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HomeMy WebLinkAboutB17-0340_L-000_1507837309.pdfLANDSCAPE SYMBOLS LEGEND ? ? ? SECTION REFERENCE EXTERIOR ELEVATION REFERENCE DIMENSION LINE CENTERLINE 8'-2" NORTH ARROW 0' 10' 20' 40' 80' GRAPHIC SCALE ? ? ? REVISION CLOUD AND TAG NOTE AND LEADER CALLOUT DETAIL CALLOUT ? ? ? ? ? ? ? ? ? DETAIL NUMBERING BATTLESHIP GRID ORDER A B C D E 1 2 3 4 5 6 HATCHED DETAIL LOCATION WOULD BE NUMBERED "A2" ON THE DETAIL SHEET ℄ GORE CREEK PROJECT SITE I - 70 W MEADOW DR S FRONTAGE RD FOREST RD ABBREVIATIONS AND SYMBOLS KEY NAME NOTE: FOR ADDITIONAL ABBREVIATIONS; REFER TO SPECIFICATION 01 4200 FOR COMPLETE INDUSTRY STANDARD ABBREVIATION LIST A ADD ADDENDUM ALT ALTERNATE APPROX APPROXIMATE(LY) ARCH ARCHITECT or ARCHITECTURAL ASI ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS B BLDG BUILDING C CD CONSTRUCTION DOCUMENTS or CONTRACT DOCUMENTS CJ CONSTRUCTION JOINT or CONTROL JOINT CLR CLEAR CMU CONCRETE MASONRY UNIT D DEMO DEMOLISH or DEMOLITION DIA DIAMETER DIM DIMENSION or DIMENSIONAL E EA EACH EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRIC(AL) EOC EDGE OF CONCRETE EQ EQUAL F FDC FIRE DEPARTMENT CONNECTION FFE FINISH FLOOR ELEVATION G GA GAUGE GALV GALVANIZED H HB HOSE BIBB HORIZ HORIZONTAL HT HEIGHT I IBC INTERNATIONAL BUILDING CODE J JT JOINT L LOW APPROXIMATE LIMITS OF WORK M MAX MAXIMUM MECH MECHANICAL MEP MECHANICAL, ELECTRICAL and PLUMBING MIN MINIMUM MISC MISCELLANEOUS N NA NOT APPLICABLE NIC NOT IN CONTRACT NTS NOT TO SCALE O O.C. ON-CENTER P PL PROPERTY LINE POB POINT OF BEGINNING POC POINT OF CURVATURE PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POST-TENSIONED SLAB Q QTY QUANTITY R R RADIUS RD ROOF DRAIN RE REFER TO or REFERENCE REV REVISE, REVISED or REVISION ROW RIGHT-OF-WAY S SAN SANITARY SF SQUARE FOOT (FEET) SHT SHEET SIM SIMILAR SPEC SPECIFICATION(S) SQ SQUARE T TOC TOP BACK OF CURB TOW TOP OF WALL TYP TYPICAL STANDARD ABBREVIATIONS COMMENTS Not To Scale 1 VICINITY MAP NORTH 1. THE DEMOLITION PLAN IS BASED ON EXISTING CONDITION SITE INFORMATION OBTAINED FROM THE OWNER. DAVIS PARTNERSHIP HAS NOT FIELD VERIFIED EXISTING CONDITIONS. REMOVAL ITEMS SHOWN ARE BASED ON BEST AVAILABLE INFORMATION AND ARE SHOWN SCHEMATICALLY. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID TO BE FULLY FAMILIAR WITH THE EXTENT OF THE REMOVAL ITEMS. THE CONTRACTOR IS RESPONSIBLE FOR ALL REMOVALS NECESSARY TO COMPLETE CONSTRUCTION. QUESTIONS REGARDING ITEMS TO BE REMOVED SHALL BE DIRECTED TO DAVIS PARTNERSHIP PRIOR TO DEMOLITION ACTIVITIES. 