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Home My WebLink AboutARB202100006 Plan - Approved 2021-04-20Y At At ZWF- i—Irk CHARLOTTESVILLE, VIRGINIA At At •L An AMR M lial II li I:I, III•' � I �II�I •',b I il. I I I ��: ri IIII i n'�I: I ua°.otl I I.: II I .. � :II li II ': i.: ♦: :I I I _I:I . rl I lil I PROPERTY INFORMATION OWNER: CHARLOTTESVILLE-ALBEMARLE AIRPORT AUTHORITY MELINDA CRAWFORD, EXECUTIVE DIRECTOR ADDRESS: 100 BOWEN LOOP, SUITE 200 CHARLOTTESVILLE,°VIRGINIA 22911 PHONE: 434-973-8342 ZONING: RA, LI, EC, ALA, MANAGED STEEP SLOPES TAX MAP NO.: 32 PARCEL NO.: 10 SITE PLAN`NOTE ALBEMARLE COUNTY REQUIREMENT: AN APPLICATION FOR MINOR SITE PLAN AMENDMENT IS REQUIRED FOR THE AIRPORTS SITE PLAN ON -FILE AT THE COUNT(. THE AMENDMENT WILL ADDRESS SITE DEVELOPMENT PLAN SDP-2014-00019. BUILDING.CODE DATA APPLICABLE CODE: 2015 VIRGINIA UNIFORM STATEWIDE BUILDING CODE u ilo. n II II �� n �. II 1, r.iul II IIII) Its I;�I dlldi li �:u,l:l, II a II :ul ul it II !i'� ji I: I i II I ::u,,a1 I I' �:u ! 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TITLE C1 COVER SHEET C2 GENERAL LAYOUT & NOTES C3 SITE PLAN El NORTH AND SOUTH ELEVATORS PARTIAL PLAN - LIGHTING PHOTOMETRICS E2 PARTIAL SITE PLAN - PHOTOMETRICS E3 DETAILS L1 LANDSCAPE PLAN L2 LANDSCAPE DETAIL Al ARCHITECTURAL: SITE PLAN - OPTION B A2 ARCHITECTURAL: LEVEL 2 - OPTION B A3 ARCHITECTURAL: LEVEL 1 - OPTION B A4 ARCHITECTURAL: ELEVATIONS - OPTION B A5 ARCHITECTURAL: SECTIONS -OPTION B A6 ARCHITECTURAL: CEILING PLAN - OPTION B A7 ARCHITECTURAL: PARKING PERSPECTIVE VIEW B A8 ARCHITECTURAL: AXONOMETRIC NORTH PAVILION A9 ARCHITECTURAL: AXONOMETRIC SOUTH PAVILION A10 ARCHITECTURAL: EAST APPROACH VIEW FROM ENTRANCE CORRIDOR (W/ TREES) All ARCHITECTURAL: EXTERIOR FINISHES REF #1 SDP-2014-00019: SHEET 1 REF #2 SDP-2014O019: SHEET 4 OF 27, DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER / ZONING ENGINEER BUILDING OFFICIAL ARCHITECTURAL REVIEW BOARD FIRE OFFICIAL ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION SIGNATURE DATE Z t7J O z li— Z 0� 0 O ❑ Ii U W 1 IMMII 1 Cl� W C a C9 w O 0 O O r-1 o r--t p O PL4 a� W) T n r V Design Professional's electronic or digital seal or signature is effective only as to that version of this document as originally published by Design Professional. Design Professional is not responsible for any subsequent modification, corruption,or unauthorized use of such document. To verify the validity or applicability of the seal or signature, contact Design Professional. ARB REVIEW NOT FOR CONSTRUCTION Date DECEMBER 2020 Scale NONE Drawn REK Checked CRJ Project No. 2215-1902 Sheet No, Of ATO \/ i EXISTING STORMWATER / ' ` BENCHMARK SCHEDULE MANAGEMENT BASIN .. STATION OFFSET BASELINE NORTHING FASTING ELEVATIONS '• 1 so 1 1 1 1 1 1 1 1 1 - v 1 1 1 1 1 1 1 I 1 1 j 1 1 1 00 CONTRACTOR STAGING & LAY / DOWN AREA / 0 0 m ry I z w c� N 0 rn I u7 N N i _ _ . . . . .. . .. .... ..... �f_, - - _. - - - GENERAL NOTES G1. THE CONTRACTOR SHALL MARK AND LIGHT THE AREAS OF CONSTRUCTION IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. AT NO TIME SHALL PUBLIC SAFETY BE COMPROMISED. THE CONTRACTORS EQUIPMENT AND VEHICLES SHALL BE MARKED WITH COMPANY NAME, G2. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL EXISTING UTILITIES AND FACILITIES FROM DAMAGE BY EQUIPMENT OR PERSONNEL. THE CONTRACTOR SHALL CONTACT ALL UTILITY AND FACILITY AGENCIES FOR FIELD MARKING BEFORE BEGINNING WORK. THE LOCATION OF EXISTING FACILITIES DEPICTED IN THESE PLANS ARE APPROXIMATE AND ARE SOLELY BASED ON SURFACE OBSERVATION. G3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY EXISTING UTILITIES OR FIXTURES THAT ARE DAMAGED BEFORE THE BEGINNING OF CONSTRUCTION. G4. ANY UTILITIES OR FACILITIES DAMAGED DURING THIS PROJECT BY THE CONTRACTOR'S MEN, EQUIPMENT OR SUBCONTRACTORS SHALL BE IMMEDIATELY REPAIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR IS ADVISED THAT HAND DIGGING TO PROTECT UTILITIES FROM DAMAGE SHOULD BE ANTICIPATED. G5. ALL DISTURBED AREAS, INCLUDING THE CONTRACTORS STAGING AREA, PAVEMENT SHOULDERS, HAUL ROUTES, ETC, SHALL BE RESTORED TO A SMOOTH LINE AND GRADE TO ENSURE POSITIVE DRAINAGE. THE CONTRACTOR SHALL MAINTAIN THE HAUL ROUTE FOR THE DURATION OF THE PROJECT. THE CONTRACTOR SHALL KEEP ALL DIRT AND DEBRIS OFF OF HARD SURFACES AT ALL TIMES. THE CONTRACTOR SHOULD ANTICIPATE ROUTINE SWEEPING OF ADJOINING PAVED AREAS. G6. THE CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS AS PER THE PROJECT SPECIFICATIONS T-901 and T-908. THERE WILL BE NO MEASUREMENT FOR WORK DONE OUTSIDE OF THE PROJECT LIMITS. G7. THE OWNER SHALL OBTAIN THE ALBEMARLE COUNTY BUILDING PERMIT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESEARCHING AND OBTAINING ALL OTHER PERMITS, LICENSES AND BONDS, ETC. REQUIRED BY LOCAL, STATE, AND FEDERAL AGENCIES. Ga. AT NO TIME SHALL THE CONTRACTOR (MEN, EQUIPMENT, AND/OR SUBCONTRACTORS) GO INSIDE OF THE AIRCRAFT OPERATIONS AREA. G91. CONTRACTOR SHALL NOT IMPEDE THE FLOW OF TRAFFIC ON THE AIRPORT ACCESS ROAD (BOWEN LOOP ROAD), EXCEPT DURING POURING OF CONCRETE FOR ENTRY PAVILION AND CRANE WORK ASSOCIATED WITH CANOPIES, SEE MAINTENANCE OF TRAFFIC PLAN G10, EXCAVATING ADJACENT TO ROADWAY. SHORING WILL BE REQUIRED DURING EXCAVATION ADJACENT TO THE LOOP ROAD. THE CONTRACTOR SHALL SUBMIT A SHORING PLAN, IDENTIFYING MEANS AND METHODS PROPOSED TO PERFORM THE REQUIRED WORK, TO THE AIRPORT MANAGEMENT AND ENGINEER NO LATER THAN AT THE PRE -CONSTRUCTION MEETING. A NOTICE TO PROCEED WILL NOT BE ISSUED UNTIL THIS PLAN IS IDENTIFIED AND ACKNOWLEDGED BY THE AIRPORT MANAGEMENT AND ENGINEER. G11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF ALL WASTE MATERIAL FROM THE SITE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, BROKEN CONCRETE, PACKAGING, ASPHALT, TRASH, ETC. THE CONTRACTOR SHALL COORDINATE THE NECESSARY RECEPTACLES FOR THE DISPOSAL OF DAILY TRASH FROM THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEAN UP OF THE SITE AFTER EACH DAYS WORK. G12. THE CONTRACTORS EMPLOYEES SHALL PARK ONLY IN THE E EENDOF BY THE ENGINEER R AT TH AREA DESIGNATEDOWN / EACH WORK DAY, THE CONTRACTOR SHALL A POSITION ALL EQUIPMENT, TOOLS, MATERIAL, ETC. IN THE APPROVED CONTRACTOR'S STAGING AREA UNLESS OTHERWISE REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. G13. TOPOGRAPHIC SURVEY