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SDP202100051 Plan - Revision 2021-09-20
CD 3 Lo U N O i N N a o W v a�$ CHARLOTTESVILLE ALBEMARLE AIRPORT CHARLOTTESVILLE iVIRGINIA W 0 PARKING LOT L VATOR & STAIR R PLAC M NT c� z w N ^ 6 prepared for II IllIuIIIuIIulIuuuuwulouuIIu°ljVIIIV IIIII IlIIuuIulpuluuI uIIIIII uluIluIluIluIllIlllIllpI upll l u I IIIIIIIIII IIa II Iglllll IIII I I III I uuuuuw YI IIIIIII u�uuuuIgIl I uuuuuw qI I III IC I IIIIIII I I luiulllIl° I uuuuuw iI IIIIIII I ulllllluuul III uuuuIlllqI UpII ulllq uIiuIiIuI l uu IIlIlIlIlIlI u uIlIlIlIlI lu Cpg I I ImIIIuII ll I IIlIlIlIlIlI u IVu II bI IuI lI l II ulllll uuullilulam PROPERTY INFORMATION OWNER: CHARLOTTESVILLE-ALBEMARLE AIRPORT AUTHORITY MEUNDA CRAWFORD, EXECUTIVE DIRECTOR ADDRESS: 100 BOWEN LOOP, SUITE 200 CHARLOTTESVILLE, VIRGINIA 22911 PHONE: 434-973-8342 ZONING: RA, U, EC, ALA, MANAGED STEEP SLOPES TAX MAP NO.: 32 PARCEL NO.: 10 HANDICAP PARKING SPACES REQUIREMENTS TYPE OF PARKING NO. OF SPACES HANDICAP SPACES PASSENGER: LONG TERM` 745 SHORTTERM 108 ECONOMY 132 OVERFLOW 201 TOTAL 1,186 22 EMPLOYEE: PROPOSED 147 FUTURE 21 TOTAL 168 6 TOTAL REQUIRED: 28 HANDICAP: EXISTING 25 PROPOSED 3 TOTAL PROVIDED: 28 *NOTE: SDP2014-=19 IDENTIFIES 748 SPACES, WHILE SDP2021.Ml REQUIRES A NET REDUCTION OF 3 SPACE& QUANTITY SCHEDULE Al P PROJECT NO. 31nall5l ,,,0004,,,,051 ,,,2020 SPEC. AS -BID AS -BUILT NO. DESCRIPTION UNIT TOTAL TOTAL 1 C-105 MOBILIZATION LS 1 2 VA-302 4" PVC SCHEDULE 80 DRAIN PIPE LF 100 3 VA-302 6" PVC SCHEDULE 80 DRAIN PIPE LF 250 4 VA-302 8" PVC SCHEDULE 80 DRAIN PIPE LF 450 5 VA-303 EARTHWORK LS 1 6 VA-303 TEMPORARY SILT FENCE TYPE A LF 700 7 VA-303 INLET PROTECTION TYPE B EA 2 8 VA-309 AGGREGATE BASE MATERIAL NO. 21AIB TN 160 9 VA-309 AGGREGATE MATERIAL NO. 57 TN 130 10 VA-315 ASPHALT CONCRETE SM-9.5A TN 70 11 VA-502 CURB CG-3 LF 230 12 VA-502 CURB RAMP CG-12 EA 4 13 VA-504 HYDRAULIC CEMENT CONCRETE SIDEWALK (5' SY 410 14 VA-506 24" TALL RETAINING WALL, RW-2 WITH BRICK TREATMENT & LIMESTONE CAP LF 50 15 VA-508 DEMOLITION OF ASPHALT PAVEMENT SY 450 16 VA-512 GROUP II CHANNELIZING DEVICE EA 30 17 VA-512 TYPE III BARRICADE EA 1 18 VA-512 TEMPORARY PAVEMENT MARKER TWO-WAY ARROW EA 5 19 VA-512 ERADICATION OF EXISTING PAVEMENT MARKING SF 250 20 VA-602 TOPSOIL CLASS B (4") CY 190 21 VA-603 SEEDING (HYDROSEED APPLICATION) SY 1,700 22 VA-700 LIGHTING POLE AND FOUNDATION LP1 EA 2 23 VA-700 FRANGIBLE SIGN POST BASE EA 2 24 VA-700 JUNCTION BOX JB-R1 EA 2 25 VA-700 JUNCTION BOX JB-S3 EA 11 26 VA-700 CONDUCTOR CABLE LF 15,500 27 VA-700 1" PVC SCHEDULE 40 CONDUIT LF 2,170 28 VA-700 2" PVC SCHEDULE 40 CONDUIT LF 370 29 VA-700 TRENCH EXCAVATION LF 2,540 30 VA-700 BORED 1" SDR-11 CONDUIT LF 1,700 31 VA-700 BORED 2" SDR-11 CONDUIT LF 300 32 VA-704 PAVEMENT LINE MARKING (4", TYPE A OR B-1) LF 500 33 VA-704 PAVEMENT LINE MARKING (6", TYPE A OR B-1) LF 500 34 PSP-14 SHORING PLAN LS 1 35 PSP-15 MISCELLANEOUS DEMOLITION LS 1 36 PSP-16 TEMPORARY CONSTRUCTION FENCE AND FENCE WRAP LS 1 37 PSP-17 TEMPORARY WAYFINDING SIGNAGE LS 1 38 PSP-18 TEMPORARY ORANGE PLASTIC CONSTRUCTION FENCE LF 275 39 PSP-19 IN -ROAD WARNING LIGHT SYSTEM AT CENTRAL CROSS -WALK LS 1 40 PSP-19 IN -ROAD WARNING LIGHT SYSTEM AT NORTH CROSS -WALK LS 1 41 PSP-19 IN -ROAD WARNING LIGHT SYSTEM AT SOUTH CROSS -WALK LS 1 42 PSP-20 LANDSCAPING LS 1 43 PSP-21 OFFICE TRAILER MO 7 44 PSP-22 DRAINAGE CLEANOUT EA 5 45 PSP-23 4" UNDERDRAIN LF 225 46 PSP-24 RAILING FOR IN -FILL OF MASONRY WALL EA 3 47 PSP-25 NORTH AND SOUTH ELEVATOR PAVILIONS (ARCHITECTS PLAN SET) LS 1 48 PSP-29 PIPE BOLLARD EA 4 49 PSP-30 FIRE HYDRANT SIGN EA 1 ALTERNATE NO. 1 50 PSP-26 CREDIT FOR NO DEMOLITION OF FLANKING STAIRS AT EXISTING ELEVATOR LS 1 TBI PROJECT NO. 2215illibill 902 SDP2021 biblI00051 (MINOR SITE PLAN AMENDMENT TO SDP2O14-00019) APRIL 2021 I G H M cove s �- 22 / 72s 22 fingers 257� nley e Boston Glen x s � 707 ess, + 721 FneV z iB 650 N° �� s atal a s M� ` 613 q2 s 40 W doves . 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Fork F'rfe eus seland4 zs Howardsv,lle James `*-+yY Breen s Union ( 655 hipman r n lufl RS4e� Geor s s 6rv2 New aver e s r1 fi26 p= tir Coll amm� s ) 45 ✓. se�o mx•y Amn on > r q• Arvania g 4 4 WesrCO 655 le x� fi26 7t5 _ 690 S cmmpu 600 4 655 s 64] rr a '' s • �svill s '2ya s 1 x w. e engine cumberbnd r 684 \ No oil s 610 / forest z 6 a 626 sr Z 5fi ru 6oz 10 15 a /,r'v� � ' Tmnhol 4 a x e 6D5 B U C K II N G H x M 622 _) szs , s P 0 s IBuckin ha 657 x stone • 9 bwr Pie 622 P ro ( 45 4 1002 0 Mt. Rush x I Dillwyn� VICINITY MAP SCALE: VI MILES (APPROXIMATELY) CHO A I R P O R T BUILDING CODE DATA APPLICABLE CODE: 2015 VIRGINIA UNIFORM STATEWIDE BUILDING CODE ARB REFERENCE THE PARKING LOT ELEVATOR & STAIR REPLACEMENT PROJECT, ARB-2021-06, WAS APPROVED BY THE ALBEMARLE COUNTY ARB ON APRIL 22, 2021. THE CERTIFICATE OF APPROPRIATENESS IS ON FILE AT THE CHARLOTTESVILLE-ALBEMARLE AIRPORT. SHEET INDEX NO. TITLE C1 COVER SHEET C2 GENERAL LAYOUT & NOTES C3 PHASING PLAN - PHASE I C4 PHASING PLAN - PHASE II C5 PHASING PLAN - PHASE III C6 DEMOLITION PLAN C7 SITE PLAN C8 GRADING & DRAINAGE PLAN C9 PAVEMENT DETAILS C10 RETAINING WALL & DRAINAGE DETAILS C11 MISCELLANEOUS DETAILS C12 SEDIMENT & EROSION CONTROL NOTES & DETAILS El NORTH AND SOUTH ELEVATORS PARTIAL PLAN - LIGHTING PHOTOMETRICS E2 PARTIAL SITE PLAN - PHOTOMETRICS E3 LIGHTING DETAILS E4 ELECTRICAL DETAILS Li LANDSCAPE PLAN L2 LANDSCAPE DETAILS AR01 ARCHITECTURAL: NORTH PAVILION PERSPECTIVES AR02 ARCHITECTURAL: SOUTH PAVILION PERSPECTIVES REF #1 SDP-2014-00019: SHEET 1 REF #2 SDP-20144=19: 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 SET NO. DATE D U) Fo Z cl 0 O U Z O U N Q s~ r~-H 5 _Cd0 Q � � n�Cq w I r �1 1 > _` ) �I 0 r MM coO � wz a I/sII W / r~-1 `V 32 0 a 11-4 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. ALTH Off+ Dl+P CHR TOPH ,JA�GEF Lic. No. 039401 '��� H-y-4Zo2�•' �SSIONAL �� Date APRIL 2021 Scale NONE Drawn REK Checked CRJ Project No. 2215-1902 Sheet No Of CZ I EXISTING STORMWATER • /' " BENCHMARK SCHEDULE MANAGEMENT BASIN �'', • -\...ST. ♦ � _/� , , , �,� ���: �_�:�:�� ��� STATION OFFSET BASELINE NORTHING FASTING ELEVATIONS 1 I 1 1 1 I 1 I 1 I 1 I 1 1 I 1 1 I I 1 1 I 1 1 I B 1511M "0. MW c� 3 0 z w CD N 0 rn I N 04 1 I 1 1 I 1 1 �' PI I p1 1 I p1 I 1 I ITR TI CONS UC N O OFFICE TRAILER 1 C I 1 1 1 STAGING & LAY DOWN AREA 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. G8. AT NO TIME SHALL THE CONTRACTOR (MEN, EQUIPMENT, AND/OR SUBCONTRACTORS) GO INSIDE OF THE AIRCRAFT OPERATIONS AREA. G9. 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 AREA DESIGNATED BY THE ENGINEER/ OWNER. AT THE END OF EACH WORK DAY THE CONTRACTOR SHALL 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 THE BASELINE AND ALL ITEMS NECESSARY 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. . ANY LISTED MANUFACTURERS G1 8 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. 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 1 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 PHONE NUMBERS SHALL BE PROVIDED TO THE AIRPORT MANAGEMENT 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. S6. 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 1500.00 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 SCHEDULE IDENTIFYING MAJOR TASK ITEMS 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 AIRPORTS 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. P6. OVERALL PHASING OF THE PROJECT REQUIRES CONSTRUCTION OF THE SOUTH ELEVATOR PAVILION FIRST, FOLLOWED BY CONSTRUCTION OF THE NORTH ELEVATOR PAVILION, AND LASTLY DEMOLITION OF THE EXISTING CENTRAL ELEVATOR AND STAIRS. BOTH OF THE NEW ELEVATORS SHALL BE OPERATIONAL BEFORE THE EXISTING ELEVATOR IS TAKEN OUT OF SERVICE. - SF - sF - SILT FENCE (SF 3.05) 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. C6. PAVED RIPRAP OR STABILIZATION MAT LINED DITCH MAY 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. C8. 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 w h 2 w Cis Cq Q Cq � Q CJ O Q 0 r--I 1� D co a) wz oa 1.4 i-1 CIS a o 0 FLo a 87 M Design Professional's electronic or digital seal or signature is effective 9 9 only as to that version of this document as originally published by Design Professional. Design Professional is not responsible for any subsequent uent modification corruption,or unauthorized use of such document. To verify the validity or applicability of the seal or signature,contact Design Professional. O�ALTH 0;,' CHR TOPH Lic. No. 039401 k-y-Zo2�' IONAL Date APRIL 2021 Scale 1 "=100' Drawn REK Checked CRJ Project No. 2215-1902 Sheet No. C2 Of 81 TEMP. CONSTRUCTION FENCE WITH MOUNTED EB PEDESTRIAN WAYFINDING DO n U r1 TERMINAL BUILDING 3 3 TMP 32-10 / RLE CHARAIRPORT AUTHORITY AIRPORT AUTHORITY D.B. 818 P. 210 DURING CONCRETE WORK, 2 . ' ' CRANE WORK; ETCH... 'B.OWE . LOOP_ - .. . , � SSMH STOP ' re 617.99 FLAG LL LP W/BASE © LP POLES CONCRETE AND U BSW BSW BRICK STAIRS W/ METAI JbWRAII, _ I BRICK STAIRS LP W/BASE LP W/BASE CONCRETE AND BRICK STAIRS W/ METAL HANDRAILS S w LP W/BASE LP W/BASE ❑ CG-3 LP W/BASE . � LP AlW/BSIGN. SEE PFIA84RS NOTE 9. LP LP W/BASE - . 16'. OU LE SWI. G. AT F R ON RA TO ACES .ASPHALT. ASE x ° CSW CG-3 X _ .STA il+00' � I x . O CSW BSW 1x1 CSW E p P E � .. TREE EB © ❑ LP R - _ �J S CO IN CONCRETE BSW CSW I ASPHALT . CG-3 .... CO IN CONCRETE ° CSW CG-3 � 6TREE70 605.80 o 6WE472 OS - - . . FAIRS TO REMAIN. OPEN. DURING. BOLLARDS THIS PHASE. Lab . -srA iB+oo .$TA7+00 .-BAeelE,'C . . . . $TA.1QN00 w . sra Atoo - STAf8M0 .'BA18�eC' STAf2+00' ..w . 8TA11r00 . . . . STA 10+00 . .NORTH 3937985.89455 EAST 11497474.60304 ! I 'NOrtTll 3938356.50992. EAST 1i¢976zs.oe55s . ELEVATOR AND STAIRS TO REMAIN NORTH 3938727.12329 - EAsr 497Y75s6aas 'Bev 604.95. • .•. E v 60448 P N'D RI . G T IS HA E. Elev 604.23' x TY E3 .A RIC DE' T I Concrete Q L.. W1 1'L' R E N N U SG O P Pad . CEIIT O DRI E ISL Elec . X is.. W�. x x x x x. x ERADICATE PARKING STALL LINES TO ERADICATE PARKING STALL LINES TO . . .. .... ...... ...... CREATE A DRIVE.THROUGH LANE, ... . . . MP. CREATE'A DRIVE THROUGH LANE.. . .[PAVE. PAVE M ENT . . PLACE .TWO-WAY ARROW MARKER IN . FENCE WITH MOUNTED.... . PLACE TWO-WAY ARROW MARKE�IN . .. . . ..... r P A VEWENT] . . t .MIDDLE'. SEE PHASING NOTE 10. , PEDESTRIAN WAYFINDING .' . MIDDLE: SEE PHASING.NOTE'10..' . . . . . . .. . . . . . . . SIG : SE P . ASI G E 9.. . 30' 0 30 60' 1 "=30' scale feet . . . ....' . PHASING NOTES: . ....'. .. '. '. .....,., .. '. _ '. '. '. .. ,'. .', '. .. 1.CONTRACTORT IVEAIRP AIRPORT EMENTANDEN ENGINEER ADVANCEDNOTICE O G O G G S C PARKING SPACES IMPACTED THIS PHASE = SZ .. '. OF INTENT TO COMMENCE CONSTRUCTION OPERATIONS. AIRPORT MANAGEMENT WILL c . . THEN PROVIDE NOTICE TO AUTOMOBILE OWNERS OF PARKING AREA CLOSURES. 2. CONTRACTOR TO GIVE AIRPORT MANAGEMENT 7-DAYS ADVANCED NOTICE OF TERMINAL PHASINGPLAN - PHASE 1 (SOUTH ELEVATOR PAVILION) ORANGE TRAFFIC BUILDING MECHANICAL ROOM ACCESS AND WORK WITHIN SECURED AIRPORT SCALE: 1 "=30' BARREL IDENTIFICATION AREA (SIDA) FOR COORDINATION OF REQUIRED ESCORT. 3. CONTRACTOR SHALL MAINTAIN POWER TO EXISTING ROADWAY AND PARKING LOT LIGHTING AT ALL TIMES. TEMPORARY JUMPERING OF LIGHTING CIRCUITS MAY BE � 30 45° REQUIRED. WHITE 4. PHASING PLAN IS SET UP BASED UPON CONTRACTOR WORKING THE CONSTRUCTION JOB EFLECTIVE BAND FROM THE PARKING LOT UP AND NOT FROM THE LOOP ROAD DOWN. THE LOOP ROAD BAND SHALL REMAIN OPEN TO VEHICLE TRAFFIC AT ALL TIMES. ONLY TEMPORARY CLOSURES 5 it 8 to 12 Inches MAY OCCUR ALONG 1 THROUGH LANE OF THE LOOP ROAD DURING CONCRETE MIN.ir DELIVERIES, CRANE WORK, ETC. TEMPORARY LANE CLOSURES SHALL BE COORDINATED 18" -7 WITH AIRPORT MANAGEMENT AND SHALL BE COMPLETED DURING NON -PEAK TRAFFIC Aer Air Weight LEVELS. Off MIN Barricade WEIGHT BARREL As Required AS REQUIRED 5. PRIOR TO ANY CONSTRUCTION OPERATIONS, CONTRACTOR SHALL INSTALL TEMPORARY n:- CONSTRUCTION FENCING, BARRICADES AND SIGNAGE AS REQUIRED BY THIS PLAN. M UTC D R9-9 SIGN M UTC D W 1-1 L SIGN TYPE 3 BAR R I CAD E 6. ALL SIGNAGE SHALL BE MOUNTED TO THE TEMPORARY FENCING AT THE HIGHEST POSSIBLE MOUNTING POINT (NOT TO EXCEED TOP OF FENCE) FOR MAXIMUM GROUP 2 BARRI CADE cONSPICUITY. NOT TO SCALE NOT TO SCALE NOT TO SCALE SIGNAGE NOTES: NOT TO SCALE 7. CONTRACTOR SHALL INSPECT ALL FENCING, BARRICADES AND SIGNAGE ON A DAILY NOTE: BARRICADES TO BE SPACED APPROXIMATELY BASIS AND MAKE IMMEDIATE REPAIRS/CORRECTIONS AS NECESSARY. LOCATIONS OF 1. CONTRACTOR SHALL PROVIDE SIGN DRAWINGS TO ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. ALL 10' APART (TYP.). FENCING AND BARRICADES MAY NEED TO BE ADJUSTED THROUGHOUT THE PROJECT. SIGNS SHALL MATCH THE 2009 VIRGINIA MUTCD STANDARDS (TEXT SIZE, COLOR, ETC.) MULTIPLE RELOCATIONS OF THESE ITEMS SHALL BE CONSIDERED INCIDENTAL TO THE 2. SIGNAGE SHALL BE MOUNTED DIRECTLY TO TEMPORARY FENCING WITH GALVANIZED HARDWARE/FASTENERS. Panels Stabilizers/ Stands RESPECTIVE BID. 6. NO TEMPORARY FENCING, BARRICADES OR SIGNAGE SHALL BE REMOVED UNTIL AREA OF 10' WORK IS FULLY CLEANED OF CONSTRUCTION DEBRIS AND EQUIPMENT, AND CONCURRENCE IS OBTAINED FROM AIRPORT'S INSPECTOR. Side View 12' 9. TEMPORARY FENCE LOCATION SHOWN ON PHASE I PLAN WITHIN THE PARKING LOT IS SET n BARRICADE0_10005i =LLCas9re (ELEVATOR, CANOPY, ELECTRICAL, SIDEWALKS, CURBING, PAVING, ETC.). WORK ON MARKER PAINTED WHITE PHASE I SHALL BE COMPLETED PRIOR TO MOVING ON TO PHASE 11 (SHEET C4). PLACEMENT"A" 1 AND I•i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�iTension Bands l��i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i4 I _►i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i!��i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i4 ♦���������������� ►�OOOOOOOOOOOOOOOOi �OOOOOOOOOOOOO��i00� - r • • • - • • - • • • PRIOR • Front View TO COMMENCING PHASE 11 WORK. �i���������������♦ 0����������������4 WORK,NOTES: TFILAM FA 1. VIEW "A" IS FOR BARRICADE PLACEMENT DURING CONCRETE DELIVERIES, CRANE ONLY. • W: e _ BARRICADEu k1T _V• WARMUG LIGWT :• _:• _ 410E •L 2. SEE PHASING NOTE 4 FOR BARRICADE PLACEMENT REQUIREMENTS 36" 36" ACCESS TO ACCESS TO 24" < TERMINAL TERMINAL EMJ001, 24" L I BUILDING BUILDING TEMPORARY PEDESTRIAN 3 WAYFINDING SIGN w In NOT TO SCALE a NOTES: 0 1. CONTRACTOR SHALL PROVIDE SIGN DRAWINGS TO ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. I WAYFINDING SIGNS SHALL MATCH THE R9-9 SIGN STANDARDS (TEXT SIZE, COLOR, ETC.) � 2. SIGNAGE SHALL BE MOUNTED DIRECTLY TO TEMPORARY FENCING WITH GALVANIZED HARDWARE/FASTENERS. N PAVEMENT MARKER NOT TO SCALE ANUHUK HU515 SHUULU HL N 2" STEEL U-CHANNEL OR 2" x 2" TIMBER, 6' IN LENGTI ANCHOR POSTS MUST BE INS TO A DEPTH OF NO LESS TH THE TOTAL HEIGHT OF POST TO BE SECURED TO POST A IM OF 3 LOCATIONS PER POST, MIDDLE, BOTTOM), USING WIRE IR PLASTIC ZIP TIES. z 'v TEMPORARY ORANGE PLASTIC CONSTRUCTION FENCE DETAIL NOT TO SCALE NOTES: 1. BLAZE ORANGE PLASTIC MESH FENCE ONLY. 2. DEVICE SHOULD BE MAINTAINED THROUGHOUT CONSTRUCTION. Fabric Height Mesh Gauge 6" MIN 2" 11 O.D. wall Framework 1318" .065" Notes: • 2x11gawirefill • Tension bands w/nuts and bolts (not press clips) • Wire ties every 12 Inches •' Al pipe and wire to be hot dipped galvanized - TEMPORARY CHAINLINK CONSTRUCTION FENCE DETAIL NOTES: NOT TO SCALE 1. CONTRACTOR TO SUBMIT TEMPORARY FENCING SHOP DRAWING TO ENGINEER SHOWING GENERAL CONFORMANCE TO THE ABOVE DETAIL FOR APPROVAL PRIOR TO INSTALLATION. 2. FENCE HEIGHT TO BE A MINIMUM OF 6' TALL ABOVE GROUND. 3. FENCE WRAP - AIRPORT MANAGEMENT TO SUPPLY "AIRPORT IMPROVEMENTS UNDERWAY" FENCE WRAP. CONTRACTOR SHALL SECURE THIS FENCE WRAP TO THE TEMPORARY FENCING WITH PLASTIC ZIP TIES OR OTHER METHOD APPROVED BY THE AIRPORT INSPECTOR. FENCE WRAP TO BE INSTALLED AT LOCATIONS OF TEMPORARY CHAINLINK FENCING WITHIN THE PARKING LOT. FENCE WRAP TO BE REMOVED AND RETURNED TO THE AIRPORT MANAGEMENT AT COMPLETION OF PROJECT. LEGEND GROUP 2 BARRICADE • • TEMPORARY CHAIN LINK E_ X ~ CONSTRUCTION FENCE TEMPORARY ORANGE CF CONSTRUCTION FENCE SHEET INDEX 81a A d O Z M U) M � CIS y U W Ciso 5 Q 4Z Cq Ix C U t 0 r__q � co 4 w d CQ CI O a 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,00ntact Design Professional. ALTH Off+ Dl+P 8� CHR TOPH JA�GEF Lic. NO.039401 �SSIONAL Date APRIL 2021 Scale AS NOTED Drawn ACS Checked CRJ Project No. 2215-1902 Sheet No. C3 Of 4. o n Z 0 x � ®wv • • ( P• • • O PWL I • ASPHOLT • • BARRICADE PLACEMENT - VIEW "C" SCALE: 1"=30' NOTES: 1. VIEW "C" IS FOR BARRICADE PLACEMENT DURING CONCRETE DELIVERIES, CRANE WORK, ETC. ONLY. 2. SEE PHASING NOTE 4 FOR BARRICADE PLACEMENT REQUIREMENTS. 0 w En x N O 0) I LO N M 16' DOUBLE SWING GATE FOR CONTRACTOR ACCESS x f c N I 3 xc 1._rn �. SHORT I ERM PAR KINC c EXI TO REM, kIN C PEN r.� Fr x m x — xN DURING WORK IN THIS I NOTE 3 PHASE i x o � o L x� rn rn in x D= D® °^' CONTRACTOR TO MAINTAIN O HANDICAP ACCESS TO TERMIN ® Pw EB ❑ LL \r—Q FENCE PLACEMENT - VIEW T11 SCALE: 1 "=30' NOTES: 1. VIEW "D" IS FOR TEMPORARY FENCING PLACEMENT DURING CONCRETE DELIVERY FOR COLUMN CONSTRUCTION, CRANE WORK, ETC. ONLY. 2. SEE PHASING NOTE 4 FOR BARRICADE PLACEMENT REQUIREMENTS. 