installed by the next growing season after completion of the work. The design team anticipates the remaining three zones to be disturbed in the next phase of construction — the first phase of PUD improvements — during which the remaining mitigation deficits will likely be exceeded by applicable improvements. Based on the current rough timeline for the PUD, and the fact that the landscape installation will occur at the end of the construction period, we expect the mitigation work for the Obstetrics Department Expansion to be complete within five years of the completion of construction of the Obstetrics Department Expansion. If this portion of the mitigation is not complete due to abandonment or significant stalling of the PUD process, the hospital will pay the $90,317.78 or install plants as required by the Tree Removal Permit. Changes to the PUD schedule and subsequent changes to construction completion dates will likely impact the landscape/mitigation implementation timeline. The implications to the mitigation process of such schedule and timing changes will be coordinated with the Parks Department. The AVH team expects ongoing communication with the Parks Department during the construction of the Obstetrics Department Expansion and subsequent phases of construction as to be outlined in the future PUD submittal. Coordination items will include extents of construction disturbance, tree mitigation, revegetation, and trail access & alignment. 580 Main Street. Suite 110 ; Carbondale, CQ 86123 1 970.963.6523 I www.dhmdesign.corm ASPEN VALLY HOSPITAL (OBSTETRICS EXPANSION/ADDITION) TREE INVENTORYIREMVOAL MITIGATION 12/18/2006 REMOVE SURVEY POINT # NUMBER OF TREES TYPE OF TREE DIAMETER (IN.) MITIGATION VALUE x 13001 1 PINE 17 $8,620.87 x 13002 1 PINE 13 $5,041.27 x 13003 1 PINE 15.5 $7,166.66 x 13004 1 PINE 13.5 $5,436.52 x 13005 1 PINE 15 $6,711.75 x 13006 1 ASPEN 9 $2,416.23 x 13007 1 PINE 13.5 $5,436.52 x 13008 1 ASPEN 8 $1,909.12 x 13009 1 PINE 13 $5,041.27 x 13010 2 ASPEN 6.5 $1,260.32 x 13011 1 ASPEN 6 $1,073.88 x 13012 3 ASPEN 8 $1,909.12 x 13013 2 ASPEN 7.5 $1,677.94 13014 1 PINE 11 13015 1 PINE 12 13016 1 PINE 7 13017 1 PINE 12.5 13018 1 PINE 15 13019 1 PINE 8 13020 1 PINE 11 x 13022 4 OAK 7 5.5,3,4,4 $2,125.39 x 13023 1 DECIDUOUS 5 $745.75 13024 6 OAK 6 6,6,6,6,6,6 x 13025 3 OAK 8 3,3,5 $1,282.69 x 13026 2 OAK 5 5 $745.75 x 13029 11 OAK 1 6.5,7,6,3,4,5,6,9,9,8,5.5 $14,005.19 x 13030 2 OAK 2 5.5,5.5 $1,804.72 x 13031 2 OAK 3 7.5,4 $2,155.22 x 13032 9 OAK 4 5.5,4,4.5,5,5,5.5,3,3,6 $5,988.37 x 13033 1 DECIDUOUS 5 $745.75 x 13034 1 DECIDUOUS 6 $1,073.88 x 13035 1 DECIDUOUS 6 $1,073.88 13036 1 DECIDUOUS 6 13037 1 DECIDUOUS 6.5 x 13038 1 DECIDUOUS 6 $1,073.88 x 13039 1 DECIDUOUS 4.5 $604.06 x 13040 1 DECIDUOUS 3 $268.47 13041 1 DECIDUOUS 7 13042 1 DECIDUOUS 6.5 13043 1 DECIDUOUS 6 13044 1 DECIDUOUS 6 13045 1 DECIDUOUS 6 13046 1 DECIDUOUS 5.5 13047 1 DECIDUOUS 6 13048 1 DECIDUOUS 6 x 13049 1 DECIDUOUS 7 $1,461.67 13050 1 DECIDUOUS 7 13051 1 DECIDUOUS 6.5 13052 3 DECIDUOUS 4.5 x 13053 1 DECIDUOUS 7 $1,461.67 TOTAL MITIGATION VALUE = t $90,317.78] A S P E N V A L L E Y HOSPITAL - A -- Small enoigh to caret targe otough to heat February 6, 2007 Mr. Stephen Ellsperman City of Aspen Parks Department 130 S, Galena Street Aspen, CO 81611 Re: Aspen Valley Hospital Tree Mitigation Dear Stephen: This letter shall confirm the understanding reached between the City of Aspen Parks Department and Aspen Valley Hospital concerning tree mitigation required by the new Obstetrics Department expansion at the hospital. The Parks Department has graciously consented to defer the tree mmgatlon required by the expansion in the amount of $90,317.78 to a later date. This will enable the Hospital's Master Plan to go through the PUD process and allow for the tree mitigation to ba placed in the appropriate location given the future expansion. In the event the PUD has not been approved within five years of the completion of the Obstetrics Department expansion, the tree mitigation payment in the amount of $90,317.78 will be paid or replacement trees as depicted on DHM Designs memo dated Wit_, 2007, will bo planted. In the interim, Aspen Valley Hospital has agreed to allow the City to continue to utilize the existing Nordic Trail on Its property. As part of the PUD process, the Hospital hereby commits to discussing the placement of a comparable permanent Nordic trail easement on the final recorded PUD map. Sincerely, ASPEN LEY HOSPITAL Byr David essier q gr mp �4 1 i� 11,C] I$o X CD I I g p i t O i m 4 a z i e � t a _ 41u�rpi !R �tf � fS.y NApL�_ J Cl ti„�.. on Na4 uvO mV Oyp O � L p9 (\ mri TamLC 2- xmx Ct_Cnp �8iila m %2�� Yfim,.2`-i a•..p #Ox�.W.On��y Q-�¢j PI '� n �m> �T•m-- � Cm Wat fel ^ A^x�p �1'a Q Iii Nao $P 3 aSSnp Q z"pz ��a p nppp $ a �g zx5 �z�r"�'S�`D�}'zy�A O p- M a�mS Nap �GY Y� �ZAgv3 UImN�C 2y Q2�ZnOy;m AI$-yA�z$ Ym•'i 1 �m�i'��'$o$�-a� c F Ay i$gg$�Q'o Sian' 'im ii'"o �"v��n ozn �z om�a��iN �''4 H�K�� $��g $�e co� p4 nam om 9o��'$a g� Mss $ OFRm�T �$56,� rF _nm 49 m ti ip-2 z $' $= m s me� g:s mm mox >0 COD Hl O_-1 i8 ' '• - �IF -s m� a o ? v' - ai n IB is ��i,'la_ �•o�� � ICU' ASPEN VALLEY HOSPITAL NOISE ANALYSIS HELI -PAD RELOCATION Apd12007 Prepared by: Howard N- McGregor Registered Professional Engineer State of Colorado # 3928 engineereng dynamics me©r�sr�ted ED( Joh No. C3569 Page 1 of 15 3925 S. Kalarnath St., Englewood, Colorado 80110 • voice: 303-761-4367 a fax= 303-761-4375 e»gii�eetin riynarnics irrcorporofed I. INTRODUCTION It is planned to construct an expansion to the existing facilities at the Aspen Valley Hospital. Included in the expansion is the relocation of the existing ground level helicopter pad to one on the roof of the new building. Associated with the hospital expansion is the probability of an increase in helicopter service. On December 19th and 20th, 2008 noise monitoring instruments were located at several positions in the community surrounding the Aspen Valley Hospital_ The instruments measured and stored in their memory the decibel values, which were downloaded into a laptop computer after the tests were completed. Six of the instruments operated for about 20 hours and gave a good measure of the ambient noise level in the adjacent community when there were no helicopter operations. In addition, noise -monitoring instruments were used to measure the helicopter noise in a manner that could be correlated with the helicopter manufacturer's noise emission data. The helicopter was flown to simulate approaches and departures from a position at the western edge of the existing hospital building that approximated the location of the helipad to be on the yet to be constructed addition to the hospital. In addition, noise measurements were taken with the helicopter hovering at about 15 ft. over the existing ground level helipad. The helicopter used for the flight tests was a Bell Textron Model 412_ The helicopter is owned by the St. Mary's Hospital and Medical Center, Grand Junction, Colorado_ During all of the flight testing the helicopter was flown in accordance with FAA regulations and the manufacturer's approved operational procedures_ The Bell Textron Model 412 used for the flight tests described herein will only be used occasionally. Most of the helicopter operations at the hospital will be with a Bell Textron Model 208, which is 5 to 8 dB(A) quieter. It is anticipated that most of the approaches to and departures from the Aspen Valley Hospital will be along a northwestern flight track towards Carbondale and then towards Grand Junction or the Denver Metropolitan area. Flight tracks going over areas to the south of the hospital could occur when there are winds of sufficient velocity that would require the pilot to fly east over the hospital and then turn northwest for the approach to landing. The other factor that may affect flight tracks would be aircraft operations at Sardy Field. The Aspen Valley Hospital is within the Class D airspace of Sardy Field and accordingly any helicopter operations must be in contact with the Sardy Field Control Tower_ EDI Job No. C3569 Page 2 of 15 3925 S. Kalamatb St., Englewood, Colorado 80110 9 voice: 303-761-4367 . fax: 303-761-4379 � en�i�rteer�"rng - rlynamirs jint�rp'rnfed II. APPLICABLE LAWS OR ORDINANCES A. City of Aspen Chapter 18.04 of the Aspen Regulation, "Noise Abatement" and references therein are silent with respect to aircraft noise. B. State of Colorado The State of Colorado Noise Law, Colorado Revised Statutes, Volume 8, Titles 25-28, Article 12, Noise Abatement, Section 25-12-103(4) exempts aircraft. C. Example, City and County of Denver A private developer proposed to establish helicopter service from nearby airports such as DIA and Centennial to the Denver Convention Center Complex. The design concept was to construct several helicopter landing pads on the Convention Center Building. The City was concerned about the noise impact of helicopter operations upon adjacent businesses and residential properties along the approach and departure paths. Engineering Dynamics and personnel from the City and County of Denver Environmental Control Department set up noise monitoring locations to measure the noise of helicopter approaches and departures from the location on the roof of the Convention Center Building. The helicopter did not touch down because there was no landing pad but instead hovered several feet above the roof just as was done during the tests at the Aspen Valley Hospital. The helicopter was a Bell Textron 206 and has a published EPNL level of 88 dB(A), which is 6 dB(A) lower than the EPNL level of the Bell Textron 412 used during the flight tests at the Aspen Valley Hospital. Staff from the City and County of Denver Environmental Control Department stated that, "as long as the helicopter was not on the landing pad and in-flight, the City and County of Denver Noise Ordinance was not applicable and that the city could not enforce or restrict helicopter operations based upon noise emission. However, once the helicopter was setting on the pad it was then considered a stationary noise source and was subjected to the City's noise ordinance. In order to allow helicopter operations at the Convention Center it would require that City Council would have to amend, change or modify the City Noise Ordinance". As of the date of this report, no action regarding this matter has been taken by the City and County of Denver. EDI ,lob No. C3569 Page 3 of 15 3925 S. Kalarnath St., Englewood, Colorado 80110 * voice; 303-761-4367 s fax: 303-761-4379 III. TEST HELICOPTER A. Description Pratt and Whitney Type -------- Textron 412 N Number-------_-----N412SM Shaft Serial Number -------------35213 500hp each Aircraft Year -----------------1998 427 Registration Date ---------7127101 91.2 Certification Type ------Standard 89.0 88.5 Approved Operation ---------Transport 2303 � en�i»eeritt€� dynamics Incorporated Engines------_ -------- Pratt and Whitney Model---- ------ PT6 Series Type ---------------------Turbo Shaft Power----------------------- 500hp each Engine Code ---------------52033 427 B. Noise Emission Table III presents the noise emission levels for several models of Bell Textron helicopters. These aircraft were tested in accordance with the procedures and methods detailed in Part 36 of the United States Federal Air Regulations (FAR). Notes: 1. 2722kg (6000 lb) configuration 2_ 2880 kg (6350 ib) configuration 3_ Wheel gear configuration 4. Skid gear configuration Table Ill presents noise emission data for other helicopter types besides the Bell 412 used for the tests detailed in this report. The Bell 412 has the highest EPNdB level of all of the Bell series helicopters_ The Bell 412 is a civilian version of the U_ S. Army's Huey helicopter. The EPNdB levels presented in Table Ill were obtained during extensive and carefully controlled flight tests following the procedures detailed in FAR - 36 and can be used with a high degree of confidence. The noise levels presented in Table Ill were measured at sea level and decrease slowly with altitude. The attitude at the Aspen Valley Hospital is 7820 ft. above sea level and the aircraft noise is reduced by about 1 or 2 dB. The EPNL is a noise descriptor that was originally developed in the 1960s as a method of rating jet aircraft noise_ To quote Schultz (ref 1, pp33) "Effective Perceived Noise (EPNL) is a single number measure of the noise of a single aircraft ftyover that approximates laboratory annoyance responses"_ Starting in the early 1970s, Engineering Dynamics began measuring aircraft flyover noise at Centennial, Denver Stapleton, Denver International, Sardy Field and Colorado Springs Airports and found that the EPNL value is almost always about 14 dB higher than the measured maximum dB(A) value_ This is in dose agreement with the data presented by Schultz and other (Ref 1, pp 202). EDI Job No. 03569 Page 4 of 45 3925 S. Kalamath St., Englewood, Colorado 80110 9 voice: 303-761-4367 • fax: 303-761-4379 Table Ill Noise Levels of Bell Helicopters Certified Under FAR Part 36 LkMndix H Model(EPNdB) Effective Perceived Noise Level Flyover Takeoff Approach 206L-4 852 88.4 90.7 427 89.1 88.0 91.2 427z 89.0 88.5 912 2303 90.8 89.1 942 230 90.5 89.1 94.2 430 91.6 92.4 93.8 412SP 93.4 932 95.6 412HP 93.4 92.8 95.6 412EP 93.4 92.8 95.6 Notes: 1. 2722kg (6000 lb) configuration 2_ 2880 kg (6350 ib) configuration 3_ Wheel gear configuration 4. Skid gear configuration Table Ill presents noise emission data for other helicopter types besides the Bell 412 used for the tests detailed in this report. The Bell 412 has the highest EPNdB level of all of the Bell series helicopters_ The Bell 412 is a civilian version of the U_ S. Army's Huey helicopter. The EPNdB levels presented in Table Ill were obtained during extensive and carefully controlled flight tests following the procedures detailed in FAR - 36 and can be used with a high degree of confidence. The noise levels presented in Table Ill were measured at sea level and decrease slowly with altitude. The attitude at the Aspen Valley Hospital is 7820 ft. above sea level and the aircraft noise is reduced by about 1 or 2 dB. The EPNL is a noise descriptor that was originally developed in the 1960s as a method of rating jet aircraft noise_ To quote Schultz (ref 1, pp33) "Effective Perceived Noise (EPNL) is a single number measure of the noise of a single aircraft ftyover that approximates laboratory annoyance responses"_ Starting in the early 1970s, Engineering Dynamics began measuring aircraft flyover noise at Centennial, Denver Stapleton, Denver International, Sardy Field and Colorado Springs Airports and found that the EPNL value is almost always about 14 dB higher than the measured maximum dB(A) value_ This is in dose agreement with the data presented by Schultz and other (Ref 1, pp 202). EDI Job No. 03569 Page 4 of 45 3925 S. Kalamath St., Englewood, Colorado 80110 9 voice: 303-761-4367 • fax: 303-761-4379 edi...p.r.t.. e»giite�rrn� dynamics IV. FLIGHT TRACKS, DECEMBER 20, 2006 1. Approach from north (up valley) and landing on existing helipad Time: 11:30am 2. Hovering about 15 ft. above existing pad to simulate elevation at planned rooftop helipad. Helicopter hovered at four headings for about 30 seconds; east, north, west and south. Time: 11:47am 3. Departure to east Time: 11:50am 4. Approach and landing from east 5. Departure to east 6. Approach and landing from east 7. Departure to north 8. Approach from north 9. Departure to north and on to Grand Junction, end of flight tests_ Time: 12:10pm During these flight tests, the Bell Textron 412 helicopter was not fully loaded only carrying a normal fuel load and one pilot. If the helicopter had been fully loaded during departure then the time from liftoff to cruising altitude would have been increased and so would the noise level, which is estimated to be about 2 dB(A). In addition, the air temperature was about 35 degrees F. During the summer time temperatures as high as 80 degrees F can occur and two things then occur; first, the power of the engines is reduced and second the rotor blade angle must be increased. EDI ,lob No. C3569 Page 5 of 15 3925 S. Kalamath St., Englewood, Colorado 80110 9 voice: 303-761-4367 9 fax: 303-761-4379 edi,Ya',':o-i'cs endre,,"-d V. MEASUREMENT LOCATIONS Noise monitoring instruments were set at the following locations. Also, presented with this location information is the instrument type and serial number. 1. Site 1 In the vacant area directly across from residential unit 120 Twin Ridge Drive_ Quest Model M-39, sln 3569023 2. Site 2 Meadowwood Drive near Heather Ln_ Quest Model M-39, sln 3569027 3. Site 3 Meadowwood Drive near Primrose Path Quest Model M-39, s/n 3569029 4. Site 4 Bushes by residence on Laurel Ln. Quest Model M-39, s/n 3569430 5. Site 5 Northeast of church in open area_ Quest Model M-39, sln 3569031 6. Site 6 Adjacent to Highway 82 south of trail midway between Castle Creek Road and roundabout on Hwy 82 Quest Model M-39, sln 3569032 7. Site 7 In open area across from 205 Larkspur Lane. Quest Model 2940, sln CD021 8. Site 8 Gleneagle, by High School Quest Model 2900, sln CDE020009 9. Site 9 MAA Housing, at the end of Music School Road in area east of parking lot_ Quest Model 2900, sfn CD8020046 ED! Job No. 03569 Page 6 of 15 3925 S. Kalamath St., Englewood, Colorado 80110 . voice: 303-769-4367 e fax: 303-761-4379 Site #S O Asperl Gaff C. F20or" Site #& r= of Creek Rei Site #2 • Site #9 Tn Aspen Aspen Potary vattey parkFdfar1 0 Site #3 02007 N AVTEQ Or G) Site #1. e �r Site # <'i.} a��rtl��' Site #4 Vlatr €'1 r l i �t L� Site #7 t.D r �e+�[ C' Vj tj 'Z�- 2G07 MapOuest, inc 02007 N AVTEQ engineering dynamirs edlawrimrated V1. EXISTING NOISE ENVIRONMENT In order to address the effect of helicopter noise upon receptors in the areas around the Aspen Valley Hospital, one must first measure of the noise environment without any helicopter noise. This environment is referred to as the background or ambient noise level_ The effect or impact of helicopter noise can be addressed once the ambient or background noise level is known along with the increase in noise caused by the helicopter_ One method of describing the baseline or ambient noise level in a community is to use a statistical descriptor called the "exceedance level', which gives a decibel level, usually in dB(A), that is exceeded a given percentage of time during the entire measurement interval. For example, the 50"' percentile noise level means that half of the fime it was less, very similar to the "class average" where half of the class got a grade of 70 or better on the exam and the other half got less than 70. Table VI -1 presented the exceedance levels of the noise measured at sites 1 through 6. The time interval for all six of the baseline measurements, which started in the afternoon of Monday the 19"' until the morning of Tuesday the 20"` was about 21 hours_ It can be seen that at all of the sites the noise level is relatively high, for a small I% portion of the total time and is due to motor vehicle noise and other cultural sources. 50% of the time the noise levels range from 41 to 49 dB(A) except at Site 6, which was adjacent to Highway 82 where the level was higher, as would be expected. On the other hand, it can be seen that at Site 6, the noise environment is quite low, 31 dB(A) when there is no traffic on Highway 82_ The measured data shows that the noise environment in the area around the Aspen Valley Hospital is not pristine but is typical for an urban area. For comparison, measurements taken by E. D. I. at a campground close to the Ruedi Reservoir showed the 50% percentile to be in the 25 to 30 dB(A) range or subjectively about % to'/ as loud as the Aspen area. EDI Job No. 03569 Page 7 of 15 3925 S. Kalamath 5t., Englewood, Colorado 80110 • voice: 303-761-4367 • fax: 303-761-4379 Table VI -1 Noise Exceedance Levels at Sites 1 throe h 9 Site 1 % Exceedance Level 5% 10% 201/16 50% 90% 99% 1 66 52 51 50 46 40 39 2 69 55 50 45 41 38 37 3 61 53 50 48 47 45 44 4 59 i 52 50 47 42 38 38 5 61 57 54 53 49 42 41 6 66 61 59 57 51 32 31 The time interval for all six of the baseline measurements, which started in the afternoon of Monday the 19"' until the morning of Tuesday the 20"` was about 21 hours_ It can be seen that at all of the sites the noise level is relatively high, for a small I% portion of the total time and is due to motor vehicle noise and other cultural sources. 50% of the time the noise levels range from 41 to 49 dB(A) except at Site 6, which was adjacent to Highway 82 where the level was higher, as would be expected. On the other hand, it can be seen that at Site 6, the noise environment is quite low, 31 dB(A) when there is no traffic on Highway 82_ The measured data shows that the noise environment in the area around the Aspen Valley Hospital is not pristine but is typical for an urban area. For comparison, measurements taken by E. D. I. at a campground close to the Ruedi Reservoir showed the 50% percentile to be in the 25 to 30 dB(A) range or subjectively about % to'/ as loud as the Aspen area. EDI Job No. 03569 Page 7 of 15 3925 S. Kalamath 5t., Englewood, Colorado 80110 • voice: 303-761-4367 • fax: 303-761-4379 � errr�iireerin,� (��+lNliHfCS )irrec�rporate� VII. APPROACH, LANDING, HOVERING AND TIME HISTORY DATA Table Vi1 presents the noise levels that were measured just as the helicopter was touching down for landing, just when lifting off the pad and when performing the hovering maneuvers. The higher noise levels occurring during touch down are caused when the rotor blades are rapidly adjusted to zero lift_ The duration of this high noise level during touch down lasts for less than 5 seconds. This rapid rotor blade adjustment to zero lift is required to maintain stability of the helicopter. Table VII Noise Levels During Approach, Touchdown, Departure and Hovering. Measurement Point -100 It, from Center of Landing Pad Approach From Touchdown Departure To Hovering 15 ft_ North 73 d6 A - - -- North 80 dB A --- - -- North 72 dB A - - -- North 67 dB(A) --- --- -- North 69 dB(A)- - -- North 66 dBLA) -- - _- North 75 dB A - - -- North 78 dBLA) --- --- North 81 dB A - - -- North 82 dB(A) --- --- North 86 dB(A)- -- --- North 90 dB(A) --- -- -- North 91 dB(A) - --- -- - 112 dB(A)-- -- -- -- -- North 105 dB UA -- -- - North 108 dB(A)_ --- - -- West 100 dB A --- — South 96 dB A -- --- -- East 96 dB(A) -- - 92dBA - East 87 dB(A) -- — --- East 88 dB(A)-- -- East 92 dB(A) --- East 96 dB A --- -- East 99 dB A --- -- --- --- 107 dB(A) -- -- - --- 92 dB A) - 95 dB(N -- East 85 dB(A) -- --- East 88 dB(A)- --- East 92 dB(A)— East 97 dB(A)-- -- East 100 dB(A) --- - -- East 106 dB(A) -- - -- 108 dB(A)- - - - North 95 dB(A)-- --- -- North 92 dB(A)— North 81 dB(A) -- -- -- North 86 dB(A) -- -- - North 92 dB(A)-- - -- North 99 dB(A) - - --- -- 105 dB A --- --- --- -- North 97 dB(A)--- -- -- North 93 dB(A)-- EDI Job No. 03569 Page 8 of 15 3925 S. Kalarnath St., Englewood, Colorado 80110 9 voice: 303-761-4367 9 fax: 303-761-4379 engineeering dytrrrmics iacarporated During the hovering tests the dB(A) values presented in Table VII were the levels measured at 75 ft. from the center of the existing landing pad, next to the access road to the ambulance barn. The test helicopter was hovering at a height of 15 ft. above ground level. The pilot of the helicopter was instructed via aircraft radio frequency of 123-45 mhz to hold the 15 ft. height and to rotate and hold the helicopter at four headings, approximately north, south, east and west while the dB(A) levels were measured_ Measurements taken at Site 7, 8 and 9 were with instruments that measured and recorded the noise level in 1 -second increments. These data give a detailed picture of the instantaneous noise levels as the helicopter was flying the various fight tracks. Three figures are presented and a discussion of each follows. A. Figure 1 The Glen Eagle site is located on a small rise northeast of the construction area at the high school and about 3600 ft. from the Aspen Valley Hospital. The increase in noise level shown in Figure 1 as starting at 11:29am is that of the approaching helicopter and the touchdown at the existing ground level helipad at 11:33. There are two peaks in the noise, the first at 11:31 is the flyover of the helicopter producing a noise level of 76 dB(A). The second peak of 67 dB(A) at 11:32 is the noise of the helicopter descending and landing on the helipad. The helicopter remained on the pad until 11:50am at which time it hovered at about 15 ft. over the existing helipad at flour headings each 90 degrees apart During these four headings the noise level was a maximum of 108 dB(A) at a distance of about 100 ft. from the helicopter. It should be noted that this noise level of 108 dB(A)occurred when the helicopter was hovering with the exhaust of the engines pointing horizontally towards the sound level meter. After the hovering maneuvers, the helicopter did several approaches and departures, one of which was almost overhead and the noise level was 78 dB(A). B. Figure 2 The Larkspur site is located 1500 ft_ south southwest from the existing helicopter pad at the Aspen Valley Hospital. The site is higher than the existing pad by about 100 ft. About 200 ft. up the road from the site, there was a new building being constructed and the equipment at that location produced noise levels as high as 77 dB(A). This can be seen by comparing Figure 1 with Figure 2. Figure 1 clearly shows no helicopter noise from about 11:35 to 11:45. Conversely, Figure 2 shows the noise from the construction site during the same time interval. The helicopter approach and landing, starting at 11:29am, can be clearly seen in Figure 2 and reaches a maximum of 81 dB(A). During the hovering, departure and approach maneuvers the level reached 70 dB(A). C. Figure 3 The MMA site was 600 ft. from the existing Aspen Valley Hospital helipad. This was the closest site to the existing land pad and will also be the closest site to the planned helipad to be located on the roof of the hospital. The approach of the helicopter from the north at 11:29am can be seen in Figure 3 and the maximum sound level was 78 dB(A). During hovering maneuvers starting at 11:50am the levels were 72 dB(A) and during the approach and departure flight track levels ranging from 75 dB(A) to 82 dB(A) occurred. EDI Job No. 03569 Page 9 of 15 3925 S. Kalamath St., Englewood, Colorado 80110 9 voice: 303-761-4367 9 fax: 303-761-4379 edf-""d, pvrated 30 C) N w^ LO o Fn O LO C� L o to Q N LV N Time, Increments of 1 sec Measurements near the high school and about 200 to 300 ft. from construction activities. The first grouping of peaks in the noise started at about 11.29 and ending at about 11:34_ Then there is a period of no helicopter activity until about 11:50 when testing was resumed. The single peak of about 78 dB(A) occurred when the helicopter was departing the hospital area to the north, down valley. EDI Jab No. 03569 Page 10 of 15 3925 S. Kalamath St., Englewood, Colorado 30110 * voice: 303-761-4367 9 fax: 303-761-4379 � yl»eerim� gyacrmics frrr�sr�r�rted Figure 2: C3569 -21 90 T. _ i 80 _ _.-- —-------- — -- _ ._.... In - (D } m i J ' Sb : a I cs 50 - - c 40 I � 30 T f a Ln e) in o LO a Ln a LO o N N i7 c+7 'ct tl' u7 1p 9 O r Time, Increments of 1 sec Larkspur Lane site, southwest of hospital. Nearby construction activity results in numerous noise peaks. Actual helicopter noise is from 11:29 to 11:33 and then from about 11:50 to 12:02. All other events are construction activity noise. EDI Job No. C3569 Page 11 of 15 3925 S. Kalamath St., Englewood, Colorado 80110 • voice: 303-761-4367 • fax: 303-761-4379 Figure 3: 03569 -46 90 80 i m m 70 a 60 CO I � a a 50 0 W 40 � �:ngineerir�g dynamics irrrorporated 30 C) i o_ Wr CD L o LO Q LO o e - Time, Increments of 1 sec The MMA site and the closest to the hospital. The helicopter noise can be clearly seen starting at about 11:29 to 11:33 and then quiet until 11:51 to 12:02 when the helicopter left, going down valley and back to the hospital at Grand Junction. EDI Job No. 03569 Page 12 of 15 3925 S. Kalarnath 5t., Englewood, Colorado 80110 o voice: 303-761-4367 w fax, 303-761-4379 � e»giYeeering dynamics incorfwrated VIII. AUDIBILITY The measurements taken on Tuesday, December 20, 2006 show that the noise of the helicopter approaching or departing from the Aspen Valley Hospital will be audible. The zone of audibility is dependent upon the following: A. First, there is the footprint of the helicopter noise, which can be described as a moving noise contour, with each contour being identified with a certain decibel value_ This would be very similar to the noise contours around Sardy Field except that those contours, besides being fixed in location, represent the day/night average of all of the flights arriving and departing the airport, whereas the helicopter noise is a discrete event and cannot be averaged or smoothed out because there would be much fewer helicopter flights on a daily basis. Using the same mathematical model that is used to determine the noise contours around Sardy Field for the helicopter operations would result in a decibel value that would be too low and would not correlate with the subjective response to the noise. B. Second, there is a factor as to whether or not the receptor is outside or inside a residence. This is important because the sound insulation properties of typical residential construction is dependent upon the frequency content of the noise source. Helicopter noise is different than the noise produced by fixed wing aircraft because helicopter noise has the low frequency noise component caused by the rotor blades_ The sound insulation of a typical residence structure, which for fixed -wing aircraft is in the range of 30 to 35 dB reduction, whereas for helicopter noise, the value is 25 to 30 dB reduction due to the low frequency noise. C. Audibility of helicopter noise is also determined by the decibel level of the existing non -helicopter noise level occurring at the time of the helicopter fly -over. Table VIII -1 presents the decibel value for several sideline distances assuming the helicopter is at 500 ft. and 1000 ft. When the helicopter noise level is less than the ambient noise level it will become inaudible or barely audible. The data presented in Table VII -1 includes a small reduction due to air absorption at 4000 ft, 1 mile and 1.5 miles_ The data does not include any meteorological effects such as wind or temperature inversions that could be significant at these distances. Variations of f 10 dB(A) can occur at distances of 1 mile or greater due to wind alone. EDI Job No. 03569 Page 13 of 15 3926 S. Kalamath St., Englewood, Colorado 80110 * voice: 303-761-4367 * fax; 303-761-4379 Table VI 11-1 dB(A) Levels for Various Sideline Distance When the Helicopter is at 500 ft. and 1000 ft. Sideline Distance — ft_ 500 ft. 1000 ft - 0 79 73 500 76 72 1000 72 70 2000 66 66 4000 60 60 5280(l milej 57 57 7920(1-5 miles 50 50 The data presented in Table VII -1 includes a small reduction due to air absorption at 4000 ft, 1 mile and 1.5 miles_ The data does not include any meteorological effects such as wind or temperature inversions that could be significant at these distances. Variations of f 10 dB(A) can occur at distances of 1 mile or greater due to wind alone. EDI Job No. 03569 Page 13 of 15 3926 S. Kalamath St., Englewood, Colorado 80110 * voice: 303-761-4367 * fax; 303-761-4379 g; iyneering - drrartaics irtcorptrruted IX. FINDINGS A. Noise levels of 81 dB(A) will occur within 600 ft. of the planned Aspen Valley Hospital helipad. This noise level will only occur in the direction of the approach or departure flight track. In the direction opposite to the tight track, the noise will be about % as loud. B. Straight in approaches will result in the minimum exposure duration. Circling approaches will impact a greater surface area around the helipad. A circling approach will only be used when the wind is in excess of 15 mph and from a direction that precludes a straight -in approach. C. The Bell Textron 412 helicopter has the highest noise level and will be used only occasionally to service the Aspen Valley Hospital_ A smaller helicopter such as a Bell Textron 208 which is about 5 dB(A) quieter than the Bell Textron 412 will be used most of the time. A 5 dB(A) reductton in the noise emission reduces the noise footprint area of the Bell Textron 208 to 31 % of the Bell Textron 412. D. The measurement values presented herein especially those not next to the landing pad would be unchanged if the elevation (roof top location) of the pad was varied. Also, any horizontal change of 100 ft. or less to the north, south, east or west would not affect the noise levels. In other words, the exact location of the helipad on the hospital building roof will not affect the noise levels occurring in the surrounding community. EDI Job No. C3569 Page 14 of 15 3925 S. Kalamath St., Englewood, Colorado 80110 9 voice: 343-761-4367 ® fax: 303-7614379 di—o-d, �- �perr�teci X. DEFINITION OF NOISE DESCRIPTORS USED BY ACOUSTICAL ENGINEERS AND REFERENCES A. Decibel (dB) The logarithm to the base 10 of the ratio of the sound pressure divided by a reference pressure. The reference sound pressure is very small being about 0.000,000,002 pounds per square inch (psi). This logarithmic ratio is then multiplied by 20 to obtain decibels (dB). A sound pressure level of 174 dB is a sound pressure of 1 psi and occurs at about 2 ft_ to the side of the muzzle of a 30-06 rifle and can produce a permanent hearing loss in some individuals. The lower limit of hearing for the average person having normal hearing acuity is about 10 dB(A)_ A sound pressure level so low that the random motion of the air and water monocles with in the ear become a source of noise. B. A -Weighted Decibels (dB(A)) An adjustment to the sound pressure level by the use of electrical circuits in the sound level meter, which approximates the behavior or sensation of the human ear. The A -weighting drastically reduces the decibel value of low -frequency noise as does the human ear. C. Effective Perceived Noise Level -- EPNL A somewhat complicated mathematical procedure by which the relatively short duration noise produced by an aircraft flying overhead is converted into a decibel number that gives a measure of the loudness of the noise_ The EPNL is about 12 to 14 dB higher than the maximum dB(A) occurring when the aircraft noise is at its maximum level. D. FAA Federal Aviation Administration: an organization within the U. S. Commerce Department. E. FAR Federal Air Regulations: regulations, rules and administration publications relating to aircraft manufacturing, aircraft maintenance, aircraft inspections, flight operations, operator and pilot requirements and accident investigations. REFERENCES 1. Shultz, T..1_, "Community Noise Rating", Applied Science Publisher Ltd., 1972, ISBN: 0-55334-551-1. This reference is cited in this report. 2. Kolko B., "Noise", Penquin Group, 2006, ISBN: 0-670-03495-9. This reference is a most recently published book on noise, it is easy to read and presents acoustical theory in simplistic terms. 3. Fahy F., "Foundations of Engineering Acoustics", Elsevier Academic Press, 2001, ISBN: 0-12-247665-4. A book for those who want to learn about the mathematical details of engineering acoustics. ESE Job No. 03589 Page 15 of 15 3925 S. Kalamath St., Englewood, Colorado 80110 9 voice: 303-761-4367 • fax: 303-761-4379 TRANSPORTATION CONSULTANTS, INC. November 13, 2006 Mr. John Schied Aspen Valley Hospital 0401 Castle Creek Road Aspen, Colorado 81611 Dear John. LSC TRANSPORTATION CONSULTANTS, INC. 1589 York ,Street Denver, CO 80205 (303) 333-1105 FAX (303) 333-1107 E-mail: Isc@lscdenver.com Web Site: http://www.Isedenver.com Re: Aspen Valley Hospital Parking Analysis Aspen, Colorado (LSC #060420) We have completed our preliminary analysis of the peak parking demand on the Aspen Valley Hospital campus in order to determine an appropriate number of spaces to be provided for the proposed Hospital Master Plan. Our analysis included a parking space utilization survey conducted on July 12, 2006; a survey of the parking and travel patterns of hospital staff; development of parking generation rates for the existing campus as well as comparison to published parking generation rates; and application of parking generation rates to the proposed Master Plan building program to produce an estimate of spaces required under full development of the Master Plan. We have concluded that approxxnxtely ASO to 4Q0 parking spaces would rneet ,..pe pr prQj:eeted parking :demand.;::. The following summarizes our analysis. Parking Soace Utilization Counts A parking space utilization survey was conducted at the Aspen Valley Hospital campus on July 12, 2006. Figure 1 illustrates the parking sub -areas surveyed. Total spaces contained An the three. sub �:reas urere , Table 1 summarizes the parking activity by each sub -area shown in Figure 1. Parking demand peaked at 11:00 AM on July 12, 2006 with 163 vehicles parked or 88 percent of capacity. Hospital Staff Parking _Survey Parking/traffic questionnaires were distributed to the hospital staff in August, 2006. A total of 203 questionnaires was returned. The hospital administration estimated that 81 employees did not complete a questionnaire and that attheirbusxest,tirnes;there are_ 12 doctors and eight ambulance =personnel on site. Mr. John Schied Page 2 November 13, 2006 Graphs are enclosed with results from several questions. Questions were asked about mode of travel and work schedule. From the responses to these questions, spreadsheets (enclosed) were developed for drive alone/carpool respondents broken down by day of week and time of day. Note that 12 respondents did not report a work schedule. Wednesday was the busiest day, and 12:00 to 2:00 PM the busiest period when there were 90 drive alone and 22 car- poolers. Assuming that half of the carpoolers drove vehicles, then the peak parking demand would be 90 + 11 or 101 parked vehicles for the 191 staff who reported work schedules or 0.53 parked vehicle per staff employee. Parked vehicles were also related to the number of staff on site using the travel mode information. Of the 191 respondents who reported work schedules, the maximum number of employees on site was 134 which also occurred during the noon, Wednesday time period. The estimate of 101 parked vehicles for these staff resulted in 0.75 parked vehicles per on-site staff. The hospital administration estimates the current maximum employees on-site is 200 staff which results in 150 peak parked vehicles. This figure correlates well with our parking count conducted on Wednesday, July 12, 2006 of 163 vehicles, assuming there would be some staff absences due to vacation and sick days, with the other vehicles being patients and visitors. Master Plan Parking Projections In order to estimate peak parking demand for the Hospital Master Plan, estimates are needed on the maximum number of on-site employees, estimates of the medical office area demand, and an estimate of the spaces for patients and visitors. The Master Plan envisions about 29,000 square feet of medical office spaces. Parking Generation, 3" Edition, published by the Institute of Transportation Engineers, contains an estimate of 3.5 parked vehicles per 1,000 square feet of medical office space. At this rate, the 29,000 square feet of medical office space would require 102 parking spaces. The number of patient stations has been estimated at 162. Using a conservative factor of 0.75 parked vehicles per patient station yields a total of 122 spaces for patients and visitors. A summary of each of these components of parking demand is given in Table 2. The -total parking spaces requi . d are 372.' Allowing for a vacancy factor of five percent (to allow drivers to find spaces without unnecessary circulation) would yield a need for 3.92 parking spaces. Mr. John Schied Page 3 November 13, 2006 We trust this information will assist you in planning for the parking structure on the Aspen Valley Hospital campus. Respectfully submitted, LSC Transportation a Alex J. Ariniello, P.E., PTO AJA/wc Enclosures: Tables 1 and 2 Figure Graphs ycsmeo r.agy �°p �a s �66 49$2 IS/04 \ \ Server_0 \ file server \ LSC \ Projects\ 2006 \060420 \ Report \ P3 -AV H.wpd Table 1 Aspen Valley Hospital Aspen, Colorado Parking Lot Count (1) (November, 2006; LSC #060420) (1) Count of parked vehicles performed on July 12, 2006. Total Lot A Lot B Lot C Lots A -C Total Spaces 76 22 87 185 06:00 AM 4 5 5 14 09:00 AM 66 12 69 147 10:00 AM 72 11 74 157 11:00 AM 70 12 81 163 12:00 PM 66 10 85 161 01:00 PM 64 6 83 153 02:00 PM 67 10 86 163 03:00 PM 68 7 84 159 04:00 PM 58 8 81 147 06:00 PM 27 9 43 79 (1) Count of parked vehicles performed on July 12, 2006. 