INFORMATION PREPARED BY: LINCOLN SURVEYING 632 BERKMAR CIRCLE CHARLOTTESVILLE, VIRGINIA 22901 G14. GEOTECHNICAL INFORMATION PREPARED BY: ECS MID -ATLANTIC, LLC. 4004 HUNDERSTAND COURT, SUITE 102 CHARLOTTESVILLE, VIRGINIA 22911 G15. HORIZONTAL CONTROL: VIRGINIA STATE PLANE SOUTH ZONE NAD 83. VERTICAL CONTROL: NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). G16. THE CONTRACTOR IS RESPONSIBLE FOR THE STAKING OF L ITEMS THE BASELINE AND ALL IT NECESSARY M N Y TO CONSTRUCT THE PROJECT. THE ENGINEER HAS PROVIDED THREE BENCHMARKS FOR VERTICAL AND HORIZONTAL CONTROL., CONTROL POINTS SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. IF A DISCREPANCY IS FOUND THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY, G17. THE OWNER RESERVES THE RIGHT TO CONTRACT AND PERFORM OTHER OR ADDITIONAL WORK ADJACENT TO AND WITHIN THE WORK AREA COVERED BY THIS CONTRACT. WHEN SEPARATE CONTRACTS ARE LET WITHIN THE LIMITS OF ANY ONE PROJECT, EACH CONTRACTOR SHALL CONDUCT HIS/HER WORK SO AS NOT TO INTERFERE WITH OR HINDER THE PROGRESS OR THE COMPLETION OF THE WORK BEING COMPLETED BY THE OTHER CONTRACTORS. THE CONTRACTORS WORKING ON THE SAME PROJECT SHALL COOPERATE WITH EACH OTHER AS DIRECTED BY THE ENGINEER. ANY ADDITIONAL EFFORT OR WORK REQUIRED FOR SUCH COORDINATION WITH OTHER CONTRACTORS SHALL BE INCIDENTAL TO THE PROJECT AND NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE. IT IS ANTICIPATED THAT OTHER WORK MAY BE COMPLETED BY AN INDEPENDENT CONTRACTOR(S) DURING THE COURSE OF THIS PROJECT. G18. ANY LISTED MANUFACTURERS EQUIPMENT SHALL MEAN THAT LISTED ITEM OR AN APPROVED EQUIVALENT. G19. IN THE EVENT THAT FUNDS ARE NOT AVAILABLE, THE OWNER RESERVES THE RIGHT TO NOT AWARD THE CONTRACT. SAFETY NOTES BM1 10+00.00 O'L "C,, 3938727.1233 11497775.5681 604.23 BM2 14+00.00 O'L "C" 3938356.5089 11497625.0856 604.48 BM3 18+00.00 O'L "C,, 3937985.8946 11497474.6030 604.95 THE PURPOSE OF THIS PLAN IS TO ESTABLISH REQUIREMENTS DIRECTLY RELATED TO THE SAFETY OF AIRPORT PATRONS IN THE VICINITY OF THE PROPOSED CONSTRUCTION AREA AND THE SAFETY OF THE CONTRACTOR'S PERSONNEL. THESE REQUIREMENTS SHALL BE STRICTLY FOLLOWED BY THE CONTRACTOR AND HIS SUBCONTRACTORS FOR THE DURATION OF THIS PROJECT. S1. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL GIVE A MINIMUM 7-DAYS WRITTEN NOTICE TO THE AIRPORT MANAGEMENT AND PROJECT ENGINEER. S2. THE CONTRACTOR SHALL COORDINATE INGRESS AND EGRESS REQUIREMENTS WITH THE AIRPORT MANAGEMENT AND THE PROJECT ENGINEER. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTROL ACCESS TO THE PROJECT SITE. S3. ALL CONSTRUCTION VEHICLES INCLUDING PERSONAL VEHICLES, MUST BE PARKED WITHIN IDENTIFIED STAGING AREAS UNLESS OTHERWISE COORDINATED WITH AIRPORT MANAGEMENT AND ENGINEER, ALL VEHICLES OPERATING ON AIRPORT PROPERTY SHALL BE IDENTIFIED WITH COMPANY NAME. S4. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL DESIGNATE A REPRESENTATIVE AND ALTERNATE TO CONTACT ON A 24 HOUR BASIS. FOR EACH INDIVIDUAL, DAYTIME, NIGHTTIME AND/OR CELL D AIRPORT MANAGEMENT PHONE NUMBERS SHALL BE PROVIDED 0 HE E T T , PUBLIC SAFETY PERSONNEL AND ENGINEER AT THE PRE -CONSTRUCTION MEETING. S5. ALL EQUIPMENT AND MATERIALS SHALL BE RETURNED TO THE STAGING AREA AT THE END OF EACH DAYS WORK. 36. THE CONTRACTOR SHALL KEEP ALL ACTIVE AIRPORT PAVEMENTS CLEAR OF ALL DEBRIS, STONE, DIRT, MUD, CONCRETE, ETC. DURING CONSTRUCTION. ALL ACTIVE PAVEMENTS SHALL BE CLEANED OF CONSTRUCTION DEBRIS AND SPILLAGE IMMEDIATELY. THE CONTRACTOR SHALL VISUALLY INSPECT THE ACTIVE PAVEMENTS AFTER EACH CROSSING BY VEHICLES THROUGHOUT THE DURATION OF THE PROJECT. S7, THE CONTRACTOR SHALL CLEAN ALL CONSTRUCTION AREAS OF LITTER, LOOSE PAPERS, DEBRIS, ETC. DAILY OR AS DIRECTED BY AIRPORT MANAGEMENT OR THE ENGINEER. ALL DEBRIS SHALL BE CLEANED UP AND PROPERLY DISPOSED OF PRIOR TO THE RELEASE OF THE CONTRACTORS EMPLOYEES OR SUBCONTRACTORS. S8. THE CONTRACTOR SHALL COORDINATE ALL ACCESS ROUTES TO ALL CONSTRUCTION AREAS WITH THE ENGINEER AND AIRPORT MANAGEMENT. S9. INSPECTIONS WILL BE MADE BY THE AIRPORT AND ENGINEER DURING THE PROJECT TO ENSURE THAT THE CONTRACTOR IS FOLLOWING THE RECOMMENDED SAFETY PLAN PROCEDURES. S10. IT IS THE CONTRACTORS RESPONSIBILITY TO PLACE AND RELOCATE, AS NECESSARY, THE PROPER BARRICADES AND SAFETY FENCING AS REQUIRED FOR THIS PROJECT. NO SEPARATE PAYMENT WILL BE MADE FOR THIS WORK. S11. ALL BARRICADES SHALL BE INSPECTED BY THE CONTRACTOR AT THE END OF EACH WORK DAY AND SECURED PRIOR TO LEAVING SITE. PHASING NOTES CONTRACT TIME: 180 CALENDAR DAYS (BASE BID) LIQUIDATED DAMAGES IN THE AMOUNT OF 9500.00 PER CALENDAR DAY WILL BE ASSESSED AGAINST THE CONTRACTOR FOR EVERY CALENDAR DAY THAT THE CONTRACT TIME PLUS APPROVED EXTENSIONS IS EXCEEDED, THE PHASING PLAN SHOWN IS A CONSERVATIVE APPROACH TO THE SUCCESSFUL COMPLETION OF THE PROJECT BASED ON THE CONTRACT TIME NOTED. THE AIRPORT IS TO REMAIN OPEN FOR THE DURATION OF THE CONSTRUCTION. THE CONTRACTOR SHALL BE REQUIRED TO WORK WITH THE AIRPORT MANAGEMENT IN MAKING SURE THAT ACCESS TO THE AIRPORT IS POSSIBLE AT ALL TIMES. THERE WILL BE NO SEPARATE PAY ITEM FOR ACCESS COORDINATION. ANY COSTS ASSUMED FOR COORDINATING ACCESS SHOULD BE INCLUDED IN THE COST FOR MOBILIZATION. NO ADDITIONAL CALENDAR DAYS WILL BE ADDED TO THE PROJECT FOR REVISED PHASING PLANS. P1. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL GIVE A MINIMUM OF 7-DAYS WRITTEN NOTICE TO THE AIRPORT MANAGEMENT AND PROJECT ENGINEER. P2. THE CONTRACTOR SHALL. SUBMIT A PRELIMINARY PROJECT S SCHEDULE IDENTIFYING MAJOR TASK ITE MS TO THE ENGINEER AND AIRPORT MANAGEMENT AT THE PRE -CONSTRUCTION MEETING. A FINAL PROJECT SCHEDULE SHALL BE PROVIDED BY THE CONTRACTOR A MINIMUM OF 72 HOURS PRIOR TO START OF CONSTRUCTION OPERATIONS OR 30 DAYS AFTER PRE -CONSTRUCTION MEETING, WHICHEVER IS LESS. P3. THE CONTRACTOR SHALL. VERIFY LOCATION AND PLACEMENT OF ALL BARRICADES IN THE FIELD WITH THE AIRPORT'S INSPECTOR. THE LOCATION OF THE BARRICADES SHALL BE IN ACCORDANCE TO THE PROJECT MAINTENANCE OF TRAFFIC PLAN. THE CONDITION AND LOCATION OF ALL BARRICADES SHALL BE CHECKED DAILY BY THE CONTRACTOR, THE CONTRACTOR MAY BE ASKED TO RELOCATE OR PLACE BARRICADES IN DIFFERENT LOCATIONS IN ORDER TO IMPROVE AIRPORT OPERATIONS. THIS SHALL BE DONE WITHOUT ADDITIONAL COST TO THE OWNER. P4. THE CONTRACTOR'S SUPERINTENDENT SHALL HAVE REGULAR BI-WEEKLY MEETINGS WITH THE AIRPORT'S INSPECTOR. THE PROJECT SCHEDULE SHALL BE REVIEWED AT EACH MEETING, AS WELL AS WORK ANTICIPATED FOR THE WEEK. P5. THE CONTRACTOR SHALL FOLLOW ALL SAFETY PLAN REQUIREMENTS AS STATED IN THE SAFETY PLAN NOTES. NO DEVIATION WILL BE ALLOWED UNLESS OTHERWISE COORDINATED WITH THE ENGINEER AND/OR AIRPORT'S INSPECTOR. .COUNTY GENERAL CONSTRUCTION NOTES C1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. C2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. C3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. C4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED, C5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. L C6. PAVED RIP AP OR STABILIZATION MAT LINED DITCH MAY R BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. C7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 08. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. C9, ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 100 0 100 200 1 " = 100, scale feet h z 0 C9 P4 1 �I q c� O Vl O �I �1 �1 rti C D r W� O a� ND P`1 Q 0 Z ct) 0 Z _o U W 0 •I u Design Professional's electronic or digital seal or signature is effective only as to that version of this document as originally published by Design Professional. Design Professional is not responsible for any subsequent modification, corruption,or unauthorized use of such document. To verify the validity or applicability of the seal or signature,contact Design Professional. r u L NOT FOR CONSTRUCTION Date DECEMBER 2020 Scale 1 "=100' Drawn REK Checked CRJ Project No, 2215-1902 Sheet No, C2 Of i O _r TERMINAL BUILDING G ,9 NoNP 83 O �1 `o', \A oN� s El k� �r>��_____� 1 iF' t-"- TMP 32-10 CHARLOTTESVILLE-ALBEMARLE / AIRPORT AUTHORITY BR / D. 818 P. 210[� ---------�---------, _� ,_�-__,_�,_�, 3-MB- n� ,-- / COMM MH TOP _— 618.25 r>' ELECTRIC f% 10. VAULT r>1 0 .5 W W W W r• r r -Z- I LPP 15" RCP —m ED EB Li SEE LANDSCAPE NOTE 1 c' EB LIGHT POLEI TO BE-� REMOVED MEMO LP N 1 BASE ,i , r ' + .•�. t ' •(f ' r• 1' PROPOSED SOUTH , •• � „_, .,,. t ELEVATOR PAVILION (/ , FSTA16+00 LLJ _(P- Ld 7< W LN N EXISTING STAIRS TO REMAIN STA 16+00 /0R POM 1�_C TRIO / ATIO ' LINE ELECTRIC VAULT B OW E N LOOP 4'' W —�--- LIGHT POLE TO W REMAIN 3 SS1IH r,TOP � PWI_ J 617.99 r f 7 5 0 F� C �1 ❑ ❑ 7-1 -r ❑ ❑ L pp LEGEND EXISTING PROPOSED EDGE OF PAVEMENT WATER LINE w ELECTRIC LINE E ELECTRIC VAULT LIGHT POST £r JUNCTION BOX JB SEWER LINE DRAINAGE PIPE (RCP) UNDERDRAIN — UD BUILDING REPLACEMENT SIDEWALK REPLACEMENT PAVEMENT LIGHTING & ELECTRICAL NOTES: 1. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL �xJCUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED 1 �� TO REFLECT LIGHT AWAY FROM ADJACENT ROADS, THE �� ail Wyk.°` 1�/ — W C no 4YV SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC � I ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREA c r� ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. WL 2. ALL ELECTRICAL INSTALLATIONS TO BE IN ACCORDANCE " _ WITH NEC AND LOCAL CODE. w _ I I rT E k _ I r ._ 3 r � 1, �-� i 0 C 7 RCP F r 15"" R , ', _ Bu � 3. LIGHT POST NOTATION LP 4V/B+\SE 15 r�GP ---� i POLES LP 1 I �� . LP yV/BASc CONSTRUCT MASONRY BSW BS'+v BSIN � ( CONSTRUCT MASONRY WALL MATERIALS AND O— WALL MATERIALS AND FINISH TO MATCH-i {"s`-- r , �Y-Y� FINISH TO MATCH4i�� 3C rtCP EXISTING WALL BRICK 4ti� �� `'��' ,/ EXISTING WALL..*i'k STAIRS CONSTRUCT' EXISTING STAIRS / MASONRY WALL, BRICK MATERIALS AND " Y TO BE DEMOLISHEp 4 STAIRS EXISTING STAIRS % Ft 3 . J �O ISO j0 AMATCH Wit_ �� i` -% g U " " P W/BASE TO BE DEMOLISHED / EXISTING-WALL� y r� `I' LP W/BASE �'� E __ ---- �____i_ ._E� `- _� a ( � JB U D fCO IN CONCRETE CG-3 .! . z CG-S CONCRETE SIDEWALK ''B i7� :..:� i. . Y4. r ` . i~.', •''� ; : t:'.I>`r tSS�a ' C.`�'P+ E IS ITNG E�VERG EEN��;F PROPOSED P1 R PROPOSED P! 1� .1� .! I `� ( I I I I I I S RUBS AND MULCH ;,. � (SW WD•, CG-3 CURB I I, ( ! 101Rt _1, B D TO PE REMOVED ;�I •_ ( i EXISjING EVERGREEN A D RE LACED. SEE t'0'" 3 L. E ' SHR BS AN MULCH EXISTING EVERGREEN I y� LANDSCAPE NO E 1 I JREMOV�D I BED TO BE t� .- X 0 0 a I PATIO LOOKOUT AREA j O `%EMAIN �I FL G POLES LIGHT POLE TO 11 TO REMAIN U REMAIN SHRUBS AND M�JLCH L F _EVA'iC EXISTING SHADE jREE AND REPLAYED. CEE BED TO BE REMOVED w - - '" _� _ . ��. - i _ -= AND MULCH BED TO ,� ,; LANDSCAPE NOTE 1 AND REPLACED. SEE ,} :` I I 14 BE REMOVED LANDSCAPE NOTE 1 RE -MARK PARKING � — 605.90 � ASPHALT — SPACES_ 4" WHITE LINES (TYP). EXISTING ELEVATOR, n n STA 14+00 CATWALK, WALL, AND STA '13+00 BASELit� C STA 12+00 w NORTH 3938356.50892 MECHANICAL ROOM TO EXISTING EVERGREEN EAST 11497625.08555 BE DEMOLISHED SHRUBS AND MULCH lev 604,48 BED TO BE REMO LANSCAPEVED I I, NOTE'`1EE f 9BIR20 FO 1f yi r: •Tt „) F� F� Yx 3' L1J W EB IDI ' LP W/BASE LP1 = 20' TALL POST (MATCH EXISTING LIGHTS) 4. LP1 LIGHT POSTS TO INCLUDE NEW CONCRETE BASES. r EB 5. ALL NEW ELECTRICAL CABLING TO BE IN CONDUIT. CONDUIT LP LIGHT POLE TO BE C' AI SEE LANDSCAPE TO BE UL LISTED SCHEDULE 40 PVC, REMOVED NOTE 1 Lf 6. SEE LIGHTING PHOTOMETRICS AND DETAILS ON SHEETS EXISTING STAIRS yy/g E1-E3. TO REMAIN + �"F 7. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. .,,.. ;<.. r'•.' ;SW CG 3 LANDSCAPING NOTES: �y';� ' "•� • %�: I , ry 1. LANDSCAPE PLAN UNDER DEVELOPMENT BY ANHOLD �• (' L LANDSCAPE PLAN ON 14 ES SEE CONCEPTUAL i • , • ASSOCIATES, S , I" SHEET L1, PROPOSED NORTH 1 ELEVATOR PAVILION 2, ALL PLANT MATERIALS AND INSTALLATION METHODS SHALL BE IN ACCORDANCE TO ALBEMARLE COUNTY STANDARDS — — — _ AND THE LANDSCAPE PLAN DEVELOPED BY ANHOLD ASSOCIATES. STA 11+00 3. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT, ELEVATOR PAVILION NOTES: _ — 1, SEE ARCHITECTURAL SHEETS DEVELOPED BY PSH+ FOR THE NORTH AND SOUTH ELEVATOR PAVILION LAYOUTS, RENDERINGS, AND BUILDING MATERIAL FINISHES. SHEET INDEX Z Z 0 ui ui U 0 w > w o: a rr V 12 Cq r0 o O W 0 W Z a� O WN � r V Design Professional's electronic or digital seal or signature is effective only as to that version of this document as originally published by Design Professional. Design Professional is not responsible for any subsequent modification, corruption,or unauthorized use of such document. To verify the validity or applicability of the seal or signature,contact Design Professional. ARB REVIEW NOT FOR CONSTRUCTION 0 Date DECEMBER 2020 Scale 1 "= 20' O Drawn REK ao°ao� o Checked CRJ Project No. 2215-1902 { 20' 0 20' 40' Sheet No. R- .. 