3. CONTRACTOR SHALL TEMPORARILY REMOVE EXISTING SIGNS WITHIN WORK AREA AS NEEDED FOR SITE ACCESS. ANY SIGN THAT IS REMOVED SHALL BE REINSTALLED PRIOR TO REMOVAL OF TEMPORARY FENCING. -IN n x o c 0 o N 3 xc 0 Frx� IU x c X-2 C ) px L G d x � +\ c rn AZEB n rn in PROPOSED WARNING � LIGHT BOLLARDS PW I EB ❑ LL \r�4 16' DOUBLE SWING GATE FOR CONTRACTOR ACCESS EXIT TO REMAIN OPEN DURING WORK IN THIS PHASE f CONTRACTOR TO MAINTAIN 5' HANDICAP ACCESS TO TERMII BARRICADE PLACEMENT - VIEW "E" SCALE: 1 "=30' NOTES: 1. VIEW "E" IS FOR BARRICADE PLACEMENT DURING INSTALLATION OF ROADWAY WARNING LIGHTS ONLY. CONTRACTOR SHALL COORDINATE THIS WORK WITH THE AIRPORT'S INSPECTOR DUE TO POTENTIAL TRAFFIC IMPACTS FOR VEHICLES EXISTING THE SHORT TERM PARKING LOT AND TAXIS WAITING IN CUE TO THE EAST OF THE WORK AREA. 2. SEE PHASING NOTE 4 FOR BARRICADE PLACEMENT REQUIREMENTS. 3. CONTRACTOR TO COMPLETE THIS WORK EXPEDITIOUSLY AND REMOVE THE BARRICADES FROM THE TRAVEL LANES AS SOON AS WORK IS COMPLETE. PHASING NOTES: 1. SEE PHASING PLAN - PHASE I (SHEET C3) FOR INITIAL PROJECT REQUIREMENTS, TEMPORARY SIGNAGE DETAILS, TEMPORARY BARRICADE DETAILS, AND TEMPORARY FENCING DETAILS. MAINTENANCE OF THE TEMPORARY SIGNAGE, BARRICADES, AND FENCING SHALL BE IN ACCORDANCE TO THE PHASE I REQUIREMENTS. 2. ALL PHASE I WORK SHALL BE COMPLETED BEFORE COMMENCING PHASE II WORK ITEMS. 3. CONTRACTOR SHALL MAINTAIN POWER TO EXISTING ROADWAY AND PARKING LOT LIGHTING AT ALL TIMES. TEMPORARY JUMPERING OF LIGHTING CIRCUITS MAY BE REQUIRED. 4. PHASING PLAN IS SET UP BASED UPON CONTRACTOR WORKING THE CONSTRUCTION JOB FROM THE PARKING LOT UP AND NOT FROM THE LOOP ROAD DOWN. THE LOOP ROAD SHALL REMAIN OPEN TO VEHICLE TRAFFIC AT ALL TIMES. TEMPORARY CLOSURES MAY OCCUR ALONG 1 THROUGH LANE OF THE LOOP ROAD AT A TIME. LOOP ROAD LANE CLOSURE IS ONLY FOR CONCRETE DELIVERIES, CRANE WORK, ETC. TEMPORARY LANE CLOSURES SHALL BE COORDINATED WITH AIRPORT MANAGEMENT AND SHALL BE COMPLETED DURING NON -PEAK TRAFFIC LEVELS. 5. NO TEMPORARY FENCING, BARRICADES OR SIGNAGE SHALL BE REMOVED UNTIL AREA OF WORK IS FULLY CLEANED OF CONSTRUCTION DEBRIS AND EQUIPMENT, AND CONCURRENCE IS OBTAINED FROM AIRPORT'S INSPECTOR. 6. TEMPORARY FENCE LOCATION SHOWN ON PHASE II PLAN WITHIN THE PARKING LOT IS SET TO ALLOW CONSTRUCTION OF THE NORTH ELEVATOR PAVILION IN ITS ENTIRETY (ELEVATOR, CANOPY, ELECTRICAL, SIDEWALKS, CURBING, PAVING, ETC.). WORK ON PHASE II SHALL BE COMPLETED PRIOR TO MOVING ON TO PHASE III (SHEET C5). 7. REMOVAL OF TWO-WAY ARROW AND RE -MARKING OF PARKING LINES IS REQUIRED PRIOR TO COMMENCING PHASE III WORK. LEGEND GROUP 2 BARRICADE • • TEMPORARY CHAIN LINK ~ X ~ CONSTRUCTION FENCE TEMPORARY ORANGE CF CONSTRUCTION FENCE SHEET INDEX 4 o Z FLo a U) M CIS ~ 'S w Cis o �Cq Cq _y 14 Q �r O rl co V CV C� b67.1 r-1 CI 32 O a 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,00ntact Design Professional. ALTH Off+ Dl+P 8� CHR TOPH JA�GEF It Lic. No. 039401 �SSIQNAL �� Date APRIL 2021 Scale 1 "=30' Drawn ACS Checked CRJ Project No. 2215-1902 Sheet No. C4 Of TERMINAL BUILDING /DO U n C )3 / LJ C rn in 3 II -, ij1 ) 4E ma / CHARAIRPORT AUT ORITY RLE AIRPORT AUTHORITY D.B. 818 P. 210 — Sidewalk O OO = —�— BOW_ EN LOOP g z SEE VIEWS „F.' AND ..G„ FOR. BARRICADE LOCATIONS . _ ... DURING CONCRETE.WORK, SSMH . . .' . . '' . . . . Vie° a O• . . .CRA'NE WORK, ETC: 9s' ..' PWL X X - rLAG EB ❑ LP W/BASE LL ® POLES LP Q U LP W/BASE � Q SW tBRICKS BSW BSW CONCRETE AND AIRS W/ I METAL METAL HANDRAILS BRICK © BRICK STAIRS W, METAL HANDRAIL STAIRS Q RICK ES I I LP W/BASE U © "`'�/`� Q TAIRS U —`-' Q LP W/BASE O li LP W/BASE LP W/BASE ❑ LP W/BASE LP W/BASE LP W/BASE + CO IN CONCRETE ... •, CO IN CONCRETE LP W/SASE LP W/BASE . •,.[�.� ' T.DEB CG-3 CSW BSW ❑ 1X7 S BSW CSW CG-3 .:: 1 W . CG-3 CG-3 6TREE70 P AS I C MP ETD '; `: CSW TREE x. O TH LE AT R ... A: x. �� EB 0 1 '.D U B E S N G TE O R Y •. i A E II O PL E 4TREE12 .. P VI ION OP N D RI G * LP E EVATOR P ON RA TO Z. A E S "- .'-' I'll OR H E EV TO 605.47 os - .. . .' .' . ASPHALT.' .' . THIS PHASE PAVILION OPEN DURING . �. .STALr00 .x. SPH. T . THIS PHASE eoL naps . Lu -STA . .STA II+00 .-SAetilE,'C $TA 16+00 . X w . STA 1>+o0 . - STA 21+00 . ... , X- .STA t1!+00' .. ..w . . . . 8TA 11r00 . srA m+oo - . H393 . .NORTH 3937965.89455 EAST 11497474.60304 _ NOrtTll 3938356.50892. EAST 1i497625.06555 . . . ,' . . NORTH 3938727.12329 .EAST 11497 50806. . . 'Bev 604.95. E v 60418 TW1 . Elev 604.23' x TY E 3 AR. I.C. DE IT Concrete 1 L UR E SI. N ❑ Pad x . CE TE . OF I .N E . ISL El ec IX x I( . �. . ERADICATE PARKING LINES TO' ERADICATE PARKING $TALL LINES TO �. . CREATE A.DRIVE THROUGH LANE. 0 'TEMP: CONSTRUCTION.. . CREATE A DRIVE THROUGH.LANE. �.PAVEMENT�'. PLACE TWO-WAY. ARROW MARKER IN PLACE TWO-WAYARf�wI�IRP�.1 FENCE WITH MOUNTED . . MIDDLE.. SEE PHASING NOTE 7. PEDESTRIAN . WAYFINDIN.G. . MIDDLE: SEE.P.HASING NOTE 7.. . S SE H .IN G N OE6. Q . . . . . . . U .. ..... PACES PARKING SIMPACTED THIS PHASE �.49 ........ .... ... ... . PHASING PLAN - PHASE III (ELEVATOR & STAIR DEMO) 30, 0 30, 60' SCALE: 1"=30' 1 "=30' scale feet PROPOSED WARNING LIGHT BOLLARDS •��•, PIML EB LP W/BASE iiiii BARRICADE PLACEMENT - VIEW'IF" SCALE: 1"=30' NOTES: 1. VIEW "I IS FOR ROADWAY WARNING LIGHT INSTALLATION ONLY. 2. SEE PHASING NOTE 4 FOR BARRICADE PLACEMENT REQUIREMENTS. 0 LP W/BASE BARRICADE PLACEMENT - VIEW "G" SCALE: 1 "=30' NOTES: 1. VIEW "G" IS FOR TEMPORARY FENCING PLACEMENT DURING CONCRETE DELIVERY FOR COLUMN CONSTRUCTION, CRANE WORK, ETC. ONLY. 2. SEE PHASING NOTE 4 FOR BARRICADE PLACEMENT REQUIREMENTS. PHASING NOTES: 1. SEE PHASING PLAN - PHASE I (SHEET C3) FOR INITIAL PROJECT REQUIREMENTS, TEMPORARY SIGNAGE DETAILS, TEMPORARY BARRICADE DETAILS, AND TEMPORARY FENCING DETAILS. MAINTENANCE OF THE TEMPORARY SIGNAGE, BARRICADES, AND FENCING SHALL BE IN ACCORDANCE TO THE PHASE I REQUIREMENTS. 2. ALL PHASE II WORK SHALL BE COMPLETED BEFORE COMMENCING PHASE III WORK ITEMS. 3. CONTRACTOR SHALL MAINTAIN POWER TO EXISTING ROADWAY AND PARKING LOT LIGHTING AT ALL TIMES. TEMPORARY JUMPERING OF LIGHTING CIRCUITS MAY BE REQUIRED. 4. PHASING PLAN IS SET BASED UPON CONTRACTOR WORKING THE CONSTRUCTION JOB FROM THE PARKING LOT UP AND NOT FROM THE LOOP ROAD DOWN. THE LOOP ROAD SHALL REMAIN OPEN TO VEHICLE TRAFFIC AT ALL TIMES. TEMPORARY CLOSURES MAY OCCUR ALONG 1 THROUGH LANE OF THE LOOP ROAD AT A TIME. LOOP ROAD LANE CLOSURE IS ONLY FOR DEMOLITION OPERATIONS AND ROADWAY WARNING LIGHT INSTALLATION. TEMPORARY LANE CLOSURES SHALL BE COORDINATED WITH AIRPORT MANAGEMENT AND SHALL BE COMPLETED DURING NON -PEAK TRAFFIC LEVELS. 5. NO TEMPORARY FENCING, BARRICADES OR SIGNAGE SHALL BE REMOVED UNTIL AREA OF WORK IS FULLY CLEANED OF CONSTRUCTION DEBRIS AND EQUIPMENT, AND CONCURRENCE IS OBTAINED FROM AIRPORT'S INSPECTOR. 6. TEMPORARY FENCE LOCATION SHOWN ON PHASE III PLAN WITHIN THE PARKING LOT IS SET TO ALLOW DEMOLITION OF THE EXISTING ELEVATOR AND FLANKING STAIRS, AND CONSTRUCTION OF NEW CURBING, SIDEWALK, AND PAVEMENT IN ITS ENTIRETY. 7. REMOVAL OF TWO-WAY ARROW AND RE -MARKING OF PARKING LINES IS REQUIRED AT COMPLETION OF PHASE III WORK. LEGEND GROUP 2 BARRICADE • • TEMPORARY CHAIN LINK ~ X ~ CONSTRUCTION FENCE TEMPORARY ORANGE CIF CONSTRUCTION FENCE SHEET INDEX 4 FO o — 0 Mc--1 Q CIS �i �4 �I U -0-1 F-I 5 W I o Cv I� C 1 1 14 Q �r CIS V � Cd wz -D bV./ 1--r-1 CIS 32 O a 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,00ntact Design Professional. ALTH Off+ Dl+P 8� CHR TOPH JAEGEF Lic. No. 039401 �SS10MAL Date APRIL 2021 Scale 1 "=30' Drawn ACS Checked CRJ Project No. 2215-1902 Sheet No. C5 Of 5' LENGTH OF FENCE TO BE REMOVED TO ALLOW CANOPY COLUMN INSTALLATION. CONTRACTOR TO INSTALL TEMPORARY 8' TALL CHAINLINK FENCING AT LOCATION SHOWN ON SITE PLAN PRIOR TO REMOVAL OF EXISTING FENCE SECTION. AT COMPLETION OF COLUMN WORK, THE EXISTING FENCE LINE SHALL BE REESTABLISHED AND THE TEMPORARY FENCE REMOVED. NGR�N g3 � d SP G R�pSOX31XATOV�NpO o TERMINAL BUILDING ''0 0 ©� EXISTING SCREEN WALL TO EXISTING PLANTER TO BE — BE PARTIALLY DEMOLISHED TEMPORARILY MOVED OFF TO ALLOW CANOPY COLUMN INSTALLATION. EXISTING SIDEWALK IF IN THE WAY BRICK TO BE SALVAGED FOR CANOPY INSTALLATION. MOVE BACK TO ORIGINAL EXISTING MAIL DROP OA FOR REINSTALLATION AT TO BE RELOCATED, COMPLETION OF COLUMN 1 LOCATION AT COMPLETION OF PROJ CT. SEE SEE SITE PLAN ANDAARCHIOPLANS. NOTE 9 ALL WORK IN THE TERMINAL x ( ® SSYG. BUILDING MECHANICAL ROOM AND GAZEBO SID WA K PANELS TO EXISTING COLUMN TO / L,J BE REK OVED TO REMAIN EXTERIOR YARD BEHIND SCREEN NE RE T JOINT FOR x TMP 32-10 PR PO ED ONOPY EXISTING PARKING SIGN WALL AND FENCING REQUIRES CH ARLOTTESVILLE—ALBEMARLE DR INA E TIE—IN. TO BE RELOCATED. AIRPORT AUTHORITY _ x CUT SLEEVE FLUSH AIRPORT SECURITY ESCORT. D.B. 818 P. 210 V12DW27 WITH SURFACE AND FILL ANY VOID WITH BOOTH -------- ----- --------- ------ -------_. LU� BR NON —SHRINK GROU TT -- --- ANOP c� c� B W , / CA PY E3111111 E] E4 OVER BSSID BSW BSW BSW �1 BSW \ E rn BSW BSW ,�0 f OVERLKEB E E E F 1 d1177/ r= HH WALK �L E.. P...OE7....... —61 25 COORDINATE DEMOLITION . E6 O LOCATIONS WITH ARCH PLANS FOR ORXY . .EB . ..COL. MNS. . L"XISTING, JUNCTION BOXY . N 15" RCP EB SEE NOTE 8—< 7�EXISTING CANOPY ELECTRIC . . . I� W O s' E TO REMAIN VAULT BOWEN. LUVr. . . . . . . . AP.P.. E6. . . EXISTING WALL TO REMAIN, REMOVE LfGHT POLE TO W CONCRETE. S�� ID K 4 HANDRAIL FROM . . . . . . REMAIN O SSMH . . 1'�T O . .EAST FACING SIDES. TOP LP lOW I 15" RCP ............................ ............................ .................... ................... d COORDINATE DEMOLITION WITH ARCH , , .'.'LOCATIONS, PLANS. FOR. CANOPY. . . . . COLUMNS . . . . . . . . TB BOOTH ,- El TA F� FH CSW C W� wv CURBSTO R MAIN V E t C) 77 .. .— . . . . .T — . . . .EXIS7NG COLUMN. AND . .��LOokoUT T . c� PATIO CANOPY TO REMAIN .AREAREMAIN. ...W.. W . o W W W PROOA FL G P ES � 'EXISTING WALL T.. . . . . . HYDRAN .2 LIGHT POLE TO VALVE At, �. nNn AN z ALL' . . TO . EM N . . . . . . . . REMAIN,. REMOVE LU . .REMAIN. . .TIM . . . . W .ER PWLEAST FACING SIDE . . . . . . . 15" RCP 3 E E E EXISTING EVERGREEN F SHRUBS AND MULCH LP W/BASE SEE NOTE 8--"�� LP W/BASE LJ LEGEND EXISTING PROPOSED EDGE OF PAVEMENT WATER LINE w ELECTRIC LINE —E ELECTRIC VAULT LIGHT POST JUNCTION BOX SEWER LINE $ FENCE X DRAINAGE PIPE (RCP) O UNDERDRAIN UD BUILDING ASPHALT PAVEMENT DEMOLITION NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING MISS UTILITY AT 1-800-552-7001. 2. THE CONTRACTOR SHALL PROTECT AND PRESERVE THE EXISTING SURVEY BENCHMARK MONUMENTS THROUGHOUT THE DURATION OF THE PROJECT. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO START OF CONSTRUCTION. UNDERGROUND UTILITIES SHOWN ON THIS PLAN WERE OBTAINED BY A COMBINATION OF ACCUMARK UTILITY MARKINGS IDENTIFIED BY FIELD SURVEY, VISUAL OBSERVATION, AND INFORMATION AVAILABLE FROM RECORD DRAWINGS. THE ENGINEER MAKES NO GUARANTEE THAT ALL UNDERGROUND UTILITIES ARE SHOWN ON THIS PLAN NOR THAT THE LOCATION OF IDENTIFIED UTILITIES ARE CORRECT. 4. THE CONTRACTOR SHALL COORDINATE AS IS NECESSARY WITH THE AIRPORT'S INSPECTOR AND GROUNDS MAINTENANCE STAFF FOR ACCESS TO ANY NECESSARY MECHANICAL ROOMS FOR CONTROL OF AIRPORT UTILITIES. ACCESS TO THE MECHANICAL ROOMS WILL REQUIRE AIRPORT SECURITY ESCORT. 5. CONTRACTOR TO MAINTAIN POWER TO EXISTING PARKING LOT LIGHTS THROUGHOUT DURATION OF PROJECT. PHASING OF LIGHT REMOVAL TO BE IDENTIFIED IN CONTRACTOR'S BASELINE SCHEDULE DUE AT THE PRE -CONSTRUCTION MEETING. 6. ALL DEMOLISHED ITEMS SHALL BE REMOVED AND DISPOSED OF OFF -SITE UNLESS OTHERWISE NOTED. 7. EXISTING SIGNS (2) TO BE REMOVED AND TURNED OVER TO THE AIRPORT FOR STORAGE. 8. CONTRACTOR TO CAREFULLY REMOVE CONCRETE SURFACE TO EXPOSE STUB COLUMN FOUNDATION, PROTECTING EXISTING PRECAST TREADS, CURB -WALL, AND HANDRAILS AT ALL TIMES. STUB COLUMNS TO BE REMOVED AT THE BASE FROM ITS ANCHOR BOLTS, CONCRETE FOOTER TO REMAIN, CONDUIT AND DRAIN PIPE WITHIN THE STUB COLUMN TO BE CUT BELOW THE WALKING SURFACE AS LOW AS POSSIBLE AND CAPPED. STUB COLUMNS TO BE DISPOSED OF OFF -SITE BY CONTRACTOR. 9. ALL ITEMS REQUIRING DEMOLITION, RELOCATION, AND/OR REMOVAL WITH THE EXCEPTION OF ASPHALT DEMOLITION AND SURFACE MARKING ERADICATION, SHALL BE PAID FOR UNDER THE LINE ITEM FOR MISCELLANEOUS DEMOLITION. EXISTING SCREEN WALL PARTIAL DEMOLITION, BRICK SALVAGE, AND REINSTALLATION OF BRICK IS INCLUDED UNDER THIS ITEM. O Z FLO M CIS 5 _moCq W Q ^, 11 y; CS o U O � � 0CIS 4J O Q% wz Cd w qaa� W,/ ,~-1 CIS 32 0 a 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. �o��ALTH Off+ Dl+P �f SHEET INDEX 8 R TOPH JAEGER 4 Llc. No. 039401 �SSIONALyCi Date APRIL 2021 Scale 1 "=20' x o Drawn JPM 81 A ° ° ° �' Checked CRJ Project No. 2215-1902 20' 0 20' 40' Sheet No. 1 "=20' /1 scale feet ■`!. li'!1 Of LL ©I 2i = RELOCATED MAIL DROP LOCATED ON SIDEWALK, _ CORE NEW ANCHOR BOLTS AND SET WITH HILTI ElHIT-HY 200 ADHESIVE. BOLTS TO BE GALVANIZED = OR STAINLESS STEEL AND RECOMMENDATION.( "� COORDINATE FINA LOCATION WITH AI PORT. 12DW27 � W W -I E . ' %MA IUXISrINU UNUXL It. SECT( FOR CROSSWALK F6... E t. R--�QO" .E7 -61 25 .42" .BOLLARD .PASSIVE. . . E6 O ACTIVATION DETECTION F R 'IN ROAD WARNINtc E9 W W.... .. W. N O 15" RCP APPROXIMATE LOCATION OF SOUTH MECHANICAL ROOM. CONTRACTOR TO COORDINATE WITH AIRPORT MANAGEMENT FOR ACCESS, CONSTRUCT NEW 8' FENCE BETWEEN EXISTING FENCE EXISTING AND EXISTING STORAGE CANOPY OLU GARAGE j O J14 3938286.037 11497469.081 RELOCATED ON NEW FIR IAn OVER WALK SET NEW JB-R1 JUNCTION BOX IN EXISTING ASPHALT PAVEMENT ADJACENT TO BAGGAGE FEEDER BELT FOR TIE-IN TO SOUTH MECHANICAL ROOM AND ELECTRICAL SERVICE TO NEW ELEVATOR PAVILIONS. SEE ARCH PLANS CONTRACTOR TO COORDINATE WITH AIRPORT MANAGEMENT FOR ACCESS, BADGED ESCORT REQUIRED JPS �NZ 'tkoov\ g3 TERMINAL BUILDING Soy / TMP 32-10 / CH ARLOTTESVILLE- ALBEMARLE AIRPORT AUTHORITY / D.B. 818 P. 210 42" BOLLARD PASSIVE �N ACTIVATION DETECTION FOR IN -ROAD WARNING LIGHTS BASE - - - 1:UQ) BW EV)EBsw BswBsw esw \ E 44-'_ BSW Bsw E F - 1 E T...... T , 4. P . . IN -ROAD. WARNING LIGHT. IVE . . �}- �,� BOLLARD PA$ � SYSTEM (SIX LIGHTS) / BOWEN LOOT %CTIVPTION.DETE�IIONf9R- E CON EB IN -ROAD WARNING LIGHTS .. . .7s. �. 3..SSMH. . f .O. TOP . ON W �. 0. . .S. . S ......6 S. ..1.7,99. O'1 ................ ............. . C C 0 2 8SYC25 FIRE HYDRANT. TO. . REMAIN (3' MIN: RADIUS CLEAR.'.'.' . . . FROM HYDRANT).. . LJ GAZEBO - . . . ...... EXI TING PLANTER TEMPORARILY TO ❑ TB ❑ BOOTH R LOCATED, SEE D MOLITION PLAN CSW rZZ/f -------- GQ Q' / HH C OPY N OVER E WALK ------------------- 0 3 8651. 4 1 49761 .666 •` CSW I - k FH F .:; . TA R LOCATE IGN ON EWTO� \ FRANGIBLE BASE, WV MOUNT NE FIRE HYDRANT SIGN TO ACK OF POST F CING LOOP ROAD .......E . ,/ �i . V� N.ROAD.WARNII 0 SYSTEM (SIX LIGHTS). 4' CONNECT TOtXISTING . �W L ni�PIIITC .AT. RIKIPTI 1 l LEGEND EXISTING PROPOSED EDGE OF PAVEMENT WATER LINE w ELECTRIC LINE -E--E- ELECTRIC VAULT LIGHT POST JUNCTION BOX ® 0 COMMUNICATIONS LINE T T SEWER LINE $ DRAINAGE PIPE (RCP) 0 UNDERDRAIN UD FENCE X - z BUILDING CONCRETE SIDEWALK ASPHALT PAVEMENT SITE NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING MISS UTILITY AT 1-800-552-7001. w 2. CONTRACTOR TO COORDINATE CONCRETE SIDEWALK JOINT 0 SAW -CUTTING REQUIREMENTS WITH ENGINEER AND ARCHITECT BASED ON COLUMN LOCATIONS, CURB JOINTS, Z CURB RAMPS, AND UTILITIES. JOINTS IN CONCRETE WALK 2 SHALL BE PLACED TO LINE-UP WITH CURB JOINTS. EACH ❑ COLUMN,STRUCTURE, CURB, BOLLARD, POST, ETC. SHALL w HAVE AN EXPANSION JOINT. ❑ LP �7 I I .,.,.., _..., LP W/BASE SPLICE INTO EXISTING LP FLAG 4J `Y -- - EB - - - a 5 DIRECTIONAL BORE (1) 2" C 7 POLES CONSTRUCT METAL LP W/BASE I LP W/BASE 3. PROPOSED 24" TALL RETAINING WALL, VDOT RW-2 WITH LIGHT POLE WIRING TIE-IN TO PROPOSED ELEVATOR BE JUNCTION BOXES O BSW � HANDRAIL, MATERIALS AND w AT JUNCTION BOX BSW B W TIE-IN TO PROPOSED BRICK FINISH AND 14" WIDE BY 3" THICK LIMESTONE CAP. CATWALK, SEE ARCH PLANS I DIRECTIONAL BORE (8) 1" C FINISH TO MATCH EXISTING Q / 5 ELEVATOR CATWALK, BRICK TO MATCH ARCHITECTURAL DETAILING OF NEW CONSTRUCT METAL CO HANDRAIL. SEE ARCH PLANS�v f 36" RCP EB I SEE ARCH PLANS ELEVATOR PAVILION BETWEEN JUNCTION BOXES HANDRAIL, MATERIALS BRICK G6NSTROCT- E TURE\ PROPOSED CANOPY LIMITS I �f ,I -I XISTING C M ICATIONS 4� I PROPOSED CANOPY 'I EB w 1 G 3 4• AND FINISH TO MATCH STAIRS AND FINIS MATERI MATCH �P• 7 EXISTING HANDRAIL. AND FINISH TO MATCH 1 INE AT J NCTI N BOX ` BRICK % LIMITS SEE NOTE 3 SEE ARCH PLANS 5 --EXLSTING HANDRAIL. SE�FI - TAIRS w SEE NOTE 3 L LIGHTING &ELECTRICAL NOTES: ARCH PLANS - _ - T a 9 P W/BA E I 5 W/B E e- E E E T P W/BASE E T E T E T E E EE 12 E E E T 1. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL UD I ::'.•'fir:''• �;.;: "' CO IN CONCRETE _£ CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED LP W/BASE 5 ., ... �` , �•..,• CG-3 CONCRETE SIDEWALK 1 3 SWB. •gg'$,y..: CSW CG 3 1 3 �.•.,� , • SW CG-3 TO REFLECT LIGHT AWAY FROM ADJACENT ROADS. THE 4 CONNE T TO _ ONNE. T 7O. ISTIN. PR OSED L l . E (STING .CIRCUI S . TISTIN OIRC ITS ; -r .• NNECTO SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC 6 A J N ION B X T JUN TION OX ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREA . . EXISTIN.CIRC lTS .- •• Z .. C IRCUIT AT J NCTIO BOX CG- CURB ,`•' XISTIN AT JUNCTION PDX = - - ` '- - - ZONING DISTRICTS SHALL NOT EXCEED ONE HALF IRECTI AL BJRE' .I-;-..- ..�. o.: :. t. .�. 0 59 2 O� . E.�.�.� .(.�. E .� IRCUIT �T..t. EVDOT CG-12 CURB AMP..... 1" AND 2" 10 VDOT'CG=12 'CURB AMP • °. , f FOOTCANDLE. ........ ... .... ..0 • I ,1,NCTI BOX ... . 1_? ., .WITH LLOW 'ARMO PAD .. . g. 9 ��9'�. 9' .WITH. LLO..ARMO � PAD�g, . 9,"` - 2 S TO BE IN ACCORDANCE E.ALL ELECTRICAL INSTALLATIONPROS D 0 E P1 i . r :.