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Home My WebLink AboutSDP202100051 Plan - Approved Minor Amendment 2021-12-29CHARLOTTESVILLE — ALBEMARLE AIRPORTluo' CHARLOTTESVILLE VIRGINIA �UAAlk WAIL PROPERTY INFORMATION OWNER: CHARLOTTESVILLE-ALBEMARLE AIRPORT AUTHORITY MELINDA CRAWFORD, EXECUTIVE DIRECTOR ADDRESS: 100 BOWEN LOOP, SUITE 200 CHARLOTTESVILLE, VIRGINIA 22911 PHONE: 434-973-8342 ZONING: RA, LI, EC, AIA, MANAGED STEEP SLOPES TAX MAP NO.: 32 PARCEL NO.: 10 prepared I ,, .I fIiIl' LIIl • I. 4 � II,II�! LI:.II:I�:.I I. 'II I IILI .II I Illrlll!I �I i•' I'IIII�IIlI II I'II II"II IIII IIII�LII I'II '.'.I. II.: II h: II :�I II I�II'; '' I III� I II;i�ll lI IIgill Lrfi..T:Lf.l .h.l II II!I 'l •u: II uI l � I . I IIII I m Il Il,nl I l I' 'I IIIII.I I IJI I ILII II:IIII II ' : II,II lI.Iil 'I INI.::I 1111 L: AI.I ; I;�LIIII' II�IIII I , II .I IIIII II IIIIIIIIII I iIiI IIII IIIIIl. iI', I ilIIu I'I'I II III;II I ''II !I :I:'I u.l•.l :II pI . I ' II. II ai'l . �II'I :I.ILI'. 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OF SPACES HANDICAP SPACES PASSENGER: LONG TERM- '1'45 SNORT TERM ',08 ECONOMY 132 OVERFLOW 201 TOTAL 1,186 22 EMPLOYEE: PROPOSED 147 FUTURE 21 TOTAL 168 6 TOTAL REQUIRED: 28 HAN-0ICAP: EXIS PING 25 PROPOSED (' :,,,, 3 TOTAL PROVIDED: ` =' 28 SDP2014-M19 IDENTIFIES AS SPACES, WHILE SDP2021-00061 REQL ° • - .. A NET REDUCTION OF 3 SPACES, QUANTITY SCHEDULE ' AS -BID AS -BUILT NO. 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. 21A/B 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-I) 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, 221 orm.,.1 902 SDP202100051 (MINOR SITE PLAN AMENDMENT TO SDP2014-00019) APR I L2021 G ti h1 ;, l n.'.' _'1 SkY/dtl ._ti 22 j 129 229 ers, / 257'� TInlay ..; 1 �� 70/I ' %ace ? .� ,\\3 ur akxvut +(t(�` 3 `po Boston Mal a 5 yus sprint � J�` 40 4Z BytLfegdaris S4L231 - 670 _" __ 76 • C? � ,;,Q� <, Shen-a{trloah y tlsAu Py i i �N PAC' �Ha1 wpod 6 d -;;9. ctll a �� 6. - „a 251r 6Us ° eunantiglersv;Qanco t J ' 299 G s .r a-=Massanurre, BriUlaw od 6 ( , - 6f,_ y% Y247 (G?0 ;R�a�rt.a Elkton ff i 1 A D I�3 it I'd `� 6m� 6 5 Kgez clown 15 65!3 a,? ? �_ Madison R 15 ,_. �1., ets ro f 29 _ ' 43? ? <! 230 Wolftow2 n � 631 i� G15 Penn 33 a mhe flood 3 r hMcGahey � i 2 LocustDala 611 ? 276 CtWiLOTTESVILLE-ALBEMARLE a r Aro s '` 6+i2 r 1 P ?'Fl Radiant 1 t ,eye 2 F PJRPOFrr Stanardsville Pratts . a ,.t — • 47 662j 'Rochelle 230 Ptt� isan. 9Ve. 8Y5 {- i6 �� e •' �e I - 'Mills -' t U E E 29 231a �'Or ngg 2 Grote 1 acm,aticayerji �° Rockersville LlprisaaMua. - / MontpeUerSta:' na(P4 aMI�" .. }, r r !NounhlanrpaGe y.If 7 sville 7;131 , � -0 • R A N SlrnetSkta 1 �, cl _4i�d.�„�„n,.•AS ao 0 • . 6US selaiull _ „ tM M �.1�,ytJingina mes Rive ate T'ark 56 to €3 U (; ree Union Early: 67G a Gi4 4_j GU1 . 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G:� • VICINITY MAP SCALE: V=12 MILES (APPROXIMATELY) APPf_,�;)� E-1) hj the AR;;I'na le Gount'l ..BUILDING CODE DATA •� APPLICABLE CODE: 2015 VIRGINIA UNIFORM STATEWIDE BUILDING CODE ty ^�1 W •r 0 ARB REFERENCE o 4-D THE PARKING LOT ELEVATOR & STAIR REPLACEMENT PROJECT, ARB-2021-06, WAS APPROVED BY THE ALBEMARLE COUNTY ARB ON �*. 7,b �� APRIL 22, 2021. THE CERTIFICATE OF APPROPRIATENESS IS ON FILE AT `` F` TFIE CHARLOI� EP g RAiP0T; g 0 P4 � 9 t 1 '�'�' � m��_ v2ti ., _;:3 '�e ��_ �,� r_��.._s,z��i,�s��£'.��*vu.'�'��...�o•�"�'''t� N a.�.� �:�).��.__„'_,, ,_?_ �'��""�`>.�n+.e� iva�d4 �r'.".G,a r,�.�'.,. ,...�,.��'. „�.-. '' NO. TITLE C1 COVER SHEET C2 GENERAI. LAYOUT & NOTES C3 PHASING PLAN - PHASE I C4 PHASING PLAN - PHASE II ;p C5 PHASING PLAN - PHASE III r' 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 E1 NORTH AND SOUTH ELEVATORS PARTIAL PLAN - LIGHTING PHOTOMETRICS E2 PARTIAL SITE PLAN - PHOTOMETRICS E3 LIGHTING DETAILS E4 ELECTRICAL. DETAILS L1 LANDSCAPE PLAN L2 LANDSCAPE DETAILS AR01 ARCHITECTURAL: NORTH PAVILION PERSPECTIVES AR02 ARCHITECTURAL: SOUTH PAVILION PERSPECTIVES REF #1 8DP-2014-00019: SHEET 1 REF #2 SDP-2014-00019: SHEET 4 OF 27 C W � u? V W bA C� O ramr,, 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. ,X1,TH OP CHR TOPH ER SIGNATURE DATE „0 . Lie, No. 039401 DEPARTMENT OF COMMUNITY DEVELOPMENT 1 2 Z Z0 t/ �IONAL PLANNER / ZONING ENGINEER Date APRIL 2021 BUILDING OFFICIAL ARCHITECTURAL REVIEW BOARD scale . NONE Drawn REK FIRE OFFICIAL checked ALBEMARLE COUNTY SERVICE AUTHORITY Cl€ VIRGINIA DEPARTMENT OF TRANSPORTATION Project No. 2215-1902 Sheet No. Ste- No. � Cl DATE Of .......... EXISTING STORMWATER BENCHMARK SCHEDULE ♦ ♦ ` tt MANAGEMENT BASIN ..:...'...'. . ....... ....... LL. ....' ' ' '/� STATION OFFSET BASELINE NORTHING FASTING ELEVATIONS -' / 6.... \ i� ♦ -_. ..'.... ........... ................. .... �� IGENERAL NOTES G1. THE CONTRACTOR SHALL MARK AND LIGHT THE AREAS OF G12. THE CONTRACTORS EMPLOYEES SHALL PARK ONLY IN THE 1 CONSTRUCTION IN ACCORDANCE WITH THE PLANS AND AREA DESIGNATED BY THE ENGINEER/OWNER. AT THE END OF 1 SPECIFICATIONS. AT NO TIME SHALL PUBLIC SAFETY BE EACH WORK DAY, THE CONTRACTOR SHALL POSITION ALL I COMPROMISED. THECONTRACTORS EQUIPMENT AND EQUIPMENT, UIPMENT TO OLS, MATERIAL ETC. IN THE E APPRO VED 1 � VEHICLES SHALL BE MARKED WITH COMPANY NAME. CONTRACTOR'S STAGING AREA UNLESS OTHERWISE I A REQUESTED S ED BY THE CONTRACTOR AND APPROVED BY THE 1 G2. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL ENGINEER. EXISTING UTILITIES AND FACILITIES FROM DAMAGE BY i 1 ' EQUIPMENT OR PERSONNEL. THE CONTRACTOR SHALL SURVEY PREPARED BY: ` G13. TOPOGRAPHIC R EY 1 CONTACT ALL UTILITY AND FACILITY AGENCIES FOR FIELD -� MARKING BEFORE BEGINNING WORK. THE LOCATION OF LINCOLN SURVEYING EXISTING FACILITIES DEPICTED IN THESE PLANS ARE 632 BERKMAR CIRCLE APPROXIMATE AND ARE SOLELY BASED ON SURFACE CHARLOTTESVILLE, VIRGINIA 22901 OBSERVATION. 1 D B : 0 EC NICAL INFORMATION PREPARE Y G14. GE T H I G3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING sl 1 OF ANY EXISTING UTILITIES OR FIXTURES THAT ARE ECS MID -ATLANTIC; LLC. 1 DAMAGED BEFORE THE BEGINNING OF CONSTRUCTION. 4004 HUNDERSTAND COURT, SUITE 102 I 1 l � 1 CHARLOTTESVILLE, VIRGINIA 22911 G4. ANY UTILITIES OR FACILITIES DAMAGED DURING THIS PROJECT 1 BY THE CONTRACTOR'S MEN EQUIPMENT OR G15. HORIZONTAL CONTROL: VIRGINIA STATE PLANE SOUTH ZONE SUBCONTRACTORS SHALL BE IMMEDIATELY REPAIRED AT THE NAD 83. VERTICAL CONTROL: NORTH AMERICAN VERTICAL CONTRACTOR'S EXPENSE. THE CONTRACTOR IS ADVISED DATUM OF 1988 (NAVD88). 1 THAT HAND DIGGING TO PROTECT UTILITIES FROM DAMAGE I SRESPONSIBLE OR THE STAKING OF SHOULD BE ANTICIPATED. G16. THE CONTRACTOR I F 1 THE BASELINE AND ALL ITEMS NECESSARY TO CONSTRUCT TION CONSTRUC PROVIDED THREE THE PRO JECT. THE .ENGINEER HAS PROVID { A EAS INCLUDING THE CONTRACTORS 1 G5. ALL DISTURBED R OFFICE TRAILER STAGING AREA, PAVEMENT SHOULDERS, HAUL ROUTES, ETC. BENCHMARKS FOR VERTICAL AND HORIZONTAL CONTROL. I ' •1 SHALL BE RESTORED TO A SMOOTH LINE AND GRADE TO CONTROL POINTS SHALL BE VERIFIED IN THE FIELD PRIOR TO ENSURE POSITIVE DRAINAGE. THE CONTRACTOR SHALL CONSTRUCTION. IF A DISCREPANCY IS FOUND THE CONTRACTOR H NOTIFY ALL S THE ENGINEER IMMEDIATELY. MAINTAIN THE HAUL ROUTE FOR THE DURATION OF THE 1 / PROJECT. THE CONTRACTOR SHALL KEEP ALL DIRT AND I DEBRIS OFF OF HARD SURFACES AT ALL TIMES. THE G17. THE OWNER RESERVES THE RIGHT TO CONTRACT AND 1 � , WO ADJACENT TO AND CONTRACTOR SHOULD ANTICIPATE ROUTINE SWEEPING OF PERFORM OTHER OR ADDITIONAL WORK ADJOINING PAVED AREAS. WITHIN THE WORK AREA COVERED BY THIS CONTRACT. WHEN SEPARATE CONTRACTS ARE LET WITHIN THE LIMITS OF G6. THE CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED ANY ONE PROJECT, EACH CONTRACTOR SHALL CONDUCT HIS/HER AREAS AS PER THE PROJECT SPECIFICATIONS T-901 and T-908. WORK SO AS NOT TO INTERFERE WITH OR HINDER THE I THERE WILL BE NO MEASUREMENT FOR WORK DONE OUTSIDE OF PROGRESS OR THE COMPLETION OF THE WORK BEING THE PROJECT LIMITS. COMPLETED BY THE OTHER CONTRACTORS. THE CONTRACTORS 1 WORKING ON THE SAME PROJECT SHALL COOPERATE WITH { 1 G7. THE OWNER SHALL OBTAIN THE ALBEMARLE COUNTY BUILDING PERMIT. EACH OTHER AS DIRECTED BY THE ENGINEER. ANY THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESEARCHING ADDITIONAL EFFORT OR WORK REQUIRED FOR SUCH WOOW OTHER CONTRACTORS SHALL BE S LICENSES AND BONDS ETC. COORDINATION WITH H - AND ALL OTHER PERMIT AN, ! REQUIRED BY LOCAL, STATE, AND FEDERAL AGENCIES. INCIDENTAL TO THE PROJECT AND NO SEPARATE I ♦ /` ��, MEASUREMENT OR PAYMENT WILL BE MADE. IT IS F G8. AT NO TIME SHALL THE CONTRACTOR (MEN, EQUIPMENT, AND/OR ANTICIPATED THAT OTHER WORK MAY BE COMPLETED BY AN CONTRACTOR SUBCONTRACTORS) GO INSIDE OF THE AIRCRAFT OPERATIONS INDEPENDENT CONTRACTOR(S) DURING THE COURSE OF THIS STAGING &LAY AREA. PROJECT. DOWN AREA G9. CONTRACTOR SHALL NOT IMPEDE THE FLOW OF TRAFFIC ON THE G18. ANY LISTED MANUFACTURERS EQUIPMENT SHALL MEAN p0 AIRPORT ACCESS ROAD (BOWEN LOOP ROAD), EXCEPT DURING THAT LISTED ITEM OR AN APPROVED EQUIVALENT. POURING FORANE ASSOCIATEOD WIITHCRETE CANOPIES. E EER MAINTENAN EPAVILIONNOFCTR FFICORK PLAN. G19. IN THE EVENT THAT FUNDS ARE NOT AVAILABLE, THE OWNER U) RESERVES THE RIGHT TO NOT AWARD THE CONTRACT. G10. EXCAVATING ADJACENT TO ROADWAY. SHORING WILL BE REQUIRED DURING EXCAVATION ADJACENT TO THE LOOP ROAD. THE fr► 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. c� o 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 N 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. N N ' 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 SAFETY NOTES 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 NTR 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 COUNTY GENERAL CONSTRUCTION NOTES CONTRACT TIME: 180 CALENDAR DAYS (BASE BID) C1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING RIGHT -OF -WA INCLUDING 0 0 A S Y, INCL ING CONNECTION T ANY EXISTING LIQUIDATED DAMAGES IN THE AMOUNT OF S500.00 PER ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA r CO .. CALENDAR DAY WILL BE ASSESSED AGAINST THE CONTRACTOR DEPARTMENT OF TRANSPORTATIONVDOT. S LAN AS ( ) THIS P FOR EVERY CALENDAR DAY THAT THE CONTRACT TIME PLUS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS APPROVED EXTENSIONS IS EXCEEDED. OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. THE PHASING PLAN SHOWN IS A CONSERVATIVE APPROACH TO THE SUCCESSFUL COMPLETION OF THE PROJECT BASED C2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL ON THE CONTRACT TIME NOTED, THE AIRPORT IS TO REMAIN CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OPEN FOR THE DURATION OF THE CONSTRUCTION. THE OF VDOT UNLESS OTHERWISE NOTED. CONTRACTOR SHALL BE REQUIRED TO WORK WITH THE AIRPORT MANAGEMENT IN MAKING SURE THAT ACCESS TO THE AIRPORT C3. EROSION AND SILTATION CONTROL MEASURES SHALL BE IS POSSIBLE AT ALL TIMES. THERE WILL BE NO SEPARATE PAY PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION ITEM FOR ACCESS COORDINATION. ANY COSTS ASSUMED FOR CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY COORDINATING ACCESS SHOULD BE INCLUDED IN THE COST CLEARING, GRADING OR OTHER CONSTRUCTION. FOR MOBILIZATION. NO ADDITIONAL CALENDAR DAYS WILL BE ADDED TO THE PROJECT FOR REVISED PHASING PLANS. C4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. P1. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL GIVE A MINIMUM OF 7-DAYS WRITTEN NOTICE TO THE C5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). AIRPORT MANAGEMENT AND PROJECT ENGINEER. WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. P2. THE CONTRACTOR SHALL SUBMIT A PRELIMINARY PROJECT SCHEDULE IDENTIFYING MAJOR TASK ITEMS TO THE C6. PAVED RIPRAP OR STABILIZATION MAT LINED DITCH MAY ENGINEER AND AIRPORT MANAGEMENT AT THE BE REQUIRED WHEN IN THE OPINION OF THE COUNTY PRE -CONSTRUCTION MEETING. A FINAL PROJECT ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN SCHEDULE SHALL BE PROVIDED BY THE CONTRACTOR A ORDER TO STABILIZE A DRAINAGE CHANNEL. MINIMUM OF 72 HOURS PRIOR TO START OF CONSTRUCTION OPERATIONS OR 30 DAYS AFTER C7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE PRE -CONSTRUCTION MEETING, WHICHEVER IS LESS. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, P3. THE CONTRACTOR SHALL VERIFY LOCATION AND C8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPES ALL BE N H H PLACEMENT OF ALL BARRICADES IN THE FIELD WITH THE REINFORCED CONCRETE PIPE -CLASS III. AIRPORT'S INSPECTOR. THE LOCATION OF THE BARRICADES SHALL BE IN ACCORDANCE TO THE PROJECT C9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST MAINTENANCE OF TRAFFIC PLAN. THE CONDITION AND COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION LOCATION OF ALL BARRICADES SHALL BE CHECKED DAILY INDUSTRY (29 CFR PART 1926). 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. 100 0 100 200 1 " = 100, scale feet O Cq 1 � •� Q i O o � o 0, or__111� 1 co ram, 0 W 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. ply, 8� r CHR TOPH R Lid. No. 039401 i4IONAL Date APRIL 2021 Scale _ Drawn REK Checked CRJ Project No. 2215-1902 Sheet No, C2 Of_::' _ / inCG, ' _ .............. ...... ........ ............ M ED - I . . . . /TERMINAL BUILDING c sP oNE. ' CO co X l/ P •i �N2 O M co c Cr) SO ZO CO � Lr cn Z -- C ' TMP 32-10 ' CHARLOT'IESALLE-AL1 MARLE Z r� ai t cJ) aiRPOR'r AUTFIORITY L- - c - /Ti ;/7i�/�� _ W . ,A� �N Curb a .�, � BAERICADE L'OC,ATI f'N�O� / fin_,"' _} z w n Z//ZZZZ/ZZ////Z/// DUR.ING'CONCRETE'WORK, ...... o TEMP.. ONSTRUCTION. ri n r7 . . . . . . . . , . . . . . d • CRANE WORK; ETC'. ®Wv . 2 0 �i .. .... �,-B0.1%WEXL0.OP u FE CE uV =D- BOWEN .LOOP o x N. ITH MOUNTED ' , n __ ___ 2 5"aifll� m U . - r• _ W O ASPHALT � R9 9 SIGN �StDE ALK CLOSED) �' „ ...`� TCP . ' . ' . - . , ( F ASPHALT W x ( 817.99 J . J cc-r-' ' ,.'.t�;+._. _ __:_.�.,___.._ __ ._.m �_:__._ _.._.._,._. •..__...,._-___�__�__ _ _ __ _._ _:.-._..,_,.�...�_,_._..W._�__:__. __' I rat: __ _ - - --- �} FLAG 5 _ IG'f 0 LP W/HAcE LP W/BASE SIGN j j � LP Wf9AWE LP LP W/EJA5E �% ii� POLES EF3 ❑ �} f�j + GNDL LL 0' f Y r LP LP WfBASE LP Yd/E3ASE LP W/SASE LP W/BASE fZLl . U _,....•-GGHCREIE AND U HSW BSYd 8SW TEMP. CONSTRUCTION BRICK STAIRS W/ C1 CONCRETE AND META1 HCNnRAII , BRICK �� '} Y-..T � � BRICK STAIRS W/ FENCE WITH MOUNTED srAlRs � � e'�"`�` METAL HANDRAILS _ a ED PEDESTRIAN WAYFINDING ' w �.•,� t crASRs LP W/RASE •••w` w j`-•'{�� '�-•f tP W```//��R,,,ASE LP W/BASE LP Yd/BASE _ LP W/BASE SIGN. SEE PHAS NG NOTE 9. SE _ 0 l s , s �.. oo ir1 CONCRErc`F 4- CO IN CONCRETE LP W18ASE LP W/BASE CS5°1 cG-3 CSY! SSW iX CG-3 GSW p CG-3 _ - _ _ 1 H5Y! CSC'! CG-3 --- � 6TREEIG • ,�" CSY! �: EH . - 605.uD nI cc rRE. . 16 OU LE SWI G I AT FOR x o x . EH t ' t7 f I 4TREE12 LP - C 1 I a5.ar ON 1.A TO A. CE S LP i_PtAt: r. I STAIRS RE ALN.OPEN DURING. SILT3TA16+00 X . THIS PHASE: HdLLhRvs ,. it X w ;< Z U) L�1 ' BA3E11E'C S fA, i d TA T7+00 ' STA .18+00 STA i -i cn 3TA 13+00 BASBJ E ,,V. STA 12+00 STA iF+00 . 3TA 1 G+bo ' 6 _.._... 0 Z P1fJRiN 9S"J9t35.a945H 'NORTH 3Q3&456.50a92 . . • NORM 39:�aJ27,J23>9 n [) a I EAST 11 rs-r-05.;: 806 . - - I EAr, 1119:r73.6GaG•M1 I EA t 11•#9782.Li)555 ELEVATOR AND•STAIRS'TQ'REMAIN rn .. ".., �' I ' E 5U4 �i3 r.€ „ Ana =.'•' r - TY E 3 VV11 L-- CENTE i Bq UR -O_ RIC .E. S DRI l DE GN E,AISL TWIT N .