1 "=20' scale feet C3 Of 4t LIGHTING FIXTURE SCHEDULE TAG SYMBOL LOCATION MANUFACTURER CATALOG NUMBER LAMPS VOLTS O FIXT. LUMENS LLF FIXT. WATTS A O PAVILION CANOPY PRESCOLITE LF4ML153OK8 4000K 120/277 1 1,500 1.0 21.7 QB O TOWER SOFFIT SIGN LIGHTS ALPHABET NU3 RW 13LM 40K WW UNV NC WH 4000K 120/277 1 1,050 1.0 17 P �-0 LONG TERM PARKING HUBBELL CL1-90L-AD-U-4K-4-105-BL--BC CIMARRON CL1 SERIES 184 LEDs - 4000K 70CR1 120/277 1 15,127 1.0 325 NOTES: 1. SEE DRAWING E3 FOR FIXTURE DETAILS. I < - I , ^ I v ) I I e • 1 I / I I 1 • • • A CROSSWALK I I 1 I 1 • I 1 1 I � I + +4.41.2 , STAIRWAY 13.1 12.0 10.0 I I 1 ° 11.8 + 1 1 I 11.+ 9.7 1 I ROOF OUTLINE I + + 1 I 1 + 13.0 12.5 10.8 1 I I 1 • +f 1 1 1 .1 11.6 I I I + 1 I 7.8 i I +11.6 �11.1 +10,0 I I 1 I I j+6.6 +9.9 +9.4 +8.5 I I 1 I +5.3 +8.0 97.8 +6. , I I 1 +6.4 +9.2 +9.6 +8.5 +6. +0.0 +1.7 +2.1 4.4 +9.8 +11.3 +11.6 +11.8 +9.5 4.6 1 1 +0. +0.3 + .7 + +9.0 +15.5 +18.6 +19.3 +17.5 +14.1 +6.2 I +1.1 +2.1 + .9 � • 0 1 � +9.2 +15.5 +18.7 +19.2 +17.3 +14.1 +6.1 +1.4 +1.6 +11.1 +4.7 +9.2 +10.5 +10.4 +10.4 +7.8 +2.9 I +0.4 +1.1 14 1 I 0.0 0® 0.8 2.1 I 2.2 1.9 2.3 1.7 .0 0.2 .1 `{0.4 �1.0 +1 �1�+1.0 �0.6�0.8 �1.3 {.8 + .3 1.3 .4 1.2 0 0.6 0.5 +0.3 +0.5 +0.6 +0.8 +0.9 +1.0 +1.0 +1.0 +0.9 +0.7 +0\+0.5 +0.3 LOWER LANDING SOUTH ELEVATOR TOWER LEVEL PLAN LIGHTING PHOTOMETRICS r------ - I I I I I ----------------------- I I j +4.7 +7.2 +8.6 +9.3 +9.2 +8.2 +6.5 I I +3.7 +1t3 1 -1 , + 6.6 + 9.2e + 11.1 + 13.0 + + 12.5 10.4 ° + 8.6 I + + 1 5.3 210 I I +7 7 +11.1 +13.3 +15.1 +14.6 +12.5 +10.3 +6.1 +211 I I 1 I 7. +12.4 +14.8 +15.7 +15.6 +14.1 +11.1 +6.2 + 1 1 +11.5 +13.7 +15.5 +15.0 +13.0 +10.6 +6.2 + 1 1 • • I +7 7 +11.1 +13 + +42 1 +7.9 +12.2 +14, 15 + .5 +14 1 .0 I + + 1 I 1 1 I +7.9 +12.0 +14. + .6 +15 .6 + 0. 6 +211 I I +7.7 +11.� +13.1 15 + .6 2. 1 .2 + .1 +2�2 1 1 +7 9 +11.9 +14.1 .6 +15. 1 .4 + I 6. + 1 1 1 +7 9 +12 3 +14 +15 1 5+ 4 1 1 + +J 1 1 UPPER WALKWAY +7.7 +11., +13. +1 .2 + 4, e1 + 3 +6 + CROSSWALK I 1 1 I +7.8 +11.4 +13. 1 + 2.9 +1 + � +a2 I I +7.9 +12.4+14. 1 + 5.6+1 + .1 6. +41 I J 1 +7.8 +11.5 +13. + 5.5 +1 .1 + 10 I +42 -1 +7.7 +11.1 +13.3 A (TYP) I +7.9 +12.2+14.6+ .7+15.5+ .0+11.0+ .3 I +all I I +7.9 +12.0 +14.3 +1 i .2 +a11 1 + ' +11.b +13.2 +1 .1 12 1 I I 7. +11.9 +14.2 +1115.3 i 13.5 11.2 + 1 1 1 +7.9 +12.2 +14.7 j I +7'S +1q+12.8 1 ; UPPER WALKWAY 1 +6.3 +8.9 +10.9 i +4.1 +6.6 +8.8 +1.9 +3.5 +5.9 /- ROOF OUTLINE j+1.4 +2.9 +6.0 j I 1 I + 3.2 ++ 6.5 9,2 I ° 1 1 I +5.6 +8.5 +12.1 +9.8° +12.8 • 1 I j +11.2+14.0+16.8+17.6+15.9+12.7+0.0 I I +11.6 +14.8 +16.6 +16.5 +14.4 +10.4 +5.2 j +11.0 +13.8 +16.5 +15.7 +12.7 +9.3 +4.7 I +9.7 +12.2 +15.0 +14.1 +11.0 +8.1 +4.2 i 1 _1+12.5+15.8+17.8++117.3+14.6+10.7+6.3 1 - L------------------------------ - - PPER LEVEL (TYP OF 4) UPPER PLAN AND WALKWALKWAY - LIGHTING PHOTOMETRICS SCALE: 1" - 10'-0" CROSSWALK STAIRWAY ROOF OUTLINE A (TYP) - 1 I • • 0 • • • • I 1 1 8.5+ 9.4 9.9+ 6.6 1 1 j.9+ 7.80 8.0+ 5.3+ ° 1 I 1.7+ 1 0.0+ 6.8+ 8.5+ 9.6+ 9.2+ 6.4+ i 2.+ I 0. + 0.3+ 1 b.3+ 4.6+ 9.5+ 11.8+ 11.6+ 11.3+ 9.8+ 4.4 M + 2.1+ �1.5+ 6.2+ 14.1+17.5+ 19.3+18.6+15.5+ 9.0+ 1. + 1.6+ �.5+ 6.1+ 14.1+ 17.3 + 19.2+ 18.7 + 15.5 + 9.2+ 0.,+ 1.1+ I �.9+ 1 2.9+ 7.8+ 10.4+ 10.4+ 10.5+ 9.2+ 4.7+ 0. + + 0.2 1 0. + 1.7 + 2.3 + + 1.9 2.2 + 2.1 + 0.8 + ®0 + 1 0.0 1 0.5 0.6+ 0.8+ 1.0' 17 17 1.4' 1.3+ 1.3{ 1.0r 0.87 7T 0.4+J 0.5%�0.6+ 0.7+ 0.9+ 1.0+ 1.0+ 1.0+ 0.9+ 0.8+ 0.6+ 0.5+ 0.3+ 0.3+ LOWER LANDING NORTH ELEVATOR TOWER LEVEL PLAN �-vr"1`L1GHT1NG PHOTOMETRICS ------ I --------------------- I I 1 1 I 1.6+ 3.7+ 6.5+ 8.2+ 9.2+ 9.3+ 8.6+ 7.2+ 4.7+ 2h+ 5.3+ 8.6+10.4+12.51+13.0+ 11.1+ r9.2+ 6.6+ 2j1+ 6.1+ 10.3+ 12.5+ 14.6i+ 15.1+ 13.3+ 11.1+ 7.7+ 1 I 21 6.2+ 11.1+ 14.1+ 15.61+ 15.7+ 14.8+ 12.4+ 7 9 j I 21+ 6.2+10.6+13.0+15.01+15.5+13.7+11.5+ 78 • • 2.12 6.1+10.3+12.5+14.7+15.2+13.3+ 11.1+ 7.7+ 211+ + 0 4. +1 5.7 4.6+12.2+ 7.9+ 1 2j1+ 2 10. + 6 5. +1 14.3 + 12,0 + 7.9+ I 1 2.+ 1+ .2 12. ° 1 6i 5. 3.1+ ?1.0+ 7.7+ 1 i 211+ +1 + .4+15. +1 6 4.1+11.9+ 7.9+ i 1 I 211+ .0+1 . + 5+15. + 4.7+12.3+ 7.9+ UPPER WALKWAY CROSSWALK 2n+ +1 .6+1 . + 2 3.3+ 11.1+ 7.7+ + 2+ +1 OI+1 . 3.6+11.4+ 7.8+ 1 LI 2'1+ + 1+ + 1 + 4.8+ 12.4+ 7.9+ i I 1 2e+ 0. +1 0+ +15. + 3.8+11.5+ 7.8+ I • I 1 + + + +3.3+ 11.1+ 7.7+ Q(TYP) + +++++211311.0115.514.612.27.95 2i1+ 14.3+12.0 + 7.9 + 2. 6. 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A o SEE LIGHTING FIXTURE DETAILS. ll z M� w C TYPICAL LIGHTING N NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF w o z LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO ° o UJ REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS > AND AWAY FROM ADJACENT ROADS, THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS y AND PROPERTY IN RESIDENTIAL OR r RURAL AREAS SHALL NOT EXCEED 0.5 FOOTCANDLES, PHOTOMETRIC DATA PROVIDED BY -�-� PACE COLLABORATIVE. v 0C Cq Cq • � Lo 0 1 LO 0 AN NO Q2 O � KEY PLAN J0 Design Professional's electronic or digital seal or signature is effective only as to that version of this document as originally published by Design Professional. Design Professional is not responsible for any subsequent modification, corruption,or unauthorized use of such document. To verify the validity or applicability of the seal or signature, contact Design Professional. ARB REVIEW NOT FOR CONSTRUCTION Date DEC EMB ER 2020 Scale 1 "=10, Drawn PMW Checked KJN Project No, 2215-1902 10' 0 10' 20' 1 sheet No. 1 "=10' scale feet El a O12 TYPICAL LIGHTING NOTE0 : EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS SHALL NOT EXCEED 0.5 FOOTCANDLES, PHOTOMETRIC DATA PROVIDED BY PACE COLLABORATIVE. 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Design Professional is not responsible for EXISTIN POLE MO NTED LIGHT FIXTURE ( P.) any subsequent modification, + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + cc rruption,or unauthorized use of 0.3 0.3 0.3 0.4 0.4 0. 0.4 .4 0.5 0,6 0.6 0.7 0.7 0.8 0. 0.8 0 .8 8 0.8 0.7 0.7 0.7 0.7 0 0.8 8 0.8 .8 0.8 0.8 0.7 0.7 0. 0.6 05 0.4 .4 0.4 0.4 0.4 0.3 0. 0.2 such document. To verify the validity or applicability of the seal or signature,contact Design + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Professional. 0.2 0.2 0.2 0.2 0.3 0. 0.3 .3 0.4 0.4 0.5 0.5 0.6 0.6 0. 