0 2$ \ e e / $ 2 ƒ / \ > ƒ kC14 0 co a) E .� L _ƒ c § $ � 2 / 2 CL k k k k o k h Q : � e $ $ 2 / � oV 2 D .2 � 9 \ a)2 S 0 ƒ2 a.2 Q > > > % � J 7 � § � ƒ ƒ ƒ � ® �� � ■ E \ C4 t @ O2 f © \ q �2U 6 ® 6 �70 �■ �� a M 2 �f 2 CLQCL 2 0 k § ) c /3 k o EL > » & ® / 2 a \ CL ± f f / 2» 2 2 f 3 m C14 0 M o t\E U) e = O //q f ) ( / cb z °E 2 E / ! cl m c & ca \ k Lik = D / 2 , 0 0 ( \/Coco \ / k LSC TRANSPORTATION CONSULTANTS, INC. 1889 York Street Denver, CO 80206 (303) 333-1105 FAX (303) 333-1107 E-mail: Isc@y1sedenver.com Web Site: http://www.Isedenver.com TRANSPORTATION CONSULTANTS, INC. November 13, 2006 Mr. John Schied Aspen Valley Hospital, 0401 Castle Creek Road Aspen, CO 81611 Re: Aspen Valley Hospital Master Plan Aspen, Colorado (LSC #060420) Dear Mr. Schied: -We are pleased to submit our Traffic impact Study for the proposed Aspen Valley Hospital development located in Aspen, Colorado. This study fh st provides a summary of the existing roadways and traffic volumes in the vicinity of the proposed development and a summary of planned improvements to the roadway system. Next, estimates are made of the amount and directional distribution of vehicular traffic likely to be generated. This information is then combined with projected future traffic volumes in the vicinity to evaluate the impact of the new development on the future roadway system and, where appropriate, to make recommendations for the required roadway improvements. We trust that our findings and recommendations will assist in the planning for the proposed Aspen Valley Hospital development. Please call us if we can be of further assistance. Respectfully submitted, LSC Transportation Alex J. Ariniello, AJA/LME/wc ;Server_0\file.server%, LSC \ Projmts�2006\060420\Report �RI-TOC Aspen Valley Hospitai.npd SECTION G Potential Traffic Mitigation Measures The following access recommendations and potential traffic mitigation measures are proposed: 1. The new access on Castle Creek Road, recommended to serve the new parking structure, should be constructed with a southbound right -turn deceleration lane. The service drive, proposed to be built north and west of the building, will facilitate circulation of service vehicles. 2. A new access on Castle Creek Road. Is recommended to separate the Hospital traffic from Doolittle Drive traffic (Scenario 2). Figure 11 illustrates the signing and striping improvements recommended for this new access. 3. We also understand that the Hospital has recently undertaken a number of new automobile disincentive measures including lower van pool fares and the establishment of a plan for implementing a parking permit program_ In addition, consideration is also being given to implementation of the following: Discounted bus passes and subsidized taxi cab fares. Possible gas stipends for car pool users along with other car pool incentives. ® Acquisition of bicycles to be used by Hospital staff for on- and off -campus errands. ® Additional vary pool(s). Establishment of a dial -a -nide program in coordination with others. ® Shuttle bus service to be coordinated with Aspen Highlands. Coordination with RFTA to improve bus service, particularly for down - valley residents who currently must travel into Aspen prior to accessing the campus via bus. Establishment of a future paid parking program. In our opinion, disincentive numbers 1, 7, and 8 are likely to result in the most significant reductions in auto usage. However, implementation of any of these programs can be expected to further reduce auto traffic associated within the Aspen Valley Hospital campus. Aspen VdUeg Hospital (LSC #060420) November 13, 2006 LSC Transportation Consultants, Inc. Page 22 Q) O Z U �r Q- Q � V � ® G Q cy- m F O =6 a November I3, 2006 SECTION H Summary and Conclusions Based on the analyses presented herein, the following summarizes our findings with respect to the proposed Aspen Valley Hospital expansion and remodel: The proposed expansion and remodel will add about 93,000 square feet of hospital space; 29,000 square feet of medical office space; and 3,600 square feet of meeting space. The proposed expansion is expected to generate 1,121 entering and 1,121 exiting vehicle -trips during an average weekday_ Of these, 110 would enter and 43 would exit during the morning peak -hour, whereas 55 and 129 would enter and exit during the everting peak -hour. 2. The directional distribution of project -generated traffic is such that approximately three percent of all traffic will be oriented to and from the south on Castle Creek Road; one percent will be oriented to and from the south on Doolittle Drive; five percent will be oriented to and from the west on Maroon Creek Road; 50 percent will be oriented to and from the north on SH 82; and 41 percent will be oriented to and from the south on SH 82. 3. All intersections are expected to operate at a very good Level of Service (LOS "B" or better) through Year 2026 for all movements during both morning and evening peak -hours with or without the addition of site -generated traffic. 4. A southbound right -turn deceleration lane should be constructed on Castle Creek Road at the neer access to the hospital parking garage. 5. Both access alternatives would create a similar impact to the surrounding road- way system. It is recommended that Alternative 2, with an additional access south of the existing access on Castle Creek Road, be implemented to improve bus and traffic circulation. 6. The traffic impacts of the proposed development are moderate, but can be easily accommodated by the adjacent roadway network. Aspen-VaLy Hosital LSC #060420 November ?3, 2006 LSC Transoortation Consultants. Inc. Page 24 February 6, 2008 Leslie Lamont Lamont planning Services, LLC 725 Melissa Lane Carbondale, Colorado 81623 RE: AVH snow storage area SE Job #26034.03 Dear Leslie: This letter was prepared at your request for an analysis of Aspen Valley Hospital's available open space areas for snow storage. Our estimates are based on our general observation of snowfall events during the past several years and are used to merely project snow storage needs for site development practices. Currently, the City of Aspen does not have design criteria for determining a required minimum snow storage place on a development parcel. Our prediction is used to define approximate design Parameters as explained below. • the average number of snowfall events in 24-hour period = 2 snow plow operations begin when snow depth = 2 to 3 inches • approximate snow volume generated = 71,600 cubic feet • the snow storage requirement is based on 40% volume reduction, resulting from compacted snow during removal of soft snow, and loading and unloading operations • total snow storage volume requirement = 71,600 x (100% - 40%) = 42,960 cubic feet This project can provide a total on-site storage volume of 153,044 cubic feet, primarily in the middle stormwater detention basin and landscaping pockets as designated on the site plan. Please do not hesitate to contact me if you have any questions or need clarification regarding this letter. Respectfully submitted, d Nick Adeh, P.E. Project Leader AVH Snow Storage Analysis -1 SoPRS ENGINEERING • LLC civil consultants 502 Main Street - Suite A3 • Carbondale, Co 81623 • (970) 704-0311 • Fax (970) 704-0313 October 19, 2007 Aspen Valley PUD Engineering Report The proposed PUD is located along the west side of Castle Creek Road, at its intersection with Doolittle Drive, in Aspen, Colorado. This report provides an assessment of the site, and recommendations for site development utilizing the existing public infrastructure that is within close proximity of the property. Introduction The Aspen Valley Hospital (AVH) was established on Parcel C of the Aspen Valley Hospital District Subdivision. This subdivision consists of parcels A and C totaling 22.987 acres of land, and is surrounded by urban and semi -rural neighborhoods. A partially piped small irrigation ditch carrying raw water from the City of Aspen raw water distribution line flows through the property and provides irrigation water for the open spaces. The relevant approvals for parcel C will allow development of the AVE expansions and a parking structure. This report is intended to address the basic infrastructure needs in order to construct the project. Water Supply Based on our evaluation of the site conditions surrounding this property and verification of the utilities, we have concluded that the existing 12" diameter water main which is capable of delivering an adequate supply of water for this development, is located under Castle Creek Road just east of the property. A new 8" water supply loop around the future expansion will be constructed to provide potable water to the entire facility and to deliver the fire flow demands. The future loop will replace an existing similarly sized line that is in conflict with the future building expansions. System delivery capacity is available for the proposed development project because the existing 12" water main is at the beginning of its route from the water treatment plant. From a fire protection standpoint, there will be fire hydrants along the new loop road proposed for the AVH campus to provide the necessary fire flows for this development. The utility plan in the submittal package shows the proposed water system delivery lines. Sanitary Sewer Wastewater flows from this development will be collected by an 8" gravity flow sewer line and conveyed to an existing sanitary sewer system under Castle Creek Road. The Aspen Consolidated Sanitation District (ACSD) sewer master plan suggests that adequate line capacity exists to receive and convey waste flows from this PUD. The utility plan in the submittal package shows the proposed wastewater system collection lines. SOPM ENGINEERING e LLC civil consultants 502 Mala Sheet Suite A3 Carbondale Colorado 81523 {970 704-0311 fax:(970)704-0313 October 19, 2007 Power Gas CATV and Tele hone The existing infrastructure under Castle Creek Road is capable of delivering Electric, gas, telephone, and cable TV services to this development, and access to all main lines is possible. These dry utility systems are also shown on the utility plans in the submittal package. Stormwater Management The existing site and most of the surrounding lands have remained rural; and the City of Aspen does not have a stormwater collection and conveyance system in this area. The site generates runoff sheet flows across the entire parcel. While a portion of the flow is dispersed through the ground by natural percolations, the remaining runoff is conveyed through an overland flow, and routed to the northwest comer of the property. The ground depressions at this location receive, detain, and disperse the runoff. Our proposed drainage mitigation system will consist of adequate overlot grading, a closed collection system, and a series of stormwater management ponds in the northwest quadrant of parcel C, together with enhanced landscaping treatments. The Site Improvements Plan shows the general layout of these drainage improvements. Access and Parkin Vehicular access to this development will be through improved and safety enhanced entrances at the existing access points on Castle Creek Road. This project proposes a new loop road that will terminate at the current main entry and the Castle Creek Terrace entry from Castle Creek Road. This project is effectively addressing the parking needs as an on-site traffic management criterion that results in no substantive traffic increase to the surrounding streets due to this development. A new multi-level parking structure in the PUD Plan set shows a detailed layout of these enhancements. Utility Service Providers We have received "Will Serve" letters from the following utility companies in support of this PUD: • Source Gas, for natural gas • Holy Cross Energy, for electricity • Qwest, for telephone service • Comcast, for cable TV service • Aspen Consolidated Sanitation District, for wastewater collection Conclusion We conclude that the proposed site meets the requirements of the City of Aspen by meeting the criteria established for development of public facilities. In summary, the infrastructure to support this development already exists and has the capacity to serve the lot. Soma ENGiNEERING ® LLC civil consultants 502 Main Street SuAe A3 Carbondale Colorado 81623 {970)704-0311 Fax ( 970) 704 -0 313 October 19. 2007 I believe our recommendations will adequately address the requirements of the PUD application and development application. Please feel free to call me if you have any further questions or if you need additional clarifications. Very Truly Yours, Sopris Engineering, LLC Nick Adeh. P.E. Project Leader AVH PUD -Eng Report -3 SopRis ENGINEERING ® LLC civil consultants 502 Main Street 5uile A3 Carbondale Colorado 81623 (970)704-0311 Fax -(97())7G4 -()3r3 Drainage and Erosion Control Report for Aspen Valley Hospital Aspen, Colorado Prepared for: John Schied Director of operations October 16, 2007 SopRis ENGINEERING • LLC civil -consultants 5502 Main Street • Suite A3 • Carbondale, CO 81623 • (970) 704-0311 • Fax (970) 704-0313 Table of Contents I. Narrative Site Description II. Proposed Site Grading PIan III. Drainage Design Criteria, Pre -Developed Site Runoff Calculations IV. Site Drainage Design V. Erosion and Sediment Transport Control VI. Conclusions VII. Storm Runoff Calculations - Capacity of Stormwater Structures and Detention VIII. Appendices A. Runoff coefficients for the pre -development site conditions B. Runoff coefficients for the post -development site conditions IX. Attachments 1. Aspen Rainfall Time -Intensity frequency Curves 2. Travel Time Velocity Graph Chart — 1985 Soil Conservation Service (Modified) X. Drainage Plans 1. Basin delineation plan 2. Drainage and stormwater management plan SopHis ENGINEERING • LLC civil conzu-I.ant, 5502 Main Street • Suite A3 • Carbondale, CO 81623 • (970) 704-0311 • Fax (970) 704-0313 Narrative Site Description The proposed project site is located in the City of Aspen, west of the Castle Creek Road. The site is bounded by Meadowood Drive on the north and west, Doolittle Drive on the south, and Castle Creek Road on the east. The total site drainage area of concern for the surface drainage study is 15.93 acres. The remaining areas of the property will not be impacted, and will be left undisturbed; and will continue to perform within their historic drainage patterns. The purpose of this report is to study the drainage impacts resulting from the existing building and the future additions to the Aspen Valley Hospital site. The total impervious surface of the site improvements is 7.14 acres. All other disturbed areas during construction will be re -vegetated to perform as open space. 11. Proposed Site Grading Plan Existing Conditions The offsite areas do not impact the site, and are comprised of low to high density residential parcels, a County public facility, and an existing paved parking lot. The topography around the site slopes to the north-northwest; and surface runoff is absorbed by vegetated open spaces, shallow ground depressions, and seasonally active irrigation swales. Ground slopes vary and range anywhere from 7.8% to 17.8% at different spots. Historically, storm runoff from the project and offsite areas has been intercepted by the open space and the roadside swales. The ground and the slopes are stable; and there is no sign of erosion on the slopes. There are no records of flooding in this area of the property from seasonal runoff over the slopes. Developed Conditions Sub -basins have been developed for the proposed project together with improvements to mitigate runoff throughout the study area. Offsite runoff patterns will remain undisturbed and will continue to flaw away from the site. 11I. Drainage Design Criteria, Pre -Developed Site Runoff Calculations a) Current Site Conditions Current site drainage consists of overland flows and seepage into the existing vegetated open space. All surrounding areas have similar drainage patterns; and there is no drainage collection system, nor has one been needed. Over the years, this repeated drainage flow pattern has been established. While this occurrence has been accepted as a pre-existing condition, the City has not planned any drainage collection and conveyance for this part of the community. This report is intended to identify and suggest a mitigation plan in an acceptable and manageable manner for any additional site -generated flows. b) Ceneral Criteria Drainage criteria for the project area are based on the City of Aspen design guidelines and civil engineering practices. The Rational method was used to calculate pre -development and post - development flows. Drainage calculations are included in a separate section of this report. SopHis ENGINEERING ® LLC civil consultants 5502 Main Street - Suite R3 - Carbondale, CO 81623 - (970) 704-0311 - Fax (970) 704-0313 c) Hydrologic Criteria The rational method (Q=CIA) was used to calculate flow rates for the storm events. The 10 -year storm was used in the storm frequency analysis. This event is also referred to as the initial storm. Peale runoff for the initial storm was determined, and used for drainage designs. IV. Site Drainage Design This site sits on moderate slopes, varying between 7.8% and 17.8%, making it possible to implement a reasonable drainage mitigation plan. Designing a drainage collection and conveyance system will provide the benefits of an on-site storm water management. V. Erosion and Sediment Transport Control The City's current practice standards provide parameters for mitigation of drainage waters and soil erosion activities relative to site development practices. Several measures have been proposed for this site that are reflected in the design package submitted to the City. Because of the topographical challenges within the areas surrounding this property, only certain best management practice (BMP) categories will apply to this site. These categories are primarily grouped for two stages of the development, Construction phase and Post -development phase; with the main emphasis on soil erosion and sediment transport. It is our opinion that proposed BMPs would function adequately if maintained and operated properly. We have listed the BMPs in the "Conclusions" section of this report. VI. Conclusions a) Preferred Drainage Mitigation Plan The ideal drainage system for this site will comprise runoff collection, conveyance, and diversion of flows into a forebay basin capable of intercepting the sediment, and sending the flows into a water quality enhancement pond. Final runoff will then be released to a wet retention pond to allow for further treatment and evaporation. The remaining runoff will gradually flow into a percolation channel. This drainage system is designed to receive and percolate the flows on-site. b) Erosion and Sediment Control Due to existing slopes in this parcel, the contractor must implement a two-tiered erosion and sediment control plan to address the soil erosions and to prevent property damages to adjacent and downstream properties. This two-tiered plan is explained below. Temporary Erosion Control During the Construction Phase This phase of the project will undergo various erosions resulting from uncovered ground, sediment transport triggered by surface runoff, and rainfalls. As a result of this erosion, the following BMPs must be undertaken as listed below. 1. The contractor must install an embedded silt fence around the disturbed soils in the low receiving ends of slopes. SOPRIs ENGINEERING • LLC civil consultants 5502 Main Street - Suite A3 - Carbondale, CO 81623 - (970) 704-0311 - Fax (970) 704-0313 2. Immediately following the clearing and grubbing, and lot grading, and prior to any construction work, the contractor must construct a sediment basin where the future storm water interception will be placed in order to collect sediments and stop it from spreading. 3. The contactor must ensure that the site is inspected every 14'h day; and silt deposits from behind the silt fencing and from the sediment pit are removed regularly to ensure full functioning of this erosion control system. These activities must be logged and be available at the site for inspection at all times. 4. The Contractor must install vehicle tracking pads (mud racks) at site entrance(s) to avoid mud tracking into the public right of way. 5. The contractor must place seed & mulch over disturbed cut and fill slopes, and water as necessary to establish temporary vegetative ground cover until landscaping is done. 6. The contractor must apply dust palliative material on non -vegetated exposed surfaces, and tarp over the construction trucks during material transport to avoid fugitive dust emissions. • Permanent Post Construction Erosion Control Final construction stages of work must follow a complete landscaping and ground covering task by permanently re -vegetating and covering bear grounds that will remain open space to avoid long-term soil erosion. This effort will reduce the risk of unnecessary clogging and failure of the drainage system. The following permanent BMPs' are proposed for this site: 1. Construct a terraced three -stage stormwater quality enhancement pond system and a percolation channel with emergency overflow into a roadside drainage Swale. This system will capture sediment and other suspended solids and floating debris to allow only cleaned runoff into the percolation channel. Refer to details at the end of this report. 2. Construct a rip -rapped outlet to perform as a level spreader from the percolation channel. The proposed Ievel spreader will also perform as an emergency overflow structure. This overflow structure is intended to avoid slope and bank erosions at controlled outlet point. VII. Storm Runoff calculations Using a runoff coefficient of 0.90 for impervious surfaces and 0.30 for landscaping, then the weighted coefficient is: Weighted C = [(pervious area)(0.30) + (impervious area)(0.90)](I/Basin Area) Calculations for runoff coefficients for the pre -development site conditions (existing conditions) are shown in Appendix -A of this report. The Pre -development runoff calculations were tabulated and are summarized in Table -I below. SOPRis ENGINEERING o- LLC civil consultants S502 Main Street - Suite A3 - Carbondale, CO 81623 - (970) 704-0311 - Fax (970) 704-0313 Table -1. Pre-Develonment Runoff (F_xistineConditions) Basin Info. Coefficient C Tc (Tov+T) min Rainfall Intensity Runoff Runoff 10 -Yr cfs Remarks 100 -Yr cfs Desig. Area acre 10 -yr Storm 100 -yr storm (InchMour) (lnchMaur) A 9.12 0.54 10 2.64 4.40 13.00 21.67 B 0.33 0.76 10 2.64 4.40 0.66 1.10 C 1.02 0.58 10 2.64 4.40 1.56 2.60 Self Contained D 4.41 0.20 10 1 2.64 4.40 2.33 9.31 E 2.35 0.48 1 10 1 2.64 1 4.40 1 2.98 1 4.96 Total Flow to Detention Ponds = areas A & D = 1 15.98 1 30.98 Similarly, calculations for runoff coefficients for the post -development site conditions (future conditions) are shown in Appendix -B in this report. The Post -development runoff calculations were tabulated and are summarized in Table -I below. Table -2. Post -Development Runoff (New building & site imnrovemenis) Basin Info. Coefficient Tc (Tov+Tr) C resin Rainfall I tensity Runoff Remarks aesig. Area acre 10 -yr storm (Inch/Hour) too -yr Storm (Inch/i-lour) 10 -Yr 100 -Yr cfs cfs A 9.12 0.73 10 2.64 4.40 17.58 29.29 B 0.33 0.79 10 2.64 4.40 0.69 1.16 Self Contained C 1.02 0.58 10 2.64 4.40 1.56 2.60 Self Contained D 4.41 0.20 10 2.64 4.40 2.33 3.89 E 2.35 0.52 1 10 2.64 4.40 3.23 5.38 Total f low to Detention Ponds = areas A & D = 1 19.91 1 33.18 As shown in Tbale-2 above, the entire master plan drainage area has been delineated into several sub -basins for proper mitigation of storm waters on-site. As a general practice, only the runoff from a l0 -year initial storm event is planned for mitigation, as explained in the following paragraphs. The flow volumes at inlet point into retention area from a l 0 -year storm event from Basins A and D are as calculated below: Q10_Yr = 19.91 cubic feet per second or 71,676 cubic feet for one hour continuous runoff duration. SOPRis ENGINEERING •LLC civil consultants 5502 Main Street - Suite A3 - Carbondale, CO 81623 - (970) 704-0311 - Fax (970) 704-0313 Therefore, we conclude that the runoff from an initial rainfall for a 60 -minute duration will generate 71,676 cubic feet of water. This runoff volume will be retained and percolated in the proposed on-site storm water quality management system. SopRis-ENGINEERING,o LLC <„l.on-su'llants S502 Main Street • Suite A3 • Carbondale, CO 81623 • (970) 704-0311 • Fax (970) 704-0313 VIII. Appendices Appendix A Pre -development Runoff Coefficients Appendix B Post -development Runoff Coefficients SopRis ENGINEERING • LLC civil consultants S502 Main Street • Suite A3 • Catbondale, CO 81623 • (970) 704-0311 • Fax (970) 704-0313 Appendix A Weighted C = [(pervious area)(0.20) + (impervious area)(0.90)](1/Basin Area) Runoff Coefficient for Pre -development Conditions - CA(Pre-Dev) _ [(4.76)(0.20) + (4.36)(090)1(1/9.12) = (0.95 + 3.92)(0.11) = 0.54 - CB(Pre-Dev) _ [(0.06)(0.20) + (0.27)(0.90)x(1/0.33) _ (0.01 + 0.24)(3.03) = 0.76 - CC(Pre_peY) _ (0.48)(0.20) + (0.54)(0.90)](1/1.02) _ (0.10 + 0.49)(0.98) = 0.58 - C©(Pre-Clev) _ (4.41)(0.20) + (0.00)(0.90) (l /4.41) _ (0.88 + 0.00)(0.23) = 0.20 - Cr(Pre-oev) =[(1.42)(0.20) + (0.93)(0.90)](1/2.35) _ (0.28 + 0.84)(0.43) = 0.48 SopRis ENGINEERING • LLC c.,l consultants S502 Main Street - Suite A3 - Carbondale, CO 81623 - (970) 704-0311 - Fax (970) 704-0313 Appendix B Weighted C = [(pervious area)(0.20) + (impervious area)(090)1(1/Basin Area) Runoff Coefficient for Post -development Conditions - CA(Post-Dev) = (2.20)(0.20) + (6.92)(0.90)](1/9.12) _ (0.44 + 6.23)(0.11) = 0.73 - CB(Post-oev) _ (0.06)(0.20) + (0.28)(0.90)](1/0.33) = (0.01 + 0.25)(3.03) = 0.79 (Self Contained) - CC(Post-Dev) = [(0.48)(0.20) + (0.54)(0.90)](1/1.02) = (0.10 + 0.49)(0.98) = 0.58 (Se►f Contained) - CD(Post-Dev) _ [(4.41)(0.20) + (0.00)(0.90)1(1/4.41) = (0.88 + 0.00)(0.23) = 0.20 - CE(POSI-NV) = [(1.30)(0.20) + (1.05)(0.90)1(1/2.35) _ (0.26 + 0.95)(0.43) = 0.52 SopRis ENGINEERING e LLC civil consultants S502 Main Street - Suite A3 - Carbondale, CO 81623 - (970) 704-0311 - Fax (970) 704-0313 IX. Attachments 1. Aspen Rainfall Time -Intensity Frequency Curves 2. Travel Time Velocity Graph Chart --- 1985 Soil Conservation Service (Modified) Sonis ENGINEERING • LLC civil - consultants S502 Main Street - Suite A3 • Carbondale, CO 81623 • (970) 704-0311 • Fax (970) 704-0313 4.00 0 t m t 3.00 W F a J a z a 2.00 1 00 CITY OF ASPEN STORM DRAINAGE CRITERIA TIME -INTENSITY FREQUENCY CURVES 0.00 1 0 10 20 30 40 s0 2 -YEAR — —5 -YEAR 10 -YEAR _T'_' 100 -YEAR STORM DURATION (minutes) VERSION: REFERENCE: CITY OF ASPEN 60 FIGURE - 3.1 CITY OF ASPEN STORM DRAINAGE CRITERIA TRAVEL TIME VELOCITY oo.o 900 a0 c 70.0 b0-a 5C 0 3� AGA 04 v 2`' € o 30 C, �w u a 0.0 c �QQo3 �o �4 O = Z Lo C.[ C.7-7 Q O CL e 0 Q 70 '�— E GLij P co i 0 �o O� mP a .a 4� �z 0-5 _ n d'In ` m rn o o ¢ c c o o 0 o c o c o 0 0 0 0 0 0 0 0 0- IN, v ui w h up c� o r o - � n VELOCITY IN FEET PER SECOND VERSION: August 3, 1999 REFERENCE . FIGURE C ENGI�E�ING Soil Conservotion Service, 1985 (Modified) UJ4.1 X. Drainage Plans I. Basin delineation plan 2. Drainage and stormwater management plan AVH Master Drainage Report -1 SOPRIs ENGINEERING • LLC civil consultants 5502 Main Street • Suite A3 • Carbondale, CO 81623 • (970) 704-0311 • Fax (970) 704-0313 6.w _ RAABI 'A' AREA -397,,35.6 S.F. PRE -DEV. IMP-,BS,711 S.F. PRE -DEV. PER -207,424.6 S.F. PROPOSED IMP -301,377.3 S.F: PROPOSED PER -95,756.3 SF. (ALL ft.OWS ROUTED TO PROPOSED POND) ._ TRAtL.-„ ECT T PRE BEY MIP 33d `- 1 - TRAIL-5NG.ECT ro - PRE -DEV PO -21,070.11 S:. OEPARTMENTAPP OVAL Y PARKS PROPOSED IMP -23,330.9 S.F. .... - .. PROPOSED PER -21,070.8 S.F. - -I EXISTING HOSPITAL \ APPROX. ROOF AREA=70,703± S.K. - O J PROPOSED HOSPITAL APPROX- ROOF - ,_, AREA -7 Of S.F. w AREA=130,570± 57 1�5 1 ARFA-inim-1 &F. PRE -DEV. PER -192,05.3 S.F. PROPOSED PER -182105.) S.F. rq EAS1NIG AMBULANCE PARKING GARAGE / APPROX ROOF AREA -1.915± SF. lk .. am �(2) PROPOSM AMBULANCEPARKNG PROPOSED DRYKLLS �- GARAGE-APPROIC ROOF AREA TO CAPTIJRE FLOWS FROM 4.3".4 SF. DRAINAGE BASIN '8' i ' 2SAREA-14,5, PRE -OEM. dA 746.7 SF. PREPER -2:7856 SF. PROPOSED _ " MM -1,,987.2 SF. PROPOSED PER -2,528.1 S.F. _ ELM ROUTED M2 MLS W LOCAITT3 9i AMBULANCE GARAGE PROPERTY LINE (T'rP) L� Nn nn TC' o��lFc1n1�1 GRAPHIC SCALE n ( IN FEET # 1 —" = 50 f1_ HALF SIZE CASTLE CREEDS ROAD w �(Rt MNNlennen.A {� fvsnNG 70' Iw6E DETEN71ON POYD ASPHALT TRAIL Z — _ . \ IO' ACCESS ROAD D FF OR MAWi[NAH(Y Cr COR®AY lu -657NG B1ISE PATH fOREBAY-APRROIOMA TF TO BE USED AS — - \ ` vo")ME1 9.800 C.F. - MAMTENANCF ACCESS CONCRETE BOTTOM ROAD 1 REPLACE DPSTINc RX } A05 4-794777T INV OUT -7946 !HV CkIT-7916 m _ j D 4 A I ww SPLLIWAY INV. 49.3 55.5 - i O f � PERCUiATk+r CHANNEL VOTW 7s r.r. e• HDPE - i h NVy- 0� O f I$j 4' DRY STAB( BOULL0 �$ OUTLET RISER MALL ry "T $TRUL.TEIRE 80 LF 24* HDPE OT PLATE FLOW CONTRLLL DE7EWIWW POK-APPROMWATE \ VOi LME -.?4,x10 C.F. I PROPOSED CE?RERLINE - 12' ADS IRRIGATION UNE , Or NCkMI ?RAA I .?M TELEPHONE 1 E)CSTNNG CENTFRLNNE LINE TO BE LOWERED 70 EF N"C TRAIL - ACCOWCOATE POWs '980 CITY OF ASPEN, COLORADO li ASPEN VALLEY HOSPITAL I: CONCEPTUAL PUD STORMNATER TREATMENT FACHM 'RIS ENrU;MtING. LLC. eoNsvLTA►ars CROSS—SEC 1ON 1' DES. JKS CK- NAA FILE NO SHEET 3 502 MAIN STREET, SUITE A3 1 CARBONDALE. CC 81623 (970) 704-0311 DR. JKS I DATE 14/19/6? 26034.03 OF 3 ! 970 E&STM GRADE On I 27 MAX RO DAYLIGHT FRG BauDEIe w VARIES SIDE SLOM ()IAK I:IJ SIDE aa -E'S VAJi4S FON NORDIC AR / FOREBA BOTTOM PROPOSED S. (lA AK 7 % (CON♦rRETE) DRY STACK � D TwN/ BOT7OM .. EL -7952 YRO .4. fU"AY RE IE1'NT1LW 60 ORAAE 4:1 PR£FT:RREO) 950 ANNNET. PERGHATTLIN C7N510E SLOPES VARE9 (MAK 4. Q 740 — !'V VERT SCALE: I'-10' ! h c r n mm 19 - a+OD STORMWATER STORAGE CROSS-SECTION A -A N-T.S. S+m WE GRAPHIC SCALE E TD N TC1P cr s m » r Lm (is nrr ) 11raA . 90 }L .ALE 512E CITY OF ASPEN, COLORADO li ASPEN VALLEY HOSPITAL I: CONCEPTUAL PUD STORMNATER TREATMENT FACHM 'RIS ENrU;MtING. LLC. eoNsvLTA►ars CROSS—SEC 1ON 1' DES. JKS CK- NAA FILE NO SHEET 3 502 MAIN STREET, SUITE A3 1 CARBONDALE. CC 81623 (970) 704-0311 DR. JKS I DATE 14/19/6? 26034.03 OF 3 ! Go otec HEPWORTH-PAWLAK GEOTECHNICAL. Hepworth-Pawlak Geotechnical, Inc_ 5020 County Road 154 Glenwood Springs, Colorado 83601 Phone: 970-945-7988 Fax: 970-945-8454 email: hpgeoghpgeotech.com GEOTECHNICAL ENGINEERING STUDY PROPOSED ASPEN VALLEY HOSPITAL BIPROVEMENTS 0401 CASTLE CREEK ROAD ASPEN, COLORADO JOS NO. 106 05.01 F.O. #D82235 AUGUST 17, 2006 PREPARED FOR: ASPEN VALLEY HOSPITAL ATTN: JOHN SHIED 0401 CASTLE CREEK ROAD ASPEN, COLORADO 81611 Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthorne 970-468-1989 TABLE OF CONTENTS PURPOSE AND SCOPE OF STUDY .... •............................. PROPOSED CONSTRUCTION .............. SITE CONDITIONS........................................................................................................ 2 - -FIELD FIELD EXPLORATION.................................................................................................- 2 - -SUBSURFACE SUBSURFACE CONDITIONS ....................... - FOUNDATION BEARING CONDITIONS...................................................................- 4 - -DESIGN DESIGN RECOMMENDATIONS .... ............................................. ................................. 4 - FOUNDATIONS ........................ ...........: - FOUNDATION AND RETAINING WALLS............................................................. 5 - FLOORSLABS........................................................................................................... 7 - UNDERDRAIN SYSTEM..........................................................................................- 7 - SITE GRADING - SURFACE DRAINAGE......................................................--•--------............................. 8 - PAVEMENT SECTIONS ................................... 9 - ITATIONS......---•.................................................................................................... 0-REF-LINILIMITATIONS 10 - ERENCES.........................................,................................................. REFERENCES... ...................................... I .......... ..................................... - 11 - FIGURE I - LOCATION OF EXPLORATORY BORINGS FIGURES 2 THROUGH 4 - LOGS OF EXPLORATORY BORINGS FIGURE 5 - LEGEND AND NOTES FIGURES b THROUGH I I - GRADATION TEST RESULTS TABLE I- SUMMARY OF LABORATORY TEST RESULTS PURPOSE AND SCOPE OF STUDY This report presents the results of a geotechnical engineering study for the proposed improvements to Aspen Valley Hospital located at 0401 Castle Creek Road, Aspen, Colorado. The project site is shown on Figure 1. The purpose of the study was to develop recommendations for the foundation, grading and pavement section designs. The study was conducted in accordance with our proposal for geotechnical engineering services to Aspen Valley Hospital dated May 3, 2006. We previously conducted geotechnical studies for foundation design of other hospital projects (Hepworth-Pawlak Geotechnical, 1997a and 1997b) that have been considered in the current study. A field exploration program consisting of exploratory borings was conducted to obtain information on the subsurface conditions. Samples of the subsoils obtained during the field exploration were tested in the laboratory to determine their classification and other engineering characteristics. The results of the field exploration and laboratory testing were analyzed to develop recommendations for foundation types, depths and allowable pressures for the proposed building foundations, grading design. and pavemezat sections. This report summarizes the data obtained during this study and presents our conclusions, design recommendations and other geotechnical engineering considerations based on the proposed construction and the subsurface conditions encountered. PROPOSED CONSTRUCTION The proposed improvements will include a single story Women's Center addition attached to the north side of the existing.building as shown on Figure 1. Ground floor will be slab -on -grade at the floor level of the existing building. Grading for the structure is assumed to be relatively minor with cut and fill depths between about 2 to 4 feet. We assume relatively light to moderate foundation loadings, typical of the proposed type of construction. The remaining improvements were conceptual at the time of our study and generally consist of parking, drives and roadways. The plans could include other Job No. ] 06 6541 G99tech P.O. #D82235 -2 - structures but their details and extent will not be available until the master planning is completed. If building loadings, location or grading plans change significantly from those described above, we should be notified to re-evaluate the recommendations contained in this report. SITE CONDITIONS The property is developed. with the existing hospital facilities, asphalt paved drives and parking and other facilities as shown on Figure 1. The terrain is somewhat irregular and gently to moderately sloping down to the northeast with about 50 feet of elevation difference across the study area. There has been some cut and fill grading for the current development. Vegetation consists of lawn with evergreen and aspen trees in landscaped areas and scrub oak, grass and weeds in native areas. The existing hospital building is single story masonry construction with a slab -on -grade floor. The building is apparently founded on shallow spread footings with no signs of settlement and distress -known to us. FIELD EXPLORATION The field exploration for the project was conducted between June 1 and July 18, 2006. Twenty-two exploratory borings were drilled generally at the designated locations shown on Figure 1 to evaluate the subsurface conditions. Borings 1 and 4, proposed at Castle Creek Road and Doolittle Drive, could not be drilled because they were located in the City right of way. The borings were advanced with 4 inch diameter continuous flight augers powered by track -mounted CME 45 and truck -mounted CME 45B drill rigs. The borings were logged by a representative of Hepworth-Pawlak Geotechnical, Inc. Samples of the subsoils were taken with I% inch and 2 inch T.D. spoon samplers. The samplers were driven into the subsoils at various depths with blows from a 140 pound. Job No. 106 0501 P.O. #17$2235 -3 - hammer falling 30 inches. This test is similar to the standard penetration test described by ASTM Method D-1586. The penetration resistance values are an indication of the relative density or consistency of the subsoils. Depths at which the samples were taken and the penetration resistance values are shown on the Logs of Exploratory Borings, Figures 2 through 4. The samples were returned to our laboratory for review by the project engineer and testing. SUBSURFACE CONDITIONS Graphic logs of the subsurface conditions encountered at the site are shown on Figures 2 through 4. The subsoils, below topsoil, pavement material or up to about 11'/ feet of mixed clay, sand, gravel and organics fill, consist mainly of medium dense to dense, silty to clayey sand and gravel with cobbles and scattered boulders to the drilled depths of typically 16 to 21 feet. Drilling in the dense granular soils with auger equipment was difficult due to the cobbles and boulders and drilling refusal was encountered in the deposit at almost all the borings. Occasional soft clay layers were encountered above the relatively dense granular soils. Laboratory testing performed on samples obtained from the borings included natural moisture content and density, gradation analyses and liquid and plastic limits. Results of gradation analyses performed on small diameter drive samples (minus 1'/2 inch fraction) of the coarse granular soils are shown on Figures 6 through 11. The laboratory testing is summarized in Table 1. Free water was encountered between depths of 7% to 14 feet in Borings 2, 12, 14 and 21, all located in the higher elevation, southwest part of the property at the time of drilling. When checked several days later, water levels in these borings were measured between depths of about 43/2 to 12 feet below ground surface. The remaining borings were dry at the time of drilling and when later checked.. The subsoils were typically slightly moist to moist and wet below the groundwater level. Some of the groundwater encountered in the borings could be perched or flowing in isolated seepage layers. Job No. I06 0501 GeM h P.O. ##D82235 -4 - FOUNDATION BEARING CONDITIONS Spread footings placed on the relatively dense, coarse granular soils with moderate bearing capacity and relatively low settlement risk are suitable for foundation support at the site. Existing fill and topsoil should be removed to provide bearing on the natural granular soils. It should be feasible to place the footings on compacted structural fill for lightly loaded structures with some increase in settlement risk and for limited fill depths. Excavation into the hillside at the southwest part of the site could encounter groundwater and require dewatering outside of footing areas. Relatively shallow excavations made in the remaining parts of the project site will apparently be dry based on the exploratory boring logs. We assume that the excavation cuts will be sloped back to a stable grade rather than shored to maintain stability. We should review the proposed grading plans for slope stability considerations when available. DESIGN RECOMMENDATIONS FOUNDATIONS Considering the subsurface conditions encountered in the exploratory borings and the nature of the proposed construction, we recommend the buildings be founded with spread footings bearing on the natural granular soils. The design and construction criteria presented below should be observed for a spread footing foundation system. 