- ERADICATE PARKING STALL' LINES TC BARREL BUILDING MECHANICAL ROOM ACCESS AND WORK WITHIN SECURED AIRPORT ;-i SCALE: 1 "=30' /// IDENTIFICATION AREA (SIDA) FOR COORDINATION OF REQUIRED ESCORT. ^ 3. CONTRACTOR SHALL MAINTAIN POWER TO EXISTING ROADWAY AND PARKING LOT U LIGHTING AT ALL TIMES. TEMPORARY JUMPERING OF LIGHTING CIRCUITS MAY BE n {ice 30" 1 450 REQUIRED. V WHITE 4. PHASING PLAN IS SET UP BASED UPON CONTRACTOR WORKING THE CONSTRUCTION JOB f RETROREFLECTIVE BAND FROM THE PARKING LOT UP AND NOT FROM THE LOOP ROAD DOWN. THE LOOP ROAD } SHALL REMAIN OPEN TO VEHICLE TRAFFIC AT ALL TIMES. ONLY TEMPORARY CLOSURES x, 5 ft �` 8 to 12 Inches MAY OCCUR ALONG 1 THROUGH LANE OF THE LOOP ROAD DURING CONCRETE 4� MIN. DELIVERIES, CRANE WORK, ETC. TEMPORARY LANE CLOSURES SHALL BE COORDINATED (� WITH AIRPORT MANAGEMENT AND SHALL BE COMPLETED DURING NON -PEAK TRAFFIC V Weight LEVELS. ! s, Barricade x, 4 ftMIN. WEIGHT BARREL a� As Required AS REQUIRED 5. PRIOR TO ANY CONSTRUCTION OPERATIONS, CONTRACTOR SHALL INSTALL TEMPORARY W CONSTRUCTION FENCING, BARRICADES AND SIGNAGE AS REQUIRED BY THIS PLAN. r�^ da , w1 � 6. ALL SIGNAGE SHALL BE MOUNTED TO THE TEMPORARY FENCING AT THE HIGHEST M UTC D R9-9 SIGN M UTC D W 1-1 L SIGN TYPE 3 BARRICADE. POSSIBLE MOUNTING POINT (NOT TO EXCEED TOP OF FENCE) FOR MAXIMUM r NOT TO SCALE NOT TO SCALE NOT TO SCALE GROUP 2 BARRICADE. CONSPICUITY. bn SIGNAGE NOTES: NOT TO SCALE 7. CONTRACTOR SHALL INSPECT ALL FENCING, BARRICADES AND SIGNAGE ON A DAILY 1. CONTRACTOR SHALL PROVIDE SIGN DRAWINGS TO ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. ALL NOTE: BARRICADES TO BE SPACED APPROXIMATELY BASIS AND MAKE IMMEDIATE REPAIRS/CORRECTIONS AS NECESSARY. LOCATIONS OF SIGNS SHALL MATCH THE 2009 VIRGINIA MUTCD STANDARDS (TEXT SIZE, COLOR, ETC.) 10' APART (TYP.). FENCING AND BARRICADES MAY NEED TO BE ADJUSTED THROUGHOUT THE PROJECT. -I-� O MULTIPLE RELOCATIONS OF THESE ITEMS SHALL BE CONSIDERED INCIDENTAL TO THE 2. SIGNAGE SHALL BE MOUNTED DIRECTLY TO TEMPORARY FENCING WITH GALVANIZED HARDWARE/FASTENERS, RESPECTIVE BID. ^ PaCIGIS StahIIIZ@CS/ Stat1CIS 8• 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' I n-�- 9 TEMPORARY FENCE LOCATION SHOWN ON PHASE I PLAN WITHIN THE PARKING LOT IS SET 1i!A. ti 8 vvelgnE srana 1 U /-HLLUVV k UIVJ 1 rUU 1 1UN Ur' I rit JUU I ri ELEviA I OR PA VILIUN IN iT J tN I iRE r Y Design Yroresslonai's eiecrronic or as required (ELEVATOR, CANOPY, ELECTRICAL, SIDEWALKS, CURBING, PAVING, ETC.). WORK ON digital seal or signature Is effective BARRICADE PLACEMENT -VIEW "A" AND "B" MARKER PAINTED WHITE - PHASE I SHALL BE COMPLETED PRIOR TO MOVING ON TO PHASE II (SHEET C4). only as to that version of this document Tension Bands 36" - _ I as originally published SCALE: 1 "=30' (5 per side) 10. REMOVAL OF TWO-WAY ARROW AND RE -MARKING OF PARKING LINES IS REQUIRED PRIOR by Design Professional. Design Professional Is not responsible for NOTES: TEMPORARY TWO-WAY ARROW Front View TO COMMENCING PHASE II WORK. any subsequent modification, 74 tion,oent.Tovrized 1. VIEW "A" IS FOR BARRICADE PLACEMENT DURING CONCRETE DELIVERIES, CRANE WORK, ETC. ONLY. PAVEMENT MIN. MARKER such ifytheeof such document. To verily the validity or applicability of the seal 2. VIEW "B" IS FOR BARRICADE PLACEMENT DURING DRAINAGE TIE-IN WORK REQUIRING NOT TO SCALE LEGEND or signature, contact Design Professional. SIDEWALK REPLACEMENT AND WARNING LIGHT BOLLARD INSTALLATION ONLY. ANCHOR POSTS SHOULD BE MIN. FENCE TO BE SECURED TO POST A o 0 36" 2. SEE PHASING NOTE 4 FOR BARRICADE PLACEMENT REQUIREMENTS. 2" STEEL U-CHANNEL OR MINIMUM OF 3 LOCATIONS PER POST, 2" x 2" TIMBER, 6' IN LENGTH 6' MAX (TOP, MIDDLE, BOTTOM), USING WIRE TIES OR PLASTIC ZIP TIES. SEE NOTE 3 2 36" 36" `16" I ACCESS TO ACCESS TO Fabric Height Mesh Gauge 6" MIN 2" 11 O.D. Wall Framework 13/8" .065" �N11TH 0 , CHR TOPH J ER Lic. No. 039401 . 2 x 11ga were f111�� Tension bands w/nuts and bolts ** All pipe and wire to be (not press clips) 41 hot dipped galvanized** Cf Wire ties every 12 Inches CIO Notes: GROUP 2. BARRICADE • • TEMPORARY CHAIN LINK_ CONSTRUCTION FENCE X TEMPORARY ORANGE CONSTRUCTION FENCE CF . rraL 24" TERMINAL TERMINAL �� 24" _ BUILDING BUILDING 1111 TEMPORARY C HAI N LI N K SHEET INDEX Date APRIL 2021 ANCHOR POSTS MUST BE INSTALLED CONSTRUCTION FENCE DETAIL TO A DEPTH OF NO LESS THAN 1/3 TEMPORARYPEDESTRIAN THE TOTAL HEIGHT OF POST NOTES: NOT TO SCALE 1. CONTRACTOR TO SUBMIT TEMPORARY FENCING SHOP DRAWING TO ENGINEER SHOWING WAYFI N D I N G SIGN TEMPORARY ORANGE PLASTIC GENERAL CONFORMANCE TO THE ABOVE DETAIL FOR APPROVAL PRIOR TO INSTALLATION. V) NOT TO SCALE 2. FENCE HEIGHT TO BE A MINIMUM OF 6' TALL ABOVE GROUND. CONSTRUCTION FENCE DETAIL n NOTES: 3. FENCEWRAP - AIRPORT MANAGEMENT TO SUPPLY "AIRPORT IMPROVEMENTS UNDERWAY" N 0 1. CONTRACTOR SHALL PROVIDE SIGN DRAWINGS TO ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. NOT TO SCALE NOTES: FENCE WRAP. CONTRACTOR SHALL SECURE THIS FENCE WRAP TO THE TEMPORARY FENCING WITH PLASTIC ZIP TIES OR OTHER METHOD APPROVED BY THE AIRPORT WAYFINDING SIGNS SHALL MATCH THE R9-9 SIGN STANDARDS (TEXT SIZE, COLOR, ETC.) INSPECTOR. FENCE WRAP TO BE INSTALLED AT LOCATIONS OF TEMPORARY CHAINLINK I 1 BLAZE ORANGE PLASTIC MESH FENCE ONLY Scale AS NOTED Drawn ACS Checked CRJ Protect No, 2215-1902 Sheet No, C3 ,n FENCING WITHIN THE PARKING LOT. FENCE WRAP TO BE REMOVED AND RETURNED TO 2. SIGNAGE SHALL BE MOUNTED DIRECTLY TO TEMPORARY FENCING WITH GALVANIZED HARDWARE/FASTENERS. 2. DEVICE SHOULD BE MAINTAINED THROUGHOUT CONSTRUCTION. THE AIRPORT MANAGEMENT AT COMPLETION OF PROJECT. N V M Of -7 Z ...... . . . . . . . . .G_ .... n u u u �' Q cart SEE VIEW D AND E FOR � cn ...... .... _ I c H FENCE AND BARRICADE M _" . .� . . . . CATIONS DURING COLUMN . . . _. . . . . AND ROADWAY WARNING / ) " . I �\� �NP�. cc .....—�•�x--�----•-_ -- x�------ .................. cc TERMINAL BUILDING c � :� a ' • ' • ........ ........ • .... .. SP oN... LIGHT INSTALLATION. k� cAzt:rto can o �.. •-�. r cp / MGM_ _•G� ._ n ............ O W d -( CD 0 -------.. _ caAraortErvuF-AteEaaz� ��f :.. _ nQ_ 7O1Q�ia?iTf ITT11777111 D"B. 818 P. 21111A `_ d CO �. BARRICADE PLACEMENT - VIEW 11 CII 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. L_ I a1DDED] & LU C cr in 16' DOUBLE SWING GATE FOR CONTRACTOR — Z, _.~ ACCESS / x c / xr I SH RT �ER PAR ING I EXIT TO REMAIN OPEN I _ x - x x' DURING WORK IN THIS T --� F NOTE 3� PHASE / 9-)) L X 'AZ E$ to f . ............. ---- ------ / x `— cn in ZZZ// ` 01W CONTRACTOR TO MAINTAIN HANDICAP ACCESS TO TERMINAL Ea ❑ 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. _ 16DOUBLE SWING GATE cr FOR CONTRACTOR U) ..,.._� -- � ACCESS x o xc SHQRT IjERN PARING EXIT TO REMAIN OPEN /DURING x x x PHASE X WORK IN THIS r _. C }� l J X_ ALE$, _.. _ I__ 0 (p +iA 1--------------------=------......... ------ ------ / x ~ ca _yt U) 0 CONTRACTOR TO MAINTAIN 5' PROPOSED WARNING %rHANDICAP ACCESS TO TERMINAL LIGHT BOLLARDS■ i r P;'+L ❑ I o f BARRICADE PLACEMENT - VIEW "E11 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. 0 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 ^ Q� FENCING SHALL BE IN ACCORDANCE TO THE PHASE I REQUIREMENTS. 2. ALL PHASE I WORK SHALL BE COMPLETED BEFORE COMMENCING PHASE II WORK ITEMS. cn 3. CONTRACTOR SHALL MAINTAIN POWER TO EXISTING ROADWAY AND PARKING LOT 1� o W � LIGHTING AT ALL TIMES. TEMPORARY JUMPERING OF LIGHTING CIRCUITS MAY BE Z REQUIRED. c) ^ 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. D 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 Design Professional's electronic or PHASE II SHALL BE COMPLETED PRIOR TO MOVING ON TO PHASE III (SHEET C5). digital seal or signature is effective only as to that version of this 7. REMOVAL OF TWO-WAY ARROW AND RE -MARKING OF PARKING LINES IS REQUIRED PRIOR document as originally published TO COMMENCING PHASE III WORK. 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 slgnature, contact Design LEGEND Professional. GROUP 2 BARRICADE • • TEMPORARY CHAIN LINK X _■ CONSTRUCTION FENCE TEMPORARY ORANGE CONSTRUCTION FENCE CF SHEET INDEX S< CHR TOPH ER Lic. No: 039401 o��c{.. IWAL Date APRIL 2021 Scale 1 "= 30' Drawn ACS Checked CRJ Project No. 2215-1902 Sheet No, _ 4 TERMINAL BUILDING i_ T11P 32-10 CHARLOTTEVOLLE-•A€.I Et{aRLEAIRPORT ALInIORIre f (/ D.S. &18 P. 210 _ '�i 1 - 1,,� � /� Z_Z_ zZ ZZ . - / r /.G...,....__.�" Curb w n_ SEE'VIEWS • F AND G .FOR• j 77 r o BARRICADE.LOC "' �' .. I. ... BO.WEN'LOOP ATIONS Y/!. W 2 0 W r, n �I . BOWEN LOOP . . •DURING CONCRETE WOR I I �__ , . . . —_ o x z 5 iAH ' K, {= U ASPHALT , . . I I . . . , . . r . . . . . . . . . f —s . . . . TCi',.., it ASPHALT O Cj . CRANE WORK •ETC:' PGij' P G' S5. 39 ' 1 . . PYI_. n _ — _ f - , LP c FLAG 1 - I --,__ I�S L� `- _ - �}} LL } LL ES ❑ r IC'! LP VI/BASE LP 'dljr3ASE 51CiT � `iT LP Vd/i;1ASE �' I � °0I LP W/SASE � � POLES' LL �. �I�... 0 �... Ia I ABASE 7, • cNaL GGi1CRE"rE aila � i'�d ssYd ss �' v LP w/BASE LP '�r/sasE LP Ord/aAsi" W I I IT MEAL HANDRAILS � ter I LS CONCRETE AND BRICK BRICK STAIRS Y STAIRS -� I . BRICK METAL HANDRAILS s �cS LP W/BASE LP W/SASE LP W/BASE I L.P 4r1 BASE �� LP Vd BaSE LP 1Y BASE f ,{,/ / I I t LP W SASE �. _:_._M,_ ; -� Ll 5 _S Ga lit Cct_COCONCRETE :; LP `X/BASE LP W/BASE e ; :' CSY! _ ,r Q "�' ! UttC I 4k GG_3 S5W DES iXt SSW CS'd GG S ' �� 1 t°^� ��::•.:,f� : _ rC;. �-r •-'� s[ = 1 •} STREEIO P AS I COMP ETED ?' Sas.ao .%'. ' FREE °�. r F .. , .. '' .. S -.,,. .. , ! E '.• r, ...�.,.i E3 ,1 .D 0 , E S IN G, SO TH LE AT R € TE�OR , F, Fr Y .' r.. Ell O PL TED' TREE12 .. .. .1 f �i ra.,.4! P VII IION OP N.DURING. , . ELEVA R OONTRA TOR ACCE S , ..., f ..,.. . P �i . . v;, ,i..... ice.. b' ::..r: • ' ' TG .. •,. ::. • .• , CJS _ ,.T ..-,:>.,, .� .. !NORTH EEV�ITO.R: . �. . . . ..7 HIS P SE A..PiiA€ r .X.: 3TA 16+00'• ,�„�.�.x. � -.F£ .��.�, 'PAVILfON OPEN DURING /l THIS'PHASE �cLti+Rps STA T7+00 ' . . . $TA.16+00 STA 1.4' oo STA 13+00 ASElIE'C' .S s 0 cn BASEllE 'C' STkla+00 . - TA 12+00 STA MOO 3TA ia+o0' Z itG2Tf i9379E35.89g59 , ' , ' . . . . . ' ' . . . NGRTH, 3�3& 55.90F392 • . . . . . . '93£}7 E'AS1 1143T825.t7kib$3• 1 NG12'(T1 27�i2329 0 EAST. 114974/4.&U3a4 � � � . EAST 11497tlu, { L05 . CC L7 El�v 504.95. ,_... E 6 aa4 4i� Eiev ar"'.Y:S / _ Fr 1 w TY.E3 AR a IC 'DEW IT A e a ric rat o C 1L U L� Pad 1 R E SIG Ir NN - •Xt , , r - . (' •� _ CE TE OF .RIVE .ISLE. r ?fi ( N" f . SE DE AIL. ON [HE[T.,13.. . I f / .. x x -1 ' x' x x. x . ERADICATE.PARKING'STALL LINES TO' ERADICATE. PARKING STALL LINES TO , . . . . . . . " C EATE A DR V ' - R I E THROUGH' LANE. a " . CREATEA DRLVE TH OUGH.LANE. . � .l. � Q • '• '.TEMP: CONSTRUCTION . _ .�• �- ., , ,r-, .' . [.�A I�N1 RIT j PLACE TWO-WAY,ARROW MARKER IN PLACE TWO-WAY ARROW M. EI IN' FENCE WITH MOUNTED . L . . . . . . . . • • . MIDDLE. SEE PHASING NOTE �.' MIDDLE: SEE,P.HASING NOTE 7.. C� i. PEDESTRIAN 1NAYFINDI,N.G, . . , . SIG. .'S E HA ING NO 6..• I E i I .......... C f ` 1 L w 1 , cn PARKING SPACES IMPACTEDJHB PHASE ••=•49 �rs - - x PHASING PLAN - PHASE III (ELEVATOR & STAIR DEMO) 30' 0 301 601 741 SCALE: 1 =30 111Cd —301 P scale feet C� O A 1 1 A [•1. 1 n . �� Vim. x X ✓ x x x x x =X/7—/—1 171 • 7 1�LIL� " PROPOSED WARNING LIGHT BOLLARDS • • n 10' (TYP)lob Y't Lr1 LP W/BASE i1SW PHASING NO 1ES* 1. SEE PHASING PLAN - PHASE I (SHEET C3) FOR INITIAL PROJECT REQUIREMENTS, TEMPORARY SIGNAGE DETAILS, TEMPORARY BARRICADE DETAILS, AND TEMPORARY Q 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 W C) LIGHTING AT ALL TIMES. TEMPORARY JUMPERING OF LIGHTING CIRCUITS MAY BE Z REQUIRED. 0 BARRICADEPLACEMENT VIEW 'IF" \, `^ "G 11 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 y,� � 1 — BARRICADE PLACEMENT — I E 11 11 TO VEHICLE TRAFFIC AT ALL TIMES, TEMPORARY CLOSURES MAY � SCALE: 1 "=30' Y SCALE: 1 "=30' -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 �—I INSTALLATION. TEMPORARY LANE CLOSURES SHALL BE COORDINATED WITH AIRPORT MANAGEMENT AND SHALL BE COMPLETED DURING NON -PEAK TRAFFIC LEVELS, NOTES: NOTES: 5. NO TEMPORARY FENCING, BARRICADES OR SIGNAGE SHALL BE REMOVED UNTIL AREA OF 1. VIEW "F" 1S FOR ROADWAY WARNING LIGHT INSTALLATION ONLY. 1. VIEW "G" IS FOR TEIMPORARY FENCING PLACEMENT DURING CONCRETE WORK IS FULLY CLEANED OF CONSTRUCTION DEBRIS AND EQUIPMENT, AND DELIVERY FOR COLUMN CONSTRUCTION, CRANE WORK, ETC. ONLY. CONCURRENCE IS OBTAINED FROM AIRPORT'S INSPECTOR. 2. SEE PHASING NOTE 4 FOR BARRICADE PLACEMENT REQUIREMENTS, 2. SEE PHASING NOTE 4 FOR BARRICADE PLACEMENT REQUIREMENTS. 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 PAVEMENTIN ITS ENTIRETY. Design Professional's electronic or digital seal or signature Is effective 7. REMOVAL OF TWO-WAY ARROW AND RE -MARKING OF PARKING LINES IS REQUIRED AT only as to that version of this COMPLETION OF PHASE III WORK, 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 LEGEND Professional. GROUP 2 BARRICADE •. • TEMPORARY CHAIN LINK_ _� CONSTRUCTION FENCE X TEMPORARY ORANGE CONSTRUCTION FENCE CF 0 Ld N O ,N1,TH op V CHR TOPH ER Lic. No. 039401 ti Scale ill= 30' Drawn ACS Checked CRJ Project No. 2215-1902 Sheet No. 5 In N Of I . . ......................... * '' . . I . . � ___ /r .1__1__,_,_1 5' LENGTH OF FENCE TO BE REMOVED TO ALLOW CANOPY COLUMN / / 14 - 1_________j 01 d I . I � . I . I . . . I . . . . . . . . . I . . . . . I I . . . I I I � . . . I . I . I I . I . I . I I I . . . . � . . � I ... ...1.1.11.1'.. . . I . . . ........ _1 ............ � I / / ----I INSTALLATION. CONTRACTOR TO INSTALL TEMPORARY 8' TALL CHAINLINK A-F .'' --_ � ... 1. I I I... I ... I I LEGEND . I L. I I FENCING A I LOCA HUN on OWN. UN 31 I r- r-L/All r-FMVF\ IV F\(Z_IVIUV/-\L UF . . 0 �Z� _.____ ................ * ........ �' - / L_ _ .... . - . . EXISTING FENCE SECTION. AT COMPLETION OF COLUMN WORK, THE . . . . d .... -I... I 1. -.1111 . I I � � I I 1. 1. 1. - I �. .. 1. .. I �1- . �, � , I , I . / F It EXISTING FENCE LINE SHALL BE REESTABLISHED AND THE TEMPORARY . , , I . / FENCE REMOVED. il_.-:--, I , __ . . . . . . � . . . . . . . � . . . . I . / / � OZ / 0 . I . . . I � I . � . . I . . I � I . I . . I I . I . I . I . I . I . . . . � I I I 1, I . . . I � I �/ Zx_1 / -,---- -",--I--"- .- �.=1 . . � . . . . . . . . I I . . I . . / -6 � '-*.'�'� '''.'''.'', .'.'.'.' '-'-'-'.'1'1'-'1'1 .-,'' ... " . O\A , 9.) I . v" , "' , I // 00 9 ?),5 �� . I I . I _. . . I . . . I I . . I I I . . . I . -__Y�"_�,_ .-. _ / I 01), �Aix ; . . . . . . . . . . . . . I . . . I I I . : , I I . , // I . . I . .1 . , � , � . . . . . . � . I I � I . I . . , . , `;�' _ --" '_" Z,. Z ... / .... _Y__ Z__ / / . \1 P5,) �0� , _)� . . . . . . . . . � . . . I , . I . . iK`6 _ , _ ------ --- . 5_ ___ P,�� -:��, -EXISTING SCREEN WALL TO TERMINAL BUILDING SO / 0 t� �j .'.'.'.'.'.'.'.'.'.'."''*.'-'-'.'''''.'.'''.*- .'''.,.'' BE PARTIALLY DEMOLISHED . EXISTING PLANTER TO BE ..., .... � I ......... 1. , . -1- TO ALLOW CANOPY COLUMN . - TEMPORARILY MOVED OFF -------,7 I . 1. ''.,. , I ....... �''.[-.-.,.. � INSTALLATION. EXISTING ____j /_ SIDEWALK IF IN THE WAY . . I . � . � . . -_.. .1 . , . , - - , , , . ..,--..��-,---.,-.'',�.. �t) BRICK TO BE SALVAGED - FOR CANOPY INSTALLATION. 1.11.1.11 .. � .......... 1 � DROP I . 'DO FOR REINSTALLATION AT . - MOVE BACK TO ORIGINAL (I ,.,.,-.-...,�..'''',,. - , - . - I , -''.-.''