-.• ..... - - -CON � ECT - .. WITH NEC AND LOCAL CODE. 6" YELLOW. . .. . . .. . . . . L T Q . . . . . . . .. . . . . . . . . . . . . . . . . . EXISTING CIRCUITS 6 DIRECTIONAL. BORE 6 YELLOW.'. . . . LINES (TYs)•. . . . . . . . . . . . . . . .. . . . . . . . 6" YELLOW, . . 3. LIGHT POST NOTATION RE -MARK PARKING /l ASPHALT . (4) . .LINES. (TYP), - -3. CURB O. LINES TYP 6' S LOW LP1=20'TALL POST (MATCH EXISTING LIGHTS) 1" C AND (1) 2" C L ..SPACES..4�.WHITF.�. -. �. B X.JB-R1 -. "�. �.� .(. ). .42".BOLLAR .WITH.. . . - 42 BOLLARD WITH . . . . . . . . . . . . . . . . . . . . .LINES (TYP).. . . . �. X . LIN •. 4. LP1 LIGHT POSTS TO INCLUDE NEW CONCRETE BASES. ASELNE C... PROPOSED NORTH .. STA.iB+OO . . . .'.'.'.'. W'. . . WHITE SLEEVE STA ID+OO ASPHALT. . . . . . . . . . . . . . . . . . . . STA 14+00 6 .YELLOW . . . NEAT STA 13+00 ASPHALT. . . . . . . . . . . . . . . ...STA 12+00.. . . . .'LLI NEAT VERTICAL SAW S7A 11+00 VERTICAL'S W CUT; TACK JOINT' PRIOR' . . . . . . . . . ELEVATOR' PAVILION PROPOSED. SOUTH . NEAT. VERTICAL. SAW NORTH 3938356.50892 . . . . LINES ,.O . CUT,. TACK. . . . . . . . . . . . . . . . . . . . . . . TO PAVING. .TYP : . 5. ALL NEW ELECTRICAL CABLING TO BE IN CONDUIT ELEVATOR PAVILION CUT, TACK JOINT PRIOR EAST 11.497$2. . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. . . . . . . . . . ...VbOT.CG-3 .CURB . . . . . . . . . . . . . . . . . . . TRENCHED CONDUIT TO BE UL LISTED SCHEDULE aO PVC. TO' PAVING G. (1 .).. . .10BIR20. E ev 604 48. . JOINT PRIG . . . . . . . DIRECTIONAL DRILLED CONDUIT TO BE SDR-11 PVC. .961R20 ° TOP NG . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . o• ° . . . . . . . . . . . . . . . . . . . . . . . . .(TY.P%. .w ...... ... 6. SEE LIGHTING PHOTOMETRICS AND DETAILS ON SHEETS ° . �0. ... .. El-E4. ° 7. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ° - ENTRANCE CORRIDOR SHALL BE ELIMINATED. O° E .. ... ° c R o. ° O . . . . . . . . . . . . . . . . U�- . . . . . . . . . . . . LANDSCAPING NOTES: .. ... .. 1. SEE LANDSCAPE PLAN ON SHEETS LI AND L2. .. . . . . . . . . . . . . . . . . .. . . . . . . . 1.0131R20 ... . . . .U0__......... Lu . . .... ... ........ 96IR20.. 2. ALL PLANT MATERIALS AND INSTALLATION METHODS SHALL TRENCH SCHEDULE TRENCH 1" PVC 2" PVC CONDUCTOR SIZE GROUND SIZE NO. CONDUIT CONDUIT NOTES #6 #8 #8N #10 #10N #12 #8 #10 #12 FROM PANEL LE4 IN TERMINAL MECHANICAL Q 1 4 1 ROOM TO NORTH ELEVATOR EQUIPMENT ROOM FOR ELEVATOR PANEL FEEDER FROM PANEL LE4 IN TERMINAL MECHANICAL 02 1 4 1 ROOM TO SOUTH ELEVATOR EQUIPMENT ROOM FOR ELEVATOR PANEL FEEDER FROM PANEL PE4 IN TERMINAL MECHANICAL 03 3 2 2 1 ROOM TO NORTH ELEVATOR EQUIPMENT ROOM FOR ELEVATOR LIGHTS & RECEPTACLES FROM PANEL PE4 IN TERMINAL MECHANICAL ® 3 2 2 1 ROOM TO SOUTH ELEVATOR EQUIPMENT ROOM FOR ELEVATOR LIGHTS & RECEPTACLES 05 1 2 1 CONNECTION TO EXISTING LIGHTING CIRCUIT © 1 9 1 CONNECTION TO EXISTING LIGHTING CIRCUIT 07 FT 1 PULL STRING FOR COMMUNICATIONS CABLING BE IN ACCORDANCE TO ALBEMARLE COUNTY STANDARDS AND THE LANDSCAPE PLAN DEVELOPED BY ANHOLD ASSOCIATES. 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 UTILITY TIE-IN REQUIREMENTS. O Z � U) M� N Iai � 0 5 Q N 0 � f Q 0 Q W 0 '0 is Cis 1 ~i D co 4 0 cd r� wz 0 o as bIA '`+ r-.4 CIS 32 a 11.4 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 . . . . . . . . . . . . � fr�� _ _ _ _ _ _ _ _ _ _ . . . validity or applicability of the seal .. .. . ; / ., ��-�J"' / 1. .' . .' . or si ssione,contact Design Professional. oSALTH Off, Dl+P Gt SHEET INDEX C R TOPH ER 0 ,� Lic. No. 039401 10 H-y Zo2 �SSIONALyCi Date APRIL 2021 Scale 1 "=20' Drawn REK Checked CRJ Project No. 2215-1902 U) }{ �( �1{ j( j( }{ I -20 20' 0 20' 40' sheet No. 0 8D scale feetC7 m i N 3'X 3' Of i ©I3: x 12DW27 W - 6A u� TIE-IN AT EXISTING GRADE (TYP). SILO BR SURFACE AWAY FRI y� MANHOLE / E7 R1M-.618.86. . 6 77F5E(.IN.(N) _.12.65 . OUT (NE) -608.O. .E1. ,.ROPOSED . . .W EL ATOR CATW,, K, N SE ARCH PLANS S.. . . S S.- 15 RCP 0 J SEE 6J_A DSCAPING P AN TIE-IN EiftSTM ST4R� J �vronRAIN IEd EB PROVIDE -FLEXIBLE B60T-FOR- TLE-kN TO EXISANC-iI4rET _EII SEE LANDSCAPINI; PtAN FF 60M 0 U �BSW --- N E Gem � INLET 5_ RIM = 617.91 616 INV. INS- 612.00 INV-1td-(SW) = 666:55' INV. 'UU I (N) = 606.78— TERMINAL BUILDING GV J PSP g3 SOv 2 TMP 32-10 / CH ARLOTTESVILLE- ALBEMARLE AIRPORT AUTHORITY D.B. 818 P. 210 FF sum BOOTH 89 - - - ------- - - - --- _ ---- + -- T - - BSW ti BSW 0� BSW \ BSW E 0 BSW ALon BSW E F E 1 d E : sleae 4� POLES LP BSW BSW M. PROVIDF R FXIRLE BOO T r-M Tn CVICTIAIC \/! M INLET 12 RIM = 616.83 INV. (SE) = 612.39 PROVIDE FLEXIBLE I ® TIE-IN TO EXISTING 8SYC25 L J 7 goo FP AZEB\,\ 619.08 A \\ H _�i E E9 0 .. .. . TIE IN T.O.PROPOSED.. ELEVATOR CATWALK ARCH PLANS�� LEGEND EXISTING PROPOSED EDGE OF PAVEMENT SPOT ELEVATIONS 61028 605.49X 1' CONTOURS 607 5' CONTOURS 810�,� WATER LINE W ELECTRIC LINE ELECTRIC VAULT LIGHT POST JUNCTION BOX SEWER LINE —$ DRAINAGE PIPE - — — — — - 0 UNDERDRAIN UD UD BUILDING CONCRETE SIDEWALK ASPHALT PAVEMENT SILT FENCE SF INLET PROTECTION LIMITS OF DISTURBANCE LOD— NOTES: 1. SEE COUNTY GENERAL CONSTRUCTION NOTES ON SHEET 2. 2. WELL POINTING AND/OR OTHER DEWATERING METHODS REQUIRED FOR THE PROJECT SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. u m j O w m Fr1�/1 U a:5;t z Q a: cG �xz U z o W O Z FLO rr C M CIS •rH 5 Cis as W �' �� IS CIS U 010 A ° 1 10 �� wz CIS oa a4 CIS o a 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. Y // p �wr. wee a� ! A C� D ...............' .. o ......................................'..... W r+P — w .................. _ ... �f E v PROM FLEXIBLE. BOOT FOR 6--EXt3T N� . . . . . . . . . . . . . . . . . . . . . . . . .... ..... ... ... .. ... ...... .... .. ... ..... ... 'At. .. .... .. ... ..... SHEET INDEX � TIE I NLET X. STA T/+00 ��� � . 24" RCP � JAIE%GJ' . Q CHR PHERER �.�........................... ,A Lic. .039401 00 H-41-W �SSIONAL �yCi Date APRIL 2021 Scale Drawn REK Checked CRJ -- . . -- .. Project No. L� u 2215-1902 1 "-20' 20' 0 20' 40' sheet No.Of (� o X }{ T( 6D � }{ }{ X scale feet �j� v PERMSSIBLE 3" LONG 0 12" C-C I-11pTi.T1=11=�LIL?II-11-IL=1L211v11-11=11- c11�11-_Il�il�l_LIM A SEE SHEET I OF 5 FOR DETAILS 4'-0" Min. BACK OF CURB 12`1 MAX. 48:1 MAX. zo:1 2- MIN. SECTION A -A PERHM55IBLE CONSTRUCTION JOINT SECTION B-B NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 5. THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (4-WIDE) REWIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION. TYPE A WITH BUFFER STRIP CGCG=12 5C V 1' A 4'SWARE LANDING AREA I OF A 4'SOUARE LANDING OF AREA DSHALL =J Q RAVE WAYy SHALL BE PROVIDED WITHIN RAVE WAYDE BE PROVIDED WITHIN 3 to THE MARKED CROSSWALK AREA THE MARKED CROSSWALK AREA In O =v Y Y �0 U 3 3 CROSSWAJ�K C SSWA�K p Or o o cA TYPICAL PLACEMENT u� pn TYPICAL PLACEMENT I� AT INTERSECTION AT INTERSECTION CROSSWALK OSSWALK WITHIN CROSSWALK WITHIN CROSSWALK DIAGONAL PLACEMENT DIAGONAL PLACEMENT (WITH BUFFER STRIP) WITH BUFFER STRIP CG-12 DETECTABLE WARNING SURFACEROAD XVDOT 17717 AND BRIDGE STANDARDS TYPE A (PERPENDICULAR) APPLICATION REVISION DATE SHEET 2 OF 5 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.06 CG-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA N SQUARE YARDS) GENERAL NOTES: CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) DETECTABLE WARNING SURFACE (AREA N SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR THEEREQUUIREMEN SNOFSTHECSPECIALO PROVISIONTFORTCG-12H DETECTABLE RAMP 12.1 MAX 48 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS MID SPECIAL DESIGN SECTION FOR APPROVAL- 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP q• 4. FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REWIRED BARS. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO B THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 10:1 MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5. REQUIRED BARS ARE TO BE 140.5 X 8" PLACED TCENTER TO CENTER RANG PERPENDICULAR BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 11/2". 11 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS v� 1 ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. �,; 5' MIN 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT NTERSECTIMS WHEREVER 12;1 MAX \ AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED. OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES. FIRE HYDRANTS, DROP INLETS. ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED. ENTERED AND USED BY PEDESTRIANS.8. RAMPS MAY BE PLACED RADIAL TANGENTIAL SECTIONS PROVIDED THATTHE A IN CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK /NDTHAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS =EDGXE PERPENDICULAR TO THE CURB. **G. 5•MIN TYPICAL CONCRETE SIDEWALK I5 4" THICK. WHEN THE ENTRANCE RADII CAW40TACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCKTRAFFIC. 4' MINTRUCK REFER TO STA DARD CG-13, COMMERCIAL ENTRANCE (HEAVY THAN TRAFFIC) FOR CONCRETE DEPTH. AVEMEFIGHER OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT W :T. , SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL). TYPE C A 4' x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL &PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF TRUNCATED DOME o C-C CURB AT ENTRANCES STREET CONNECTIONS THE DETECTABLE .6"-2.4" +I o WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD SHALL 0 0 0 0 0 0 z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH 0 0 0 0 o 0 0 0 O O 0 0 0 THE BACK OF CURB. LANDING RAMP O U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �a + < 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 iv 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �? 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5OX-65X OF BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DETECTABLE WARNING o AT BACK OF CURB "'14" �_ VARIABLE FULL WIDTH OF RAMP_ VARIABLE WIDTH RAMP FLOOR_ SEE NOTE 12. IAA f PAY LIMITSLIMITS DETECTABLE WARNING TRUNCATED DOME DETAIL DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL XVppT CG-12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SHEET 10F 5 REVISION DATE (GENERAL NOTES) 105 203.D5 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 NOTE: 1. COORDINATE COLOR OF ARMOR TILE WITH AIRPORT MANAGEMENT PRIOR TO INSTALLATION. 3" VDOT SM-2A 8" 21A STONE .,.,.,, ,,.,,__ SUBGRADE EXISTING PARKING LOT PAVEMENT SECTION NOT TO SCALE NOTES: 1. PAVEMENT SECTION IDENTIFIED FROM RECORD DRAWINGS. ...,BGRADE 95% STANDARD PROCTOR PROPOSED PARKING LOT PAVEMENT TYPICAL SECTION CG-3 NOT TO SCALE 2' It ♦. I� D.� • .♦ ' :A • fl � • ; SUEAICE 12 y A A BASE NOTESi 1. THIS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS AS F CAST N PLACE, 4000 PSI F PRECAST. l CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAD FOR AS RADIAL CURB. 4. THE DEPTH OF CURB WY BE REDUCED AS MUCH AS 3" (W DEPTH) OR INCREASED A4 MUCH AS 3• (IV DEPTH) N ORDER THAT THE BOTTOM OF THE CURB WILL CONCDE WITH THE TOP OF A COARSE OF THE PAVEMENT SUBSTRUCTURE 2=MiTHE DEPTH IS TO BE 18" A4 SHOWN. NO N THE PRICE BD IS TO BE MADE FOR A DECREASE OR AN INCREASE INDEPTH. 8, 00-3 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-7 AS SHOWN N APPENDIX A OF THE VDOT ROAD DESIGN MANUAL N THE SECTION ON GS URBAN STANDARDS. e. WHEN THIS SBT,ADARD IS TO BE TED INTO EXISTING BARRIER MADE WITHIN 10' OR TIE CHANGE IN TANDAWS BE MADE AT REGAM OPENINGA �VDOT STANDARD 4" CURB RUMNENCE ROAD AD BRIDGE STANDARDS SWEET 1 OF 1 REVISION DATE 1 105 1 VNGMA DEPARTMENT OF TRANSPORTATION 502 201.02 NEAT VERTICAL SAWCUT. TACK Q JOINT PRIOR TO PAVING \� O EXISTING SURFACE U a $$ a 5 EXISTING BASE PROPOSED ,B,ASE Fl Nil w QUO //// //// // // z w PAVEMENT TIE-IN DETAIL NOT TO SCALE 5" VDOT A4 CONCRETE .d a _a W/6X6 W2.1XW2.1 WWF d a AT MID DEPTH a SUBGRADE 95% STANDARD PROCTOR SIDEWALK PAVEMENT SECTION NOT TO SCALE NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS FOR ASSOCIATED BUILDING DETAILS AND REQUIREMENTS. 2. WELDED WIRE FABRIC SHALL BE SUPPLIED IN FLAT SHEETS AND NOT ROLLED. 3. ALIGN JOINTS IN NEW CURBING WITH JOINTS IN SIDEWALK. 4. SEE SIDEWALK DETAIL FOR CRACK CONTROL REQUIREMENTS. CONSTRUCTION NOTES: CRACK CONTROL JOINTS TO BE PROVIDED AT INTERVALS EQUAL TO WIDTH OF SIDEWALK EXTENDING INTO CONCRETE FOR 114 OF DEPTH. EXPANSION JOINTS TO BE INSTALLED AT INTERVALS NOT EXCEEDING 50', AND AT JUNCTION POINTS OF CURBS AND ENTRANCES, AND ON BOTH SIDES OF ALL SIDEWALK SECTIONS CONTAINING UTILITIES. PREMOLDED, %S" JOINT FILLER IS TO BE USED EXTENDING FROM BOTTOM OF SLAB TO 114" OF ITS TOP SURFACE. AS SOON AS SURFACE IRREGULARITIES ARE REMOVED, AND A LIGHT TRANSVERSE BROOM FINISH GIVEN, A LIQUID MEMBRANE SEAL OR OTHER APPROVED CURING MEDIUM IS TO BE APPLIED. SIDEWALKS ACROSS ENTRANCES SHALL HAVE A DEPTH OF SEVEN INCHES (7") WITH A MAXIMUM SLOPE OF I n. 1' CONCRETE SIDEWALK MAY NOT BE PLACED IF TEMPERATURES LESS THAN 400 ARE LIKELY DURING FIRST 72 HOURS AFTER PLACING. ANY ASPECT OF CONSTRUCTION NOT COVERED HEREIN IS TO BE PER THE CURRENT V.D.H&T. ROAD AND BRIDGE SPECIFICATIONS, SEC. 504. SIDEWALK DETAIL NOT TO SCALE NOTES: 1. SEE SHEET C7 FOR SIDEWALK LOCATIONS. 2. VDOT A4 CONCRETE (4,000 PSI ® 28-DAYS) G 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. isALLtt OF+ V ' T�L CHR TOPH fi JAB Lic. Noo. 039401 kIoxeL Date APRIL 2021 Scale NONE Drawn JPM Checked CRJ Project No. 2215-1902 Sheet No. C9 Of 2016 ROAD & BRIDGE STANDARDS q Lo I- H- Z Q of 0 Ld Q OL N O lJl I N 04 Nyne RwlRm,um LlaW Wv49eu DEDvi alma Runafne4uaim ROReM RRaDv PmmtCMPIa11Ca 5preadsiRst-verMm&0 arym DeSnsKhiYMNI3iE' matst&Lawos Site Summary P'flj xt Tte: Cl PARKING LOTEWATOR& VAR REPI EA Wte' J429 Rty I�fa t11i m POIy DEN14N A<2ffie'. 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PURCHASE OF NUTRIENT CREDITS SHALL BE COMPLETED PRIOR TO A CONSTRUCTION CONTRACT AWARD. Hydrologic Soil Group -Albemarle County, Virginia (CHO Parking Lot Elevators) Hydrologic Soil Group Map ura symbol Map unit name Rating Aares i1 A01 Peraem of A01 47C Ph Nanom samy loam. 7 to 15 pacem slopes A 1.4 10-8% 058 Fairv. sandy loam. 2 to 7 percent slopes B 3.8 28A% a6 UdoMents. loamy 2 to 2! percent slopes 6.6 48.9% 94B Toast sandy loam. 2 to 7 pace•N slopes B 14 10.0% 94C TLast sandy loam. 7 to 15 percent slopes 6 GZ 1.6% Totals for Area of Interest 13.4 100.0% a 8 92TN 38- 813" N r2Brco lI 3 4/4/2021 Page 1 of 4 SURFACE OF JOINT PANTED NTH ASPHALT H.�:•{ RW 2 3'f' PREMOLDED II NDT LOADED I JOINT FILLER a WYiL .' �li ul ' *Vd,X 9.. • ! e ' WATERSTOP TOP of WATERSTOP ' SEE RETAIL ALL 4" X 4" DETAIL •, ! TOE OF WALL KEYED JOINT • , BIF%ti' % 6„ 3lH WATER STOPS TO BE ELASTOMERIC OR OTHER APPROVED v'� v • . . I ATE IS] MATERIAL. DIMENSIONS SHOWN ARE ABSOLUTE MINIMUM. •, v v: EXPANSION JOINTS AT INTERVALS NOT EXCEEDING 90'. HEIGHT OF WALL "H" N FEET THICKNESS AT TOP "A" N FEET THICKNESS AT BASE B-.411 COMPRESSION AT TOE LBS.PER SO.FT. AREA OF SECTION SO.FT. 2 1-0.. 1'-0" 627 2.63 3 1'-2%" 1009 3.93 4 T-71/4" 1369 5.63 5 " 2'-0" 1709 8.13 6 2'-4i''4" 2049 10.85 7 2385 13.93 8 " 3'-2%" 2720 17.43 9 3'-71/4' 3054 21.33 10 4'-0" 3386 25.63 11 " V-4Y'4" 3718 30.33 12 4._2%.. 4050 35.43 13 5'-2%" 4381 40.93 14 5'-71/,' 4712 46.83 15 6'-0" 5043 5&13 H - HEIGHT IN FT. ! e A - V A " BASE - 4/10 H • • >, . s EARTH - 100 LEIS. CONCRETE - 150 LBS. . v p•L ' v.. • SCt A40LE OF REPOSE - 11/2:1 �/ v ' ! V. ri' ' ! V. • �yy POROUS BACKFILL 0 100 LBS./CU. FT. O' •. v . v ' ! =x K78 OR !B AGGREGATE OR CRUSHED GLASS 15MEETING 878 OR 88 GRADATION REOIIREMENTS 15 v'! > ! e 3" DRAIN PPE S'APART • • 0 WEEP HOLE WITH 12"X12" • . ! >' • V' PLASTIC HARDWARE CIL TH ' MESH OR GALVANIZED S WIRE MINIMUM WIRE D METER ' V . v'! V . v'! O . 0.03N',F4 NESH HARDWARE CLOTH ANCHORED F%W Y TO .LAC- ' • ' OUTSIDE OF STRUCTURE.v -��=P 1.0 SAFE BEARING CAPACITY OF SOIL ROCK MINIMUM ........................................... _........... -.-.10.000 - 20,000 LBS. PER SO. FT. GRAVEL AND COARSE SAND. WELL CEMENTED ......... 15.000 - 20,000 LBS. PER SO. FT. CLAY IN THICK BEDS. ALWAYS DRY .......... _........... _...... 12.000 - 15,000 LBS. PER SO.FT. CLAY IN THICK BEDS. MODERATELY DRY .............. 5.ODO - 12,000 LBS. PER So. FT. CLAY. SOFT ........................... ............ .,.............. -.... 2.000 - 4,000 LBS. PER SO. FT. SAD. DRY, COMPACT. AND WELL CEMENTED .......... -... 5.000 - 12.000 LBS. PER SO. FT. SAMD. CLEM. DRY .................... .............._._....._.-.-..... 4.000 - 5.000 LBS. PER SO FT, ALLUVIALSOILS. ETC .._..,....._.- ..............._._....._.-.-..... 1.000 - 2.000 LBS. PER SO. FT. B - 4/10 H NOTE: IF COMPRESSION AT TOE EXCEEDS SAFE BEARING CAPACITY OF SOL, A SPECIAL FOOTING IS TO BE USED. DEPTH OF WALL IN GROUND DETERMINED BY CONDITIONS. TO BE NOT LESS THAN RECIFERENCE CONCRETE GRAVITY RETAINING WALL - SIRE RE T` LEVEL BACKFILL ROAD AND BRIDGE STANDARDS Sag REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 401.01 2016 ROAD & BRIDGE STANDARDS .. .......... .......... ............. ......................... 