2. CAREFULLY PRESERVE AND MAINTAIN EXISTING BENCHMARKS, HORIZONTAL/VERTICAL CONTROL MONUMENTS, PROPERTY LINE PIPES AND PINS AND OTHER REFERENCE POINTS. CONTRACTOR TO RESTORE OR REPLACE AT OWN EXPENSE. 3. ONSITE BLASTING AND BURNING IS NOT ALLOWED. EMPLOY JACK HAMMERING AND OTHER LOUD NOISES AND METHODS SPARINGLY AND ONLY DURING TIME PERIODS APPROVE BY OWNER. 4. CONTRACTOR SHALL ARRANGE FOR DISPOSITION OF REMOVAL ITEMS IN ACCORDANCE WITH LOCAL REQUIREMENTS. LOCATION OF DUMP, LENGTH OF HAUL, AND DISPOSAL EXPENSES ARE CONTRACTOR'S RESPONSIBILITY. 5. MATERIALS ENCOUNTERED THAT ARE SUSPECTED OF CONTAINING HAZARDOUS MATERIALS SHALL NOT BE DISTURBED. CONTACT ARCHITECT OR OWNER IMMEDIATELY. 6. SALVAGED ITEMS ARE TO BE CLEANED, PACKED OR CRATED IN CLEARLY IDENTIFIED CONTAINERS, AND STORED IN A SECURE AREA UNTIL DELIVERED TO OWNER. CONTRACTOR TO PROTECT ITEMS FROM DAMAGE DURING TRANSPORT AND STORAGE. 7. THE CONTRACTOR SHALL CONTACT OWNER TO ARRANGE THE STORAGE OF ANY REMOVED SIGNS, LIGHTING, OR OTHER OBJECTS THAT ARE IDENTIFIED ON THE PLAN AS BEING RETURNED TO OWNER. 8. REFER TO THE CIVIL DRAWINGS FOR UTILITY DEMOLITION INFORMATION. 9. ALL EXISTING PLANTS TO REMAIN ARE TO BE PROTECTED FROM DAMAGE BY CONSTRUCTION OPERATIONS. DO NOT OPERATE EQUIPMENT, STORE, STOCKPILE, OR PARK WITHIN DRIP LINE OF PLANTS. REMOVE SOD OVER PROMINENT ROOTS BY HAND TO MINIMIZE DAMAGE TO ROOT SYSTEM. CONTRACTOR IS RESPONSIBLE FOR HEALTH AND LIFE OF ALL PLANTS TO REMAIN OR BE RELOCATED THROUGHOUT CONSTRUCTION AND WARRANTY PERIOD. 10. THE CONTRACTOR SHALL LOCATE AND PROTECT EXISTING IRRIGATION MAINLINE PRIOR TO DEMOLITION ACTIVITIES. IRRIGATION TO EXISTING LANDSCAPE AREAS SHALL BE PROTECTED AND MAINTAINED DURING CONSTRUCTION. 11. MINIMIZE DISTURBANCE IN CONSTRUCTION STAGING AREAS. REPLACE/RESTORE ALL LANDSCAPE, HARDSCAPE, IRRIGATION, LIGHTING, ETC. WHICH IS DISTURBED BY CONSTRUCTION. 12. CONTRACTOR TO CONDUCT SELECTIVE DEMOLITION AND DEBRIS-REMOVAL OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, WALKWAYS, AND OTHER ADJACENT OCCUPIED AND USED FACILITIES. 13. CONTRACTOR TO PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTIONS REQUIRED TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AND FACILITIES TO REMAIN. 14. CONTRACTOR SHALL NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON-SITE. CONTRACTOR TO REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS. 15. CONTRACTOR TO COMPLY WITH ALL APPLICABLE LAWS FOR MATERIALS TRANSPORTATION DURING ONSITE AND OFFSITE HAULING. 16. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED BY SELECTIVE DEMOLITION OPERATIONS. RETURN ADJACENT AREAS TO EXISTING CONDITION BEFORE SELECTIVE DEMOLITION OPERATIONS BEGAN. 