1 j Footings placed on the undisturbed natural granular soils should be designed for an allowable bearing pressure of 5,000 psf. Based on experience, we expect settlement of footings designed and constructed as discussed in this section will be less than 1 inch and possibly differential with respect to the existing structure. Footings placed on properly Job No, 106 0501 CZ&ech P.O. #D82235 -5 - constructed structural fill can be designed for an allowable bearing pressure of 3,000 psf 2) The footings should have a minimum width of 18 inches for continuous walls and 2 feet for isolated pads using 3,000 psf bearing pressure and a minimum width of 2 feet using 5;000 psf bearing pressure. 3) A Site Class C described in the 2003 International Building Code Table 1615.1.1 can be used for the seismic design. 4) Exterior footings and footings beneath unheated areas should be provided with adequate soil cover above their bearing elevation for frost protection. Placement of foundations at least 42 inches below exterior grade is . typically used in this area. 5) Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least .10 feet. Foundation walls acting as retaining structures should also be designed to resist lateral earth pressures as discussed in the "Foundation. and Retaining Walls" section of this report. 6) All existing fill, topsoil and any loose or disturbed soils should be removed and the footing bearing level extended down to the relatively dense natural granular soils. The exposed soils in footing area should then be moistened and compacted. If water seepage is encountered, the footing areas should be dewatered before concrete placement. 7) A representative of the geotechnical engineer should observe all footing excavations prior to concrete placement to evaluate bearing conditions. FOUNDATION AND RETAINING WALLS Foundation walls and retaining structures which are laterally supported and can be expected to undergo only a slight amount of deflection should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of at least 45 pct for backfill consisting of the on-site granular soils. Cantilevered retaining structures which are separate from the building and can be expected to deflect sufficiently to Job No. 106 0501 G99tech P.O. #D82235 -6 - mobilize the fall active earth pressure condition should be designed for a Iateral earth pressure computed on the basis of an equivalent fluid unit weight of at least 40 pcf for backfill consisting of the on-site granular soils. All foundation and retaining structures should be designed for appropriate hydrostatic and surcharge pressures such as adjacent footings, traffic, construction materials and equipment. The pressures recommended above assume drained conditions behind the walls and a horizontal backfill surface. The buildup of water behind a wall or an upward. sloping backfill surface will increase the lateral pressure imposed on a foundation wall or retaining structure. An underdrain should be provided to prevent hydrostatic pressure buildup behind walls. Backfill should be placed in uniform lifts and compacted to at least 90% of the maximum standard Proctor density at near optimum moisture content. Backfill in pavement and walkway areas should be compacted to at least 95% of the maximum standard Proctor density. Care should be taken not to overcompact the backfill or use large equipment near the wall, since this could cause excessive lateral pressure on the wall. Some settlement of deep foundation wall backfill should be expected, even if the material is placed correctly, and could result in distress to facilities constructed on the backfill. The lateral resistance of foundation or retaining wall footings will be a combination of the sliding resistance of the footing on the foundation materials and passive earth pressure against the side of the footing. Resistance to sliding at the bottoms of the footings can be calculated based on a coefficient of friction of 0.45. Passive pressure of compacted backfill against the sides of the footings can be calculated using an equivalent fluid unit weight of 400 pcf The coefficient of friction and passive pressure values recommended above assume ultimate soil strength. Suitable factors of safety should be included in the design to limit the strain which will occur at the ultimate strength, particularly in the case of passive resistance. Fill placed against the sides of the footings to resist lateral loads should be a granular material compacted to at least 95% of the maximum standard Proctor density at near optimum moisture content. Job No. 106 0501 P.O. #D82235 -7 - FLOOR SLABS The natural on-site soils, exclusive of topsoil, are suitable to support lightly to moderately loaded slab -on -grade construction. To reduce the effects of some differential movement, nonstructural floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor. slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on. experience and the intended slab use. A minimurn 4 inch layer of free -draining gravel should be placed beneath basement level slabs to facilitate drainage. This material should consist of minus 2 inch aggregate with at least 50% retained on the No. 4 sieve and less than -2%. passing the No. 200 sieve. All fill materials for support of floor slabs should be compacted to at least 95% of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of the on-site granular soils devoid of vegetation, topsoil and oversized rock. IJNDERDRAIN SYSTEM Free water was not encountered in the exploratory borings drilled throughout most of the project site but it has been our experience in mountainous areas that local perched groundwater can develop during times of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can create a perched condition. We recommend below -grade construction, such as retaining walls, crawlspace and basement areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. The drains should consist of drainpipe placed in the bottom of the wall backfill surrounded above the invert level with free -draining granular material. The drain should be placed at each level of excavation and at least I foot below lowest adjacent finish grade and sloped at a minimum I% to a suitable gravity outlet. Free -draining granular Job No. 105 0501 GtCF't P.O. #D82235 material used in the underdrain system should contain less than 2% passing the No. 200 sieve, less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel backfill should be at least 1 Meet deep. SITE GRADING The risk of construction -induced slope instability at the site appears low provided the cut and fill depths are limited. We assume the cut depths for below grade areas will not exceed one level, about 10 to 12 feet. Fills should be limited to about S to 10 feet deep, especially adjacent to steeper sloping areas. Embankment fills should be compacted to at least 95% of the maximum standard Proctor density near optimum moisture content. Prior to fill placement, the subgrade should be carefully prepared by removing all vegetation and topsoil and compacting tout least 95% of the maximum standard Proctor density. The fill should be benched into the portions of the hillside exceeding 20% grade. Permanent unretained cut and fill slopes should be graded at 2 horizontal to 1 vertical .or flatter and protected against erosion by revegetation or other means. The risk of slope instability will be increased if seepage is encountered in cuts and flatter slopes may be necessary. If seepage -is encountered in permanent cuts, an investigation should be conducted to determine if the seepage will adversely affect the cut stability. This office _-- - .-- --.._...should-review-site--grading plans- for -the -project prior to construction. SURFACE DRAINAGE The following drainage precautions should be observed during construction and maintained at all times after the structures have been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in Job No. 106 0501 G4v&bech P.o_ ##D82235 MGM pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 12 inches in the first 10 feet in unpaved areas and a minimum slope of 2.5 inches in the first 10 feet in paved areas. Free -draining wall backfill should be capped with about 2 feet of on- site soils to reduce surface water infiltration. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. PAVEMENT SECTIONS We understand that asphalt pavement will probably be used for the parking, drives and roadways. Traffic loadings for the pavement areas have not been provided. The subgrade soils encountered at the site are generally low plasticity, silty to clayey granular soils which are considered a relatively good support for pavement sections. Based on our experience, a granular subgrade, an IS kip EDLA in the range of to 10, a Regional Factor of 2.0 and a serviceability index of 2.0, we recommend the minimum pavement section thickness consist of 3 inches of asphalt on 8 inches for automobile only parking areas and 4 inches of asphalt on S inches of base course for on-site d-rives..The pavement section for Doolittle Drive and Castle Creek Road should be determined when traffic loadings and subgrade conditions have been determined. The asphalt should be a batched hot mix, approved by the engineer and placed and compacted to the project specifications. The base course should meet CDQT Class 6 specification. All base course and required subgrade fill should be compacted to at least 95% of the maximum. standard Proctor density within 2% of optimum moisture content. Required fill to establish design subgrade level can consist of the on-site granular soils or suitable imported granular soils approved by the geotechnical engineer. Prior to fill Job No. 106 0501 P.O. #D&2235 -la - placement the subgrade should be stripped of topsoil, existing fill and any clay soils, scarified to a.depth of 8 inches, adjusted to near optimum moisture content and compacted to at least 95% of standard Proctor density. In soft or wet areas, the subgrade may require drying or stabilization prior to fill placement. A geogrid and/or subexcavation and replacement with aggregate base soils may be needed for the stabilization. The subgrade should be proofrolled. Areas that deflect excessively should be corrected before placing pavement materials_ The subgrade improvements and placement and compaction of base and asphalt materials should be monitored on a regular basis by a representative of the geotechnical engineer. Once traffic.loadings are better known, we should review our pavement section recommendations. LD41TATIONS This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory borings drilled at the locations indicated on Figure 1, the proposed type of construction and our experience in the area. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory borings and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified so that re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to Job No. 106 0501n P.O. #D82235 -11 - verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. Respectfully Submitted, HEPWORTH - PAWLAK FRMI&TICAL, INC. Steven L. Pawl , P. '%rt+ 15222 1 • �oP Reviewed by: amel E, ardin, E_ SLP/ksw CC' HLM Design-Heery International — Atte: Rich Wolfe Sopris Engineering ---- Attn: Nick Adeh References: Hepworth-Pawlak Geotechnical, 1997a, Subsoil Study for Foundation Design, Proposed Additions, Aspen Valley Hospital, 0401 Castle Creek Road, Aspen, Colorado, report dated February 28, 2006, Job No_ 197 130. Hepworth-Pawlak Geotechnical, 1997b, Subsoil Study for Foundation Design, Proposed Vice Building Addition and Senior/Employee Housing, Aspen, Colorado,. dated November 4, 1997, Job No_ 197 560_ Job No, 146 0501 C�cPitEG�'1 P_0. #A82235 �� .. APPROXIMATE SCALE V=159 LEGEND: 71 Baring drilled for this study. Boring location staked by Sopris Engineering, but not drilled due to �_ Right -of -Way conflict. BORING 3 4 Boring drilled for previous study, e _ 2dated February 28, 1997, Job No. 197130. "~ • ' Boring drilled for previous study, BORING 1 dated November 4,1997, Job No. y ,4 197560, k k s� NOTE: Topographic survey provided BORING 23 LAM¢� 4 _ by Sopris Engineering. S BORING 22. ; 1 G 5 BORING 17 ' was r BORING 21 CENTE9... _ _ r E s � . ` nnrira„ RI \ t , ADM= \ WRING 1,8 NG 1B 'a- rxwnNG r INf`�15 � ASPM VALLEY HOSMAL BORINGS, ���` - 130MING 14 BORING 2MING 11 BORING 1 t i BORING I3 1� X41 p r M _ 0ORIN12 BOR G 7y` �, BORING 4 ter, SBO iNG $77,71 < > � y a BORING 5� BORING 2 SORING z 1060501 10- �tech LOCATION OF EXPLORATORY BORINGS I FIGURE 1 BORING 2 BORING 3 BORING 5 BORING 6 E LEV. = 8023' E LEl/_ = 8015' E LEV. = 8023' ELEV. = 8024' 0 .4 0 10 o" 28/15,16/2 10 ' 57 . a' • WC=4.1 a. . = 63%12 ' o' -200=31 ;. WC=2.9124/ 0`2516,2215+4=49WC=6.7-200-1fiTA 0 `• 15 'q 15 1956;3254 20 x..4_39 20 BORING 7 BORING 8 BORING 9 BORING 10 ELEV.= 8021' -200=255 D0 5 •�12/2 EM 2214 � 55112 1214 41/12 WC= 10.5 o:- DD=116. •. '•= -200=43 Q' 38/1.2 ;: 55//12 •�' 44/5 4/12 1912 WC=5.6 •• LL 85112 .4 lL 10 o" 28/15,16/2 10 ' 57 . a' • WC=4.1 a. . ' o' -200=31 0 `• 15 'q 15 1956;3254 20 20 BORING 7 BORING 8 BORING 9 BORING 10 ELEV.= 8021' ELEV:= 8015' ELEV. 8015' ELEV.= 8010` D0 EM 1214 9/6,14/3 25/6,30/4 11/12 WC= 10.5 o:- DD=116. •. '•= -200=43 Q' 38/1.2 ;: 55//12 •�' 44/5 4/12 WC=5.6 -200=27 LL=15 •" PI=1 •• ' ' LL 10 Q• 63112 • : �: 56112 `t 3016,5/D 10 0- Q• 15 Q' 2816,1713 15 +4-25 -200=37 20 Borings 1 and 4 were eliminated due to roadway right-of-way conflicts. 20 Note: Explanation of symbols is shown on Figure 5. 060501 (~� LOGS OF EXPLORATORY BORINGS Figure 2 N m u_ s Q. m D m m LL a II BORING 11 BORING 12 BORING 13 BORING 14 BORING 15 ELEV.= 8004' ELEV.= 8017' ELEV.= 8013' ELEV.= 8013' ELEV.= 8010' 0 BORING 19 BORING 20 ELEV.= 8009' ELEV.= 7984' 0 ELEV.= 8013' 15112 0 2016,22/4 816,1010 •- 23112 •• 7112 0 •WC=7.1 �• _ . WC=4..1 `` •�, NA28/12 •••; -� 4=48 -200=34 5112 48/12 6;3/0 •' -200=16 LL=17 8112 . WC=5.7+4=45 19/6,1715 .•.� PI=3 56 •. 35112 9/12 • k7, 21/6,1210 s WC=9.4 WC=15.2 200=57 a +�4=19 DD=114 0 9/12 • Q' 4 35112 -200=25 35/12 -200=40 56 - 14 77/12 WC=7.3 +4=33 200=30 15 3216,31/3 28/617/0 3215 m LL 10 , 1813 O 15 20 20 BORING 16 BORING 17 BORING 18 BORING 19 BORING 20 ELEV.= 8009' ELEV.= 7984' ELEV.= 8011' ELEV.= 8013' ELEV.= 8012' 0 0 NA28/12 5112 48/12 6;3/0 30/12WC=10.5 WC=5.7+4=45 k7, VNI5 200=57 a -200=235 9/12 • Q' 4 35112 35/12 /6 ax 17112 w . • PS 'Q. .� 8112 10 11/12 � 58/12 68/12 18112 10 WC�15.1:•• WC=7.6 :: WC=11.0 DD --92 4` #4=24 • ,s -+4=25 -200=56 -200=39 -200=40 15 � • 2916,3215 50/3 b 50/6 15 �••® 20 o ' 501520 j Note. Explanation of symbols is shown on Figure 5. S H 1060501 ���h LOGS OF EXPLORATORY BORINGS Figure 3 n 5 10 BORING 21 BORING 22 BORING 23 BORING 24 ELEV,= 8000' ELEV.= 8002' ELEV.= 8005' ELEV.= 7987' 20 25 4/12 9/12 NC=12.3 )D=126 200=48 017 WC=5.1 ++4=36 -200=29 10/6 ,i 60/4 30/12 a 50/2 Note: Explanation of symbols is shown on Figure 5. L' 30/12 WC =8.a -200=41 LL=22 P1=5 20/6 5 27/6,9/1 10 51112 20 25 1060501 1 Cm-AM'1 I LOGS OF EXPLORATORY BORINGS I Figure 4 LEGEND: ASPHALT PAVEMENT; 3 to 6 inches trick. ROAD BASE; 4 to 8 inches thick. FILL; mixed clay, sand, gravel and organics, loose to medium dense, moist, dark brown. NA VN TOPSOIL; organic sandy clay with gravel, dark brown. CLAY (CL); silty, sandy, with gravel, soft, moist, brown, some organics. Y' SAND, GRAVEL AND COBBLES (SM -GM); silty to clayey with boulders, medium dense to dense, moist to occasionally wet with depth, red -brown, subangular to rounded rocks. Relatively undisturbed drive sample; 2 -inch I.D. California liner sample. Drive sample; standard penetration test (SPI), 13/8 inch I.D. split spoon sample, ASTM D-1586. 63/12 Drive sample blow count; indicates that 63 blows of a 140 pound hammer falling 30 inches were required to drive the California or SPT sampler 12 inches. Free water level in boring and number of days after drilling measurement was made. —Do Depth at which boring caved. TPractical rig refusal. Where shown above bottom of log, multiple attempts were made to advance the boring ,r7-rM Indicates slotted PVC pipe installed to depth shown. NOTES: 1. Exploratory borings were drilled between June 1 and 13 and July 13 and 18, 2006 with flinch diameter continuous flight power auger. 2. The exploratory borings were survey located by others prior to drilling. Some of the boring locations were moved due to site topography and existing utilities. 3. Elevations of exploratory borings were obtained by interpolation between contours shown on the site plan provided_ 4. The exploratory boring locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory boring logs represent the approximate boundaries between material types and transitions may be gradual. 6. Water level readings shown on the logs were made at the time and under the conditions indicated. Fluctuations in water level may occur with time. 7. Laboratory Testing Results: WC – Water Content (%) -200 = Percent passing No. 200 sieve DID Dry Density (pcf) LL = Liquid Limit (%) +4 = Percent retained on the No. 4 sieve Pl = Plasticity Index (%) 1060501 1 %ilCf 1 LEGEND AND NOTES I Figure 5 _�u3t_ kqEm31Pd!?r --i z~J LU Z w 0 Q 1 � �LLI0 CO r Z O CL _ Ln Ll LU Q � m rA v.) us rn on con rn cn r/a z aLA Oa� U U a r-1 m d' LU L LU a CY a zZDa a O- tn N 1-4 m m r- N m Q m et to v3 cv �z a Lnz cn m c*� en+� m m kn v a J (' LLI o� et a� M In m N m . tri as d- ON � J aaLU ^' z a UJ J d2 U.7 QS - T"� O Ch m ON 1C7 ct V i X63 t-: a �n .g 0 E m o N v� .� � a �a g Vi 11 N 1 m 11 �n t— ca Z 15 N V LU z,� _ Eu .0 ~ _0Q CJ a �C ui 0 cc i dm Q. 7 ~ EL _ O o a CLLU G L O � 4 f11 CL Cc CU Q bA ti4 bA L NO end y cd c� cd M L) LU Go .� +fir va 9 b 'G i� 6 I .�' c�C cn CO ga W) r� to > Go LU r_ LL o CL a �flG v Q m a cy w.Z,�.ryj v vl � ,wry ii m N � � N � LU z ,7 Q- 0 .. V� M Q J v Q ❑+�1 Z Ci "-4' LL! N -.4 t! V- M r+ OC ZF. Q r -i .--1 •-+" Q +K try V'1 O os-,c N Q O LU z tn m Source Gas 0096 County Rd 160 Glenwood Springs, Co $1601 (970) 928-0403 telephone (970) 928-0417 far FACSIMILE COVER SHEET ATTN: Nick Adch 970-704-0311 FAX N: 970-704-0:313 COMPANY: Sopris Engineering, LLC FROM: Ron Zatarain — Field Coordinator PHONE: 970 9284408 FAX: (970) 92$_-0417 No. of Pages: 1 Date: 10/11/2007 (cover page included) Message: Will Serve Letter — Aspen Valley Hospital Expansion project Ni* Source Gm intends to serve the proposed Aspen Valley Hospital Expansion- Project, at 0401 Castle Creek Road, with natural gas. This will be done by running a new natural gas service lune, from the existing natural gas main, to the new expansion structure. Thank you, Ron Zate rain Field Coordinator Glenwood Springs 92$-0408 (office) 6181520 (cell) Pleau es11 ( 970 ) 928-0408 if you did not receive all page$ of this faaimae. TO/Te 39Gd 1393I8 Sidi LTb68Z60L6 8D:£6 L00Z1II101 October 8, 2007 Mr. Nick Adeh Sopris Engineering 502 Main Street, Suite A3 Carbondale, CO 8 162 3 RE: Aspen Valley Hospital Expansion Dear Nick: 3799 HIGHWAY 82 • PO. BOX 2150 GLENWOOD SPRINGS, COLORADO 81602 (970) 945-5491 • FAX (970} 945-4081 The above mentioned development is within the certificated service area of Holy Cross Energy. Holy Cross Energy has existing power facilities located on or near the above mentioned project. These existing facilities have adequate capacity to provide electric power to the development, subject to the tariffs, rules and regulations on file. Any power line enlargements, relocations, and new extensions necessary to deliver adequate power to and within the development will be undertaken by Holy Cross Energy upon completion of appropriate contractual agreements and subject to necessary governmental approvals. Please advise when you wish to proceed with the development of the electric system for this project. Sincerely, HOLY CRO Jeffrey A. Fr'�gnke, Engineering Departrrfent ifranke@holycro_ss_com (970) 947-5416 JAF:smh A Touchstone Energy` Cooperative '.: r ro,a Y V —ftv C W .-Kz i �a 10/1512007 Nick Adeh Project Manager/Leader Sopris Engineering, LLC 502 Main St. Suite A-3 Carbondale, CO 81623 Voicet 704-0311 Fax: 704031.3 Re: Aspen Valley Hospital Expansion %ie1r-)VGT l0 ICuvr lD: 2a/6T. 16. m-Orm .76p000vwE U V 7 • Qwest. Spirit of Service - Qwest Communications will provide telephone facilities to Aspen Valley Hospital Expansion as defined by the current PUC Tariffs. *Customer will be responsible for any costs involving relocation of Qwest facilities. Jason Sharpe Senior Field Engineer 970-384-0238 10/09/2007 TUB 10:28 FAX 9709254106 COKCA$T CABLE Comcast. October 9, 2007 Sopris Enbineering Nick Adeh Carbondale, Colorado RE Aspen valley Hospital Aspen, Colorado Dear Nick: 0001/001 Please accept this letter as confirmation of Comcast of Colorado/Florida, Inc.`s ability to provide cable service to the captioned location. The provision of service is contingent upon successful negotiations of an agreement between the developer and Comcast Cable. Should you require additional information, please contact Michael Johnson at 970-925- 4319 or mobile at 970-930-4713. Sincerely, Michael Johnson Construction Supervisor Colorado Market This letter Is not intended to give rise to binding obligations for either party. Any contractual relationship between the parties will be Ne result of formal negotiations and will only become effective upon execution of the contract by representatives of the parties authorized to enter inle such agreements. During any negotiations, sach party welt bear its own costs and wil not be responsible for any costs or expenses of the other party, urdess separately agreed to in writing. Aspen Consolidated Sanitation District Paul Smith * Chairman Michael Kelly * Vice- Chair John Keleher * Sec[T'reas October S, 2007 Nick Adeh Sopris Engineering 502 Main St. Suite A-3 Carbondale, CO 81623 Frank Loushin Roy Holloway Bruce Matherly, Mgr RE: Aspen Valley Hospital PUD -Commitment for Sanitary Sewer Service Dear Nick The Aspen Consolidated Sanitation District currently has sufficient wastewater collection and treatment capacity to serve this project. Service is contingent upon compliance with the district's rules, regulations, and specifications, which are on file at the District office. There are downstream constraints in the Districts Outfall line that will be corrected through a system of proportionate impact fees. A tap permit must be completed at our office when detailed plans become available. Fees will be estimated at that time. The total connection charges due the District must be paid prior to the issuance of a foundation and/or infrastructure permit. Once detailed plans are made available to the district, we can comment specifically about this proposed project. Sincerely, Thr6mas . B cewell Collection Systems Superintendent CC Bruce Matherly, ACSD District Manager 565 N_ Mill St., Aspen, CO 81611 / (970)925-3601 / FAX (970925-2537 4 0 i 113 a Shelter i Site �� 0 - •1: �,f '�_ ^"vim-'- _ _- Qom,* 4M CASRE MEEK FdX AVEN, CO $1611 (APPeox 7a=* S.F.) - - m` AIN- is 4 0 i 113 a Shelter i Site �� 0 - g� p{ J� ggF )f I wq w 41 = ct RESOLUTION OF THE BOARD OF COUNTY COAD � D.4Vt5 OF. F PZTRIN COUNTY' ISSIOHERS 3A6 -TY RECORDER COLORADO GRANTING APPROV AL FOR THE ASPEN VALLEY ,HOSPITAL MASTER PLP,ri 14 48 ?as Resolution No. 89- "f. - AREAS Aspen Valley Hospital re":_ hereinafter "AVH=+ has applied to the Board of County Commissioners of Pitkin County, Colorado, hereinafter "Board=' for approvalof th Hospital Master Plan e Aspen Valley Pursuant to Section 3-I.10(e) of the Land Use Code; and WHEREAS, the AVH Parcel is zoned Pu and contains blzc Zone District (PUB) approximately x9.10 acres Creek Road; located at 0200 Castle (See Exhibit "A") and and WHEREAS the Board finds that AVH nmmuni.t represents an Essential consistent with M Y Facility and adoption of their aster the State Pian is Highway 82 Corridor AREAS, the Board is Master Plan, and concerned about consumption land area on this of further site until adoption Pians and multi-party land use Programs occurs; and of WHEREAS, said land use plans and unmet Cammunzt Programs shall address health needs such as unit an inpatient and holding facility and detoxification psychiatric center: and AREAS, said multi-party land use plans m Community health needs may meet such unmet on sate; and or off of the Aspen Valley Hospital WHEREAS, the Board heard the AVH aP lie scheduled P an on at regularly meetings on July ll, 1989 at which time evidence and BOOK 600 c,_zE ? d 1 Resolution No. Page 2 testimony was presented with respect to this application. -C NOW, THEREFORE, BE IT RESOLVED by the Board of County commissioners that it hereby grants approval of the Aspen Valley Hospital Master Plan subject to the following conditions: 1. The Applicants shall meet with the Aspen Water Department to develop an acceptable water service plan as part of the Master Plan. 2_ The Applicants shall meet with the Aspen Consolidated Sanitation District to develop a sewage disposal utility plan as part of the Master Plan. The utility plan shall include the following: a. The expansion of the cafeteria requires the additional of a greasre interceptor, b. Vehicle garages with floor drains require installation of a District approved oil and sand separator, C. Roof drains and outdoor floor drains will need to be serviced by a dry well, d. Pathological wastes must be disposed of in a Hospital pathological waste incinerator or means other than the sanitary sewer, e. Thiosulfates and compounds of silver need to be recovered from spent x-ray developer and fixer prior to discharge to the sanitary sewer, f. Radioactive wastes such as iodine-131 and phosphorus -32 must be rendered inactive, by detention time, prior to discharge to the sanitary sewer, g. Any potential sources for mercury discharges must be eliminated, h. The District will require a manhole for sampling, downstream of the facilities services, and prior to the introduction of the Hospital's wasteload to the Districts' collection system. The sampling manhole must be available and accessible to Distract personnel for sampling. E Resolution No. wax 6110 �qrE?7 Page 3 3. The Applicants shall develop a fire Protection plan that is acceptable to the Aspen Fire Protection District as part of the Master Plan. 4. The entrance drive to the Housin redesigned so that it is direct X pacross from I be driveway to Castle Ridge. the 5- The Applicant shall work with the Housing Au develop appropriate employee deed restri tinasty to Of the Master Plan, ons part 20 7. 8. a 10. 11. Qi) A detailed drainage Plan for the new addition shall be submitted prior to (with exception of the CT Scanner addbuildissuance of a ng uilding Permit g addition), The Master Plan shall contain a which discusses plant species landscaping program irrigation methods. This number, size and the costs far the Program shall also discuss information shall, proposed landscaping. The above issuance of a Buildingprovided in detail prior to t Pe Scanner building additionhe �it (with exception of the he CT be Signs warning of heavy traffic during thePlaced on the northbound lane of Castle Creek above Hospital to warn road users of the e congested intersection. upCOinlhg The Applicant shall formulate take the lead in attempting to Community health plans, and programs which address the unmet unit and holding facalitycandsdan iipatient ric shall detoxification as Plat make recommendations within Count Co oval to the Planning Commiss on and Hoard o One Year Final Y mmissioners, f Proposed uses which are fully described an be shown Hallowed without further conceptual atthistime shall be places which are only in the "Special Review=' the Plan'= Uses category_ d The Final Plat shall show an easement trail acceptable to the County. for the "nordic=; The existing 100 foot read easement within Aspen V Hospital property and along Castle Creek Road shallee bicycle be noted on the Final Plat as a pedestrian, road easement. Y and Resolution No. 89_ Page 4 1989. BooK 630 PaGE?73 13_ The Applicant shall construct and maintain a path within the existing pedestrian and bicycle easements within two (2) years, to be reviewed and approved by the Planning Office and County Land Use Engineer. APPROVED by the Board at its regularly meeting on July 11, ATTEST; f vette Jon eputy Count Clerk APPROVED AS TO FORM: 3 �tCounty Attorney MJL:das boccreso.avh BOARD OF COUNTY COMMISSIONERS OF PITKIN COUNTY, COLORADO ByZWZZt�— Colette Penne, Chairman A APPROVED AS TO CONTENT Thomas M. Baker, interim Planning Director •• F i e f � --gg• !�, i t�st�+ .-yp��+ - t 1bs'�%.�Q%7,F �.,t: J9 Rec S.00 Sao L7 � �Tr sil is Davis, Pitkin Crety Cl eri:� Doc RE&OLIITI03tt ®F THE BOARD OF COUNTY caK ISSIOVERS OF PITON COUNTY, GR.AA*T NG A X'S'e'�,.'R 6 PLAN AXZVDY.EL'T APPROVAL To THE ASPEN VALLEY SOSPIThL DISTRICT Resolution No. 92- /1 {4HEREAS, the Aspen Valley Hospital District, hereinafter d Of County Commissioners Of "Applicants", have applied to the Boar Pitkin Colorado, hereinafter "Board", for approval of an itkin County, : Amendment to the AilH Master Plan pursuant to Section 3-1-107) of the Land Use Code; and RF,.AS, the subject parcel is zoned Public Zone D;st=ict and � contains approximately 19.1 acres; and wHEREAS, said parcel. is located adjacent to Castle Gree?: Road approximately 1200 feet south Of Highway 82, }mown as 0401 Castle Creek Road, more specifically described in Exhibit " "r attached; an � rthefollowing amendments: �RrAS, the Applican� is proposing 1. An adninistrat or t s residence f o tvrint to be located a the northwest corner of the hospital's property; Residence is not to exceed 3,500 square `asn in size; • d the roof of t�-he hose' al; 2 r �ielipad relocation hO �-- e �- �� C]I1Gh the hospitalcampus = 3. provisions for a ,..-al . Creel: "—ail; connect the Nordic tra=1' tO she maroon 4 . Expanded parking, which was an ticipa ted0n1y he app= ovet differen' master plan, but is sho m in asli conf iqura t ion ; , new entrance to Lhe hospital to a^7mOda.e , � Building ng hospital and the new Health and Human Sera _"es B it ve flow to she e• .._o and ZD prOV ide _,,,proved traffic:- �.,, Y �•_A y� housing projects on Doolittle Road _h_s en1--.anc_ �h*ea?�:and Service reviewed as a part of The rase to Building review. It has been constructed. � the ne plan exhibit will be revised to reflect alignment;) i *344179 041=10 13:58 Rea S-00 SK "6®_�Ci_ � : Silvia Davis, Pitkin Cnty Clark, Doc S-00 Resolution d.o• 92mff— page 2 6. A revised service plan; and AgEREAS, The applicant has provided details of additions to and remodeling of the hospital building, as contemplated in the original Master Plan approval; and WMMRSAs, the Board granted approval of the Aspen Valley Hospital Master. Plan pursuant to -Resolution 89-79; and WHERgAs. the Punning and Zoning Commission :eviewed the t on September Master Plan Amendment application at a speeial meeting 24, 1991, at which time evidence and testimony was presented with respect to this application; and WHEREAS pursuant to Code Section 5-510.2(f), it was t wit'Z the eXcepti®n o« • e deter ined by the ComMISs ion that , hospital adninis ratorss residence, the Proposed amendments ar e essential community facilities which are not subject to growth management review; and wBzRms, the administrator's residence was rewarded a g_o �h . 1991; and management a location from the Board on october 29, WFERL'AS, 'e.he commission recommended approval of the Master ?Zan Amendiaent to the Board, subject to conditions; and wETaEzs, the Board reviewed the Master Plan Amendment 28, appAcation at their regularly scheduled meeting on anuar_v 1992, , at which ,- me evidence and test_mony was p_ ese-,Ited with respect to the application,; and WHEREAS, the surd finds that the Applicant olds general) complied with relevant provisions of the Land Use Code. 1 #344179 04130/92 13:58 Rec S.00--DV,4716 -2-61- --_, _ ;-Sil�ria R"iavz�,_Fitkfaa .rnty.-Cier ic, Doc s.00 Resolution Into. 92 -JL Page 3 does NOW, THEAE FAREr BE 1T RESOLED by the Board that �t of the Amendment pr6posed by the aapl"can`, hereby grant approval subject to the fol lowing Condit ions : . 1. The applicant shall abide by all pertinent conditions ci Resolution No. 89-79. the applicant shall 2. Friar to issuance of a building permsiepa tYaent. A provide a "will serve" letter from the Ovate- ar.yment signed agreement between irrigation non shall be submit -0 --ed P- Ior for use of raw water for irra�it e to issuance of a building p • ',fie aPp cant shall the 3. Prior to issuance of a building pe --mit mor 1--e provide adequate water Supply fire A.1 OW �a soli sfactian of the Fire Marshal. 4 , Prior to issuance of a building p �,�,t , the applicant shall pay a pro rata share for improvements to Casale Creek Road. shall be date-- by h County The pro rata share (if any) tr f; �- the ,,, L. analysis for based on the most current th; S project. Castle Creek Road and traffic generated by - -, � with Co -,y aL quality regu' a��-ons '?'he applicant s:�a_- comply a -r-2 in effect at the time a= issuance o, a Building P ~~ 6 , The anpiicant shall comply with any applicable reepp_a�==-ons c f �. the ^ealth Favi=ides Division of the Coloracc Depa-:ens -- Healt_h. shall comply with �,np „Rules ana . gospital Y.itchen design of :pod service Regulations Gove+Hing he Sanitation e licensed a food servic=' Establishments in Colorado" and b p_i- to any kitchen c©nstrucl.on c= establishment. laps and s_ ' "alio= s remodeling, the operator shall submit p aec-- existan s',-at��s) to the ':vi= cnmental for changes (from the g Health. Department. Eric- to issuance of a building Pe____ the ap^licant shall ¢- pr4c= is compliance with the following a. The exaansann of ;she cafeteria shah r ecu a t;-�e add` tic: of a =ease inter ceptor. } b. Vehicle garages with =1oor drains shahl ream re installation of a District approved (ACSD) oil and sand separator- C#Z4417? 04/30/92 _-Siivia-Davis, Pitkin Casty Cleric. DOC S-oo Resolution No. 91-� Page 4 C% Roof drains and outdoor floor drains shall be serviced by a dry well. d. ;All connection and related fees shall be pard prior to tapping into the City System. e.- The applicant shall investigate the remaining capacity of the on-site collection system since the AVH master plan has expanded and the flows within the on-site collection continue to increase. 9. The apI51ican4 shall comply With the Meadowood Homeowners Association covenants conce.T-ning building design in design of hall be the single family residence on-site. Sifeetresidandeasmaximum limited to a maximum size of 3, Soo square height of 18 feet. permit the applicant shall 10. Prior to issuance of a buildingp and natural gas provide "will-sea--ve" letters o�relegy = is service. 11. The applicant shall revegetate any areas disturbed during construction within one gr owing season of construc tion. e2. a. Prior to issuance of a building Permit, the original 1988 employee generation numbers prepared for the applicant �-ve number of i shall be updated to determine he Of employees generated by this proposal and the abilitemplOf BE the Aspen Valley Hospia? °o miL�gate f°Hospital generation. b. The Administrator's residence shah be deed restricted to resident occupancy but not to income and ren guidelines, as long as it is occupied by the hospital administrator. in the event that the residence is not copied by the administrator, oche- hospital employees shall have priority to_ occupy the house, subject o Category 4 - income and rental guidelines. If the residence is not used by the administ-''ator or hospital employees, it shall b.:: made available to the general T` public by lottery, subject to category 4 income and rental guidelines. 13. The applicant shall obtain a fugitive dust control Perm. t ram the Environmental Health Department prior" to issuance excavation permit. 14- Prior to issuance of a buiding permit, design of the nevi l deli structures habitable Structures and additions to existing � T R�lm �! 00-a 344179 04/30IV2 ZJS5S Clectrlt, .DCS7 •$s�O ' Silvia ..�aviss-.Piticiaa-CntY-Clerk,. __�__ _R�Qlution No. 92 -4 - Page 5 Fire shall be reviewed and- approved by the F -re Code. harshal Aor conf ormance- with 15. All representations made as to building materials shall be adhered to. excavation the applicant shall which shz1 address 16. Prior to issuance of aneont=olt1 Planet ;ne hp on of cross Provide a traffic signing, del disposal of material. const}-uction traffic COnt}°l� the County walks, flagging, pavement_ damage and roved by Said Plan shall be reviewed and PP Engineer. between: 8: o0 a.m. �-oi a Fr thjday and to the hours between 17, construction shall be limited to the hours e� and 5:00 P.M. Monday 9:00 a.m. and 6:00 P -m -,on Saturday. the land-. plan Prior to building permit application, eek viewplane into 18 . adminis t= ator s shall be revised to take he the consideration, part,* applicant sere hall provide a COPY gi-dge and Meadowood residence is concerned. la 'he to the Twin ent. At a minimum. of the Final landscape F At �eview Landscaping Plan(attached Homeowner's Associations all representaticdeswed at he as Exhibit "B") shallbe adhered Ca- lot and outdoo4 building lig::ts shill parking th aitkin County 19. All helinad, P g'-andards sped ---ed in e , pe^:it. Lighting S �- a buil con-fo�m to g e of issuance oL Land Use Code at .