-,.,..,., - - EXISTING MAIL [,,-,,, / . � . . � ... I . . TO BE RELOCATED, - COMPLETION OF COLUMN / r -) LOCATION AT COMPLETION 1, I . . . I . I � � . . I I FCT. _"�_,____________,\ . . I . I . . I � .... I . SEE SITE PLAN 1:1 �, � INSTALLATION. SEE NOTE 9 ( ) OF PROJ 8SYC25 ,,� I I . I . I . . I .. .. COORDINATE' DEMOLITION � . . . . I . I I . :E . AND ARCH PLANS. . ALL WORK IN THE TERMINAL - , _T_ 11 , ,.,.,.,. . . . . . . I I � . . . LO.CATIONS.'WITH * ,ARCH, ' I ' I ____ I :�E ( ) - 0 [14] J , I F�- (D U , _C-AN I . I . PLANS, FOR, CANOPY ... -1--i-�_ x -I-,--.--,--- x - / BUILDING MECHANICAL ROOM AND ( ) 13� . COLUMNS SIDEWA�K PANELS TO EXISTING COLUMN TO \ . I- GAZEBO � I . . � I � . I . . ,. . � ... ��- I . . , .. .,. � . / _ � \ .......... I .... � . 11, � � BE REMOVED TO REMAIN EXTERIOR YARD BEHIND SCREEN -_ , I x � 111 - TMP 32-10 ,,�,� . . . . . . .. .. .. I . . . . . NE REST JOINT OR ; . _ , �� " � -AN 'I . I ", -,-,-- . , ___ I ... � _ -,---- -1--1.1 - --- -'-- -LEXISTING PARKING SIGN CHAF?LO'I"rESVILLr-^-AL,DEMARLE ,�,`,,," - - __� _0_ , PR PO�ED Q OPY / -z� - -111,11", 4, -1 -,,--,F' r- - TO BE RELOCATED. - WALL AND FENCING REQUIRES AIRPORT AUTHORITY / � � - TB (j BOOTH, - , �'. DN NAjt IIE-IN. , . --I [---I r- - _ ( , / / - �< 1� �� r, I _I . I "I � ? . * , - CUT SLEEVE FLUSH D�G. 818 P. 210 . _J - --- � , . - - - i . - J_ _:D4 Aoo\\ 6 A ,-� ,:P5? 1301) \�'0_0 0 \,\ I 0� , . �� :�� j___ - ,0\ - � I I\(\\- V-V/ /__j -1 \ �� T "I , - %/ - __ W __ V_ AIRPORT SECURITY ESCORT. . I . .. 12DW271 I - _____l WITH SURFACE AND i . '61 1 ; : ,� . " "I I . I I EIR f, FILL ANY VOID WITH I BOOTH -------- - --- - I ----- ,----. "', i I - __ - .. .. L I I ---------- -- -;-- j - - - ,,, - ----------- I "L - ., , 111 NON -SHRINK GROUfl � / 'L�, "I I � -- 7-1 17-7-,7 '' I . /I - 0 " I - __ I - =[ . - ___ I � t,_ J!, "_J 11 .1 ---,-- .- I - 11 0,11 I __ _L J __ . ;/______,____ ---------- _____________,__, ---,----------.. ____________ ____ -1 --------- 1 ' 11 1- - t ____ _/ __ -,- __ - . I - , - - - - - Bs / i \ `x,l / - _'_ , -3 41 - - , le, , � � . �01) ,�- , � !:l�_ - ;�! �) I - FH TA 11 ,� � " _,41 _....1 ET-1 � / 0 -_ _11- _11-- -1 1 7 ,:y""r--V - - � , I , X I . 1 SW F-"- : � __ ,__I��11:`, ,Z\_1_._. .4 / ..:_� . . I I— - ", , .. W 11.1 -1 0 0 (1) / ('_ �, � ; , 7 " I (10 W b I ,,�, �Z__ : _ I . , I () 0 0 U) 1 1P - I llf- - n\jpp __ t A BSW , I 11-W C S, � T, , \ () C) L I I A PY 1k I i- . F!"r',-, � ) /P( , , 7W B�,�l EIS'N BSW (0-1 : _1 ( I I (1) BSW DSW � BSW / . � I . � . I �� I ,�-- .� � t -- (D I � �D co \-? CD C-) C/) (D Cq co . �� I IZ ,� oo \C) I I I 0 i:_Q P, r� I I U H- ; � 8 �:) 00 I I . (3 - * Co 7:� �, . 7, �-T (3 . I �-� . Z __l .p, .. a �5 : - F 4 � 00 "' 5 U_ � cc I � ., V) W 19 . P-4 - co � 11 ,,� \10 � � "Z- I � ( 5� �� 1q_ � - � I I W -) Z_ Lr) rf) ,(,D C) W � P4 = r� _r� �� Q . Z U W � W 0 �11 0-� , Z n� �_� : I .< 0 Z F__4 I W � I � I I : I . 1:0- ^ E3 1. �-;��7 0 Z_ / ��,_ -_ ...... ,11 �-S_ . �-.1 ,,, I : OVER / I I I I . Cj I _ 61-3 q i �� WALK EB \ SP L f1,, ---- ,,, - * �E "I, <11- :��_ _-E , �_� . riv I - t I . CURB-Tb REMAIN I I � I I � ,(@)�,�'Ll',, __ ,',,� HH ] . '� -] , __ I _1 C -,,,, '. '61 __ 11.11 - " ... .... � 11"..".., E __ 1111-1111111T .... I_ __ - F "I'll-, . ... - ..... ... - i "I ... 1-1-1-1 �.�,' , - " I - ........ WALK - 11111-- _ ,I �2 _ .111-1 ; . �,,, V la I _ 1, - I - ___ """"', . .......... __.. �, " , L " :21��_ ;i� __ � 0 111111- __1_11111111 - I—- J�� .1...11_,_, '.11. ", I ---- 11 1-1 c ____ "'.11, I I .................. - ____ - f�,._ ___ - ..... ___ """ ; Z,', I T 11( _ I 11' �� - 0--,__ :1-1- -, __ __ __ - = - /I I- __ -1 _____ I Ill- i . ,4�. ',',=:- =__ . . I - 1_�, . . . - ��; � - _ / 7 ____ - 7 I I . � i _11 r 1'11�_,, )�,,, _z_ - � � � . I " F 1". . ��'. . . i i�. . � . . ... I I � . . . . . I � . == = V=�;� I �`f � . . . . . . . H . . . . . .... . . . . � . 1� . I I I'll, : I -, - - �_ .. - . 6_ I I � . - j". ", . - . * , ', . . . ,'. E-7 . . . . . I . . - _'Ik'_7_1'."�,,� I I I-- / I 7=7 Z / , - le ____ � _ _11-111--, 11- Z z E - .1. � 11- I, I I-- ,� ..__ �//;, /��l ...... . _ :_;-,-_:_:_,� I I I I A 4"C 1__ ... - (9 1 ... �� ... .. " - 11 I I I )� , - j - 11 I'll" 11 .I.T11-- - 1-1 _� - A k hi=91L -, _�_ �. " 7 -, 11. - ...... 11 �:',�= -.1-1 Z.- - - / ...... . . _", 111, __ L_� 0 11 I / / __ _P ,= ___ � `71 _Z_�_ �� =-�& - ___ , �/ . � IJKV144 ` I f,'�7, - I Kz_ --< - - : �-, -_ - ==� re?z � . 11 _1111- __1 � '_ __ , , �TIN,G. STOP* ", I I NOTES: � I . I I I � I . I . . I I . :, I . � () , . . . I . I . . I . . . . . . 11 . . __ . . . .. .. . =� ____ ... , e . .; . I . I � . I � _�_111.111 � I I . . . . . . . . � I I . . . � . . . . . I . . _'�IXI§TiN'G'COLU . � . . I , . 1 -61&25 . .11, . . . . -_ I , I.- - ��- �� "' " " "" , - - , . ,4 �J- � I 0 * ' -I UOORDIN ' *E *E ' I . . . I I", , �7 - Tll� , , " � ` � � �(,_ 0 - I - � I - - - . . . . . - - � - - - . . . ,', -', MN . AND . - , , . ,V , , , , , . . . . . . . * , ` , , _` � ��, I Ill ��Illw I I 0 " 111'.� . LOCATIONS� WITH -ARCH . . . . . . 2 R . I . . . I %<� ... I . . I . . . . r'. , . . . ..... Z Z - . � I * PAI I . I I ........... I I I . . . I I I � . � . I . . . � I . I j REMAIN - - - I . I . I . � . I . I I .. . . � 'J'-. . IC . )� �''. . . . 0 J. . . . � I , �. /�,,, �, . , . EXISTING CANOPY ELECT - - I * * , , * . .... Fi6 *jL'06k6U'T ..................... .,' ' CANOPY TO - , -- __4SIGN TO E . . . -0, ,:�,�-n, 'A' I - . . Z C/) Im, TO'REMAIN' � ED . . . EQ"' (P) �.' � , � , '' . - - -= . - _7REMA!N .. . . . . . � � . . . . . . . . . � - - ' - - � - - __....., , -F\r_L',)U/A I . . . �v , .'''./ . ''� . . . I . 1_1 1;,�c . �<��.. � - - � ff 7 . 1. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ___ ... _1111-1- p. . . . . . . . . , �.. , , -:.. I PROTEC-T - . . � . . . . . � - . I I 0 Z . . . . . . � . . . . . � . . I . I . . I . . I . . . . . . . . . . . . . . � . . , � . , , . . � , 0 . . . I . . . . � I I . . I - I - - I - - � - . I c" 0 _0 ,7�----�_, 1 -I. W, - , � \A/ . . . I \N I � __ W . . . . ) ; 11 S UTILITY AT 1-800-552-7001, 1 ff 0 _mll: - - PLANS FOR CA ',::,,.,' ` "' - - . . . . . . � .. . . ".`. � . . I --v---'.,B0WE.N.-L00,P7 . . , � . * ' ' -1-1 � )� _.__�_L / - -AREA.,�T?. - ____�_ __�_�_� I I � -_ , _.___ I / I ' � ' � � . . . . HYDRAN-F ANLL_ Z ,;, _ _ ......... � . . I . I � � . . . . .. I . _ �NqPY, - `� "I I Z - . - -F '. �. - W\QL.1 , I I W I - / i L_:-L-�-, W . - ) I I � , Wi�� -5. � I , ' . 0 ,_ "I 1, I ) . - _ . . . . �_ . il " , . . . EXISTING WALL TO . . . � . . . . . . � . . . . � - �, I . ... I . . . . . . . � . . � . . . . I .- I I , -1 _ �'LOLUMNS. ...... / ' ' tEB[" , * * . . � . . . -7-= ... . - '' 'EXISTING WALL TO - � � - �� ....... � . I � . � 0 � , 0 - 1 , , ---,, -,, " � V, , , FPRIE - - C MIS . � , � ��, ; . � . - , C3 , I _L_L . �� 6. , - �-__, XIMATE' ---`�, - I I I I . . . I . . . I . . . . . . . I I .......... �� . .. . . . 1��,_,_, APPRO . . . . . . . .. . I � � 1. . 11 - � __�__ * , , , REMAIN, -REMOVE - 7 UGHT�POLE TO � - 11 e� 4 Fr- U) . . . . . W . . . I . I I __L_:_ 1, _. . - 1. - U '' I . 1 _77 1 .... I . 1. . -� I /,,� , , -REMAIN - _ , E ,OYE . . I E3 �i . . �Pt .... I . ,_1 (,U �Nt I . . . I . . . I I ...... ... FL/ - M W � M . . . . . . . . . . . . I . � . I . I . t . . . . . I .VALVE.�T. . . . . ... - _�_ � 'TE� SIDEWALK - .. �� .. . . H � - ��) �. �, LIGHT.'POLE�. ' ' . . I ' 'ALI' ' ' ' ' 0 . . , . ---� �� .... ........... � .... .. I . ,_� . . . . . . . RE AK. R ' . . . . . . I � I I I . . � . . . . . . . . -_ EXISTING SURVEY BENCHMARK MONUMENTS THROUGHOUT ____ ........ � . �--:-%. _ EAST FACIN,9 I> I I I TO jREM'j �1' _S%Q. (vl - _ . I ,-j �� _____________ _ � . � I I I . .1 I . . 12i: . - _' C, . Inyl- - , I . . . I I - - I . . . . - -,--- - �) ; w , -HANDRAIL-,FROMc' , I . .. I . , . . I � I , . , . , . . . . . . . . , . � . . . ______VL= I - I . . I HANDRAIL FROM ..... . REMAIN ... 3- SSM X - ,� q . "t, 1Z - � I - - - .- TIM i- j ...... . � . . . 2. THE CONTRACTOR SHALL PROTECT AND PRESERVE THE "T BOX' ' N, TTERN-- . ( TO ll " I CXISTFN6 UNCTION W., -�--� , W - : ...... . ,�) ,,Z��_� . I _'111_6 , 1� , -S G � 1�� . � . � . . I . I Q - , , ,.,. , , , " .. ........ I CS .... I . . I 1:) I . . 1. ..... � I . . . I � ..... I . . I � 77'3. - . I . I . I .... THE DURATION OF THE PROJECT. "S. * , , '.'�,.,..'O�-.bE---keg,-CivEb":-' ' - , I -- - ,PWL .... � ........... - )_-, - _.- S I- -, Y, 11 I - IS 7-7-=- --' 7_,�__:__� -7-=- S.' � I I . . �j k I ,,V:V, , - . 111111�:__ � _: ��= * , _'_,", _ � _____-:_L' Y� L, ___11_ __�, I _/� I �, , I - - , PWLEAST FACING SIDE , i - :��_ ��_ _,__==.� - ----,- 1______ -------- - --tj � i -,---. I __ __ - � I � ---,,,,,,,-- .111111111111--, �___ I - Z -, .- I -=�-- -.1- _1____________ I . . - . --- �__.__ '_ . ________ __ - _____.__________ -, _-, - ___=__,______,__,_,_ ", 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 211111912� , I 11- ,, -11, MS. 0 � �112�� ,,:, " - -�,� 1� __ -,,�',",-",--,,-�*�-",",""�,�, 52, - � , I -, - - ,__C(;_-_7___-_ . . . ........ - ___ . .... ____ � cx, / 1==�i_,__ .11 � ___ - __"_,__ V_ - -a- I . ffaa_21__-1�1 \, X_ �5 a1Z;_;;RM&=1_r___T '_ 1,1111 _'111 -.1--, 1*01 "i t7V==WN,WW_. ." '�W� ��L, .�a�LL�`.�,4 \.= gg=, kak,: �. - I �� ,-"-,��.��,��.--."."- 111-11 - I- , ", I - I "' -.1-11.1, - - - I - _111- ... _,__11111. -11,11, ..... __ 11 s - I __ - - , d? 1.51�L_ , El . 11.1111"-, 3 _______ --- - - E - - , """"", - ED DETERMINING THE LOCATION OF ALL UNDERGROUND I � . � , 1� - I " CID ,. �..! ��i�.,2� � I LID 15" RCP --- ED --l-II.- LIP W/dASE 15" RCP -,-- - 11 (� P� �__.=__!___�, .... � -.1 - 0 F". - -01,11, � - _1_.1...___-_,_-_, 11, A ..... .. 11, UTILITIES PRIOR TO START OF CONSTRUCTION. I I . [_ I I F-ql LF� � ly, el� � EXISTING EVERGREEN LIP W/BASE - _jtjma4,- SEE NOTE 8 . ===== r, 11//,� L UNDERGROUND UTILITIES SHOWN ON THIS PLAN WERE I ... __ SHRUBS AND MULCH SEE NOTE 8 :1 1_7 - OBTAINED BY A COMBINATION OF ACCUMARK UTILITY I � ___ EXISTING EVERGREEN ' I "N BED TO BE REMOVED. _ ��, �;� � I �,� �� BSW B �11) � ,�,�,,,, LIGHT POLE TO BE ,- - E X I S'T WIG WALL 't i ___ EXISTING JUNCTION :Z - I , EXISTING JUNCTION . MARKINGS IDENTIFIED BY FIELD SURVEY, VISUAL I � ___________J --- i BSERVATION, AND INFORMATION AVAILABLE FROM IM OVER TO AIRPORT - _ cz--�=_-�_ I - I ju - I .* I REMOVED ANU IUKNLU I SHRUBS AND MULCH AIN f 7, <� "", - I �,_ =_ __::��_ I. -I- �_� I C � U i BOX AND CONDUIT __ - L�� - \ EXISTING STAIRS _0 C? W V I � Cj- TO BE REMOVED . BED TO BE REMOVE BRICK /' lt� f , , --- ��L___ 8 RECORD DRAWINGS. THE ENGINEER MAKES NO . . I I � I � .11 I _ - -, � � BE DEMOLISHED -11 SEE NOTE I .... .. t-, I TO BE REMOVED I EXISTING STAIRS - EB 0 - 't i "I I LIGHT POLE TO BE i GUARANTEE THAT ALL UNDERGROUND UTILITIES ARE � I BRICK "w", � ., _--baw- �, I- � CURB -WALL, AI\16"-� i STAIRS ) I �� -1 , !� ___ ;� �,�,,, I i SHOWN ON THIS PLAN NOR THAT THE LOCATION OF , 111C I , I , 11: I / " REMOVED AND TURNED ___ RS, I - t1t Z=_=_ I I � EXISTING JUNCTION BOX = , - - - � , ::L 2-- OVER TO AIRPORT �., EXISTING STAI Lif IDENTIFIED UTILITIES ARE CORRECT. I Cd m � _� CURB -WALL, AND : TO BE REMOVED HANDRAILS TO REMAIN 11111-1-- �!, I ,, EXISTING STAIRS - I11-11-1._'. - I t, SEE- NOTE 7 , .3 3TAIRS F&I � MW O//O)A S E � 14*11, I - , 11 - - - - I " , ISTING -ELEC,TRICAL ��"", ,,,,,�"",�,,,,,,,,�""","�, :::: SEE NOTE 8 C W ,I " X TO BE REMOVED 10210 /B . __ � iE:',',. - ---- I 11 I __ � --- TO BE DEMOLISHED . STA. 12+68.2 � EXISTING JUNCTION BOX_'��'_ _' ' HANDRAILS TO 4. THE CONTRACTOR SHALL COORDINATE AS IS NECESSARY I I � I *� I ..,.",-.",..,.".,.-,--""--� ..... __ �_ TO BE REMOVED _� REMAIN "t-, I I I Ilk - ____', "�� -,q,r\ WITH THE AIRPORT'S INSPECTOR AND GROUNDS I - 05) "I � ....... 111-z ___ ___ j" =--I " ___ � OFFSET 28.2, -- I - (C', -- I 11 - I , 11::��6____111__ , - _____ � 11 " B __ C I. I - - � I I 11 - I 11 "I'l- -,-- --"-, �,_- _ ..... . ___ '_ - ------- , , ___ I W/BASE , -11 -.1 -".""..-,-.."--l.-��.�,-"",, .1- F-, ,_______,__ . ........ ___ r: ______'_, ,:, , ,��E� 1. _ "I-I".---,�-----,----�l----.-.-�-------�-- ,1 I,* ...._11.1", ----uu �UU_1_11_____ =14=� , _ -1:== �r___-___-_11__-1__________ (41 / , ob .. .. . . ....... .. -- =-_ - MAINTENANCE STAFF FOR ACCESS TO ANY NECESSARY � LP W/BASE 00-3 CONCRETE SIDEWALK CSW CO IN CONCRETE CO-3 . 0 �, ;-4 -.1-11.111 ------ __ _____________ __ I cSW I (_� () __ 3 MECHANICAL ROOMS FOR CONTROL OF AIRPORT UTILITIES. , r_4 .==- . . .... ____111 0 . I . . I . _ -_ - ____1 __ _ - = --- . . I 11_�1111_== _�� _,_17 7 -,- _% ------- � .� I I . , . . . I . -�� 7�7-= �7'�- -r--r-'7-'.j-. -7- -,. � , , , �'..-",�11-1---,��,��,----",- ___ I I ACCESS TO THE MECHANICAL ROOMS WILL REQUIRE I .. .. ... � ...... . . , �� I.. 1. I ... � ... � 1 11.1.1 .... .... ..�....��ll-�---,--�---"---'-'-.'., _`_7:�=�:7j�? �i.[MjIU-77--,_ , 111. ...... .. ...1.. I ...... .... .., . . I I .. ..... � . . . . . I . . . I ..... I Pkti. .[�,-rq ,70 ' SH .1 ... I ... . . . "I . . . .1. 1. 11 11 �� UNDER RAIN .. .XIS,TING . - - AIRPORT SECURITY ESCORT. I �, - , ,_,q,n,��, I UNDERDRAIN TO ' I � . � . I � - . . . . . . . . . . . . . . . * , , , , , , , , , ...... . . . . . I - �- -- '' -u-, , . . . . 1: �r- z , � . .... -��--.- 7----�--.!��: ..... . .. ; � ,.--.--, . , (a) . . I . . . I . I . . . . . . . I ... . . . � . I . I . . . . OFF ET 28 6'R - . . . . .��._. AND��ULCH` . I - _�.1117- . ".- I ;� '':, .. .. . I I �,� 11,11�11_1.11,_ REMAIN'---.--,' 'REM r___1 . . . . . . . . . . . I I I . . I I . . . � . . � . . . . . . I � I I � . . . I . . I I � . I . . . . . . � . . I � I � . � � I I � . .�� , �� . � . . . . . I . . . . I ...... . .11 .1 � IN, , ''. , , ''. '' 5. CONTRACTOR TO MAINTAIN POWER TO EXISTING PARKING , I (2) r__4 � / , I r . . . � � � I I . . I � � .... I . . I . I � . ..... I .... I � � . I I I I � I I I . I � I . � ... ........ . I . . __�'-' r BED TO BE . . . . , [ r LOT LIGHTS THROUGHOUT DURATION OF PROJECT. - U ........ . ... .......... .... . , . I . � � , I .. . I .1 ' - ..... .. 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 �: 'MOVED, - - - . I I . � . ,,�, ; . I . 5EI � I . . . I . . I . I . I . I *� RE .ELECV IOAL,', �'.'. *j'.'.'. ' ',',',', ,'.','.' ','� * . . . NOTE [a--,/, . I I . I I I � � . . I . . . I ...... I I I .............. � I . . . . I . � .... � . . . r . . I . . . . . . I . . I . . . �10716 . � � . . J� . . . B X TO T,E REM )VED . . . . . . . . � � - - - - , � ... ..... . . � . ��,� .,.I . . . I I � ... I I . � . . PHASING OF LIGHT REMOVAL TO BE IDENTIFIED IN . M 0 ... ,��Illj , , . ,, I I' . I I I . I , I I I . I " ' 'I ...... - ,j', r ,��, " , I i Cq M . . . . . . . � . , � . . . . . � , � , . I I � . . � . . . . I . . I . . . , � . , , . I . . . . , I'll ! , I . I (Z.S�,�� I . I . . . . . I . . I I I - - .1 .... I � I I - I I .1 ... I I I � I 11 - - � - . . . . . . � . I . � � . . . � . . . CONTRACTOR'S BASELINE SCHEDULE DUE AT THE " - ' , � � : ,: 11111111 � . I . I � I ,", I I I . I I V I . I I . . . � . . � I I . . . . I . . . I . I . . . � . . . I . I . I . . . . . . . : - - - , STA., 11 +35.50 . . . . I � I I . I . I . . I . . . PRE -CONSTRUCTION MEETING. - .. �''' � 0'8E' .M . . . . . , P-1 (=) 4---J , , . . . . . . . . . . . � . . . . . . . 01:h*G, IGHT, POLE- 11 - � (2) , . � �STA.