17. THE LIMITS OF WORK DESCRIBED IN THE DRAWINGS ARE APPROXIMATE. WORK REQUIRED OUTSIDE THESE LIMITS WHICH IS NEEDED TO MEET THE INTENT OF THE DRAWING IS THE RESPONSIBILITY OF THE CONTRACTOR. SELECTIVE DEMOLITION NOTES 1. THE SURVEY FOR THIS WORK HAS BEEN PROVIDED BY THE OWNER FOR USE IN THE DESIGN AND CONSTRUCTION OF THE PROJECT. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF THIS SURVEY. 2. THE LANDSCAPE DRAWING SERIES (L-SHEETS) SHALL BE USED IN CONJUNCTION WITH THE CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS TO PROVIDE COMPLETE INFORMATION REGARDING SITEWORK. 3. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE EXISTING SITE CONDITIONS PRIOR TO COMMENCING ANY WORK. INSPECT EXISTING SITE CONDITIONS AFFECTING WORK FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS. PRIOR TO COMMENCING LANDSCAPE WORK ADVISE THE PROJECT LANDSCAPE ARCHITECT OF ANY INCONSISTENCIES WITH SAID CONDITIONS FOR RESOLUTION. 4. COORDINATE LANDSCAPE WORK WITH OTHER CONSTRUCTION TO ENSURE PROPER SEQUENCING OF WORK, TO MINIMIZE CONFLICTS, AND TO PROTECT IN-PLACE WORK FROM DAMAGE. 5. MINIMIZE DISTURBANCE OUTSIDE APPROXIMATE LIMITS OF WORK. DAMAGED WORK SHALL BE REPLACED OR REPAIRED BY THE CONTRACTOR, TO A LIKE NEW CONDITION, AT NO ADDITIONAL COST TO THE OWNER. 6. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION AND DEPTH OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION. 7. THE CONTRACTOR MUST COORDINATE UTILITY CAPPING OR ABANDONMENT WITH THE UTILITY COMPANY AND OWNER. 8. THE CONTRACTOR IS RESPONSIBLE FOR MEETING ALL APPLICABLE EROSION CONTROL STANDARDS. 9. EXISTING AND NEW UTILITIES SHOWN FOR REFERENCE ONLY. REFER TO CIVIL FOR UTILITY PLANS. 10. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING IRRIGATION WATER SOURCE, ZONES, CONTROLS, COVERAGE, ETC. TO ENSURE THAT CONSTRUCTION DOES NOT IMPACT IRRIGATED LANDSCAPE AREAS THAT ARE TO REMAIN. ALL IRRIGATION AND LANDSCAPE DISTURBED BY THE WORK OF THIS PROJECT ARE TO BE RESTORED TO A LIKE NEW CONDITION ACCEPTABLE TO THE OWNER AND ARCHITECT. 11. EXCAVATION AND OTHER GROUND DISTURBANCE IS NOT ALLOWED WITHIN THE DRIP-LINE OF TREES TO REMAIN UNLESS SPECIFICALLY NOTED. CONTRACTOR SHALL PROTECT TREES TO REMAIN WITH FENCE. 12. ANY MISCELLANEOUS ITEMS OR MATERIALS NOT SPECIFICALLY NOTED, BUT REQUIRED FOR THE PROPER EXECUTION, INSTALLATION, OR PERFORMANCE OF THE WORK, SHALL BE PROVIDED BY THE CONTRACTOR. 13. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED EACH DAY AND THE SITE SHALL BE MAINTAINED IN A NEAT, CLEAN CONDITION. THE CONTRACTOR IS RESPONSIBLE FOR ALL PHASES OF SECURING, HANDLING, TRANSPORTATION, AND DISPOSAL OF DEBRIS. 