-'oe `_m the ect shall no t exceed 2- 20. : , slope.. g_o fill - � z 0 . A11 cuts and fully ,s ° e�reg etc wed . and shall be idly ,. edit (or o `h_ - for a letter a� ) mac, r ,� F `�. orney 21. A cost es tima _ e and ar py-5ion e 4o the Coun -y .. . financial sec•.:r i ty accep »ab- be d r � � anon -+�= �,he site shahioV: e; landscaping and _vege+. e a building Pe --4 by the applicant ario_ to issuance o� the applica�u shat �- apnl�cat'-on, I =c_ use C 22. Prior to building permi..the The Cosi grant a perpetual easements Hospi�el�P pe�- � TY :ante_ _ Jan . a nordi� ski trail bei specified on the i to. chan5 alig._Ment will tar may be subject. A. of C ;he y�.. location/ali-gnmen4� bothparties. thou^houy time by the consent. of 23. No building shall occur on slopes which exceed l5 m in gran= Iication, the applicant sh Al 24. prior to building pew= app � ,- ecardation. V mer plan exhibi- fo�. � On submit a revised mss- shall be cesignated Creek r; h_ -o --way [_ � Cas -.1-_ 3aad -g - ' #344179 04130/92.13z58'. 'r- s• O(I-ia&-= .. i -.via- Davis, -Pi tkie�-.Getyr Cleric, A 9.00 -- " - Resolution No. 92�- Page 5 master plan. ect to special review and 25. Any future expansions 'shall be subi The Hospital currently amendment of the Master Plan. � • a anticipates expansion of , the yr Assisted s ed 3l buiidirag1� and an medical office/sports medicine unit. additional inpatient nursing 26. All material representations made :n the -public. hearing and in the application shall be adhered to. APPROVED by the Pitkin County Board of County Commissioners at its regularmeeting on January 28, 1992 - a`eame t Me Vandg' neputy Cauat; lIerlc APP:tO',m'D As co=t; ropy-'- Tt - =J Z Timot4y Whitsittr Count At o_ ey resp avh masp?an—amend BOARD OF COUNTY COMMIOS�s OF PISTON COUNTY, By— Mimes y , ChEtian J es R. True. D to APP .ovmD As o CONTE= : -pr 4-y �oachr-n./ County P 1� a3iiii 41Ii�f93 ibe3;�eC $.00 Ext; 700 PS 389 vis, Pitkin Cn;.y CierR;. Doc .UQ .,286 3ilvaa Ua RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS or PITSIN COU=y? COLORADO, GATING A MASTER TO THE ASPEN VALLEY HOSPITAL DISTRICT PLAN AMENDMENT APPROVAL �,l1� Resolution No. 92 RECiT S hereinafter The Aspen valley Hospital District, 1 • of county have applied to the Board 'eAPPliCarlts" Commissioners of Pitkin County. Colorado, hereinafter "Board", Comm rplan and for approval of an Amendment to the AVH Mas- to Section 3-l. l{t (E) of the Land Use Service ce Plan pursuant Code; and subject arcel is zoned Public Zone District and 2. The sub ] P contains approximately 19.1 acres; and . Said parcel is located adjacent to Castle Creek Road 3 82 , known as 0401 approximately 1200 feet south of Highuta Y Castle Creek Road, more specifically described in Exhibit "A" attached; and 4. specifically, the Applicant is requesting the following approvals: a. Master Plan Amendment b. Special Review c_ General Submission Facility d. GMQS exemption for an Essential CaznmunmploY ee Housing e. PMH/PUD Rezoning and .Subdivisior, for F.'mP f. 1041 Hazard Review; and 5. Proposed amendments to the existing Master Plan include. a. An expanded Emergency Room, new operating rooms, and an expanded lab; ace for the Aspen Orthopedic Institute; - b. A new space C. outpatient Clinic in ace; - d. physical Therapy g► #SS2864 01 / 12/93 16:7 %ec S.Q0 Silvia Davis, pitkin Lnty ClerE , Doc . Resolution Na, 92 -II Page 2 e. Morgue; and f. Employee Housing Project (12 units); and 6. Aspen valley Hospital currently has 63,900 square feet of approved floor area; and 7. Expansions anticipated in this proposed Service Plan will increase the total by up to an additional 52,150 square feet, for a total of 116,050 square feet; and 8. The Board granted approval of the original Aspen Valley Hospital Master Plan pursuant to Resolution 89-79 and a subsequent approval pursuant to Resolution Number 92-11; and 9. The Planning and Zoning Commission reviewed the Master Plan Amendment application at a regularly scheduled meeting on August 4, 1992, at which time evidence and testimony was presented with respect to this application; and 10. Pursuant to Code Sections 5-510.2(e) and (f), it was determined by the Commission that the proposed amendments are to be constructed within the PMH zone district and/or are essential community facilities which are not subject to growth management review; and 11. The Commission recommended approval of the Vaster Plan and Service Plan Amendment and related approvals to the Board, subject to conditions; and 12. The Board reviewed the Master Plan and Service Plan Amendment application at a duly noticed public hearing on September 15, 1992, at which time evidence and testimony was presented with respect to the application,; and #352-a64 01/12/73 16:31 F %.00 BK 700 PS ZV I Silvia Davis, Pitkin Cnty Cies-!., Doc x.00 Resoiution No' 92®„1!q page 3 13. The Board finds that the Applicant has complied with relevant provisions of the,Land Use Code_ NOW, THEREFORE, BE IT RESOLVED by the Board that it does hereby grant approval of the Amendment proposed by the applicant, subject to the following conditions: 1. Prior to building permit application for Phase 2, the applicant shall submit a revised master pian exhibit for recordation_ The revised exhibit shall delineate the alignment of the relocated nordic trail crossing the Hospital property. The "Existing Conditions" map provided by rhe applicant shall also be updated and recorded. 2. Prior to issuance of a Certificate of occupancy for Phase 1 improvements (Please see Exhibit 2 for phasing information) and prior to building permit issuance for phase 2, the applicant shall pay a pro rata share for improvements to Castle Creek Road. The pro rata share shall be determined by the County Engineer based on the most current traffic analysis for the Castle Creek Road and traffic generated by this project. Two improvements which shall be completed by the applicant (in cooperation with the County) as a portion of Phase 1, shall be subtracted from the pro rata share for Castle Creek Road improvements. They are as follows: a_ The site line at the intersection of the Hospital entrance and Castle Creek Road shall be improved to the satisfaction of the County Engineer. b. The water line in the vicinity of the existing berm shall be relocated from the berm area, as directed by the County Engineer. 3. Prior to issuance of a building permit for Phase 2, the applicant shall justify traffic and parking generation numbers to the: satisfaction of the County Engineer and provide a capacity analysis for the Castle Creek/hospital entrance road and the Castle/Maroon intersection. The analysis shall determine the need for additional stacking and a deceleration lane for turn movements on Castle Creek Road during peak hours. 4. Prior to issuance of excavation or building permits for Phase 2, the applicant shall submit a revised drainage plan for the Hospital. The plan shall show greater detail on flows, pipe size, drywells, and location of culverts and inlets, and a 31 Rec S. 00 PS :392 o 1 a 6 , 4 DD1/ sf zt�ire C ty C2e �:,E$� ?ocS.00 _ Resolution NO. 92� Page 4 runoff and erosion control plan for the construction period_ proved by the County Engineer. Bothshall be reviewed and ap 5_ The applicant shall comply with County air quality regulations in effect at the time of issuance of a building permit_ 6. Prior to issuance of a building permit, the applicant shall investigate the remaining capacity of the on connections swath collection system_ Sewer connections shall comply District rules and regulations, and lines in the collection system shall comply with Distract -specifications. 7. Prior to building permit application, the applicant shall - �-- prov� e wz r��rve let �:ers---fcr��-3�e€tom: --and-na_tu�al ----gas — service. The applicant shall revegetate any areas disturbed during construction within one growing season of construction. A cost estimate and provision for a phased letter of credit for other financial security acceptable to the County Attorney) for landscaping and revegetation for the site shall be provided by the applicant prior to issuance of building permits for all phases of the project. All representations depicted on the Landscaping plan shall be adhered to_ The Landscape Plan shall specify calipers, species, irrigation, lighting and berming on the Castle Creek side to screen the proposed housing from the road. 9. Prior to issuance of a building permit fcr Phase 2, the applicant shall supply a summary of employee generation and mitigation for all Hospital developnent approvals since 1989. These figures shall be provided to the Housing and Planning Offices. 10. Prior to building permit application for the proposed employee housing, a deed restriction reflecting the following shall be recorded with the Housing Authority: The units shall be rented by the Hospital to hospital employees as category #4 units. -In the event that the units are not occupied by hospital employees, the Hospital shall rent units to qualified members of the community in the Category #2 income and price range. 11. Prior to recordation of the Master Plan exhibit, the applicant 46 shall revise the Master plan exhibit to delineate a parcel boundary for the PMH parcel- The parcel shall contain a floor area ratio not to exceed 50%. 1,200 square feet of usable open space per dwelling unit shall be provided. A building envelope shall be established for the three proposed #352864 01/12/93 16:31 ec S.00 BK 700 PG 393 Silvia Davis, Pit6.in Casty Cler►., Doc S-00 Resolution NO. ��m( Page 5 buildings. 12. Prior to issuance of an excavation permit the applicant shall provide a traffic control plan which ineation Ofd dcross construction traffic control, signing, walks, flagging, pavement damage and disposal of the material. Said Plan shall be reviewed and approved by Engineer. 13. The applicant shall obtain a fugitive dust control permit from the Environmental Health Department prior to .issuance of an excavation permit. 14. Construction shall be limited to the hours between 8:fl0 a.m. and 5:00 p.m. Monday through Friday and to the hours between 9:00 a.m. and 6:00 P.M. on Saturday. No construction activity shall occur on Sundays. 15. All parking lot and outdoor building lights shall conform to Lighting Standards specified in the Pitkin County Land Use Code at the time of issuance of a building permit. The applicant shall submit a lighting plan -concurrent with a � building permit application ensuring compliance with these provisions. 16. All cuts and fills on the project shall not exceed 2:1 slopes without retainage, and shall be fully revegetated. z 17. If building occurs on slopes which exceed 15Q in grade, foundations shall be designed and approved by a registered professional engineer_ Foundations for the Employee Unit structures shall be designed and approves by a registered professional engineer. 18. Prior to issuance of a building permit. the applicant shall mitigate structure fire and wildfire hazard to the satisfaction of the Asper. Fire District Marshal. At a minimum, non-combustible roof material including tile, asphalt, metal or Class B Ce rti-Guard (registered brand name) Red Label shakes and shingles utilizing Class B construction techniques (112" minimum solid sheathing)or better, shad be required for all structures. 19. The Hospital shall inform patients of other private and public operations offering physical therapy and orthopedic care in the Roaring Fork Valley. 24. Building expansions which are identified on the master plan exhibit with a broken line (as future expansion) shall be subject to special review. E352664 011l !93 16131 Bec s.00 BK 700 PG 394 Silvia Davis. pitkin Cnty Clef -k. Doc S-00 Resolution No. Page 6 21. All representations made in the application as to building materials for the Hospital addition and employee housing structures shall be adhered to. 22. The applicant shall adhere to all representations made in the application and in public meetings and hearings. APPROVED AND ADOPTED ON THE 15TH DAY OF SEPTEMBER, 1932. BOARD OF COUNTY COMMISSIONERS OF PITKIN COUNTY, COLORADO c By g4ifines R. True, Chairman Date l te ion Dieputy County Q�lerk APPROVED AS TOv FORM,: APPROVED A5 TO CO1�iTEI3T Timothy E. itt, Suzanne Kontch n, County At orney County Planning Director reser av'h masplan-amendiii Aspen Valley Hospital Master Facilities Plan Conceptual Planned Unit Development Submittal – February 2008 Table of Contents I. Introduction 1 II. Master Facilities Planning Process 2 A. Strategic Plan & Needs Assessment 2 B. Contemporary Standards 2 C. Design/Development Team 3 D. Public Outreach & Input 4 III. Project Site 4 A. Existing Conditions 4 B. History of the Site 6 IV. Proposed Development 6 A. Concept 6 B. Building Phases & Proposed Uses 7 C. Architectural Design 12 D. LEED Certification 12 E. Transportation 13 F. Employee Generation 15 V. Land Use Review Process 18 A. Public Zone District 18 B. Conceptual PUD Review Standards 18 1. General Requirements 18 2. Dimensional Requirements 21 3. Site Design 25 4. Landscape Plan 26 5. Architectural Character 27 6. Lighting 29 7. Common Park/Open Space/Recreation Area 29 8. Utilities & Public Facilities 31 9. Access & Circulation 31 10. Phasing 33 C. Off-Street Parking 33 D. Essential Public Facility 34 E. Housekeeping Items 35 VI. Conclusion 36 Aspen Valley Hospital Master Facilities Plan 1 Planned Unit Development Application – February 2008 I. Introduction Aspen Valley Hospital is pleased to submit this land use application to begin the review process of its long-term Master Facilities Plan (MFP). The MFP will guide the expansion and facilities upgrade for the Hospital for approximately the next 20 years. The Hospital was annexed into the City of Aspen in 2003. The annexation agreement required any future development of the Hospital not already approved by the County to occur within the context of a master plan. The Hospital has recently completed the MFP and now seeks the approvals from the City of Aspen and the community for the proposed upgrades to the Hospital facility. The property is zoned Public. Pursuant to the Aspen Land Use Code, development approval within the Public zone district requires a Planned Unit Development review (PUD). This conceptual PUD application introduces the MFP and provides an overview of the planned long-term improvements. Final PUD review will proceed once conceptual approval has been granted and the Hospital is ready to begin the next phase of development. This application includes a preliminary discussion concerning employee generation related to the proposed MFP. Technically this issue would not be reviewed until the GMQS Exemption for an Essential Public Facility during final PUD review, but the Hospital believes this is a threshold issue and discussion should begin at the conceptual level. This application is submitted pursuant to Section 26 of the Aspen Municipal Code (“Code”) by Aspen Valley Hospital. The Hospital’s representative is Leslie Lamont of Lamont Planning Services, LLC. Consent to submit the application on behalf of the owner of the property is included in Appendix A with other relevant documentation of ownership. The Applicant has attempted to address the pertinent provisions of the Aspen Municipal Code and to provide sufficient information to facilitate a thorough review of this development proposal. Should questions arise during the course of the review the Applicant will provide information as required. II. Master Facilities Planning Process A. Strategic Plan and Needs Assessment The Hospital’s long-term strategic plan calls for the development of a Master Facilities Plan to address the current and anticipated healthcare needs of the Aspen community for approximately the next 20 years. Over the course of the last three decades, since the Hospital was originally designed and built, healthcare delivery and technology have changed dramatically, and the demographics of its patient population have changed as well. The current 30-year old facility is simply no longer adequate to support the efficient delivery of high quality, state-of-the-art healthcare to which the Hospital is committed. For the past four years, the Hospital has been engaged in an extensive master facilities planning process. This process examined the current delivery of service to the community and the ability to continue and expand this high level of care into the future. Aspen Valley Hospital Master Facilities Plan 2 Planned Unit Development Application – February 2008 At the outset of the planning process, a formal needs assessment was conducted on a department-by-department basis. The assessment utilized contemporary hospital standards and national guidelines (which differ markedly from the design and programmatic standards that were in place when the Hospital was conceived and built in the 1970’s). The Hospital’s medical, nursing and other clinical staff had the opportunity to provide significant input and direction. The study focused on current and future patient volumes, diagnostic trends, and contemporary standards and national guidelines that impact safety and efficiency. A clear consensus emerged that while the Hospital provides excellent patient care it needs to bring its facilities into compliance with current requirements and norms. This will enable the Hospital to upgrade the quality of the patient experience, which is currently constrained by space and design limitations. Improving the facility will also enable the Hospital to attract the physicians and staff that are required to provide quality healthcare that the community expects and deserves. Through a series of collaborative strategy sessions among Hospital departments, physicians, staff, administration, and the design team, plans for the renovation and expansion were carefully developed with the ultimate goal of providing the highest quality of care and enhancing the patient and family experience. Other priorities included sensitivity to environmental impacts, energy efficiency, and the use of sustainable and renewable materials. The resulting MFP is directly responsive to the Hospital’s longstanding mission “to deliver extraordinary healthcare in an environment of excellence, compassion and trust” and fulfills a key objective of the strategic plan that calls for a facilities solution strategy. As part of this planning process the Hospital Board and staff explored the possibility of relocating the campus. Was there another site that would be more suitable? Could the current campus support the necessary expansions? After careful review, the Board concluded that the existing campus could in fact support the required upgrades, and the current site is the best location for the Hospital and the community it serves. The existing location is uniquely sited with views, accessible public transportation and public trails, and existing infrastructure. Although it will be complicated to upgrade a facility that operates 24 hours a day on a year round basis, this is often the case in Hospital improvements projects. The strategic sequencing of construction and the opportunity to build outside of the existing walls will help reduce the challenges. In approving the plan, the Board was careful to balance the healthcare needs of the community with the necessary upgrades to the facility, as well as the growth concerns of the community. B. Contemporary Standards Aspen Valley Hospital is a community hospital that provides excellent healthcare. The services offered are driven by our community’s everyday needs. Based on the goals of its strategic plan and the findings from the needs assessment, the Hospital’s primary motivation for developing a long-term Master Facilities Plan is to improve its existing scope of services by bringing them up to contemporary standards. Since the Hospital was built three decades ago, much has changed in the way healthcare is delivered. The Hospital was originally built as an inpatient facility. One dramatic trend reflected nationwide is the shift toward outpatient services. In 1977, the Hospital experienced 11,665 outpatient registrants. As of 2007, that number had tripled. The new facility will Aspen Valley Hospital Master Facilities Plan 3 Planned Unit Development Application – February 2008 allow for greater efficiencies, patient privacy, and appropriate “mix” of patients. Outpatient services will be reconfigured in keeping with contemporary hospital design standards and the utilization patterns of the local population. Another significant development that has occurred since the Hospital was originally built is the proliferation of diagnostic technology. Thirty years ago, the Hospital did not offer MRIs, CT scans, or nuclear medicine exams. Last year, the Hospital performed over 11,000 of these tests and it is anticipated that the demand will continue to rise. The MFP improvements will enable patients to receive these tests in private dedicated areas. Volume comparisons for the Hospital are consistent with national norms, showing a shift from inpatient to outpatient services: 1977 2007 Admissions 1,716 1,630 Births 112 286 Inpatient surgeries 440 464 Same-day surgeries 177 864 Outpatient registrations 11,665 34,291 EKGs 120 2,505 Physical therapy patients 548 1,954 Emergency room visits 4,857 9,193 MRI scans 0 1,265 CT scans 0 9,222 Nuclear medicine exams 0 865 C. Design/Development Team The Master Facilities Planning team includes Hospital senior management, architects who specialize in hospital projects, land use planners, site planners, interior space designers, structural engineers, and environmental consultants. The Denver office of Heery-HLM Design, a nationally prominent architectural firm with specific expertise in healthcare projects, has been guiding Hospital staff and the Board in the planning process since 1999. Heery-HLM was involved in the successful remodeling of the Surgery Suite and Cardiology Department and is now managing the Obstetrics addition/renovation. The Carbondale office of DHM, a Colorado-based landscape architecture and land planning firm, and Sopris Engineering, a Carbondale-based civil engineering firm, are also part of the team. Other consultants include Leigh Scott Cleary Transportation Consultants, Inc., Howard McGregor of Engineering Dynamics, Inc. and Tom Dunlop of Dunlop Environmental Consulting, Inc. who performed the noise analysis for the relocated heli-pad. Aspen Valley Hospital Master Facilities Plan 4 Planned Unit Development Application – February 2008 D. Public Outreach & Input A significant upgrade in facilities and services for any entity in the City of Aspen is a challenge. As a mechanism to receive valuable community input, the Hospital formed a Community Advisory Committee in May of 2006. The Committee is composed of 11 diverse community members representing a cross-section of the community such as the Aspen Chamber, CORE, parents with school-aged children, the medical community, Aspen and Snowmass Village residents, young professionals, seniors, and neighbors. The role of Committee members is to provide feedback on the MFP as it impacts and benefits the community and to help define a broad outreach plan for community education purposes. The committee met approximately 10 times and learned about developmental shifts in the healthcare industry, toured the facility, and reviewed floor plans, site plans and elevations of the proposed upgrade. Meetings have been held and will continue throughout the review process. Hospital administration and the design team met with the Homeowners Board of Meadowood and presented an overview of the MFP to the residents, users and staff of Whitcomb Terrace/Pitkin County Senior Center and the senior center. The administration and design team plan to present the MFP at various scheduled neighborhood meetings such as the Twin Ridge/Water Place/Castle Ridge neighborhoods as well as to other community organization such as Rotary, Chamber of Commerce, etc. While preparing the PUD application, the design team met with various City of Aspen departments, the Board of County Commissioners, and RFTA to review elements of the project. With regard to the public review process, it is recommended that review by the Planning and Zoning Commission and the City Council should be organized and presented by specific topics. Given the scope and complexity of the MFP, it may be unrealistic for P&Z or Council members to grasp the entire proposal within a two-hour meeting. In addition, various members of the public may only be interested in certain aspects of the proposal and a defined date and time for specific items may be less tedious for them. Furthermore, one of the first priorities of the review process should be a tour of the current facility. Such a visit will provide an intimate view of the constrained quarters under which today’s services are provided as well as clarify how expansion will occur with the Hospital remaining fully operational. III. Project Site A. Existing Conditions Aspen Valley Hospital is located approximately .37 miles from the City of Aspen roundabout on Castle Creek Road. The entire Hospital property totals 23 acres of land. Parcel A includes Lot 1 the Schultz Health and Human Services Building and Lot 2 is developed with the 21- unit Mountain Oaks affordable housing project for Hospital employees. Parcel C is roughly 19 acres and is the focus of the MFP. Parcel C supports the Hospital facility, Whitcomb Terrace/Pitkin County Senior Center (formerly Castle Creek Terrace) assisted living, Pitkin County Senior Center, the ambulance barn, the helicopter flight deck, and the Hospital chief executive officer’s single-family home. The south end of the property Aspen Valley Hospital Master Facilities Plan 5 Planned Unit Development Application – February 2008 is more intensely developed with the Hospital facility surrounded by roadways and surface parking. The north end of Parcel C is less developed with an open meadow and the CEO residence. Mature vegetation surrounds the property on the perimeter and a public pedestrian/bike trail parallels Castle Creek Road on the east side. A public Nordic ski trail crosses the meadow connecting Castle Creek Road and Meadowood Drive. The Doolittle Drive and Castle Creek Road intersection provides the only vehicular access to the Hospital, ambulance barn, Schultz Building, four residential neighborhoods and the City’s Aspen Valley Hospital Master Facilities Plan 6 Planned Unit Development Application – February 2008 water treatment plant. Whitcomb Terrace/Pitkin County Senior Center/Pitkin County Senior Center is accessed from Castle Creek Road via its own driveway. Visitor, patient and employee parking surround the Hospital on the east, west and south sides and an at grade heli- pad is located just south of the front entrance. The Hospital has one shipping/receiving entrance located on the west side of the building. A RFTA bus stop is located at the intersection of Doolittle Drive and Castle Creek Road. RFTA’s schedule of service is every 20 minutes. The service does not require a fare, and the route connects the Hospital to developments on Maroon Creek such as the school campus, the Aspen Recreation Center, Aspen Highlands and downtown Aspen. The area surrounding the Hospital campus is a dense residential neighborhood. Four multi- family deed restricted developments are located to the south: Twin Ridge, Castle Ridge Apartments, Water Place and Mountain Oaks. Marolt Seasonal Housing is located across Castle Creek Road to the east and the single-family neighborhood of Meadowood is located west of the Hospital campus. The City’s water treatment plant is located on the hill above the Hospital to the south. B. History of the Site Aspen Valley Hospital first occupied this site in 1977. Over the years, the campus has expanded to include Whitcomb Terrace/Pitkin County Senior Center/Pitkin County Senior Center, the Schultz Building, the ambulance barn, the CEO’s home and Mountain Oaks employee housing. To meet the growing needs of the community, as in advances in the healthcare industry, the Hospital has retrofitted and upgraded a number of areas within the facility without a significant increase in its size. In 2003, the City of Aspen annexed Parcel C and Parcel A. The property was rezoned to Public and Residential Multi-Family. A condition of annexation was the City’s requirement that the Hospital initiate a master planning process to guide long-term development of the campus before more additions could be considered. Please refer to Appendix B for the Ordinance and Annexation Agreement. As part of the annexation process, the City did accept previous County approvals to expand the building’s square footage, which has enabled the Hospital to expand the Obstetrics department. Please refer to correspondence with City staff confirming the ability to proceed with the OB addition, Appendix C. In addition, the Hospital, under prior agreement, agreed to work with the City on intersection improvements for the Castle Creek and Doolittle Drive intersection. IV. Proposed Development A. Concept As described above, this application presents a Master Facilities Plan for Aspen Valley Hospital that addresses the community’s current and anticipated healthcare needs for the next 20 years. With the rapid pace of advances in technology and diagnostic and treatment modalities, it is not realistic to plan beyond a 20-year building life cycle. However, the plan Aspen Valley Hospital Master Facilities Plan 7 Planned Unit Development Application – February 2008 does take into account likely future trends that could be incorporated into the MFP’s flexible framework. The MFP is focused on bringing the existing services provided by the Hospital up to contemporary standards through both an expansion of the building’s existing footprint and significant renovations of existing space. The MFP also proposes upgrades to the basic infrastructure such as water, roads and parking, and an increase in the efficiency of the delivery of services through construction of medical office space on the campus. Please refer to Appendix D for a complete graphic representation of the existing conditions of the site, all proposed site improvements and conceptual architectural renderings and elevations of the proposed additions to the Hospital at full build out. B. Building Phases and Proposed Uses The Master Facilities Plan has been divided into four phases of development to be constructed in sequence. This approach is necessary for the Hospital to remain fully operational. A significant portion of the existing building will be renovated and refurbished. Although the MFP is divided into four phases, as illustrated below, this application is not seeking approval for Phase I, the Obstetrics expansion. That expansion is currently under construction and is expected to be complete in the fall of 2008. A review of Phase I is included in this section as a reference in order to understand the full MFP. Future parking needs and employee generation will, however, include Phase I. 1. Phase I, the Obstetrics expansion, is currently under construction on the north side of the building. Funding for this addition comes from a revenue bond that was approved three years ago for the sole purpose of funding several internal project improvements. The plan calls for approximately 5,700 new square feet and 4,252 square feet of renovated space. The expansion includes five labor, delivery and recovery rooms, four postpartum rooms, an expanded nursery with an isolation area, a family waiting area, an antepartum room, and a patient education room. The Hospital was required to start construction of the OB addition in 2007 to utilize the bonded revenue. Because this addition started within months of the submittal of the MFP, the City staff agreed that any mitigation of development impacts would be carried forward into the MFP review process. Specifically, tree removal/mitigation will be considered as well as any employee generation and housing mitigation. The gross square footage calculations of Phase I improvements are summarized below: Renovated New Total Basement 0 0 0 Level One 4,252 5,721 9,973 Level Two 0 0 0 Med. Office 0 0 0 Total 4,252 5,721 9,973 Aspen Valley Hospital Master Facilities Plan 8 Planned Unit Development Application – February 2008 2. Phase II proposes a two story addition on the north and east sides of the building, wrapping the northeast corner of the Hospital. In addition, the basement will be expanded and a second floor will be added over the current patient care area of the Hospital (which is the only area of the current building where a second floor can be added because of structural conditions). Of significance, Phase II will increase the number of patient care units or rooms in the Hospital. New privacy concerns and operational protocol to reduce the spread of viruses within healthcare facilities have caused a shift in industry standards resulting in single occupant patient care rooms. Currently, there are 25 patient beds in 16 rooms in the Hospital. Phase II will increase the number of single occupancy patient care rooms to 27 rooms and add 4 rooms to ICU. Currently the Hospital is licensed for 25 beds and would increase that count by occupying rooms over time based on patient demand. Phase II on the basement level includes: • a second loading and receiving area • food service receiving Phase II on the first floor includes: • 27 new patient care rooms • nuclear medicine • relocated food service including dining area • reception area • central plant additions • gift shop • expanded intensive care unit – four rooms • cardiopulmonary • same day surgery Phase II on the second floor includes: • cardiac rehabilitation and physical therapy space • specialty clinics • oncology • administration offices • medical office space Phase II also includes: • a three level parking garage on the east side for the building for a total of 234 spaces • partial construction of a loop service road • water line expansion • access improvements to the driveway entrance of Whitcomb Terrace/Pitkin County Senior Center and related road improvements to Castle Creek Road • meadow, wetland and drainage improvements • realignment of the Nordic Trail • partial reconfiguration of the existing visitor parking lot. Aspen Valley Hospital Master Facilities Plan 9 Planned Unit Development Application – February 2008 Conceptually, the square footage calculations of Phase II improvements are summarized below excluding the parking garage: Renovated New Total Basement 168 10,074 10,242 Level One 22,728 18,630 41,358 Level Two 0 21,884 21,884 Medical Office 0 9,035 9,035 Total 22,896 59,623 82,519 The majority of the site improvements necessary to support full build-out will be installed in this Phase. Construction of the parking garage will take advantage of the large depression to the east of the Hospital. The garage will provide 234 parking spaces. The garage will be partially buried (40% is below grade) and will include two access points: one at grade from the Whitcomb Terrace/Pitkin County Senior Center driveway and a second at grade entrance from the current visitor/patient surface parking lot. Existing surface parking in this area will be reconfigured to accommodate access to the garage, the new east entrance and lobby, and gain more parking. A loop service road will be constructed on the north side and connect to the parking lot on the west side of the building. This will provide access to the Whitcomb Terrace/Pitkin County Senior Center driveway and Castle Creek Road. Two access points off Castle Creek Road will reduce the amount of traffic at the current intersection on Doolittle Drive and is preferred from a fire/emergency safety perspective. A pre-application meeting was held with the Fire Department to confirm that the proposed access points and road widths comply with their standards. Visitor and patient traffic will continue to access the Hospital from Doolittle Drive, and service/deliveries and staff will use the improved intersection at Whitcomb Terrace/Pitkin County Senior Center. Because the central plant of the Hospital is located in the back of the facility and cannot be completely relocated, access must still be provided to the back of the building. However, a second delivery dock is proposed at the northeast corner to reduce the amount of traffic traveling to the back of the property. Construction of the garage and other building additions and improvements will require new drainage improvements to be developed on the property. The Hospital proposes to direct on- site flows to the meadow and to enhance the meadow’s capacity to capture and filter run-off by constructing a detention pond system in the meadow. The ponds will not be wet ponds but are designed to accept run-off and gradually filter and return drainage back into the ground. To accommodate the loop road and drainage improvements in the meadow, the Hospital has been working with the Parks Department to identify an appropriate new alignment of the Nordic trail through the property. 