2016 ROAD & BRIDGE STANDARDS 1y„ `7" 1" 1y, 11 7„ 11 II p, 1" VERTICAL GROOVE y�I BY... L IZ , RANDOM BOARD RUSTICATION NOTES: RUSTIC TREATMENTS FOR STANDARD RW-2 AND RW-3 CONCRETE GRAVITY RETAINING WALLS ARE TO BE CONSIDERED WHERE LARGE AREAS ARE SUBJECT TO VIEWING BY GENERA. PUBLIC. AS A GENERA. GUIDELINE THE USE OF SUCH TREATMENT WILL BE CONSIDERED ON WALLS WHERE THE HEIGHT IS 3' OR GREATER. THE SELECTION OF THE PROPOSED TREATMENT SHOULD BE MADE AT THE FIELD INSPECTION REVIEW AND PARTICULAR ATTENTION GIVEN IF THE PROPOSED WALL TIES INTO A BRIDGE ABUTMENT TO INSURE THAT BOTH HAVE THE SAME TREATMENT. IF ENVRDMENTAL CONSIDERATIONS DIOTATE.OTHER TYPES OF TREATMENTS CAN BE USED. 7%" BRICK REFERENCE SUGGESTED RUSTICATION TREATMENTS FOR SPECIFICATION VAT ROAD AID BRIDGE STANDARDS RETAINING WALLS REVISION DATE SHEET 1 OF 1 608 VIRGINIA DEPARTMENT OF TRANSPORTATION 4ot.os 2016 ROAD & BRIDGE STANDARDS RETAINING WALL NOTES 1. RW-2 WALLS TO BE INSTALLED AT THE LOWER END OF THE EXISTING NORTH AND SOUTH STAIRS, SEE SHEET C7. 2. WALLS TO BE 24" TALL ABOVEGROUND, WITH BRICK RUSTIC TREATMENT AND 14" WIDE BY 3" THICK LIMESTONE CAP. BRICK AND CAP TO MATCH ARCHITECTURAL REQUIREMENTS FOR COLOR AND PLACEMENT (COMPARE TO BRICK PIERS AND STONE CAP ON COLUMNS). 3. IN LIEU OF WEEP HOLES, PROVIDE 4" UNDERDRAIN AT BASE OF POROUS BACKFILL AND CONNECT TO DRAINAGE LINES. UNDERDRAIN IS A SEPARATE PAY ITEM. 4. POROUS BACKFILL TO BE PAID FOR UNDER THE VA-309 LINE ITEM FOR 57 STONE. 1 NORMAL FLOW NIL -HIV VVIV IVLV IIVIV v11111 UP STREAM PIPE AS REQUIRED DRAINAGE CLEAN -OUT NOT TO SCALE NOTES: 1. CLEAN -OUTS TO BE ON 100' C.-C. MAX. SPACING. UNDERDRAIN DETAIL NOT TO SCALE BACKFILL -WOVEN FILTER 'ERLAP 18" 4. DETAIL GRADED :GATE NO. 57) ZF. PVC 1GE PIPE. NOTES: 1. UNDERDRAIN TO BE INSTALLED AT LOCATIONS SHOWN ON SHEET C8 AND ARCHITECTURAL SHEETS. 2. PIPE ENDS SHALL BE COVERED WITH 3/4" X 3/4" MESH, 17 GAUGE, GALVANIZED HARDWARE CLOTH, SECURELY FASTENED. 3. GEOTEXTILE FILTER FABRIC INCIDENTAL TO UNDERDRAIN PAY ITEM. 4. 8 OZ. NON -WOVEN FILTER FABRIC TO BE MIRAFI 18014, US FABRIC 205NW, OR APPROVED EQUIVALENT. PB-I NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL GROUND LINE x jriGROUND LINE x GROUND LINE x "7-, rr/r/ rrrr - /N rrr //rrrr rrr rr J/ Jr r t) r EARTH - rJ /r -_ 0 ROCK OR rr f - t1 EARTH e N I o 7 UNYIELDING N SOIL o LI o o IEDONc _ - - � MATERIAL n , 31 e MIN. 1/70 D X D X BEDDING MN. 1/10 D X D X BEDDING MIN. 1/10 D _ MATERIAL MATERIAL X D X " PER H A . e.MAx.24" FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN. 1.5 x D MIN. 1.5 z D MN. 1.5 K O MNzy MIN. 1.5 x D MIN. 1.5 x D TOP OF FILL TOP OF FILL TOP OF FLL r • _ •. i\ r.. rrirri.I rrrr//F"-R ::+:}}:.• rrrrr/ rrrrrir .•1.•.•.+•.• _ rrrAir/rrrrrrr - rrrrrrrrrrrrr - }r..• /rrrrrrrirr "}' r/rrr/r/r/•}:}.• CODING a V: GROUND = rrrrrrr rrrrrrrrr-OROUNp } LINE -LINE ROCK ORMN.1/10 D UNYIELDING D X BEDDNG MATERIAL %'PER - *SOIL 1••OFH X O XMN. .. 1/15 D ^BEDDING MN.8". BEDDNG MATERIAL EARTH MAX. 24" MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ®BEDDNG MATERIAL INACCORDANCE WITH EMBANKMENT SECTION 302 OF THE ROAD AND BRIDGE ® NOTES: SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, CLASS I BACKFILL MATERIAL N ACCORDANCE SEE INSTALLATION OF PIPE CULVERTS WITH SECTION 302 OF THE ROAD AND BRIDGE AND STORM SEWERS GENERAL NOTES SPECIFICATIONS. �_.'�.T._�..'.7 ION SHEET 107.00. REGULAR BACKFILL MATERIAL ACCORDANCE FOR PLASTIC PPE CLASS I BACKFILL MATERIAL WITH SECTION 302 OF THE ROAD AND BRIDGE CRUSHED GLASS CONFORMING TO THE SPECFICATIONS. IN ACCORDANCE WITH SECTION 302 OF THE ROAD SIZE REQUIREMENTS FOR CRUSHER RUN AN0 BRIDGE SPECIFICATIONS. AGGREGATE SIZE 25 AND 26 MAY BE USED IN PLACE OF CLASS I BACKFILL. REGULAR 302 KOF THEA ROAD FOR ALL OTHER PIPE N ACCORDANCE WITH EM AND BRIDGE SPECIFICATIONS. INSTALL. OF PIPE CULVERTS AND STORM SEWERS TI SREFE ENCEN ROAD AND eRIDCS ANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD "A" 3D2 REVISION SHEET 1 OF 4 DATE 07/12 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 107 01 Q O W U a�$ zQ W, 1/L1 ,, •�z�ry' 5 00 �i LEA Q tYJ ob Yl ;Q�KI L_ 00 z U z o W FL Z F Q o: U) CIS 0 W � � q 5 W �Cq 4 Q 1 q Cl� O o o� Lid Gi co Cd P� o w Z �aabM�I �1 h a114 rrCIS 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. SALTH pt, DrfP Citf I'CHR TOPH ER Lic. No. 039401 �0 H-y-Zo2 IONAT, Date APRIL 2021 Scale NONE Drawn JPM Checked CRJ Project No. 2215-1902 Sheet No. C10 Of 1" CROWN FINISHED GRADE i . " CONCRETE FOOTING VDOT A3 (3,000 PSI) MIN. l FENCE POST BRICK OR CONCRETE r 6" (MIN.) 1 VDOT NO. 57 6" (APPROX.) (NP) �*� T * 12" FOR LINE POST 14" FOR END OR CORNER POST FENCE POST FOOTING DETAIL NOT TO SCALE GROUND — CONNECTORS CADWELD CONINE TO GROUND ROD CLAMP TO STRETCHER BAR -#6 BARE COPPER 6" MIN. '�-5/8" DIA. x 8' GROUND ROD COPPER CLAD FENCE GROUNDING DETAIL NOT TO SCALE NOTE: SEE SPECIFICATION F-162-3.10 FOR GROUNDING LOCATIONS. I.10' MAX. 10' MAX. �-TOP RAIL (TYP) TYPICAL LINE POST TYPICAL END OR MIN. O.D. (TYP) CIR MIN. O.D. CORNER POST CIRCULAR 3" O.D. CIRCULAR. 12-1/2 GAUGE BARRED WIRE 2" MESH 9 GAUGE AS REQUIRED BLACK VINYL COATED FABRIC v TENSION WIRE (TYP)36- ? (7yp)+ '. CONCRETE • FILL . • TYPICAL END OR CORNER POST 3" O.D. 14" 12" 14^ 6" MIN. VDOT NO. 57 (TYP) TYPICAL BLACK VINYL CHAIN LINK FENCE DETAIL NOT TO SCALE NOTE: o 1. END POST SHALL BE INSTALLED AT EVERY 500'INTERVAL IN STRAIGHT SECTIONS OF FENCE, AND AT ALL CHANGES IN DIRECTION OF FENCING. U) J Q w U to N O 01 I N N SIL T FENCE WITHOUTEXTRA STREACTA FILTER FABRIC NEEDED Io'rillr'r; SUPPORT NQI //O /Ir 111 Ipr IIII' All /// /11 /Ir Ar 11 111 p1 11 // /I Ir ' �/II rrAl 11j1 //O'I�iAAOArinlpr STEEL OR /I111r/Illll�lpl�j//O�p1�/JI�j/I�jlliin'; WOOD POST II 11 11 /11 /11 /r Illlllllllllll��jjltlll/' IAI' Ij1 Ij11 O 1 O I� 1 II /IIIII Ilrl rll rl rl Or Illllll��jlll���jll��jjl �jjll��jliO�jjOjjAp4�rrrrr II I IIIII IIIIII Ilpl Ipl Ipp j111 I/IlOplri/rrr ,rFLOW �IIIIIII�� I�Iljjllljjjllpll pOr111111/p II • j/IIIIIIII��jjlll�p0j11 �� 10 FT MAX SPACING WITH WIRE SUPPORT FENCE 6 FT MAX SPACING V41THOUT WIRE SUPPORT FENCE jlllllil'llllll �► PONDING HT. PONDING HT. STEEL OR W ATTACH SECURELY ••1POST • TO UPSTREAM SIDE OF ^ • RUNOFF• AX. RUNOFF h(RECOMMENDED) STORAGE 12"I STANDARD4%6" TRENCH WITH COMPACTED GRAVEL BACKFILL TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL NOTE: 1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF —SITE AND CAN BE PERMANENTLY STABILIZED. 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE POUNDING EFFICIENCY. INLET PROTECTION (TYPE A) SEE NOTE 1 3" RADIUS CONCRETE CAP 6" DIAMETER STANDARD PIPE - (FILLED NTH VDOT A3 CONCRETE). MOUNT 6- SQUARE WHITE BOLLARD COVER AS REQUIRED IN SPECIFICATIONS. SLOPE CC TO DRAIN VDOT CLASS A3 CONCRETE — POURED AROUND BASE (TYP.) d. .d d • d y m d• •d •d _ n 3'-6. 3' 4" (TYP.) LIA PIPE BOLLARD DETAIL INLET PROTECTION EC-6 (TYPE B) SEE CURB INLET NOTE 1 ADJACENT tl/VfKItK 03' q PDJACENT TO CONCRETE � ppTFILTE!"— rqG�RAVnEooSEE STANDARD EC-5 FOR TEMPORARY FILTER" X j(1" MESHCONCRETE BLOCK DAM BARRIER INSTALLATION HARDWARE CLOTHA3 COARSE AGGREGATE REQUIREMENTS TYPICAL TREATMENT FOR TYPICAL TREATMENT RUNOFF DROP INLET WITH CONCRETE FOR DROP INLET WATER WITH OVERFLOW GUTTER WITHOUT CONCRETE GUTTER SEDIMENT FILTERED WATER =IIII-7III I SEE 'vain �1- 2 NOTE 1 SEDIMENT —, n I I,�,� II *3 COARSE lag Il llllz jf m AGGREGATE %" X �/" MESH IIII — :d HARDWARE CLOTH CURB INLET SECTION A -A X 4" WOOD STUD ADJACENT TOKEEP FRONT BLOCKS IN PLACE) CONCRETE )KIF CHECK DAM IS LOCATED INSIDE CLEAR ZONE AND ADJACENT CONCRETE TEMPORARY GUTTER (TYPICAL) TO A TRAVELWAY, SLOPE FACING ON COMING TRAFFIC IS TO BE FILTER 6-1 AND MAXIMUM H IS TO BE 12". ARRER SECTION VIEW 12" CONCRETE * SPECIFIC APPLICATION GUTTERGUTTER DITCH FLOW yA 7y* THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. 11 SEDIMENT *3 COARSE FEDIMEN AGGREGATE 6' NOTES SECTION B-B 1. POSTS AND TOP RAIL SHALL BE A NOMINAL 2!/z" X 21/" OR A 3" DIA NO. 2 SOUTHERN PINE, A NOMNAALL 2" X' OAK, OR STEEL HAVING A MIN. WEIGHT OF 1.25 LOS. PER LINEAR FOOT MID A MIN. LENGTH OF 5' FOR TEMPORARY SILT FENCES. 2. END OF FILTER BARRIER TO BE EMBEDDED INTO AGGREGATE. 3. IF A DROP INLET IS LOCATED IN A SAG IN THE DITCH GRADE, A CHECK DAM IS REQUIRED FOR EACH SIDE OF THE INLET THAT RECEIVES DITCH FLOW. 4. WHERE DRAINAGE AREAS EXCEED ONE ACRE OR DITCH GRADE EXCEEDS 3 A TEMPORARY SEDIMENT FOREBAY SHALL BE INSTALLE WITH MINIMUM DIMENSIONS OF 12" DEPTH, T WIDTH AND 6' LENGTH. 16i1# GEOTEXTILE PRODUCTS DESIGNED TO BE INSERTED INTO GRATED DROP INLETS OR DESIGNED TO COVER THE SLOTS OF SLOT DROP INLETS, THAT HAVE BEEN APPROVED FOR USE ON VDOT PROJECTS AND ARE FOUND ON VDOT'S SPIEL LIST, MAY BE SUBSTITUTED FOR THE DROP INLET PROTECTION DEVICES DETAILED HEREON. SPECIFICATION REFERENCE INLET PROTECTION XVDDT (TYPE A AND B) ROAD AND BRIDGE STANDARDS 107 REVISION DATE SHEET 1 OF 2 242 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 113.09 NOT TO SCALE 18" WHITE (TYP) 7 18, (TYP) -4— (T WIDE � C- (T�) (C-C) TYPICAL PARKING N BAY LAYOUT NOT TO SCALE NOTE: 1. ALL PAVEMENT MARKING MATERIALS AND APPLICATION TO BE IN ACCORDANCE TO VDOT SPECIFICATIONS SECTION 704 FOR TYPE A OR TYPE B-1 PAVEMENT MARKINGS. �3' YELLOW (TYP) PARKING CROSS -HATCH MARKING DETAIL NOT TO SCALE NOTES: 1. SEE SITE PLAN FOR LOCATIONS ADJACENT TO EACH ELEVATOR PAVILION. 2. ALL PAVEMENT MARKING MATERIALS AND APPLICATION TO BE IN ACCORDANCE TO VDOT SPECIFICATIONS SECTION 704 FOR TYPE A OR TYPE B-1 PAVEMENT MARKINGS. RED REFLECTIVE 12" WHITE REFLECTIVE FINISH FIRE HYDRANT SIGN DETAIL NOT TO SCALE NOTES: 1. SIGN TO BE ALUMINUM. 2. ALL FASTENERS TO BE GALVANIZED OR STAINLESS STEEL. O Z w ff O_ O t�1 ZZ 0 2 D 0 Z W 0 Q CIS �OCq 5 W In ,II 4Z w 0CIS O 0 Cd WwZ 0a bM CIS o a 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. SALTH Off+ Dl+P Git CHR TOPH ER ,A Lic. No. 039401 000 H-y-Zo2 IONAL yCi Date APRIL 2021 Scale NONE Drawn JPM Checked CRJ Project No. 2215-1902 Sheet No. C11 Of 0 0 0 U) N 0 rn I N N 9 VAC25-840-40. Minimum Standards. A VESCP must be consistent with the following criteria, techniques and methods: 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on an portion of the site. Temporary soil stabilization Y g YP P Y shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 14 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2. During construction of the project, soil stock piles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion. 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upslope land disturbance takes place. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6. Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. b. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin during a 25-year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. 7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the p p g problem is corrected. 8. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10. All storm sewer inlets that are made operable during construction shall be protected P g so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11. Before newly constructed stormwater conveyance channels or pipes are made operational, adequate outlet protection and any required temporary ryor permanent channel lining shall be installed in both the conveyance channel and receiving channel. 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Non -erodible material shall be used for the p g construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by non -erodible cover materials. 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of non -erodible material shall be provided. 14. All applicable federal, state and local requirements pertaining to working in or crossing live watercourses shall be met. 15. The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: a. No more than 500 linear feet of trench may P be opened at one time. b. Excavated material shall be P laced on the uphill side of trenches. P c. Effluent from dewaterin operations shall be filtered or passed through an g P p g approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off -site property. d. Material used for backfillin trenches shall be properly compacted in order to g P p Y P minimize erosion and promote stabilization. e. Restabilization shall be accomplished in accordance with this chapter. f. Applicable safety requirements shall be complied with. 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well as to larger land -disturbing activities. 18. All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the VESCP authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria. Stream restoration and relocation projects that incorporate natural channel design concepts are not man-made channels p l p g P and shall be exempt from any flow rate capacity and velocity requirements for natural or man-made channels: a. Concentrated stormwater runoff leaving a development site shall be discharged directly into an adequate natural or man-made receiving channel, pipe or storm sewer system. For those sites where runoff is discharged into a pipe or pipe system, downstream stability analyses at the outfall of the pipe or pipe system shall be performed. b. Adequacy of all channels and pipes shall be verified in the following manner: (1) The applicant shall demonstrate that the total drainage area to the point of analysis within the channel is 100 times greater than the contributing drainage area of the project in question; or (2) (a) Natural channels shall be analyzed by the use of a two-year storm to verify that stormwater will not overtop channel banks nor cause erosion of channel bed or banks. (b) All previously constructed man-made channels shall be analyzed by the use of a 10year storm to verify that stormwater will not overtop its banks and by the use of a two year storm to demonstrate that stormwater will not cause erosion of channel bed or banks; and (c) Pipes and storm sewer systems shall be analyzed by the use of a 10-year storm to verify that stormwater will be contained within the pipe or system. c. If existing natural receiving channels or previously constructed man-made channels or pipes are not adequate, the applicant shall: (1) Improve the channels to a condition where a 10-year storm will not overtop the banks and a two-year storm will not cause erosion to the channel, the bed, or the banks; or (2) Improve the pipe or pipe system to a condition where the 10-year storm is contained within the appurtenances; (3) Develop a site design that will not cause the pre -development peak runoff rate from a two-year storm to increase when runoff outfalls into a natural channel or will not cause the pre -development peak runoff rate from a 10-year storm to increase when runoff outfalls into a man-made channel; or (4) Provide a combination of channel improvement, stormwater detention or other measures which is satisfactory to the VESCP authority to prevent downstream erosion. d. The applicant shall provide evidence of permission to make the improvements. e. All hydrologic analyses shall be based on the existing watershed characteristics and the ultimate development condition of the subject project. f. If the applicant chooses an option that includes stormwater detention, he shall obtain approval from the VESCP of a plan for maintenance of the detention facilities. The plan shall set forth the maintenance requirements of the facility and the person responsible for performing the maintenance. g. Outfall from a detention facility shall be discharged to a receiving channel, and energy dissipaters shall be placed at the outfall of all detention facilities as necessary to provide a stabilized transition from the facility to the receiving channel. h. All on -site channels must be verified to be adequate. i. Increased volumes of sheet flows that may cause erosion or sedimentation on adjacent property shall be diverted to a stable outlet, adequate channel, pipe or pipe system, or to a detention facility. j. In applying these stormwater management criteria, individual lots or parcels in a residential commercial or industrial development ment shall not p be considered to be separate development projects. Instead, the development, as a whole, shall be considered to be a single development project. Hydrologic parameters that reflect the ultimate development condition shall be used in all engineering calculations. p g g k. All measures used to protect properties and waterways shall be employed in a manner which minimizes impacts on the physical, chemical and biological integrity of rivers, streams and other waters of the state. I. Any plan approved prior to July 1, 2014, that provides for stormwater management that addresses any flow rate capacity and velocity requirements for natural or manmade channels shall satisfy the flow rate capacity and velocity requirements for natural or man-made channels if the practices are designed to (i) detain the water quality volume and to release it over 48 hours; (ii) detain and release over a 24-hour period the expected rainfall resulting from the one year, 24-hour storm; and (iii) reduce the allowable peak flow rate resulting from the 1.5, 2, and 10-year, 24-hour storms to a level that is less than or equal to the peak flow rate from the site assuming it was in a good forested condition, achieved through multiplication of the forested peak flow rate by a reduction factor that is equal to the runoff volume from the site when it was in a good forested condition divided by the runoff volume from the site in its proposed condition, and shall be exempt from any flow rate capacity and velocity requirements for natural or man-made channels as defined in any regulations promulgated pursuant to § 62.1-44.15:54 or 62.1-44.15:65 of