0.6 0 6 0.6 0.5 0.5 0.5 0.5 0 + 0.6 + 6 0.7 .6 0.6 0.6 0.6 0,5 O.+ + + + 0.4 0 4 0.3 .3 0.3 0.3 0.2 0.2 0. 0.2 0.2 0.2 0.2 0.2 0.2 0. 0.2 .3 0.3 0.4 0.4 0.4 0.5 0.5 0. 0.5 0. 0.5 .5 0.4 0.4 0.4 0.4 0.4 0. 0,5 .5 0.5 .5 0.5 0.5 0.5 0.4 0. 0.4 0 3 0.3 .2 0.2 0.2 0.2 0.2 0. 10.2 �y-rvoo-PARTIAL SITE AT DEMOLISHED ELEVATOR LOCATION - LIGHTING PHOTOMETRICS- SCALE: KEY PLAN ARB REVIEW NOT FOR CONSTRUCTION dr4q Date r T , DECEMBER 2020 Checked KJN Project No. 90 N LUMINAIRE DESCRIPTION: 1. RECESSED DOWNLIGHT THAT PROVIDES VOLUMETRIC LIGHTING. 2. 16—GAUGE GALVANIZED STEEL MOUNTING PAN AND YOKE ASSEMBLY. 3. REFLECTOR IS DIE —FORMED OF 0.40 LOW IRIDESCENT ALUMINUM AND SELF —FLANGED. 4. GALVANIZED STEEL JUNCTION BOX WITH BOTTOM —HINGED ACCESS COVERS AND SPRING LATCHES. TWO COMBINATIONS 1/2"-3/4" AND THREE 1/2" KNOCKOUTS FOR STRAIGHT —THROUGH CONDUIT RUNS. CAPACITY 8(4 IN, 4 OUT) NO. 12 AWG CONDUCTORS, RATED FOR 90•C, 5. UTILIZES HIGH —BRIGHTNESS LEDS MOUNTED TO A METAL CORE CIRCUIT BOARD, ENSURING COOL —RUNNING OPERATION, CRI>80. 6. HIGH —EFFICIENCY, INTEGRAL ELECTRONIC LED DRIVER, 7, CERTIFICATION: UL LISTED AND WET LOCATION AND TESTED IN ACCORDANCE WITH IESNA LM-79 AND LM-80 STANDARDS. 8. TYPE FE AND F1 E PROVIDE 1300 LUMEN EMERGECY BATTERY. DETAIL BASED ON PRESCOLITE "LF4ML" SERIES TYPE LUMENS LAMP TYPE INPUT WATTS VOLTAGE MOUNTING A 1,500 4000K LED 21.7 MVOLT RECESSED, CEILING RECESSED 4" LED OPEN DOWNLIGHT U r F- d 7 Y r LUMINAIRE DESCRIPTION: 1, RECESSED WALL WASHER DOWNLIGHT THAT PROVIDES DIRECTIONAL LIGHTING, 2. 16—GAUGE STEEL HOUSING WITH LEXAN FRAME, MOUNTING PAN AND REGRESSED BEZEL TRIM. 3. REFLECTOR IS ASYMETRIC WITH HIGH EFFICIENCY BRIGHT VIEW ANGLE BENDING REFLECTOR. 4. GALVANIZED STEEL JUNCTION BOX WITH BOTTOM —HINGED LENS ACCESS. 5, UTILIZES HIGH —BRIGHTNESS LEDS MOUNTED TO A METAL CORE CIRCUIT BOARD, WITH THERMALLY ADVANCED ANODIZED HEAT SINK, 6. HIGH —EFFICIENCY, INTEGRAL ELECTRONIC LED DRIVER FLICKER FREE TO 1 7. CERTIFICATION: UL LISTED AND WET LOCATION TESTED IN ACCORDANCE WITH ETLus UL1598 AND cETL STANDARDS, 8. FUXTURE IS MANUFACTURED IN THE USA, DETAIL BASED ON ALPHABET "NU3" SERIES TYPE LUMENS LAMP TYPE INPUT WATTS VOLTAGE MOUNTING A 1,050 4000K LED 17.0 MVOLT RECESSED, CEILING RECESSED 3" LED WALL WASHER A B G. D E F G 6.3/4" 21;1/4" 161' 6 We" 6 5J16" 5 50 6116" 171mm 552nuu 406mm 1618mm 160mm 143mm 155nim Upswept Ar r m ABEE L�-- B I ! LUMINAIRE DESCRIPTION: 1. CONSTRUCTION: STYLISH VERTICALLY FINNED DIE—CAST SOLID TOP HOUSING FOR MAXIMUM HEAT DISSIPATION.; STOPS COLLECTION OF UNSIGHTLY DEBRIS FROM GARNERING ON TOP OF THE HOUSING. RUGGED LOWER DIE—CAST ALUMINUM HEAT SINK ACCELERATES THERMAL MANAGEMENT AND OPTIMIZES PCB AND OPTICAL PERFORMANCE, SEPARATE OPTICAL AND ELECTRICAL COMPARTMENTS FOR OPTIMUM COMPONENT OPERATION. ONE—PIECE DIE —CUT SILICONE GASKET ENSURES WEATHERPROOF SEAL AROUND EACH INDIVIDUAL LED FOR IP65 RATING, STAMPED BEZEL PROVIDES MECHANICAL COMPRESSION TO SEAL THE OPTICAL ASSEMBLY. WEIGHT: 45,0 POUNDS, EPA: 1,3 FT, SUITABLE FOR APPLICATIONS REQUIRING 3G TESTING PRESCRIBED BY ANSI C136.31, 2. COLOR FINISH: BLACK. 3. LED OPTICS: LEDs (QUANTITY AS SPECIFIED), HIGH BRIGHTNESS, WITH INDIVIDUAL ACRYLIC LENSES SPECIALLY DESIGNED FOR IES TYPE II, III, IV AND V DISTRIBUTIONS. COLOR TEMPERATURE: 4000K. 4. ELECTRICAL: UNIVERSAL INPUT VOLTAGE 120-277 VAC, 60HZ, AMBIENT OPERATING TEMPERATURE —40•C TO 40°C. AUTOMATIC THERMAL SELF—PROTECTION, DRIVERS HAVE GREATER THAN 90% POWER FACTOR AND LESS THAN 10% THD. LED DRIVERS HAVE OUTPUT POWER OVERVOLTAGE AND SHORT CIRCUIT PROTECTION WITH AUTO RECOVERY. DRIVERS RATED AT 1050 Ma FOR INCREASED LUMEN OUTPUT. LED ELECTRICAL ASSEMBLY, INCLUDING PR DEVICES, CONSUMES NO POWER IN THE "OFF" STATE. SURGE PROTECTION — 20KA; TURNS FIXTURE OFF AT END OF LIFE;; INCLUDES LED FOR END OF LIFE INDICATION. 5. CONTROLS: DRIVERS ARE 0-10V DIMMING STANDARD, PHOTOCELL., OCCUPANCY SENSOR AND WIRELESS CONTROLS AVAILABLE FOR COMPLETE ON/OFF AND DIMMING CONTROL. 6, LUMEN MAINTENANCE: L90 AT 60,000 HOURS. 7. INSTALLATION: DIE—CAST ALUMINUM ARM DESIGN: THE DECORATIVE ARM OFFERS A SLEEK UPSWEPT LOOK. FIXTURE SHIPS WITH ARM INSTALLED FOR EASE OF INSTALLATION AND MOUNTS TO #2 DRILL PATTERN, LUMINAIRES SHALL BE MOUNTED IN HORIZONTAL POSITION WITH NO TILT FOR NO UPLIGHTING, FULL CUTOFF. 8, FINISH: TGIC THERMOSET POLYESTER POWDER PAINT FINISH APPLIED AT NOMINAL 2.5 MIL THICKNESS. 9, WARRANTY: 5—YEAR LIMITED WARRANTY. 10. LISTINGS: LISTED TO UL1598 FOR WET LOCATIONS. IP65 RATING, 11. MODELS MEET DESIGNLIGHTS CONSORTIUM (DLC) QUALIFICATIONS. DETAIL BASED ON HUBBELL LIGHTING — MODEL #CL1—AD-90L—U-4K-4-105—BL—BC TYPE LUMENS LAMP TYPE INPUT VOLTAGE MOUNTING WATTS A 15,127 LED 17'-6" POLE — MOUNTED TO 4000K 325,0 120/277 2'-6" (AFG) CONCRETE BASE LED POLE MOUNTED FIXTURE a N 00 00 O r1 00 O 0 00 00 N �o 00 z U H o z 0 U w W 0 c� y v r4 Gq 11 C +-2 g N o o , 'q W Z oa Ur � o a 4 U Design Professional's electronic or digital seal or signature is effective only as to that version of this document as originally published by Design Professional, Design Professional is not responsible for any subsequent modification, corruption,or unauthorized use of such document. To verify the validity or applicability of the seal or signature, contact Design Professional. ARB REVIEW NOT FOR CONSTRUCTION Date DEC EMB ER 2020 Scale 1"=10, Drawn PMW Checked KJN Project No, 2215-1902 Sheet No, a 7 JL_ 77-J -- — — — ——--------,__------- • i�il � 1i7�"t' 11111111111111.1'11111 r�Lr!�i�I�l Ififi�i►'► L- T-T T-r 7,T X w OVERALL LANDSCAPE PLAN 1 "=20' 0 7 -7 BOWEN LOOP-------- LAWN AREAS TO REMAIN y y y y y y y y y y y y y y y y y y y y y y y y y y y y v y y y y y y y F T 7 -1 T 7 ROCK OUTCROPPING PLANTS TO BE PLANTED BETWEEN WILLOW CREEK STONES WITHIN FIRST 4' OF ROOF EDGE g I ROCK OUTCROPPING PLANTS TO BE PLANTED BETWEEN 3 IV L-2 I WILLOW CREEK STONES WITHIN FIRST 4' OF ROOF EDGE 2 PO I LARGE BOULDER AVERAGE DIAMETER 3.5' 6 1 V L— MALL BOULDER ` �I `' c `�-' 2 PM AVERAGE DIAMETER 2.5' \ EXCAVATE PLANTING BEDS TO 18" AND REPLACE WITH SPECIFIED TOPSOIL, TYPICAL 1 CV 1 CV LARGE BOULDER TYPICAL 5 PO AVERAGE DIAMETER 3.5' c o o o 1 HQ 4"-8" NATIVE RIVER COBBLES - / 8 PM WITH LARGER ROCKS UNDER ROOF AREA, TYPICAL �' 194�FT2 � l � � �� -�— � � � NATIVE GRASSES AND WILDFLOWERS WILLOW CREEK BUILDING STONE, N 20� FTC`' 6 IV 6" COMMERCIAL GRADE STEEL EDGE SET HORIZONTAL, TYPICAL 11 RA WILLOW CREEK BUILDING STONE SET VERTICAL, SEE DETAIL - ; ; 1 HV 3 IV J k ' c o asa I i i� 5 IV 3 IV 3 RA 4 PER ORATED PAC DRAIN PI' E ° CONNECT 10 ELEVATOR ROOF DR IN a e 4 ° 4-8' NATIVE RI ER COBBLES °` / UNDER ROOF A{ EA, TYPIC L d r ° ° SOUTH 'ELEVATORd. 