3. Phase III is proposed on the west side of the existing building and includes a two story addition. Aspen Valley Hospital Master Facilities Plan 10 Planned Unit Development Application – February 2008 Phase III on the first floor includes: • emergency department expansion • imaging department expansion • expanded surgical suite • central plant upgrades Phase III on the second floor includes: • medical office space • patient family services with overnight accommodations for families of hospitalized patients • roof heli-pad with a vestibule and elevator for easy inside access to the emergency department Conceptually, the square footage calculations of Phase III improvements are summarized below: Renovated New Total Basement 0 10,671 10,671 Level One 25,149 32,715 57,864 Level Two 0 11,043 11,043 Medical Office 0 8,681 8,681 Total 25,149 63,110 88,259 Phase III also includes a covered ambulance drop-off and emergency room entry, as well as a carport for two ambulances and snow removal vehicles. The existing ambulance barn and functions will remain in the current location. Presently the heli-pad is located at grade, near two major entrances, on the south side of the Hospital. This emergency landing pad is dangerous due to flying debris and unrestricted access. As part of Phase III, the Hospital proposes to relocate the heli-pad to the roof. A Noise Analysis was conducted to quantify noise impacts due to the relocation. Noise monitors were placed in various locations around the Hospital including the adjacent neighborhoods both uphill and downhill of the Hospital. Findings demonstrate that a relocation of the heli-pad will not cause a difference in the decibel levels when a flight for life helicopter is landing or taking off. Please refer to the Noise Analysis Heli-Pad Relocation study and map found in Appendix E. 4. Phase IV includes a new primary entrance and foyer added at the south side. The patient drop-off area will be revised to allow direct RFTA bus service and efficient short-term parking near the front entrance. Upgrades to the intersection of Castle Creek Road and Doolittle Drive will be included in this Phase. Per the annexation agreement, the Hospital stands ready to participate with the City of Aspen on the improvements to this intersection. Phase IV also includes relocation or expansion of the medical foundation office and the creation of a chapel/meditation room. The cardiology clinic and the lab will be relocated and enlarged. Occupational health and the outpatient clinic will be relocated and redesigned to contemporary standards as part of this Phase. Aspen Valley Hospital Master Facilities Plan 11 Planned Unit Development Application – February 2008 Conceptually, the square footage calculations of Phase IV improvements are summarized below: Renovated New Total Basement 3,509 3,813 7,322 Level One 15,574 6,128 21,702 Level Two 0 0 0 Medical Office 0 0 0 Total 19,083 9,941 29,024 5. Total Project – The Hospital intends to achieve build-out of the 20-year Master Facilities Plan in phases, due to various constraints when constructing additions and renovations in a facility that must remain operational 24 hours a day, every day of the year. The Hospital proposes to seek final PUD approval for each Phase of the project as construction of the previous Phase nears completion. However, each Phase of the project is designed to function independently and is not reliant on subsequent Phases to become fully functional. Recognizing the community’s sensitivity to larger structures, much time and effort have been spent to make sure that the Hospital is the smallest size possible while ensuring that current and future healthcare needs can be adequately met. If, between conceptual and final PUD approvals, changing trends in health care or new technology dictate an alteration of the planned space or functionality of an area, the MFP has been designed to adjust to these changes. For example, the proposed medical office space will not be condominiumized in the event the Hospital needs the space for future programs or to expand current operations. The following charts outline, at this conceptual level, the total gross square footages for renovation and expansion. In addition, a third chart outlines the total amount of floor area square footages, as defined in the City of Aspen Land Use Code, of development on the property, Parcel C. a. Renovation Renovated Below Grade 3,677 Above Grade 67,703 Med. Office 0 Total 71,380 b. Expansion Existing Facility New Total @ Build Out Below Grade 5,000 24,558 29,558 Above Grade 70,700 96,121 166,821 Med. Office 0 17,716 17,716 Sub-Total 75,700 138,395 214,095 Parking Garage 76,000 (234 spaces) 76,000 Total* 75,700 214,395 290,095 *This is not “floor area” because this chart includes below grade space. Aspen Valley Hospital Master Facilities Plan 12 Planned Unit Development Application – February 2008 c. Floor Area Calculation for Parcel C Existing Floor Area Additional Floor Area Total @ Build Out Ambulance Barn 3,830 3,830 Whitcomb Terrace/ Senior Center 17,206 17,206 CEO Residence 3,500 3,500 Hospital 70,700 113,837 184,537 Total 95,236 113,837 209,073 FAR w/out parking garage .13:1 .28:1 Parking Garage 45,600 45,600 Total 95,236 159,437 254,673 FAR w/parking garage .13:1 .34:1 *These numbers are less than gross square footages at build out because only above grade space is considered when calculating floor area. ** Slope reduction was calculated when determining the FAR. C. Architectural Design The overall building design maximizes the efficiency of the existing Hospital, its functions and future programming. The necessity to increase the size of the building was considered in a manner that would be least intrusive to the surrounding neighborhood and would not, to the greatest extent possible, compromise the open character of the land. Fortunately, the topography of the property allows for parts of the building to be somewhat concealed by the hillside. Renewable and sustainable building materials will be used, with the ultimate goal of energy efficiency and environmental awareness. The materials include stone, brick, metal wall panels, and window placement that take advantage of the beauty of the setting and natural light. The design is best described as “a collection of smaller buildings” that blends in with the environment. For a more detailed description of the architecture/design elements please refer to Section V. B. 5 of this application as well as the renderings and elevations in Appendix D. D. LEED Certification One of the fundamental goals set by the design team is to ensure that the building design and construction support the principles of environmentally sustainable architecture and engineering. The Hospital Board challenged the architectural team to not only design a green building but also one that can achieve the prestigious certification of Leadership in Energy and Environmental Design (LEED). Very few hospitals strive for environmental leadership, let alone receive it. Design elements such as the use of natural daylight in patient care and staff support areas reduce energy consumption. The judicious use and conservation of water in the design is an Aspen Valley Hospital Master Facilities Plan 13 Planned Unit Development Application – February 2008 integral part of sustainability as it relates to the site design. The Hospital is currently exploring, with City staff, additional energy saving programs. E. Transportation The Hospital proposes various upgrades to the parking, access and vehicular circulation on Parcel C. Currently, all traffic for the Hospital enters and exits at one point – Castle Creek Road and Doolittle Drive. A looped service road will be constructed to separate service/delivery traffic from staff and visitors. The Hospital will increase the amount of on- site parking commensurate with the phased expansion of the facility. The parking garage, which takes advantage of the existing topography, will alleviate space constraints on the site without intruding into the open meadow area for parking. The reconfigured front entry will enable a RFTA bus to drop off passengers at the front door and create more space for drop-off and pick-up. A dedicated emergency service ramp will separate ambulance traffic from other traffic. Leigh Scott Cleary (LSC), Transportation Consultants, Inc. conducted a parking analysis and a traffic study for the MFP. A summary of their findings is included in Appendix F. The full report will be made available upon request. 1. Parking The Parking Analysis recommends 350 to 400 parking spaces on site to meet the projected parking demand at build out. The Parking Analysis considered the number of existing employees and the increase in employees, patients and physicians before adjusting the projections in consideration of alternative transportation options such as RFTA and van pool service, proximity to town, and the Hospital’s location on bike and pedestrian paths. The amount of net leasable medical office space and the number of patient stations or beds was also considered. The following sequence of parking improvements will occur with each phase of development: Surface Parking* Parking Garage Total LSC Recommended Parking/Phase Existing Conditions 175 175 Phase I 175 175 Phase II 168 234 402 280 Phase III 111 234 345 362 Phase IV 105 234 339 350-400 *The number of existing surface parking spaces at the Hospital was measured using the City of Aspen dimensional standards of 8.5’ x 18’ per space, 175 spaces. Although when LSC conducted an on-site count this number equaled 185 spaces. Parking at Whitcomb Terrace/Pitkin County Senior Center remains the same with 26 spaces and is not included in the above counts. The amount of on-site parking reaches a peak in Phase II because: • it is necessary to construct the parking garage during Phase II when the majority of infrastructure improvements will be made to the site; • this amount of parking must be provided on site before Phase III begins as development will eliminate parking on the west side; Aspen Valley Hospital Master Facilities Plan 14 Planned Unit Development Application – February 2008 • construction staging for Phases III and IV will most likely occur out of the surface parking lot on the east side; and • it will be necessary for construction personnel, Hospital visitors and patients to use the parking garage during the construction of Phases III and IV. Because of the excessive number of parking spaces at the completion of Phase II, the Hospital will utilize the garage for storage and close off some of the spaces. According to the chart above, which is based upon the recommendation from the transportation consultants, the Hospital will be short on parking spaces in Phases III and IV. However, the Hospital believes that the amount of parking designed for the site, 339, will be adequate at build out for the following reasons: • The Hospital has elected to remain in its current location which is within walking and biking distance of downtown Aspen and most Aspen neighborhoods. • The campus is directly connected to downtown Aspen via the Marolt pedestrian/bike path and bridge. • The campus is on the Castle Creek Road recreational bike path. • The campus is served by RFTA with 20 minute headways and Phase IV enables RFTA to drop off and pick up at the front door. • The Hospital operates in shifts and there is frequent turn over of parking spaces both for employees and outpatients. • Various auto disincentives are used or recommended for Hospital employees, visitors, and patients such as: – discounted RFTA passes – incentivize car pools between AVH employees with cash stipends – implement a van pool program – campus bicycles for off campus errands – dial-a-ride program – RFTA shuttle service coordinated with Aspen Highlands – coordination with RFTA to improve downvalley bus service – consideration of future paid parking program. The Hospital is also mindful of the community’s goals not to over park the property, thus incentivizing the automobile. Similarly, the Hospital has made every effort to limit the amount of new development and pavement on Parcel C preserving the open/natural characteristic of the property. A parking and transportation demand management plan will be included in the final PUD application for each Phase. 2. Traffic Analysis The Traffic Impact Analysis concluded that the level of service (LOS) of the Doolittle Drive and Castle Creek Intersection is rated B. The consultants considered the growth of the campus, the proposed access and circulation site improvements and concluded that the LOS B will remain through the year 2026 if the following traffic mitigation measures are implemented: Aspen Valley Hospital Master Facilities Plan 15 Planned Unit Development Application – February 2008 a. Improve the existing intersection at Castle Creek Road and Whitcomb Terrace/Pitkin County Senior Center/Pitkin County Senior Center and construct a southbound right- turn deceleration lane. b. Construct a dedicated access from Castle Creek Road onto Doolittle Drive for neighborhood traffic and construct a second access dedicated for Hospital traffic. c. Implement various auto disincentives as listed above in the Parking section. Due to significant grade changes between the Hospital and Whitcomb Terrace/Pitkin County Senior Center, that intersection and driveway must be reconstructed to meet current engineering standards, achieve appropriate grades for the loop service road, and provide access to the lower level of the parking garage. To achieve appropriate engineering standards for access, the grade of Castle Creek Road will be raised. This improvement will be done in conjunction with the construction of the deceleration lane. This will cause a short-term traffic disruption on Castle Creek Road. Given recent neighborhood concerns regarding the new pedestrian path proposed on Castle Creek Road, it is proposed that the City, the Hospital and the neighbors work together to make the necessary improvements in this stretch of roadway. These road improvements are planned for Phase II of the MFP. The improvements recommended for the Doolittle Drive intersection are proposed for Phase IV in conjunction with the front entry and traffic flow improvements. 3. RFTA Currently RFTA provides free service to the intersection of Castle Creek Road and Doolittle Drive every 20 minutes. Reconfiguration of the front entry to the Hospital will enable a RFTA bus to drop off passengers at the front door of the Hospital. In a recent meeting with RFTA it was confirmed that RFTA will drop off and pick up on demand. A dial-a-ride service will also be available for pick up as well. 4. Public Trail The existing pedestrian/bike trail along Castle Creek Road will remain in the current location as part of the MFP. However, the path will be realigned where it crosses the Whitcomb Terrace/Pitkin County Senior Center driveway to increase the safety of this crossing. Similarly, where the trail intersects with Doolittle Drive, a separate and protected entry point is proposed into the Hospital parking lot which will increase safety at this terminus and enhance crossing to the Schultz Building. A portion of the trail north of the Whitcomb Terrace/Pitkin County Senior Center driveway will be reconstructed, using the existing grade and alignment, to provide maintenance access to the stormwater management ponds. F. Employee Generation Employee generation and mitigation is a topic that will be discussed as part of the Hospital’s GMQS Exemption review during final PUD. However, because of the importance of this community issue, the Hospital believes it is necessary to begin the discussion at this conceptual level. 1. Credits Historically the Hospital has been very proactive regarding housing for its employees. Not only does employee housing facilitate recruitment but it helps retain good employees to ensure that a vital community service is fully functional around the clock, 365 days a year. The Hospital built and manages 21 rental units in Mt. Oaks directly adjacent to the Hospital. Aspen Valley Hospital Master Facilities Plan 16 Planned Unit Development Application – February 2008 The Hospital built a single family home, on the north end of the property, dedicated to the administrator of the Hospital, and the Hospital owns the former Beaumont Lodge which provides 25 rental dwelling units for employees, 14 of which are deed restricted and 11 are former hotel rooms. All of the units the Hospital manages were voluntarily built and were not required employee housing mitigation. The Hospital proposes to use the voluntarily built units as “credits” available for mitigation purposes for the MFP. Credits have been used in the past when the Hospital converted basement storage to conference rooms and the emergency room and laboratory were expanded. Consistent with this past practice, the Hospital proposes to utilize credits for the expanded square footage of the facility. Over the years, the Hospital has expanded the square footage of the facility and has linked existing employee units to the additional square footage for mitigation purposes. The following chart illustrates the number of units owned for Hospital employees, the number of units linked to former Hospital expansions and the number of credits available for use: Current Housing for Mitigation Purposes # of Employees Housed Less Expansions Total Credits Mt. Oaks 37.25 CEO Housing 3.5 Beaumont (includes 11 hotel rooms) 29.5 Sub-Total 70.25 ER, Waiting Room, Lab (pre-1997) 2 Basement Conference Facility conversion (pre-2000) 2.6 Sub Total 4.6 Total Available 65 2. Essential Public Facility The Hospital is an Essential Public Facility as defined in the Land Use Code Section 26.104.100: “A facility which serves an essential public purpose is available for use by or benefit of, the general public and serves the needs of the community.” Therefore when calculating the amount of employees generated by the MFP the Land Use Code Section 26.470.100.A.1 states that “for the Public Zone district…each Essential Public Facility proposal shall be evaluated for actual employee generation.” Because the Hospital’s operation and use of square footage does not fit basic land use categories, the Hospital will conduct an employee generation evaluation based upon the increase, in percentage terms, in the “volume” departments, taking into account “decompression,” “increased efficiencies,” and industry standards. Before the Hospital begins this level of analysis, the Hospital would like to begin a dialogue with the City regarding the methodology. The conceptual PUD review should be the place for this discussion. Once everyone agrees upon the parameters for the employee generation Aspen Valley Hospital Master Facilities Plan 17 Planned Unit Development Application – February 2008 evaluation, the Hospital will complete the analysis, per phase, for review. Below are the factors that will be considered in the evaluation: a. Volume - There are functions of the Hospital that are volume or census driven which is tied to an increase in square footage, the seasonal nature of our community and the service provided by the Hospital. During the high seasons, winter and summer, the Hospital is operating at full capacity; however in the low seasons, spring and fall, the number of FTEs is reduced. b. Support Services - There are administrative needs supporting basic functions of the Hospital that are not volume/census driven and will not fluctuate due to the high and low seasons. For example, additional engineering and housekeeping employees will be added due to the daily requirements of maintaining the facility regardless of how many patients are being served. c. Decompression - Currently, many Hospital employees function within confined spaces. In some cases the renovation and expansion will only provide more room to perform duties and an increase in square footage will not necessarily equate to an increase in the number of employees. Staff views much of the MFP as an opportunity to “decompress” long undersized departments that have outgrown their spaces. d. Increased Efficiency – Increasing the size of the facility will allow the Hospital to utilize technology that enables Hospital staff to perform functions more efficiently. Therefore an increase in space does not necessarily increase the number of employees. Also, the Hospital currently has excess staffing capacity that will allow for considerable volume growth, related to increased community demand and physical capacity, without any impact on staffing levels or employees generated. 3. Medical Office Space As part of the MFP the Hospital proposes to add approximately 17,716 gross square feet of leasable medical office space for local physicians to base their practices from the Hospital facility. This co-location of services has become an industry standard throughout the Country. The ability of a physician to provide office hours and conduct routine hospital rounds at one location maximizes the efficiency of the practice, as well as the response time in a medical emergency, and meets a growing need identified in our community for medical office space. For the purposes of the MFP, the medical office space is considered net leasable space and the mixed use category for employee generation was considered. At this conceptual level the following number of employees generated for the medical office space has been calculated: Leasable Square Footage 17,716 30% Reduction for corridors, etc. 12,401 Rate per Code for Mixed-Use 3.7/1000 square feet Employees Generated 46 Aspen Valley Hospital Master Facilities Plan 18 Planned Unit Development Application – February 2008 4. Summary of Employee Generation Topic It is anticipated that the Hospital will have the opportunity to discuss thoroughly with City staff, Planning and Zoning Commission, and City Council the formulas used to derive employee generation and specific mitigation during the review of this project. It is important for the Hospital to understand, at this conceptual level, that the City will accept housing credits and for there to be agreement regarding the methodology for calculating the number of employees generated and what mitigation level will be required of this essential community facility. V. Land Use Review Process To accomplish the goals of the MFP, the Hospital proposes significant renovations to the existing space and expansion of the facility. The PUD review process is the vehicle for review of the proposed enhancements. Special Review for off-street parking is also considered in this section of the application as well as a GMQS Exemption for a shelter for three ambulances. As an Essential Public Facility, the Hospital will seek a GMQS Exemption during final PUD review. Employee generation and mitigation will be considered as part of the GMQS Exemption; however the Hospital provided an employee generation analysis to begin this important discussion with the City. A. Section 26.710.250 Public Zone District The Hospital campus includes three separate parcels. The Hospital facility is located on Parcel C which is the focus of the renovations and expansion of the facility. Parcel C is zoned Public and a Hospital is a permitted use within the Public zone district. The Public zone district does not prescribe specific dimensional requirements. Floor area, setbacks, minimum open space and height are all defined at the time of the PUD review. Off- street parking is also established via Special Review. B. Section 26.445.050 Conceptual PUD Review Standards The proposed development must comply with the following review criteria: 1. General Requirements a. The proposed development shall be consistent with the Aspen Area Community Plan. Response: The Hospital’s proposal is consistent with the following policies and goals of the 2000 Aspen Area Community Plan (AACP): 1. Community Themes: Preserve important open spaces and create a “boundary” to encourage compact development. The Hospital’s Parcel C is 19.1 acres. Approximately 13 acres will remain undeveloped. The focus of the Hospital’s upgrade is the existing facility. Site improvements are concentrated around the building at the south end of the property. Aspen Valley Hospital Master Facilities Plan 19 Planned Unit Development Application – February 2008 The parking garage is sited to take advantage of the existing topography. The location and use of a three level parking garage allows a concentration of pavement and development in one area. During the planning process, the Hospital Board considered whether the current location and facility could support future growth and if it was feasible to upgrade the current facility while maintaining Hospital functions. The administration and the Board concluded that the current location of the Hospital was most optimal from a visual site perspective as well as the proximity to the community and alternative transportation modes. In addition, the ability to expand outside the existing building allows growth and upgrades to occur in a sequenced fashion. Therefore, the current proposal complies with one of the fundamental underpinnings of the Aspen Area Community Plan which is to contain growth within the Urban Growth Boundary and encourage new growth within a compact form not only on site but within the local neighborhoods. 2. Managing Growth Goal D: Contain development with the creation of an Aspen Community Growth Boundary…to ensure development is contained and sprawl is minimized. As stated above, the decision to remain at the current location supports this AACP goal. If the Hospital was relocated, the current building could be reused by another entity and the new business, or relocated and expanded business, would be required to provide very little mitigation because of the reuse of existing square footage. 3. Transportation Policy: Structure new growth in the community in compact, mixed-use patterns that enable and support travel by foot, bicycle and public transportation for all types of trips. The decision to enhance the current facility supports this AACP goal for a variety of reasons: • The Hospital campus is connected to the area’s extensive pedestrian/bike system at two points: the Castle Creek bike trail parallels the property on the east side connecting to other regional trails and a second trail, directly across Castle Creek Road, connects this hub directly to Seventh Street and the core of Aspen. RFTA provides free transit service to the campus every 20 minutes. The Hospital is launching a van pool program in 2008 starting with 2-3 vans. • The Hospital provides employees with discounted RFTA punch passes and stipends for employees that carpool. In addition, the Hospital is developing a van pool service for employees. • The Hospital’s proximity to Whitcomb Terrace/Pitkin County Senior Center/Pitkin County Senior Center and the Schultz Building supports shared activities and infrastructure such as parking and RFTA. In addition, the Hospital manages 21 employee housing units within walking distance of those residents’ place of work. Aspen Valley Hospital Master Facilities Plan 20 Planned Unit Development Application – February 2008 • The Hospital is working on a parking management plan to enhance the flow of traffic and accessibility for all users of the campus. A parking management plan will be submitted within a final PUD application. 4. Economic Sustainability Goal: Create a long-term sustainable economy that respects the underpinnings of the community such as the environment and the people. Aspen Valley Hospital is a high quality community provider. The proposed renovations and expansions are necessary to continue to provide the high level of medical services for the next 20 years. The architectural design and improved provision of services were planned with this community in mind. The architectural quality and green building components support local sustainability goals. 5. Parks, Open Space, and the Environment Goal: Protect and enhance the natural environment. As discussed above, the Hospital seeks to minimize the impact upon the land by designing improvements in a compact form and remaining within the Urban Growth Boundary. In addition, the Hospital Board has directed the design team to pursue LEED Certification for the expanded square footage if not for the renovated areas as well. b. The proposed development shall be consistent with the character of existing land uses in the surrounding area. Response: The Hospital campus incorporates a number of public medical oriented services such as the ambulance barn, senior assisted living and the Pitkin County Senior Center, and the Schultz Health and Human Services building. In addition, the campus is surrounded by five high density residential neighborhoods and extensive open space. The proposed improvements will not alter the land use of the area because the renovations and additions will enhance the medical/community services orientation of this area and will not alter the existing uses of the site. c. The proposed development shall not adversely affect the future development of the surrounding area. Response: The proposed development does not change the land use pattern of the area nor the existing zoning. The proposed development is intended to enhance the existing uses of the site and the physical infrastructure supporting those uses. d. The proposed development has either been granted GMQS allotments, is exempt from GMQS or GMQS allotments are available to accommodate the proposed development and will be considered prior to or in combination with, final PUD development plan review. Response: The Hospital will seek a GMQS Approval for an Essential Public Facility during the final PUD review. The Land Use Code defines an Essential Public Facility as “a facility Aspen Valley Hospital Master Facilities Plan 21 Planned Unit Development Application – February 2008 which serves an essential public purpose is available for use by or benefit of, the general public and serves the needs of the community.” However, the Hospital desires to begin a discussion regarding employee generation for an Essential Public Facility at this conceptual stage in the review process. 2. Establishment of Dimensional Requirements There are no prescribed dimensions for allowed uses within the Public zone district. All dimensional requirements shall be established with the adoption of a final PUD development plan. a. The proposed dimensions for this project, at build out, are: 1. Minimum Lot Size: 19.1 acres 2. Minimum lot width: The approved site plan will establish a site specific location of the buildings. 3. Minimum front yard: The approved site plan will establish a site specific location of the buildings. 4. Minimum side yard: The approved site plan will establish a site specific location of the buildings. 5. Minimum rear yard: The approved site plan will establish a site specific location of the buildings. 6. Maximum site coverage: The impermeable surface will be roughly 6.2 acres at build out which includes all buildings, pavement, stairs, walkways and the parking garage. 7. Maximum height: The height of the building will be established by the approved plans. Following is a list of maximum heights from various points: • Two story element 30’-6” to the top of the parapet; • Three story height at new service yard: 49'-6"; • Height of parking structure at north end (maximum exposure): 29'; • Height of parking structure stair tower at north end: 34' 8. Minimum distance between buildings on the lot: 70’-8" minimum distance between the Hospital and Whitcomb Terrace/Pitkin County Senior Center 9. Minimum percent of open space required for the building site: Approximately 67 percent of the site will remain open which includes all pervious surfaces and the detention basins. 10. Trash access area: the first service yard area at the back of the property is 4,192 square feet. The second service yard area adjacent to the parking garage entrance is 5,286 square feet. 11. Allowable Floor Area: i. When calculating the lot area for floor area purposes the following slope analysis was considered: Aspen Valley Hospital Master Facilities Plan 22 Planned Unit Development Application – February 2008 Slope % Land Area Sq. Ft. Reduction Net Area 0-20% 85% 714,469.5 0 714,469.5 20%-30% 7.6% 63,546.5 50% 31,773.2 30%> 6.5% 53,980.0 100% 0 Total 831,996 or 19.1 acres 746,243 or 17 acres Note: based upon a review of the slope analysis map for Parcel C, most of the 30% or greater slopes are not natural and appear to have been formed as part of the development of the site. ii. The existing and proposed floor area for Parcel C is illustrated in the following chart: Existing Floor Area Additional Floor Area Total @ Build Out Ambulance Barn 3,830 3,830 Whitcomb Terrace/ Senior Center 17,206 17,206 CEO Residence 3,500 3,500 Hospital 70,700 113,837 184,537 Total 95,236 113,837 209,073 FAR w/out parking garage .13:1 .28:1 Parking Garage 45,600 45,600 Total 95,236 159,437 254,673 FAR w/parking garage .13:1 .34:1 12. Minimum off-street parking spaces: at build out Parcel C will have 339 parking spaces supporting the expanded Hospital facility and 26 at Whitcomb Terrace/Pitkin County Senior Center. b. The proposed dimensional requirements shall comply with the following standards: 1. The proposed dimensional requirements for the subject property are appropriate and compatible with the following influences on the property: i. The character of and compatibility with existing and expected future land uses in the surrounding area. ii. Natural or man-made hazards. iii. Existing natural characteristics of the property and surrounding area such as steep slopes, waterways, shade and significant vegetation and landforms. iv. Existing and proposed man-made characteristics of the property and the surrounding area such as noise, traffic, transit, pedestrian circulation, parking and historical resources. Response: As previously stated, the MFP upgrades are focused on the existing Hospital. The expanded square footage of the building will occur in areas that are either currently paved or lawn. A row of large aspen and spruce trees next to the east side of the building must be eliminated for the construction of Phase II and the garage. However, relocation of the trees will be attempted and new trees will be planted on site to mitigate lost trees pursuant to Parks Aspen Valley Hospital Master Facilities Plan 23 Planned Unit Development Application – February 2008 Department standards. The majority of mitigation will occur in the meadow as part of increasing the meadow’s on-site drainage effectiveness. Currently 74 percent of Parcel C is undeveloped. Because the proposed improvements are concentrated in areas where there is already development on the property the majority of Parcel C, roughly 67 percent, will remain undeveloped. This is consistent with the surrounding neighborhood that has large pockets of open space with clustered development. For example, the Meadowood neighborhood has several large meadows in between pockets of homes. The Marolt property is primarily open with the Marolt Housing concentrated at the south end. The other residential neighborhoods are clustered together along Doolittle Drive and are divided from Meadowood by an undeveloped hillside to the south. The infrastructure improvements are designed to support the additional build-out on the property without compromising the open feel of the Hospital’s Parcel C. The scale and massing of the expanded Hospital will not impact the public trails in the area or cause significant changes to the characteristics of the property or surrounding neighborhoods yet ensure the provision of quality healthcare for the community. The intersection upgrades and the loop service road will improve current traffic flows at both entry points and on Castle Creek Road. As discussed earlier in this application the heli-pad will be relocated to the roof of Phase III. A noise analysis was conducted to quantify if the noise from the Flight for Life helicopters would change due to the relocation. It was determined that the noise impact of this emergency service would not change with the relocation. The relocation will create a safer situation because the pad at ground level causes flying debris and ground access to the heli- pad is a current concern for the Hospital. 2. The proposed dimensional requirements permit a scale, massing and quantity of open space and site coverage appropriate and favorable to the character of the proposed PUD and of the surrounding area. Response: Concentrating the upgrades to the existing building has allowed the majority of the land and its character to remain open and undeveloped. The meadow will be upgraded to support on-site drainage improvements and remain undeveloped. The existing vegetation will be enhanced and more trees will be added to comply with tree removal mitigation. The proposed parking garage will be constructed to take advantage of the existing topography on the east side of the building. The top level of the garage will be at the same grade as the existing visitor parking lot on the southeast corner of the property. Although the parking garage is a large addition to the Hospital facility, the east side is the optimal location for additional parking. Currently parking is constrained and creating additional parking lots in a location other than the east side would force parking into the open area north of the facility compromising the open characteristic of Parcel C -- the least desirable scenario. Alternatively, constructing a parking structure over existing surface parking would visually dominate the landscape and is inconsistent with the design goals of the project which are to enhance the provision of quality healthcare with the least amount of negative impacts to surrounding neighborhoods while providing compatibility with the design aesthetics of the community. Aspen Valley Hospital Master Facilities Plan 24 Planned Unit Development Application – February 2008 As stated previously, the MFP design, choice of building materials, and massing of the structure were carefully developed with sensitivity to the existing landscape and surrounding buildings. Using the sloping topography helps preserves view corridors enjoyed by the surrounding neighborhoods. The Hospital is well aware of the community’s aversion to overly large and imposing structures that block views of the mountains or fail to blend into the site. 3. The appropriate number of off-street parking spaces shall be established based on the following considerations: i. The probable number of cars used by those using the proposed development including any nonresidential land uses. ii. The varying time periods of use, whenever joint use of common parking is proposed. iii. The availability of public transit and other transportation facilities, including those for pedestrian access and/or the commitment to utilize automobile disincentive techniques in the proposed development. iv. The proximity of the proposed development to the commercial core and general activity centers in the City. Response: The Transportation section of this application summarized the parking analysis for the Hospital at build out. Currently the Hospital has 185 parking spaces and Whitcomb Terrace/Pitkin County Senior Center/Pitkin County Senior Center has 26 spaces. The transportation consultants utilized a parking and travel pattern survey of Hospital staff and considered a 20% reduction due to the proximity and frequency of RFTA service and the adjacency of the pedestrian/bike paths. The parking analysis concluded that approximately 350 to 400 parking spaces would be required to meet peak projected parking demand at full build out and utilization of the built space. The total number of spaces proposed for the MFP at build out is 339. As discussed in the Transportation section of this application (Section IV), the Hospital believes 339 spaces are adequate for the following reasons: • The Hospital has elected to remain in its current location which is within walking and biking distance of downtown Aspen and most Aspen neighborhoods. • The Hospital operates in shifts and there is frequent turn over of parking spaces. • The campus is directly connected to downtown Aspen via the Marolt pedestrian/bike path and bridge. • The campus is on the Castle Creek Road recreational bike path. • The campus is served by RFTA with 20 minute headways and Phase IV will enable drop off and pick up at the front door. • Various auto disincentives are used or recommended for Hospital employees, patients and visitors such as: – subsidized RFTA passes – van pools – gas stipends for car pool users and other car pool incentives – campus bicycles for off campus errands – dial-a-ride program Aspen Valley Hospital Master Facilities Plan 25 Planned Unit Development Application – February 2008 – RFTA shuttle service coordinated with Aspen Highlands – work with RFTA to improve downvalley bus service – consider future paid parking program. A parking management plan will be submitted in the final PUD application for each Phase of the MFP. 4. The maximum allowable density within a PUD may be reduced if there exists insufficient infrastructure capabilities. Specifically, the maximum density of a PUD may be reduced if: NA 5. The maximum allowable density within a PUD may be reduced if there exists natural hazards or critical natural site features. Specifically, the maximum density of a PUD may be reduced if: NA 6. The maximum allowable density within a PUD may be increased if there exists a significant community goal to be achieved through such increase and the development pattern is compatible with its surrounding development patterns and with the site's physical constraints. Specifically, the maximum density of a PUD may be increased if: NA 3. Site Design The purpose of this standard is to ensure the PUD enhances public spaces, is complimentary to the site's natural and man-made features and the adjacent public spaces, and ensure the public's health and safety. The proposed development shall comply with the following: a. Existing natural or man-made features of the site which are unique, provide visual interest or a specific reference to the past or contribute to the identity of the town are preserved or enhanced in an appropriate manner. b. Structures have been clustered to appropriately preserve significant open spaces and vistas. c. Structures are appropriately oriented to public streets, contribute to the urban or rural context where appropriate and provide visual interest and engagement of vehicular and pedestrian movement. d. Buildings and access ways are appropriately arranged to allow emergency and service vehicle access. e. Adequate pedestrian and handicapped access is provided. f. Site drainage is accommodated for the proposed development in a practical and reasonable manner and shall not negatively impact surrounding properties. g. For nonresidential land uses, spaces between buildings are appropriately designed to accommodate any programmatic functions associated with the use. Response: The existing site can generally be divided into two zones: the “developed zone” on the south portion of the site and the “native zone” on the north portion of the site. The overall development improvements focus on the already developed, southern portion of the site. Traffic impacts have been limited on the site through the use of a looped vehicular circulation route around the entire building; this looped road is required for hospital operations and emergency services access. Public parking has been located between the Hospital building Aspen Valley Hospital Master Facilities Plan 26 Planned Unit Development Application – February 2008 and Castle Creek Road, separating guest circulation from employee and service uses to the extent possible. The overall character of the undeveloped portion of the site is gently rolling terrain covered in meadow grasses with occasional native shrubs and trees. The most significant vegetation on the site consists of a large stand of gambel oak and serviceberry; this extends generally from the north side of the Hospital building into the meadows west and north of Whitcomb Terrace/Pitkin County Senior Center/Pitkin County Senior Center and contains the existing Nordic trail alignment. This stand will be preserved to the extent possible; some disturbance will be required during installation of hospital infrastructure and realignment of the Nordic trail. Parking is provided via surface lots and a multi-story parking structure. The parking structure takes advantage of existing topographic changes on the site to provide grade-level access at the north and south ends of the structure. Handicap access is accommodated by sidewalks and paths in the surface lots, and by direct access into one of the building’s interior elevators from each level of the parking structure. Surface drainage on the site is directed into a catch basin system and conveyed to a series of stormwater management basins on the northern portion of the site. The basins are designed to allow infiltration of stormwater as it passes through the three-tier system, and to cleanse the water of pollutants prior to release into the proposed percolation channel. The basins will be landscaped with native plant material to create wildlife habitat and cover, and to soften the visual impact both on and off-site. A soft trail and seating areas are proposed around the basins to create a site amenity that takes advantage of the dry pond habitat and spectacular views of the surrounding peaks. The Hospital has begun an initial discussion with the Meadowood Homeowners Association regarding drainage problems in their meadows and ponds. The Hospital has expressed a willingness to work with Meadowood toward a drainage solution. 