- 15+64.90 - , - x: , � :: �� , , � I STA, 15+13.40 . . . . . . . . . . . . . . . . . . . . . . I I ' ' r . . . . . . . . . . . . . . L , , " -, . . I - I . . . . . . . I � . . . OF _ .1 RE OVED � ' " I I . . . . I . � . . . I I . . . I . . . . . . � . . � . � . . . . . � I I . � I . . . . . 1.11 ,-, .. . I I . . I STA. 10+84.00 r .1 , I . . . . I I I � r . . I . � . � I . , . . I . . . . . . . � . . . � , '�", � V - � V . � ., , . . . . . I � . . OFFSET. 3.84 R , . �� I �� : ;: � I --OFFSET 3.84'R 6. ALL DEMOLISHED ITEMS SHALL BE R W Cq 0 ' * ' ' 1. ,J� . ......... � .YELLOW -CROSSWALK , - , - gel ^ " ' � �� 4-') OFFSET 3.'83'R' FSET 3.83'R ... ' ' ' * ' ' * ' , � . , � . . '-� - r . . , . . . . r . . . I . . . . . . I . . PAVEMENT MARKINGS , � � .... � STA.- 13+55 81, , � D�� n22n �� ' ' ' ' * ... * ' ' ' ' * , ,�, _ - : - -_ - - I . . . . . . . . . . . . . . . � . . I � I . I . . . � ... I . . I . . . . � . . . I . . � I I . . . � .... I � . . . � . I . � . I I I I � � . I I � . . . TO'BE'ERRA OrF-SE.f.3.� 'k'. ' I . . � � I �� I _/ , '' /Z.,. , '' � '' �. . r . J. . . I.. . . . . �'�- E�IS'fING'-'.','.'.', � ,", ", . .AVHALT','.',','�'.'. *.'�'.'.'.'.'.'. '' ' '' � I � . � I I I � . . . . � ... I I � . I . � ......... I -.1 . � . � ......... I I I -.".........I= .. ....... . , . , . . �. � ..... 1-1 , I .... � . � . � . . . � . I .. . . . . ... k- � I . � I I . � I I . . I . . . I . I . I I I . . I . .1� I . � . . I . I � � I . . I . . . . I � - 11 r--q - . - I ...... . .. - - ,� ... � . � � . , - � ... �1�1' �' -, -, -, -, , , - I I OF OFF -SITE UNLESS OTHERWISE NOTED. __�'L_ I r-q ;-I . I I � I � � . . I , . . . I "'EXISTING .L�GHT� - - "' , 5 -- ...... . . . . . . . . � . . � . I . . I .... � . . . . . . . . . . � . . . . . . I I . � . I � . � I . I . � . � I . . � - - - - 'EXISTING .'ELEVATOR', �. I . . . . ..... SHADE, Ti�EE , , V � I t . � < . � � � 5� ............ � . . ' ' ' ' ' 11 I � . I . . . . . . � - I . I . I I I I I I . . . . I ... I I . I . ;-, Cd , I * * , * ........ � ..... � . . , q[_1_,AT` 114 - , ` -, -, -, '. , '. I I . � ... ASELINE."C" ,'.','-'�'.'.'.'.' .'.'. ,* , 11 I . . . . . ......... �. , ''. I.. �. . 7. EXISTING SIGNS (2) TO BE REMOVED AND TURNED OVER TO . I � - � T< � I ..... I "�)I,�AL1 � ' . . 1' � ......... �.'. QATWALJK,'WALL. A POLE'iAND'I 'STA.13+00, AND, MULCH ' ' I ... � . I . I . . . . . � � . , , . . STA 16+00 � �F� � . . ' ' . JAC . ' - - - - T + - � '.' - - ' . . ... .' .... , . , Lij .... .. � . � ....... .1 . Lij , " ' VERTICAL - - - - - . ,� ..... S. A, 15. 00 I . I . � ....... � .......... � , �, ,'.', , , ,','. - - - - �', � SiT I �Q . . . . . . I ...... I . � � I . . I ......... ;)+00 . . I I I I I I � I I . � � I . � . . . I . NEAT . . . � � . . � . . A 4+00 . ...... . . . . s I 9 P-4 LO -3938'356.50892 , . MECHANICAL ROOM To - - . . 1 . I I . . I � . I I . . . I . . � . . . . . . I . . I . . I . . . . . . I � . . � . . I I � . I . . I � � . I . I . . I . . . . I ........... � . I . � .... NORTH .ELJE0RicAQBh� 1' . . . BED. TO. BE. � . � I . . � . I � .... � I .... I I . . . I . I . . I I I . . . . . . � . � � . I . . I I I . , NEAT VERTI- . . � I I . . I . � THE AIRPORT FOR STORAGE. I � I . I 0 SAW 'CUT '(TYP). . -. '. - - - . . I I IT. .. - �'.'. ,'.',','�'.'.','� ............. � - � , I I I . M 0 U I � . I . I . . . . I � I � I ..... + � . . . . I . . � I . � I � . . . I . � . . . . . � ....... � . . . . . . � I . I . I . . I I .......... I . . . . I .BE DEMOLISHED ...... I � . I TO BE REVOVED�' REMOVED - .STA_ 12+68.23 .......... � ............ � .... � , . � . . . . . . . . . . 8AW'.C.0 �(TYPY, . � � ... I . . . . . . . . . . I I . � . I . . � I I � r � � I I . . � I . . . � . . . . . . I I .............. � . . . . I . . I . . . . � .... I .... I . . . I . . I � . � I . 1. � . � . . . . � . I � . . . . . . . . . . . I I . . � . . EAST .1 14976215.9855+51 1 � . . . . . . . . . . . � I . � . � . . . 11. . r � I r . � . � . 11, . . . � : '[� I I � OFFSET 3.68'R .... � � , - , � ........ .. � - - - - 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 11 : 8. CONTRACTOR TO CAREFULLY REMOVE CONCRETE I I I . � I . . I ....... I . . . � . I . . . . . . I . I . . . . I . . . . . . � . . � ..... I . . .1 08IR' . . � I I . . . . . I I I � I ........ Eev 60448 . . . . � , - I . . . NEAT. RTICAL . . . 11 I I . . I � . . . . . I . . . , ....... � ........... � . . . � ......... � . ...... � , . � . . . . � . . � ... � ............ I . . . . . � . . , � ..... � � I I . . , f r - �: 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 .... SAW - CL T - (TYP Y;E L10 , OSSW ... LK -� - . . . � I ......... � � . I I I . I . ... I ...... I . . . � . . I . . � I ; I I � . . I I . . . . . � I � . I .... I . . . . . . . . . . . . � .......... . I ... I � � . I . . I I I .... R E T E POSE STUB COLUMN FOUNDATION _� -t� . 0 "" a I (, , ; .... .. ... . . . . � , I 0 0 � I ..... .1 1) 11111 I ... 111 .... � _ I..., ....... I—. 11...1.. . . 1: I . I " � PROTECTING EXISTING PRECAST TREADS, CURB-��ALL, AND r I , . � I 02", I , � � , . � . . . . � .......... � ............ - � . . . . (a P , , ,N MANK N(J�5'�' � ... . A I I I . � ... I I . W � . . . . � . . . I . . . . � . I . � . ........ I . . . . . . . � . . I � . I � . . . � � � . I . I I . . . . . . . . . . I I . . I I ...... . I . � . . . I I . . I . . . . . . VED . . . . . . . � . . . I . . . . . . I 1. I . . I I 1. . � . I I . . . . . I � ..... . I I I I . . . � . I . . I . I � . � . I ' ' ' ' ' ' * ' ' ' - - - - 9BIR21 DICAT7D . I . I � - ',`�`, � � I . . . . . I ........ I � . I I . .. ....... � .... ') ,''� �1'1 1,1''.1j''. . ', � 1. �, �....'.'�'. . ' ' '.'� .. . . . . . ........ . "I U b - - - I , ��",,], ... L!-Yj. - � � - � . . . . . . . . . . � ........ ... � . I � I I . I . .... I . . . . . . � � . . . I . . I � . . I . I . . I . I � . . . . . . I . I . � HANDRAILS AT ALL TIMES. STUB COLUMNS TO BE REMO ci� (=, 0 . � ..... I I . . . . . I . . I � . I I I I . . � . rx,t �!, I I . 11 ", i , , , 11 0 , * , ... . . . . . . . . . I . . . . . . . 11 . � I � . . . . I � . 1. I . I . I � . . . .. I . . . I � + I . . . � . I 11 . .11 � ... * ... 0 0 ' 11 11 11 11 ' ' I I ..... r, '' ' I , '' I , , *.1 I . . I . . � I I . � I'll / I . I � . � . , . . . I . . . . I 11 � � � I � � .1. . I . . . I .., I . . . . . . . I , , ., � . .1 � . . I � . . . � _ . I I . . . . . . . . . � . . . � _ '. . � ...... ..... I . . .. . � . I . . . . . � . AT THE BASE FROM ITS ANCHOR BOLTS, CONCRETE FOOTER 11 : ,� $::�4 1 � . . . . . I . . . . � � 1. � , ; I . . 0 ;�_, . . I I . . I 11 ... I . . I I . . . I I . . � I I . . . I .. I 1 � � .., . � .. ..... I . . . I .. 1 ......... I 1. � . . . . I ......... I � ..... I I ,I,'- : . . . . � . . I I . . I . r .... � I .. .1. . I . � . I ... . � .. � . . . I . .1 ........ I .11 � I . . 1. ..... 11 ............... . I . . . . I . I TO REMAIN, CONDUIT AND DRAINPIPE WITHIN THE STUB ' ;-q I : : ;1" �J�, . ; � 0 7..� :� .... � . . � . . . . I I . I .. ''.. . I.. I . . . � ........ I .......... . . I .1 . � t : . . �,11,�, . . . 1. . � I . � . . . � . I I . . . . I ... I .. .... I . 1. I I I .1 I 11 I I .1 1 . . I .. . . . . . . � I . . I .... I . � . . I., . . � . : - � .r .... COLUMN TO BE CUT BELOW THE WALKING SURFACE AS LOW 0 - . " . � 1. � I . " .. � � . . . . 1. . � � . 1 I . . . I . 11. . ...... , . � .... ... .... ........ � � .. ............ . I ,-k '' ��_ - - _!�� . r , 11 IN-4 - "" " w � � .... � . I. � ..... -1, -, ., - , '' �' , , ., -, , ., '' -, - I - I - , '' - - , , - - , I , ''. * �' - .... 0 . _ � . ..... I . . � I ...... I i .... ........... * ......... V11 i I I I I ...... 'A, I I I I I I I I L �_L - - __ - - _�_ - - I . .-4..) LO r __�Z ... 1-1-11 C, . .... __..�F� - -, __ " -1, V, _11�11 F., -_ =��. ___ _ 1, _ - AS POSSIBLE AND CAPPED. STUB COLUMNS TO BE r + - �� '_ - .., _t�, - - ___ __ __ - ------, - __ -- I DISPOSED OF OFF -SITE BY CONTRACTOR. � 11 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 I � . . t � . . I . I I I . .. � I . I �, , - �_ -.---- --- a . - � 77 _�� __ 11.1 -_----- +. // I .1 � , . ,-,b � .. . . . . . � . � . � I ... I . I I I � . /-"� .... ... ' I . �'4 M (V �. 1. � � 1. � ... I ...... 11. � r ....... ... 1. � 1. I ___ I ... I. . .............. 1. � � _ . I 1. I. .1,1� ... I ... I I... .11 ... I I � ... I ........... .. I � � I ... I ... I � .....''. I ....... ... � .... I - __( � , r r . . . . . I I . . . I . I . . .. . . I . . . . I . . . I . . I 1. . I .1 I . . � I I .1.1 '. . . . I . . . . . . . . . . .1 � . , I . . . . . . I � . . . f , I I I I I * I I I I I * I 11 I I I * I * I I I 11 I I I I I I I I I 11 11 I I 11 11 I I I I I I , I . . . I ....... I . I QUIRING DEMOLITION, RELOCATION, AND/OR - 40 � / . : r 1. . . . � . I . . . . . . I ...... ...... I . . . . . . . � � I ... I .. I I . .1 � . . . . . . I .11. . . � � . . . . 0 0 .... ........ ......... � ... � ... � . � . . . . I ..... I . . . . .. ---- j : . . . . � . � I ..... I . . . . � . I I . . � I .., . ... I I. . . I ......... .... I . . . � . I .. I .1 � . I . . . . . I .. . I . I � . I . I I I ........ I . � . . . . � �> I I . � � . _+ I - . � - - - - - 1. . _y . . . . . . . � . . . . - - . . .. .... .... - � � � 0__� .... * ............ I . , , ,., , _-, a * I I I I I I I * I I I ` `1�11' " I - - I '. .11, I I I I .. ....... � � , � ... P I 1 ;13 i . , . , � � . � , , , � ... r . . . . . . . . 9. ALL ITEMS RE :0 a) I I . . I . . 0 U - � , , , � . . . � ................... � - - - - - .. - - , '' " , . .... . I . . _ , - * I I � . . I ......... I . � , . � � ...... � . � , I 'I..'.', .J. '. I.. j ' � '. - '' '' !�'. - '' � - 1'. '. . - . I uo� � .. ..... � . . I . . . I .... I , . ! . . . . � ... ........ � . � . ., , , � ................ .... � . . . . . . . . . � . . . . . . . . . . . . � ' ' ' '' ' '' * . . . . * ............. * * '' ' * ' ' REMOVAL WITH THE EXCEPTION OF ASPHALT DEMOLITION ,:� : r ".-MI I . . . I I . I . ........ . . . . I . 0,11 . , . � . . I ..... ...... ............. ........... � . . . . . AND SURFACE MARKING ERADICATION, SHALL BE PAID FOR 0 . . . � . I . I I . . . . . 0 R,2y ..... , I 11 . �. � 1. I 11. ... . I I. 1. .1 .,. � .. . . ��, , , I I , I..... �, � I'' � , � �, _ I 'rl. '' �'� .. I I - I UNDER THE LINE ITEM FOR MISCELLANEOUS DEMOLITION. � Pr� Z (2) ... .... ...... , , . . . 1. . . . 1.1 1, �. I , I 11. � I � F . . , . . I I . I . . ........ . � . . � . � . I � . . . . , , I � I I- . I I I I . I � - � � - - - . - I I . . . . . . . . . . � - I I - I . . . . I - _ - I . I .... I I I .. .. - I - - . , - -'.J.'. , r I � � \�"2_'A ... �' , ., - r . I . . . I . . . . � . I I . � . . . 1 () I , -,,/ . � . ... � I � - . I- 11 , , , , , , � . � ,'I. - . � . . a I r , . , . . I I . I . I . . � . . . . .. . . . .. . . . I , . . . . . . � . 1.'-'-'-t , -, -, t -, -, -, d� , '' �' , I' �' ., -, - I '' � ., .t' ., � -, [''-' , � -, - , '' - *11' ., -, ., [ , -, , - I - , '' � - , '' - , I 1, -, - -, I' �' -, -, .1 - * - I r ..... � . I I . I � EXISTING SCREEN WALL PARTIAL DEMOLITION, BRICK . I . . . . . � . . 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I . . . . . ..... � . . �''*�,.,.'' . I r. I . SALVAGE, AND REINSTALLATION OF BRICK IS INCLUDE r . I � � _ . I . . . . . . . . . I I I I I . . .1 . . 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 I . . I � . . . � . . . . . . . . . . � I � I � . I . . I . � . . . I . . . .r. � . . � . . . . I . . I . � I ..... I I � .... I . I � . . w .. . I . . . . I � r 11 � I r � 0 r f:Lj r 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 .... � . � .1 . .. 5 r . . . . . . . . . . . . I I . I � . I . I ........ I .......... � ........ � ..... I � . I . I I .,., �,.,. .,.. * . . . I � . . . . . . I .... � � . . . ''. , ''. '' *. . 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I � I . . I I . . I � I I I I . / V____.___.,____l MECHANICAL ROOM. CONTRACTOR SET NEW JB-R1 JUNCTION . I OZ / 0 . . . I . � � , . � , . � . . . � . . . . . � , � , . . � . I . / TO COORDINATE WITH AIRPORT BOX IN EXISTING ASPHALT . -� . -J, . . . . , . . I � . � . . . . I , . , . , . � . � . . ,� I . . . I '/ - Aoo\� 6 -_ I . I � . I /I Z_ / MANAGEMENT FOR ACCESS, PAVEMENT ADJACENT TO . . . 1J, UIRED. LT 00\A , -6 �0 `1 '-'-'1'�'.'.'1'-'1'-'1'.'.' , ., -, ., - , ''.,. , ''. - * �111�_ - - ,-, /,_� I \ / /I FOR TIE-IN TO SOUTH \A 0 �,Q l63 / ? 1. , . I I . . � - � . . - I . � I I . . I . . . . . . I . � I . . . . � . I . I . . . I I . -� G?J-\9 ,-- , . -4 \ MECHANICAL ROOM AND 'i �SV 0\4 _ . I I I I .... � ..... .... ) \ 0 , , �\ ELECTRICAL SERVICE TO . \1 �,S? 10 �� I --.Z/- - Z, --.--/--"`/"""""`"`*",.�-I Z_ / / , O',� ....... 11 ... ...... ''.., .. ..... � _ �C,�L'� , , , , , .............. , � F1 . NEW ELEVATOR PAVILIONS. TERMINAL BUILDING l�o / o ,.,.... � I ... � I � .... I ... ! cn 1 J* ____,___� I B I d . � .... I . I ... � � . . I ... � � .... � :E . -_ I ..... I .... RELOCATED MAIL DROP - / � I . . � .... . . I . . I ... � .1 . . � ... I . =,".", ` ` -, - .. � ..... � I - LOCATED ON SIDEWALK, :2h) _ 11 . � .... I I . . I . . � I . .. . . � I I . I � I CORE NEW ANCHOR BOLTS //__ RDINATE . / d , �, - I - I _. 1. - I �. I I .. �. �. .. 1. .. 1. .. �. 1. I � 1. .. 1. .. 1. � I .. _. - I AND SET WITH HILTI WITH AIRPORT MANAGEMENT r"--,) klk] ..... 1. .. .- HIT-HY 200 ADHESIVE. El I -1 -CONSTRUCT FOR ACCESS, BADGED ESCORT ( ') f-I 8SYC25 , � . . - FIRE ' HYDRANT. TO. . I REQUIRED -A, ...-�.', . �_�-�.""`REMAIN, (3� MIN'. - - BOLTS TO BE GALVANIZED _,E : ( ) - I Y . , ". . . . . NEW 8' FENCE __1_________1__ - �1, W OR STAINLESS STEEL AND [�K / 0 �,"',�� "I ... I 'RADIUS 'CLEAR .... I'— � � .---.I- - i'2 0 ��:A . a . --cAll(re'r ..... * , � ....... � . . � I . S[ZED__TO_M'ANUF9CTURER'S_ EXISTING FENCE ( ) 3__� , P I I . . � � . , . . � . . . . , FROM HYDRANT). - � . - x ,_ EXISTING / ,� �� - , , AND EXISTING GAZEBO .. . . . . . I I I I . I ....... I . . . I . . . -, . COORDINATE FINA __] LL STORAGE . �_,J .. � ..... .... � � - - _ .... ��,� - -v � . x CANOPY " r: ,, . r- -, - LOCATION WITH AIR, ORT. IT G A R AG' E -, I TMP 32-10 . _ ,,,,, �, - � . I , . I . � . � I I `6E - / � - __e 111� - t- U9 . - . -- I I - -_ , -,-,"- �, I I -,- 111__1___..1 �� _13 1 1 CHARI,.O'[^'fESVII-LE--AL,BEMARI-E "", E] ... .. ... . ........ .. / / �X, ( EXI)STING DLANTER To' "T .. I . � I AIRPORT AUTHORITY : I I \ / � BOOTH . � � I �, - 11 BE TEMPORARILY "I I , 12OW27 / " " 10] F---=- TB . / 11 3938286.037 D.B� 818 P� 210 i . E, F-1 � . . ,/ --,,,,-- W �, � . - , 111- '), R _P 42" BOLLARD PASSIVE . R,ELOCATED, SEE I I 1 11497469.081 : : � ". -, - ____ . . . �_ - . 161 I ; , I .... I -�,��---��,-��-�,�,�,.-,�,,�ll-�-111 ACTIVATION DETECTION FOR / i . D FM OLITION PLAN 11 CSW � F� I I I "I - 11 - , __ ,� / ) / Lt ,, __Z_ � . � ;, . � ,�, � - �/ � - , . . _F , , ��! ...... ��_ 1, ! BR ___7 N� /SIGN _____ � - � i - , � t_ ... : . .. I IN -ROAD WARNING LIGHTS / ,-- � "", I I ____ _��",-11 .,. - � -A I ,,-I, " " I , �`, j� "-I � - ON NEW FRANGIB E BASE . � --- � 1� . ...... - - -;[ - - - ____ -,--------- -- � ___._________,__ -, -, I -1 ----------- Ec: ------ D 171 _. I U "I, [ __ - - 11 __ __ ----.-- ----------- ----------- --- _____ -'- /� . ,.�� -, " " ` - - __ / C 11 11 , , I R:_-LOCATEQ:)STOP--& 7 ; 11 V J, 'r__T1 - BOOTH i / - -1 ". 