4 4. a TOWER 8 .. . d 4. °. ° . g , dl d W 4. e ° d ° e ° 4. 4 4 SOUTH ELEVATOR TOWER LANDSCAPE DETAIL V=10' LANDSCAPE CALCULATIONS AND NOTES 1. ALL SITE PLANTING OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH AND BE MAINTAINED AT, MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 2, IN THE EVENT OF A PLANT QUANTITY DISCREPANCY BETWEEN THE SCHEDULE AND THE PLANS, THE CONTRACTOR SHALL FOLLOW THE PLANS 3, TREE AND SHRUB PLANTING PIT SOIL SHALL CONSIST OF SCREENED HIGH QUALITY, NATIVE TOPSOIL AS APPROVED BY THE ARCHITECT AND ENGINEER. TREE PIT DEPTH SHALL BE EQUAL TO ROOT BALL DEPTH, SO THE ROOT BALL IS SUPPORTED BY EXISTING OR COMPACTED SOIL TO PREVENT 31 Iv 4`17E17, 01RATED—P P CONNE T TO ELEV TOR ROOF DRAIN 0 5 10 LIMITS F ROOF OVERHA G, SEE PLANS + HQ —HYDRANGEA yyyyyy MEADOW + CV—CHIONANTHUS QUERCIFOLIA y y y PLANTING VIRGINICUS (D IV—ITEA VIRGINICA NATIVE RIVER COBBLES PM—PHOTINIA HV—HAMAMELIS MELANOCARPA ° VIRGINIANA WILLOW CREEK PO—PHYSOCARPUS BUILDING STONE, OPULIFOLIUS SET VERTICAL )_�GEND I RA—RHUS WILLOW CREEK AROMATICA BUILDING STONE, SET HORIZONTAL SETTLING. TREE PIT DIAMETER SHALL BE 3 TIMES ROOT BALL DIAMETER 4, CONTRACTOR SHALL EXCAVATE ALL PLANTING BEDS SHOWN ON THE PLANS TO A DEPTH OF 18" THE CONTRACTOR PLANTING NOTES SHALL THEN FILL THE PLANTING BEDS WITH SCREENED, HIGH QUALITY, NATIVE TOPSOIL TO THE DEPTH OF 18" SETTLED 1. MEADOW PLANTS ARE TO BE PLANTED WITH GRASSES FIRST IN A TRIANGULAR GRID REPLACEMENT. PATTERN (AS SHOWN IN DETAIL) AND EVENLY SPACED 20" OC, 5. ALL PLANTING AREAS/BEDS SHALL RECEIVE 2" OF 2. MEADOW PLANTS—FORBS SHALL BE RANDOMLY DISTRIBUTED BETWEEN THE DOUBLE —GROUND HARDWOOD BARK MULCH, GRASSES THROUGHOUT THE PLANTING AREA WITH FORBS PLANTED IN GROUPS OF 5-9 OF THE SAME SPECIES. FORB SPACING SHOULD BE 12'OC. 6. CONTRACTOR SHALL STAKE ALL PLANTS IN THE FIELD FOR ARCHITECT AND OWNER WRITTEN APPROVAL PRIOR TO 3. ALL FORB SPECIES SHALL BE PLACED IN EACH OF THE MEADOW PLANTING AREAS. INSTALLATION. 4. ROCK OUTCROPPING PLANTS SHALL BE PLANTED IN STONE DUST BETWEEN STONES 7. THE LANDSCAPE CONTRACTOR SHALL CONTACT "MISS IN THE WILLOW CREEK STONE AREA. PLANTS WILL BE PLANTED WITHIN 4' OF THE UTILITY" AND HAVE ALL PUBLIC AND PRIVATE UTILITIES ROOF OVERHANG EDGE. PLANTS WILL BE RANDOMLY DISTRIBUTED AND ROUGHLY MARKED PRIOR TO BEGINNING ANY CONSTRUCTION WORK. 12" OC. T 20 LARGE BOULDER AVERAGE DIAMETER 3.5' 12 PM 9 PO 1 CV 3 IV 1 HV — 6" COMMERCIAL GRADE STEEL EDGE 8 IV LAWN AREAS TO REMM4 -� 0 L- SMALL BOULDER AVERAGE DIAMETER 2.5' LARGE BOULDER 3 PO 2 IV 2 PO ' 2 PM 3 PM 1 PO 1 HQ 3 PM NATIVE GRASSES AND WILDFLOWERS ROCK OUTCROPPING PLANTS TO BE PLANTED BETWEEN WILLOW CREEK STONES WITHIN FIRST 4' OF ROOF EDGE 6" COMMERCIAL GRADE STEEL EDGING w 41 C� FT2 4 IV 7 RA ' IV- �' PEf�FCSRAT D—PVC-1�i� 6iFIHfPE CONNECT TO ELEVATOR ROOF RAINS NORTH PAVILION III�� IIIN I �IIII _�Illl� w L31 N 0 10 20 40 I I I 4-8" NATIVE RIVER COB E WITH LARGER ROCKS I UNDER ROOF AREA, TYPICAL f— 2—t �— 3 PO j� EXCAVATE PLANTING BEDS o 41 TO 18" ANDREPLACE WITH o a SPECIFIED TOPSOIL, TYPICAL 1 CV a 5 PM 1 PO I LARGE BOULDER 229 FT2' AVERAGE DIAMETER 3.5' WILLOW CREEK BUILDING STONE SET HORIZONTAL, TYPICAL - o v WILLOW CREEK BUILDING STONE �Q o SET VERTICAL, SEE DETAIL Ia — 3 IV F167 4-8" NATIVE RIVER COBBLES UNDER ROOF AREA, TYPICAL 4 d d.. !A °.. e LIMITS OF R.00F d'' OPVERHA,NG„'SEE ARCH. P"�A° NSI .. 4 .d $ .e 4 ° 4 .°. e 4 ° NORTH ELEVATOR TOWER LANDSCAPE DETAIL 1 "=10' 0 1 5 1 SMALL BOULDER AVERAGE DIAMETER 2.5' — 1 HQ 7 PM NATIVE GRASSES AND WILDFLOWERS 6" COMMERCIAL GRADE STEEL EDGE 5 IV ;ll 4 IV — 24 RA 4 4 44 e ° e , ' � '. � � . ° �° .. a d' � ° . ° ° e 4 d 12 RA ° .. .4.rJ . °4 ..4 ° d ° da e 4 a o d 44 ' Id\/. \L = a I V 2 RA EXCAVATE PLANTING BEDS TO 18" AND REPLACE WITH SPECIFIEp TOPSOIL, TYPICAL Q 5 110 20 PATIO LOOKOUT LANDSCAPE DETAIL 1 "=10' 1 PARKING ELEVATOR AND STAIR CHARLOTTSVILLE-ALBEMARLE AIRPORT CLIENT 100 BOWEN LOOP #200 CHARLOTTESVILLE, VIRGINIA LANDSCAPE ARCHITECTURE 434.882.3420 I 434.466.4422 ANHOLDLA.COM LANDSCAPE PLAN �p,LTH 0 U DAVID T. ANHOLD Lie. No. 00311 APE N REVISION: NO. DESCRIPTION DATE 1 ARB SUBMISSION 12/31 /20 2 ARB/SITE PLAN SUBM 3/18/21 SCALE: AS NOTED SHEET NAME: LANDSCAPE PLAN SHEET NUMBER: L1.00 DATE: MARCH 18, 2021 ©Anhold Associates 2020 PLANT MATERIALS ROOT/ SPACING/ SYMBOL SCIENTIFIC NAME COMMON NAME NO. SIZE CONT. NOTES TREES CV CHIONANTHUS VIRGINICUS FRINGETREE 5 8'-10'HGT B&B AS SHOWN HV HAMAMELIS VIRGINIANA WITCH HAZEL 3 6'-8'HGT B&B AS SHOWN SHRUBS HQ HYDRANGEA QUERCIFOLIA OAK LEAF HYDRANGEA 6 4'-5'HGT #7 CONT AS SHOWN IV ITEA VIRGINICA "HENRY'S GARNET" SWEETSPIRE "HENRY'S GARNET" 87 2'-3'HGT #3 CONT AS SHOWN PM PHOTINIA MELANOCARPA BLACK CHOKEBERRY 59 T HGT #3 CONT AS SHOWN PO PHYSOCARPUS OPULIFOLIUS "NUGGET" NINEBARK "NUGGET" 30 3'-4'HGT #7 CONT AS SHOWN RA RHUS AROMATICA "GRO-LOW" FRAGRANT SUMAC "GRO-LOW" 59 1'-3' HGT #3 CONT AS SHOWN MEADOW PLANTS - GRASSES AV ANDROPOGON VIRGINICUS BROOMSEDGE 350 PLUG 20" OC DS DANTHONIA SPICATA POVERTY OAT GRASS 350 PLUG 20" OC SS SCHIZACHYRIUM SCOPARIUM LITTLE BLUESTEM 665 GALLON 20" OC MEADOW PLANTS - FORBS AC ALLIUM CERNUM NODDING ONION 50 PLUG 12" OC, PLANT IN GROUPS OF 5 TO 9 AS ASCLEPIUS SYRIACA COMMON MILKWEED 50 PLUG 12" OC, PLANT IN GROUPS OF 5 TO 9 AT ASCLEPIUS TUBEROSA BUTTERFLYWEED 50 PLUG 12" OC, PLANT IN GROUPS OF 5 TO 9 AV ASCLEPIUS VERTICILLATA WHORLED MILKWEED 50 PLUG 12" OC, PLANT IN GROUPS OF 5 TO 9 BT BAPTISIATINCTORIA YELLOW WILD INDIGO 50 PLUG 12" OC, PLANT IN GROUPS OF 5 TO 9 CID CAREX PENSYLVANICA PENNSYLVANIA SEDGE 50 PLUG 12" OC, PLANT IN GROUPS OF 5 TO 9 CF CHAMAECRISTA FASCICULATA PARTRIDGE PEA 50 PLUG 12" OC, PLANT IN GROUPS OF 5 TO 9 CL COREOPSIS LANCEOLATA LANCELEAF TICKSEED 50 PLUG 12" OC, PLANT IN GROUPS OF 5 TO 9 CV COREOPSIS VERTICILLATA THREADLEAF COREOPSIS 50 PLUG 12" OC, PLANT IN GROUPS OF 5 TO 9 JT JUNCUS TENUIS PATH RUSH 50 PLUG 12" OC, PLANT IN GROUPS OF 5 TO 9 MF MONARDA FISTULOSA WILD BERGAMONT 