4. Landscape Plan The purpose of this standard is to ensure compatibility of the proposed landscape with the visual character of the City, with surrounding parcels and with existing and proposed features of the subject property. The proposed development shall comply with the following: a. The landscape plan exhibits a well-designated treatment of exterior spaces, preserves existing significant vegetation and provides an ample quantity and variety of ornamental plant species suitable for the Aspen area climate. b. Significant existing natural and man-made site features, which provide uniqueness and interest in the landscape, are preserved or enhanced in an appropriate manner. c. The proposed method of protecting existing vegetation and other landscape features is appropriate. Response: The existing landscape can be divided into two general categories - a “developed zone” and a “native zone.” The developed zone is characterized by higher-intensity plantings such as turf grasses and shade trees adjacent to the facility. The native zone is characterized by meadow grasses, gambel oak and serviceberry thickets, and cottonwood trees along the road and in the drainage basins. The proposed landscape plan uses more intense/traditional Aspen Valley Hospital Master Facilities Plan 27 Planned Unit Development Application – February 2008 landscape planting adjacent to the building to provide a welcoming setting for the facility, while quickly transitioning to appropriate, native and xeric plant materials at the perimeter and the northern portion of the property. Landscaping at the site entrances, drop-off, and building entries will provide shade and color in the form of deciduous trees, shrubs, and perennials; medians in the parking lot will be planted in xeric groundcovers along with deciduous trees to cast shade on the parking areas. Several small outdoor seating areas are proposed near the hospital building to provide comfortable spaces to gather, eat lunch, and relax in the shade. Disturbed areas on the slopes along the property boundary at Castle Creek Road will be revegetated to recreate the shade and screening of the existing cottonwood and gambel oak clusters. The large gambel oak and serviceberry thicket that crosses the middle of the site will be preserved to the extent possible. Additional deciduous and evergreen planting will be included in strategic locations to provide screening and softening of the building from adjacent properties. Planting around the stormwater management basins at the north end of the site will be chosen and located to take advantage of the wetter environment created by the collected site runoff. Working with the City’s Water Department it was confirmed that the Hospital has 860,000 gallons of raw water entitlement out of the City’s raw water line for irrigation purposes. However, the City has required that the current ditch, which delivers the water to the Hospital, be culverted, pressurized and installed along Doolittle Drive to reduce water loss. The irrigation system will be designed to minimize water waste by including bubbler heads and real-time moisture sensors that allow the system’s watering schedule to be suspended during times of precipitation. A detailed mitigation plan will be submitted at final PUD. 5. Architectural Character a. Be compatible with or enhance the visual character of the City, appropriately relate to existing and proposed architecture of the property, represent a character suitable for and indicative of the intended use and respect the scale and massing of nearby historical and cultural resources. b. Incorporate, to the extent practical, natural heating and cooling by taking advantage of the property's solar access, shade and vegetation and by use of non- or less-intensive mechanical systems. c. Accommodate the storage and shedding of snow, ice and water in a safe and appropriate manner that does not require significant maintenance. Response: With this proposed facility expansion, the Hospital’s new footprint and scale will have an architectural treatment that is suitable to its use and appropriate for the surrounding community and the City of Aspen. The primary goal of the planned expansion is to meet the functional needs of the facility while ensuring that quality healthcare continues to be provided to the community. The new additions, which virtually wrap the existing facility, are designed to reduce the scale of the expansion into smaller, discreet volumes, a “village” of structures, expressed on the façade through a variety of materials, through the placement of glassed areas and by modulating the plane of the walls. This is most evident at the new patient wing where groupings of patient rooms define blocks of floor space which are carried up into the outpatient floor above and are further reinforced with projecting balconies. The play of shade Aspen Valley Hospital Master Facilities Plan 28 Planned Unit Development Application – February 2008 and shadow and the transparency of a more generous window treatment at the second floor help “lighten” the feel of the patient wing. The second story portions of the expansion are positioned to the north and west, away from the southeast public entry zone of the site, preserving the one-story scale of the Hospital when approaching from the Castle Creek Road turn-off and through the surface parking lot. The wooded ridge along Meadowood Road from the west and the dense tree cover along Castle Creek Road from the east help shield the facility’s increased height and mitigate the scale of these upper portions. Utilizing the sloping topography of the site the proposed additions are nestled into the slopes to preserve view corridors from neighboring properties to the greatest extent possible. At the new south entry, a curved atrium welcomes visitors to the improved facility. This public circulation space, accessing all zones in the Hospital, is the new “front door” of the facility: memorable, bright, airy, transparent, oriented to maximize solar access yet protected from excessive heat gain through shading devices, glazing technology and a deep, linear drop- off canopy. The curvilinear form of the atrium improves vehicular access to the front of the Hospital facilitating patient drop off and RFTA and shuttle service. The selected materials are appropriate for a state-of-the-art health care facility, recalling the character of masonry construction in original Aspen institutional buildings. Buff-colored stone masonry is typically used at grade up to the window sill line, carrying reddish brick masonry at the first floor level. A lighter, ground-face block masonry extends the exterior wall up to the roofline or to a metal panel fascia. The upper story generally carries more glazed area for a lighter overall appearance. Brick masonry banding through the line of the second floor windows, cast stone banding and window heads throughout and buff sandstone panels comprise a detailing language. The arc of the entry atrium is marked by a progression of stone pillars which repeatedly frame a continuous curved glazed wall and support a steel frame roof structure. The roofs throughout are flat and carry the snow load. Rooftop equipment is screened and the roof surface material, visible from the hillside to the south for half the year, is toned-down from the existing white color. The vehicular drop-off points at the new east entry and along the arc of the south main entry are protected from the elements by glass canopies. Designed for transparency as well as cover, the canopies will hold the snow and conduct the runoff of rain and snowmelt to the storm water system. A three tier, pre-cast concrete parking structure, situated directly east of the patient wing, is positioned in the sloping hillside to achieve a seamless extension of the existing surface parking. Staff access is at the lowest point in the structure on the north side, connecting from the new loop service road off of the Castle Creek Road and Whitcomb Terrace/Pitkin County Senior Center entry point. The parking structure, itself serving as a buffer to the patient wing addition, is largely screened by the existing tree cover and low vegetation along Castle Creek Road. The exposed pre-cast northern facade supports a metal screen “skin” to unify and soften the pre-cast construction. Aspen Valley Hospital Master Facilities Plan 29 Planned Unit Development Application – February 2008 The configuration, materials selection, systems design and construction of the additions and renovations will support the principles of environmentally sustainable architecture and engineering. The Hospital administration and the Hospital Board are committed to pursuing the designation of LEED certification. The amount of snow storage provided for in the MFP site plan was based on an engineering analysis contained in Appendix G. This project provides a total storage volume of 153,044 cubic feet, primarily in the middle stormwater detention basin and landscaping pockets, as designated on the site plan. It is proposed that a short segment of the bike and pedestrian trail from the Castle Creek Road/Whitcomb Terrace/Pitkin County Senior Center intersection to the detention basin is reinforced to a traffic-rated driving surface and widened to 12 feet to accommodate loaders or truck hauling snow and for maintenance of the basins. Snow will be deposited into the first two basins. 6. Lighting The purpose of this standard is to ensure the exterior of the development will be lighted in an appropriate manner considering both Public Safety and general aesthetic concerns. The following standards shall be accomplished: a. All lighting is proposed so as to prevent direct glare or hazardous interference of any kind to adjoining streets or lands. Lighting of site features, structures and access ways is proposed in an appropriate manner. b. All exterior lighting shall be in compliance with the outdoor lighting standards unless otherwise approved and noted in the final PUD documents. Up-lighting of site features, buildings, landscape elements and lighting to call inordinate attention to the property is prohibited for residential development. Response: Site lighting is intended to be limited to fixtures required by code or as needed to provide a safe environment and clear wayfinding on the Hospital grounds. Fully shielded parking lot lighting will be provided on masts no higher than 16 feet above grade. Low-level lighting along building access walks will be provided for wayfinding and safety, and code lighting at ingress/egress points of the building will be provided as required. Exterior building lighting will be minimally used to express the building’s architecture and materials. Each of the stone pillars at the main and east entries will be softly down-lit with a surface- applied light fixture. This effect will be reinforced by a progression of down-lighting bollards along the curving front entry curb line. As a response to neighbor inquiries, the Hospital has agreed to pursue a light reduction strategy from the inside of the building for the Phase III addition. All outdoor lighting will comply with section 26.575.150, Outdoor Lighting, of the City of Aspen Land Use Code and a detailed lighting plan will be submitted for review and approval with the final PUD application. 7. Common Park, Open Space or Recreation Area If the proposed development includes a common park, open space or recreation area for the mutual benefit of all development in the proposed PUD, the following criteria shall be met: a. The proposed amount, location and design of the common park, open space or recreation area enhances the character of the proposed development, considering existing and proposed structures and natural landscape features of the property, provides visual relief to the Aspen Valley Hospital Master Facilities Plan 30 Planned Unit Development Application – February 2008 property's built form and is available to the mutual benefit of the various land uses and property users of the PUD. b. A proportionate, undivided interest in all common park and recreation areas is deeded in perpetuity (not for a number of years) to each lot or dwelling unit owner within the PUD or ownership is proposed in a similar manner. c. There is proposed an adequate assurance through a legal instrument for the permanent care and maintenance of open spaces, recreation areas and shared facilities together with a deed restriction against future residential, commercial or industrial development. Response: There are three primary recreation elements proposed on the site: the Castle Creek Road paved bike trail, the seasonal Nordic trail, and the zone around the stormwater management basins. Two of these uses exist and will remain or will be adjusted to provide a safer, higher quality recreational experience. The first element is the asphalt pedestrian trail that generally parallels Castle Creek Road. The alignment of this trail will be left intact along the majority of its route through the site. The trail will be realigned and regraded at the two site entrances, providing a safer integration of pedestrians and vehicles. The trail will also be reconstructed between the Whitcomb Terrace/Pitkin County Senior Center (north) entrance and the stormwater management basins to provide equipment access to the basins as a part of the snow management program and for regular maintenance such as silt removal. This section of trail will be made wider by two feet (one foot either side) and paved with reinforced concrete, but the vertical and horizontal alignment will remain unchanged. The second element is the Nordic trail, which is maintained by the Aspen Nordic Council/Aspen Parks Department. The trail will be realigned during the installation of the service loop road, and will also be revised based on the new location of the stormwater management basins. The team is also exploring a revised alignment through the meadows and gambel oak stands in order to provide a higher quality skiing experience across the site, for example some of the steep slopes will be reduced. The location of the realigned trail will be finalized after coordination with the Aspen Parks Department and adjacent property owners. The final location of the Nordic trail, which continues to be discussed with the Parks Department and adjacent neighbors, will be formalized by a trail easement; this is to be included in the final PUD documents. The third recreational amenity is the soft trail and seating proposed around the stormwater management basins at the north end of the site. This trail is envisioned as a crusher fines path, accessed from the Castle Creek Road trail to the east from Whitcomb Terrace/Pitkin County Senior Center to the south. The trail will be open to the public at the Hospital’s discretion, will provide passive walking and seating areas along the basin edges, and is designed to take advantage of the shade, panoramic off-site views, and wildlife viewing around the basins. The stormwater basin area will blend into the surrounding native meadow and gambel oak hillside. This area will be maintained by the hospital and an easement or public recreational use will not be provided. The undisturbed northern portion of the site will remain as native meadows and stands of gambel oak. Aspen Valley Hospital Master Facilities Plan 31 Planned Unit Development Application – February 2008 8. Utilities and Public Facilities The purpose of this standard is to ensure the development does not impose an undue burden on the City's infrastructure capabilities and that the public does not incur an unjustified financial burden. The proposed utilities and public facilities associated with the development shall comply with the following: a. Adequate public infrastructure facilities exist to accommodate the development. b. Adverse impacts on public infrastructure by the development will be mitigated by the necessary improvements at the sole cost of the developer. c. Oversized utilities, public facilities or site improvements are provided appropriately and where the developer is reimbursed proportionately for the additional improvement. Response: Please refer to the attached Engineering Report, Soils Report and Drainage Report and plans to best understand the civil engineering elements of this project. All three reports are found in Appendix H. Will service letters from utility providers are found in Appendix I. Historic drainage patterns of the site will be altered due to the increase in impervious surfaces and the construction of the parking garage. Alternative drainage flows and on-site storage of run-off will shift to the meadow where a detention basin system will be integrated into the land. Existing patterns of vegetation and grades of the land will be enhanced to not only support increased site run-off but to offer a visually attractive landscape. However historic drainage off the property will not be altered or create new impacts to adjacent properties. Detailed erosion control methods will be identified in the final PUD application. The City of Aspen has requested that, as part of the infrastructure improvements to the property, that the irrigation ditch that serves the property shall be culverted to reduce water loss. In addition, as part of the annexation agreement, the City required the Hospital to participate in improvements to the Doolittle Drive intersection at such time that the City has defined those improvements and is ready to begin the project. Based upon the progression of the site improvements, the Hospital proposes working with the City on those upgrades at the time of the construction of Phase IV. These improvements will tie in with the traffic flow and parking improvements planned for the south side of the property. The stormwater management basins are not designed as wet ponds. The first two basins are intended to detain storm flows to decrease localized flooding. The third basin is designed for a ten year storm event and run off. That basin is also a percolation basin. A fourth basin or channel is designed to enhance the capability of the detention basins to percolate the run off and remain dry. 9. Access and Circulation The purpose of this standard is to ensure the development is easily accessible, does not unduly burden the surrounding road network, provides adequate pedestrian and recreational trail facilities and minimizes the use of security gates. The proposed access and circulation of the development shall meet the following criteria: a. Each lot, structure or other land use within the PUD has adequate access to a public street either directly or through an approved private road, a pedestrian way or other area dedicated to public or private use. Aspen Valley Hospital Master Facilities Plan 32 Planned Unit Development Application – February 2008 b. The proposed development, vehicular access points and parking arrangement do not create traffic congestion on the roads surrounding the proposed development or such surrounding roads are proposed to be improved to accommodate the development. c. Areas of historic pedestrian or recreational trail use, improvements of or connections to, the bicycle and pedestrian trail system and adequate access to significant public lands and the rivers are provided through dedicated public trail easements and are proposed for appropriate improvements and maintenance. d. The recommendations of the Aspen Area Community Plan and adopted specific plans regarding recreational trails, pedestrian and bicycle paths and transportation are proposed to be implemented in an appropriate manner. e. Streets in the PUD which are proposed or recommended to be retained under private ownership provide appropriate dedication to public use to ensure appropriate public and emergency access. f. Security gates, guard posts or other entryway expressions for the PUD or for lots within the PUD are minimized to the extent practical. Response: Traffic flow, intersections, and road widths all comply with standard engineering practices and the Engineering Standards found in Section 26.580 in order to accommodate this development. All roads within Parcel C will be privately maintained public roads. The bicycle/pedestrian trail paralleling Castle Creek Road will remain in its current location, but grade and alignment adjustments at the north and south vehicular entrances will be made to improve the safety of the trail crossings. A realigned Nordic trail will continue to access the site through the meadow. A conceptual alignment has been identified in coordination with the Aspen Parks Department and is ideal as it avoids steep slopes, loss of vegetation and disturbance from grade cuts. This alignment will continue to be considered during conceptual review as the Hospital team works with the Parks Department and adjacent homeowners. The construction of the looped service road is one of the most significant site improvements that is proposed for the property. The looped road is necessary for emergency access, to divide traffic between service/delivery, patients and visitors, and to provide a second entrance to the parking structure. Creating two entry points to the Hospital facility will reduce the traffic impact on the existing intersection and enhance the emergency and fire safety access to the site. Utilizing the current Whitcomb Terrace/Pitkin County Senior Center driveway will require an upgrade of that intersection. Presently the access does not meet engineering standards for grade and sight distance. To achieve an access off of Castle Creek Road that complies with City of Aspen engineering standards, the grade of the driveway must be reduced and the grade of Castle Creek Road must be increased. In addition a deceleration/right hand turn lane on Castle Creek Road will be constructed to facilitate turning movements into the new access. Ultimately, these upgrades to the Whitcomb Terrace/Pitkin County Senior Center driveway will provide a safer access for all users. Enhanced signage and wayfinding will be considered with the City Engineer as enhancements are made to access and Castle Creek Road intersections. As discussed previously in this application, the LSC traffic analysis found that the Level of Service (LOS) of each intersection is rated B. The LSC study recommends several traffic Aspen Valley Hospital Master Facilities Plan 33 Planned Unit Development Application – February 2008 mitigation measures to ensure that the LOS is not compromised at full build out. The Hospital is developing a parking and transportation management plan that will incorporate the recommendations of the traffic analysis. The Plan and the implementation strategy of the Plan will be included in the final PUD submittal for each Phase. 10. Phasing A review of the phasing of the development plan does not apply to conceptual PUD applications. However, it is important to reiterate that to accomplish the goals of the MFP, the proposal has been sequenced in phases to enable development to occur while the current facility remains operational. Improvements to the site will also support the various Phases of the project. Each Phase of the project will be able to function as a complete development and will not be reliant on subsequent phases. Final PUD review will occur for each Phase or Phases when plan details are defined and construction for previous Phases nears completion. In consideration of the phased aspect of the MFP, the Hospital requests that the City Council exempt the MFP from the limitations of a conceptual development approval as specified in Section 26.445.030.D which prescribes a limit or timeframe of one year (1) on submitting a final development plan for this project, or future phases. C. Section 26.515.030 Off-Street Parking Pursuant to Section 26.515.030 the required number of off-street parking spaces for an essential public facility shall be established by special review, Section 26.515.040: 1. A special review for establishing, varying or waiving off-street parking requirements may be approved, approved with conditions or denied based on conformance with the following criteria: a. The parking needs of the residents, customers, guests and employees of the project have been met, taking into account potential uses of the parcel, the projected traffic generation of the project, any shared parking opportunities, expected schedule of parking demands, the projected impacts on the on-street parking of the neighborhood, the proximity to mass transit routes and the downtown area and any special services, such as vans, provided for residents, guests and employees. b. An on-site parking solution meeting the requirement is practically difficult or results in an undesirable development scenario. c. Existing or planned on-site or off-site parking facilities adequately serve the needs of the development, including the availability of street parking. Response: Please refer to the Transportation Section of this application, Section IV.E, for a detailed description of on-site parking. When the MFP is complete the total number of parking spaces serving the Hospital is 339. The transportation consultants recommend between 350-400 parking spaces at full build out. However the Hospital believes that the amount of parking designed for the site adequately services the expansion of the Hospital including the proposed medical office spaces at full build out for the following reasons: • The Hospital has elected to remain in its current location which is within walking and biking distance of downtown Aspen and most Aspen neighborhoods. • The Hospital operates in shifts and there is frequent turn over of parking spaces. Aspen Valley Hospital Master Facilities Plan 34 Planned Unit Development Application – February 2008 • The campus is directly connected to downtown Aspen via the Marolt pedestrian/bike path and bridge. • The campus is on the Castle Creek Road recreational bike path. • The campus is served by RFTA with 20 minute headways and Phase IV will enable drop off and pick up at the front door. • Various auto disincentives are used or recommended for Hospital employees, patients and visitors such as: – discounted RFTA passes – incentivize car pools between AVH employees with cash stipends – implement a van pool program – campus bicycles for off campus errands – dial-a-ride program – RFTA shuttle service coordinated with Aspen Highlands – work with RFTA to improve downvalley bus service – consider future paid parking program. The following chart depicts the amount of parking that will be provided for each Phase of the MFP: Surface Parking* Parking Garage Total LSC Recommended Parking/Phase Existing Conditions 175 175 Phase I 175 175 Phase II 168 234 402 280 Phase III 111 234 345 362 Phase IV 105 234 339 350-400 *The number of existing surface parking spaces at the Hospital was measured using the City of Aspen dimensional standards of 8.5’ x 18’ per space, 175 spaces. Although when LSC conducted an on-site count this number equaled 185 spaces. Parking at Whitcomb Terrace/Pitkin County Senior Center remains the same with 26 spaces and is not included in the above counts. D. Section 26.470.090 GMQS for an Essential Public Facility The Aspen Ambulance District seeks to install a temporary shelter adjacent to the current ambulance barn to protect three ambulances from the weather. Recently, the District sought a temporary use permit to erect the shelter but a temporary use is only permitted for six months and the District would like to avoid setting up and taking down the shelter every winter until a permanent shelter can be constructed. The Hospital proposes a permanent carport shelter for ambulances in Phase III of the MFP which is anticipated to be constructed in 2013. In addition, an 8040 Greenline review was conducted with the temporary use review. The installation of the shelter does not require site work, excavation, or the removal of any vegetation. The location for the shelter is proposed for a paved parking area where three ambulances are currently parked. The shelter is necessary to provide protection from snow storms. When a large storm settles over Aspen, over a foot of snow, it typically takes at least a half day to remove snow from Aspen Valley Hospital Master Facilities Plan 35 Planned Unit Development Application – February 2008 vehicles that are parked outside. The winter season is a very busy time for the District -- transporting injured people from the ski slopes, roughly 300 trips per year. Advanced life support calls are also handled by the District and total approximately 950 calls per year. The ambulances also need protection from the harsh sun at this altitude. The District bases their operation out of a two story 3830 square foot “barn.” The second floor of the building consists of two bedrooms for employees (which serve as shift quarters), two offices, a training room and combination kitchen/living room space. The first floor is comprised of three bays for three ambulances, lockers and storage. Until recently, the District’s fleet consisted of four ambulances and one squad truck. The truck is primarily used for backcountry assistance. The garage provided adequate shelter for the fleet until the District acquired the assets of Mountain Ambulance increasing the fleet from four to six ambulances. Now three ambulances and the squad truck are parked outside on a paved parking area where the temporary shelter is proposed. The shelter is proposed as a temporary solution because one ambulance will be relocated to the new North Forty fire station and a second ambulance to the reconstructed Fire District Headquarters in downtown Aspen. However, those relocations will not occur until the end of 2010 when both stations are finished. In addition to those future moves, a permanent garage for ambulances is proposed as part of the Hospital’s MFP. This garage is proposed in Phase III of the Hospital’s plan and is anticipated to be built in 2013, five years after final approval. Completion of Phase III will provide enough sheltered space for the District’s fleet. The temporary shelter’s proposed location is on an existing paved parking pad next to the ambulance barn. The pad is tucked into the hillside and supported by a railroad tie wall. The pad is correctly sized to accommodate the proposed shelter and will require very little work for installation. The footprint of the shelter is 34’ x 26’ and three ambulances will be parked inside. The installation of the shelter will not require a foundation. The opportunity to heat the shelter is still being explored. In the meantime the vehicles will be plugged into the barn for heating purposes to keep drugs from freezing and to activate an engine block heater. Please refer to the shelter specifics found in Appendix J. Therefore as part of this PUD conceptual review process the Hospital is requesting a GMQS approval to install a 34’x 26’ shelter for three ambulances. E. Housekeeping Items In 1989, when the Hospital was under the auspices of Pitkin County development review, the Hospital began to pursue a master plan for the upgrade of the facility. Subsequently, the master plan evolved and the Schultz Building, Whitcomb Terrace/Pitkin County Senior Center, Mountain Oaks employee housing, the CEO residence and the bike path paralleling Castle Creek Road were all developed. In 1996 a plat was recorded as a requirement for the master plan amendments. On the recorded plat are a 100 foot wide pedestrian, bicycle and road easement and an area defined for “Employee Housing Phase II.” Please reference sheet CX-102 in Appendix D for the location of these two items. Interestingly, there is also a 14 foot wide pedestrian and bicycle trail easement within the 100 foot easement on the property as well. Aspen Valley Hospital Master Facilities Plan 36 Planned Unit Development Application – February 2008 The easement is 100 feet deep into the property running the entire length of the Parcel C’s east property boundary along Castle Creek Road. The existing bike path is within the easement as well as approximately 30 feet of the Hospital’s surface parking lot. The proposed parking garage would also encroach into the easement by approximately 40 feet. As described in the previous PUD review section, the proposed location of the parking garage is the best site on the property for this use. Additional parking is necessary, and to protect the open characteristic of Parcel C, the Hospital is concentrating all improvements around the existing facility and does not propose to decrease the amount of open area with paved parking surfaces. In addition, construction of a parking garage over existing surface lots would visually detract from the Hospital and would be inconsistent with the community’s design aesthetics. The origin of the easement and the purpose of such a large easement are not completely clear. However, in 1989 the bike path along Castle Creek Road had not been constructed and the County Planning staff requested the BOCC to require the construction of the path as part of the master plan review and approval. Please refer to BOCC Resolutions in Appendix K. A condition of approval in Resolution 89-79 states: The existing 100 foot road easement within the Hospital property and along Castle Creek Road shall be noted on the Final Plat as a pedestrian, bicycle and road easement. In addition, Pitkin County requires all development from a major roadway, of which Castle Creek is one, to be setback 100 feet from the road. Therefore, we surmise that the easement was required to ensure that a public bike path was constructed and that the easement should have corresponded to the Castle Creek Road right of way which is approximately 116’ wide. Furthermore, we believe there was confusion at the time of platting due to the County’s 100 foot setback and the Hospital suggests that the easement was platted incorrectly. Therefore as part of this review and final platting, the Hospital requests that the 100 foot easement be extinguished and a bike and pedestrian easement that accurately reflects the alignment and appropriate width of the current bike and pedestrian path right of way is added to all recorded documents. The employee housing “parcel” was also a requirement to memorialize an employee housing component of the Hospital’s former master plan. Since that time, the Hospital has purchased the former Beaumont Lodge and plans to focus future housing initiatives there or at other locations. This parcel area is not necessary. Similar to the 100 foot easement, the parking garage and the looped service road improvements affect this location. Therefore the Hospital requests that the employee housing “parcel” be extinguished from the recorded plat as well. VI. CONCLUSION Aspen Valley Hospital has worked diligently to develop a long-term Master Facilities Plan that will meet the future healthcare needs of the community. We look forward to beginning our review of the MFP with the City staff, decision makers and the community. Aspen Valley Hospital Master Facilities Plan 37 Planned Unit Development Application – February 2008 APPENDICES A. Standard Submittal Documents B. Annexation Ordinance 30, Series of 2003 and Annexation Agreement C. Obstetrics Addition D. Conceptual Site, Civil, Architectural Sheets E. Noise Analysis F. Parking and Traffic Impact Analysis Summaries G. Snow Storage Calculation H. Engineering/Drainage/Soils Reports I. Will Service Letters J. Ambulance District Temporary Shelter K. Board of County Commissioners Resolutions 89-79, 92-11 & 92-379 SOUTH ELEVATION WEST ELEVATION djohnson Heery International Inc. 82016th Street, Suite 200 Denver, CO 80202-3219 720.946.0276 / 720.946.0277 fax A S P E N H 0 S V A L L E Y P I T A L MASTER FACILITIES PLAN Aspen Valley Hospital 0401 Castle Creek Road Aspen, CO 81611 consultants/construction managers Structural Consultants Inc. 3400 East Bayaud Ave, #300 Denver, 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 Gallun-Snow 1553 Platte St, Suite 310 Denver, CO 80202 303.433.9500 / 303.433.5624 fax Lamont Planning Services Leslie Lamont 725 Melissa Lane Cardondale, CO 81623 970.963.8434 / 970.963.0944 fax seal/signature issued for date CONCEPTUAL P.U.D. JANUARY2, APPLICATION 2008 item date PLAN NORTH 0 15' 30' 60' SCALE: 1 "=30r SOUTH `"�"�` AND WEST ELEVATIONS sheet number A-302 This document is the property of Heery International, Inc. and Heery International Inc. retains all rights therein, including copyrights. It may only be used in a manner consistent with Heery drawn by checked by International Inc.'s rights while Heery International, 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 Copyright © 2007 by Heery International, Inc. all rights reserved. except with the express written agreement of, and compensation to, Heery International Inc. WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 24" x 36" NORTH ELEVATION Cf1J I CLCV/`XI IVIV djohnson Heery International Inc. 82016th Street, Suite 200 Denver, CO 80202-3219 720.946.0276 / 720.946.0277 fax A S P E N H 0 S V A L L E Y P I T A L MASTER FACILITIES PLAN Aspen Valley Hospital 0401 Castle Creek Road Aspen, CO 81611 consultants/construction managers Structural Consultants Inc. 3400 East Bayaud Ave, #300 Denver, 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 Gallun-Snow 1553 Platte St, Suite 310 Denver, CO 80202 303.433.9500 / 303.433.5624 fax Lamont Planning Services Leslie Lamont 725 Melissa Lane Cardondale, CO 81623 970.963.8434 / 970.963.0944 fax seal/signature issued for date CONCEPTUAL P.U.D. JANUARY2, APPLICATION 2008 item date PLAN NORTH 0 15' 30' 60' SCALE: 1 "=30r sheet title NORTH AND EAST ELEVATIONS sheet number A-301 This document is the property of Heery International, Inc. and Heery International Inc. retains all rights therein, including copyrights. It may only be used in a manner consistent with Heery drawn by checked by International Inc.'s rights while Heery International, 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 Copyright © 2007 by Heery International, Inc. all rights reserved. except with the express written agreement of, and compensation to, Heery International Inc. WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 24" x 36" �tl to • ` J 4 Z e I ■ titer` � WI PLAIti M A2.5 t y l� • . : Aspen 0401 Cal Aspen, C 4-1 consulti ' 111 t Structura ' t Vr 1. ... 