14. CONTRACTOR SHALL PROVIDE PROTECTION FOR NEWLY INSTALLED WORK AND FINISHES. 15. THE LIMITS OF WORK DESCRIBED IN THE DRAWINGS ARE APPROXIMATE. WORK REQUIRED OUTSIDE THESE LIMITS WHICH IS NEEDED TO MEET THE INTENT OF THE DRAWING IS THE RESPONSIBILITY OF THE CONTRACTOR. 16. SEALED EXPANSION JOINTS SHALL BE INSTALLED WHERE NEW CONCRETE PAVING MEETS EXISTING PAVING, BUILDING WALL, SITE WALLS, COLORED CONCRETE, AND WHERE NOTED ON PLAN. 17. ALL CONNECTIONS TO EXISTING WORK SHALL BE SMOOTH AND CONTINUOUS, AND MAINTAIN POSITIVE DRAINAGE, RE: CIVIL. 18. DIMENSIONS ARE FROM BACK OF CURB (BOC) UNLESS OTHERWISE NOTED. 19. ALL CONTROL JOINTS ARE TO BE SAW CUT. 20. SCORE JOINTS IN SIDEWALKS SHALL BE LOCATED AT CRITICAL POINTS AND SPACED EVENLY BETWEEN THOSE CRITICAL POINTS AS SHOWN ON THE PLAN. 21. ALL RAMPS SHALL BE STIFF BROOM FINISHED PERPENDICULAR TO PEDESTRIAN FLOW. 22. 1:12 MAXIMUM SLOPE ON ALL HANDICAP RAMPS. 23. ALL CONCRETE IS STANDARD GRAY WITH A MEDIUM BROOM FINISH, UNLESS OTHERWISE NOTED. 24. POINTS OF TANGENCY FOR ALL RADII TO BE SMOOTH AND CONTINUOUS, FIELD ADJUST IF NECESSARY. 25. REFER TO CIVIL AND GEOTECHNICAL REPORT FOR ASPHALT AND CONCRETE PAVING THICKNESS. 26. ALL SIDEWALK RADII ARE 5.00' UNLESS OTHERWISE NOTED ON THE PLAN. 27. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE SPECIFICATIONS AND DETAILS. HORIZONTAL CONTROL FOR EACH FIXTURE IS LOCATED ON L-SHEETS. REFER TO CIVIL DRAWINGS FOR VERTICAL CONTROL OF EACH FIXTURE 28. BIKE RACKS AND BOLLARDS SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR. OTHER SITE FURNISHINGS (BENCHES, TRASH/ASH RECEPTACLES, ETC.) WILL BE PROVIDED AND INSTALLED BY OWNER AND ARE SHOWN ON THESE SHEETS FOR THEIR REFERENCE. LAYOUT AND MATERIAL NOTES PLANTING NOTES 1. THIS PLAN DESCRIBES THE LANDSCAPE PORTION OF THE PROJECT ONLY. SEE OTHER SHEETS FOR SITE IMPROVEMENT INFORMATION. 2. THE CONTRACTOR SHALL LOCATE AND VERIFY THE EXISTENCE OF ALL UTILITIES PRIOR TO STARTING WORK. THE CONTRACTOR SHALL CONTACT THE UTILITIES NOTIFICATION CENTER OF COLORADO (UNCC) AND ANY LOCAL UTILITIES NOT IN THE UNCC SYSTEM AT LEAST 48 HOURS BEFORE ANY EXCAVATION OR CONSTRUCTION TO REQUEST EXACT FIELD LOCATIONS OF ALL UTILITIES. 3. MINIMIZE DISTURBANCE OUTSIDE SCOPE OF WORK . ANY DAMAGE OUTSIDE SCOPE OF WORK INCURRED DURING CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR TO LIKE NEW CONDITION. 4. CONTRACTOR SHALL MAINTAIN IRRIGATION TO EXISTING SOD AND OTHER PLANT MATERIAL TO REMAIN. 