50 PLUG 12" OC, PLANT IN GROUPS OF 5 TO 9 MP MONARDA PUNCTATA SPOTTED BEE BALM 50 PLUG 12" OC, PLANT IN GROUPS OF 5 TO 9 OF OENOTHERA FRUTICOSA COMMON SUNDROPS 50 PLUG 12" OC, PLANT IN GROUPS OF 5 TO 9 PA PACKERAAUREA GOLDEN GROUNDSEL 50 PLUG 12" OC, PLANT IN GROUPS OF 5 TO 9 PT PYCNANTHEMUM TENUIFOLIUM NARROW -LEAF MOUNTAIN MINT 50 PLUG 12" OC, PLANT IN GROUPS OF 5 TO 9 PI PYCNANTHEMUM INCANUM HOARY MOUNTAIN MINT 50 PLUG 12" OC, PLANT IN GROUPS OF 5 TO 9 RH RUDBECKIA HIRTA BLACK-EYED SUSAN 50 PLUG 12" OC, PLANT IN GROUPS OF 5 TO 9 SS SOLIDAGO SPECIOSA SHOWY GOLDENROD 50 PLUG 12" OC, PLANT IN GROUPS OF 5 TO 9 SC SYMPHYOTRICHUM CONCOLOR EASTERN SPRING ASTER 50 PLUG 12" OC, PLANT IN GROUPS OF 5 TO 9 SL SYMPHYOTRICHUM LAEVE SMOOTH ASTER 50 PLUG 12" OC, PLANT IN GROUPS OF 5 TO 9 ROCK OUTCROPPING PLANTS HV HEUCHERA VILLOSA ROCK ALUMROOT 50 PLUG 12"OC, BETWEEN ROCKS HT HYLOTELEPHIUM TELEPHIOIDES ALLEGHENY STONECROP 50 PLUG 12"OC, BETWEEN ROCKS ST SEDUM TERNATUM WOODLAND STONECROP 75 PLUG 12"OC, BETWEEN ROCKS PLANTING SCHEDULE EXISTING TERMINAL LEVEL ACCESS ROAD PAVEMENTS HAND PLACED 4" - 8", AVERAGE DIAMETER NATIVE RIVER COBBLES. SWEEP IN FULL DEPTH STONE DUST AFTER COBBLE PLACEMENT, TYPICAL 4" OF COMPACTED VDOT 21A AGGREGATE ON COMPACTED SUBGRADE. TYPICAL. GEO-TECHNICAL FILTER FABRIC ON ALL EARTH SUBGRADE SURFACES. TYPICAL. County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp Hi-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: 0 Trees to be saved; ® Linnits of clearing (outside dripline of trees to be saved); M Location and type of protective fencing; ❑ Grade changes requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the Linuts of clearing. 2. Markings: ® All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ❑ No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: ❑ Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: Ig) Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: ® Such devices shall not adversely affect trees to be saved, 6. Fires: ® Fires are not pennitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: M Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: ❑ Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ❑ Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail subrrritted for approval. 10. Tree Walls: ❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided, and a construction detail submitted for approval. 11. Trenching and Tunneling: M When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as ail alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: M Protective fencing shall be the last items removed during the final cleanup. 13, Damaged Trees: ® Damaged trees shall be treated immediately by pruning, fertilization or other methods recorrunended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION G ao/ REQUIREMENTS. 12/10/2020 OWNER SIGNATURE CONTRACT PURCHASER SIGNATURE (DATE) (DATE) 5/1/06 Page 1 of 1 CONSERVATION PLAN CHECKLIST N.T.S. NEW ELEVATOR CANOPY COLUMN SHOWN BEHIND. SEE ARCHITECTURAL PLANS TOP OF NEW ELEVATOR BRIDGE WALKWAY. RAILINGS ARE NOT SHOWN. FACE OF NEW ELEVATOR STRUCTURE WALL APPROXIMATE EXISTING TOP OF EXISTING STAIR CHEEKWALL SHOWN GRADE. CONTRACTOR TO BEHIND. STAIR RAILINGS ARE NOT SHOWN. VERIFY, TYPICAL. LARGE AND MEDIUM BOULDERS PLACED ON STONE DUST BED. LOCATE AS SHOWN ON THE LANDSCAPE PLANS. STABILIZE WITH \ GROUT AS REQUIRED. 0 � \ TOP OF EXISTING STAIR 4" -5" THICK WILLOW CREEK FIELD STONE. LANDING. LAY HORIZONTAL ON 1" BED OF STONE \ APPROX DUST. MAXIMUM 2" VISIBLE JOINTS. . VERTICAL STONE FACE OF STONE SHALL FOLLOW EXISTING AND/OR \ WIDTH=1'-O" PROPOSED GRADES. SEE CIVIL PLANS. SWEEP STONE DUST BETWEEN ALL JOINTS. \ APPROX. OO VERTICAL STONE ..; WIDTH=1'-O" -------------L-- - WILLOW CREEK FIELD STONE. MORTAR VERTICAL INTO CONCRETE FOOTER. TWO - 6 IN. DIA. CONCRETE STABILIZATION POSTS WITH #4 REBAR FOR EACH BOULDER THAT IS PLACED ON THE -� ry 1,_2„ - CONCRETE FOOTER. TYPICAL. SOLID MORTAR BED. ALIGN WITH TOP OF STONE AREA SLOPE. TYPICAL. >� 2, 2" ' 1 111 CONCRETE FOOTER TYPICAL 4" OF COMPACTED VDOT 21A WITH 6X6-W1.4 X 1.4 WELDED AGGREGATE ON COMPACTED ° WIRE REIN. FABRIC. SUBGRADE, TYPICAL. 'JIIL 1'-2" 611 2'-2" O � FOOTER C.L. TO C.L. WIDTH - VARIES. SEE PLANS FOR VDOT #57 AGGREGATE o EXACT LAYOUT. `- WRAPPED IN GEO-TEXTILE FILTER FABRIC 4" DIA. SCH. 40 PERFORATED PVC DRAIN PIPE. CONNECT TO BLDG, ROOF DRAINS GROUNDCOVER STONE SECTION DETAIL NEW RETAINING WALL AND SIDEWALK PAVEMENTS. SEE CIVIL & ARCH. PLANS SECTION VIEW Groundcover plants to be triangularly spaced. Mulch. Pavement. PLAN Notes: 1- See planting legend for species, size, and spacing dime 2- Small roots (/4" or less) that grow around, up, or down tl normal condition in container production and are acceptable however they should be eliminated at the time of planting. Roots on the periphery can be removed at the time of planting. 3- Settle soil around root ball of each grotundcover prior to mulching. HERBACEOUS PLANT DETAIL 3/4"=1' Notes: 1- Trees shall be of quality prescribed in crown observations and root observations details and specifications. 2- See specifications for further requirements related to this detail. Trunk caliper shall meet ANSI Z60 current edition for root ball size. Root ball modified as required. Round -topped soil berm 4" high x 8" wide above root ball surface shall be centered on the downhill side of the root ball for 240°. Berm shall begin at root ball periphery. 