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Carbondz 970.963.1 1553 Plal Denver, ALamont F1 Leslie Lai 725 Meli! • , J l� P t ` _Cardondi 970.963.11 0. • • �, VP Ph f. - ��.- � ,.•1 �-� �.� is - ,r 1 1 • • . •It 1 ti � .�• � r 1 C � r• ��w ,! * S �. _ - �^••�,� . _ .t�i^ � 'fit.. \ �. • ••_ � -. • ,, issued APPLIitem • � !' - • • •.fit ` ! �` JP . ��i • rA 44 6.0 Id if Alp- - _ _ •' _ '�' `• : '` . meJI` FA NORTF OCIDOM wt w w w LL djohnson Heery International Inc. 82016th Street, Suite 200 Denver, CO 80202-3219 720.946.0276 / 720.946.0277 fax A S P E N H 0 S V A L L E Y P I T A L MASTER FACILITIES PLAN Aspen Valley Hospital 0401 Castle Creek Road Aspen, CO 81611 consultants/construction managers Structural Consultants Inc. 3400 East Bayaud Ave, #300 Denver, 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 Gallun-Snow 1553 Platte St, Suite 310 Denver, CO 80202 303.433.9500 / 303.433.5624 fax Lamont Planning Services Leslie Lamont 725 Melissa Lane Cardondale, CO 81623 970.963.8434 / 970.963.0944 fax seal/signature issued for date CONCEPTUAL P.U.D. JANUARY 2, APPLICATION 2008 item date sheet title SOUTH PERSPECTIVE VIEW sheet number A-202 This document is the property of Heery International, Inc. and Heery International Inc. retains all rights therein, including copyrights. It may only be used in a manner consistent with Heery drawn by checked by International Inc.'s rights while Heery International, 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 Copyright © 2007 by Heery International, Inc. all rights reserved. except with the express written agreement of, and compensation to, Heery International Inc. WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 24" x 36" Iowa ! f "mom „ n .. � j.:: ot,: .'.`r�j■` r°''w''. r `•t•.'r. ', �`1-�:'� : �,tt , t�sa- / �'.::.....r l 1 �. w� '/l�\i, -0- `\�1�f-ft _ _ _ w : \ -1 r ,�►n .aF ,� t... .. - �t, �. • ..� a ' I ►'�' r t . t /� `y �— . '7 yp { - • -'[►. 1 t r.. 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JANUARY 2, APPLICATION 2008 item date sheet title SOUTH PERSPECTIVE VIEW sheet number A-202 This document is the property of Heery International, Inc. and Heery International Inc. retains all rights therein, including copyrights. It may only be used in a manner consistent with Heery drawn by checked by International Inc.'s rights while Heery International, 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 Copyright © 2007 by Heery International, Inc. all rights reserved. except with the express written agreement of, and compensation to, Heery International Inc. WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 24" x 36" w w LL djohnson e U y _ .. ` �,.' ~ � �." ?� � '� .�. c c +� _-r v-+,�,M1 > r` _ - � -arm .:; �. 'Y - `� ,,�j•,�.., r v :. � _ .... '-r _.. _ • �. .. � - .:`•` '�.fM�,r�, "JS�: � lt'aa"'�`S ° �c 'S �.`. ,� y � s"S � .`+e ' �. R- F • 1 r. � , .. wr � ••. 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JANUARY2, APPLICATION 2008 item date sheet title EAST ENTRY PERSPECTIVE VIEW sheet number A-201 This document is the property of Heery International, Inc. and Heery International Inc. retains all rights therein, including copyrights. It may only be used in a manner consistent with Heery drawn by checked by International Inc.'s rights while Heery International, 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 Copyright © 2007 by Heery International, Inc. all rights reserved. except with the express written agreement of, and compensation to, Heery International Inc. 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N�� 'C) nm m D '� �nr� 2 000C � C=> _'nfno 2' (0) �W� E2 l< z rn = D —I —1 coo: �(o Wr) co0� w09.m w00�� w� c n 6'� o Cl) O -fom ooc_ �o�. �fo0m �' oo D oQ o �7 cn I O m�m C o w o 00 wN) � w a) �� m D �N A O CONS -fNW NANO W< Cf) Z r ww C) w a'wo 41 w n w� coo w o w w w- n >? m y a) o w cn w �, cn W Z5' ' z CD T X v 1 V 0 x x x x x< to CDC cn N r D (Q' o I � -< D m v0Co2 o� o� oC7U)m N CA OO CD a) � :) N_ O O O C � A O n Q N xx [ 1~a rn qUZ n - D n �nr�vm w o�cn0 �Cy�p cJoc7oCn wren wwC� C') DoD w co m m = m o o m cr1 o A p cn .f, cn CD o cr1 cn w cn o 0 o N -a w cr1 w o N �o �� o �� w� �o �� �o �N. ivo 00 �,o to m m r D D z a wfl �_w - a1 fn WQn�.� ?Q�' fTf No o 5�oami v G D m n �7l 41 v o m coi,00m o coi,m (n 19 w� Nom. N�� 'C) nm m D '� �nr� 2 000C � C=> _'nfno 2' (0) �W� E2 l< z rn = D —I —1 coo: �(o Wr) co0� w09.m w00�� w� c n 6'� o Cl) O -fom ooc_ �o�. �fo0m �' oo D oQ o �7 cn I O m�m C o w o 00 wN) � w a) �� m D �N A O CONS -fNW NANO W< Cf) Z r ww C) w a'wo 41 w n w� coo w o w w w- n >? m y a) o w cn w �, cn W Z5' ' z CD T X v 1 V 0 x x x x x< to CDC cn N r D (Q' o I � -< D m v0Co2 o� o� oC7U)m N CA OO CD a) � :) N_ O O O C � A O n Q N xx s Fd n v° y� 3 5� _. 3 3 = = a °o o H- o U)�Dx N A 6-4 O fn -;u 402 c O z p N Z or- !� m o yz � 0:-1 L4 O t=J 3 CI �< W O CD �0 �� a? m NCD 00 (>a D W t -I rn T C °o wW p�� conCn0 U)�Dx wren wwC/J m z, VCS: 1 (D Q D D C) °° Oo-I Cr/1 100 SCD 3 CI �< W O CD �0 �� 80 NCD 00 oQ s -a O -a (D CD r T C o zr + W0- CD r No O .Z] �m .�-� O D z FN C I 7 L n _= CAQ< C N _ jam_ C7 Q 'y-. Sv CD CD C -Q z U) U) v (D z 90 (D m I o v ons- m & o ; 0)y ;® m \ y TmT N C C� U) a a O cn or-- 5, 71 m ti� a x � 0 z � _m r -4° p C D O CD O N 8025.4 to m90 WQC wDly zD D3 1CD y 8022.41 cD CD Np C 2 m C CD I Nn - " CTCDm O� om A `� W W C) CD w w O OWO w OW I w_ 0 n m �� =r :3 0 CA CJ7 r z z O o 0 0 N 0 0 w 0 O .p O O b oC o� o� o Rn21_R o 00 co 0 0 8021.80 wW p�� conCn0 concnCp') wren wwC/J o VCS: 1 (D Q C) m Oo-I Cr/1 100 SCD 3 CI �< W O CD �0 �� 80 NCD 00 9BCE: -a O -a (D CD r C o zr D W0- CD ?n�'m No O .Z] �m .�-� z D C Cb ty N O O O iV CO n: O CJl CD O �N O CJI Cp in cfl ON_ O cfl CAQ< C N _ jam_ C7 Q 'y-. Sv CD CD C -Q z v v (D c D � < IV (D ( j (o Z3 v _ �' �C)tnCD o v ons- m & w C)� m \ y (D 0 :3� � (O - � = c or-- 5, v cn c, rn � _ 0 z U) -4° p C D O CD O N 8025.4 to Wp D w;� WQC wDly O 1CD y 8022.41 Np C 2 m C CD I Nn - " �7_ O O� om A `� W W C) CD w w O OWO w OW I w_ 0 n m �� =r :3 0 CA CJ7 W �I I ^ I V J 10 C7 � C�'D A r1l N W O� EVC :l 1+87 ` J m o EVCE: x (8020.4 N x N x N N 0 8025.1 Z O m 8019.44 x x CD m - < cn oN N o (a om I I D � CD n o ° I CD o° I ,coo. Cco I VCS: 24-43.50 8022.9 cn 9n 015.96 8015.46 I I D r I I I as m x m v I I m • 8020.3 m� Z I � u 8012.72 0 0 <2 Rl� O" rrl o© nC VCS13 43.50 0 0 o f CE. 8011.96 8017.2 3+47 8011.96 B CE.1 8011.96 a I • � u �No I "o V n 0 I EVCS3+87 EVCE: 8012.5 8014.3 I 8012.85 I 04 I� I ( PVI TA =4 47.57 8012.0 8014.01 = + 4�51 57 8011.9 I - 07 2.08 � xx O acnm SI' I II II tri oII 4 V ON's' O Q�j V + 00 wN V 8 s o 0 cn ZZ zz II n pq Co m II II + 00 o�o om SS�o o_z ,nNZ-i C Drin p II y rr, + II II rn ov+o V to rn '_=8014.14 =8013.97 _L=8014.15 �a C� PLOT DATE: 11-29-07 PLOTTED BY: JSWANN FILENAME: M:\2600DWGS\26034.03\26034.03-DE-10-15-07\SUBMITTAL\9-11-PUD-CD-101 PEN TABLE: RAB-BW II n � a � e _/ G\. / / / J � �G r nC�J7r wW p�� conCn0 concnCp') wren wwC/J C-) ocn Z (D Q C) m Oo-I Cr/1 100 SCD 3 CI �< W O CD �0 �� D NCD 00 W O -a O -a (D CD r C o zr D W0- CD ?n�'m No O .Z] �m .�-� na�I < D C Cb ty N O O O iV CO n: O CJl CD O �N O CJI Cp in cfl ON_ O cfl CAQ< C N _ jam_ C7 Q 'y-. Sv CD CD C -Q z v v (D c D � < IV (D ( j (o Z3 v _ �' �C)tnCD o v ons- O & w C)� m 00 y (D C� PLOT DATE: 11-29-07 PLOTTED BY: JSWANN FILENAME: M:\2600DWGS\26034.03\26034.03-DE-10-15-07\SUBMITTAL\9-11-PUD-CD-101 PEN TABLE: RAB-BW II n � a � e _/ G\. / / / J � �G r nC�J7r wW p�� conCn0 concnCp') wren wwC/J C-) DoDy y -0QO Oo-I Cr/1 100 SCD 3 CI �< W O CD �0 �� �� may. NCD 00 W O -a O -a (D CD r > G'QC°.�'� w- v ciJ W0- CD ?n�'m No O .Z] �m .�-� na�I < D Cb ty N O O O iV CO n: O CJl CD O �N O CJI Cp in cfl ON_ O cfl CAQ< C N _ jam_ C7 O 'y-. Sv CD CD z w- �C-) 2. o 000� ry -_ oC")fn _ �' �C)tnCD o v ons- cn W _m o & w C)� m = y 0 :3� � (O - � = c or-- 5, v cn c, rn � _ U) -4° p C D O CD O N 6_ to Wp D w;� WQC wDly O 1CD y I O Np C 2 m C CD CD CD W Nn W in " �7_ O O� om A `� W W C) CD w w O OWO w OW w w w_ n n m �� =r :3 A cn CA CJ7 W �I cn W C7 ^ I V J 10 C7 � C�'D A A N W O� , O O ` J Z oo CD M O>� x E X N x N x N N 0 r v O x x CD - < cn oN N (a I D � CD n CD m ,coo. Cco cn r D O N I D r -I m x x 0o ao o r� N 0 co 0 D Z u � o�z LyJ r z o C„ D 52 7 mm z O H L=J �00c z m 4� Dy ` (,4 r F 3 mR u)TT O Z I N x 0o Q I I I I U) U) m a Z= °' � - - 6uj m o© D M 1 < 0 O n�oy oT I ` 8005.7 Lri m F 3 mR u)TT O Z I N o N� �� m � 8005.57 V Z o v` 0 00 Cv C/1 Cn A Cp Cn 0 M r� -� + mCD O N O W Cp Cn �D � CD-< C N - V m Q ® r sz m sv m C-) A one = CD Z rn Z � m D 3 CD crO Z� u ro u u IVCY) O0 Zo n C) c c c � Zu N -1 N � CO CTI m O �� U, O N A r- 0 O m m FO C)0 c � ;7N --I W in �R* f o) < O N z n `�mz 2�F*in y� � cnO�m zam ZD z�Fn z z C) r O a 0 H I Rr. 11 y O O llj 00 O � O Rnnl 4 O O_ 0 0 O O cn 8002.8 LSI I I I I I I )+00 rn abl - - 6uj O Q CD O. 1 D O n�oy o I � 8005.7 °°yv IZD I GP �4m .11y~fin 6'd� ;v ' O Z C D r Y, N� �� �v < 8005.57 v` 0 00 Cv C/1 Cn A Cp Cn 0 M r� -� + CS) O CA Cn CD C CL]• O N O W Cp Cn �D � CD-< C N - _ �0� m rn cp 2 c ~Cn0 Q Z C- z sz m sv m C-) c D one = c N) co �� necfc/) /.Wm� - ��,= m EVCS: 17+60 CD 8008.1 Z� EVCE: 8007.77 8008.31 w ON� �� �� •�• O 1 wQC W Q 7 �N 7�-a O 8011.1 2 p CD CT N Cn O N O O W ((� y�N �'V ~� = O 8010.75 CO < OCD y w w !y ,v CD eco i• W CD wm a m � cVo � m '4 CD N ci p Cb W i I r*, r i = v, 41 A a 5 5 CO7i o COJ7 CWO O' ^� ` Z m 'll A F xo w II 7 GAS II m ~ <a o m O .�-._ N- O X ti X X X X 7 o < N O C/) o) I II II o 8013.4 _ o N � OD -• n 8012.75 D 4 -- n O CD T 1' 1 0 + 0 O rev V D 8014.2 co 8014.30 m x r � B%ICS. 151-60 8015.3 I BV E: 8015.22 8015.42 y N EV S: 15+40.50 E CE: 8015.60 �a m II- Ily 8017.8 o 8016.59 / 5 5 Rl II tj�0 �, II < II N II < n 8017.4 o + -. 8018.34 v � O r - -,o 1 v O mo yo 1 ZD 1 O 8019.9 0 8020.68 0kfvc;5.1 715+ 0.50 BVC : 8021.19 zrrl ,q VCS: 1 +85 m VCE: 8 21.49 \ r - z � 8023.1 8023.15 r -m �"' ti0 O 1 z 8025.6 -Tj -�Tj 8024.58 2 = 2 Cl) m I = �vn,soZry Z� II li II y Z -Icn �o y y mo 8025.1 �m - a rNv II v -� 00 II m� a < < 8024.91 rri w o n + II O CD O N V + O) Oco (A 8031.8 8024.14 r 8033.3 J 8022.27 VCJS: 1+35 *E. 8021.49 CA � 8021.3 8019.57 EVCS: 10+70 �VCE: 8017.92 8015.0 8016.88 ' rn u m -, W II II I (A 0 w o + 8012.5 8014.80 � SERVICELOOP D. STA 9+86.5 - I - AMBULANCE RAMP TA: 4+62' I BVCS. 9+70 ' BVCE: 8013.92 r D z z O zoo ao ,CHs ,�,�s ,�t11I7 H,�,L I�IY PLOT DATE: 11-29-07 PLOTTED BY: JSWANN FILE NAME: M:\2600DWGS\26034.03\26034.03-DE-10-15-07\SUBMITTAL\311-PUD-CD-101 PEN TABLE: RAB-BW 11-+,-0 LSI I I I I I I I I I )+00 rn abl - - 6uj O Q CD O. D O n�oy o ON" 8ll GV Zo / 7_ F x IL LLJ m lot tj/ 01 C*) /\ U LSI I I I I I I I I I I I abl - - 6uj O Q CD O. D O n�oy o I � °°yv IZD I GP �4m .11y~fin 6'd� ;v ' O Z C D r Y, N� �� �v < C 00 Cv C/1 Cn A Cp Cn 0 M r� -� + CS) O CA Cn CD C CL]• O N O W Cp Cn �D � CD-< C N - _ �0� m rn cp 2 c ~Cn0 Q Z C- z sz m sv m C-) c D one = c N) co �� necfc/) /.Wm� - ��,= m O�l�tj 00C/) 1,N oo CD Z3 tea~ Z� � r-N)M �y-�✓' cy�"' o�N cn w ON� �� �� •�• O wOD (nD N CD N wQC W Q 7 �N 7�-a O 2 p CD CT N Cn O N O O W ((� y�N �'V ~� = O CO < OCD y w w !y ,v CD eco i• W CD wm a m � cVo � m '4 CD N ci p Cb W i I r*, r i = v, 41 A CO7i o COJ7 CWO O' ^� ` Z I�n�CO-D �1 A F xo w II 7 GAS r GAS GSI m O .�-._ N- O X ti ON" 8ll GV Zo / 7_ F x IL LLJ m lot tj/ 01 C*) /\ U D (-) \,e ON" 8ll GV Zo / 7_ F x IL LLJ m lot tj/ 01 C*) /\ U CD (") -I Cr.- r SIN NN 0 v'CD 0 D (-) (D C7 Cn CQ vN OO 0Nm. w r e n OSv fJ7� NCCD OO 3 n O O Q CD O. D O � 6'd� ;v ' O Z C D r �Q m N� �� �v < C 00 Cv C/1 Cn A Cp Cn 0 M CA 0 7 Cn (D O CS) O CA Cn CD C CL]• O N O W Cp Cn �D � CD-< C N - _ Q Z C- z sz m sv m C-) c D one = c go�,5, �� CDN) ��,= m = oo CD CD (") -I Cr.- r SIN NN 0 v'CD 0 ca 0�� OCp fJ7� O W < C c0 n Cn 0 �1� O= 2FOK (D C7 Cn CQ vN OO 0Nm. w r e n OSv fJ7� NCCD OO co wa ( O W C':,O n O y o y p) AO CD CD r CD O. O 6'd� ;v ' w� m cab wa CD �Q m N� �� �v < 00 Cv C/1 Cn A Cp Cn 0 M CA 0 7 Cn (D O CS) O CA Cn CD C CL]• O N O W Cp Cn �D � CD-< C N - _ O Z C-) gocn* one = ,n� go�,5, �� ��,= m = D o�N cn w ON� �� �� •�• O wOD (nD N CD N wQC W Q 7 �N 7�-a O N 00 (D (D CD CT N w �• W O N O O W ((� O CO < OCD 2• w w C3) O ww CD eco w w W CD wm a 0) m �m �� CD N o W v = v, 41 A CO7i O' COJ7 CWO O' ^� ` Z I�n�CO-D �1 A IV w O CD 7 r TI 9J m O .�-._ N- O X X X X X X 7 < N O C/) < _ o N � n cQ D 4 -- O CD T 1' 1 t�0 N. C:) 0 r rev D r co m x r � s C m v° a n ° a M m zm v o© CY � x c L o) U) D Z v D (n i m 2 O l J D C7 ul�N cn 0rri p U) 1 c O coo U) rD cn Oma d pori 0 CD �:o (A _cam O� n n �C cr) Cf)eo a n�� ons �z < c o� �o 71 00 0 0 0 0 v O O D m O N = O O O O c + c N O O CO (n m O ' f. c. i r0 T o t 0 41 O 0 D cn < mzo = 0. N D r� A z F- m m 0 m m c � N l � 70 m� 1 �COcn ;cu1 70 m < o > Z N n m r 2ym� c�o�m z�m zcf'� 'z c� r r D D � Z < + 90 l ! C) � 0 O C) r- p m s (D (D C') C7 D r m -p O O N 0 0 O 0 MATCHLINE SEE SHT. CP -103 8010.6 HoVi n o N 3 m wWcn O A N � A --io x y ^ K:CA 402 c WTU7 jV * 00 O Z v N O cn z or - ;u !� m p y z M O H L4 co U) M � CO0 C.TI CD O M z mO N ' CD W D D W t -I rn fJ' - O U 0 0 0 0 v O O D m O N = O O O O c + c N O O CO (n m O ' f. c. i r0 T o t 0 41 O 0 D cn < mzo = 0. N D r� A z F- m m 0 m m c � N l � 70 m� 1 �COcn ;cu1 70 m < o > Z N n m r 2ym� c�o�m z�m zcf'� 'z c� r r D D � Z < + 90 l ! C) � 0 O C) r- p m s (D (D C') C7 D r m -p O O N 0 0 O 0 MATCHLINE SEE SHT. CP -103 8010.6 w050 (D n cn. N 3 m wWcn O A `m O Z --io x y COD �� fJ -6 v0 Ky WTU7 jV * 00 ti O cn V 8013.42 M �m m y (D wp v' Np O x CoM �p my 4 � CO0 C.TI CD O M ON cn. CJl (p (n (3 mO N ' CD O zr D U) a O ooC7 fJ' - O U w (77 O �v o cn CD 0 - COOP _cc Z D ,_ C c : D O Co O cn 3 co__ 4 CO C D Q O OCD cDn CTM 0 0 0 0 v O O D m O N = O O O O c + c N O O CO (n m O ' f. c. i r0 T o t 0 41 O 0 D cn < mzo = 0. N D r� A z F- m m 0 m m c � N l � 70 m� 1 �COcn ;cu1 70 m < o > Z N n m r 2ym� c�o�m z�m zcf'� 'z c� r r D D � Z < + 90 l ! C) � 0 O C) r- p m s (D (D C') C7 D r m -p O O N 0 0 O 0 MATCHLINE SEE SHT. CP -103 8010.6 w050 (D n cn. wren O N C.T 7 O wWcn O A r O Z (D Q COD �� fJ -6 v0 Ky WTU7 jV * 00 WCD W O O cn rn� r R -p 8013.42 D C: M I m wp v' Np O x CoM �p c OS Cn O O O (V CO0 C.TI CD O M ON cn. CJl (p (n (3 CD N cfl N ' CD O zr D W' p p Jnr -.2 O ooC7 fJ' - O �C7�� o CA- (77 O �v o cn Z-0 o_ - COOP _cc C ,_ C o _ Q, : i O Co O cn CD CD CD C co__ 4 CO C D Q O OCD cDn L z Q su v C, A C D O CON C D �u N w"cn I) C n I V 0 (n GD, Z3 cn � 00 M o w(' o �w w w W co cn (D O O w W wm CO 4k C7 r A A N O� O _ X NN W N N N W O 3 X x x x x M^ IN lCD ca O a o � 8011.2 O IV O co 8012.17 x o C) m� _TJ z a Z r,, I mC) m~ �C) zQD �m m 8011.2 8010.92 m EV S: 8+34.50 EWE I 8010.53 8011.6 I I 8009.56 8008.2 S 8007.79 o m II II � a o II �I I II o N3 O + < n coopo- 8005.3 8005.59 8005.6 8002.94 BV S: 6+3 .50 I BV E. 8002. 03 � k 1 8008.6 7999.96 o z mo ° o0 C) Z� �m I mn �y 1 8007.4 m EV S. 5+50 7996.96 FVCf. 7996.96 1 5 � �nms � � 8003.6 II a, II co a -i o 7994.27 N II n �ocAc) / '00 O) i 7993.8 = BVCS: 4+50 7992.21 BVCE: 7992.21 m m a) o o 7990.3 0 0 0 o EVCS. 4-1-00 7990.46 oa EVCE. 7990.46 m� z� rr iz II u) -• 7989.2 n o 7988.40 N I II Q I 0 0I n +L) o . 0 7987.3 I BVCS. 3 00 7985.71 0)l BCE: 7985.71 O Xf EV S: 2+8 E- 7984.51 EVC 7984.3 7982.80 yrr 5 u�rr II D p I Cn Ntc II II O o O o w n � / o 7980.5 7980.35 BV S: 1+8p BVC : 7979.51 7976.3 7978.31 PW STA = 1+26 co PVI ELEV 7977.35 W STA = 1+2 w I W ELEV = 797-752 o 7973.5 ° E �� C) 0 o� o� c 00 co co 00 0C 00 (.(O0 0 ro\) oNJ 0 0 0 0 o cn PLOT DATE: 11-29-07 PLOTTED BY: JSWANN FILENAME: M:\2600DWGS\26034.03\26034.03-DE-10-15-07\SUBMITTAL\9-11-PUD-CD-101 PEN TABLE: RAB-BW k ue s7 -OR Y eR/O k /os/ / j - --4 0 D) w050 (D n cn. wren O N C.T 7 O wWcn O A r O Z (D Q COD �� fJ -6 v0 Ky WTU7 jV * 00 WCD W O O cn rn� r R -p w� w' v CA D C: M I m wp v' Np O x CoM �p c OS Cn O O O (V CO0 C.TI CD O M ON cn. CJl (p (n (3 CD N cfl N ' CD O zr D W' p p Jnr -.2 O ooC7 fJ' - O �C7�� o CA- (77 O �v o cn Z-0 o_ - COOP _cc C ,_ C o _ Q, : i O Co O cn CD CD CD C co__ 4 CO C D Q O OCD cDn L z Q su v C, A C D O CON C D �u N w"cn I) C n I V 0 (n GD, Z3 cn ww c5" O M o w(' o �w w w W co cn (D --4 0 D) w050 (D -g?-.0 0 0 O= concnC') p O O wren O N C.T 7 O wWcn O A C.) Q 0 fJ7 1pn_ COp 7K CD 0 W p CJl AC W COD �� fJ -6 v0 Ky WTU7 jV * 00 WCD W O O cn rn� r R -p w� w' v CA p p wR ID C: M I m wp v' Np O x CoM �p c OS Cn O O O (V CO0 C.TI CD O M ON cn. CJl (p (n (3 CD N cfl N ' CD W C7 7 W' p p Jnr -.2 O ooC7 fJ' - O �C7�� o CA- (77 O �v o cn Z-0 o_ - COOP _cc fn ,_ C o _ Q, : i O Co O cn CD CD CD C co__ 4 CO C D -q m 0 C 0 O OCD cDn O O- p °� 7 N CD C, A C D O CON oo - N W w"cn I) C n I V 0 w W< O cn ww c5" w w w M o w(' o �w w w co cn CJl O O O w W wm CO 4k C7 r A A N O� O _ X NN W N N N W O 3 X x x x x M^ lCD ca O co � O IV O co C N y (n ani o A y lA0 V CD C� D a� < O cn wm CD Z i = �u) mm D ��o x. cn /v o - cn m /> ` J I Z r � < Mcn I D r I D r m I- - u) " z y mi f o`vm �� �� � �-gym 13 rri V) ;o /x"zrTi rrl -11 0M oG oM rn� � O n C, N) O MCI CD v N O O N C O O O I4 X O \ i �u) C� N u) " z y mi f o`vm �� �� � �-gym 13 rri V) ;o /x"zrTi rrl -11 0M oG oM rn� � O n C, N) O MCI CD v N O O N C O O O I4 X a o T. 0. a P, = o m� z� o © � � X T N Ty M 0 m n cN 77 ;co: z (D m 8 Q N A X i i z Z cn D N + Cr O I W 90 W I z 0 rm D r C) m O 0 0 r N O m p N W D C Z ;u O D m y m ^ 0 O (n o (r O D D 0C) O O G) Z o m o� m (0 Cn cu A D W m 0 W 0 o r 'arod DNO J0Z a ko O O O O O O O On oz o N rl z or- A ! 9 m yz tzjm w0� 1 I I I 00 w m (Z D (A t -I rn 0 D >> D r C) m O 0 0 r N O m p N W D C Z ;u O D m y m ^ 0 O (n o (r O D D 0C) O O G) Z o m o� m (0 Cn cu A D W m 0 I I I U) r o 0 ko O O O O O O O On 0 m 7952.1 1 I I I 00 N D O D z �m 0 D >> o O 1 I �-� n O Z01 0 O m D C) r 0O D m A > �9 D O `� m Cn W U) - m - C) - O - Z N M (n = C, OC D c,4 r om mr- 0 O < Z D O N K 0 0 �70 XmD zz U)01) D ozM m m cn O < D mDr m _0 w om M K:o0 XmD zz (n cn D o O m Dz m CA O < D mD70 r rv�m m D m �u r m m cf) D � O O z N r D Z m D m D m 7950.2 �lpao2 11.3M O O CD G oC7� M Co CD o Cu fJ - 4 O N C � A CD � I I I o 0 ko O O O O O O O On + 7948.8 0 7952.1 1 I I I 0 1 I 7954.2 I 7954.18 N 0 0 BCS: 2 98.58 7956.4 7956.34 BVCE: 7 56.28 S ca 7958.6 7958.73 0 0c V � 1 VCS: 3 98.58 7960.5 7961.53 I 1 VCE: 7 61.45 7962.7 I 1 7964.53 I I 1 1 Po 0 7964.6 1 � 7967.53 \ 7967.4 1 1 1 7970.53 0 0 1 1 1 I VCS: +86.52 VCE: 9 72.72 7969.7 m I 7973.52 �n z 0 1 0 I z m I rn z 0 I 79 71.9 � 0 7976.26 I I L OF SERVICE I OAD LE CREEK ROAD STA:6 85.8 CAS SERVICE ROAD STA: +00 I 7974.0 7s78.s7 �m m� I � S z Il m o I I g l o I 7976.1 O � n 7980.75 -i N N 0 I 0 0 no C) C) 1 zo I 79 78.2 0 �' 7982.49 ` I I 7980.4 1 7983.90 I I 1 EVC 8+86. 2 : 7984. 1 EVC 2 N 7982.4 7984.99 0 � \ BVC 9+12. 5 I I BVCE• 7985. rri 7984.6 I 7986.11 (" 0 0 � n 5 00 1 � a n � � � � o n � o � oo + 7987.4 0 7987.63 O 0Dorr m ~ o o 7989.8 1 7989.57 EVCS: 10+62. 5 EVCE 1 7990. 2 7992.0 I I 7991.80 1 7994.1 rr 7994.05 0 + I \ 7996.6 cc 0 7998.6 I I I I 1110 0 0 0Qn N 0 0 7950.2 �lpao2 11.3M O O CD G oC7� M Co CD o Cu fJ - 4 O N C � A CD � I I I 7952.1 1 I I I 1 I 7954.2 I 7954.18 BCS: 2 98.58 7956.4 7956.34 BVCE: 7 56.28 S 7958.6 7958.73 0 V � 1 VCS: 3 98.58 7960.5 7961.53 I 1 VCE: 7 61.45 7962.7 I 1 7964.53 I I 1 1 0 7964.6 1 � 7967.53 \ 7967.4 1 1 1 7970.53 1 1 1 I VCS: +86.52 VCE: 9 72.72 7969.7 m I 7973.52 �n z 1 I z m I z I 79 71.9 � 7976.26 I I L OF SERVICE I OAD LE CREEK ROAD STA:6 85.8 CAS SERVICE ROAD STA: +00 I 7974.0 7s78.s7 �m m� I � S z Il m o I I g l o I 7976.1 O � n 7980.75 -i N N I 0 no C) C) 1 zo I 79 78.2 0 �' 7982.49 ` I I 7980.4 1 7983.90 I I 1 EVC 8+86. 2 : 7984. 1 EVC 2 N 7982.4 7984.99 0 � \ BVC 9+12. 5 I I BVCE• 7985. 5 7984.6 I 7986.11 � n 5 00 1 � a n � � � � o n � o � oo + 7987.4 0 7987.63 m ~ o o 7989.8 1 7989.57 EVCS: 10+62. 5 EVCE 1 7990. 2 7992.0 I I 7991.80 1 7994.1 7994.05 I \ 7996.6 7998.6 I I I I 1110 PLOT DATE: 11-29-07 PLOTTED BY: JSWANN FILENAME: M:\2600DWGS\26034.03\26034.03-DE-10-15-07\SUBMITTAL\9-11-PUD-CD-101 PEN TABLE: RAB-BW rpu \ III III I Imz, __ III I n I I III � -' I II111 lozy ,J I I I- I I � III I IIII IIII IZ o •tea,` � �+ JI \\ s a ! \ I \m I I I _ I X96 i �Q \\ \ \ \ 19 cf \ \ \\\ \\\ I \ v III •�' III \y�N / \ \ \ � "'� \\ �i o \ \ aor \ m Iia \ \1 \ \1111 (I II cn 1 � 191 `� m �l\ VX \m4AP\\\\ \ \ 15 Gv \ 1\ \ \ - I b o cn-0 rn A am \ \ \ 1 w z Z3 N �\ \ I \\\\\\ \ � \ \ II `V / \ \ + \\ N I II m l l 1 \1 1 IIIII cn;o NIN +\ � � �11 1 1 I ��,x�-• \ + �I I I 1 19� \ II z c�`ikRo \ \ I\ I I 111 \ I \\ \ I I I \ \ II 11 1 \ o Q I I rri i - \ II Ir ? ca I l \ I I AT cy- \�\I IIII I A \ \ \IIII ; + I \ \ I \ III IIIc \ \\I 5 C/) US \\II\ 1i iII I �qZ+ I C) IIII \ o IMI \II �� 111111 II l 1111 I TIP \\\ \II \\ I I II �mv� >C Fri I- 0 4 rn 1 1 \ o\\ \I 11�/////moi \\ I II / nnx�X V - D ` / (n v g NCD Sy O 1p Cn �1 p� C>D = �1 p� O C O N clt O A Q 1p A 1p � con�rr wp�0 concnp concntn wr n W. C) DSD `Dt o �o ��•o �� w� �o �� oo ��. Nm oo wow CD �CD r Z cn /Z� l� � CD- nri C4 v cn .W 0- � ? C1- m !W � o � m c: C-) a0i < D ��/ � I'M t / �' OO tv 1p M CO C7: � 61N 1p Opt OQ< C j N 0 VJ o Alp N Cn CD O Cn 1p CQ w 1p v)cfl IV - CD , O Z m W o n m w- w o O O N- _� O sv cn 0 C� � CD CD �--�••� = D go n D Anw �-'2. ooP 2C7Cn �C7C,)CD CD �•< 0 o'< 1 11 J r O C o 5R O CD Cn O CD CD C � 00 C D � O (D O O D O Q C � CD c n I Cn C) w o oO w�5D y w Iv � 77' 70 O �J m z D ww W �Wo -4 N) W"''„0 W� o Q m O w O w A w w_ n n cn m -h I Co cn cn m cin w � cin w A Q m O C A A N co O O OO � Z ap Ep E, p m P o X X X X X X < CCD I D O > z v v � r Z C cn N r Z cQ C I CD CD O D m m N = CD =dig ao� A m L Cn C) CD C) 77 (D Q ii IS .1 cn C O s (D (D PLOT DATE: 11-29-07 PLOTTED BY: JSWANN FILE NAME: M:\2600DWGS\26034.03\26034.03-DE-10-15-07\SUBMITTAL\26034.03-PUD-UT-103 PEN TABLE: RAB-BW O o I 1\ \ \ /1111VA\ I �111�r �� 1 \ 1 \\ �If - ' 11woo s WOW I 1-4 \- _ III __ \✓� �� w�///// I o; o� an (( Azo y I r /11111 �m� DOOLITTLE CR. ' 1p ` 1 J / 9108 Q J CIO rri rn �o, o _ y — Q m z z n —/ v- v \Zm �D S \ U /\ / / \ sb� 0 1 \ nn / no O/ O f Pie 00, C O U cn. D N OM O O Z O Z Z `. o ` J Z N J>� r, � o r, m m m az I I Z t� � W -3 C N R1 C14 D w r O Z D r C O s (D (D PLOT DATE: 11-29-07 PLOTTED BY: JSWANN FILE NAME: M:\2600DWGS\26034.03\26034.03-DE-10-15-07\SUBMITTAL\26034.03-PUD-UT-103 PEN TABLE: RAB-BW O o I 1\ \ \ /1111VA\ I �111�r �� 1 \ 1 \\ �If - ' 11woo s WOW I 1-4 \- _ III __ \✓� �� w�///// I o; o� an (( Azo y I r /11111 �m� DOOLITTLE CR. ' 1p ` 1 J / 9108 Q J CIO rri rn �o, o _ y — Q m z z n —/ v- v \Zm �D S \ U /\ / / \ sb� 0 1 \ nn / no O/ O f Pie 00, --4 - wp50 -g?-.0 C.') wren ww(a (� DoD O� �� W CD �N ON OZ ON NON Cn� OA Q - Ay i '6 W T Cn W O -a O -a COO �C•o �� w� �o �� �o may. Nm oo Wow m m rn� m r w� rn> p o� wo p= COOM C C7= �^ boaa3 y v DC7 � �v y ov �n� c �� N C7 aCi J) J �Fwow cr,(o cnCED ��( cfl ^�- �� c7 Omm z w- E3, ry -_ _ �' O v cn W w = y 41 B oo� oC7fn �C)(po �c)�' w, c C7� m w -' 5 o- c c CD O' s2o cn n rn 2 -4 Q o C D O CD O w p D W Q C O 1 CD y I N p N 2 o m W I V o m o C:> o c o W j U) W D N o O o m wcN w CQ -4 CD Wc"N0 w� o a' -1 C) m w O n n m M N CA Cn W �I Cn W 0 .rt ^D I V J 10 (7 C, C�'�D A N Cl) O� , O � ` J X N N N N N 0 r v z O>� =ft X X X X X= N O cn= 7 C o ^� I, CCD n (a D CD n CD m o o' oho ! /� r Ir o not lJ J D r I `o m x n cn. O Z cn (D Q C) m° D C O Z D r C Q C -Q z Sv v (D C D � IV (D (n (o Z3 O 00 (D --4 - wp50 -g?-.0 C.') wren ww(a (� DoD O� �� W CD �N ON OZ ON NON Cn� OA Q - Ay i '6 W T Cn W O -a O -a COO �C•o �� w� �o �� �o may. Nm oo Wow m m rn� m r w� rn> p o� wo p= COOM C C7= �^ boaa3 y v DC7 � �v y ov �n� c �� N C7 aCi J) J �Fwow cr,(o cnCED ��( cfl ^�- �� c7 Omm z w- E3, ry -_ _ �' O v cn W w = y 41 B oo� oC7fn �C)(po �c)�' w, c C7� m w -' 5 o- c c CD O' s2o cn n rn 2 -4 Q o C D O CD O w p D W Q C O 1 CD y I N p N 2 o m W I V o m o C:> o c o W j U) W D N o O o m wcN w CQ -4 CD Wc"N0 w� o a' -1 C) m w O n n m M N CA Cn W �I Cn W 0 .rt ^D I V J 10 (7 C, C�'�D A N Cl) O� , O � ` J X N N N N N 0 r v z O>� =ft X X X X X= N O cn= 7 C o ^� I, CCD n (a D CD n CD m o o' oho ! /� r Ir o not lJ J D r I `o m x a3a cr m IS p a o a - I O O / I I � I (7 �X �X Ck CX 2X �N �cf) �(n �(n y C) 0 G) J r / O / n / m m m m zo zo zo zo �o oc oc vc vc zW C)�D G)IZ) G -) VD cnS. � (nm (_nom (n r -- m c �_ 'z / O_I Oy O� O -I m= mo m� rim c) m� mym� m0 zy Zm 28 Zap m �v rn �;0 o m c) o/ / o, Q PLOT DATE: 11-29-07 PLOTTED BY: JSWANN FILE NAME: M:\2600DWGS\26034.03\26034.03-DE-10-15-07\SUBMITTAL\26034.03-PUD-UT-103 PEN TABLE: RAB-BW I ' 1 ' , I 1 I � I \1 I I , I ' I i 1 1 ' I ' 1 ' I I i ' 1 'N III i I / I \ \\ •bO�rC / I I � 1 \ 1 ; I � I I I \ I I I I I 1 , � I I 1 1 I I III 1 I I I 1 , I , I , 1 , I ' a I ' I 1 ' i I , an I� ;- i QT 1 o� 1 I � ; 1 1 ' I ' 1 ' N I I I i 1 , I II ; P 1 � I �i I 1 N CA I II I IS b� a y �7R ss I HIN • • • • • i ` �`-- a• � �i � nmunnSR A • �; c. yb O Uj ^ CXILLER UNIT ON 7 v CONCRETE PFO X � m vz) Ln °pI J m rr� oo a o m • m m Fx\ O C 1�1 r no D C/1 A O �z 0z `. o z N r p m m az z t� C, �-d W0 y CA 20 C N M CIZ � D - CA a� �mm m vk_i I O O / I I � I (7 �X �X Ck CX 2X �N �cf) �(n �(n y C) 0 G) J r / O / n / m m m m zo zo zo zo �o oc oc vc vc zW C)�D G)IZ) G -) VD cnS. � (nm (_nom (n r -- m c �_ 'z / O_I Oy O� O -I m= mo m� rim c) m� mym� m0 zy Zm 28 Zap m �v rn �;0 o m c) o/ / o, Q PLOT DATE: 11-29-07 PLOTTED BY: JSWANN FILE NAME: M:\2600DWGS\26034.03\26034.03-DE-10-15-07\SUBMITTAL\26034.03-PUD-UT-103 PEN TABLE: RAB-BW I ' 1 ' , I 1 I � I \1 I I , I ' I i 1 1 ' I ' 1 ' I I i ' 1 'N III i I / I \ \\ •bO�rC / I I � 1 \ 1 ; I � I I I \ I I I I I 1 , � I I 1 1 I I III 1 I I I 1 , I , I , 1 , I ' a I ' I 1 ' i I , an I� ;- i QT 1 o� 1 I � ; 1 1 ' I ' 1 ' N I I I i 1 , I II ; P 1 � I �i I 1 N CA I II I IS b� a y �7R ss I HIN • • • • • i ` �`-- a• � �i � nmunnSR A • �; c. yb O Uj ^ CXILLER UNIT ON 7 v CONCRETE PFO X � m vz) Ln °pI J m rr� oo a o m • m m Fx\ X 0 Sq, nCID z- a v E -C GAS AS 2� Gp5 - uet uet E -C E -C pf z X R aroymZ (n m� 0) av�= IF 'v °D CO D - }n- U o} 0 D v/ BPI m m v n a m -Q Z O Z1 z Z�x� Zy ��Zj m o� o Z) zv m� i mo o C) �nZ �� m �oCzCv n(n ti Zm mo z � n z �oZ Z ~ O CO no rn DN I 1 ' I 1 I I I 1 ' I 1 I I 1 I j I cv 1 ' I ' I 1 � I I I ' 1 ' 1 1 ; I 1 Ut I ILIT lu I II 04 I w 1 1 I I � � I \ � 1 I ] 1 I 1 I 1 � I , 1 , I , 1 , 1 , I , 1 1 I N ' II I � i I I I , 1 , I I � I I I I I I I I I II i` I ' I II 1 I 1 5 I x �C) = c v Ir� II z� 1 N N i I I ' 1 ' 1 ; I , 1 I� 1 I I I ' I 1 ' I ' I ' I ' I ' I I I � I I ' � I I j 1 I I 1 I I II O I I Lnco O Z I o n N I I � 'z - I• I I I I I I 'I 1 I I cIl G I C] Zm N Irm mx `rm- s I n m ' A I r� p i L�rJ Oil mG) o ! x z � � ;(Sk.t: zin 1 o y� �D b a r- a o d o�ink`•� � -0Mnpc m w / C x z Z rrilrzrll2 �J I vmz O c Amo ��I _oma : Z�? i m Evi s "I m U) Gq AS I C — D lJ �� NCD O(D cn� ala, o= vas Op ON cn� OAS Q uDi �uDi (p OO fJ7 V7 (,J CJl O O O fJ -6 W T U7 W O m oo �� o �� w� �o �� �o Nm oo Wow CD CD r /z� 11 :3 cWo v cA W0-e'.� ?n°' m !Woo m �—� ani < ( ) O0 C is N C7 L VJ ����w cn mo cn�(cfl ��N� Iv- O z m U) T r co0� �• wrvc 00=_ �O=_.� wa�CA� w� c n rno o fll Cn V C O�� Cn W NCD �• O�� OO6CQ W jCp y W �-N 7 1�-p I O r = CD Cn m ®D ww CD w MWo oPQ W�„N� w<cn v v - D O (D w O w w w_ cn n Q m C–) z r C D C 41 A N CD W O O :3T o r V CO a D x X X X X X 1 n CD (a ' D D CCD f ll Z: v v o (n cn r Z (D C (D (j O 3 Z � (Q' CD I r (D ® < v D m CD -N4 - o`_� M 000, -4 :3 MoCDM r.)- 4 NII�Cn O C (OW A CDCD n 0 O IV v v X 0 'z C 2n o� �z Cy MO Z z a� �mm m vk_i v 0c) ^�z co OO m � Z X 0 Sq, nCID z- a v E -C GAS AS 2� Gp5 - uet uet E -C E -C pf z X R aroymZ (n m� 0) av�= IF 'v °D CO D - }n- U o} 0 D v/ BPI m m v n a m -Q Z O Z1 z Z�x� Zy ��Zj m o� o Z) zv m� i mo o C) �nZ �� m �oCzCv n(n ti Zm mo z � n z �oZ Z ~ O CO no rn DN I 1 ' I 1 I I I 1 ' I 1 I I 1 I j I cv 1 ' I ' I 1 � I I I ' 1 ' 1 1 ; I 1 Ut I ILIT lu I II 04 I w 1 1 I I � � I \ � 1 I ] 1 I 1 I 1 � I , 1 , I , 1 , 1 , I , 1 1 I N ' II I � i I I I , 1 , I I � I I I I I I I I I II i` I ' I II 1 I 1 5 I x �C) = c v Ir� II z� 1 N N i I I ' 1 ' 1 ; I , 1 I� 1 I I I ' I 1 ' I ' I ' I ' I ' I I I � I I ' � I I j 1 I I 1 I I II O I I Lnco O Z I o n N I I � 'z - I• I I I I I I 'I 1 I I cIl G I C] Zm N Irm mx `rm- s I n m ' A I r� p i L�rJ Oil mG) o ! x z � � ;(Sk.t: zin 1 o y� �D b a r- a o d o�ink`•� � -0Mnpc m w / C x z Z rrilrzrll2 �J I vmz O c Amo ��I _oma : Z�? i m Evi s "I m U) Gq AS I C — D lJ �� NCD O(D cn� ala, o= vas Op ON cn� OAS Q uDi �uDi (p OO fJ7 V7 (,J CJl O O O fJ -6 W T U7 W O m oo �� o �� w� �o �� �o Nm oo Wow CD CD r /z� 11 :3 cWo v cA W0-e'.� ?n°' m !Woo m �—� ani < ( ) O0 C is N C7 L VJ ����w cn mo cn�(cfl ��N� Iv- O z m U) T r co0� �• wrvc 00=_ �O=_.� wa�CA� w� c n rno o fll Cn V C O�� Cn W NCD �• O�� OO6CQ W jCp y W �-N 7 1�-p I O r = CD Cn m ®D ww CD w MWo oPQ W�„N� w<cn v v - D O (D w O w w w_ cn n Q m C–) z r C D C 41 A N CD W O O :3T o r V CO a D x X X X X X 1 n CD (a ' D D CCD f ll Z: v v o (n cn r Z (D C (D (j O 3 Z � (Q' CD I r (D ® < v D m CD -N4 - o`_� M 000, -4 :3 MoCDM r.)- 4 NII�Cn O C (OW A CDCD n 0 O IV v v X 0 a ET ao� n = o m� z� � m 1< < T c) N� Ty m C m n >N 77 z CD m 8 Q N A O NfJmpX O D Cnr�Gm �cnmDm°O0m no D z n z r z W D x - O 4 m m cr G7 O O O z m D n Ir p � 22 az n O m m z O m C, Tl w y CA m o,m Ami C --A m 00�zOO m �m0 z m m ;0(gG7D rrlmn= = n r =cn O m �mcnm o r Cn D rDz m- p X mmcn z m� C D O m CP m - � m0mry < p D m o m m 0 D m z C= m 0-i = C D D mE::D nmzz Dz c O m D 2 _ -j O mmz o m � �D(nm -o rm oomc� m m m D� z o r z m o Z: z z m m n <O m r 0 cOi > p E�:: w PLOT DATE: 11-29-07 PLOTTED BY: JSWANN FILE NAME: M:\2600DWGS\26034.03\26034.03-DE-10-15-07\SUBMITTAL\26034.03-PUD-SS-102 PEN TABLE: RAB-BW I; I I ' I ' , I I 1 I ' I ' I ' I I I 1 li 'N III , I i I I ' I I boorC • I r I i � ' iI I ZZ�ITI \ n (') I I Ul z (M r� 0) I I I � I 1 , III , 1 , I ' II I � 1 I ' I I n , i a 00;-0 - rl ' 1-0 C { / I �'ozio I { QT< s II n1 O / yY0 n 9)i 11 N 00 D 01v R O �!',' I O) V 0) ' N IS b a G �-AsbG - XZv) � II II - y � o o C5o / I u �_ uu _ Sbq � SbG nom z n m w W o O/ R°�� �Sb o 00 -U ;0 z m m m O z cn < o < I.) Cz_D o<�zl zz o< o � 0 m o m C <m-- y Z r� n� D I Z m Z D Ci O D m D -I Z r- II II IID Z 14 10 Oz= Z V V �cOV C) N 14 CIDpDO ocoZZ �. to coo= co coo_o co co�r�.�< o Fn n P. rnoo6rr- Vto4lR�1 — 8 D m c I w cn w m I ,n '' i I V Z I SERVICE LOOP ROAD I , �a (0 0 0 0 CIO , w0 CO / o 8 c - 62 4F SSS �✓ ❑ � niCIO (n zT (D C (D h ice= � - --- - �► ► _ • _ m u gzrfl D ZC)Dk fy r C) (f)En mDDcnc� `• En LI) z ;'I ZZZam � ,'iL oomoc�i D I c z 1p CII60r- 0o 0 C) o Q) ow•`o°v_ z z :�uDo (n II m ? 00 po X O -i 00 00 p �7 (n j, �7 00NC�Z "C y iA rq D 2 o'rq ZWm� m v_ z� oAy cc"rp �� z D < O O D = -10 Z Z m n z �o I N 0 n u rT O 1�1IV r no D 0O C/1 � O x I O Z Z `. 0 G7 ` J z N Jr>-� Ir p m m az n z r'J CD C-) (140 y CA - 00 C N m Cly C14 D n (n zT (D C (D h ice= � - --- - �► ► _ • _ m u gzrfl D ZC)Dk fy r C) (f)En mDDcnc� `• En LI) z ;'I ZZZam � ,'iL oomoc�i D I c z 1p CII60r- 0o 0 C) o Q) ow•`o°v_ z z :�uDo (n II m ? 00 po X O -i 00 00 p �7 (n j, �7 00NC�Z "C y iA rq D 2 o'rq ZWm� m v_ z� oAy cc"rp �� z D < O O D = -10 Z Z m n z �o I N 0 n u rT pf z I "7 vti.< 1 CC C N. v) I I I I Z Z rT1 2 D II (Vo(VoNm-4 I V co 00Z00 3 I {I ^ j+ m z� I I 0< 1 { I Z .n y (n ~O Z {{ 0 m y Ln 9 :�u 61 I I I 1 i I I I I 1 I { { { I II I I, I I I � I ' 1 ' I ' I ' 1 �I 1 I I 1 I ; 1 { -z-z�ux co Co II VcoC= I i 0 I , i 1 , � I ' I 1 i i I I i I� { , I I � I I _ I N ; I I I I I I I N i � I ' I ' I 1 ; � I C; ; 1 I � I ' 11` I ' I ' I ' I ' I ' I ' I � I I I ' I I ' I I I I I I I I i I N ' � I i I � m ; >s y z I N I I �m II I I I I I I 'I 1 I I I G, C) I U gEl rri0 a o - "'o I c I �z -I rri Q C ~�rn� z 7I cc z o r c �o II I / I cn L X �o m �� Z m o O �c �o rriA A O r+ C Ln A, Gp5 jet uet -_ E -C a v AS GAS E- C D m m x I Z � G7 Z 0 m O D �I n z � I pf z I "7 vti.< 1 CC C N. v) I I I I Z Z rT1 2 D II (Vo(VoNm-4 I V co 00Z00 3 I {I ^ j+ m z� I I 0< 1 { I Z .n y (n ~O Z {{ 0 m y Ln 9 :�u 61 I I I 1 i I I I I 1 I { { { I II I I, I I I � I ' 1 ' I ' I ' 1 �I 1 I I 1 I ; 1 { -z-z�ux co Co II VcoC= I i 0 I , i 1 , � I ' I 1 i i I I i I� { , I I � I I _ I N ; I I I I I I I N i � I ' I ' I 1 ; � I C; ; 1 I � I ' 11` I ' I ' I ' I ' I ' I ' I � I I I ' I I ' I I I I I I I I i I N ' � I i I � m ; >s y z I N I I �m II I I I I I I 'I 1 I I I G, C) I U gEl rri0 a o - "'o I c I �z -I rri Q C ~�rn� z 7I cc z o r c �o II I / I cn L X �o m �� Z m o O �c �o rriA A O r+ C Ln A, Gp5 jet uet -_ E -C a v AS GAS E- C D VJ C - D v� NCD Olp Cn� �1 p� CbZ �1 p� Op ON Cn� OAS Q 1pAlp m (D O O fJ7 V7 W CJl O O O fJ -6 W T C.77 W O 2 � -6(3-6 I'1 m �o �� � D� w� �o �� �o 11 oo Wow y CD CD D w�CD-nri w� v CA wna' Win°' m No o '0m a �-� ami < /� �.. �' (b ili N CO C7 : � CAN In O N O 0 < C j En n � V J m n m ° A��o°' v,Omo cnlp(cfl ��v�lQ ^�- �� c7 Omm z D D cAo0� :3 wNl '00 �o� ww w c n �� o fll Cn r C oO°CD cn CD CD --4006 --4 room 00 D O,? o jm In I D w o 00 cQ W". y w N �- o m > cn- ® 1 Ww W j o C> SOW W WCTI I„0 WCD O��• n" w w A w W- n m Z cn CT7 O CA O W Ct7 k n �+ rn cn w--4cn w /1 , z m o C A � N W oR CD CD E. 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E, E, a, p X X x X X kCD 3 I < CID z Z z 00 m D C D CD z � �.CD 0 < v D m _ W -N4 0 w 2 � o� 0 C) No�� 0)o�Q) r.)- 4 O N C A CD n OO O O IV v X Wi WHIMS o PLOT DATE: 11-29-07 PLOTTED BY: JSWANN FILE NAME: M:\2600DWGS\26034.03\26034.03-DE-10-15-07\SUBMITTAL\26034.03-PUD-WT-101 PEN TABLE: RAB-BW m C m \J m m O M 0 0 m m D m z m O z U) D r r > D r m r D O zII t , Cn z / - -i� , D U I I , z m � (n n m �� I 00 o N , � Q' / Fri z I yro 00 o aro..\ ►.' y rrl n s o--onn°szao °/ U ry own b C ^ ', "gym - n \ R►z I mf�(An / ISb �n°i _ Dnp yr�y�A �Sb �u)a -i rn°) oma' Z z oo� uuo Sb� a xLn ?� I �°' �' �y �.� I ; I a n °nv I Q) Y) oz Z 14 U U Sys Oo n Co r O F-4 Z A °° = SbG ow 02 rm s= uU � .I.- � m a � I zco oo @� \�y ��z i c ; z� oma _ 0 w t I r m r %SERVICE LOOP ROAD OEM I c - s o -- t - s 7 UT UT U UT I I UT a a0 Iop"- �_ n r� , 1 1 C rnmv;ro ry \ \ n sn ® v t / A r-vn t L \ \ n hl CD 1 n y r -I, t I C) � � v, � n zv I�- H� m (n -c z c 5 no�x 1 zv C CHILLER UNIT ON `r / n � 1 ♦) nZj oz n ao oNR EPN Q // o n -70 cn rT,�'' c z � a x rri in, Z a m m T C' !; °� nrri �i� m'n e'V) 0I n �'m-< a� ri Xxzol�\a00 C)n, r- mzxZ2-- � oaC�mCOgls (n (D �"Ill:u'�o nm -iI rl :� z� nC p �slnn� �`� c o�'� - �� m m cnmm� N�� C) ons cas I V) �a U) x� �Wl/ zcm.,� m -J vZzc�i, 5'. 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Q fTl V TT � n I z M = n N W C A IV � �„ p o o X x x x x x CD r < < �?CD c fl I D Q a m W � QJ 00 z Z cD C cD (n not r s Z Z > C>D (o I Do O < m C O - o r Z (D o _ 00 (D -4 00 C:) O n IV QCn CD mOCCCD v N)- o CD O N C w - CID O CDO I4 v v X r;m =-�-- v- \ C) i -o PLOT DATE: 11-29-07 PLOTTED BY: JSWANN FILE NAME: M:\2600DWGS\26034.03\26034.03-DE-10-15-07\SUBMITTAL\26034.03-PUD-CG-103 PEN TABLE: RAB-BW \ I I II I I I I \\ I I \ I II IIII I \ \ I I I 1 \ I II II I I s l I 1 I S I I I I rri �� \I II I�IIIIII $rr, 09\ II II rz \ n���� \ ` II �' \� IIIII III I I I w o m \ �\\ \\ \ o I / 11 111111 III• m �r `\\ �/ III II II III III \ IIII \ Cf) ._590_ � I`\. 955- Cf) 5C �I �/o/ v r \ 1 1 1 D/ vU) QUgL/T 82 20� qNc DE EiVy � 1 1 App nON E'NENT RoX/,yA � gO4Q, / 11 J\ 1 1 � \ I �O� U � � F ME p 2 ®rri 1 \ \ f \ I IIS 1 1 1 1 �6 IIT I � I _ N II _ IIIII I' ,/I I I 95\ \ I IIS I I I I 11 Iz\ �I II IIII ' \ viii �zIZ vi\ U) �n VJ - D l J �� NCD OCD fJ7� �� CJO= �p� Op ON CJI OA CO) C/1 Ay � =a C- wr C7 wwcnDoD m Z m N CD O O U'1 q) W fJl O O O fJ -O W F CJ7 W O 2 'a O -a �� m �o �� o �� w� �o �� �o iv (D oo Wow m m D © o Z Q CD r W e -0c- o a� o a�; W o o' oTc (I C7 �o n- CID ?n�.m ivo o r boas in co C7 = rnv g osv o0 c p� nano 7 m O Cn o (V Ul CD O CJl C ) (p N Cfl I ) .. CD Q Z D= Cl)om 41 C-) ? � oo�on�� �n�� oC)�v �� wn� I..I..I = D co0� Cc WC:> coQ� �Q� m wopC/) 90 we c n �� o Cn - \ D C O W CD (n O N C I l b C D I O O C p O O O Q 7 j CD C n I o �o ` D m Oz D ww CD C5 w Iwo CD W"'n'p w� Cl) w TI W W w w_ _ D Cn F) m m � y CTI O O O GJ Co 4k n ,n-. Q fTl V TT � n I z M = n N W C A IV � �„ p o o X x x x x x CD r < < �?CD c fl I D Q a m W � QJ 00 z Z cD C cD (n not r s Z Z > C>D (o I Do O < m C O - o r Z (D o _ 00 (D -4 00 C:) O n IV QCn CD mOCCCD v N)- o CD O N C w - CID O CDO I4 v v X �n VJ - D l J �� NCD OCD fJ7� �� CJO= �p� Op ON CJI OA CO) C/1 Ay � =a C- wr C7 wwcnDoD m Z m N CD O O U'1 q) W fJl O O O fJ -O W F CJ7 W O 2 'a O -a �� m �o �� o �� w� �o �� �o iv (D oo Wow m m D © o Z Q CD r W e -0c- o a� o a�; W o o' oTc (I C7 �o n- CID ?n�.m ivo o r boas in co C7 = rnv g osv o0 c p� nano 7 m O Cn o (V Ul CD O CJl C ) (p N Cfl I ) .. 