41y�\� : ( I C (") BSW C IOPY N 3938651,984 � SIGN ON EW ,1 ".. � - / 0 0 0 JA /,� _� I .: _1� \ I 1'_ ,III /Bs',7, 6L�/ E __ , . i ,*, .1 E34 )" - Iii I _ (n V, "'p, 1149761/7.66 SW 1. FRANGIBL �� . A-L - ; - S`w - �17'P � I., ,. � I" /� / ,,, _ - 7 0 - EE - - - jq] C � . :-I S'_ __ L=:�L �, �_(@ ,1 I i / 7'" 1 -,7 / 7`7_ Fl- � ��;`/ J C ...... _1 - - X-1 W 8S91 (0 8SW 0 SSW U13 _ F " , E 'I:. - ... 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ELECTRIC VAULT 11 I LIGHT POST . . I 10- � 4 JUNCTION BOX � LEO . 99 . I COMMUNICATIONS LINE I . --T-- -T SEWER LINE . __S . . . I DRAINAGE PIPE (RCP) �,",,AA'0_-___AWM I I I UNDERDRAIN I . I I � - � I . - � UD-- I . . � . FENCE I � � -.X-' I � . - X, I - I BUILDING I - Z / / / / ;J / ,� ,r--/- - I , I � I - --- CONCRETE SIDEWALK . :.,.- . 4. .;, , : " '. , ,:. *... k . .'; I'.: 4 : ,'.-:.,'.:, ASPHALT PAVEMENT , I [' ,' . - - .'. I . . I 1 - , 1 I -",�",' , I I � � � P � � 1. 0�-- I 14 I I 'O I- . �D CD (-I 2� � I � C/D (D cr) 00 7- _� co "d I �� 0 �� P, 1�- . U t:� ,5 "�':)_ �:) CO . 0 (75 �; I I I I Z -,(3 , � . ,--., Q 1�1 I t 1 7- 0 �� I �- �- -0 � __4 � �w ��:) �; . I C/D W 19 F . . P-4 �D � 'co 10 � �4 1 �,� �� -L5 1, Z - �11� W ,I- � (-) �, (D Lr) rJ) 00 W . (D � ,�� F:� � P� (D 71 1 PQ. W � U 0 . I I W __T1 I I )__ - Z P�4 . �_4 1 1 , � 0 1 . 1 4 1 9� Z I W I E__� � � I I I I . . I � � . I I . . I � I I W Q n `1 I - .\.. �,_. I - ... . __ / I - W_____:_ 7/ ' - �,�== ;�� _1111.1__._1___1_ I - ;11 _____1� = � I I I I I ,� ;MATC I EXISTING C01' CRETE' : . - I I . I I . I I I . 1, , / " , / - f .... Z ' `�'_N I ,-. . . , F . - ;;� " � _1111 �K m�iy,l / / / x" /-Z �,��' Ff,"ll . � \1\ 1� R, , IK , , � 18 6 1. Y'�, , / , " / , ,, , , - � - � "I'll", ..... I / [" , I— � __ __ - Z I f- � " - p ,"""'(92) " _�- -, .,:i , o "I. __1 � """'"" �:, � Z - - ,.- 1 ..... Z . . . . . . . . . . --l-Z ./ ,,.. - ]� ''� A � I I . . I . '. �,ot�mu�_L&'=Qt -,,,, ,--. __ f I " , I _=_ ".:, " ** " f � I 1, ___,,_/_�,.J =Z=7 ��2, ____ ,�_ :!�_�__/_�,__.. _� �_. �, � F_ 7=71= .'_ - .� ...... -, . .61U25 . 1: " _711. . I ....'==_ - I �� _111111 - . . . . - Z.-_ �� -- �,,., � - - - - - , 'T, - �77 " , , I 1 I I I : - F. Z. .tJVLLARD PASSIVE.' ... � 0 . . . . , �- [� 1, -,� L � * * , , , , -7-� ... . . . . � ............ ? )I I * , I SITE NOTES: . I . . It. . . . =�. , I I . I � . I I � . I . . . I ...... . I � ..... I . . . .42", BOLLARD- FA . I � . . I I I . I � . . �F - I I 'I'll - , ^ 4=�=i 1_1� _r - 1, , 7 1 ... ' I , `�--.-=P--_T�� - 0 _L, "7 . I . . ACTIVATION -DETECTION .FQI, 0 �J,� 3, Ilk .41' 1) F' 1N-,ROAD. WARNING. LIGHT. - - - -,11, , I , I . . . I I . . . = I __ - . Z . . ,,, I F . N' ROAD'. WARN �NG'.L[GHT'. .'.'�'.'�'. I . . . . . . . . . . � � . . � I . � � I . � . � . . . . i . . . N ........... � - . � E 11�� --,--7' .10.� oy�48��,f'�A�iilyt - 0 � , __ - -�,v, YSTEM (SIX L - � . . . � - � I I I I � � � . . . I ....... I � . . I . 'I ' * ' ' ACTIVATIO , N , DE , t . N,�-�L__' 1. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING Z C/) � ... � � � .�,�( 'I .... ,�)r �,-_ . . I . . I ....... � . . I � , � _. . .- ' � TTF . I-- . , --- 0-WARNI c " ,-LI.GHT . I MISS UTILITY AT 1-800-552-7001. . � � � I U 7' ... 1_':1__;.11_._. .... . '," . . � .... � ............ I . . . . . I ....... � . . . I , IN -ROAD \ TS � -Z . ........ . � . . . . , � I .... I � I U � F- 0 ' . . . . . - ,,, � I ,� � . . T'4- - . , - - P . . ACHVARON, 'EC ON -FOR , .ffTS) � - .\N . - - --- - I . I - __ - . W',','--�AL-L-�---'WARO I N ..... � WARM , ' ' � -LIGHT - - I . i ... �_. SYSTEM (SIX 'LIGHTS) .... I . . I . `� 0_' \ 6-�b@ '.��' _1� ' , . , IN -ROAD WA -:". - - ..)..-...-��',r_. .-BOWEN'-LO f , , � co�l \01 �_�___�_�NINQ . . . I , - T I � I , _____�_�_� b , , " . . . . , ,�, A, I U A%Ni I N UL 11 G H . , . � ...... W. 1, � ..... � � � � .... I . ------- , � I /.-, - 1� - I - I I � - - - � I I - YSTEM (SIX LIGHTS) � - I L� LL _6NFLIG - _:_11JEB] -_ � �, - - I Z . I . I . . I I ... I . I 1, --r- . . � � . I - . � , I . . I 1 2. CONTRACTOR TO COORDINATE CONCRETE SIDEWALK JOINT I � . . I ... . - i I I ... � . . I � - � Z cr co __. . , . . _'. _., , . W . . , ....... ..... �. 3) - SSI'llid - � - . , , , " .... � I ..... I ... � . I . � . I . . I � . . � 11 . . . . . . ... I � I ... I I . . LLI . .... � ... � . . . . - - . � � . I ... I ... I 11. . � ..... � 0 0 �� 1-___i__ 'W.'.'- * ' ' - _,�,� .�Aj- - -;- - 11 11'� Ah,-,^_*�_,7___,1, *.' '. -, - .,. *-'. � , ` , , I I . I � . ..... I . ..... . I . . . . I � SAW -CUTTING REQUIREMENTS WITH ENGINEER AND I . . I . . . . � I . . . � I ........... � . . . I . I I � I I I . . � _�_z � � . . W ''.' 'L I CT 3 , - - .- -,) ............... * * , , , * ........... , , , .... * ...... � - I I TINIG d e-�, . . _-, . I - , - -r-.s . , ,-,�, - . - - ........... .. ... I .... I - . I I - � I , , C . � �� I - __ I 1@.. - - - _�.<_��__In* -, ., ` ` ` - * , -, - , I * -, - , I .. ....... TOP I I I . - .1 1 - - . - �- . I .............. I � . : � r . � ........... .. �� , � � . � ..... "I . - - - - - � . . I . . . . . � . _,___,__11_ S -I I I 11 11 " , � S 4", __ - 6-�- , -1 . . . - CONNECT TO E-XIS ARCHITECT BASED ON COLUMN LOCATIONS, CURB JOINTS, " - __ - � ______ - , n, - . -. -.. . - 15WI ...... � ..... � ....... . ft-, EP, - - - .6 ��. 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EACH 0 1 � - '7- = Z�� - -- " -A' LONEZZ-922M __1 5�1 I ,� , �,, - I , _ , - � I , I I - -_ , . --- - , - __,"M ,��',,& - I�Wl ,,�U,.&.__%_, "I �� - ,----,-,-- Z:22&p-L_" �-,, u--- __=i��A - - , ___ "I ",,,'a __1_1 M��,,V:r �,j --:r2NM1A=_ft__=21111 I � "I'll, I I UN, 15., E3 ` , ___ I ____ .. .. .. . .............. __ L . _,""t Rm COLUMN, STRUCTURE, CURB, BOLLARD, POST, ETC. SHALL � Z . ,7j , Tm � �,� iER =1 .0 "' __= - .. ��`A,el..'-�.�,� 1 11 '! N , - 'k, , "', __=;�: kl-, I-.--.---- _7711 . ....... __.__,....__ 3 __,___,_ --- E f , 11111111.1-- . . . .......... . -, 1-1 ... "I-,,.,- �, 11 S � i i o 0 """I 0 . W I I 1 5" RCP - - ��' , . 77)��CbNFU&T,i - , - � - -1 1 1 "..'' ��,, --:-= ,---"--""------,----,,-"�p,--I 5 1=! _ - " 15" RCP I I—— �, . - r-, I - �,'�,', ,,, ,,,A�_Ml HAVE AN EXPANSION JOINT. 0 , � , EB L_J � � ��,, , "Im I 1 7 - I ,��",-,-.,.�ll-�-.."�----".�.��,-- I . LP _ I U LP W/BASE SPLICE INTO EXISTING fl, L -$-- FLAG --� 41 q / Ell I �=_ , _, ! � I I 0 � I Fil I * "I --- � - I I' `*� DIRECTIONAL BORE ( ) Z UT BSW POLES 1L f", � HANDRAIL, MATERIALS AND 4 LP W/BASE I _��Ili� '0 - , G WALL, VDOT RW-2 WITH I < I I I I . ,�p ____1 LIGHT POLE WIRING / I I I I I I CONSTRUCT METAL " , 3. PROPOSED 24" TALL RETAININ TIE-IN TO PROPOSED ELEVATOR = = = U BETWEEN JUNCTION BOXES AT JUNCTION BOX - I BSW 0 4IN :: I "I TIE-IN TO PROPOSED BRICK FINISH AND 14" WIDE BY 3" THICK LIMESTONE CAP. I CATWALK, SEE ARCH PLANS 1p=== \-DIRECTIONAL BORE (8) 1" C I - a FINISH TO MATCH EXISTING , il ELEVATOR CATWALK, BRICK TO MATCH ARCHITECTURAL DETAILING OF NEW � I CONSTRUCT METAL _Z� --- C Q N. N E CT- "TO-,_ . I � '___ I EXISTING 1� " 5 1 1 I .. �)--, -'I ,* -, -, 1-- BETWEEN JUNCTIO , �'�� I _ -_ - HANDRAIL. SEEARCH PLANS, RG? - [-.1""", I - � � I I I fr I � .,!46"; - -, � I 9C NSTRUCT-META' �-tC-IRCUl,T5.- AN6 C�PTURE", :56 , ".. .,. 'EB ELEVATOR PAVILION " 11 . I , . I EB I HANDRAIL, MATERGALS-, r U-,�] I PROPOSED CANOPY LIMITS ----.,I -L .i... -c-i LL' (D�� HANDRAIL, MATERIALS BRICK � "I'll-, ' - . . AND FINISH TO MATCH STAIR / ,,�XISTING COMMqNICATION ,lb ;�,�g��,� I -_ - I AND FINISH TO MATCH I ' BRICK ia f I . I --- 1_1___ � EXISTING HANDRAIL. . LINE AT JUNCDPN BOX�,� I W :1� - - . I , __ I I - -, --- , SEE NOTE 3 , . 10 _ - _\ __ I-- _ivii�cj ,1111 __ I � LIMITS I 11111 I 5 -EX[511NG HANDRAIL. SEE' 1_�-_-�- �JB 4- , C STAIRS __ S-12, I "', . , !, , 11f:__ � ma mM�, , ... ........ 0 _, � , - I ,- __ �� I-_ . I M =Z__ . _/ .ARCH . PLANS - __ - -- I - lr'. _,_�1:1_ T I T11, �� -, Q19 - T ,/�', -.1 , SEE NOTE 3 Lf LIGHTING & ELECTRICAL NOTES: . � . � '11� -_ � I �:�_ 11 _r - ov, I I ��W, , ----T-"w - I J "� I E3 T �z, T T ___ - T ---. - � \ 9 l, , P ASE W/8 I I I" , W_L -f-Ir- -1--l- S�� '�,, 1. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT I 11 I � 11.11.1 � . � 1- "I'll I 1-111, "I - � 11 11 I "Ill.- � ----__ E E - E 11 - E E I , Z *11 \ -"I r- [l � 411 1�rl \ I �� .�_ _�:--� I I - � \ \ ltd \ L_ �'!" ------,.-,..,- - ----- -- I--, /\��/ -1 B 1, ".., / , 1, _-, .. 9 .1.1 �.... lip W __�� - - - E ,,, - ___ - � g- - __ ," - � I * 54 __=� ___'E:7��'- ASE . . ...� - "P i,� 11 -- �__ �_. T 1_11_________-�$)_-_ -,-------- 1 =7=71'- -:- -'t - 111. , 1_... __________,___, -tm /13 ___1____ - � ,- . I E I r- F____"1_1_ [-r-----i / �1 I I y K��__ I , - --��I I 11_111_ ................ EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL 4-D . ., -.-- I ) .... .. ; .- . I 4" -..,-4: o .. 111 ___ 7 .... .. r-o'.... y. .. - O.. 1. .... .. A� . I . ., Ln'. . � ... . .. ];*4 �, � : : -.. A ..:-.' .. , " , : - -;:� :; :��, �` . . .. .4 , - I., * " . � "::.: `1SW '101 . r-4 .. , ... * .1 .; .. � :t:-,,J' 11 . , , , . . - . ,� _7 1 - -�e " LP W/BASE -� �-_ CG-3 CONCRETE SIDEWALK " , * ;�l 'M ,...I-.- ... .. . . .: , . 6_. _a111111A_ , . - , __. � - _5:1 �1� CO IN CONCRETE CG-3 1 3 1. - .. 1. - C -3 _____._1__ . __ - .. , , I - f:1r,*!1.4F; k - ris . 5 :%. - - ----\--- ____� - , I . , . t_ .!",. , . . , .. . , .. T _ I . '1� Z) ,� ,� ,-� - . - - _ __�_ ___ - .. V11m. , t , . _..�7!_,� .. - __ ___� . _:6: .� QNNF 11 '. r ��_ - _,� -;,- , - , - .., r _Q_ _C_ -TO - ,,� . . . I . . . � � .. .. .. . � I . . . . I I I . . /_ � -1 I \ ,",r `rKf8_T_ - 61-1 -_ ____ ____._. L*,!"- , , �� - .1-1 I � . CONI'M I A- �r,-�-- ,'' I, " ��;**,t�,;� I . I r � . I � I.. . . �� I ��`11,s,,; , I'll _ E . IRQT RCI I � � . I . . . 1. . . . � . . . I . � I I . . . ,�,; - - � . I . � I I. .. � .lu , CO. E. T .TQ ' E' .1. . I I . � . . � � . . . � I . . . . . . �� '�', . , , . �-,;-/-Z,- I 2W - - �, 1* -qONNECT,T& - r� I ", ,�, I " ,,, I ,,,, - ... C_ 11 , -`,?/,� ".., , ..... , . � I . I 4 - , ,", r - -3 ','-r,r�---,,-,�m,��, � �_ I , .. .1, . - r , . � . __11 .... � ...... ... . . � � . , , A , " - - J;ut�t$ Tli . . . V .... AT -JUN � � . . I . . .,: . . . " I .. * -;, � . . 6 . . UK � ,1& . - . . �C AT, r, ,,, ;, ,,�� , 1� , \L ,g - . " A: . . , . � , �, 10j ,�,, ,", ,\ 111-1111111 ...... _� 11�1_T 111�11_,_�11 1-1--.1111,1 ..... 1,11' ��'�.11.11.11. �11 - .', ,111 ____ � _ , "..'.... 11-1-1-111- Y . r r . . . I . I �4 I . I . . I I I I .�� .... . � 3E� ,� MR I ' , .11, ., �� :,,, � . , 4" '. I %.1 . ZONING DISTRICTS SHALL NOT EXCEED ONE HALF ___4 AT TION- OX, - 1. �11, ,�, . . .1 . . 91RECTICNAL BORE 1�< ,011 � "� '_�_ - .. . . r . . I . . . . . . I . r . . � . - - . , . " �", - - - ,� . .. . .. , � . . . . . I I I ... I ...... .... I . � I , , 'Q � . (2) r t. / 12 CURB,�AMP . ... ........ I . � r . "', , , , , 30f ,,,,,� , �! ��:'',,�""'_,'[ VDOT' CG121'CURB ,R MP � r__1 X ,.:. I I I ,� w - _.. .'' - � . . . . , 11, ,,� 1,w� ...... , , �` I ..,:. ,. - .1; .1 I . UNCTIO -BOX . . . � . . I . I . . I k�).!".( -A. ). "' 11111,1 \1 I , , " " .... I I .1 � . . � . . I . I . . I I . . � � I Q 19� r - , , , I � 11� , - � r . � , - N11 OW � RMOR PAD � ....... . . . . � ' -,',,,,,,�,P ,- 'O'. - - - , " " ��'�' � � L I � , --- - V(" ;:,41 I r I I . . I . . . . . .� , . 1. . . ..... . ; . . . � � . ,,,� - %, 11 I '' " � "'� . I � . I I . . . I 1 2. ALL ELECTRICAL INSTALLATIONS TO BE IN ACCORDANCE I M 0 -, '� t. .. ": . . . .PROROSED ,� 11 " I , ,,,,, lwl,�, I'll , '..... .1 I . I . � � , I I M Z.� - . .. �, 11 ��111111' 11 ,,,�� ) � . 1 .9 1� , . "! ... `.: s-'/ . . . . . .1 � , , , � . . . . . . . . . . . � I . . Iq . . . � � . . . "', ;, ,,,,�,��,,,'] I "r � "I I ,,;,, � 6 . I . . . .1 ... I . ,� . . . � I . I . . . . W[THAELLOW ARMOR PAD'. I . � . � � � I . . I � . I .. .7 _ I", ; � _11.111 ... I ... I ....... ... I - . � 1� _ "ll-I. Cq , I r , A", I ... I . . � 1- ,.� =__ . I . I , � ", , , 11, , �11�1 I � . . I ... I . . I � q �� " , I , 1� - -, r � P., (=) 4-�' r . . . I I I I I . I . .1 6 . . . ,,, � R `�`11�1'1 "',"�,"',.'_1�511�1;1 `_", �1, I . . r77 I . I � . . . . . . . � . . I � , q� 'LL .. .1 - - , ` 11 ;; L '""' " "" �,,�; 11 )NINEC� �ww, z--� . I .. � .... � � � . . , I . , 6 � . , . , . . .. . I I � . I . � . ....... .1 . .... � � . � WITH NEC AND LOCAL CODE. a) 1 Z�, ,,',M� I �. . . ::]:-,/ , , I '' ,-,,,,, � 1 4 . � -1 . . �1 .,�� 'JuT I ... . 1_.. . I 1. I... . . ''. " � . 11 - op�_.1,-. �, '* ,,,,,, .. / T,, - .... � 11 , . � I I ... . . . , . I. - � - 11 � ��V 7, . . . - .� ill , . I . � � . . I . . . . . � . . . . . q . . � . . . - , ft, � '1� 41, .. . 6 ,� .... 1� . I .1. I ......... I I . I . . . . . . I . . . 1, . � . � � . 1. � . . '' I . , MIMP'Tul", �,INM'11___ � - " '�'l � . . . � I L �"",,",",�`� ,�'11 � , . I . . "I ............. I . . � I . . � I � . I I I . . I . . . '� I �,`, �(.0 �,�,��,- I . � . - . . . . . I . . I � " 1, �",�, �' ,� , � , , , I du&w �,�11� , , Q�' 1 ,,,,��4'v,,'W " , r r I I , � c � ,W x, "' � - r r I 1 4_`� " , - `�T 1-1 ,I . , , I 1��, ' ' , � 1.11��, " . ..... �1'11 0'W"', -v,X5715�"" I ,�� ,,, ,,, 1 '�� I 11 " . . . . . . . .. . ' -MARK PARKING---/, , L' ' Vil � "o "I I � , � P111,111111! " � � ,�IU (�] I ,-,f r (,I ... i; (4)-l!''C, AND (1) -2!' C- - , � - . I . . . I I . . 1. .6" - YELLOW� , / , ��,M, 1�"'�� 1`�, ' , - - .. - ' - . i " ",�� . � � v __,� . .DIRECTIONAL. BORE. q . . . � .......... � ..... � ........ , �,,� 1, r , r , f Y ' ,,, "" , , .... 9 11 ' `� ' - , I I �' , " A, 6"' YELLOW ' "V I `� '' , - � ,0�1 i �, %r' "" -YELLOW ..... � - - � � . . . . . . � .... - - - - � - - � -�' A '' � - ��6 " , "M Vl_��11' 11, ,4 _�,Z- .,J . ��'�� . ,� . ...... � r - 6?' .r' , , � . .. , _,�,,,,r V � I � � " ... I I - �', , r , ,,' ,- . _ .LINE$ .(VP)'.'.' '. � � I I , ", " , � . . 11 I I . .. . YELLOW .. � . . . . . . I ..... � � q ... I . . . I . . I .......... 1RE ''I .. , . , ,_, "' �,' ��, N I�NIFW N _�� (1) , . , '. ,� �� , , - , 3. LIGHT POST NOTATION I . . . . . . I . . r - . . . . . . .. . . . . . . . I - _ - -.3, C .... ..... � . . . . , .. - , - _ � . . . � � ............. I .. I . . . � . . I .11. . . . . . . . ,C) I , , ' I . .............. � 1 6" YELLOW ' . N LINES (TYP)i �� , , - V URB i q I I . � � . . I . . . I I .1 - � I ,','SPACES,' . 4" , WHI TE, .'.'. . ...... X, .. I .. 11 � I 1. I f,', R�X, (J8_'.kr1.) - '' '' - .. .. - - I / A5SPIJALT', . �. ... I .......... 1. . I . � .1 � LINES,(TYP). '' - I . . I I Z. 'WitH, , '' V I � . . I I ......... I . I LPI = 20'TALL POST (MATCH EXISTING LIGHTS) � I , lir r__4 . � . �j. - ... I . 1 6 .6 - - . . . I ..... 1� .... I I .1 . . . 16. 1 ..... I .4�".bbL'1_Ak � LINES (TYP), � r . I 1. t .... �,��/_ ....,.5, '�-42"- BOLLARD, WITH . . . . I .......... . � .... ............ � � - , � ..... ...... T - -LINES (TYP). - - - � .......... � � I ....1. . I . .. �,.,. , 1. � , I . � I . t , , <:��. �'.. - - ' I � - \ . . . . . . I__ . I . I . 1< , I I I I 11 '' * ..... -WHITE-SLEEV , � - - ,, -, P . r_lll11 M � . 'ST . . . . .... � - - � . . . . . . . . I I I � . . Lij . . . . . +�Z -'-'6 * - � ..... ._�_ ROPOSED,NORTH - 4. LPI LIGHT POSTS TO INCLUDE NEW CONCRETE BASES. - . + '' ASPH-ALT - � Z. 1 XK� . . - - - - .! ' * ' ASELINE."C" .'.'.'. 