2" layer of mulch. No more than 1" of mulch on ,! • top of root ball. (See specifications for mulch).' r s,!;, Existing soil. -got crown at or above finished grade 'thick layer of mulch. nished grade. inimum burial 5" into soil. ant roots to be undamaged. Kcavated and replaced soil. Kisting soil. ...:IIII If1MINE III=111=111 1151111110 • 111=1101111 111=I�=111=1 ' ' .a111=111=111=111' _ �1=111=111=111=111=1 3x widest dimension of root ball SECTION VIEW TREE ON SLOPE 5% (20:1) TO 50% (2:1 1/2" =1'-0" Central leader. (See crown observations detail). Original slope should pass through the point where the trunk base meets substrate/soil. Prior to mulching, lightly tamp soil around the root ball in 6" lifts to brace tree. Do not over compact. When the planting hole has been backfilled, pour water around the root ball to settle the soil. Loosened soil. Dig and turn the soil to reduce the compaction to the area and depth shown. Slope sides of loosened soil. Original grade. Bottom of root ball rests on existing or recompacted soil. 2" layer of mulch. No more than V of mulch on top of root ball. (See specifications for mulch). q� Original slope should C/�W Shrub. pass through the \ point where the trunk\� meets substrate/soil. Rootball. Round -topped soil berm 4" high and 8" wide above root ball surface shall be centered on the downhill side of the root ball for 240°. Berm shall begin at root ball periphery. Prior to mulching, lightly tamp soil around Slope sides of „ loosened soil. a a "° ` e the root ball in 6 lifts to brace shrub. Do -�, - not over compact. When the planting hole \ ; r'; has been backfilled, pour water around the Loosened the soil. Dig - :i and turn the soil to \° - root ball to settle the soil. �. ° . �,:: reduce the compaction to the ° area and depth shown. 11 Bottom of root ball _ Existing soil. rests on existing or recompacted soil. 3x's widest dimension of root ball. 1 SECTION VIEW Notes: 1- Shrubs shall be of quality as prescribed in the root observations detail and specification. 2- See specifications for further requirements related to this detail. PARKING ELEVATOR AND STAIR CHARLOTTSVILLE-ALBEMARLE AIRPORT CLIENT 100 BOWEN LOOP #200 CHARLOTTESVILLE, VIRGINIA LANDSCAPE ARCHITECTURE 434.882.3420 ( 434.466.4422 ANHOLDLA.COM LANDSCAPE PLAN p,LTH OF UO DAVID T. ANHOLD 9 Lic, No. 00311 w S ��CAP E REVISION: NO. DESCRIPTION DATE 1 ARB SUBMISSION 12/31 /20 2 ARB/SITE PLAN SUBM 3/18/21 SCALE: AS NOTED SHEET NAME: LANDSCAPE DETAIL SHEET NUMBER: L2.00 SHRUB ON SLOPE 5% (20:1) TO 50% (2:1 3/4" =1'-0" ©Anhold Associates 2020 DATE: . MARCH 18, 2021 �Y ATCT 7' �Mmm 0 _ m- A 1 R P O R T n CFI z _O J Q D 0 v / ITI 1 rA 1TPY\/ r1% A % /11 1 d1%& 1 d 1/1r11T-1 1 rd ITr1%%/ PY A 1% 111 1/1A 1 EXISTING TERMINAL EXISTING DROP OFF CANOPY Q r z O_ J_ Q n 2 ry 'A�r' O z VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. Charlottesville - Albemarle Airport (CHO) Sheet Al: Site Plan - Option B W A t - ALBER11 & BRIGHT A PSH + ?p?N.FOuS}iEESfFfFEt mCmmomD. VA 23220 i►Aone:844.�?3.1g00 Nww.P514µlu4 cum Copyright 2020 - PSH+ Use of this work in whole or in part if forbidden without expressed written consent 't ( Zv I -M EXISTING GRASS SLOPE 00 10' r 20' EXISTING S1 TO REMAIN 'W\ \ \ Charlottesville - Albemarle Airport (CHO Sheet A2: Level 2 - Option B EXISTING GRASS SLOPE NEW ELEVATOR i I � VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. '1'ALBERT 6z BRIGHT PSH t xaJ N. FousHeCsFaefr MCHMOND, VA 23220 Fthane:8�4.623.79a0 www-psi4p to com Copyright 2020 - PSH+ Use of this work in whole or in part if forbidden without expressed written consent lV EXISTING GRASS SLOPE PARKI I JG 00 10� 20� 1 0 "MJPPPPPF- A 1 R P O R T M EXISTING STAIRS TO REMAIN I DECORATIVE STONE OR HARDSCAPE v I 0 z I I I I I I I I I I I I I I ®"N S Y3 I I Charlottesville - Albemarle Airport (CHO) Sheet Al Level 1- Option B VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. EXISTING GRASS SLOPE TALBEID."'.r, & BRIGHT A PSH + .?0:+M.FOus}1e6sFpEEr 141CHM01111, 'JA 21216 F*hnne:80t.673.2900 www P514phit trim Copyright 2020 - PSH+ Use of this work in whole or in part if forbidden without expressed written consent LV VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 32'-0" EAST ELEVATION 1: 11 A 1 R P O R T f -I NORTH ELEVATION 58'-5" CURB TO CURB !.e€ �fa.�•' d Fa.• I,�.r ,� .�: � rr. i�l �iill�'�� if�ltft I116 Of s L/ 'l ,r .f 32'-4" Charlottesville - Albemarle Airport (CHO) Sheet A4: Elevations - Option B 104'-6" .L...LBE'R"jr. & BRIGHT A;PSH+ td?N.FOUSHEESfRfEt AICHMOND. VA 23220 F*hont:844.623.I900 WWW.P511phla torn Copyright 2020 - PSH+ Use of this work in whole or in part if forbidden without expressed written consent 81 941-811 CROSS SECTION - LOOKING EAST LONGITUDINAL SECTION @ CROSS WALK - LOOKING NORTH L EXISTING STAIR + RAILING TO REMAIN VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. Charlottesville - Albemarle Airport (CHO) Sheet A5: Sections - Option B Q R T I V A -r & BRIGM L ""' EIR r A PSH + 107M.FGLAHEESfREEf MCHMOND. VA 23220 Phone: 584.11?3.79Q0 ww-ey P511p111,3 rnm Copyright 2020 - PSH+ Use of this work in whole or in part if forbidden without expressed written consent 0 cY) M 00 10, 20' UPPER LEVEL CEILING PLAN (TYP. @ 2) G LOWER LEVEL CEILING PLAN (TYP. @ 2) /-%LVIVIII V VIVI VVIV11 VVI 1 L IVI!', 1 L1 Nlf-%L SOFFIT PANELS VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. Charlottesville - Albemarle Airport (CHO) Sheet A6: Ceiling Plans - Option B 'REFINISHED METAL PANELED ;EILING (MATCH EXISTING) i/ LED DOWNLIGHTS WON W K FOUSHEESTREET AICHMOND. VA 23220 Phone:804.623.2900 r VVW PSHPluo tom A I R P O Copyright 2020 - PSH+ Use of this work in whole or in part if forbidden without expressed written consent MMOPPW' c: ii Ic • • Charlottesville - Albemarle Airport (CHO) Sheet A7: Parking Perspective View - B VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. TALBERT & BRIGHT w\ PSH t ?47 N. F4u5r1EE SFFIEEt ASCHMOND, VA 23220 Pi►ona:80t.6?3.7904 iftWww.P514p1110 cone Copyright 2020 - PSH+ Use of this work in whole or in part if forbidden without expressed written consent 0 4. 1� 1 1 1 s J - Charlottesville - Albemarl Sheet A8: Axonometric - e Airport (CHO) North Pavilion VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. TALBERT 6t BRIGHT WnE PSH + 147 N. Fbt15HE6SfREEi AICHMOND. VA 23220 F*none:894.623.7940 WWW.P514p111a torn Copyright 2020 - PSH+ Use of this work in whole or in part if forbidden without expressed written consent VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. Charlottesville - Albemarle Airport (CHO) Sheet A9: Axonornetric South Pavilion I TALBEI'19.tr 6z BRIGHT M" PSH + 107N.F4USHE6SFREET FP a N9CriMt?AtO. VA 23220 PRone:84A.B23.7904 MWW PSHP1114 trim Copyright 2020 - PSH+ Use of this work in whole or in part if forbidden without expressed written consent i s Jt, •" a uwwie- ..... .:.An -�±rr „sre-r»"e"r- ...» wwtrw.t�-. . . aFw - „».+"ec ilk.» �•d-++Mw";,,;; .'*a*...rw. �` anrYn liwmwrirrn'" _' � �. ...s�....."",..+:in+nrn®r:�w.r.+rr®�r—r'w"s.�Yihrrr i1rlrWMrl1� .....•'•. Y a }.. 7! 4 VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 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