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O (] "i -I N D r v I `o m x D0 N• 3 CD CD C) m° D C O Z D r- C 0 Q w C -Q z iv v CD c D < N (D (� v O ao (D PLOT DATE: 11-29-07 PLOTTED BY: JSWANN FILE NAME: M:\2600DWGS\26034.03\26034.03-DE-10-15-07\SUBMITTAL\26034.03-PUD-SS-102 PEN TABLE: RAB-BW z 0 m x n m c 0 n m m con�rr wp�� co C7Gnp co (7CnC') wren wwC') C) DoD -0 -Iw NCD � OCD �w vw OD= �l p) Op ON CJIw OA Q In Ay O fJ7 In W S CJ) O O O N -o W T U7 W O 0 -a O -a �o ��•0 �' w� �o � -4 may. N(D oo Wow m m r Cb w lA CO (7 : � O) w (n O N � 0) CL c jam _ Cli o wow cr,Omo cn(pv)cfl ��v)(a ^�- �� 0 Omm z w- o ry -_ _ �' o w cn 0) w = y 2. 2c-, oC7a) �C7Cn(D CD �°) cn n� m .. � C, o c c CD O' s2o (n n rn 2 OC) CD (o O C4 00 D WcmC O 1N y I U) NpN2 o m W N o m Pc:> (o`)�� ui CDCD-�� o O ow wcN ( rnWo oWw wG"NSo� (w� o a' T� o m w O (' w w_ 5C- m =r :3 N im O CT7 W �I I n W C7 � ^� I V J 10 C7 � (�'D A A O� O :3L JCID 0) ap X E N N N N r v z O N o X X X X X NOCn� 7 C o N c CSD w I CO W '. C7 ca D �2CID 0 CD M 000 cA r Is.) 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X x x x x �, r NoN� 7 O C I CON I C C7 U(] D � � n O CDM --� a'�o �n r oN O 00 N v J r CD I mX r -c g�x m „ CD m > 0 y � "z CD m a Q U) ACY w m -<coDDZ m>-900 D(n�-4-1 ;UMM3, (nO;uzm c0 �Co � zmc mDDi n =Z cU);u m��vg 0o00z >MNn- mmoZo 0 _9 --I <Z0 -< 0 mZ�00 �mm0 ;um;u = 00 D �(n=�v n N O Z 0 D c m r- 0 O G m i D Zm.01 V1-< O CO Z c O zozmc =K:0 -<(n mK:m* mZIG�O 00Z -K zmo�zK m K D 2 Z O -< X m m D m D zz =-<m� DD D r Z ;u M U) C) m Z r C/) N 00 rn w C) C CD CD c 3 CT CD PLOT DATE: 11-29-07 PLOTTED BY: jmann FILE NAME: M:\2600dwgs\26034\26034.05\DESIGN DEVELOPMENT\SUBMITTAL\2-9-CX-001 PEN TABLE: RAB-BW / / I k1-C� I \ \ J _ _ -- uTc U -E -T -G \ U-E-macr c— / — / die \ an \ an \ \ / / \ u6 e , ue \ue \ \\ Ue m ue m \ \\ \ I \ \\ // // C/—%T_ uc / J u� / cT �C� \ �o 0� 0) CP \� moo — \ \\\\ \ \\ \ \ \ \ \ \ \ \ \ \ \ ► I IIDD \ \ \ \ \ \ \ \ \ \ 1 \ ` I 99s\ = o _\� fo / / / _ \ 1 \\ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \� \ \\\ \\ \\ \I I 1 1 1 m m �„ v I I V A V 1 ch c) !1<4,11/rrl�z //\ /F -I_1 1 1 1 1\ 1 1 1 1 \\ 111 I l 1 I II x e.o �C.nl noo � •' �;�,• (� /r l `gZ / rri oil \ �N IIz 00 �� / o �0U) 0 °�� 0. o� / // / / �// p .... °\ U) cJ1� O / ///// /// \— -� o /o / ( - Z _w 1�1 I.C)�" FT \ \\ \ I \I \ �� \rl I I I �/ I i I I/ // / � n\\\ ��`', nm m C� DD �, o // �/ m� \ \��� \ \ \ I I / I I I oz/// j j �°� ( /I—� \ \ ) I I I C Zi/ \�\\ I I I I � �� rrI rrI � m o c`N /i /, uG AUC CO�ibd�r/ X I / I • a (D o O ( CD / m m m m m m m m m m m m m m m m m m m m m m m m m m m y oc x x x x x x x x x x x x x x x x x x x x x x x x x x x Z z Cn (n N Cn N N N N N (n N to Cn N N N N N (n N (n Cl) (n N N (n (n Z z Z z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z On C) G7 C) C) G7 G7 G7 0 G7 0 0 0 0 0 0 0 0 0 0 0 G7 G) 0 G7 G7 C) C) z �1 D co �l C7 ZI il C Cl() r C) � m 0 0 * �l m (n 0 m TI -n C7 G7 * C C C � O D O _� co � G7 G7 D rm- m D C D 56 O m m m W z O D D Z Z Z 2 � m M N M -( m * `E D m C7 K N -1 0 0 = r n m .4 < m co m m m ;u m m m z > � m p D -u _ m Ln m _ � ; D m O n zz m O - D O o ZZ C7 m O D x O D m \ O O m z r v) o D < = m -N( 'D m 'o f l Z m 2 D D m Z Z p Z D O D m m O Z co Z 0 0 m r- C7 n'1 oND C i 0 m r X m =O m 2 m -( n rn �l mCl) r m r W (A -I D � m r p Z m m Cn z G) O O Cn Cn C m U) CD Cl) CD C0 C� r D z z O D C-) D -0 O L7 CD 700 CO N D O D_ G � F- 0 F-9 C-) C O J��71 0 OOmcn C1 C- Q_ F— M C c D > N Oar U) (. O �:uv csl D c /) D �oC-z O C/) 00 D r C/) N 00 rn w C) C CD CD c 3 CT CD PLOT DATE: 11-29-07 PLOTTED BY: jmann FILE NAME: M:\2600dwgs\26034\26034.05\DESIGN DEVELOPMENT\SUBMITTAL\2-9-CX-001 PEN TABLE: RAB-BW / / I k1-C� I \ \ J _ _ -- uTc U -E -T -G \ U-E-macr c— / — / die \ an \ an \ \ / / \ u6 e , ue \ue \ \\ Ue m ue m \ \\ \ I \ \\ // // C/—%T_ uc / J u� / cT �C� \ �o 0� 0) CP \� moo — \ \\\\ \ \\ \ \ \ \ \ \ \ \ \ \ \ ► I IIDD \ \ \ \ \ \ \ \ \ \ 1 \ ` I 99s\ = o _\� fo / / / _ \ 1 \\ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \� \ \\\ \\ \\ \I I 1 1 1 m m �„ v I I V A V 1 ch c) !1<4,11/rrl�z //\ /F -I_1 1 1 1 1\ 1 1 1 1 \\ 111 I l 1 I II x e.o �C.nl noo � •' �;�,• (� /r l `gZ / rri oil \ �N IIz 00 �� / o �0U) 0 °�� 0. o� / // / / �// p .... °\ U) cJ1� O / ///// /// \— -� o /o / ( - Z _w 1�1 I.C)�" FT \ \\ \ I \I \ �� \rl I I I �/ I i I I/ // / � n\\\ ��`', nm m C� DD �, o // �/ m� \ \��� \ \ \ I I / I I I oz/// j j �°� ( /I—� \ \ ) I I I C Zi/ \�\\ I I I I � �� rrI rrI � m o c`N /i /, uG AUC CO�ibd�r/ X I / I • a (D o O ( CD / m m m m m m m m m m m m m m m m m m m m m m m m m m m y oc x x x x x x x x x x x x x x x x x x x x x x x x x x x Z z Cn (n N Cn N N N N N (n N to Cn N N N N N (n N (n Cl) (n N N (n (n Z z Z z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z On C) G7 C) C) G7 G7 G7 0 G7 0 0 0 0 0 0 0 0 0 0 0 G7 G) 0 G7 G7 C) C) z �1 D co �l C7 ZI il C Cl() r C) � m 0 0 * �l m (n 0 m TI -n C7 G7 * C C C � O D O _� co � G7 G7 D rm- m D C D 56 O m m m W z O D D Z Z Z 2 � m M N M -( m * `E D m C7 K N -1 0 0 = r n m .4 < m co m m m ;u m m m z > � m p D -u _ m Ln m _ � ; D m O n zz m O - D O o ZZ C7 m O D x O D m \ O O m z r v) o D < = m -N( 'D m 'o f l Z m 2 D D m Z Z p Z D O D m m O Z co Z 0 0 m r- C7 n'1 oND C i 0 m r X m =O m 2 m -( n rn �l mCl) r m r W (A -I D � m r p Z m m Cn z G) O O Cn Cn C m U) CD Cl) CD C0 C� r D z z O cfln�rr co concnp cflns(n wren wwC Co.) 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T 0 x X / � C) Cl C (D (D v c 3 CT (D PLOT DATE: 11-29-07 PLOTTED BY: jswann FILE NAME: M:\2600dwgs\26034\26034.05\DESIGN DEVELOPMENT\SUBMITTAL\2-9-CX-001 PEN TABLE: RAB-BW ......... / I =gym �'1Z c,�I / - zzxL 1 / uk- I/ !Jill. 11 v� I I / X Cn z G) O O C m U) (D cD CD U) C7 117- m m r D z z O (D � C) O II � C C N f+ O> C z n nU)m O=r C -p 0O z r �o� 000 c:: 0Op C Cn m " C m��> wz>� o ^^z m � --Jn U)VJ Dmz m�� O nmm nU) U) O--1 ::� r O� O-nO X --i -1 = Cn 0 m m Ornn -J �O Z _JN cfln�rr wv-�O concnv cflncncn wren wwcn n DoD N(D w o�D cr1� �I� 00= �� 00 om cr1� o� p Ay oQcncn w< w o0 CD oo-Na cam oo woo= �� rn� m m 41, .0 �� rn� ni v 0� ai �' ) �- cwomc c CID D b wa- w �'' a1 cn �'n� C ?n� m ivoo o �a1 nv G my CD C7 � CnN N. 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OD* � D_cnz= 70 �0z �cnmD m�0 Oz -o mm n> z0 D O y(„�if � z0 0r 0 D C/) -j UD m =zm m m Cm�z 0= 00 p 0 (nrCn= O z p� cn ���= Cl)z� �Dm = mOz mc�0 cmm 0 z W zz z z z =z 0 m(n z � �D=m x�� z wr�� O cnm� =1 cn D0 O cn0 = z � _ m O r w M- =y � 0w cn � m COfm� � O m- = rm 0 � W O = O Dmr� D mr mcn = 0 0-jp CDz O mm -j70 > z0 mm D 0�Cn C -< rC m � O <zr O z0 c �O� 0�)G) m zm=� D Om r OG)0 mcn m r m C') O z �-< ---I -n � O _ m cn m D- r 0 z m r z m m � 0 °m°m z O z m 2!: Zi O Cl) m�� r z cn� �D� z O= z � m 0 m -n = � 0 . m -< m m m vii = 0 � Z y if _ m Cn 0 m o �cn8 G)� Hca mN DD -J�= -i - cno 7090 -imPO O -i prn mcncn mwD� C/) co -0 N) rm- D � w 00N M_- m w -j 00m p mmm Cnca ON D-iDD �� 0�0� = m m c= _ z m -j= O O D m D � z0 0 D x O m z< Cl)D O r m m z D off. � m X m = O�� _ O Ox, p m mO, MM -n -i, O zX 0 me m0 D m m m m 0 C D = m m c m D D m z c m 0 M D > 0 m n= m O D m z 0 c r < 0 0 r D O mmmD�DD -< rpm z= �� W = ZuX���7zm rn 0- rz0 �O DO Xy= ifmm� D� 0m Dm = O = �-p -i�7r m m O DSO r 0 r- m0� . 0 �m 0= -E M0 m zm�0 �OwM O 27=0 az mm zm 00 _=m W D= �m00 DD =D OmD cm -0c =� WO m r c D zm D z m z mOm o mz D-4 Dn mc,x 0z0 Om m �0cpm z OG) 0 m - O D=0=z< G)D0 �� m me Oz0 0 . �0� 0 mr �� m z_ r = m = 0 Cl) -I cn <Dm�0m--i m z �r m G)� 0= p0:Z D = c -1O p0 mm---♦ m0D0 . z �O m m � mmm c0= � -i D 0rD m -ncCnm 0m �m ��-� cn0r0 m = Cn O D 55=r m� � O� � rm m np G) z� D -i m =O� r5D � O O Om z -z m 0 X0 7 cnmD ���— z D- r 0 0 D z < m -i p w m cn D 70 0 O D -i- m- z D Z m - w C < m D m C=-jD m r m r � c z O y r n 0 0 D z 0 C D D 0 0 C m�0 Gj0> = Dmm -i� m C� m0= D x = r z Iv 0CD 27� mr O m �cn� � -<G) c cn zm=mD��lwz 0mm m= z 0m m�0mz�0 �cDn D o°�c0 cm ocn moo= my -j0 0n - 0�m m < m Cmc z�D 0 m0� W D=m m� �0 �m=m m�0 =O�0 cnDm�mD(n��w0m� mz z0 ccn O��mG)�m 0= D mC''� cn -iC==cn D zcnD if: 2: Ocz D �_> m m m AZO 0 m D cn = X900 y nm nC rz =Omp co -=- C-) :z �mOw�0D = ��= �0 _ -O UD2-' wD =m cm Dr -n� z�zr �� m mr= m o ��� D -0 27 Op z� mG) =amu r r Om m G) m m �mD rr D D r Dn cn z �C C 0 cn ODC mom � w m Cn Dr- Cm m�70rz(mnr 0 mOp �cn m mD m��=m�� �� O Ocn� m� rw w �mmw m= 0 r0 z O pm m(nm m cn m0� D u G7 W �n O-iOD r�r znC)x �m�m� w 0 cn �z C/) r- zzOmn. D �c� = zlv= Dz UD =m D=gym �m 0 �z c z z m � r � �0 =0 cnZy� �m ��� m0 0 O� G?:z C-) z =� C) =m m� mw D0 DDD pm m m0M = - Om D- p r �mN � zom cz U)Oz z=nr m<oma = D -i O = c= -i z m < m r0 rrcnm m 0 zmm r 0 D Z 0 r m W m c mDm U)0 O m=�X 0 m�< 0 m z = m = �O mw =m D =w(n m0 n� C= -i -i m z D =� m 0 0 m 0 DO-iCn mm = mmm C0 0 0z m> - -Dmz 0- m mmm �= c� r�0 ��=r- =� O Xcn r = m �z- y � mew -i � D z0 �m O m D� zOm70C�m m=m z� D mp �-<m0nm� �� D �O= mD cnm m mDDm mD = DSO w D �G) 0 1 z D -<mm w 0 0 U°r Cnr =m zDp c00 W 00<�=D O �c� �m r �� m0=Tm� mD = -r,:3 C) - -n 0� �� �m = mz(n m r m-1 Ox= m Z: -i � �mD �p W m m�0 �0� -jO- o z Z r D 0 Cl) m O z z - z �Om mn � ��� r r m �_� m 2! r- O -m Dw CD � D m 0 m = =cn cn Om �� if ��0mm m DmD Dm w cnm Or�Or77= O� cn �xw �m ON �0 0Dp <z 0 (n m w mm cn 0 0�� m mzz Dy m< �mw �z O oOzm=cDnDO � zcnm rm m cn� r<� mr m0 Or m� m �z� EZ m �0 -r O D D m = 0 DO O m m- O Oz D mX Cl) mmm �D �. -1 G) �0D rD � m-iD O 0 <m =zw -0 m DzOD m mzm �� Om mcC Deno D=m UD D m m _ 70 0 m 0m -1 CO O D 90 0 m m O m m 0 r z D O m C z = 0 O m m D -i 0 D O r < n m Cl) D m T � D 0 0 0 m 0 D z= 0 m 0= O -1-n 0� 0 p G7 m �� o cn� zr0 O rD m m D z0 = zDw m 0- r D O � m � �D O H:: cn O r- -<cnpXDcn� m m�D �� m cnD pDOmzD z m :z G) mW 00 cn- ��0 m= cn 0zm o = D -i m m M�� D mrzp 0* D= 0z0 mmm <X� O mmzm0D-' O Dm -1 y— � =� nzrZ7m0 D -O 00X C0 G) -i _ �D D = EZ w�� � z mzz m �D0 c D r = �*z mm z O r0 = C/) C) D-< m0 zS 0 0 0 -m 06' w^ m D 0� z = m O o z mr 00 Cmif mzmr 0cn= zz m mD m m z z z� � �0 = 0 D =cn Dmz Cl) m m wDF mz0 Z: = 0� = r Ocn m Xm =O �Iw owo0 m r mD0 =D m D z r E:: . �m m0 w ➢0m �= 0m D =G0DwD = 0 D - �rpmcn C 0 -j p O -i. m O � z Om �� m -1 -Om r D zm zZJO r----Icn< n =m�7m0 m mzz zm z w� mmDZDO cn�= �n = -im �z m z m= m 0= Dcl) m m -ip� r0Z r� D �O m D CmD ODmD�mm cn ��nm G70 m m0 m�mcnn= m = zZ� 0� D D> Nom= zm -0 O D �_� G] 0 0zD wDz == zm C= -n 70 2! z' r O Cl) C= cn m < mm =r G) m m cn O m - = D O =� mrr � DG) m m0 00� �� r w OOm 70= �m D o �m m m - -i -j D � O Q00 m� cn 0Z7 �(n X00 -j (:) m D C D D_ r 0 m m O X O m D = z= 0 w m z D C N n Z n m r r z z X m =� (7 = O Cl) 0 O G m i x z D-0 0 m m Z O r c m 0 O m m r D O ;)c L> m 70 �n Dp zD �cnw Oz D=O Om 003 nix G7 r p" 0 G7 =D Ozm O z 0 0cm mm= �D m0 �0n �zm Cm70 >m- =r- m = rm-n m �z CD ;;a D 0 <� O >n mmm m * Fn = c D< gip. O C/) C-) o= m =0 m0-4 r0� mzD Dm �rp0 = -,�D cnm 0 m = 70O�lm -i m � Dz D D 0m 0 =_ n z 2: -< G) Iv m� m -i 0 cnEf w m O D D Cl) G) D n OO70 0c0zw0 m Ohm 00 X 00 O7m-1DmD Ef � m0D =0 0 mzz m = CO 0 cm mmm m z ajzcn O�� �G) cn--i rm�pz -0 0z0 O . <:z m= ® �ccn Ef- 0 �D n<m�p0 m X zom mop . p� 0-iG) z W 0 Ef D �m mDm .. r- y, m wpm m - m0 DSD 00= Z:MU) r m 0= D m m D D m m � m � � 0 O m m m D < m D= D m � m m r m 0 z r G) 0 z z x D m 0 m e C r 0 0� m��mm� 0Z77r r- -n m �� m0 x r0 z < DD rm< z = 0m >< C- cn r- (= 00m OEfm mZ 0m C -i � 0 z mD D0p D r m 00 < D-iD m EfZu Z7��0Z70 m fm�r mz m mD �mr<0� mr =m m rCn �zm m rn Cl)cn O D -i r � mcnD O m0 0 0 Elm 0D O=zD�= D zmw m0 � r� zDmz-i - _ -iTI m� � 0G) Dmf = m D= � Z 00 Cmc O 00z SOD -i 2! m7 Om mzD z�� O <m0cn= �0m 0z -i D z -1-j 0= � 0 D m� m = z z � � c D -i *zom zG)r 0 O mm mDT O m � = C-) Cl) 0-0 mm-iz m � =cn �D G) Dm mzz D cn mcf)- 0 r �= >- z 22�m 0m-< m() .0 rm0 � MD m o<�0z� m ��= pz m oz ODOzm� � m D� 00 m �_D =zom r 900 m m DD ADD D zm0 ��� 0� �_ r- .0 cnD Dm0 m zm=m=m 0 :Z m D o -u70 Ef C) --J C= 0 o rm Cm O Xm 5r; w z : z 0 =r -i r- � G�mz mmm D O m- �< m -> (n =mDXnX X �zOC m D mm Dm�Dmz D C/) mm- m 00 -n mGG) m 0� mX0 C 22 G7 �_ r- � Uma �00 m 0== 0z� -< m mM0 �O mmm m=:;a I = =D� � p� -i w00 -i 0 G) �m 0m y 0= m0� D = 0= = 00 m�0 zDm zom cn z 0z� oz =gym C-) C-) w mmm= m 0 —Do ODmm-= � z �-1 m0 �_ zz Oz0 n m C/) -n O z m� =cn� Cl) Wzm -i � -- m �= mmD vDiOmcn�O z CDS n m m� C/) -< m = mm O 0 -0 _� _ =00 0=0 cmz -zm 0 z m0 00m mz < 0 m rD CwD0 _ czn= z0 opm 0 O = 0D- Cl)O 0mmpcn G7 =G)p -< Z �� zm0pz� 0 -1 m D m C)r D z m m z m z C) 0 m m m O� D 0 D -< 0 0 -1 � m�zmz� 0 D=� m rrmz�Iv O = z= �D p �= D<0 O �D r� �<p . m D� D� O m m 0 m = r D Cl)0 = O = p m m 0 O cn 0 X 0 0 m 70 z �pDnmm < mi•Tiy m O D vm)TmO�� 0 m =n = r rmC -<mM D � �0 r m =m =mmm zcnx m0 zr� zD =D� zz�D�m D Cl) -i cn�Omz= �_ x cn C/) m _0m �m� m cn m0 m m0 m O mm 0M m = mDm G7� m0cn 0�<D=m =IOTim cin D = Qzmz�m x c w� 0 �� 0Z= D m� � mD m pp Dz D m m�m O� OD �Dm�mx O D-10 m m ---I -0 � z - r �m D�m = O 70 Oz m -i �� 0G) G Cf) C) -n �r m -n m m rm = c� � my00=pcn D G) - = z0 _0cnD z m D CD C) = C-) -.-I 0-i z y0m *O Dw m z z z 70 90 = � D w D =-i m z O m r D �= G7 D z D -i � m0� m Om � mp CO m zm z 2* 0D0 < -i � mcn z cp Dm � �r-i --im Dm D O= z m m r = m D x 0 D co z m r= m m O D Cl) z = m m 0 z mp m 00 cnp Iv y -j 2: Iv mz r � m D m 0 xw cn m m� r m o �� G) 70 m z O O �u wD8 =O ��mCncnmcO rn � �w Ocn m� w �Iv 0- TICnW ON D.- cn 0o co 00 EZ :-4 DmDmwmrn Ocn 0� Cl) oIv - m E-, Iv C= 2!: -iZ�CCOm=X, D r x. m m O�� pm 0m p m. < z D� Cnr-z0f=00 p> p� � O D D D O m m C m D m D D X_ D 0= z O D m D r m o O m - m m n r D O m C Cl) m O G) C 0 0 z D * D m m O m m r D=m G)mDrOD�r�< D r �z c0nm <m m Dr �r Ozm m� �� D T0C * �u c0n0�zm�n �u rD D n m m 0 (n D= cnTlm��rnOmm m = C� rnw Dm < z� �� �m> z- m� r 00 D D D> �-c 00 7 nG) 0G) � = � z C) r� z�Or=zDmO70 � 0� GDjCD) mm 0 C�� m� G) 0� C/) -i D� m cri)D0 mmm=��m �0 m0 m m O � < w 0 0� z m�- z « 0 m D m z m � m m O m n 70 m z=* m m z O c7 m� rz�mcn OwmD D m0 �m �W m �� �� � 0 pm mm c 0� czn cn �_m -iD -OD�m pz= �0 m m m m m = m z c0=cnm<m 0m z 0 0 mr D0 m p 0 D= = m= W mw p = p�-n==rn00m y m0 = C D -i C� (" z y= D 0 m 0 � m O r m o z— Cl) D m z 0 m D r D 0 D = D < D= 0 0� y� O p n D -O � O cf)mU) �X^rD< c=D = (- >� D� �z D �z z �Iv� mr �r z mz O r �D D-im�r0 z� DZ7 r m m D C-) m Cn r(n C-)— z<r Dcn m0 m� DO r -i 2! z0 z 00 om DUD W 0 �m O w �� m��0=zm . om Cn - ;;a r p = Cl) �D =M ---I �'zDm r = z= Dom 0 m= 0z =D0 �m mm G) 905 0 m r0 mor- pu -u Dm = p r z 0 D n r m m c"o m m�� z Cl) W < = D m D m m m D z m 0 0 O= m m m � � m y O Cl) ja� m 0= O o � z z D 0 z � r r mw m�mmzD�O�= r m m� o - D E:: 2!: �cn cn -1 ,z � 0 z= D �0 < = o m n zm = 0 -i= D O 0m 0m O �w oC ODcn m m m NG) m m pD �G)G)�mmD -im c m 00 �0 �mm-0omm-i r- O� D z m D0 pX� op O D 0 o r m mz 0 D0 -u if r D m i m CD ��m��� =mr 0 m G)� Cp r c 0 �� m z mz z -10 C mr O Ozm�m C zm D r D z 0 m 70 Cf) =mM- ---I -w G1 �D �� cn m wr mo -�•I O=c :E C/) cn O O Ow 2: C-) mW z w 0 G7 Z m -i -i� c= -j r= m m D D Cl) = O m D z N O D m w D� m z M m = D m = m 0 O 0 =Om�Drmmm 0 r 0z mFv D Cl) m=� rr r �m D n �w OC��Om� nD r p cn m z� m mzzzcn„zz c mcn r 00 �0 0 �zm �m m DO O O 0x �0 Ef 0 �z 00 m * O -O �mDOz����m o G) *cn yz m W G)cn = . G)0 OTI m mC m z O DoG)mz0D 00 zy E z O m D �z Om�cnG)I"�OcnD m m F_ -j C-) m m DIv D 1� m* c0 O z cn 0 c cn C�0<� z0 r < -1 0 m ow mmm0�cn�=yr m -i rD �m pI- �m r J �_= U�o� 0cn D m = =0ymm-i 0m= m -i �w ezn o C/) z rm� w_ �O= zr cn - D m O 55 r 0 r 0 * 70 0 m-, D c_n z m0 z O w D D z p z p 4- D m n= r m D== m m- D m m m m o D m z DZ r>Z070=r0mm-n = G) �m w O Cl)cnr T 0z z- D �D z � m �m�G»=-i >�0 Cm O r 0 m 4 N rzpmmwzM00 0 �_ mD O = Dm z o�0 ®D mr O c �m mm0m n(,) D -_j z w m m � n) m = C-) O .a X < Cl) z O O O r zu � m C m z Ef = z = w� D= 0 m m m n X N z O m -< o = r r w -n O � O D 0-0-i D Ef= 0 0 O 0 m � m m =r�D 0 Cl) m cD z mm m = G)= m < D z O O 0 0 0 0 m z O c m 0 0 r z0 o m- = m 0 z0 � m= 0 m-0 n n = m m Q O z r m m D � o m m > z � 0 jo 0 n m 0< 0 o p O m D n m O 0 m y 0� m D � * 0 ZO m O m m z O 0 D m o m w r r -< -u mwwmOm0 DD D o -i z cn mm m� 0 0 m � 0 0 �Dz cnm =D D -n O m0 G)�z0c��'�Ef m< � pZ =Ti m 0 mm m r m0 mm 00 0 O cn z=mm�0� D� 00 00 z D p O D DZOmm��m0m m mm � �o r O �z D D -I, Cl) O G)mmm=m0 rm 0� � C -) X 0m z cn DO = r Om _ Ef Z Cl) m c 0 y O m _ 0 m C) O D m 0 r -i z O r 0 D S 0 G) = z C < D D m O O = O O � � -j� �* � D 0 0 Cn -i m� D O D z D � m z - m W m O= TI<0<nDrrOry n 0 = D� m — =m �� 0 r0 = p =�m�=r -i �D D z z mD -iDDDr<00mDD D Oz m m = �= m O (nm no C mm z T m D*Opmco w0 QOO m O c7 0a) �<rmpmmOZz z O m m D *z m Cl) Om xr � z — �00�mm m m � 0 O z m y zm z0(n0 0 -< = C z �D 0 w m m cn z m�O�Dcn mz cn0 O o O G7 m > m� G7 0�� r(nC7 m r DO 0 Z m� 0D z Dzz p Z m Om �Dp DD=D0 Cl) m m m m cn 0 D O 0z = D < mD mm D < - m D Z7 C0 - �JZD�zcnDr� D m r 0= * � D 0 z z m O -i 0 m� m0 m z mcn r z O 0 <= y f m z m p Cn r Q D z � O z m m = m � G 7 0 m m G) G) Z 7 m D m 0 r 0 D m Cl) 0 m m m n 0 y m m D o p O m O = 0 --Ti O= O = m c � c� o m m w D m n 0 C 22 p 0 � w zD C-)=- =mzz- D -< � m n �= W m m= o m OGOmm�r 0-1 0r � D m -ir zG)z0m c=zz cn O -i w �m = cD m DO m =m m=p m m m *� 0mcnmm�mpp0 m = 0 m o m m 0m z o 00 m DO�rmz 00 D 0 p m p o 0 CJr-Xz * W m m 0 O c) D m0 r DcnO z z =z mD=�ywm��J= m p m = o vziz wc�i, 0 0� m r�OmD� T m m = 0 Z . m r D O r cn Z7 cn D . 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�� O — = pm OrD Cl)cn0� z D�Dr z W rim Dw�z rD r mD BOZO 00� G)O O �� � o �C 0 -< O D m z D me G7 D=m= n m r0 D r mm �� z z D o w m (n D z 0 0 O r m -< z r O � m 0� D z -0� m c�* 0� C m w = 0 0 m 0 m- 4(ro� -0 -r = O - pz G] r �p m Z= m m �cn0 �Dm m C %� 0 cO 0 o m y �__� rm m� mC C w �� D<z� r�C= mcn D�7D �Z O -1cn y0= D �D <22< oc mD o �o�w = z D0D � �= OD �O m O� 0m = ��wm w wow �G) O ZD()cn Dp m =r nOm zm �� —i 2CrO m mm �r C/) -0 QO �� ---j 70 m r0 D -< C') �z zz� �DzD ��X �= m0= Oc Z2 44 cNi, 6 ° D -irm 0 � = m 0 z cn if � tO cn mD 70 zD D Cl)0m C O m z T 0 0 p m m0D mmm D� O 0>0 nzcnm �mm m 0m =m mm r0 L w O D m=mmm O �. �m mD 0 �� r�nm O< �- m m m DO DOm� 0� 0 y�o �cmn rm 0 CD O 0 r � r1I rn m z zc m C 0 O _ w 1 z ymmp z0 00 = m Dm Dm(nm m�G7 � 0=0m 0n �C)� CD Ef 00 �m- m nX n < m nOZ7C) _� 00 cn� � 070 z DD D== Cn OmC� _ �<z Om O Dp C-) Cl) Dz Cn m mOmO m 0*70� m-� cn D z c0 �� wm0 = �z m0= X m O C z< z n m O O Cl) z -< z T � r m m z 0 r D � O -0 0 ? D m p 0 0 r z — _ cn D � r D Cz z -i z D m mX D zD mD z-1z� Cm �0 mp z � -i0 = 0- 00� = O�cD �� = m�� 0�z� m�G) m z� -<m cDn0 G) O O m ��7�0 �0 O� D� > m O� m0mm c0* � O� z Om m_ G)� Om O cn cnp -jDw O z r C m r -< C z 0 *= if � m D D m z D cn < p < m C= O m m G) � z m p m z = O m � O z Z m D0®m cnz �m O O =� mm-<= �m-< D m=zD r-- rmD ocn=00 0G)X < �� m�� n z m O r- ---I 0 =D < mm �O m�D z On cn0 O D -� z �Dcn m � Q;0- � ® z r 0 O � z m -i-i = m - o D D pZ = m = = 0 m m 0 c= 0 = m n� 0 rn O m m z O �7 0 D n Z-0 m0 m z 0 = Cl) m 0 - O Z � Cl) D n p D � D z D F� O m= D D i m z O z m m 0 -< z n r m m m �� G7 0 0 Cl) 0= D m z0 o r Cl)- z = z r z G) z -1 (n -1 z O -j -j D - Cm Oz r �� �= O - z ��OD 0 cn 70 m00m 0000 � p= 70rm cn m m m mzD O �� _� O 0 �p C=�O ozz cn ��nz w m m=p mDm DCz zm c 0 w z � w��z O �= m= c O O O = c)w z D U) O O mD�70 z m m m nnDz �0� Dn=m 0 Ozp ��0� Cn�O 0� m . z � O --j z 0� �z m m cn ==Z:0 =mmm y -' --- O -i D C�< �-1>� Do -1 CC-) 70Cl) ��z O Cl) m O 00rm m Om r 0nmc m�D DO 0 = r � m Cf) -i C Om0 = 0 m z DZ� O ifct) O= (� D O p 0 r Z��m m mzz m m z 0m 2! � 0 m p0 mm �m m z2! OD* � D_cnz= 70 �0z �cnmD m�0 Oz -o mm n> z0 D O y(„�if � z0 0r 0 D C/) -j UD m =zm m m Cm�z 0= 00 p 0 (nrCn= O z p� cn ���= Cl)z� �Dm = mOz mc�0 cmm 0 z W zz z z z =z 0 m(n z � �D=m x�� z wr�� O cnm� =1 cn D0 O cn0 = z � _ m O r w M- =y � 0w cn � m COfm� � O m- = rm 0 � W O = O Dmr� D mr mcn = 0 0-jp CDz O mm -j70 > z0 mm D 0�Cn C -< rC m � O <zr O z0 c �O� 0�)G) m zm=� D Om r OG)0 mcn m r m C') O z �-< ---I -n � O _ m cn m D- r 0 z m r z m m � 0 °m°m z O z m 2!: Zi O Cl) m�� r z cn� �D� z O= z � m 0 m -n = � 0 . m -< m m m vii = 0 � Z y if _ m Cn 0 m o �cn8 G)� Hca mN DD -J�= -i - cno 7090 -imPO O -i prn mcncn mwD� C/) co -0 N) rm- D � w 00N M_- m w -j 00m p mmm Cnca ON D-iDD �� 0�0� = m m c= _ z m -j= O O D m D � z0 0 D x O m z< Cl)D O r m m z D off. � m X m = O�� _ O Ox, p m mO, MM -n -i, O zX 0 me m0 D m m m m 0 C D = m m c m D D m z c m 0 M D > 0 m n= m O D m z 0 c r < 0 0 r D O mmmD�DD -< rpm z= �� W = ZuX���7zm rn 0- rz0 �O DO Xy= ifmm� D� 0m Dm = O = �-p -i�7r m m O DSO r 0 r- m0� . 0 �m 0= -E M0 m zm�0 �OwM O 27=0 az mm zm 00 _=m W D= �m00 DD =D OmD cm -0c =� WO m r c D zm D z m z mOm o mz D-4 Dn mc,x 0z0 Om m �0cpm z OG) 0 m - O D=0=z< G)D0 �� m me Oz0 0 . �0� 0 mr �� m z_ r = m = 0 Cl) -I cn <Dm�0m--i m z �r m G)� 0= p0:Z D = c -1O p0 mm---♦ m0D0 . z �O m m � mmm c0= � -i D 0rD m -ncCnm 0m �m ��-� cn0r0 m = Cn O D 55=r m� � O� � rm m np G) z� D -i m =O� r5D � O O Om z -z m 0 X0 7 cnmD ���— z D- r 0 0 D z < m -i p w m cn D 70 0 O D -i- m- z D Z m - w C < m D m C=-jD m r m r � c z O y r n 0 0 D z 0 C D D 0 0 C m�0 Gj0> = Dmm -i� m C� m0= D x = r z Iv 0CD 27� mr O m �cn� � -<G) c cn zm=mD��lwz 0mm m= z 0m m�0mz�0 �cDn D o°�c0 cm ocn moo= my -j0 0n - 0�m m < m Cmc z�D 0 m0� W D=m m� �0 �m=m m�0 =O�0 cnDm�mD(n��w0m� mz z0 ccn O��mG)�m 0= D mC''� cn -iC==cn D zcnD if: 2: Ocz D �_> m m m AZO 0 m D cn = X900 y nm nC rz =Omp co -=- C-) :z �mOw�0D = ��= �0 _ -O UD2-' wD =m cm Dr -n� z�zr �� m mr= m o ��� D -0 27 Op z� mG) =amu r r Om m G) m m �mD rr D D r Dn cn z �C C 0 cn ODC mom � w m Cn Dr- Cm m�70rz(mnr 0 mOp �cn m mD m��=m�� �� O Ocn� m� rw w �mmw m= 0 r0 z O pm m(nm m cn m0� D u G7 W �n O-iOD r�r znC)x �m�m� w 0 cn �z C/) r- zzOmn. D �c� = zlv= Dz UD =m D=gym �m 0 �z c z z m � r � �0 =0 cnZy� �m ��� m0 0 O� G?:z C-) z =� C) =m m� mw D0 DDD pm m m0M = - Om D- p r �mN � zom cz U)Oz z=nr m<oma = D -i O = c= -i z m < m r0 rrcnm m 0 zmm r 0 D Z 0 r m W m c mDm U)0 O m=�X 0 m�< 0 m z = m = �O mw =m D =w(n m0 n� C= -i -i m z D =� m 0 0 m 0 DO-iCn mm = mmm C0 0 0z m> - -Dmz 0- m mmm �= c� r�0 ��=r- =� O Xcn r = m �z- y � mew -i � D z0 �m O m D� zOm70C�m m=m z� D mp �-<m0nm� �� D �O= mD cnm m mDDm mD = DSO w D �G) 0 1 z D -<mm w 0 0 U°r Cnr =m zDp c00 W 00<�=D O �c� �m r �� m0=Tm� mD = -r,:3 C) - -n 0� �� �m = mz(n m r m-1 Ox= m Z: -i � �mD �p W m m�0 �0� -jO- o z Z r D 0 Cl) m O z z - z �Om mn � ��� r r m �_� m 2! r- O -m Dw CD � D m 0 m = =cn cn Om �� if ��0mm m DmD Dm w cnm Or�Or77= O� cn �xw �m ON �0 0Dp <z 0 (n m w mm cn 0 0�� m mzz Dy m< �mw �z O oOzm=cDnDO � zcnm rm m cn� r<� mr m0 Or m� m �z� EZ m �0 -r O D D m = 0 DO O m m- O Oz D mX Cl) mmm �D �. -1 G) �0D rD � m-iD O 0 <m =zw -0 m DzOD m mzm �� Om mcC Deno D=m UD D m m _ 70 0 m 0m -1 CO O D 90 0 m m O m m 0 r z D O m C z = 0 O m m D -i 0 D O r < n m Cl) D m T � D 0 0 0 m 0 D z= 0 m 0= O -1-n 0� 0 p G7 m �� o cn� zr0 O rD m m D z0 = zDw m 0- r D O � m � �D O H:: cn O r- -<cnpXDcn� m m�D �� m cnD pDOmzD z m :z G) mW 00 cn- ��0 m= cn 0zm o = D -i m m M�� D mrzp 0* D= 0z0 mmm <X� O mmzm0D-' O Dm -1 y— � =� nzrZ7m0 D -O 00X C0 G) -i _ �D D = EZ w�� � z mzz m �D0 c D r = �*z mm z O r0 = C/) C) D-< m0 zS 0 0 0 -m 06' w^ m D 0� z = m O o z mr 00 Cmif mzmr 0cn= zz m mD m m z z z� � �0 = 0 D =cn Dmz Cl) m m wDF mz0 Z: = 0� = r Ocn m Xm =O �Iw owo0 m r mD0 =D m D z r E:: . �m m0 w ➢0m �= 0m D =G0DwD = 0 D - �rpmcn C 0 -j p O -i. m O � z Om �� m -1 -Om r D zm zZJO r----Icn< n =m�7m0 m mzz zm z w� mmDZDO cn�= �n = -im �z m z m= m 0= Dcl) m m -ip� r0Z r� D �O m D CmD ODmD�mm cn ��nm G70 m m0 m�mcnn= m = zZ� 0� D D> Nom= zm -0 O D �_� G] 0 0zD wDz == zm C= -n 70 2! z' r O Cl) C= cn m < mm =r G) m m cn O m - = D O =� mrr � DG) m m0 00� �� r w OOm 70= �m D o �m m m - -i -j D � O Q00 m� cn 0Z7 �(n X00 -j (:) m D C D D_ r 0 m m O X O m D = z= 0 w m z D C N n Z n m r r z z X m =� (7 = O Cl) 0 O G m i x z D-0 0 m m Z O r c m 0 O m m r D O ;)c L> m 70 �n Dp zD �cnw Oz D=O Om 003 nix G7 r p" 0 G7 =D Ozm O z 0 0cm mm= �D m0 �0n �zm Cm70 >m- =r- m = rm-n m �z CD ;;a D 0 <� O >n mmm m * Fn = c D< gip. O C/) C-) o= m =0 m0-4 r0� mzD Dm �rp0 = -,�D cnm 0 m = 70O�lm -i m � Dz D D 0m 0 =_ n z 2: -< G) Iv m� m -i 0 cnEf w m O D D Cl) G) D n OO70 0c0zw0 m Ohm 00 X 00 O7m-1DmD Ef � m0D =0 0 mzz m = CO 0 cm mmm m z ajzcn O�� �G) cn--i rm�pz -0 0z0 O . <:z m= ® �ccn Ef- 0 �D n<m�p0 m X zom mop . p� 0-iG) z W 0 Ef D �m mDm .. r- y, m wpm m - m0 DSD 00= Z:MU) r m 0= D m m D D m m � m � � 0 O m m m D < m D= D m � m m r m 0 z r G) 0 z z x D m 0 m e C r 0 0� m��mm� 0Z77r r- -n m �� m0 x r0 z < DD rm< z = 0m >< C- cn r- (= 00m OEfm mZ 0m C -i � 0 z mD D0p D r m 00 < D-iD m EfZu Z7��0Z70 m fm�r mz m mD �mr<0� mr =m m rCn �zm m rn Cl)cn O D -i r � mcnD O m0 0 0 Elm 0D O=zD�= D zmw m0 � r� zDmz-i - _ -iTI m� � 0G) Dmf = m D= � Z 00 Cmc O 00z SOD -i 2! m7 Om mzD z�� O <m0cn= �0m 0z -i D z -1-j 0= � 0 D m� m = z z � � c D -i *zom zG)r 0 O mm mDT O m � = C-) Cl) 0-0 mm-iz m � =cn �D G) Dm mzz D cn mcf)- 0 r �= >- z 22�m 0m-< m() .0 rm0 � MD m o<�0z� m ��= pz m oz ODOzm� � m D� 00 m �_D =zom r 900 m m DD ADD D zm0 ��� 0� �_ r- .0 cnD Dm0 m zm=m=m 0 :Z m D o -u70 Ef C) --J C= 0 o rm Cm O Xm 5r; w z : z 0 =r -i r- � G�mz mmm D O m- �< m -> (n =mDXnX X �zOC m D mm Dm�Dmz D C/) mm- m 00 -n mGG) m 0� mX0 C 22 G7 �_ r- � Uma �00 m 0== 0z� -< m mM0 �O mmm m=:;a I = =D� � p� -i w00 -i 0 G) �m 0m y 0= m0� D = 0= = 00 m�0 zDm zom cn z 0z� oz =gym C-) C-) w mmm= m 0 —Do ODmm-= � z �-1 m0 �_ zz Oz0 n m C/) -n O z m� =cn� Cl) Wzm -i � -- m �= mmD vDiOmcn�O z CDS n m m� C/) -< m = mm O 0 -0 _� _ =00 0=0 cmz -zm 0 z m0 00m mz < 0 m rD CwD0 _ czn= z0 opm 0 O = 0D- Cl)O 0mmpcn G7 =G)p -< Z �� zm0pz� 0 -1 m D m C)r D z m m z m z C) 0 m m m O� D 0 D -< 0 0 -1 � m�zmz� 0 D=� m rrmz�Iv O = z= �D p �= D<0 O �D r� �<p . m D� D� O m m 0 m = r D Cl)0 = O = p m m 0 O cn 0 X 0 0 m 70 z �pDnmm < mi•Tiy m O D vm)TmO�� 0 m =n = r rmC -<mM D � �0 r m =m =mmm zcnx m0 zr� zD =D� zz�D�m D Cl) -i cn�Omz= �_ x cn C/) m _0m �m� m cn m0 m m0 m O mm 0M m = mDm G7� m0cn 0�<D=m =IOTim cin D = Qzmz�m x c w� 0 �� 0Z= D m� � mD m pp Dz D m m�m O� OD �Dm�mx O D-10 m m ---I -0 � z - r �m D�m = O 70 Oz m -i �� 0G) G Cf) C) -n �r m -n m m rm = c� � my00=pcn D G) - = z0 _0cnD z m D CD C) = C-) -.-I 0-i z y0m *O Dw m z z z 70 90 = � D w D =-i m z O m r D �= G7 D z D -i � m0� m Om � mp CO m zm z 2* 0D0 < -i � mcn z cp Dm � �r-i --im Dm D O= z m m r = m D x 0 D co z m r= m m O D Cl) z = m m 0 z mp m 00 cnp Iv y -j 2: Iv mz r � m D m 0 xw cn m m� r m o �� G) 70 m z O O �u wD8 =O ��mCncnmcO rn � �w Ocn m� w �Iv 0- TICnW ON D.- cn 0o co 00 EZ :-4 DmDmwmrn Ocn 0� Cl) oIv - m E-, Iv C= 2!: -iZ�CCOm=X, D r x. m m O�� pm 0m p m. < z D� Cnr-z0f=00 p> p� � O D D D O m m C m D m D D X_ D 0= z O D m D r m o O m - m m n r D O m C Cl) m O G) C 0 0 z D * D m m O m m r D=m G)mDrOD�r�< D r �z c0nm <m m Dr �r Ozm m� �� D T0C * �u c0n0�zm�n �u rD D n m m 0 (n D= cnTlm��rnOmm m = C� rnw Dm < z� �� �m> z- m� r 00 D D D> �-c 00 7 nG) 0G) � = � z C) r� z�Or=zDmO70 � 0� GDjCD) mm 0 C�� m� G) 0� C/) -i D� m cri)D0 mmm=��m �0 m0 m m O � < w 0 0� z m�- z « 0 m D m z m � m m O m n 70 m z=* m m z O c7 m� rz�mcn OwmD D m0 �m �W m �� �� � 0 pm mm c 0� czn cn �_m -iD -OD�m pz= �0 m m m m m = m z c0=cnm<m 0m z 0 0 mr D0 m p 0 D= = m= W mw p = p�-n==rn00m y m0 = C D -i C� (" z y= D 0 m 0 � m O r m o z— Cl) D m z 0 m D r D 0 D = D < D= 0 0� y� O p n D -O � O cf)mU) �X^rD< c=D = (- >� D� �z D �z z �Iv� mr �r z mz O r �D D-im�r0 z� DZ7 r m m D C-) m Cn r(n C-)— z<r Dcn m0 m� DO r -i 2! z0 z 00 om DUD W 0 �m O w �� m��0=zm . om Cn - ;;a r p = Cl) �D =M ---I �'zDm r = z= Dom 0 m= 0z =D0 �m mm G) 905 0 m r0 mor- pu -u Dm = p r z 0 D n r m m c"o m m�� z Cl) W < = D m D m m m D z m 0 0 O= m m m � � m y O Cl) ja� m 0= O o � z z D 0 z � r r mw m�mmzD�O�= r m m� o - D E:: 2!: �cn cn -1 ,z � 0 z= D �0 < = o m n zm = 0 -i= D O 0m 0m O �w oC ODcn m m m NG) m m pD �G)G)�mmD -im c m 00 �0 �mm-0omm-i r- O� D z m D0 pX� op O D 0 o r m mz 0 D0 -u if r D m i m CD ��m��� =mr 0 m G)� Cp r c 0 �� m z mz z -10 C mr O Ozm�m C zm D r D z 0 m 70 Cf) =mM- ---I -w G1 �D �� cn m wr mo -�•I O=c :E C/) cn O O Ow 2: C-) mW z w 0 G7 Z m -i -i� c= -j r= m m D D Cl) = O m D z N O D m w D� m z M m = D m = m 0 O 0 =Om�Drmmm 0 r 0z mFv D Cl) m=� rr r �m D n �w OC��Om� nD r p cn m z� m mzzzcn„zz c mcn r 00 �0 0 �zm �m m DO O O 0x �0 Ef 0 �z 00 m * O -O �mDOz����m o G) *cn yz m W G)cn = . G)0 OTI m mC m z O DoG)mz0D 00 zy E z O m D �z Om�cnG)I"�OcnD m m F_ -j C-) m m DIv D 1� m* c0 O z cn 0 c cn C�0<� z0 r < -1 0 m ow mmm0�cn�=yr m -i rD �m pI- �m r J �_= U�o� 0cn D m = =0ymm-i 0m= m -i �w ezn o C/) z rm� w_ �O= zr cn - D m O 55 r 0 r 0 * 70 0 m-, D c_n z m0 z O w D D z p z p 4- D m n= r m D== m m- D m m m m o D m z DZ r>Z070=r0mm-n = G) �m w O Cl)cnr T 0z z- D �D z � m �m�G»=-i >�0 Cm O r 0 m 4 N rzpmmwzM00 0 �_ mD O = Dm z o�0 ®D mr O c �m mm0m n(,) D -_j z w m m � n) m = C-) O .a X < Cl) z O O O r zu � m C m z Ef = z = w� D= 0 m m m n X N z O m -< o = r r w -n O � O D 0-0-i D Ef= 0 0 O 0 m � m m =r�D 0 Cl) m cD z mm m = G)= m < D z O O 0 0 0 0 m z O c m 0 0 r z0 o m- = m 0 z0 � m= 0 m-0 n n = m m Q O z r m m D � o m m > z � 0 jo 0 n m 0< 0 o p O m D n m O 0 m y 0� m D � * 0 ZO m O m m z O 0 D m o m w r r -< -u mwwmOm0 DD D o -i z cn mm m� 0 0 m � 0 0 �Dz cnm =D D -n O m0 G)�z0c��'�Ef m< � pZ =Ti m 0 mm m r m0 mm 00 0 O cn z=mm�0� D� 00 00 z D p O D DZOmm��m0m m mm � �o r O �z D D -I, Cl) O G)mmm=m0 rm 0� � C -) X 0m z cn DO = r Om _ Ef Z Cl) m c 0 y O m _ 0 m C) O D m 0 r -i z O r 0 D S 0 G) = z C < D D m O O = O O � � -j� �* � D 0 0 Cn -i m� D O D z D � m z - m W m O= TI<0<nDrrOry n 0 = D� m — =m �� 0 r0 = p =�m�=r -i �D D z z mD -iDDDr<00mDD D Oz m m = �= m O (nm no C mm z T m D*Opmco w0 QOO m O c7 0a) �<rmpmmOZz z O m m D *z m Cl) Om xr � z — �00�mm m m � 0 O z m y zm z0(n0 0 -< = C z �D 0 w m m cn z m�O�Dcn mz cn0 O o O G7 m > m� G7 0�� r(nC7 m r DO 0 Z m� 0D z Dzz p Z m Om �Dp DD=D0 Cl) m m m m cn 0 D O 0z = D < mD mm D < - m D Z7 C0 - �JZD�zcnDr� D m r 0= * � D 0 z z m O -i 0 m� m0 m z mcn r z O 0 <= y f m z m p Cn r Q D z � O z m m = m � G 7 0 m m G) G) Z 7 m D m 0 r 0 D m Cl) 0 m m m n 0 y m m D o p O m O = 0 --Ti O= O = m c � c� o m m w D m n 0 C 22 p 0 � w zD C-)=- =mzz- D -< � m n �= W m m= o m OGOmm�r 0-1 0r � D m -ir zG)z0m c=zz cn O -i w �m = cD m DO m =m m=p m m m *� 0mcnmm�mpp0 m = 0 m o m m 0m z o 00 m DO�rmz 00 D 0 p m p o 0 CJr-Xz * W m m 0 O c) D m0 r DcnO z z =z mD=�ywm��J= m p m = o vziz wc�i, 0 0� m r�OmD� T m m = 0 Z . m r D O r cn Z7 cn D . C') m z 0 -< m o0 C D Cn D m z b *= Zc Cn pC m m 0 Dm mrrz<DOpzr � � = G7 p D G7 z m cny0m O m � n cn z r cn m D cn O O O m m D cn G) = C D u z0 �mD<c0nc-0*<W = m z � D =� m 0 0 C�Dp�c m � c� � - O C O< D �� D z � 0 r cn m 0 70 = D * r z m� x p D m C= 0=mr=DmDrD Cl) m m <p m � � � cn G)0� z -i Z � Oz -i z� m D p D < if = z 0 C- X 0-u m E o = -i y m= m z _m * z0 m aim oroC)mCnr�7m mm m = -i O zm n D =rmmcn0 z cn = = m0 DOcn W O� �r z z * m * m m �0=m G) = m O r D D O o 0 m r G7 D -i D � O W D D D 0 m O < Efm �u = � O m 0Cn -< m O O�rG) = u) � O r m 0m 70 D O 0 D m � � -< m m m= z m 1 m 0 70 m w Cl) 0 a pp O m m x U) z G) w c Cn = m X z G) m z m wocm m m x z 0 0 m O 0 = O C m m m m X X Cl) Fn i -i IE z G) G) m D 0 Cl) G) m m = O D� < m G7 m O z m x z G) w O C r- 0 0 m ;;u D r m x z 0 m r- > D G) C/) O Z m m X z G) C-) O Z: n 70 m m m m m m m m m m m m m m m m m m m m m m m m x x x x x x x x x xxxxxxxxxxxxx Fn Fn (n �/5 Fn Ff 5 Fn �n- Fn cn cn Cn ccn cccccn cn cn cn z z z z z z z z z z z z z z z z z z z z z z G) G) G) G) G) G) G) G) G7 O O G7 G7 G7 G7 G7 G7 O O G7 O G7 m � � n 0 c cn r G) -0 O = 00cnm=�m0�m0�� OOzmz�w �m�N* m 0 m w r 00 z m G) G7 z = D m W z z 0 m 0 x = m m - =3 con -� CP (D O 6)03 cn Cn (D C� CQ m -< O O D x m C 0 m=� D m O p m ITi r V J ( -0 0 c < 0 C C Z7 m O m �J O O z m 0 r Z = O m D r X D Z � Cn C-) r m r r n 0 m Cl) z m p = Or o W n— m m 0 m W -< z m m 0 > D Cl) m �zQ (n Cn Cn Cn Cn Cn Cn (n aX� m X � m 0 m > Cn m m goz m m O m C7 r D 0 C-) U z 0 0 O � r -< 0 nmo 0 0 0 0 0 0 0 0 >� _(_ D m p W w W< w- - C � D O z z I I I I I I I I I I I I (2 III I D I 0 N 0 * � C, ,�� a 0 0 c rt 9I-r,v% 0 � N W G, m m D O D E:: � Z 0 0 m D II II II II II II II II II II m rmmm-70r -0 r-= D 0= r �r=w� O T= m O O 0� m _ O_ O p�� � m= w p m C) p *� O m � D r p m O m z� C p m= O D Z: z M m O 0 --- O= r m m z m= * r r r Cn C r0 Z7 O > C r C -j z W � m -0 O O O z z ` , 00 z m G) 0 m ti w OO O C9 O (n cn O rr 1X r, I sp ,00 I0 r -u -0 -u -0 -0 -0 -0 -0 m m O cO� C 0o �< c Cp < O CO O L rI 0 U x 90 0 m -0 O -1 -0 0 z a) ` , m m z m G) 0 m CD O O O D 0 0 0 0 0 0 0 0 m C:) =3 con -� CP (D O 6)03 cn Cn (D C� CQ ona W Cp C� (.Q m f 0 z p m - V J ( -0 0 c r -n o©Z3 O O G)z O m = O m �r z m Cl) Z -i z m p Cn o W n— O Cl) C) Cl) � D Cl) m �zQ (n Cn Cn Cn Cn Cn Cn (n aX� m n mm m m goz m m O m m C) 0 C-) U z 0 0 O 0 o -< 0 nmo 0 0 0 0 0 0 0 0 >� _(_ D m Z W w W< w- - C � D O z C D O O T = /u D m � � -D-I � O r- -i 0 m D G7 D z 0 0 0 T� 1." = � 0D m m m m -i r m � E m 7 D A SX -< r 70 E m D r 1 E� D� m p 0 D m 0 0 Fqg� N3 -i z Cnr = G) I E OI � m 0 m m � ; -u C C m O D C z m � � z C O D ncDnDCn�m=� m m o O 7 z Q N 0 Z D X E = , r w cnr-- D = cn Z r m D m m w- JO � z oN O r O r m r r Z7 0 0 m 7 C/)m m c5 -< D C < m M () m Z: G) n m m o MK C) I a ? (1) Q w Q z cn (D L ° x(D (n _ _ C (n z D = c s (D D � cQ Z3 D CT QJ - o 00 E (D -u -0 -u -0 -0 -0 -0 -0 m m O cO� C 0o �< c Cp < O CO O L rI 0 U x 90 0 m -0 O -1 -0 0 -u O O G] n o z m G) 0 m CD O O O D 0 0 0 0 0 0 0 0 m C:) =3 con -� CP (D O 6)03 cn Cn (D C� CQ ona W Cp C� (.Q m f 0 z p m - V J D n r -n m O O O O m = O m �r z m Cl) Z -i z m p Cn o W n— O Cl) C) Cl) � D Cl) m z (n Cn Cn Cn Cn Cn Cn (n m m m m m m m goz m m O m m C) 0 C-) U z 0 0 O 0 o -< 0 0 0 0 0 0 0 0 0 0 -) O D m = W w W< w- - C � D O z C D O O T = /u D m � � -D-I � O r- -i 0 m D G7 D z 0 0 0 D n = D= m m m m m -i r m � E m 7 D A SX -< r 70 E m D r 1 E� m p 0 D m 0 0 m -i z 0 = G) I E OI � m 0 m m � ; -u C C m O D C z m � � z D ncDnDCn�m=� * Dw Z Q N 0 Z D X E = , A -u -u -u -0 -u -0 -0 -0 -0 -0 Cl) m -0 cO� C 0o �< c o� � �� -q �� NCD CD6 Wow I L rI D I \' � : 0 O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 I I =3 con -� CP (D O 6)03 cn Cn (D C� CQ ona W Cp C� (.Q o')Q< s IV - Cl) � c,�- n � v O m z V J O O O O O O O O O O EE:: O O 0 0 0 0 0 0 0 0 Cf) Cn Cn Cn Cn Cn Cl) Cl) Cl) Cl) 0 Cl) Cl) (n Cn Cn Cn Cn Cn Cn (n m m m m m m m m m m m m m m m m m m m m 0 0 0 U U 0 0 0 0 0 -< 0 0 0 0 0 0 0 0 0 0 -) O U) m = W w W< w- - C fll ca- D z C D O O T = m � m � � -D-I � z r- -i 0 m D G7 D z 0 0 0 D n = D= W m m m m -i r m � r m D m m m 7 D z -< 70 70 m m D r 1 E� m p 0 D m 0 0 m -i z 0 = = -i G) � � < 0 m m � ; -u C C m O D C 70 m � � z D ncDnDCn�m=� * Dw Z Q N m D X m = = m m D z z r w cnr-- D = cn m D m m z oN O r O r m r r Z7 0 0 m m C/)m m -< D < Z: G) n m m --- wp - G) OCD �Cu (.00cn0 oC) o= 00CPCn oM ONO wren Ong cnm wwC/) O� O p DOD cn �cn -0 I I I 1 cO� C 0o �< c o� � �� -q �� NCD CD6 Wow I L rI D I \' � : 0 mo � CO CD r- (v WCD -U= W ill �,o a iv 0 W Q cD oo c n1 A Q m ----J COcO m E3 CO v C ;=p O `� < D /� - -� I I cO0�Irr ov �CD m wp - G) OCD �Cu (.00cn0 oC) o= 00CPCn oM ONO wren Ong cnm wwC/) O� O p DOD cn �cn -0 � 1 cO� C 0o �< c o� � �� -q �� NCD CD6 Wow m �m rI D I \' � : 0 mo � CO CD r- (v WCD -U= W ill �,o a iv 0 W Q cD oo c n1 A Q m w� 0 -0 O = COcO m E3 CO v C ;=p O `� < D /� - -� Co N Cn — � CD O v m o =3 con -� CP (D O 6)03 cn Cn (D C� CQ ona W Cp C� (.Q o')Q< s IV - Cl) � c,�- n � v O m z V J W- � r , - � Om 000* O 00 n)- _ o O� E5- �O� CD OO n) 2p�90 cnwo0 �� 00cD I'•I••I = D 3. co O CQ _o_ o cn O O cn n w0= ID O (n O W CD Cf)O W O N i= W CO v Cb Cp O CO �1 Cb Cp O 00 W 00 Cl) O O D (n W C C O Q O Cn �-O I -j 0 00 = IV Cl)= 8 O-) IV W _ O) N O N W "r'). 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Cal CD r -r < wMr, C/, IL6 t, lsi. 7rl M m s^f 00 r ..i I :�70 m O m I Cn O V OMO a y CD V n O N O O Aspen Valley Hospital Master Facilities Plan Update 2008 May 8, 2008 Key MFP Objectives •Contemporary standards of design and function •20-year minimum life (time horizon) •Cost and space efficiency •Good neighbor –Traffic –Noise/light mitigation –View corridors –Architectural integration into the surroundings Key MFP Objectives •Energy efficient and environmentally sensitive –Best use of natural light, views and topography –Sustainable and reusable materials –LEED standards for design and construction •Enable efficient and accessible quality healthcare –Co-location of professional services –Access/parking accommodations –Patient flow and zoning –Privacy Design Team Efforts •Conceptual plans •Staff and physician input •Functionality based on defined needs •Space functionality and adjacencies •Minimal disruption of services –Phased construction –Patient safety and infection control •Cost efficiency and predictability Board Approval •Long term •Phased construction •$100 million target –Continuous reassessment necessary –Unpredictable cost escalations –Time horizon Community Advisory Committee •To provide feedback on impact and benefits •Diverse cross-section of community members •Review and comments at various phases •13 meetings during past two years Neighborhood Meetings •To provide an overview of the plan and elicit feedback and questions •Positive and constructive comments •Meadowood, Castle/Maroon •Senior Center, Whitcomb Terrace, H & HS •Twin Ridge, Castle Ridge, Water Place, Mountain Oaks Other Communications •Additional meetings with community groups •Project description/updates at www.avhaspen.org •Medicine in the Mountains •Articles in AVH publications •Media interactions/press coverage Russ Sedmak HEERY Design Aspen Valley Hospital Heery-HLM Design 10-Jan-06 Proposed Space Program Department Existing Proposed Deficiency Area Description NSF NSF_________________ NSF___________ Inpatient Areas 11040 16508 5468 Intensive Care 944 2730 1786 Labor and Delivery 2873 8093 5220 Diagnostic & Treatment Areas 9286 17135 7849 Central Sterile 1049 1605 556 Central Supply 2366 3432 1066 Emergency Department 4563 7763 3200 Imaging Department 4804 5252 447 Breast Center (new program) 2085 2085 Cardiopulmonary 800 3744 2944 Physical Therapy 2728 7175 4447 Pharmacy 576 1024 448 Cardiac Rehab 650 4427 3777 Medical Records 1781 1565 216 Medical Information Systems 1326 2168 842 Outpatient Clinics 3081 3081 Oncology Clinic 2405 2405 Cardiology Clinic 798 1117 319 Occupational Health 799 799 Nuclear Medicine 300 889 589 Laboratory 2797 5600 2803 Food Service/Dietary 3208 4761 1553 Physician Sleep 378 544 166 Lobby/Circulation 1920 3616 1696 _________________________________________________________________________________________ TOTAL 54,187 107,517 53,329 _________________________________________________________________________________________ Inpatient Areas – Patient Care Units – 27 beds; Intensive Care Units – 4 beds; Labor & Delivery Units – 5 LDR beds, 4 Post-Partum beds Inpatient & Outpatient Surgery – 5 Operating Rooms New Breast Center New Outpatient Clinic New Oncology Clinic New Occupational Health Clinic AVH Emergency Department– Existing Space Contemporary ER Space Deficit AVH Emergency Department– Existing Space AVH Operating Room – Existing Space Contemporary OR Space Deficit AVH Patient Care Unit – Existing Space New PCU Rooms at AVH – Contemporary Standard Space Deficit AVH Toilet Room – Existing Space Contemporary Standard – ADA Accessible Space Deficit LEED Gold Hospital by Design Medical Center of the Rockies Medical Center of the Rockies From Primrose Meadow From Heather Lane From 174 Larkspur o a spu Medical Center of the Rockies