the Act. m. For plans approved on and after Jul 1 2014 the flow rate capacity and P PP Y P Y velocity requirements of § 62.1-44.15:52 A of the Act and this subsection shall be satisfied b compliance with water quantity Y P q Y requirements in the Stormwater Management Act (§ 62.1-44.15:24 et seq. of the Code of Virginia) and attendant regulations, unless such land -disturbing activities (i) are in accordance with provisions for time limits on applicability of approved design criteria in 9VAC25-870-47 or grandfathering in 9VAC25-870-48 of the Virginia Stormwater Management Program (VSMP) Regulation, in which case the flow rate capacity and velocity requirements of § 62.1-44.15:52 A of the Act shall apply, or (ii) are exempt pursuant to § 62.1-44.15:34 C 7 of the Act. n. Compliance with the water quantity minimum standards set out in 9VAC25-870-66of the Virginia Stormwater Management Program (VSMP) Regulation shall be deemed to satisfy the requirements of this subdivision 19. Statutory Authority § 62.1-44.15:52 of the Code of Virginia. Historical Notes Former 4VAC50-30-40, derived from VR625-02-00 § 4; eff September 13, 1990; amended, Virginia Register Volume 11, Issue 11, eff. March 22, 1995; Volume 29, Issue 4, eff. November 21, 2012; amended and renumbered, Virginia Register Volume 30, Issue 2, eff. October 23, 2013; amended, Virginia Register Volume 31, Issue 24, eff. August 26, 2015; Volume 33, Issue 4, eff. November 17, 2016. INLET PROTECTION (TYPE A) SEE NOTE 2 SEE NOTE 1 1q O�' CHECK DAM TYPICAL TREATMENT FOR TYPICAL TREATMENT DROP INLET WITH CONCRETE FOR DROP INLET GUTTER WITHOUT CONCRETE GUTTER 3 SEE _- #3 COARSE NOTE 1 X V AGGREGATE SECTION A -A ADJAMT *IF CHECK DMA IS LOCATED INSIDE CLEAR ZONE AND ADJACENT CONCRETE TEMPORARY TO A TRAVELWAY, SLOPE FACING ON COMING TRAFFIC IS TO BE FILTER 6:1 AND MAXIMUM H IS TO BE 12". ARRER CONCRETE * GUTTER aLAW rCH Fz, zN T NENT #3 COARSE SEDFE DIMEN AGGREGATE NOTES B SECTION B-B 1. POSTS AND TOP RAIL SHALL BE A NOMINAL 21/z" X 2 OR A 3" DIA NO. 2 SOUTHERN PINE, A NOMINAL 2" X Z" OAK OR STEEL HAVING A MN WEIGHT OF 125 LEIS PER unEc • INLET PROTECTION (TYPE B) RPA OVERFLOW EC-6 INLET -1 300 - CONCRETE BLOCK -TERED WATER rim i.HAX AR MESHJ�N HARDWARE CLOTH JJ �4 • I `CURB INLET 2" X 4" WOOD STUD CONCRETE (TO KEEP FRONT BLOCKS N PLACEI GUTTER (TYPICAL) SECTION VIEW SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE POFDING N FRONT OF THE STRUCTURE. LINEAR FOOT AND A MN. LENGTH OF 5'FOR TEMPORARY NOTE: SILT FENCES. GEOTEXTILE PRODUCTS DESIGNED TO BE INSERTED INTO GRATED DROP INLETS 2. END OF FILTER BARRIER TO BE EMBEDDED INTO OR DESIGNED TO COVER THE SLOTS OF SLOT DROP INLETS, THAT HAVE BEEN AGGREGATE. APPROVED FOR USE ON VDOT PROJECTS AND ARE FOUND ON VDOT'S SPEL LIST, MAY BE SUBSTITUTED FOR THE DROP INLET PROTECTION DEVICES DETAILED HEREON. 3. F A DROP INLET IS LOCATED IN A SAC IN THE DITCH GRADE, A CHECK DAM IS REQUIRED FOR EACH SIDE OF THE INLET THAT RECEIVES DITCH FLOW. 4. WHERE DRAINAGE AREAS EXCEED ONE ACRE OR DITCH GRADE EXCEEDS 3x,A TEMPORARY SEDIMENT FOREBAY SHALL BE INSTALLED WITH MINIMUM DIMENSIONS OF 12" DEPTH. 2' WIDTH AND W LENGTH. MREFERENCE INLET PROTECTION tVL.F-iI (TYPE A AND B) ROAD AND BRIDGE STANDARDS 107 REVISION DATE SHEET 1 OF 2 242 303 VIRGNIA DEPARTMENT OF TRANSPORTATION 113.09 EROSION AND SEDIMENT CONTROL NARRATIVE AND NOTES I. PROJECT DESCRIPTION The purpose of this project at the Charlottesville -Albemarle Airport is to construct two open air elevator pavilions serving the long term parking lot and terminal building, along with demolition of the existing single elevator serving the same area. The project site work shall include traffic control measures, pedestrian wayfinding, erosion control, demolition operations, electrical utilities lighting,concrete sidewalk and curbing, grading drainage provisions for tie-ins of the 9.9 9 9 pavilion canopy drainage system, asphalt paving, stabilization, landscaping, and miscellaneous items. Disturbed acreage = 0.34 acres. It. EXISTING SITE CONDITIONS The project site is an area approximately one-third of an acre in size with moderate terrain. Elevations in the project area range from 605 MSL to 619 MSL. The project site is a grass covered hillside located on the pedestrian side of the terminal building, between the paved airport loop road and the paved long term parking lot. III. ADJACENT PROPERTY The project site is completely surrounded by airport property. The terminal building and loop road are located to the west, grass covered hillside to the north and south, and long term parking lot to the east. IV. SOILS The project site is covered with a veneer of topsoil and rootmat. Underlying the topsoil is a 5' layer of fill that is classified as Sand Silt with Unified Soil Classification of ML. This layer is Y Y Y moist and very loose to loose in compaction. Under the fill layer is 4'-5' of Silty Sand (SM) that is moist and medium dense to loose in compaction. No groundwater was encountered during drilling operations. V. CRITICAL EROSION AREAS The potential critical areas are the bottom of the hillside adjoining the parking lot and drainage tie-in locations to the existing drainage inlets. Silt fence and inlet protection will be installed to protect adjacent and offsite areas from sediment deposition. Whenever grading is necessary, adequate precautions shall be taken to minimize erosion and trap sediment on the site. VI. MANAGEMENT STRATEGIES AND SEQUENCE OF EROSION CONTROL MEASURES Unless otherwise indicated, all erosion and sediment control practices shall be constructed and maintained in accordance with the minimum standards and specifications of the latest edition of the VE&SCR and VE&SC Handbook. The following sequence of events for erosion and sediment control measures shall be incorporated into the construction schedule for this project and shall apply to all construction activities within the project limits: 1. a. Temporary construction entrance(s) shall be provided at the location(s) shown on the plans. This entrance(s) shall be constructed in accordance with the Virginia Erosion and Sediment Control Handbook (Std. & Spec. 3.02). Wash racks are to be provided where water is available. b. Where construction vehicle access routes intersect paved public roads, provisions shall be made to minimize the transport of sediment onto the paved surface. Where sediment is transported onto a public road surface, the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads b shoveling or sweeping and Y Y 9 P 9 transported to an approved roved location when sediment is removed in this manner. P c. Construction traffic shall be limited to access roads. As traffic is prohibited from crossing drainage swales and streams except where absolutely necessary (Std. & Spec. 3.24 VE&SC Handbook. 2. Silt fence and construction entrance are to be placed prior to clearing and grubbing or prior to the first phase of construction. 3. All erosion control is to be installed and made operational at the start of clearing operations, including approved sediment traps. 4. The contractor shall complete drainage facilities within thirty (30) days following completion of rough grading at any point within the project. 5. Construction will be sequenced so that grading operations can begin and end as quickly as possible. 6. Areas which are not to be disturbed will be clearly marked by fencing, flags, signs, etc. 7. a. Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven (7) days to denuded areas that may not be at final grade but will remain dormant (undisturbed) for longer than fourteen (14) days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one (1) year. SIL T FENCE EXTRA STRERGTA FILTER FABRIC NEEDED SUPP•RT E; n IIIIIIIIIIIp%IIEIEIy;��i9i STEEL • - IIIIII11�111111111,1111111/I,��f,AI //' Irpn WOOD POST ,11111111111 111111IIIilIlljllllljlAjjjl�llip�li��til�I. 1 I I r. 1 1 1 1 1 I 1 r I I I I I I 1 1 I it I 1 1 i I I 1 r 1 I I I 1 I 1 I I I I I I r I I I I I I I r I I 1 I I I 1 I I I I I I 1 1 1 I I I I I I I I 1 r I I I I I 1 1 1 I I I it 1 I I I I I I 1 I I I I I I I 1 I I I I I I I I 1 I I 1 I I I I I I I I 1 I I I 1 I I I I I I 1 i r I I I I I I I I I I I I I I I I I I 1 I I I I I 1 II I 1 I I I I I I I I I I i 11 I I I I 1 I I I I I I I 1 I I I I I 1 1 1 I I I II f n I I 1 I I 1 I I II I I 1 I 1 I II I I 1 I I I 1 I I 1 I I I I I I I 1 IIII IIIIII IIII IIII j111111111 IIII�,A I� III III U11 I11 111 III UI I I I I I I I I II I I I I Illlllllllllll�I/II(/)IIIjj1111111 II I ,IIII�II�'ll • 10 FT =SUPPORT6 ��'�22'��' i' WIRE III.•,.%.. FT MAX SPACING WITHOUT Y%.WIRE SUPPORT FENCE PONDING HT. PONDING HT. STEEL OR FILTER FABRIC ••I POST ATTACH SECURELY MAX-\ TO UPSTREAM POST.36HIGH SIDE OF RUNOFF RUNOFF b. During construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. c. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a P Y 9 ground cover is achieved that, in the opinion of the local program administrator or his designated agent, is uniform and mature enough to survive and will inhibit erosion. Vegetative cover shall be established as follows: Permanent Seed 200 #/acre (Kentucky 31 or Turf Type Tall Fescue) Topsoil 4" thick T 12" MIN. 4"x6" TRENCH WITH COMPACTED BACKFILL STANDARD DETAIL TRENCH WITH NATIVE BACKFILL NOTES: 1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE POUNDING EFFICIENCY. TEMPORARY SEEDING CHART SEED APPLICATION RATE PLANTING DATES 50/50 MIX OF ANNUAL RYE & CEREAL RYE 100 LBS/ACRE SEPT. 1 - FEB. 15 ANNUAL RYEGRASS 100 LBS/ACRE FEB. 16 - APR. 30 WEEPING LOVEGRASS 15 LBS/ACRE MAY 1 - AUG. 31 Lime 4,000 #/acre Fertilizer 1,000 #/acre of 10-20-10 Mulch 2,000 #/acre Temporary Seed See Table (This Sheet) Stabilization measures shall be applied to earthen structures such as dams, diversions, ditches, water course beds and banks immediately after installation (Std. & Spec. 3.36 VE&SC Handbook). SEQUENCE OF CONSTRUCTION 8. a. All storm sewer inlets that are made operable during construction shall be protected so 1. The Contractor shall obtain all required permits including the locality land that sediment -laden water cannot enter the conveyance system without first being disturbance permit and the VA-DEQ stormwater discharge permit for filtered or otherwise treated to remove sediment. construction activities. A copy of these permits shall be provided to the Engineer prior to commencing land disturbing activities. b. Before newt constructed conveyance channels are made operational, adequate outlet Y Y P q protection and required temporary or permanent channel lining shall be installed in both 2. The Contractor must give 48 hours notification to schedule a pre -construction the conveyance channel and receiving channel. meeting with the Albemarle County Erosion Control Inspector. Contact Albemarle County Community Development at (434) 296-5832. 9. a. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one (1) year of 3. Contractor shall implement the stormwater pollution prevention plan for permanent stabilization shall be provided with additional slope stabilizing measures until construction activities. the problem is corrected. 4. Establish staging area within the long term parking lot. Place silt fence and inlet b. Concentrated runoff shall not flow down cut or fill slopes unless contained within an protection as per plans. No additional construction shall begin until the erosion adequate temporary or permanent channel, flume, or slope drain structure. control measures are in place. 10. Periodic inspections and required maintenance must be provided, especially after each 5. Phasing of the project to be in accordance to the maintenance of traffic (phasing significant storm event. The project superintendent shall be responsible for the plans) identified on Sheets C3-05 of the plans. The south elevator pavilion shall installation and maintenance of all erosion and sediment control practices. be constructed first in its entirety, followed by the north elevator pavilion in its entirety, and finally the demolition of the existing central elevator and its flanking 11. The plan approving authority must be notified one (1) week prior to the preconstruction stairs. conference, one (1) week prior to the commencement of land activity, and one (1) week prior to final inspection. 6. Stabilize the site with vegetation and mulch according to the project specifications. Dust control and dewatering efforts shall be continuous 12. All temporary erosion and sediment control measures shall be removed within thirty (30) throughout the project. days after final site stabilization or after the temporary measures are no longer needed unless otherwise authorized by the local program administrator. Trapped sediment and 7. Seed denuded areas as soon as possible and mulch all disturbed areas. Install the disturbed soils areas resulting from the disposition of temporary measures shall be landscaping per the project landscaping plan. permanentlystabilized topreventfuture erosion and sedimentation. 8. Continuingmaintenance practices shall be performed to insure protection of P P 13. Responsible Land Disturber (for design only): Christopher R. Jaeger, PE # 039401. downstream properties. 14. Whenever sediment -laden water is removed from a construction site by means of pumping, a 9. No erosion control devices shall be removed until an adequate stand of grass temporary settling and filtering device shall be used to filter the sediment -laden water prior to has been obtained. Prior to the removal of the devices, all silt and debris shall the water being discharged from the site. be removed. VII. MAINTENANCE 10. All vegetative and structural erosion and sediment control measures shown on the plans are to be constructed, maintained and removed in accordance with In general, all erosion and sedimentation control measures shall be checked after each the current edition of the Virginia Erosion and Sediment Control Handbook and rainfall or weekly, whichever is most frequent, and should be cleaned and repaired Virginia Regulation VR 625-02-00. according to the following schedule: 1. Erosion and sediment control will be checked regularly for undermining, deterioration, buildup or clogging with sediment. Corrective action will be taken immediately. 2. All seeded areas will be checked regularly to see that a good stand of grass is maintained. Areas should be fertilized and reseeded as needed. 3. All temporary erosion and sediment measures shall be removed within thirty (30) days after final site stabilization is achieved and vegetation is established. 111111110 w w 2 0 Q Z CO O FL O F 2 0 U -IIIII1I10 .,y 5 _W0Cq rn V �1 Cq I lO Z OAcl�o a Leo �1 Cd W 1 A � W CIS O � a 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. �p,LTH Off, � O J O w N:i CHIT TOPHJl� Lic. No. 039401 Low H-y-Zo21 �s CIIVAL �a Date APRIL 2021 Scale NONE Drawn REK Checked CRJ Project No. 2215-1902 Sheet No Of C12 LIGHTING FIXTURE SCHEDULE TAG SYMBOL LOCATION MANUFACTURER CATALOG NUMBER LAMPS VOLTS 0 FIXT. LUMENS LLF FIXT. WATTS QA O PAVILION CANOPY PRESCOLITE LF4ML1530K8 4000K 120/277 1 1,500 1.0 21.7 0 O TOWER SOFFIT SIGN LIGHTS ALPHABET NU3 RW 13LM 40K WW UNV NC WH 4000K 120/277 1 1,050 1.0 17 © ♦O LONG TERM PARKING HUBBELL CL1-90L-AD-U-4K-4-105-BL--BC CIMARRON CL1 SERIES 184 LEDs - 4000K 70CRI 120/277t 1 15,127 1.0 325 NOTES: 1. SEE DRAWING E3 FOR FIXTURE DETAILS. +0.3 +0.5 +0.6 +0.8 +0.9 +1.0 +1.0 +1.0 +0.9 +0.7 +0. +�50.3 LOWER LANDING SOUTH ELEVATOR TOWER LEVEL PLAN ,,,4Z�LIGHTING PHOTOMETRICS D N I 1 I I 1 +4.7 +7.2 +8.6 +9.3 +9.2 +8.2 +6.5 +3.7 +1F3 I +6.6 +9.2• +11.1 +13.0 +12.5 �10.4 +8.6 +5.3 +210 1 I +[[[7'''.���7 +11.1 +13.3 +15.1 +14.6 +12.5 +10.3 +6.1 ++-3f 1 f 719+ 12.4 +14.8 +15.7 +15.6 +14.1 +11.1 +6.2 1 +11.5+13.7+15.5+15.0+13.0+10.6+6.2 + 1 1 +7 7 +11 1 +13 + + +42 I +7.9 +12.2+14. 15 .5+14 .0+ . +2b I I +7.9 +12.0+14. + .6+ 5 .6+ 0. 6 +31 I +7.7 +11t+13. + .6 2. 1 .2+ .1 + 2 1 +7.9 +11.9+14. .6+ 5. 1 .4+ . 6 +41 1 +7.9 +12.3+14. + 5. 1 .5+ 1 + +,J4 1 1 +7.7 +114+13. .2+ 4. •1 + .3+6 + I +7.8 +11.4 +13. 1 + .9 1 + . + I A2 1 +7.9 +12.4 +14. 1 + 5. 1 I +7.8 +11..5 +13. + 5. 1 + +42 +7.7 +11.1 +13. ur2l + +7.9 +12.2+14.6+ .7+15.5+ .0+11.0++7.9 +12.0+14.3+1 +11.11+13.2+1+11.9+14.2+1 +7.9 +12.2 +14.7 1 I +7.5 +10,p +12.8 n I +6.3 +8.9 +10.9 I I +4.1 +6.6 +8.8 I 1 +1.9 +3.5 +5.9 x +1.4 +2.9 +6.0 1 I +3.2 +5.5 +9.2 • I I +5.6 +8.5 +12.1 1 ®s +s.s•+1z.8 • ® 1 1 +11.2 +14.0 +16.8 +17.6 +15.9 +12.7 +0.0 1 1 +11.6 +14.8 +16.6 +16.5 +14.4 +10.4 +5.2 1 1 +11.0+13.8+16.5+15.7+12.7+9.3 +4.7 1 • • 1 +9.7 +12.2 +15.0 +14.1 +11.0 +8.1 +4.2 1 1 +12.5 +15.8 +17.8 +17.3 +14.6 +10.7 +6.3 1 Ir�� b b b limed UPPER WALKWAY CROSSWALK (TYP) Iaa015a1,721wififflyl ROOF OUTLINE PPER LEVEL (TYP OF 4) UPPER PLAN AND WALKWALKWAY - LIGHTING PHOTOMETRICS SCALE: 1" = 10'-0" 7 • Description Calc Zone #3 stair mid landing SymbolStatistics + 11.4 fc 13.5 fc 7.9 fc 1.7:1 1.4:1 Calc Zone #5 lower stair tread + 9.5 fc 12.9 fc 5.2 fc 2.5:1 1.8:1 Calc Zone #6 upper stair tread + 11.7 fc 14.2 fc 9.8 fc 1.4:1 1.2:1 Calc Zone #7 tower sign + 12.8 fc 47.0 fc 0.1 fc 470.0:1 128.0:1 Calc Zone #7 upper walkway + 10.3 fc 17.8 fc 0.0 fc N/A N/A Calc Zone #8 lower stair landing + 4.9 fc 19.3 fc 0.0 fc N/A N/A I 1 • 1 1 I 1 I 1 1 1 1 1 • 1 • 1 1 1 1 CROSSWALK STAIRWAY ROOF OUTLINE A(TYP)- • III 9.7+43+ 11.8111 • • • ,-, 4 + .l 8.5 9A 9.96.6 I U ®.9+ 7.8 8.0+ 5.3+ • + 1.7+ p.0+ 6.8+ 8.5+ 9.6+ 9.2+ 6.4+ 2. I 0. + 0.3+ 3+ 4.6+ 9.5+ 11.8+ 11.6+ 11.3+ 9.8+ 4.4+ 0. + 2.1+ I �.5+ 6.2+14.1+17.5+19.3+18.6+15.5+ 9.0+ 1. + 1.6+ M .5+ 6.1+ 14.1+ 17.3+ 19.2+ 18.7+ 15.5+ 9.2+ IIL + 0. 