1'.,. , ''.,. - - - . . I . . I . . . I U I WHITE'SLEEVE' - -STA. 15. 00 � - , -, -. �, �. - , '. '' - , - , '. '' -. �. - , - , - , - - - - - - - - � - � ............ NEAT-��, i - .I. . - 1 NEAT VERTICAL SAW I I 1 ;-.4 - A 16+W , ].�-�,�. /�-..,�-\..� ... VER I AL ' ' * .'. . . . I . 6 . I ... I . I . . . . I 1 6 � . I . . . � STA 14+00. - - - - � , . I . I � I . 6"-�ELLUVY� - . . . - I - � 'VERTICAL' A � W '�J - WA, 13+00 '.'� - . 4S'PH1A'L'T ... . ,STA'12+00, - � ..... I � . . . I STA.1111-�00,'.'. . . . . I 0 P Lo 1:1 . I I . I . I .... ' ' * ... . . I . . I + ........ � .CUT,'' TACK',JOINT 'PRIOR , ' . ' , ' . ' '' . . I . . . I . I � I I I . . I . . . ELEVATOR'.PAVI LION*, . '' '' _ ''. .... ..... ... . � , CU T, 11 I �1� ,'�� ...................................... � � , � ...... TO PAVING (TYP)4 . . . . . . . . . . VO.OT .3.'CURB ...... � , , � 5. ALL NEW ELECTRICAL CABLING TO BE IN CONDUIT. I 11 al C;, U , AW - . . . � - - � . . . � - - � � ........ � , - , - � .............. .. NORTH 3938356.50892 ' � ...... LINES (TYP) -�' '' '. I , T�,(�k.".'.'."�l',','.*.'.',','.'�'�'�'.'.'.'.'., , , * .......... * . . . . * ... .... * .............. . I . . . . I . . . 11. � - . � � � -1 NEAT TC -S .......... � . . . . . � . . � ... � . I I . . . . . � , / S I V ........ ............... -� I - . . . I I I . . . � ,ELEVATOR PAVILION. - - - - , CUT, TACK -JOINT PRIOR � � ... � ...... .. 6 .... EAST 11497625.08555 ...... * ' ' ' ' � _ ,��el "I - , -4-1) , I , . . I . I I ............. � . . . . q ....... � . . . � ' ' � ' � .. ...... � i , � . ......... .... . ... � � - � - . - � - - � ..... � .................. . I '�� JOINT- PRIOR . . . . 6 - - - -6 - - - - - � ...... � � I I . � I � I I . I . I I . I � . . I . I . . I .. I . . . . . . . I .... � . . I � I . . � . � I I . � . . � . . � . . . . . . . . . . �CG 7 . I I ..... I . I I I I I . . I . I . TRENCHED CONDUIT TO BE UL LISTED SCHEDULE 40 PVC. . I I I � I . .......... I . � ... ... I . . . TO. P A. ING'. (T-R)'..', I I � .... I I . I . . . I I ....... 1 OBIR' � � . . I . . . I � . I . I I I I . . I . Eev 604 4& ............... . 9BIR2 11 - .. 11, Al I ... � . I , � . .. I I . . . I . . I . . . . . I ..... I . . . . . . � ...... � � 11 � ..... � � 6 . I ......... I ....... � ... � � I . . . . . � . . I I I . � . I � I . I . I I DIRECTIONAL DRILLED CONDUIT TO BESDR-1 I PVC., ........ I I . I ...... I I . . . . . � .... � . � . I . I ....... � . . � � I I I . � . I . � . . . I . I . . � . ......... � .... � . . . . I I . � I � � I ..... � I . . � .. .... � .... I TO'PAVING"" ' ' Z ......... .. I � � I � I Cc 'Rt I . . . . . . 1. � ... I I � .1 . I . I � . ........ .. : ..... I I . I . . 6 1 . I � 6 1 . 6 . 1 6 . . . . . . . . . . . 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 I . � . . / '�' , (T'YP)' ' . 't'�'j '' .. . ... 11� I . I .1 . � I ...... I .. I I .1 I I . I 6. . . � .... I I . . .............. . � I . � , � . ''''I', . I C) r, I . . . I . I . I I I . . . � . . . . . . . . . 6 1 1 ....... I . . . . . . I ..... . � � .... � . . . . . . . . I I . .11), 0 ... I � , . , � ...... 0 � , - . ............ .................... * 1 6. SEE LIGHTING PHoTOMETRICS AND DETAILS ON SHEETS - . I I I .... .. � . I � . � .... I . . . . . . . � . . . . . I I .... 6 . . . . . . I . . I I . . � ..... I I � . . . I . .1 a . I . � . I , . . . . . I I . . . . I . . I . I I � I I . I I I I . I . � . I . � ....... � . . � . � . . . . . . I I . . . . I I . . . . . I . I . . . 6 .,.,. . . I � . � . 6 . . . . . � . . 1. I . . I . I I . �� . , . .. 10 , , , , I . � . � ... � ...... I . . I , . . I � . . . . . . . . . . I .... � . . . � I . . I I . I I .. I . . . I . . . . . . El-E4. . I � I . : 11 I cl� o 0 1, . , , I - I I I ...... ... . I .... I . � . I I I ... � I I ... I . I . . . . � . . . � . . I .... � , , . . P4 1M'''1'.'-'-' .'-'.*- -'-'.'�' -'.'-'1 I'''- .'.'�'.' .'-'-*� -'I'.'- - ... I . ...... � I I ... I 1. 11 ... I . � ........... ... I I � � I I... .. I I � I I � I ..... I I 0 0 ................. , * , '' '' , , , * .. .... .... ...... . I .1"'.", '' 0'! I -.11.1.1.1 11 ... 1.11, .. ...... 111.11 1. I I ... I � I I � . .......... � � 11''...'' ... I I ..... 1. I I - I 1. I 0 . 1. � ... I � ...... ...... � ... 11 ..... ..... 11 ... I ......... � � I .... � ... ......... _.. � .......... � ...... � ...... , . . . ... 1. ... I ... � . I � . I ... � � . � .......... 1. 1. . 1. 1. 1. . , I + 11 .11 I � � � ... ..... I ... I . 1. I � I � I I I I I ......... 11. . I I I � I I � I � I I . ;_4 , � : ;-i I I 7 . . . �� I I � I... .. 1. I � ...... .... � I ... I � I I 11.11. 11.1 � .... ....... I—' � ... 11.1.11. I ... I ....... I....'' � � � . . . . . . . . . I . . . I . � . I 1. .1 I .... I . . . . . . . . I I I I I I � . . . . . � . � . . � ....... I . . I .. I � I . . . I I : 1 7. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE � 6 .... I . . I . 6 1 . . . . � . . .. . . . . . . I � I . I . . . . . . I . . I . . - . . - I , I . - . , I , .1 - � , I - . - 00 0 . � .. . .. . . . _ I .. . I . 11 ..... .. . , . . . . . . . . . . . . . /1. . 7 � I . I C) - I . I , , 14`� I �", I . 11 .... . . . . _ . . . , . . � ...... � , . _ _ 6 . , . � , � . � . , ........ . ............ . ENTRANCE CORRIDOR SHALL BE ELIMINATED, � , , , I . . . . . . 11 � I �� . . � I I ; . . . . . . I � . . . . . - ----- - I * - 0 _. - -1-1- I - ___ ..... . . - ;_ __ - ...... " - - ____ - I I . IV- � � , I q,- -i� - - -� 7- F11 - --- =0� �k� � , 1- _ ___,_-___( , __ - _ __-, _ - __"�, - - . f I I 0 1 11 - -11''. . .. . I � �111. .. . + I . . . . . . I . . . . I I I I I . . I . . I I / � � . I . � I 11. . 11 - I ...... I . . � . . I I . � . . I . . � . � � I . I . I . � . . . � . I . I I . . � . ..... � . . _ . . I , .1 I I I . 11 . . I . � . I LO , -, , �, 777", , h , , , "-' '' '' . . . . * ....... . - ....... � ... 16 � .... ... _..... � I 1. I.....' I .. 1. .... . � I �... I ....... � .... , / 1411-1 0, I ..... .......... I .. .. ..... ............ k� � 4 � I I . (V 4- I --- -_ J I 1. 1. I I � ... ..... � . I ........ .... � I � ... I ... _-, �_�L_ , A X" __ " :� ,_ ��' * ............. .. . , '' * U -1 , I � � ..... ..... ... 1J a I....,...... I.. 1. 1. 1. I I � ... ..... I ..... 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I � I I I . I . I I ....... I . ! . 11. I I LANDSCAPING NOTES: � ,. . (4 1 4) , M � . ........ � . . . 1. I I . . I . . . , � . . 6 . . , . I .............. .... ... 11 �J . . . . . . � ......... I I I . I I I . _ � . . . . _ � ....... .... . I . . I I r__4 -, . � � � .11 ..... I . . . . � . . . . I I .. I . . . . I I . � . . . � . � ...... ....... � _ . _ . � . . . . I . I ......... � ...... � . . ._ ... � . , A � . _ . . . . . . _ .... _ _ .. I .. . 1 6 . . � . . . . . . . . . I � .1. � I .. I � I t ' - I c) � I I � . . . I . . I . . . . . . . a i , , , ,., , ,.,.,.,. . , ''.'. � , '' �'. '�'.6�*, .'� , .1'' ''.'''''.'''� � ., �'.' '.'.'.' � .'.' � . . . � , � � I . 1. . I , , , _ .... .. ... I I . . . . . . . I ... ... I ... . . . . . . . . 11�: . -I . &111 I . . . � I � I .. . � I . . ....... � .. . . . . . . � � .... � . . . . . . . . . � .1 . I I . I .. � � It. �. ., �, � , .'.'[. 1. SEE LANDSCAPE PLAN ON SHEETS L1 AND L2. PIP I "�� .... I . . . . . _ I ._ I . . . . . . . . I . . . . � . .1 . I .. .... I .... I . I 11 .. . . . 1. I I 1, I � (1) � _ ... 116 ........ 1. . .11 . . � 1. I . 11 . . . I . I I., I . 1 - k��J__z , ''I I I �. � .1 �� 1' , . .,. 11., _ , , ' 1 .6.,. , , ''. , '' ".' �'. , '' . . . . . I . . . I . - - - . . I 1.00M.() ___�� - - _- - .. - - . 1, _ I I , , , ''I'' ., -, �' - , '' - - '' - .1, , �, - - - I .... ... " �� -. 1, 1. . I I I .... I I I - I Z . , I I I I I �' I . . _ � . _ I' ` -, ., - * -, -, -, .1 - - - � . ., I- _ - . � . I. � . . ................... � ...... .... I ..... I 11 ............ � - � . . � ..... 11. 11 1 � ..... " . I .... I' 6 '' 90IR20, , . . . . I �. - - I .......... ...... � - , I � ... . . . ........ I . . . . � . . I . I 1. I .11 . . . . . � 11 I I I I . . 111. ... � . 2. ALL PLANT MATERIALS AND INSTALLATION ME 4---J . I.M � . � 1 . . . . I . . . 11.. . I . . . . . . . � I I 1. .. I � .... 1. ............... .... 1. . I I I . . . . . I . . . .. � ... I I I 111. 11 . I . I I � I—. .1 I . - - 11 i� � � 11 - .. . .,. ........ � . ........ I -1 � ...... I ....... � , ....... � THODS SHALL I I . . A - - - - -i �. . . . . . . . . . . . . . I I., 1 I I - TRENCH SCHEDULE , . � TRENCH 11" PVC 2" PVC CONDUCTOR SIZE GROUND SIZE I I . NO. NOTES I . - #6 #8 #8N #10 #ION #12 #8 #10 #12 I I FROM PANEL LE4 IN TERMINAL MECHANICAL T 1 4 1 ROOM TO NORTH ELEVATOR EQUIPMENT ROOM - FOR ELEVATOR PANEL FEEDER - FROM PANEL LE4 IN TERMINAL MECRANICAL 0 1 4 1 I ROOM TO SOUTH ELEVATOR EQUIPMENT ROOM . . I . ,FOR ELEVATOR PANEL FEEDER FROM PANEL PE4 IN TERMINAL MECHANICAL (D 3 2 2 1 ROOM TO NORTH ELEVATOR EQUIPMENT ROOM FOR ELEVATOR LIGHTS & RECEPTACLES - FROM PANEL PE4 IN TERMINAL MECHANICAL G) 3 2 2 1 ROOM TO SOUTH ELEVATOR EQUIPMENT ROOM FOR ELEVATOR LIGHTS & RECEPTACLES 9 1 � . 2 - 1 CONNECTION TO EXISTING LIGHTING CIRCUIT 9 - , I 1 I 9 1 CONNECTION TO EXISTING LIGHTING CIRCUIT (D � 1 __1 � PULL STRING FOR COMMUNICATIONS CABLING I . . . . � BE IN ACCORDANCE TO ALBEMARLE COUNTY STANDARDS I I t.d ;,,,.i.,,,l .<� . I . AND THE LANDSCAPE PL AN DEVELOPED BY ANH,OLD � . I � � � jIll-4 �� . I . I . ASSOCIATES. I I � ,6 , . . I ... I I I I I - . I � I . . bL r__1 I I . . . I I � 3. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE , r I 1 0 7� r ! � I I . ALLOWED TO REACH, AND BE MAINTAINED AT, MATUREr I r . I M I . . . . HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS I �� I (1) � . . I � I I AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO I r r r . t� I , . SUPPORT THE OVERALL HEALTH OF THE PLANT , � , � I . . � � � . � 0 I I � . � . . . � I I � � I r I I I � P-4 I I ; . I . . . . I . I r I . I � . I � � , , � ELEVATOR PAVILION NOTES: r r � , I r I I . . . __ I I . . . r I I I 10 Q -_ 1. SEE ARCHITECTURAL SHEETS DEVELOPED BY PSH+ FOR � � : .r I . . . . r I THE NORTH AND SOUTH ELEVATOR PAVILION LAYOUTS, . � I I I RENDERINGS, AND UTILITY TIE-IN REQUIREMENTS. � I � I . I � � . . . . I I . � . � . I Design Professional's electronic or . I . , . . I I . digital seal or signature is effective . . I , . I r � only as to that version of this i r . I . I � . document as originally published � I . . I I � I I I by Design Professional, Design : . . . . . I . I r Professional is not responsible for . . . . . . . r � . any subsequent modification, � I . I I corruption,or unauthorized use of ,i . . . . I . . I such document. To verify the �, I � � , . ".z,��,�,��_ . � ....... � ................... . 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I ___ - I j I_ I-- __ ----I E_:::�:::� I I I 11 r---T-� .. I =_ '11� I . � . I � � L__L i i i i __ E-"--- ___[_,.11� I I I � �'11, rak:C I � I � 1, I Lli . )�4, ,�:, ,� . 20' 0 20' 1 40' .Sheet No, . � � I �_ / " ,�11'1, Cn # # # # 1�1�__ �__ . "�, L___�__ ?11111116iiiiil�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I rr�� :: lgj� 1 JJ=20) !!%_E�� .1 1�,, ,,,,� I � 11", . X-1 fl I 1, �, 1, ''I I , , N , scale f eet 0 � . C 7 M I � � __ ,,�� " ... Z. " I I . ,0 ,,�111 '11'', . I I "I, V'�,- � 1, I I I '', � I � I 11,411111111 "' � , . I j, A 11-1 ,1,1 I ___ I I I � , , K 1. N � I � . 01, 4 . :1 C\1 �1�r_� Yx 3 ' 01011011-- f . �` I 1. _4A,_1__ . � 1. � I I . I . . I /r ............ O��N 's ; Z//ZPSP ZONE .. .. . .. . �N r> INLET 12 TERMINAL BUILDING Ov , _ ..,, 8, S cRIM --- �a I �,.�„5 � T ? PROVIDE FLEXIBLE BOOT FO' �. . — - TIE—IN TO EXISTING INLET • • GOA. ` �� ! _ • TIE-IN AT• EXISTING 8SYC25 , GRADE (TYP). SLOPE ( —yi SURFACE AWAY FROM. . 'COLUMNS' TO DRAIN . _. 2. _ ... - TRIP :i2--l0 'A!EI3t ....._. _ .. _ . - CHARLOt rESVILLc--ALBEMARLE / / 12DW27 E "7J AIRPORT AUTHORITY 1 . oG\` 1 � i�3' � BOOTH TIE—IN AT EXISTING 818 / I GRADE TYP . SLOPE // j i \ .• j E312 SURFACE AWAY FRO ':.3 ,- -------- _ _ __ '-COLUMNS TO DRAIN 1�;_% �i 1.r3 __,,. _ - - :,a El I h FH TA 7-1 Klopy C� e3 Bait CA P'Y ; • r — P OVI E FLEXIBLE BOOT FOR rs �. r7 c7 c, cis c u> ,• S LIVER _ caL�, n. S.�t Ei �V csc. 13SW y, ct w 1 3.3� i; �b , ,... $ cn L3J rr Fig �t t... va t3 P yr cra B ar Cat CSW ,.��..«._u. 4. ..� ,.•.., TIE—IN TO EXISTING MANHOLE,.--" -, „�.-� _ to . (" _. . �,t 5 E �° OVER E_ - WV 4tALtC 3.��t ED l HH / 1 __.... WALK N :. ._1 _..,. _ 1. C t _ p S �P U.E Cj3 _. .... ............... __..,...._v_._ I _..... % _...., —__ PaPt-�PlI9 JI_E c� j� ,� i �a,� - ( f - 7 .. . ....... - "'7-- . t �� . ,.,_ I 1 I<t rt r�tr1� �_w .� . _._..._.. _ a. w b 1 f3' i - ra r ., INi. 'Ot1T t!L E�iS.O..I' . . { ) ' A I LE �TRIC I I �•ELECTRIC �`a ° 1 t ;. ....�•-. c� . , _ i� n 1 , _ !AU T BOWEN. LOOP .�.......fiv . ,,p,� .i .,..r.,....,......... . �:...,, .a . ,.e,' ----� .,,I TIE. IN. T0. PROPOSED. ��I, � .`�,,,.. .w��,E�, �,. � �i'�•�� , , �"' /"�. ,,.. __... f>� ...._. ,� i''.A LEGEND EXISTING PROPOSED EDGE OF PAVEMENT SPOT ELEVATIONS 605,49X 1' CONTOURS --- 607 5' CONTOURS _.Mo WATER LINE W ELECTRIC LINE - ELECTRIC VAULT LIGHT POST - JUNCTION BOX SEWER LINE DRAINAGE PIPE U N D ER DR AI N -------- U G------- U D BUILDING CONCRETE SIDEWALK ASPHALT PAVEMENT ggg � ' SILT FENCE SF INLET PROTECTION LIMITS OF DISTURBANCE LOD 0-0 <n N � Wiz.• z o5� w U_ CD o W 00 �xz U Ox W r� z_ W 0 Z o z O I Lic. No. 039401 ION AL Date APRIL 2021 Scale 1 "=20' Drawn • REK Checked CRJ .. .... IT ...... ........... .......... P Project No. —20' 20' 0 20' 40' sheet No. ry CD 1 N scale feet G) Of El 0 0 vi 0 Z_ Q ry 0 w Q n N 0 rn I N N A PERMISSIBLE CONSTRUCTION #5 DOWEL, 8" LONG Q 12" C-C JOINT--, , _4' % fv O:1 10:1 B x B TRUNCATE DOME A SEE SHEET 1 OF 5 FOR DETALS 8'-O" Min. 1 4'-0" Min. BACK OF CURB C12.1 MAX' 48:1 MAX. 20: 1 2. MIN. SECTION A -A PERMISSIBLE 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) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION. TYPICAL DESIGN TYPE A WITH BUFFER STRIP V Y V A 4' SQUARE LANDING AREA OUTSIDE OF A 4' SQUARE LANDING AREA OUTSIDE OF �3 TRAVELWAY SHALL ROVIDED WITHIN TRAVELWAY SHALL WITHIN (N 3 (A THEPMARKED CROSSWALK AREA THEPROVIDED MARKED CROSSWALK -AREA. V) �Ix �V Y v N rl �1 CR OSSWIK CROSS K 0 (1)- o - TYPICAL PLACEMENT U TYPICAL PLACEMENT (I AT INTERSECTION AT INTERSECTION CROSSWALK osswAL'K WITHIN CROSSWALK WITHIN CROSSWALK DIAGONAL PLACEMENT DIAGONAL PLACEMENT (WITH BUFFER STRIP) WITH BUFFER STRIP SPECIFICATION REFERENCE CG-12 DETECTABLE WARNING SURFACE V IDOT ROAD AND BRIDGE STANDARDS 105 TYPE A (PERPENDICULAR) APPLICATION REVISION DATE SHEET 2 OF 5 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.06 CG-12 NOTEICOMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) GENERAL NOTES: CURB AR YARDS) QRNING RFACER(AREA SUED DETECTABLE E WAHEN IN SQUARE 1, THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP. DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 120 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 48:1 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL, 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP q' FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. B 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO BE IN, PLACE AFTER PLACEMENT OF 10..1 MAX. THAT ADJOINING FLARED SIDES CAN CAST PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED PCENTER TO CENTER ALONG TYPE A PERPENDICULAR BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER IV2". 