5. CONTRACTOR SHALL SUBMIT IRRIGATION DESIGN BUILD SHOP DRAWINGS FOR ARCHITECT'S REVIEW AND APPROVAL PRIOR TO INSTALLING IRRIGATION SYSTEM. THE IRRIGATION SYSTEM DESIGN WILL CONSIST OF DRIP IRRIGATION IN ALL PLANTING BEDS AND PLANTER POTS, UNLESS SPECIFIED OTHERWISE. ALL SOD AND NATIVE SEED AREAS SHALL BE IRRIGATED WITH POP-UP OR SPRAY HEADS. ANY INSTALLED ITEMS PRIOR TO IRRIGATION SHOP DRAWING APPROVAL MAY REQUIRE REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE. 6. THE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIALS IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON ALL PLANTING PLANS. SHOULD DISCREPANCIES EXIST BETWEEN THE QUANTITIES OR S.F. AREAS PROVIDED IN THE LABEL AND THOSE DRAWN ON THE PLAN, THE PLAN SHALL GOVERN. 7. ALL MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE CURRENT AMERICAN STANDARD FOR NURSERY STOCK, PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, AND THE COLORADO NURSERY ACT, OR EQUIVALENT. 8. NO PLANT SHALL BE INSTALLED BEFORE ROUGH GRADING HAS BEEN FINISHED AND APPROVED BY THE PROJECT LANDSCAPE ARCHITECT, OR EQUAL. 9. ALL PLANTS SHALL HAVE THE SAME RELATIONSHIP TO FINISHED GRADE AS THE PLANT'S ORIGINAL GRADE BEFORE DIGGING, UNLESS OTHERWISE SPECIFIED OR DETAILED. 10. ALL PLANTS SHALL BE BALLED AND WRAPPED OR CONTAINER GROWN AS SPECIFIED. NO CONTAINER GROWN STOCK WILL BE ACCEPTED IF IT IS ROOT BOUND. ALL ROOT WRAPPING MATERIAL SHALL BE REMOVED COMPLETELY AT TIME OF PLANTING. 11. WITH CONTAINER GROWN STOCK, THE CONTAINER SHALL BE REMOVED AND THE CONTAINER BALL SHALL BE CUT THROUGH THE SURFACE IN AT LEAST TWO VERTICAL LOCATIONS. 12. ALL TREES SHALL BE REVIEWED AND APPROVED AT NURSERIES BY THE PROJECT LANDSCAPE ARCHITECT. CONTRACTOR SHALL PROVIDE A MAXIMUM OF 2 NURSERIES WHERE A SELECTION OF PLANT MATERIAL IS AVAILABLE TO CHOOSE FROM. CONTRACTOR SHALL VISUALLY INSPECT AND TAG THE BEST SPECIMENS OF PLANT MATERIAL PRIOR TO LANDSCAPE ARCHITECT REVIEW AND APPROVAL. 13. THE DAY PRIOR TO PLANTING, THE LOCATION OF ALL TREES SHALL BE STAKED AND SHRUBS LOCATED, STILL IN CONTAINERS, PER PLAN LAYOUT FOR APPROVAL BY THE PROJECT LANDSCAPE ARCHITECT. NOTIFY LANDSCAPE ARCHITECT ONE WEEK PRIOR TO DATE OF SITE VISIT. 14. CONTRACTOR SHALL HAVE EXISTING AND NEW UTILITY LOCATIONS MARKED, FOR REFERENCE, DURING APPROVAL OF FINAL TREE PLANTING LAYOUT. 15. DO NOT PLANT TREES WITHIN 10 FEET OF CENTERLINE OF UTILITIES OR WITHIN WATER EASEMENTS. 16. REFER TO THE DETAILS AND THE CONTRACT SPECIFICATIONS FOR REQUIRED PLANTING METHODS, SOIL PREPARATION, AND OTHER INFORMATION REGARDING PLANTING. 17. ALL PLANTS AND STAKES SHALL BE SET PLUMB, WITH THE GREEN SIDE UP, UNLESS OTHERWISE SPECIFIED. LANDSCAPE CONTRACTOR SHALL PROVIDE DONUTS FOR ALL ATTENDEES OF THE LANDSCAPE PRE-CONSTRUCTION MEETING UNLESS NOTIFICATION OF READING THIS NOTE IS SENT TO PROJECT LANDSCAPE ARCHITECT. 18. CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING NECESSARY FOR INITIAL ESTABLISHMENT OF LANDSCAPE. ALL PLANTS SHALL BE WATERED THOROUGHLY TWICE DURING THE FIRST 24-HOUR PERIOD AFTER PLANTING. ALL PLANTS SHALL THEN BE WATERED WEEKLY OR MORE OFTEN, IF NECESSARY, DURING THE FIRST GROWING SEASON. CONTRACTOR SHALL ALSO BE REQUIRED TO MAINTAIN LANDSCAPE THROUGH SUBSTANTIAL COMPLETION AND FOR 1 YEAR AFTER SUBSTANTIAL COMPLETION. MAINTENANCE SHALL INCLUDE (BUT IS NOT LIMITED TO) WATERING, MOWING, PRUNING, AND WEEDING. 19. THE LANDSCAPE CONTRACTOR SHALL REFER TO SPECIFICATIONS FOR SEASONAL REQUIREMENTS AND OTHER RESTRICTIONS RELATED TO THE TIME OF PLANTING. 20. PLANT MATERIAL SHALL NOT BE PRUNED UNLESS OTHERWISE INDICATED IN PLANTING SCHEDULE. 21. ALL PLANTING AREAS TO BE COVERED 4" DEEP WITH A MIXTURE OF 1-1/2" SMOOTH LOCAL RIVER STONE MULCH, BEIGE IN COLOR, PLACE OVER WEED CONTROL FABRIC, UNLESS OTHERWISE NOTED. 22. AREAS TO RECEIVE LANDSCAPE SHALL BE TILLED TO A DEPTH OF 12-INCHES. THEN APPLY SPECIFIED SOIL AMENDMENT OVER SURFACE AT A RATE OF FOUR CUBIC YARDS PER THOUSAND SQUARE FEET. TILL AREAS AGAIN TO A MINIMUM DEPTH OF 8- INCHES. 23. FINISH GRADES IN PLANTING AREAS SHALL BE SET TO INCLUDE THE APPLICATION OF TOPSOIL IN MEETING SPOT ELEVATIONS ON CONTOURS SHOWN ON PLANS. SLOPES SHALL BE SMOOTH AND WORKED. SOIL SHALL NOT BE LEFT IN CLUMP FORM. HOLD FINISHED GRADE OF MULCH A MINIMUM OF 4" BELOW EDGE OF WALK, EDGING, OR CURB. 24. PROVIDE AT LEAST (2) 4" DIAMETER SCHEDULE 40 PVC SLEEVES UNDER ALL WALKS AND DRIVES FOR IRRIGATION PIPING AND WIRING, PRIOR TO INSTALLATION OF WALKS AND DRIVES. SITE CONTRACTOR SHALL COORDINATE INSTALLATION OF SLEEVES WITH LANDSCAPE CONTRACTOR. REFER TO APPROVED IRRIGATION PLANS FOR LOCATIONS WHERE SLEEVES ARE REQUIRED. 25. STEEL EDGER WITH A ROLLED TOP SHALL SEPARATE ALL SODDED AREAS, BED AREAS, MINERAL MULCH AREAS, NATIVE SEED AREAS, AND AREAS OF POLYMER BOUND AGGREGATE SURFACES. 26. ANY PLANT SPECIES SUBSTITUTIONS MUST BE APPROVED BY THE PROJECT LANDSCAPE ARCHITECT AND THE JURISDICTION HAVING AUTHORITY PRIOR TO INSTALLATION. 27. TRANSPLANTED TREES SHALL HAVE THE SAME ASPECT IN FINAL LOCATION (I.E. EXISTING NORTH ASPECT SHALL FACE NORTH IN FINAL LOCATION). 1 A B C D E 2 3 4 5 6 A B C D E 1 2 3 4 5 6 VAIL VALLEY MEDICAL CENTER 180 S. Frontage Road W. Vail, CO 81657 Issuance Date 2901 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Denver DPA Project: Sheet Number: COPYRIGHT 2017 - DAVIS PARTNERSHIP, P.C. Sheet Title: Revisions Date No. Sheet Information Project Information Consultant 15924.00 06/30/17 PERMIT EAST WING ENABLING L-000 10/12/17