1.1+ 1 .9+ 2.9+ 7.8+ 10.4+ 10.4+ 10.5+ 9.2+ 4.7+ 0. + 0.2+ 1) + 1.7+ 2.3+ 1.9+ 2.2+ 2.1+ 0.8+ ®0+ 0.0+ 0.5 0.6+ 0.3+ 0.5%'0.6+ 0.7+ 0.9+ 1.0+ 1.0+ 1.0+ 0.9+ 0.8+ 0.6+ 0.5+ 0.3+ I1IPd10I'm I:V11111No NORTH ELEVATOR TOWER LEVEL PLAN - 2-v!�LIGHTING oPHOTOMETRICS UPPER WALKWAY CROSSWALK 0(TYP) 11„0152l : ► 1 1501I17[fill IIIP10 UPPER LEVEL ©(TYP OF 4) 3.7+ 6.5+ 8.2+ 9.2+ 9.3+ 8.6+ 7.2+ 4.7+ 5.3+ 8.6+10.4*12.5+13.0+11.1+•9.2+ 6.6+ 6.1+10.3+12.5+14.6+15.1+13.3+11.1+ 7.7+ 6.2+11.1+14.1+15.6+15.7+14.8+12.4+ 799 6.2+10.6+13.0+15.0+15.5+13.7+11.5+ 78 6.1+10.3+12.5+14.7+15.2+13.3+11.1+ 7.7+ 0 4. +1 5.7 4.6+12.2+ 7.9+ .2 10. + 6 5. +1 4.3+12.0+ 7.9+ 1+ .2 12. • 6 5. 3.1+'M.O+ 7.7+ +1 + .4 15. +1 6 4.1+11.9+ 7.9+ +1 + 5 15. + 4.7+12.3+ 7.9+ . +1 +1 +ii 1 2 3.3+11.1+ 7.7+ 2+ +1 +1 3.6+11.4+ 7.8+ 1+ +1 + 48+124+ 79+ 6,2 0. +1 0 +1 + 3.8+11.5+ 7.8+ . +47 1921 3.3+ 11.1+ 7.7+ 3+11.0+14 +15.5+15. 14.6+12.2+ 7.9+ + + + +143+120+ 79+ 6. • +13.2+Ti.0+ 77-+ 6. + +14.2+11.9+ 7q 14.7+12.2+ 7.9+ 12.8+'V.6+ 7.5+ 10.9+ 8.9+ 6.3+ 8.8+ 6.6+ 4.1+ 5.9+ 3.5+ 1.9+ 6.0+ 2 9+ 1 4+ • 9.2+ 5.5+ 3.2+ 12.1+ 8.5+ 5.6+ • 12.8+ *9.8+ s 0.0+ 12.7+ 15.9+ 17.6+ 16.8+ 14.0+ 11.2+ 5.z+ 10.4+ 14.4+ 16.5+ 16.6+ 14.8+ 11.6+ 4.7+ 9.3+12.7+15.7+16.5+13.8+11.0+ 4.2+ 8.1+11.0+14.1+15.0+12.2+ 9.7+ 6.3+ 10.7+ 14.6+ 17.3+ 17.8+ 15.8+ 12.5+ n� b b b ran UPPER PLAN AND WALKWALKWAY - LIGHTING PHOTOMETRICS SCALE: I" = 10'-0" ELECTRICAL LEGEND LIGHTING ♦p AREA SITE LIGHTING FIXTURE 0 OPEN DOWNLIGHT FIXTURE Fr-� 0 RECESSED WALL WASHER G� FIXTURE EXISTING POLE MOUNTED LIGHT FIXTURE rT� LIGHTING FIXTURE TYPE SYMBOL 0 . h+M� SEE LIGHTING FIXTURE DETAILS. F+l� TYPICAL LIGHTING NOTE: 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. KEY PLAN 10' 0 10' 20 1 „=1 01 scale feet i � N O MdJ � on ;¢xw 05 1 cn w $ ioxz �0 o w r 0 ICd ��yy ii � 5 h� cd0 W 1� s� - 4 (1) (3) C ::2 h '24 o 0 U1 ' p o 0 a� °O wCd co 1� cd iJE� WZ � aa � A U� `d 0 � a 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. o��F E LTH op DI+P o VJVAFR" C HR TOPH Lic. No. 039401 z �o�, N_y Zo21�w �s`SIONAL ��1 Date APRIL 2021 Scale Drawn PMW Checked KJN Project No. 2215-1902 Sheet No. El Of O + 5 5 + Cn / ©(TYP OF 2) Cn + 0.1 + 0.1 + 0.1 + 0.1 + 0.1 + 0.1 + 0.2 + 0.2 + 0.3 + + + 0.3 0.450.4 + + + + 0.4 0 + 0.3 0.3 + 0.3 + + + + 0.3 0.3 0.3 0.3 + + + + + 0.5 0.5 .5 0.4 + 0.3 + 0.3 + 0.2 + 0.2 + 0.1 + + 0.1 0.1 + 0.1 + 0.1 + 0.1 0 + 0.1 + 0.1 + 0.1 + 0.1 + 0.1 + 0.2 + 0.2 + 0.3 + 0.3 + + + 0.4 0.4 �. .6 + 0.6 + 0.5 + + + + + + + + + 6� 0. 0.4 + 0.4 + 0.3 + 0.3 + 0.2 + 0.2 + + 0.1 0.1 + 0.1 + 0.1 + 0.1 + 0.1 + 0.1 + 0.2 + 0.2 + 0.3 + 0.3 + 0.3 + 0.3 + 0.4 + 0.4 �+ 5 + + 0.9 + 0.8 + + + .6 0.6 0.5 + + 0.5 .5 + 0.6 + + + + + + 0.5 0.5 0.5 0. 0.6 + + 0.8 + + 0.5 0. 0.6 .5 + 0.4 + 0.4 + 0.3 + 0.3 + 0.3 + + 0.3 0.2 + 0.2 + 0.1 + 0.1 C� + 0.1 + 0.1 + 0.2 + 0.3 + 0.5 + 0.8 + 1.0 + 0.8 + 0.6 + + + 0. �R.7 + + + 0.9 1.3 + + + 0.8 + 1. + 1.5 + + + + + 1.3 0. + + + + 1.1 1.3 .90. + 0.7 + 0.6 + 0.8 + 1.0 + 0.8 0.2 0.1 0.1 ;1,3 + + 0.1 + 0.2 + 0.3 + 0.5 + 0.9 + 1.6 + 2.2 + 2.6 +++ .2� 2.0 3 + 1.6 + +++ 1.3 1.8 + + ++ 1.7 1.3 + + 1.6 .3 4 tR.2 ++++ 2.2 2.6 2.2 1.6 + 0.9.3 ++++0.1 0.2 0.1 0.1 �g + UD_ 0.1 0.2 0.3 0.4. ° [4.� 44 1 1 1 1 1 1 1 1 1 1 i 4. A + 03 + 0.4 + .6 + 0.8 1.2 + 1.7 + 2.4 + 3. + 4.7 + 54 + 6.1 + .2 + 6.5 8.4 + 7.7 + 5. + 6. + 6.1 5 4 + 4.7 + .7 + 3.3 3.3 + 3.7 + + 4.7 5. 6 0 + 5.5 + .7 + 8.4 6.4 + 5.2 + 6.1 + 5.4 + 4.7 + 3. + 2.3 + .7 + 1.2 0.8 + 0.6 + 0.4 + 0. + 03 + 0.4 + .6 + 0.9 1.3 + 1.9 + 2.6 + 4. + 5.8 + 65 + 7.8 + .6 + 5.3 5.3 + 5.3 + 7. + 8. 1 6 7 + 5.4 + + 3.6 3. + 4.1f + + 6. 7 6 + 6.9 + .3 + 5.3 5.3 + 8.6 + 7.7 + 6.5 + 5.8 + 3. + 2.6 + .9 + 1.3 0.9 + 0.6 + 0.4 + 0. + + 0.5 + .7 + 1.1 1.6 + 2.2 + 2.9 + 4.1 + 5.9 + 80 + 9.3 + 9 + 5.9 5.5 + 5.7 + 6. + 9. + 9.0 7 4 + 5.6 + .5 + 4.3 4.3 �4.5 + 5.C} 7. ++ 4 6.7 .7 5.5 5.9 +++++++++++04 8.0 9.3 8.0 5.9 4.1 2.9 .2 1.6 1.1 0.7 0.5 0. + 0.5 + 0.6 + 0.9 + 1.3 + 1.7 + 2.3 + 3.2 + 4.1 + 5.7 + 7 8 + 8.8 + .7 + 6.4 + 6.0 + 6.2 + 7. + + + + + + + + + + + 6 + 7.2 + 6.2 + 6.0 + 6.4 + 7.7 + 8.8 + 7.8 + 5.7 + 4.1 + 3.2 + 2.3 + 1.7 + 1.3 + 0.9 + 0.6 + 0.4 LOCATION DEYIOLISH�D ELEVATOR + 0.5 0.7 0.9 1.2 1.6 2.4 3.4 4.5 5.2 6.2 6.8 7.0 7.2 7.4 7.4 7.3 7.2 7.1 6.3 5.7 5.2 4.7 4.7 5.27 +OF 6.3 7.1 7.2 7.3 7.4 + 7.4 7.2 7.0 6.8 6.2 5.2 4.5 3.4 2.4 1.6 1.2 0.9 0.7 + 0.5 NEW PARKING + 0.5 + 0.6 + 0.8 + 1.1 + 1.6 + 2.4 + 3.4 + 4.4 + 4.8 + 4.7 + 4.9 + 5.2 + 5.7 + 6.0 + 6.0 + 5.6 + 5.3 + 5.2 + 5.4 + 5.6 + 5.1 + 4.6 + 4.6 + 5.1 + + + 5.6 5.4 5.2 + 5.3 + 5.6 + 6.0 + 6.0 + 5.7 + 5.2 + 4.9 + 4.7 + 4.8 + 4.4 + 3.4 + 2.4 + 1.6 + 1.1 + 0.8 + 0.6 + 0.5 + 0.4 + 0.6 + 0.8 + 1.1 + 1.5 + 2.2 + 3.0 + 3.8 + 4.0 + 3.8 + 3.7 + 3.8 + 4.1 + 4.3 + 4.3 + 4.1 + 4.0 + 4.1 + 4.5 + 4.7 + 4.5 + 4.3 + 4.3 + 4.5 + + + 4.7 4.5 4.1 + 4.0 + 4.1 + 4.3 + 4.3 + 4.1 + 3.8 + 3.7 + 3.8 + 4.0 + 3.7 + 3.0 + 2.2 + 1.5 + 1.1 + 0.8 + 0.6 + 0.4 + 0.4 + 0.5 + 0.7 + 1.0 + 1.4 + 1.9 + 2.3 + 2.7 + 2.7 + 2.7 + 2.8 + 3.1 + 3.3 + 3.3 + 3.4 + 3.4 + 3.2 + 3.1 + 3.2 + 3.5 + 3.7 + 3.6 + 3.6 + 3.7 + + + 3.5 3.2 3.1 + 3.2 + 3.4 + 3.4 + 3.3 + 3.3 + 3.1 + 2.8 + 2.7 + 2.7 + 2.7 + 2.3 + 1.9 + 1.4 + 1.0 + 0.7 + 0.5 + 0.4 0.4 + 0.5 + 0.7 + 0.9 + 1.2 + 1. + 1.7 + 1.8 + 1.8 1.9 + 2.1 + 2.4 + 2.5 + 2.6 + 2. + 2.6 + 2 0.4 + 0.5 + 0.6 + 0.8 + 1.0 + 1. + 1.2 + 1.2 + 1.2 1.3 + 1.5 + 1.7 + 1.8 + 1.9 + 1. + 1.9 + 1 0.3 + 0.4 + 0.5 + 0.6 + 0.7 + 0. + 0.8 + .8 + 0.9 1.0 + 1.1 + 1.3 + 1.3 + 1.4 + 1. + 1.4 + 1 + 4 + + + + + + + 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 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 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. +2.3 .3 +2.5 +2.8 +2.9 +2.9 +2.8 +2.r2.7+ 6- .7 +1.8 +2.0 +2.2 +2.2 +2.0 +1. 1.3 + .3 +1.4 +1.4 +1.5 +1.5 +1.4 +1. + 1.� + .0 +1.0 +1.0 1 ++1.3 1.0 1.0 1.0 1. + .8 + .8 +0.8 +0.7 +0.7 +0.7 +0.7 +013 +0.8 + + 6 +0.6 +0.5 +0.5 +0.5 +0.5 +0 +0.6 + +0.5 + .5 +0.4 +0.4 +0.4 +0.4 +0.4 +0. +0.5 + PARTIAL SITE AT DEMOLISHED ELEVATOR LOCATION - LIGHTING PHOTOMETRICS o i 3 + + 2.5 .6 + 2.6 2.6 + 2.5 + 2.4 + 2.1 + 1.9 + 1 + 8 1.8 + .7 + 1.5 1.2 + 0.9 + 0.7 + 0. + 0.4 1 7 + + 1.8 .9 + 1.9 1.9 + 1.8 + 1.7 + 1. + 1.3 + 1 + 2 1.2 + .2 + 1.1 1.0 + 0.8 + 0.6 + 0. + 0.4 3 + + 1.4 .4 + 1.4 1.4 + 1.3 + 1.3 + 1.1 + 1.0 + 0 + 9 0.8 + .8 + 0.8 0.7 + 0.6 + 0.5 + 0. + 0.3 + + + + + + + + + + + + + + + 1.1 EXISTIN 1.0 POLE MOUNTED ro LIGHT FIXTURE ( .) 8 + + 0.8 .8 + 0.8 0.8 + 0.7 + 0.7 + 0. + 0.6 + 0 + 5 0.4 + .4 + 0.4 0.4 + 0.4 + 0.3 + 0. + 0.2 6 + + 0.7 .6 + 0.6 0.6 + 0.6 + 0.5 + 0. + 0.4 + 0 + 4 0.3 + .3 + 0.3 0.3 + 0.2 + 0.2 + 0. + 0.2 .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. + 0.2 TYPICAL LIGHTING NOTE: 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. KEY PLAN � LJ x z oMx 0��� M U�?� �o z Q�� z °' w zoW°° �Wo zW /►n U O z_ z (� l' w w 0 Q° tn WCIS 0'S O �Cis O U� cCIS 0 > CrJ � cd �aa� b.0 :-I +') Cd o PA CIS 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. .P,o f .LTH 01C D� r C1, CH R TOPH JAEGER �dLic. No. 039401 10NAL �1 Date APRIL 2021 Scale 1 0' Drawn Drawn PMW Checked KJN Project No. 2215-1902 10' 0 10' 20' Sheet No. "-,o' E scale feet 2 Of LUMINAIRE DESCRIPTION: 4 ■ /_Vra:lilTll:] y�NA11�I�1:4IM101:iffird T. IiY1I 10, +-luo 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 FIE AND F1E PROVIDE 1300 LUMEN EMERGECY BATTERY. DETAIL BASED ON PRESCOLITE "LF4ML" SERIES TYPE LUMENS LAMP TYPE INPUT WATTS VOLTAGE I MOUNTING A 1,500 4000K LED 21.7 MVOLT RECESSED, CEILING RECESSED 4" LED OPEN DOWNLIGHT U 1,. %iH eiT__ e o v r1 J 9 o c A 0 N 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. C�eL1��L1�►IV��:��:��R111P►[�:[�l:■:Zi):��i�la:■:Zij�t:]t�G:1I:[el�:l��:��Ky�X� 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 ILUMENS1 LAMP TYPE I INPUT WATTS I VOLTAGE I MOUNTING Qg 1 1,050 4000K LED 17.0 MVOLT RECESSED, CEILING RECESSED 3" LED WALL WASHER A B C D E F G 6 3W' 21 3/4" 16" 6 WEI" 6 5A6" 5 516" 6116" 171mm 552mm 406mm 166mm 166mm 143mm 155mm Upswept Arm r G r A F Ll LUMINAIRE DESCRIPTION: 1. CONSTRUCTION: STYLISH VERTICALLY FINNED DIE-CAST SOLID TOP HOUSING FOR MAXIMUM HEAT DISSIPATION.; STOPS COLLECTION OF UNSIGHTLY DEBRIS FROM GATHERING 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 W. 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 -400C 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 15,127 LED 325.0 120/277 17'-6" POLE - MOUNTED TO 4000K 2'-6" (AFG) CONCRETE BASE LED POLE MOUNTED FIXTURE a o0 o�gO z M U Q �o zQ �J a5� Qz� W z�Ww k W �U0 (� z P, 71 td �A -D 5 0o _ C q CIS o r o p 04 D CrJ � G4 O CIS Z a� � 5 CIS 4.3 o a Z CIS 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. �f.LTH OF O � CHR TOPH VJArFR Lic. No. 039401 �s`SIONAL ��1 Date APRIL 2021 Scale 1 "=101 Drawn PM W Checked KJN Project No. 2215-1902 Sheet No. E3 Of ie v 3" TO SPECIFICATION REFERENCE 700 JB-RI, R2 JB-R1, R2 ATTACH GROUNDING ELECTRODE CONDUCTOR TO FRAME (DO NOT ATTACH TO THE FRAME BOLT HOLE) - CLASS A3 CONCRETE COLLAR (SEE NOTE 6) •4 BARS o 12" C-C (SEE NOTE 3) COMPACTED SOIL MOUND SIDES OF BOX CONDUIT ENTRANCE (SEE NOTE 5) GROUNDING ELECTRODE STANDARD DIMENSIONS E F JB-R1 20" 20" JB-R2 27" 27" LEVEL AND TAMPED NO. 68. NO. 78. OR NO. 8 AGGREGATE PLACED UNDER ENTIRE EXCAVATED AREA AGGREGATE MATERIAL SHALL BE IN PLACE PRIOR TO INSTALLING THE JUNCTION BOX. ' 'n` SECTION VIEW (JB-RIAND R2) ( II I NOTES 1. WIRE SUPPORTS SHALL BE SECURELY ATTACHED TO THE JUNCTION BOX WITH A BOLT AND NUT WITH A NEOPRENE WASHER OR AN EXPANSION FITTING. ONE PER WALL SHALL AND NU '• l.1 •::•.:� "v BE INSTALLED FOR JB-R1 AND R2 BOXES. TWO J-HOOKS PER WALL (EQUALLY SPACED) SHALL BE INSTALLED FOR JB-R3 BOXES. 2. CONDUIT ENTRANCES SHALL BE LOCATED AS SHOWN IN THE CONTRACT DOCUMENTS. CONDUITS 2" DIA SHALL EXTEND 2" MIN. TO 3" MAX. INTO THE INSIDE WALL OF THE JUNCTION BOX. :' 3. ALL REINFORCING STEEL SHALL BE N ACCORDANCE WITH SECTION 223 OF THE SPECIFICATIONS, " - �DRAN - SHALL HAVE A MINIMUM 1 %_' CONCRETE COVER. ANY REINFORCING STEEL IN CONFLICT WITH CONDUIT SHALL BE CUT A MINIMUM OF 1'/y" FROM CONDUIT. 4 •. ;; 4. THE JUNCTION BOX MAY BE PRECAST OR CAST IN PLACE CLASS A3 CONCRETE. •::,; ' 5. A MINIMUM 2" DIAMETER CONDUIT ENTRANCE IS REQUIRED UNLESS OTHERWISE SPECIFIED N THE CONTRACT DOCUMENTS. 6. A CONCRETE COLLAR IS REQUIRED ONLY WHEN JUNCTION BOX IS INSTALLED IN EARTH AREAS. E 7. NIGH STRENGTH GROUT CONFORMING TO THE ROAD &BRIDGE SPECIFICATIONS SHALL BE USED SECURETO TO FRAME TB 4"�•-� 4"�+� 8, ALLJUNCTION BO ESHALL BE INSTALLED A GROUNDING ELECTRODE. TOP VIEW 9. VOIDS RESULTING FROM ENTRANCE OF CONDUITS INTO JUNCTION BOX SHALL BE COMPLETELY (FRAME AND COVER REMOVED) FILLED WITH HYDRAULIC CEMENT GROUT CONFORMING TO THE ROAD It BRIDGE SPECIFICATIONS. (JB-R1 AND R2) 10. WHEN INSTALLED, CONDUIT STUB -OUTS SHALL EXTEND A MINIMUM OF 6" PAST THE OUTSIDE OF THE JUNCTION BOX AND SHALL BE CAPPED OR PLUGGED. A COPY OF THE ORIGINAL SEALED MID SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. 1vnnT Ili IELIEC A TOP VIEW FOR TRAFFIC USE VIRGINIA DEPARTMENT OF TRANSPORTATION DETAIL A \ SURFACE PATTERN RING OR HANDLE RECESSED LIFT SEE DETAIL D '/ir' ys •' T DETAIL B PATTERN ELEVATION Z Y NEOPRENE GASKET PERMANENTLY ATTACHED TO FRAME. SIDE VIEW ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 10 2 08/17 1317. 10 1" 16 X 1 Y .. HEX HEAD S.S. BOLTS W/WASHERS (4)PLACES '/e, NEOPRENE GASKE GLUED TO FRAME DETAIL C BOLT DETAIL 31/is S.S. DETAIL D PICKBAR DETAIL DIMENSIONS STANDARD A B C D E F G H I J K M IN JB-R1 18' 18" 19" 19" 20" 2D" 21" 21" 24" 24" 4„" 1" JB-R2 24" 24" 26" 26" 27" 27" 28" 28" 331.133" 4„ 1" NOTES: 1. EACH COVER SECTION SHALL HAVE A NON-SKID SURFACE WITH LETTERS CAST IN THE DEPRESSION ON TOP. THE LETTERS "VDOT ELEC", WDOT TRAFF", "VDOT COMM", "VOOT FIBER", OR "UTILITY" AS APPLICABLE ARE TO BE ONE (1) INCH WIDE AND RAISED ''/4" HIGH. COVERS USED FOR JUNCTION BOXES INSTALLED THAT WILL BE MAINTAINED BY LOCALITIES SHALL OMIT THE WORD "VDOT". 2. FOUR RECESSED %" S.S. HEX HEAD BOLTS ARE REQUIRED FOR EACH COVER. 2. GRAY IRON CASTINGS SHALL BE AS PER SECTION 224 OF THE SPECIFICATIONS. ROAD AND BRIDGE STANDARDS SHEET 2 OF 2 REVISION DATE 1317.11 08/17 JUNCTION BOX FOR TRAFFIC USE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 700 ECI-1 FINISHED GRADE FINISHED GRADE NOTES: PROPOSED LOCATOR TAPE (SEE NOTE 1) LOCATOR TAPE LOCATOR TAPE PAVEMENT (SEE NOTE 1) (SEE NOTE 1) 1. CONTRACTOR SHALL INSTALL A 2" MINIMUM TO 6" MAXIMUM WIDE RED DETECTABLE LOCATOR TAPE BETWEEN 6" AND 8" BELOW FINISHED GRADE, AND DIRECTLY ABOVE BURIED CONDUIT OR DIRECT / / / / BURIAL CONDUCTOR CABLE. 2. CONDUIT INSTALLED UNDER EXISTING OR PROPOSED ROADWAYS OR SIDEWALK FOR DIRECT BURIED CABLES SHALL EXTEND 24" BEYOND THE PAVED SURFACE / /*-Mdl MID/OR SIDEWALK. 3. WHERE CONDUIT FOR POWER AND CONDUIT FOR to / /� COMMUNICATION ARE TO BE INSTALLED IN CLOSE PROXIMITY TO EACH OTHER, CONDUITS SHALL BE PLACED PARALLEL IN A COMMON TRENCH WITH M n r7 NOLESSTHAN 6" OF SEPARATION BETWEEN SEE SEE SYSTEMS. NOTE 4 n NOTE 4 in NOTE 4 n 4. BACKFILL MATERIAL BELOW THIS LEVEL SHALL BE SANDY FILL (FREE OF ANY STONES, CINDERS, WOOD, ROOTS, 3„ 3' DEBRIS, ETC.). �3 . SEE NOTE 5 SEE NOTE 6 SEE NOTE 5 �' S. ONE OR MORE CONDUITS AS REQUIRED. NONMETALLIC OR DIRECT BURIAL NONMETALLIC OR 6. ONE OR MORE CONDUCTOR CABLES AS REQUIRED. METAL CONDUIT CONDUCTOR CABLE METAL CONDUIT 7, OFFSETTING OF CONDUIT MAY BE USED FOR TYING INTO EXISTING CONDUIT SYSTEMS OR BYPASSING OBSTRUCTIONS AS DIRECTED BY THE ENGINEER. NON - PAVEMENT AND PROPOSED PAVEMENT AREA INSTALLATION 8. WHEN OFFSETTING CONDUIT TO BYPASS AN OBSTRUCTION, THE CONDUIT SHALL MAINTAIN A MINIMUM CLEARANCE OF 12" FROM THE CLOSEST POINT OF THE OBSTRUCTION. ECI-2 PAVEMENT SHALL BE RESTORED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. EXISTING PAVEMENT n / / COMPACTED BACKFILL PROJECTED CONDUIT LINE 19 /// SEE NOTE 4 h SEE NOTE 5 jIII/ _L-------------. n r CONDUIT LINE �3' 8 x D + 0 - WIDTH OF OFFSET NONMETALLIC OR METAL CONDUIT EXISTING PAVEMENT AREA INSTALLATION METHOD OF OFFSETTING CONDUIT XVD❑T A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION ROAD AND BRIDGE STANDARDS ELECTRICAL CONDUIT AND CONDUCTOR CABLE REFERENCE SHEET 1OF 1 REVISION DATE UNDERGROUND INSTALLATION 700 1318-10 09/18 VIRGINIA DEPARTMENT OF TRANSPORTATION302 Catalog Number Pole Height (ft) Weight (Ibs) Guage Shaft Size (in) Base Plate Width (in) Bolt Circl Dia. (in) ) Anchor Bolts (in) Max Loading Capacities 80 (mph) 90 (mph) 100 (mph) Dia x Len x Hook Projection min / max EPA (W) Wt. (Ibs) EPA (ft') Wt. (Ibs) EPA (fP) Wt. (Ibs) SNS-1040-11-AB 10 75 11 4.0 8.25 8.0 - 9.0 0.75 x 17 x 3 4.00 / 5.00 30.6 765 23.8 595 18.9 472 SNS-1540-11-AB 15 115 11 4.0 8.25 8.0 - 9.0 0.75 x 17 x 3 4.00 / 5.00 17.2 430 13.2 330 10.0 250 SNS-2040-11-AB 20 140 11 1 4.0 8.25 8.0 - 9.0 0.75 x 17 x 3 4.00 / 5.00 9.6 240 6.7 167 4.5 112 SNS-2040-7-AB 20 185 7 4.0 8.25 8.0 - 9.0 0.75 z 17 z 3 4.00 / 5.00 15.0 375 11.0 275 9.0 225 SNS-20-50-11-AB 20 185 11 5.0 11 10-12 0.75 x 17 x 3 4.00 / 5.00 17.7 442 12.7 31719. 235 SNS-25-40-11-AB 25 170 11 4.0 8.25 8.0 - 9.0 0.75 x 17 x 3 4.00 / 5.00 4.8 120 2.6 65 1.0 25 SNS-2540-7-AB 25 245 7 4.0 8.25 8.0 - 9.0 0.75 x 17 x 3 4.00 / 5.00 10.8 270 7.7 192 5.4 135 SNS-25-50-11-AB 25 225 11 5.0 11 10-12 0.76 x 17 x 3 4.00 / 5.00 9.8 245 6.3 157 3.7 92 SNS-25-50-7-AB 25 360 7 5.0 11 10-12 0.75 x 17 z 3 4.00 / 5.00 18.5 462 13.3 3332 9.5 237 SNS-30-40-7-AB 30 291 7 5.0 8.25 8.0 - 9.0 0.75 x 17 x 3 4.00 / 5.00 6.7 167 4.4 110 2.6 65 SNS-30-50-11-AB 30 265 11 5.0 11 10-12 0.75 x 17 z 3 4.00 / 5.00 4.7 117 2.0 50 -- -- SNS-30-50-7-AB 30 380 7 5.0 11 10-12 0.75 x 17 x 3 4.00 / 5.00 10.7 267 6.7 1167 13.9 97 SNS-30-60-7-AB 30 520 7 6.0 12.5 11 - 13 1 x 36 x 4 4.75 / 5.75 19.0 475 13.2 330 9.0 225 SNS-35-50-7-AB 35 440 7 5.0 11 10-12 0.75 x 17 x 3 4.00 / 5.00 5.9 147-- SNS-35-60-7-AB 35 540 7 6.0 12.5 11 - 13 1 x 36 x 4 4.75 / 5.75 12.4 310 7.6 190 4.2 105 SNS-39-60-7-AB 39 605 7 6.0 12.5 11 - 13 1 x 36 x 4 4.75 / 5.75 7.2 180-- Pole Shaft The pole shall be a one section design fabricated from standard 11 gauge (0.1196") or 7 gauge (0.1793") steel. Each section shall be fabricated from high strength low alloy steel conforming to ASTM A500 Grade B, with minimum yield strength of 46,000 psi. Each Polo will have a full-length longitudinal weld and will be square in cross-section. Base Plate The base plate is fabricated from a structural quality hot rolled carbon steel plate that meets or exceeds ASTM A-36 with a minimum yield of strength of 36,000 psi. The base plate telescopes the pole shaft and is circumferential welded top and bottom. The base plate has slotted bolt holes. Hand Hole A reinforced hand hole, having a nominal 3" x 5" opening, will be installed 18" above the base plate on all poles. A hand hole cover and attaching hardware is included with each hand hole assembly. A ground lug will be welded either on the hand hole frame or on the inside of the pole opposite the hand hole depending on the design. Anchor Bolts Anchor bolts are fabricated from a commercial quality hot rolled carbon steel bar that meets or exceeds minimum yield strength of 55,000 psi. Anchor bolts are sized according to each pole design and are furnished with 2 galvanized heavy hex nuts and 2 galva- nized flat washers. Anchor bolts shall be galvanized a minimum of 4" on the threaded end in accordance with ASTM A-153. Anchor bolts will ship with the poles unless otherwise specified. Pole Top Each pole will be side -drilled with a removable pole cap or have a 2-3/8" O.D. x 4" tenon top (other sizes available). Welding All welds shall be of the highest quality and performed by American Welding Society certified welders conforming to the latest version of the American Welding Society specification AWS D1.1. Finish All poles, mounting brackets and platforms are furnished with a coating of either red oxide/zinc primer, factory painted, powder coated or hot -di galvanized to ASTM A-123. Miscellaneous hardware will be galvanized to ASTM A-153. Exterior finish coatings are avail- able 9 9 able by request. Not. Anchor bolt patterns are subject to change. Please consult factory prior to construction. Bolt Circle Anchor Bolt Projection Width I E Slotted HOIBS Poles should be monitored frequently for signs of harmonic vibration, which lu -' may cause structural fatigue. Consult Base Plate Base Detail factory for a damping device that can help minimize the effects of vibration. America] Phone: (866) 474-7200 • Fax: (817) 924-7049 14 LitePbAe American Lite Pale reserves the right to change any portion of this publication without nol ne in order to promote product improvement and allow for material availability. NOTE: 1. CONTRACTOR SHALL PROVIDE A 4" SQUARE NON -TAPERED LIGHT POLE, COLOR BLACK, SUBJECT TO APPROVAL BY OWNER. MATCH HEIGHTOF EXISTING PARKING LOT AREA LIGHTS. ABOVE DETAIL SHOWN FOR REFERENCE. CLASS A3 CONCRETE COLLAR GROUND TOP VIEW (COVER REMOVED) (JB-S1, S2, AND S3) r ,\\/�,�2.'