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS 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 12:o"A BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS 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, MD SHOULD NOT TYPE B STOP LINES. LOCATED DLETS, LIGHT OAE CONTINUOUS PARALLEL HYDRANTS, DROP NETC. ROUTIES PROVIDENG 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 ON RADIAL. OR TANGENTIAL SECTIONS PROVIDED THAT 12-0 MAX THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 12:1 MAX THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. XX 5. MIN �( 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK q' MIN TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY AT ;K , 2" THAN TRUCK TRAFFIC) FOR CONCRETE DEPTH. NT EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT XX ,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. TRUNCATED DOME n 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF 6"-2.4" C-C CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE -►I o WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 1 O O O O O z -MODIFIEDBY THE MANUFACTURER TO MATCH L_ O O O O 0 O O 0 O 0 O O 1 OF CURBMMENOED 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 LANDING RAMP + u o 'v 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 6 0 0 0 0 0 0 0 0 o 0 o 0 o o ` 65Z OF BASE DIAMETER 0 0 0 0 0 0 0 0 O O 0 0 0 0 0 f I UP UIAML ILK DETECTABLE WARNING o AT BACK OF CURB SEE NOTE 12. 0. "-1.4" VARIABLE FULL WIDTH OF RAMP FLOOR_IFULL WIDTH OF RAMP FLOOR_ PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL �vDOT CG-12 CG-12 DETECTABLE WARNING SURFACE SPECIFICATION ROAD AND BRIDGE STANDARDS SHEET I OF REVISION DATE (GENERAL NOTES) 105 _5_] 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 NOTE: 1. COORDINATE COLOR OF ARMOR TILE WITH AIRPORT MANAGEMENT PRIOR TO INSTALLATION. .,.,,.,, -- SUBGRADE EXISTING EXISTING PARKING LOT PAVEMENT SECTION NOT TO SCALE NOTES: 1. PAVEMENT SECTION IDENTIFIED FROM RECORD DRAWINGS i + 8" 21 A/B STONE' .,,BGRADE 95% STANDARD PROCTOR PROPOSED PARKING LOT PAVEMENT TYPICAL SECTION NOT TO SCALE CG-3 SURFACE t BASE D.enD>� SUBBASE NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (LONG FACE OF CURB) WLL BE PAD FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (13" DEPTH) OR INCREASED AS MUCH AS 3" (19" DEPTH) IN ORDER THAT THE BOTTOM OF THE CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. RWISE T E HE DEPTH IS TO BE 18" AS SHOWN. NO TO DE OR NCRfTHE EASEIN D80 �EPTH.BE MADE FOR A 5. CO-3 IS TO BE USED ON ROADWAYS MEETING THE T REQUIREMENTS FOR 00-7 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. B. WHEN THIS STANDARD IS TO BE TED INTO EXISTING BARKER CURB TFE TRANSITION IS TO BE MADE `fFE WITHIN 10' OR CHANGE IN STANDARDS CAN BE MADE AT REGULAR OPENINGS. �,,IND„R STANDARD 4" CURB REFERENCE ROAD BRIDGE VIRGINIA DEPARTMENT OF TRANSPORTATION 105 502 SHEET 1 OF 1 REVISION DATE 201.02 cn NEAT VERTICAL SAWCUT. TACK JOINT PRIOR TO PAVING 12' CD N FZ O .. .. _ GO ro EXItSTING BASE _ PROPOSED BASE'. 0 CD E- co 2 uD W t ^ oCD 71 �z �T o w PAVEMENT TIE-IN DETAIL NOT TO SCALE a 0 Q a 5" VDOT A4 CONCRETE• a W/6x6 W2.1 xW2.1 WWF 0 Z d a AT MID DEPTH a % >O 7 Q 4 4 M W 4" NO. 57 STONE' `-- COMPACTED SUBGRADE 95% STANDARD PROCTOR SIDEWALK PAVEMENT SECTION NOT TO SCALE NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS FOR ASSOCIATED BUILDING DETAILS AND REQUIREMENTS. 0�% 2. WELDED WIRE FABRIC SHALL BE SUPPLIED IN FLAT SHEETS AND r-4 NOT ROLLED. �I Q 4 3. ALIGN JOINTS IN NEW CURBING WITH JOINTS IN SIDEWALK. Cq 4. SEE SIDEWALK DETAIL FOR CRACK CONTROL REQUIREMENTS. Rj ......................................:............ .........:.:.:........::.........................,..,.....:...... . n or � °�� $co °�Q� 00 t� ^ Z 1/8 CRACK CONTROL JOINT 1/2" EXPANSION JOINT �y • :a:• . • �� SEE ' : � ' F-�'L �-I ' 0 •. � • � i„ � 1Ja Q o' p 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, CONSTRUCTION NOTES: corruption,or unauthorized use of such document. To verify the CRACK CONTROL JOINTS TO BE PROVIDED AT INTERVALS EQUAL TO validity or applicability of the seal WIDTH. OF SIDEWALK EXTENDING INTO CONCRETE FOR 114 OF DEPTH. or Sig nature, contact Design Professional. 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, ALTH op JOINT FILLER IS TO BE USED EXTENDING FROM BOTTOM OF SLAB TO 1/4" OF ITS TOP SURFACE. GOA AS SOON AS SURFACE IRREGULARITIES ARE REMOVED, AND A LIGHT 8. TRANSVERSE BROOM FINISH GIVEN, A LIQUID MEMBRANE SEAL OR OTHER CHR TOPH R APPROVED CURING MEDIUM IS TO BE APPLIED. LIC. No. 039401 SIDEWALKS ACROSS ENTRANCES SHALL HAVE A DEPTH OF SEVEN INCHES 17-) WITH A MAXIMUM SLOPE OF I": I ONAL CONCRETE SIDEWALK MAY NOT BE PLACED IF TEMPERATURES LESS THAN 400 ARE LIKELY DURING FIRST 72 HOURS AFTER PLACING. Date . APRIL 2021 ANY ASPECT OF CONSTRUCTION NOT COVERED HEREIN IS TO BE PER THE Scale CURRENT V.D.H&T. ROAD AND BRIDGE SPECIFICATIONS, SEC. 504. NONE Drawn JPM SIDEWALK DETAIL Checked CRJ NOT TO SCALE Project No. 2215-1902 NOTES: Sheet No, 1. SEE SHEET C7 FOR SIDEWALK LOCATIONS. 2. VDOT A4 CONCRETE (4,000 PSI @ 28-DAYS) C9 Of ` U 0 vi I- z a ry 0 Ld Q n N O Cn I N N �/.�3iia Sf`zradRsa+.�z�ra:bk¢rad'tla:�:ix� QERVi ,inia Runoff Raductien Method Re-DevapapmanI Compliance 50reidsheet • VaraDn.3,Q 9hL? R, yRSpecij,:�L:•ni L:T 20LI Stds A `•pas Site Summary -Fmi Y V eieIBO p.;.SKlhli LRr Euv_ .TCR.% AIR :;1_1 wEnT Date., 44250 Toth Ralnfad Nn}r qT Tot #LHsrirhedAcree:1 0.347 Site Land Cover Summary o con r r a r• 1 o.t Foreft/cpat (arrest r_vro O ^. .C•Q. QM 0100 0 t,lana-rd Turflatretj etv 0.18 ac0 0.i3 0.32 ;4 Impetuous cover tacra4 01Q1 aro Q.0:1 04Z 5 a & .: I.: '� >f ss ,•";.t Asoh 65cds CsoIs DsoIs Total Mof iot# FOraat/C¢en tatf asl ^+S+ 0410 QCO 4.0D Q.r.D 0 Marta;af Turf }acres} arc 4:13 aco Imperious Cover Ixte:} rA Q.Q. QC8 ^•m 0.51 ,1 2.34 12 Srce Tv and Land rov rs ffutrl znt Lai ds •!' k,t " n�'� Final Pnst-Dzveln puleflt Po Post Post- Pre.: 7 p'ffa•Rco-k+pmmt. -Adjusted st- tle avdopment 0e-"P man' R4Qz"Lef7pnk'nt At+ealm m•'ru... P sV. tii-Icvcrvrausl site Rv Q.31 0.z1 Q• 0.27 Treatment Vdumetfe) 373 TP Load llbfYrY 0=1 o13. Total Tp load ftadu ciao Required lihtttt OLDS Q.�A ' �N - r rfnalposvoewfopntent-Load Pry IPost'FFDavdopment p.. New lop"oust F�Det4lnp(rent Tra Load llb%ytj 1;0 " Prz- RBD=dEhpment Fin at Po at PostiizDevelopment[P TPLgadpaiue TP Load per.acra Lo ad per acre: tblacrzf 11h/atrelyrl liblain"Nl; Q.51. 0,7Q. 0.54 .. _.. _.. _.. _.. _.. _.. _.. _ ..-..-..... _.. _.. _.. _.. _ .. -.. _.. _.. _.._.. _.. _.. _ .. _.. _.. _.. _.. _ .. _.. _ .. _.. _.._.. _.. _ .. _.. _.. _.. _.. _ .. _.. _ Site Compliance Summary hlarpq:imKRsducran Rc+q•�r=d tldaov ��„�. Pre-ftrlla�bperaR to J Total Runotfvolume rxducdo [fel o Total TP Load Rducdonirhiewd tlbfA 410. TotaITUtoad Reducdonl+cN eve3 tlbfyq ago Re ainia;.pa# Daelopmeat Tp Load n2}. ilblyd Remainh, TP lead Rzductionlib[A Raluirad 381 8 28" N 38" 8' 13" N 723420 723470 723520 Mm 723620 3 Map Scale: 1:2,160 it printed on A portrait (83' x 11") sheet. � N Meters N 0 30 60 120 180 , \ 0 100 200 In ECO Map projection: Web Mercator Comer coordinates: WGS&A Edge tics: UrM Zone 17N WGS84 tl Natural Resources Web Soil Survey Conservation Service National Cooperative Soil Survey PURCHASE OF NUTRIENT CREDITS IN THE AMOUNT OF 0.05 LBS WILL BE MADE WITHIN HUC #020802040303 TO SATISFY PHOSPHOROUS REMOVAL REQUIREMENTS. PURCHASE OF NUTRIENT CREDITS SHALL BE COMPLETED PRIOR TO A CONSTRUCTION CONTRACT AWARD. Hydrologic Soil Group -Albemarle County, Virginia (CHO Parking Lot Elevators) Hydrologic Sall Group. M1a:tlntt 5xmhpl hlap unit 1ramP ', RaitnO. lr! AQI: Pzrcent of A0I a.Acres 47C Phloritonl sassy loam. P' A 1.4 10_8; N tQ 15 caCcf t.5nopes �v�J I7 Fairy 1i 5:indy loans. 2: B. 3R. 28,:1% IQ 7 percenj slopes Z,9J Ll4orttl"ntc,ioafq.2.tD: a.q 43.2 c 25 peicent slopes �-'45 Toa51..aiiy Ioam, 2 to 7 6 1;4 1 G.0 o p _i -e 11 slopes 2AC To35i 53 ,dy loam, 7 to B 0.2 LA% 15, pet.ent slep5 FT Q WN n 38- 8' 28" N F3 38e 8' 13" N 72372D 4/4/2021 Page 1 of 4 H - HEIGHT IN FT. A-1' ' BASE - 4/10 H EARTH - 100 LBS. H 3 v D ° 0 CONCRETE - 150 LDS. //� ' r • . � ANGLE OF REPOSE - 1 ye 1 a r a POROUS BACKFILL o 100 LBS./CU. FT. D ,, v , ° ' #78 OR #8 AGGREGATE OR CRUSHED GLASS r MEETING #78 OR #8 GRADATION REQUIREMENTS r t� r m 3" DRAIN PPE W APART • • ' r r WEEP HOLE WITH 12"X12" PLASTIC HARDWARE CLOTH 1/4" -_ • r • r MESH OR GALVANIZED STEEL r + WIRE MINIMUM WIRE DIAMETER 0.03r',*4 MESH HARDWARE o CLOTH ANCHORED FIRMLY TO 4 `7 r r OUTSIDE OF STRUCTURE. 'v ..°1 • .r .r is �'r• r 'r' r 'r•� D ° D , ° ' B-4/10H 1-9 NOTE, IF COMPRESSION AT TOE EXCEEDS SAFE BEARING CAPACITY OF SOIL, A SPECIAL FOOTING IS TO BE USED. DEPTH OF WALL IN GROUND DETERMINED BY CONDITIONS. TO BE NOT LESS THAN SPECIFICATIONERENCONCRETE GRAVITY RETAINING WALL - REFERENCE E 1 `�our LEVEL BACKFILL ROAD AND BRIDGE STANDARDS 606 REVISION DATE SHEET I OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 401.01 74'PREMOLDED JOINT FILLER- *yd.x 9" WATERSTOP SEE DUAL * %a" X 8" WATERSTOP 2016 2016 ROAD & BRIDGE STANDARDS OF JOINT WITH ASPHALT BACK ' D *ALL TOP �1- WATERSTOP • ' 4" X 4" DETAIL • ° ' ' KEYED JOINT TOE OF WALL ! WATER STOPS TO BE ELASTOMERIC OR OTHER APPROVED °' ' , MATERIAL. DIMENSIONS SHOWN ARE ABSOLUTE MINIMUM. D r °. . EXPANSION JOINTS AT INTERVALS NOT EXCEEDING 90'. HEIGHT OF WALL "H" N FEET THICKNESS AT TOP "A" N FEET THICKNESS AT BASE B-.4H COMPRESSION AT TOE LBS. PER SQ. FT. AREA OF SECTION SQ. FT. 2 1'-0" 1'-0" 027 2.63 3 " 1'-2%" 1009 3.93 4 " 1'-71/�" 1369 5.63 5 it 2'•0" 1709 8.13 5 " 2'-4Y4" 2049 10.83 7 " 2'-g%" 2385 13.93 8 it 3'-2%" 2720 17.43 9 it 3'-71/4' 3054 21.33 10 " 4'-0" 3386 25.63 11 4'-4Y4" 3718 30.33 12 4'-g%" 4050 35.43 13 5'-2%" 4381 40.93 14 " 5'-71/�° 4712 46.83 15 6'-0" 5043 53.13 RW-2 SAFE BEARING CAPACITY OF SOIL ROCK MINIMUM............................................................... 10.000 20.000 LBS. PER SQ. FT. GRAVEL AND COARSE SAD. WELL CEMENTED .............. 16.000 - 20.ODO LBS. PER SO. FT. CLAY IN THICK BEDS. ALWAYS DRY...............................12.000 - 16,000 LBS. PER SQ. FT. CLAY IN THICK BEDS, MOOERATELY DRY ....................... 8.000 - 12,000 LBS. PER SQ, FT, CLAY. 50FT...................................................................... 2.000 _ 4,000 LBS. PER SQ. FT. SA•D, DRY, COMPACT, AND WELL CEMENTED ................... 8.000 12,000 LBS. PER SQ. FT. SAND. CLEAN. DRY............................................................ 4,000 8,000 LBS. PER SQ. FT. ALLUVIA_ SOLS, ETC ....................................................... 1,000 - 2,000 LBS, PER SO. FT. 2016 ROAD & BRIDGE STANDARDS 2016 ROAD &BRIDGE STANDARDS RW-2, 3 NORMAL FLOW PVC REMOVABLE NIL-IIV uVIV IVLV IIVIV YYI In . UP STREAM PIPE AS REQUIRED 18%18%4" DRAINAGE CLEAN -OUT DETAIL NOT TO SCALE NOTES: 1. CLEAN -OUTS TO BE ON 100' C.-C. MAX, SPACING. rA \� CD O CC) Z 0 CO W (-14- CD �7 . , co co O Z Ln cn co U O W z Z Z C/) O z Cf) U p� tz GROUND SURFACE COMPACTED BACKFILL VARIES 18" Q 4 Cq 8 OZ. NON -WOVEN FILTER FABRIC. OVERLAP 18" SEE NOTE 4. ^^^III �.{LO O _0 o o OPEN GRADED o AGGREGATE o (VDOT NO. 57) oL `��• 4" PERF. PVC 24" DRAINAGE PIPE.co CCS NOTES. 1. UNDERDRAIN TO BE INSTALLED AT LOCATIONS SHOWN ON z2R© o't 6 SHEET C8 AND ARCHITECTURAL SHEETS. h O C2>oL 2. PIPE ENDS SHALL BE COVERED WITH 3/4" X 3/4" MESH, V j� 17 GAUGE,: GALVANIZED HARDWARE CLOTH, SECURELY FASTENED. jy 3. GEOTEXTILE FILTER FABRIC INCIDENTAL TO UNDERDRAIN UNDERDRAIN DETAIL PAY ITEM; NOT TO SCALE 4. 8 OZ. NON -WOVEN . FILTER FABRIC TO BE MIRAFI 180N, US FABRIC 205NW, OR APPROVED EQUIVALENT. �. ^ ^I f1-+-1 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. I ; ��L: 1, :). :a. .'!..•l•.��tl. VERTICAL GROOVE l f / 1 1 4 1 ) 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 GENERAL PUBLIC. AS A GENERAL 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 SAE TREATMENT. IF ENVROMENTAL CONSIDERATIONS DICTATE, OTHER TYPES Of TREATMENTS CAN BE USED 7%" BRICK SPECIFICATION REFERENCE SUGGESTED RUSTICATION TREATMENTS -FOR •� `varr ROAD AND BRIDGE STANDARDS RETAINING WALLS 608 REVISION DATE SHEET 1 OF 1 VIRG14A DEPARTMENT OF TRANSPORTATION 401.03 2016 ROAD & BRIDGE STANDARDS PB 1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL---4,,TOP OF FILL TOP OF FILL GROUND LINE = GROUND LINE = GROUND LINE x IT ' rrrrr rrrr rrrr rrr rrrrr rrrr rrr rrr rrrrrr �r �� _ EARTH - s _ rrr d rr ROCK OR } rr d r EARTH + ❑ ❑ SOIL UNYIELDING ❑ 1 0 o BEDDING - UrrTiLLIFF MATERIAL. v MIN.1/f0 D BEDDING I X D X MIA. p X DLL1 X BEDDING MIN.1/10 D _ 4 MATERIAL MATERIAL X D X /" PER 1.OF H fMfN.8",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 x D MIN. 1.5 x D MIN. 1.5 x D {� MIN. 1.5 x 0 MIN. 1.5 x D TOP Of FILL TOP OF FILL 1 TOP OF FILL X z _ - rrrrrr,. rrrrrrr . - r - rrrrrr r r rrr r rrrrrrrrrrrrrr rrrrrr r r = - rrrr rrr - r r: �_ �� ' it - rr - :rrr rrrr - - 3'.•:•.•}'.•'.•'.• , r r rrrrrrr r r T rr rrrrrrrrrr r r r -rrrrrrrrrrr rrrrrrrrrrr = iv ;' rrr rrr = rrrrrrrrrr --GRO r r GROUND rr rr ;'r:;;: •: •: _ GRO ND rrrrrrrrrr +o LINEUNDLNE ❑ w -LINE - I I - - =LLF c _ I t EARTH UL I ROCK OR 7 MIN.1/10 D - UNYIELDING MIN. 1/10 D X D X BEDDING MATERIAL �_ • PER - SOIL 1" OF H X D X ^ - TTl-1T m- 'T MIN. 1/10 D BEDDING EARTH BEDDING MATERIAL MAX.24" MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERIAL. IN ACCORDANCE WITH EMBANKMENT SECTION 302 OF THE ROAD AND BRIDGE ® NOTES' SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, CLASS I BACKFILL MATERIAL IN ACCORDANCE SEE INSTALLATION OF PIPE CULVERTS WITH SECTION 302 OF THE ROAD AND BRIDGE AND STORM SEWERS GENERAL NOTES SPECIFICATIONS. REGULAR BACKFILL MATERIAL IN ACCORDANCE ON SHEET 107.00. rrrrr FOR PLASTIC PIPE CLASS I BACKFILL MATERIAL WITH SECTION 302 OF THE ROAD AND BRIDGE CRUSHED GLASS CONFORMING TO THE SPECIFICATIONS. IN ACCORDANCE WITH SECTION 302 OF THE ROAD SIZE REQUIREMENTS FOR CRUSHER RUN AND BRIDGE SPECIFICATIONS. AGGREGATE SIZE 25 AND 26 MAY BE USED IN PLACE OF CLASS I BACKFILL. rrrrr FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. 1V DOT INSTALL. OF PIPE CULVERTS AND STORM SEWERS SPECIFICATION REFERENCE ROAD MO BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD "All 302 SHEET 1 OF 4 REVISION DATE 07/12 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 107.01 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 Sig nature, contact Design Professional. �p,1,TH 0�, O� Pr�� 8 CHR TOPH. ER Lic. No. 039401 ONAL Date APRIL 2021 Scale NONE. Drawn JPM . Checked CRJ Project No. 2215-1902 Sheet No. CD 0 vi Q I— w C) U V) 0 N N 1" CROWN FINISHED GRADE 4,'d 4•:`. CONCRETE FOOTING i. VDOT A3 (3,000 PSI) MIN. 3' •4• FENCE POST d BRICK OR CONCRETE 6" (MIN.) VDOT NO. 57 6" (APPROX.) (TYP) 12" FOR LINE POST 14" FOR END OR CORNER POST FENCE POST FOOTING DETAIL NOT TO SCALE GROUND - CONNECTORS CADWELD CONNECTION - TO GROUND ROD CLAMP TO STRETCHER BAR -#6 BARE COPPER 6" MIN. L 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. —10' MAX. 10' MAX. 1 TOP RAIL 1-5/8" TYPICAL LINE POST MIN OD (TYP) 2.5" MIN. O.D. TYPICAL END OR-- CIRCULAR CORNER POST 3" O.D. CIRCULAR. 