!niw:c.'CQ;;i.'Cq`J.'4�t;7Z-4.�,_,m ..,'m•;ws.'4•�.'4.1.L`s.'4a NON-SKID SURFACE VDOT __ - - - ---- ELEC - - LIFT RING OR SLOT I �o COVER DETAIL (JB-S1, S2, AND S3) J-HOOK WIRE SUPP( 6" BELOW TOP (SEE NOTE O STANDARD DIMEN A JB-S1 13" JB-S2 17- JB-S3 24" JB-S4 48" JB-51, 52, 53, 54 NDUIT ENTRANCE E NOTE 6) MATERIAL SHALL BE IN PLACE PRIOR TO INSTALLING THE SECTION A -A (JB-S1, S2, AND S3) JUNCTION BOX. SECTION VIEW (JB-S1 S2 AND S3) NOTES) 5. TWO RECESSED %" S.S. HEX HEAD BOLTS ARE REQUIRED FOR EACH JB-S1, S2, AND 1. JUNCTION BOXES SHALL HAVE A STRAIGHT OR FLARED INSIDE WALL DESIGN. S3 COVER. FOUR RECESSED %" S.S. HEX HEAD BOLTS ARE REQUIRED FOR EACH MATERIALS SHALL CONFORM TO SECTION 238 OF THE ROAD & BRIDGE JB-S4 COVER. SPECIFICATIONS. 6. A MINIMUM 2" DIAMETER CONDUIT ENTRANCE IS REQUIRED, UNLESS OTHERWISE 2. CONDUIT ENTRANCES SHALL BE LOCATED AS SHOWN IN THE CONTRACT DOCUMENTS. SPECIFIED IN THE CONTRACT DOCUMENTS. CONDUITS SHALL EXTEND 2" MIN. TO 3" MAX. INTO THE INSIDE WALL OF THE JUNCTION BOX. 7. J-HOOK WIRE SUPPORTS SHALL BE SECURELY ATTACHED TO THE JUNCTION BOX WITH A BOLT AND NUT WITH A NEOPRENE WASHER OR AN EXPANSION FITTING. ONE 3. EACH COVER SECTION SHALL HAVE A NON-SKID SURFACE WITH LETTERS CAST IN J-HOOK PER WALL SHALL BE INSTALLED FOR JB-S1, S2, AND S3 BOXES. TWO THE DEPRESSION ON TOP OR OTHER PRE -APPROVED METHODS THAT DO NOT J-HOOKS PER WALL SHALL BE INSTALLED FOR JB-S4 BOXES. REQUIRE THE USE OF ADHESIVES. THE LETTERS "VDOT ELEC","VDOT TRAF","VDOT COMM", "VOOT FIBER", OR "UTILITY" AS APPLICABLE ARE TO BE V WIDE. COVERS 8. VOIDS RESULTING FROM ENTRANCE OF CONDUITS INTO JUNCTION BOXES SHALL BE USED FOR JUNCTION BOXES INSTALLED THAT WILL BE MAINTAINED BY LOCALITIES COMPLETELY FILLED WITH AN APPROVED MATERIAL. SHALL OMIT THE WORD "VDOT". 9. CONDUIT STUB -OUTS, WHEN INSTALLED, SHALL EXTEND A MINIMUM OF 6" PAST THE 4. ALL JUNCTION BOXES SHALL BE INSTALLED WITH A GROUNDING ELECTRODE. OUTSIDE OF THE JUNCTION BOX. SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. VD❑T REFERENCE JUNCTION BOX ROAD AND BRIDGE STANDARDS 700 FOR NON -DELIBERATE TRAFFIC USE REVISION DATE SHEET 1 OF 2 238 VIRGINIA DEPARTMENT OF TRANSPORTATION 08/17 317.20 NOTE: 1. CONTRACTOR TO PROVIDE JUNCTION BOX SIZE JB-S3 FOR USE WITH THIS PROJECT UNLESS OTHERWISE NOTED ON THE PLANS OR COORDINATED WITH AIRPORT MANAGEMENT AND ENGINEER. 3' PROJECTION 1/2" CONDUIT r- 1" CHAMFER 3" ' ) ANCHOR BOLTS (TYP) D SEE NOTE 1. 30" p NOTE 2. SMOOTH FINISH CONCRETE SURFACE 19" 23" r2" RGS CONDUIT \ s D DID 10" MIN.... ° 14" MAX//\// GROUND ROD #4 BARS ® ��/ , '.. °, _, D• 4 12" C-C (TYP.) 24" CABLES (SEE SITE PLAN) 8 #8 BARS VERTICAL EVENLY SPACED CYLINDRICAL CONCRETE FOUNDATION -COMPACTED TO REQUIREMENTS OF VA-303 VDOT CLASS A3 CONCRETE HT POLE FOUNDATION DETAIL NOT TO SCALE NOTES: 1. CONTRACTOR SHALL VERIFY ANCHOR BOLT PATTERN AND REQUIREMENTS WITH SELECTED LIGHT POLE. 2. CONTRACTOR TO VERIFY AND MATCH THE ABOVE GROUND HEIGHT OF EXISTING ADJACENT LIGHT POLE BASES WITHIN THE LONG TERM PARKING LOT. MAINTAIN 60" DEPTH BELOW GROUND. O D FL Q t¢ (n Cl CIS •rH c 5 _CisoCq rI 11.4 CIS W wo U A �c O �M `O ;.4 A, CIS � W CIS O a Design Professional's electronic or digital seal or signature is effective 9 9 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. o �ALTH OF P1. p Cf CHR TOPH ER C. N0.039401 It �0 H-y-Zo2 �s`SIONAL �O Date APRIL 2021 Scale NONE Drawn JPM Checked CRJ Project No. 2215-1902 Sheet No. E4 Of OVERALL LANDSCAPE PLAN 1"=20' ROCK OUTCROPPING PLANTS TO BE PLANTED BETWEEN WILLOW CREEK STONES WITHIN FIRST 4' OF ROOF EDGE fi I ROCK OUTCROPPING PLANTS TO BE PLANTED BETWEEN L-2 I WILLOW CREEK STONES WITHIN FIRST 4' OF ROOF EDGE 3 IV 2 PO I LARGE BOULDER AVERAGE DIAMETER 3.5' 6 IV _MALL BOULDER 2 PM AVERAGE DIAMETER 2.5' EXCAVATE PLANTING BEDS TO 18" AND i REPLACE WITH SPECIFIED TOPSOIL, TYPICAL CV i I CV LARGE BOULDER TYPICAL 5 PO AVERAGE DIAMETER 3.5' i 1 HQ 4%8" NATIVE RIVER COBBLES WITH 8 PM LARGER ROCKS UNDER ROOF AREA, TYPICAL 194 ft2 NATIVE GRASSES AND WILDFLOWERS WILLOW CREEK BUILDING STONE, SET w 205'/FT2 w w 6 IV 6" COMMERCIAL GRADE STEEL EDGE HORIZONTAL,TYPICAL w w w I I RA WILLOW CREEK BUILDING STONE SET VERTICAL, SEE DETAIL k w I HV 3 IV J 5 IV 3 IV 3 RA 3 IV 4�PERFORATED PVC DRAIN PIPE d CONNECT TO ELEVAT R ROOF DRAIN e, C d^ CONNE T TO ELEVATOR ROOF DRAIN I SOUTH ELEVATOR a TOWER N ° % 0 5 10 20 4-8" NATIVE RIVER COBBLES 9' °.A. ®' °I LIMITS O ROOF OVER IANG, NDER ROOF AREA, TYPICAL SEE ARCF 1. PLANS Q ° e.. SOUTH ELEVATOR TOWER LANDSCAPE DETAIL \ / V=10' LANDSCAPE CONSTRUCTION NOTES I. 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 AND PLANTING BED 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 SETTLING. TREE PIT DIAMETER SHALL BE 3 TIMES ROOT BALL DIAMETER 4. PRIOR TO THE CONTRACTOR PERFORMING ANY LANDSCAPE CONSTRUCTION, THE OWNER'S GEOTECHNICAL ENGINEER SHALL EVALUATE THE EXACT FIELD CONDITIONS AND THE PROPOSED GROUNDCOVER STONE SECTION, TOPSOIL MATERIALS, AND TOPSOIL PLANTING BEDS FOR OVERALL SLOPE STABILITY. THE GEOTECHNICAL ENGINEER SHALL PROVIDE THE OWNER AND ARCHITECT WITH ANY DESIGN RECOMMENDATIONS THAT ARE DEEMED NECESSARY TO ENSURE LONG-TERM SLOPE AND STRUCTURAL STABILITY. THE GEOTECHNICAL ENGINEER SHALL BE RESPONSIBLE FOR MONITORING ALL CONSTRUCTION ON HQ -HYDRANGEA MEADOW + CV-CHIONANTHUS QUERCIFOLIA PLANTING VIRGINICUS 0 IV VIRGIRGINICA NATIVE RIVER COBBLES PM-PHOTINIA HV-HAMAMELIS MELANOCARPA ° VIRGINIANA —111 WILLOW CREEK + PO-PHYSOCARPUS BUILDING STONE, OPULIFOLIUS SET VERTICAL LEGEND + RA-RHUS WILLOW CREEK 4 NTS AROMATICA Eft BUILDING STONE, SET HORIZONTAL THE SLOPE AND CERTIFYING, IN WRITING, THAT THE STONE AND TOPSOIL SECTIONS ARE STRUCTURALLY STABLE. 5. CONTRACTOR SHALL EXCAVATE ALL PLANTING BEDS SHOWN ON THE PLANS TO A DEPTH OF 18" THE CONTRACTOR SHALL THEN FILL THE PLANTING BEDS WITH SCREENED, HIGH QUALITY, NATIVE TOPSOIL TO THE DEPTH OF 18" PLANTING NOTES LIGHTLY COMPACTED REPLACEMENT. GEOTECHNICAL ENGINEER SHALL APPROVE THE FINAL COMPACTION REQUIREMENTS FOR LONG-TERM SLOPE I. MEADOW PLANTS ARE TO BE PLANTED WITH GRASSES FIRST IN A TRIANGULAR GRID PATTERN STABILITY IN WRITING. (AS SHOWN IN DETAIL) AND EVENLY SPACED 20" OC. 6. ALL PLANTING AREAS/BEDS SHALL RECEIVE 2" OF DOUBLE -GROUND HARDWOOD BARK MULCH. 2. MEADOW PLANTS-FORBS SHALL BE RANDOMLY DISTRIBUTED BETWEEN THE GRASSES THROUGHOUT THE PLANTING AREA WITH FORBS PLANTED IN GROUPS OF 5-9 OF THE SAME 7. CONTRACTOR SHALL STAKE ALL PLANTS IN THE FIELD FOR ARCHITECT AND SPECIES. FORB SPACING SHOULD BE I TOC. OWNER WRITTEN APPROVAL PRIOR TO INSTALLATION. 3. ALL FORB SPECIES SHALL BE PLACED IN EACH OF THE MEADOW PLANTING AREAS. 8. THE LANDSCAPE CONTRACTOR SHALL CONTACT "MISS UTILITY" AND HAVE ALL PUBLIC AND PRIVATE UTILITIES MARKED PRIOR TO BEGINNING ANY 4. ROCK OUTCROPPING PLANTS SHALL BE PLANTED IN A 75% STONE DUST & 25% PEAT MOSS SOIL CONSTRUCTION WORK. MIX. PLANT BETWEEN STONES IN THE WILLOW CREEK STONE AREA. PLANTS WILL BE PLANTED WITHIN 4' OF THE ROOF OVERHANG EDGE. PLANTS WILL BE RANDOMLY DISTRIBUTED AND ROUGHLY 12" OC. LARGE BOULDER AVERAGE DIAMETER 3.5' 12 PM 9 PO I CV 3 IV IHV — 6" COMMERCIAL GRADE STEEL EDGE 81V � SMALL BOULDER I 1 4-8" NATIVE RIVER COBBLES AVERAGE DIAMETER 2.5' WITH LARGER ROCKS LARGE BOULDER 3 PO 2 IV UNDER ROOF AREA, TYPICAL AYFRAGF —A.1-9FER 2.5' IV I 3 PO F71- 2 PO i EXCAVATE PLANTING BEDS TO 18" AND REPLACE WITH SPECIFIED TOPSOIL, TYPICAL 2 PM 3 PM w i I CV I PO � 5 PM i IHQ w w i IPO 3 PM LARGE BOULDER 410fT2 w W w w i W 229 W AVERAGE DIAMETER 3.5' NATIVE GRASSES AND WILDFLOWERS w ROCK OUTCROPPING PLANTS TO BE i w w WILLOW CREEK BUILDING STONE SET HORIZONTAL, TYPICAL PLANTED BETWEEN WILLOW CREEK W i STONES WITHIN FIRST 4' OF ROOF EDGE i WILLOW CREEK BUILDING STONE SET VERTICAL, SEE DETAIL 6" COMMERCIAL GRADE STEEL EDGING i 3 IV I 4-8" NATIVE RIVER COBBLES 4 IV 7 RA 5 IV F1 UNDER ROOF AREA, TYPICAL CON 4ECT TO EL ATOR ROOF DRAINS I ° a ° NORTH PAVILION ° a i LIMITS OF ROOF OVER G, N ;07774 SEE ARCH. PLANS 0 5 1 0 n d ° A. a NORTH ELEVATOR TOWER LANDSCAPE DETAIL SMALL BOULDER AVERAGE DIAMETER 2.5' —IHQ 7 PM NATIVE GRASSES AND WILDFLOWERS w 2 Q w CV w w 6" COMMERCIAL GRADE y I HQ 8 PM STEEL EDGE 51V w w w w w y w w w w w w I HV 4 IV 24 RA W W W 11801FT2 4 IV PATIO OVERLOOK WITH PERIh WALLS, SEE ARCH PLANS 12 RA 41V 94IV, d d` LXCAVATE PLANTING BEDS TO 18" AND 2 RA REPLACE WITH SPECIFIED TOPSOIL, TYPICAL 0 5 10 I 20 PATIO LOOKOUT LANDSCAPE DETAIL 1 "=10' © Anhold Associates 2020 PARKING ELEVATOR AND STAIR CHARLOTTSV I LLE-ALBEMARLE AIRPORT CLIENT 100 BOWEN LOOP #200 CHARLOTTESVILLE, VIRGINIA ADDRESS \..\..\..\Resources\Marketing\LDGG\ALA-Logo. Jpg LANDSCAPE PLAN �,ALTH OF DAVID T. ANHOLD 9 r Lic. No. 00311 C PE AR���� REVISION: NO. DESCRIPTION DATE I ARB SUBMISSION 12/31/20 2 ARB/SITE PLAN SUBM 3/18/21 3 ARB/SITE PLAN SUBM 8/4/21 SCALE: AS NOTED SHEET NAME: LANDSCAPE PLAN SHEET NUMBER: L 1.00 DATE: MARCH 18, 2021 PLANT MATERIALS ROOT/ SPACING/ CANOPY CANOPY SYMBOL SCIENTIFIC NAME COMMON NAME NO. SIZE CONT. NOTES EA TOTAL TREES CV CHIONANTHUS VIRGINICUS FRINGETREE 5 8'-10'HGT B&B AS SHOWN 125 625 HV HAMAMELIS VIRGINANA WITCH HAZEL 3 6-8'HGT B&B AS SHOWN 113 339 8 964 SHRUBS HQ HYDRANGEA QUERCIFOLIA OAK LEAF HYDRANGEA 6 4'-5'HGT #7 CONT AS SHOWN IV ITEAMRGINICA"HENRY'S GARNET" SWEETSPIRE"HENRY'S GARNET' 87 2-3'HGT #3 CONT AS SHOWN PM PHOTINIA MELANOCARPA BLACK CHOKEBERRY 59 3'HGT #3 CONT AS SHOWN PO PHYSOCARPUS OPULIFOLIUS "NUGGET" NINEBARK "NUGGET" 30 F 4'HGT #7 CONT AS SHOWN RA RHUS AROMATK;A"GRO-LOW" FRAGRANT SUMAC "GRO-LOW" 59 T-3 HGT #3 CONT AS SHOWN MEADOW PLANTS - GRASSES AV ANDROPOGONVIRGINICUS BROOMSEDGE 350 PLUG 20"OC DS DANTHONIASPICATA 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 SYRACA COMMON MILKWEED 50 PLUG 12" OC, PLANT IN GROUPS OF 5 TO 9 AT ASCLEPIUS TUBEROSA BUTTERFLYW EED 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 BAPTISATINCTORIA YELLOW WILD INDIGO 50 PLUG 12" OC, PLANT IN GROUPS OF 5 TO 9 CP CAREX PENSYLVANICA PENNSYLVANA 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 CL COREOPSIS LANCEOLATA LANCELEAF TICKSEED 50 PLUG 12" OC, PLANT IN GROUPS OF 5 TO 9 CV COREOPSIS VERTK:ILLATA THREADLEAF COREOPSIS 50 PLUG 12" OC, PLANT IN GROUPS OF 5 TO 9 ,IT 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 OENOTHERAFRUTICOSA COMMONSUNDROPS 50 PLUG 12" OC, PLANT IN GROUPS OF 5 TO PA PACKERAAUREA GOLDEN GROUNDSEL 50 PLUG 12" OC, PLANT IN GROUPS OF 5 TO 9 PT PYCNANTHEMUMTENUIFOLIUM NARROW -LEAF MOUNTAIN MINT 50 PLUG 12" OC, PLANT IN GROUPS OF 5 TO 9 PI PYCNAMHEMUM INCANUM HOARY MOUNTAIN MINT 50 PLUG 12" OC, PLANT IN GROUPS OF 5 TO 9 RH RUDBECKA 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 Be SYMPHYOTRK;HUM 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 HEUCHERAVILLOSA ROCKALUMROOT 50 PLUG 12"OC, BETWEEN ROCKS HT HYLOTELEPHIUMTELEPHIOIDES ALLEGHENY STONECROP 50 PLUG 12"OC, BETWEEN ROCKS ST SEDUMTERNATUM WOODLAND STONECROP 75 PLUG 12"OC, BETWEEN ROCKS NEW ELEVATOR AND STAIR PROJECT PLANTING SCHEDULE N.T.S. NOTES: I. REVISED CANOPY CALCULATION: CANOPY REQUIRED FROM SDP2018-84 PROJECT = 2,518 SF CANOPY PROVIDED FROM SDP2018-84 PROJECT = 5,575 SF CANOPY PROVIDED FOR NEW PKG. ELEVATOR & STAIR PROJECT = 964 SF REVISED TOTAL CANOPY PROVIDED = 5,575 + 964 = 6,539 SF 2. ALL PLANTS SHALL BE STAKED IN THE FIELD FOR OWNER AND LANDSCAPE ARCHITECT REVIEW AND WRITTEN APPROVAL PRIOR TO PLANTING. _, ASE� SYMBOL w•,. :jEGOROMYY L6T;E NSION n f SCIENTIFIC NAME , COMMON NAME NO. SIZE CONT. NOTES TREES AR ACER RUBRUM "RED SUNSET' RED SUNSET MAPLE 14 2.5"a" CAL. B&B ASSHOWN JVC JUNIPERUS VIRGNIANA'CANAERTM' I CANAERT11 VIRGNIA CEDAR 59 6' HGT. B&B ASSHOWN LS LIQUIDAMBAR STYLACIFLUA"'ROTUNDD_OB,A" I FRUITLESS SWEETGUM 12 2.5"-3" CAL. B&B AS SHOWN SHRUBS & GROUNDCOVERS - AA "",AROMA ARBUTIFOLA'BRILLANTISSMIA" BRILLANT CHOKEBERRY 45 2.5'-3'HGT #7 CONT ASSHOWN IV TTEA VIRGINANA "HENRYS GARNET' HENRYS GARNET SWEETSPIRE 65 2' HGT #3 CONT ASSHOWN PL PRUNUS LAUROCERASUS "SCHPKAENSIS" SCHIP LAUREL 46 2.5'-3' HGT #7 CONT ASSHOWN VP VIBURNUM PRAGENSE PRAGUEV13URNUM 24 5- HGT S&B ASSHOWN PII�SEs2. Ps�N �P S Q O�OSED�F�Li4t�TJ1�GS„ _ kNR � �� _ � ` � bror" � ,w s n, F r ,7, ,u TREES S AR ACER RUBRUM "RED SUNSET" RED SUNSET MAPLE 2 2.5"-3" CAL. I B&B ASSHOWN UP ULMUS PARVIFOLA "ALLEE" ALLEE LACEBARK ELM 7 2.5"-3" CAL. B&B MATCHED SHRUBS & GROUNDCOVERS PL PRUNUS LAUROCERASUS "SCHIPKAENSIS" SCHP LAUREL 142 2.5'-T HGT #7 CONT ASSHOWN VP VIBURNUM PRAGENSE PRAGUE VIBURNUM 43 5' HGT B$B ASSHOWN TREES UP ULMUS PARVIFOLA "ALLEE" ALLEE LACEBARK ELM 10 2.5"-3" CAL. B&B MATCHED SHRUBS & GROUNDCOVERS N f(EA VIRGINANA "HENRYS GARNET" HENRYS GARNET SWEETSPIRE 34 2' HGT #3 CONT ASSHOWN FG FOTHERGILLA GARDENII "MT. AIRY' MT. AIRY FOTHERGILLA 11 2.5'-3' HGT #7 CONT AS SHOWN NOTES: I. THE PLANTING SCHEDULE AND LANDSCAPE CALCULATIONS SHOWN IN DETAIL 5A ARE FROM THE COUNTY APPROVED CHO SURFACE PARKING EXPANSION LIGHTING & LANDSCAPING PROJECT. MINOR SITE AMENDMENT SDP2018-84. 2. THE LANDSCAPE CALCULATIONS SHOWN BELOW ARE BASED ON THE PHASE I ECONOMY LOT EXPANSION PROJECT ONLY. THE CALCULATION DOES NOT INCLUDE ANY OF THE PHASE 2 OR 3 IMPROVEMENTS SHOWN IN THE DETAIL 5A PLANT SCHEDULE. LANDSCAPE CALCULATIONS AND NOTES 1) PARKING AREA TREES: INTERIOR TREES REQUIRED = 88 PARKING SPACES / 10 = 9 INTERIOR TREES PROVIDED = 10 PERIMETER TREES REQUIRED = 705 LF / 40' =18 PERIMETER TREES PROVIDED = 18 2) PARKING AREA LANDSCAPING: AREA REQUIRED = 25,183 SF PAVEMENT X 5%= 1,260 SF AREA PROVIDED = 1,280 SF 3) TREE CANOPY: SITE CANOPY REQUIRED = 25J83 SF PAVEMENT X 10% = 2,518 SF SITE CANOPY PROVIDED = 5,575 SF (NEW PARKING AREA TREES ONLY) PLANT SCHEDULE & CALCS FROM APPROVED MINOR AMENDMENT SDP2018-14 PROJECT N.T.S. 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. NEW ELEVATOR CANOPY COLUMN SHOWN BEHIND. SEE ARCHITECTURAL PLANS TOP OF NEW ELEVATOR BRIDGE WALKWAY. RAILINGS ARE NOT SHOWN. Coontyof Albemarle Conservation Plan Checklist -To be placed on Landscape Plana (Handbook, pp 1I1-28J-111-297 for complete specifications) 1. The follms In. hems mall be rbnwn an fheolvn: M Trees to be saved; M Limits of clearl(outside daphne of treec to be saved); M Locetioncroll cefpsetectrvef®dng; ❑ erase enar.gea aawdng toe wills or weua; ❑ Proposd trenching or mrmding beyondthe limits ofcleeririg. 2. Mares ® All treeato he shoodshall be horkedvath ptintornbbonstahwghteleady visible to poinentoperston,. ❑ No grxlir,g shall6egiv enrol Ne trm mmking hea bets inspecld m,d approvedbya Countybepector. 3. Pre-Cmatrurlon Conference ❑ Tree preaervatlon and pmlectlov measures shall be reviewed xdth fire contractor on ®le. 4. Emmmmecd Un.mn"n and Stores: ® Heavy equipment, vehicular traffic end ammge ofconstruc[ion rnatmals including soil aha8 not be permittN within the dnplims oftmes to be saved. s smlEmamn nne Smrmwamr loins nDmme ® such demees shall not adversely affect trees to be sa.ee. 6 Fires: M Firesmeaotp=magoiw nloofeetoftheanphnceftreesmbeaavea. 7. Toxic stater ith: M TomcmatmAssballnMWstorelwilltin100feetoftbe phv oftcestobesaved. S. Protective Fencme: ❑ Treu to be reta nee w n 40 f of a osed bW - aclivi shall be rote f sin Prof du. ovr b amg tl P by B ❑ Fenang shall be in place end shell be irupectai ab approved byeCoantylrmpector pots to grading or construction. 9. TreeWdb: ❑ Whatlhe growdlavel moat ba misad witlwrthe Mplive of atrea to be saved,atrae well shall be provided and aconstrvction detml submitted for approval. lo. Tree Walb ❑ Whruthe got plel mus[be lowered within the dnpline stream be mvM, atree wall shall be provided; avdaconstructron detail anbmittea tar approval. 11. TrenchlimmulTurnelinio ® When trenching is regwred witlan Ne limits ofclearing, it shall be done as far away hots the tlunks oftreee ere passible. Theorem, undera large tree shall W considered m on aliemative when it is ar,ticipeted that necessary trenching will destroy fessl rrects. 12. Cleanup: ® Pmmclive[endvg shall bethelaet ilar,a removed drvivg Ne Br,al demap. 13. Damaned Tim: ® Damagedtremshdlbetreatedimmedie[elybypmrvngfertilia merothermelkod"recommendedbyeheesWe Gist. �JNN�fO�TE�: IT/IIS/THE DEVELOPER'S RESPONSIBILITY TO CONFER W HH THE CONTRACTOR ONTREE CONSERVATION �`e" V1 l/i�� REQUIREMENTS. 1ylonozo OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/m Po 1 of 1 CONSERVATION PLAN CHECKLIST N.T.S. 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. O TOP OF EXISTING STAIR 4" -5" THICK WILLOW CREEK FIELD STONE. LANDING. LAY HORIZONTAL ON 1" BED OF STONE APPROX DUST. MAXIMUM 4" VISIBLE JOINTS. VERTICAL STONE FACE OF STONE SHALL FOLLOW EXISTING AND/OR \ WIDTH=1'-0" PROPOSED GRADES. SEE CIVIL PLANS. SWEEP STONE DUST BETWEEN ALL JOINTS. \ APPROX. VERTICAL STONE i WIDTH=1'-0" - - - - - - L - r 14.WILLOW CREEK FIELD STONE. MORTAR o VERTICAL INTO CONCRETE FOOTER. TWO - 6 IN. DIA. CONCRETE STABILIZATION POSTS WITH #4 REBAR FOR EACH BOULDER THAT IS PLACED ON THE ^3 1'-2" SOLID MORTAR BED. ALIGN WITH TOP OF CONCRETE FOOTER. TYPICAL. STONE AREA SLOPE. TYPICAL. 2'-2" v CONCRETE FOOTER TYPICAL 4" OF COMPACTED VDOT 21A WITH 6X6-W1.4 X 1.4 WELDED AGGREGATE ON COMPACTED'• O WIRE REIN. FABRIC. SUBGRADE, TYPICAL. fir" o 1'-211 6 a 2--2\ FOOTER C.L. TO C.L. WIDTH IN VARIES. SEE PLANS FOR VDOT #57 AGGREGATE EXACT LAYOUT. WRAPPED IN GEO-TEXTILE FILTER FABRIC 4" DIA. SCH. 40 PERFORATED PVC DRAIN PIPE. CONNECT TO BLDG. ROOF DRAINS NEW RETAINING WALL AND SIDEWALK PAVEMENTS. SEE CIVIL & ARCH. PLANS crown at or 'thick layer of mulch. nished grade. inimum burial 5" into soil. ant roots to be undamaged. Kcavated and replaced soil. Klsting sail. Groundcover plants to be triangularly spaced. Mulch. Pavement. PLAN Notes: 1- See planting legend for species, size, and spacing dim, 2- Small roots (Y4" or less) that grow around, up, or down t 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 groundcover 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 240e. 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). Existing soil. 1 .; 3x widest dimension of root ball r � SECTION VIEW TREE ON SLOPE 5% (20:1) TO 50% (2:1 1 /2" =1'-U. 2" layer of mulch. No more than 1" of mulch on top of root ball. (See specifications for mulch). m 9 Original slope should f- N\ p pass through the point where the trunk meets substrate/soil. • • - - � -'111=III=III.III. ���=IIIIIIIII ' �111M111M111M111: .. _ - . 1=III=III=III=III=1tlp :III.III.III.III.III=1_ II.III=III=111=111=III=`ni_...-,- -eso " "," ' an=111=III: _ , :III=III=III=III=III=III=I_!!=ii1=III=III=III=III.II 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. 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 sail 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. Shrub. 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 the root ball in 6" lifts to brace shrub. Do not over compact. When the planting hole has been backfilled, pour water around the root ball to settle the soil. Existing soil. PARKING ELEVATOR AND STAIR CHARLOTTSVI LLE-ALBEMARLE AIRPORT CLIENT 100 BOWEN LOOP#200 CHARLOTTESVILLE, VIRGINIA ADDRESS ..\..\..\..\Resources\Marketing\LOGO\ALA-Logo. Jpg -ALTH p� O �f DAVID T. ANHOLD a Lie. No. 00311 .GAS ��� cP A c A R E LANDSCAPE PLAN REVISION: NO. DESCRIPTION DATE I ARB SUBMISSION 12/31/20 2 ARB/SITE PLAN SUBM 3/18/21 3 ARB/SITE PLAN SUBM 8/4/21 SCALE: AS NOTED SHEET NAME: LANDSCAPE DETAIL SHEET NUMBER: L2.00 GROUNDCOVER STONE SECTION DETAIL 1/2"=1 SHRUB ON SLOPE 5% (20:1) TO 50% (2:1 3/4" =1'-U. C Anhold Associates 2020 MARCH 18, 2021 5 1 4 1 3 1 2 1 1 AERIAL VIEW FROM NORTHWEST NOT TO SCALE APPROACH VIEW FROM NORTH NOT TO SCALE PARKING LOT VIEW FROM SOUTHEAST NOT TO SCALE PARKING LOT VIEW FROM NORTHEAST NOT TO SCALE +Z E Lu,^ O V U Lu Q U� a Lu X o HO 2 M. ULU � QZ o ao TALBERT & BRIGHT COLLABORATIVE CHO A I R P O R T PARKING LOT ELEVATOR REPLACEMENT 100 Bowen Loop Road Charlottesville, VA 22911 SOUTH STAIR NORTH STAIR KEY PLAN ISSUE: ISSUE DATE: PSH+ No: CLIENT No: SCALE: BID SET APRIL 5, 2021 2011-08 2215-1902 REVISION SCHEDULE No. I Description I Date COPYRIGHT 2021 - PSH PLUS, USE OF THIS WORK IN WHOLE OR IN PART 15 FORBIDDEN WITHOUT EXPRESSED WRITTEN CONSENT. SHEET: NORTH PAVILION PERSPECTIVES 5 4 3 2 Renderings are for reference only. They are an impression of the project and they do not reflect all details, connections, materials, etc. AR01 5 1 4 3 1 2 1 1 i PARKING LOT VIEW FROM NORTH NOT TO SCALE PARKING LOT VIEW FROM SOUTH NOT TO SCALE +Z E Lu V, o U 7 �w Q U� a wX o HO 2 M. ULU � QZ o ao TALBERT & BRIGHT COLLABORATIVE CHO A I R P O R T PARKING LOT ELEVATOR REPLACEMENT 100 Bowen Loop Road Charlottesville, VA 22911 t 1 SOUTH STAIR NORTH STAIR KEY PLAN ISSUE: ISSUE DATE: PSH+ No: CLIENT No: SCALE: BID SET APRIL 5, 2021 2011-08 2215-1902 REVISION SCHEDULE No. I Description I Date COPYRIGHT 2021 - PSH PLUS, USE OF THIS WORK IN WHOLE OR IN PART 15 FORBIDDEN WITHOUT EXPRESSED WRITTEN CONSENT. SHEET: SOUTH PAVILION PERSPECTIVES LOOP ROAD VIEW FROM SOUTH NOT TO SCALE 5 4 3 LOOP ROAD APPROACH VIEW FROM NORTH NOT TO SCALE 2 Renderings are for reference only. They are an impression of the project and they do not reflect all details, connections, materials, etc. AR02 SITE PLANS VIL E A CHARLOF L BEMARLEAIRPORT FOR SIGNATURE: DULY"T5, 2015. � � �\ 1 \ OTT E S �/' 1� � E Y I �G � N' / ` MINIMUM SETBACK AND YARD REQUIREMENTS: _ i� rM r AREA AND BULK REGULATIONS WITHIN THE RA, RURAL AREAS, ZONING DISTRICT ARE AS U?rLi FOLLOWS: u.w�y„+0r?'N�Mv'Cdn"+,� smlriro...1'5 k> ' Q OWNER: CHARLOTTESVILLE-ALBEMARLE AIRPORT AUTHORITY MELINDA CRAWFORD, EXECUTIVE DIRECTOR ADDRESS: 100 BOWEN LOOP, SUITE 200 CHARLOTTESVILL:E, VIRGINIA 22901 PHONE NO: (434) 973-8342 PLAN PREPARER: DELTA AIRPORT CONSULTANTS, INC. WILLIAM ESCHENFELDER ADDRESS: 9711 FARRAR COURT, SUITE 100 RICHMOND, VIRGINIA 23236 PHONE NO: (804) 275-8301 ZONING: RA, EC fAX MAP: 32 PARCEL NO: 10 MAGISTERIAL DISTRICT: WHITE HALL COUNTY & STATE: ALBEMARLE, VIRGINIA PROJECT DRAINAGE AREA: IMPERVIOUS COVER: EXISTING: 9.34 AC PROPOSED: 10.88 AC LIMITS OF DISTURBANCE: 5.90 AC AREAS OBTAINED FROM PROJECT AREA STORMSEWER MAPS 5 � a DIVISIONS BY RIGHT DIVISIONS BY SPECIAL USE REQUIREMENTS (AMENDED 8-14-85) PERMIT (AMENDED 8-14-85) GROSS DENSITY 0.5 DU/AC 0.5 DU/AC MINIMUM LOT SIZE 2.0 ACRES 2.0 ACRES MINIMUM FRONTAGE EXISTING 250 FEET 260 FEET PUBLIC ROADS MINIMUM FRONTAGE INTERNAL 150 FEET 150 FEET PUBLIC OR PRIVATE ROADS YARDS, MINIMUM: FRONT (EXISTING PUBLIC ROADS) 75 FEET 75 FEET FRONT (INTERNAL PUBLIC OR PRIVATE ROAD) (AMENDED 11-13-91) 25 FEET 25 FEET SIDE 25 FEET 25 FEET REAR 35 FEET 35 FEET MAXIMUM STRUCTURE HEIGHT 35 FEET 35 FEET (s 20-10.4, 12-10-80, 8-14-85; s 18-10.4,.ORD. 98-A(1), 8-5-98; ORD. 08-18(7), 11-12-08) (COUNTY CODE 18-10.4) SDP-20-1.14m0001 9 THIS SITE IS WITHIN A WATER SUPPLY PROTECTION AREA. 1 ti f I T w 1'"1 m /'1 I ,run / T \ 1 e 1 '1 /'1 /1 z A N t ' Nd�fC4i gr�'Y A • .F • p'J i Z' �d- i54 Ji'.�lltt r t `�iIQowfi�l'�C.. P{..r1i•C ,c.+-+.)YtirlY_t,>,.r.,_ �?4' Y t � � � � ��ff..ii" DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ ZONING ENGINEER INSPECTIONS DEPARTMENT OF 'i7, DEPARTMENT OF TRANSPORTATION-);j� DEPARTMENTVIRGINA HEALTH a�i+''w�_wmr� a- MI ,�. C�" a ai SHEET TITLE NO. 1 COVER SHEET aANTITIES 3 GENERAL NOTES 4 MANAGED STEEP SLOPES AND ALBEMARLE COUNTY NOTES & NAT_S 6 DEMOLITION LAYCU'f 7 GEOMETRIC LAYOUT 8 GRADING & DRAIKAGE 9 GRADING & DRAINAGE - BASIN No. 8 L1 fl O SEDIMENTGeNTROI 1 AYOIJT 1? & SEDIMENT GBNTRO6 6A*GU::F GONTReL NOTES ,ENT ENT GGNTRGI= 9ETn16S 14 MARKING LAYOUT AM ;: GUT & 9ETAI6S 16 PAVING & MARKING DETAILS & TYPICAL SECTIONS ss 19 29 DRAINAGE 9ET-AI:-8x- p A EMENT DETAILS 22 .^' UTILITY LAYOUT 23 UTILITY LAYOUT 24 UTILITY DETAILS ._ 25 DRAINAGE & WAT-RLINE & CENTERLINE PROFILES �26 GROSS E 86S;PT-Ar10-20 STAr1340 27 �s 66SR—ST/113*2a aT/116¢00 L-1 LANDSCAPE PLAN, L-2 LANDSCAPE PLAN L-3 SIGN DETAILS L-4` LANDSCAPE, SIGN, AND LIGHTING DETAILS L-5 LIGHT & PHOTOML-TRIC PLAN 1 OF 2 AIRPORT PROPEF.TY MAP 24 OF INTERSECTION SIGHT DISTANCE PLAN & PROFILE 29 Zf AIP NO. JOB NO. a x o LTx o SURFACE PARKING EXPANSION � o o I �¢,A ;' j fi Ll yy�P fi Lf NON-AIP (LOCAL ONLY) 12064 DRAWN BY: SHEET go 9711 Farrar Court, Suite 100 - .:. x u v DELTA AIRPORTO, H + ` O WILLIAM M. MJH . x - \ USAN E. SOW >� RlCiltT10l1C�, Virginia 23236 �► \� U > U ESCHENFELDER LIC.N0.026212 - COVER. SHEET DESIGNED BY: . ,g LIC. NO.045144 �Q phone: (804) 275-8301 + fox: (804)275-8371 �1/ .!1 at— w� Apo ) �� SEW/WME of www.deIta`air ort.com CONSULTANTS, I NC o�F '��hw n�7l��I��wp G ! G SCALE: DATE:X No. REvlsioNs BY APP. DATE. SSIONnL a� Ss�otvnc �`' CF'IARLOTTESVILLE-ALBEMARLE AIRPORT AS SHOWN JULY 2015 z _ -. / ✓i . n :.i/��i. r „, ;,/�;i /;,/;-:. //����:'ri;:/ � . I w,�,.•---,,;;;'? I -- I� ; -�-- i l_'- l III I I I IIII I I ///Tl i/ I ./ , / /./ // / -1- I� l _ ✓ j / % S RT R ECOP10'MY I -�/ IE 10IPAGES - 1 2 SPACES / . I' .- :'i'/ //, ✓, � (IIII I I� -/. ., / /•ii J n� I psI I I I , % ♦ °-,h I � IIII II ill //, ^ - V ON 7-21-2016 REVISION 7-21-2016 !i 0;/I (I h�♦�I I I! I I I I I I I I ((I I �/ / ,' L y r _ ! - - /✓/��. . . • • - '' % - 1' ALB & BRIGHT ` �LLLL� tG. 1 - }%•:;; /r i MOLISH IR ASE, DEMOGtStAND �_ • / RADE AND STABILIZE � RECONSTRUC ! REVISION 7-21-2016 \ /� "-�/'/ ;' WITH f,.A -- W �`'` k4,10 < n " m LISH AND / ^^'� 5- i�•^ •'fir , . 3_., j F I $• c ;b� $$`mdD. I 1t' !!.i� _�i?"''3�'1,1., ,,� x:, r£,`fi'�'w:s'Y .�.,.._ r;• .azU'. : .. .F , .�,�.. .a• . _ ... ... 'k. .emus(_. �.iE� :,.,. .. .,,.• .... .... :.:.:� : - ,. _ � ,,,..>Krrca'� /�� _w - RECONSTRUCT �e a - , .i, I711(j IRCASE ,IIII, III Ii1II IIIIII � _ >• . - <-:,N..�. , ,:.� . •. .._.� . �� . I `�� 1 \ OVERFLOW � .�.��` _., , L I I I I I I I I I I I I (•�I , I I I I I I I I I I I I I IIII . I I I I L I I �' : 201 SPACES T// /: ! _. o • . - ._°�� ,. \ " ;�., ; i 1 L'1�I I I I I IIII _ i l j l i I (I L • ,1 t/_L.v:_� (i I I I I I I L'I. I I I I i. ! I. I I I I .:.I �1-I� �.�I.1t._L(_I�����,� i III I J_I�I- w � �i,II,IIt�I�(�(�I„L11,7(,:��T�I. II II � IIUliilliili IIII .li Illli�ll� illili lli o LONG T`=RM 748 SP CES I I a _ I I• Hi 1. I`�IG.jji.r� I Ili I Ili I it I_1Ii i!IIIL�IIIiII,IIIII,:.Ilili !II II l I 11I iI IiII!TII i71 i�I�IIIUII I 'I i :1 _L!'�II! 1!�_,�IIIIII I ;I I� III' II Ir I I I _ I ( �, I I .' I. L I I ITIIl ii,ilii1l�n iIII11 I IIIiiI 1 ,� 1:I 1�1 I:I 1 1II(UI�I I��fTI!I 7-1�1,,,/ �i , 1 I Itl1�l i� II i11 II IU III II I 111.1 it II': I IIII II 1ll�Ill11 l I I ... . _ _ mow. ,. f � SF.,.f �•- t x.V�yy '.�� r � � K EMPLOYEE �.. _ _ .. 147 SPACES a01 � TYPE OF PARKING NO.OF SPACES HANDICAP SPACES PASSENGER: LONG TERM 748 SHORT TERM 108 ECONOMY 132 OVERFLOW' 201 TOTAL: 1,189 22 EMPLOYEE: PROPOSED 147 FUTURE 21 TOTAL: 168 6 TOTAL REQUIRED: 28 HANDICAP: EXISTING 25 PROPOSED 3 TOTAL PROVIDED: 28 4 TOTAL SPACES. IN NOTE. THE EXISTING OVERFLOW PARKING HAS 17 , � LOTS, NO ADDITION OR SUBTRACTION OF - _J , _ ALL OTHER PASSENGER O � _ , - PACES ARE PROPOSED AND THE NUMBER ABOVE INDICATES % r- .fixeUvsax S 4* u .. EXISTING AND PROPOSED. ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES: GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT" STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED GENERAL CONSTRUCTION NOTES 1. .THEPLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE. CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PROPERTY. 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO PRIOR TO THE FINAL INSPECTION. ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BEAT 75 TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUA THE PERMIT..WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. RY TO CONSIST A 50/50 MIX OF ANNUAL TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY 2; ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. BM# DESCRIPTION ELEVATION NORTHING g - EASTING 3716 CAP 602.30 3937799.644 11497952.214 3729 CAP 605.90 ; 3937352.957 114497779.431 3731 PK 605.14 3937500.758 11497689.392 3735 PK 601.03 3937340.051 11497548.070 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO Un AS THE FIRST STEP IN 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH.THE APPROVED CLEARING. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER PERMANENT SEEDING AND MULCH. VERTICAL DATUM IS NAVD88" AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4 EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER -6 _ 4. A COPY. OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT INCHES OF SOIL: FERTILIZER SHALL RE APPLIED AT 1000LBS/ACRE AND CONSIST OFA 10-20-10 NUTRIENT ' CONSTRUCTION. ALL TIMES. ' MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95'% KENTUCKY 31 OR TALL EA ARE TO BE FERTILIZED SEEDED AND MULCHED - FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 4. ALL SLOPES AND DISTURBED AREAS , 5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS 80LBS/100SF: ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. ' (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL. SUBMIT RIZ NTAL.VERTICAL . WHERE REASONABLY OBTAINABLE 2 '. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2.1 (HO O ) A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN 19. MAINTENANCE: ALL MEASURES ARE TO BE. INSPECTED WEE D I LEGEND ' LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. WEEKLY AN AFTER EACH RAINFALL. ANY DAMAGE APPROVING AUTHORITY. OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED DI 6. PAVED RIP -RAP OR STABILIZATION MAT LINED DITCH MAYBE REQUIRED WHEN IN THE OPINION OF THE WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. E ME ALL SEEDED AREAS ARE TO BE 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS: SILT FENCE.AND DIVERSION DYKES PROJECT OUTFACE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE FLAN APPROVING WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED CHANNEL AUTHORITY. IMMEDIATELY. - - - AIRPORT PROPERTY LINE (APPROX.) 7.. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MA NUAL FOR UNIFORM TRAFFIC 7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES. DURING 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF -o ALBEMARLE COUNTY STREAM BUFFER CONTROL DEVICES. LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT To APPROVAL BY THE 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS 111. COUNTY EROSION CONTROL INSPECTOR. - - FUTURE DEVELOPMENT 8. DURINGbEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF �► HAUL ROUTE 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICAULY AND AFTER EACH APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) CONSTRUCTION INDUSTRY (29 CFR PART 1926): CE CONSTRUCTION ENTRANCE RUNOFF PRODUCING RAINFALL EVENT ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE ' B D I EFFECTIVENESS OFL THE EROSION CONTROL SHALL A L E MADE IMMEDIATELY. Y. 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE 9 MONTHS AFTER' 10. FIELD SURVEY INFORMATION WAS PROVIDED BY: THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. ( WATER PROTECTION ORDINANCE SECTION CSA CONTRACTOR STAGING AREA :- ROUDABUSH GALE AND ASSOCIATES INC 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 17-207B) - ? CEP CONTRACTOR EMPLOYEE PARKING 914 MONTICELLO ROAD -. .. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT CHARLOTTESVILLE, VIRGINIA 22902 MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS (434) 977-0205 EXISTING MANAGED STEEP SLOPES DATE. JANUARY 2014 N 12: BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM m ORDINANCE SECTION 5.1.28. MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A a 11. AERIAL TOPOGRAPHY INFORMATION WAS PROVIDED BY. LIMITS OF DISTURBANCE GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN WITH SECTION 13-301.OF THE CODE OF w POTOMAC AERIAL SURVEYS ALBEMARLE. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. ✓� Yl € 3 FREDERICK COUNTY AIRPORT - 1319 BUCHEIMER ROAD E m - _ 14. BORROW FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE C £ � ONVERTED TO PERMANENT FRE698-99 , MARYLAND 21701 THE HOURS OF 7:OOAM TO 9:OOPM. STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS 303-698-9944 100 0 100 200 EXISTING CRITICAL SLOPES PER ALBEMARLE COUNTY GIS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. m - L ' -' DATE: NOVEMBER 2011 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL (SLOPES >25% NOTE: INCLUDES SLOPES CONSTRUCTED ^ 3o SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND SCALE: 1"=100' FEET UNDER PREVIOUSLY APPROVED SITE PLAN AMENDMENTS) N IMPROVEMENTS; AND DAMAGE TO ANY PUBLIC STREET BECAUSE O SLIDES, SINKING, OR COLLAPSE: e ALP NO. JOB NO. - J �ALTxoF SURFACE PARKING', EXPANSION NON (LOCAL ONLY) 12064 Y g� 9711 Farrar. Court, Suite 100 0 , - DRAWN BY: SHEET LL�AMM. � MANAGED STEEP SLOPES AND 9 : Richmond Virginia 23236 DEL r� AIRPORT 4 ... � g � � V ESCHENFELDER y _ 'DESIGNED BY:. uc. D.U45144 ALBEMARLE COUNTY NOTES OF - phone: (804) 275-8301 fax: (804) 275 8371 o a S /WME �00�, 7�S +� �ww o Z'� w�,vw.dettaairport.com CONSULTANTS, INCe f0 3 LL SSjoNaL ECG SCALE: DATE:27 W No. REVISIONS BY APP. DATE CHARLOTTESVILLE-ALBEMARLE AIRPORT = aoo DULY zo14 Z