12-1/2 GAUGE BARRED WIRE 2" MESH 9 GAUGE AS REQUIRED BLACK VINYL' COATED FABRIC TENSION WIRE 36" 36" (TYP) (TYP) CONCRETE FILL : " TYPICAL END OR CORNER POST 3" O.D. 6" MIN. 14" 12 14 VDOT NO. 57 (TYP) TYPICAL BLACK VINYL CHAIN LINK FENCE DETAIL NOTE: NOT TO SCALE 1. END POST SHALL BE INSTALLED AT EVERY 500' INTERVAL IN STRAIGHT SECTIONS OF FENCE, AND AT ALL CHANGES IN DIRECTION OF FENCING. SIL T FENCE EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT STEEL OR WOOD POST10 MAX --� FLOW FLOW WIRE TSU PP OR TACING FENCE WITH 6 FT MAX SPACING WITHOUT /WIRE SUPPORT FENCE STEEL OR WOOD POST 36" HIGH MAX 12" MIN. PONDING HT. RUNOFF ��f�,•: gyp` �� W� � 12" MIN. • ` 4 x6 TRENCH �. WITH COMPACTED GRAVEL BACKFILL STANDARD DETAIL ALTERNATE DETAIL 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. PONDING HT. FILTER FABRIC ATTACH SECURELY TO UPSTREAM SIDE OF POST. RUNOFF �- 9" MAX. (RECOMMENDED) STORAGE HT. 3" RADIUS CONCRETE CAP 6" DIAMETER STANDARD PIPE — (FILLED WITH VDOT A3 CONCRETE). MOUNT 6" SQUARE WHITE BOLLARD COVER AS REQUIRED IN SPECIFICATIONS. SLOPE CONCRETE TO DRAIN VDOT CLASS A3 CONCRETE — POURED AROUND BASE (TYP.) 1, d 9 P. C a ;4 e 1" d. 1 • N d° •d ° 4 d°• • v dd •d o 3'-6" 3' a —•—I �-- 4" (TYP.) PIPE BOLLARD DETAIL NOT TO SCALE INLET PROTECTION INLET PROTECTION EC-6 (TYPE A) (TYPE B) NOTE 2 SEE NOTE 1 ,/� NOTE 1 — CURB INLET r 0�low I ° 15" TEMPORARY p --v— FILTER BARRIER p • _ .9 ADJACENT TO CONCRETE F�' 0 V� SEE STANDARD EC-5 FOR TEMPORARY FILTER " X %" MESH GRAVEL FILTER CONCRETE BLOCK CHECK DAM BARRIER INSTALLATION HARDWARE CLOTH *3 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 SEE aril = I t *3 COARSE NOTE 1 SEDI'MENT 'I Wick AGGREGATE X % MESH HARDWARE CLOTH CURB INLET SECTION A -A 2" x 4" WOOD STUD CONCRETE ADJACENT (TO KEEP FRONT BLOCKS IN PLACE) GUTTER (TYPICAL) )KIF CHECK DAM IS LOCATED INSIDE CLEAR ZONE AND ADJACENT CONCRET TEMPORARY 64 ANO AD MAXIMUMYHSS TO BARE 12",ING � COMING TRAFFIC IS TO BE FILTER SECTION VIEW 1211 CONCRETE SPECIFIC APPLICATION DITCH FL INLETS WHERE OF INLET IISSINECESSPRYU� TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. FODIMEN AGGREGATE REBAY NOTES SECTION B-B 1. POSTS AND TOP RAIL SHALL BE A NOMINAL 212" X 2%" OR A 3" DIA NO. 2 SOUTHERN PINE A NOMIN 2" X ' OAK, OR STEEL HAVING A MIN. WEIGHT OF 1.25 LBS. PER NOTE LINEAR FOOT AND A MIN. LENGTH OF W FOR TEMPORARY 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 VOOT PROJECTS AND ARE FOUND ON VDOT'S SPEL LIST, MAY BE SUBSTITUTED FOR THE DROP INLET PROTECTION DEVICES DETAILED HEREON. 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 E NSTALLED WITH TEMPORARY DIMENSIIONS OFB12" DEPTH, 2' WIDTH AND 6' LENGTH. SPECIFICATION REFERENCE INLET PROTECTION xv=r 107 (TYPE A AND B) ROAD AND BRIDGE STANDARDS 242 REVISION DATE SHEET 1 OF 2 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 113.09 18" cn _H N o0 O c 1 "C', 2 c O ��4Go z `' �77 Q Q1 I` I-` H W � 18' (TYP) ^� A 7 N Ln :4 ('0 CO d- W � o CD 7- o cl 7- 1"� Z O ~I 4„ WIDE 9 �- (TYP) .0' Z 2 W TYPICAL PARKING a V 0 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. Z z F- w O ZO C/� U Z o M 0 Z - w o ' 0 F7 3, o: 1 '-I-YELLOW �1 \ (TYP) -N • C1A PARKING CROSS -HATCH MARKING D ETAI L Cq NOT TO SCALE NOTES: Cq 1 � 1. SEE SITE PLAN FOR LOCATIONS ADJACENT TO EACH ELEVATOR �..I PAVILION.' Lo 2. ALL PAVEMENT MARKING MATERIALS AND APPLICATION TO BE IN 4.D O ACCORDANCE TO VDOT SPECIFICATIONS SECTION 704 FOR TYPE A O OR TYPE :D-1 PAVEMENT MARKINGS. W o 12" ^ Z Q� 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. g,�,LTH OP CHR TOPH JER Llc, No. 039401 �`pIONAL Date APRIL 2021 FIRE HYDRANT SIGN DETAIL NOT TO SCALE NOTES: 1. SIGN TO BE ALUMINUM. 2. ALL FASTENERS TO BE GALVANIZED OR STAINLESS STEEL. Scale NONE Dawn JPM Checked CRJ Project No. 2215-1902 Sheet No. C�1 Of C� 0 0 0 w V) N 0 G) 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 any portion of the site. Temporary soil stabilization 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 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 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 or 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 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 be opened at one time. b. Excavated material shall be placed on the uphill side of trenches. c. Effluent from dewatering operations shall be filtered or passed through an 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 backfilling trenches shall be properly compacted in order to 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 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 Lite 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 shall not 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. 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 (ii!) 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 July 1, 2014, the flow rate capacity and velocity requirements of § 62.1-44.15:52 A of the Act and this subsection shall be satisfied by compliance with water quantity 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 INLET PROTECTION EC-6 (TYPE A) (TYPE B) SEE NOTE 2 SEE NOTE 1 SEE CURB INLET NOTE 1 CD III 15" TEMPORARY - �- FILTER BARRIER ADJACENT TO "CONCRETE SEE STANDARD EC-54�� FOR TEMPORARY FILTER" X' MESH GRAY TLFEL II ER CONCRETE BLOCK CHECK DAM BARRIER INSTALLATION HARDWARE CLOTH iF3 COARSE AGGREGATE REQUIREMENTS TYPICAL TREATMENT FOR TYPICAL TREATMENT RUNOFF OVERFLO DROP INLET WITH CONCRETE FOR DROP INLET WATER WITH FILTERED WATER GUTTER WITHOUT CONCRETE GUTTER IMEN r SEE u1il II _ FWII 03 COARSE 1 SEDIMENT =ram i1. s, 1 !! P0' PIT m AGGREGATE X MESH m IIII / 1� HARDWARE CLOTH 4 CURB INLET SECTION A -A 24 x 4" WOOD STUD CONCRETE ADJACENT (TO KEEP FRONT BLOCKS IN PLACE) GUTTER (TYPICAL) *IF CHECK DAM IS LOCATED I1SDE CLEAR ZONE AND ADJACENT CONCRETE TEMPORARY TO A TRAVELWAY SLOPE FACING ON COMING TRAFFIC IS TO BE FILTER 6.1 AND MAXIMUM �I IS TO BE 12". ARM SECTION VIEW t2 OTTER X SPECIFIC APPLICATION IXTC__ HFILQw ,�,� ?q* THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY -� . 1 TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. 1T *3 COARSE SEDIMENT AGGREGATE FOREBAY NOTES SECTION B-B 1. POSTS AND TOP RAIL SHALL BE A NOMINAL2�2" X 2%" OR A 3" DIA. NO. 2 SOUTHERN PINE, A NOMINAL 2" X �' OAK, OR STEEL HAVING A MIN. WEIGHT OF 1.25 LBS. PER NOTE: UNEAR FOOT AND A MAN. LENGTH OF 5'FOR TEMPORARY 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. IF GRAADE,,AA CHECK D M oS R QURED FOR INTHESIp CH 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. SPECIFICATION INLET PROTECTION 1VD= REFERENCE 107 (TYPE A AND B) ROAD AND BRIDGE STANDARDS 242 REVISION DATE SHEET 1 OF 2 303 VIRGINIA 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 anal 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 pavilion canopy drainage system, asphalt paving, stabilization, landscaping, and miscellaneous items. Disturbed acreage = 0.34 acres. II. 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 Sandy Silt with Unified Soil Classification of ML. This layer is 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 by shoveling or sweeping and transported to an approved location when sediment is removed in this manner. 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 STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT STEEL OR WOOD POST F L TMAX SPACING TM SUPPORTF FENCE MAX SPACING WITHOUT WIRE SUPPORT FENCE PONDING HT, PONDING HT. STEEL OR FILTER FABRIC WOOD POST ATTACH SECURELY 36" HIGH MAX TO UPSTREAM SIDE OF POST. RUNOFF RUNOFF � 9MAX. "♦� (RECO"MMENDED) STORAGE HT. OAP, •�' 12"IMIN.� 4"x6" TRENCH 12" MIN. WITH COMPACTED GRAVEL BACKFILL STANDARD DETAIL ALTERNATE DETAIL TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL 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. cn A 0 h1 o Z Q 2 m r Z 0 2 � w Z w co C/) CO H 0 Z Lr) � C)U0 W U f H o C� 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 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 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 . h � O V �Cq O • r-1 ,, o �`y O Lime 4,000 #/acre A Fertilizer 1,000 #/acre of 10-20-10 Q Mulch 2,000 #/acre OI� 4N Temporary Seed See Table This Sheet I O ITO Stabilization measures shall be applied to earthen structures such as dams, diversions, v ditches, water course beds and banks immediately after installation (Std. & Spec. 3.36 O VE&SC Handbook). SEQUENCE OF CONSTRUCTION W O C 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 c) 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 co of these permits shall be rovided to the copy P p b. Before newly constructed conveyance channels are made operational, adequate outlet Engineer prior to commencing land disturbing activities. protection and required temporary or permanent channel lining shall be installed in both 2. The Contractor must give 4pre-constructionO g 8 hours notification to schedule a +� the conveyance channel and receiving channel meeting with the Albemarle County Erosion Control Inspector. Contact [Tl O Albemarle County Community Development at (434) 296-5832. �1 ^ 9. a. Cut and fill slopes shall be designed and constructed in a manner that will minimize I-+-1 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, Design Professional's electronic or digital seal or signature is effective 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 only as to that version of this significant storm event. The project superintendent shall be responsible for the document as originally published 9 p 1 p p plans) identified on Sheets C3-05 of the plans. The south elevator pavilion shall by Design Professional. Design installation and maintenance of all erosion and sediment control practices. be constructed first in its entirety, followed by the north elevator pavilion in its Professional is not responsible for entirety, and finally the demolition of the existing central elevator and its flanking any subsequent modification, 11. The plan approving authority must be notified one (1) week prior to the preconstruction stairs. corruption,or unauthorized use of conference, one (1) week prior to the commencement of land activity, and one (1) week such document. To verify the prior to final inspection. 6. Stabilize the site with vegetation and mulch according to the project validity or applicability of the seal or signature,contact Design ' specifications. Dust control and dewatering efforts shall be continuous Professional. 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 p,LTH o the disturbed soils areas resulting from the disposition of temporary measures shall be landscaping per the project landscaping plan. permanently stabilized to prevent future erosion and sedimentation. 8. Continuing maintenance practices shall be performed to insure protection of 13. Responsible Land Disturber (for design only): Christopher R. Jaeger, PE # 039401. downstream properties. CHR TOPH JER 14. Whenever sediment -laden water is removed from a construction site b means of pumping, a LIC. No. 039401 Y p p 9� 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 shallO �� yZa2 the water being discharged from the site. be removed. `4IONAL 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 bate IL 202 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 AP R 1 rainfall or weekly, whichever is most frequent, and should be cleaned and repaired Virginia Regulation VR 625-02-00. Scale' according to the following schedule: NONE Drawn REK 1. Erosion and sediment control will be checked regularly for undermining, deterioration, buildup or clogging with sediment. Corrective action will be taken immediately. 'Checked.` CRJ 2. All seeded areas will be checked regularly to see that a good stand of grass is Project No. maintained. Areas should be fertilized and reseeded as needed. 2215-1902 3. All temporary erosion and sediment measures shall be removed within thirty (30) days sheet No. after final site stabilization is achieved and vegetation is established. C12 Of LIGHTING FIXTURE SCHEDULE TAG SYMBOL LOCATION MANUFACTURER CATALOG NUMBER LAMPS VOLTS 0 FIXT. LUMENS LLF FIXT. WATTS Q O PAVILION CANOPY PRESCOLITE LF4ML1530K8 4000K 120/277 1 1,500 1.0 21.7 QB O TOWER SOFFIT SIGN LIGHTS ALPHABET NU3 RW 13LM 40K WW UNV NC WH 4000K 120/277 1 1,050 1.0 17 © 0-0 LONG TERM PARKING HUBBELL CL1-90L-AD-U-4K-4-105-BL--BC CIMARRON CL1 SERIES 184 LEDs - 4000K 70CRI 120/277 1 15,127 1.0 325 NOTES: 1. SEE DRAWING E3 FOR FIXTURE DETAILS. 1 , - I , ' v) 1 1 1 /1 • • 1 I 1 1 I 1 I 1 1 e I • ' 11 r I 1 I I 1 CROSSWALK 1 1 1 I 1 ❑ 1 I 1 1 I ' I I 1 I I • ; � I I j I I I j + + ; ' I STAIRWAY 13.1 12.0 10.0 1 I j• +11. +9.7 I 1 11.8 I ROOF OUTLINE 1 + + 1 +,13.0 i 12.5 10.5 +t13 • 13.5 13.1 11.6 1 1t +( i i I I I i A +11.6 611.1 +10.0" 1 1 1 1 I 1 I + + + + 6.6 9.9 9.4 8.5 , • +5.3 +8.0 97.8 +6. 1 , I 1 i+6.4 +9.2 +9.6 +8.5 +6. +0A +1.7 +21 I +4.4 +9.8 +11.3 +11.6 +11.8 +9.5 4.6 1 +0.3 +0.3 + I .7 +9.0 +15.5 +18.6 +19.3 +17.5 +14.1 +6.2 +11 +2.1 + D.9 +9.2 +15.5 +18.7 +19.2 +17.3 +14.1 +6.1 +1.4 +1.6 +1.1 1 +4.7 +9.2 +10.5 +10.4 +10.4 +7.8 +2.9 +0.1 +1.1 + .4 1 1 + 0.0 + 0® + 0.8 + 2.1 + + + + 2.2 1.9 2.3 1.7 .0 1 + + 0.2 .1 `{0.4 �0.6 4(7 �1.0 +1.3 -1.3 �1.2 +1.0 +0.6 77 08 0.5 +0.3 +0.5 +0.6 +0.8 +0.9 +1.0.+1.0 +1.0 +0.9 +0.7 +0\+0.5 +0.3 LOWER LANDING SOUTH ELEVATOR TOWER LEVEL PLAN LIGHTING PHOTOMETRICS o 1 I I 1 1 1 1 1 1 I + 4.7 + 7.2 + 8.6 + 9.3 + 9.2 + 8.2 + + + I 6.5 3.7 1,3 1 1 -1 1 + 6.6 + 9.2e + 11.1 + 13.0 + 12.5 + +10.4 + + + 1 8.6 5.3 20 1 I 1 +7.7 +11.1 +13.3 +15.1 +14.6 +12.5 +10.3 +6.1 +21,1 1 I 1 1 I 7. +12.4 +14.8 +15.7 +15.6 +14.1 +11.1 +6.2 + .1 I +11.5+13.7+15.5+15.0+13.0+10.6+6.2 + 1 +7.7 +11.1 +13. + +14 7 +12.5 +1 n 2 + +42 1 +79 +12.2+14. 15 + .5+14 1 .0+ +' 1 I 1 +7.9 +12.0 +14. + .6 +15 + .6 + 0. 6 +211 I 1 +7.7 +11.b +13.1 15 + .6. 2. 1 .2 + .1 +2(.2 1 1 1 1 +7.9 +11.9 +14.1 .6 +15. 1 A + 6. +41 j I +7.9 +12.3 +14. +15. 1 .5 + 4. 1 + +41 I UPPER WALKWAY +7 7 +11, +13. +1 .2 + 4. e1 + 0.3 +6 + , CROSSWALK 1 +7.8 +11.4 +13. 1 + 2.9 +1 .5 + +212 I I 1 +7.9 +12.4 +14. 1 + 5.6 +1 + .1 6. +1 I J +7.8 +11.5 +13. + 5.5 +1 .1 + 10 1 +42 e O I j +7.7 +11.1 +13.3 •1 A (TYP) 1 1 +7.9 +12.2 +14.6 + 5.7 +15.5 + .0 +11.0 +6.3 +$1 1 1 +7.9 +12.0 +14.3 +1 i .2 +a1 12 1 ' +11.t +13.2 +1 i ' .1 1 i i 7. +11.9 +14.2 +1 .2 + 1 1 j +7.9 +12.2 +14.7 +7.5 +10.� +12.8 UPPER WALKWAY LII I +6.3 +8.9 +10.9 i I i +4.1 +6.6 +8.8 : ' 1 � +1.9 +3.5 +5.9 i ' i ROOF OUTLINE 1 • � i j+1.4 +2.9 +6.0 I 1 +3.2 +5.5 +9.2 1 • 1 +5.6 +8.5 +12.1 I 1 - +9.8• +12.8 • +11.2 +14.0 +16.8 +17.6 +15.9 +12.7 +0.0 1 +11.6 +14.8 +16.6 +16.5 +14.4 +10.4 +5.2 1 j ' ' PPER LEVEL +11.0 +13.8 +16.5 +15.7 +12.7 +9.3 +4.7 +9.7 +12.2 +15.0 +14.1 +11.0 +8.1 +4.2 1 +12.5 +15.8 +17.8 +17.3 +14.6 +10.7 +6.3 1 1 1----------------------------------J UPPER PLAN AND WALKWALKWAY - LIGHTING PHOTOMETRICS SCALE: 1" = 10'-0" 1 I 1 1 1 • e CROSSWALK STAIRWAY 11 9.7+-4.3+ 11.8� ROOF OUTLINE A (TYP) - n e • O ' 1: 1 + + j + Q + f 8.5 9.4 9.9 6.6 1 U 1 1 j.9+ 7.8" 8.0+ 5.3+ • 1 I + 1.7+ I 0.0+ 6.8+ 8.5+ 9.6+ 9.2+ 6.4+ 11 0. + + 0.3 I + 0.3 I + 4.6 + 9.5 + 11.8 + + 11.611.3 + 9.8 + 4.4 0. 2.1 .5 6.2 14.1 17.5 19.3 18.6 15.5 9.0 + 1. + 1.6+ �1.5 6.1+ 14.1-�•- 17.3+ 19.2+ 18.7+ 15.5+ + 9.2 0. + + 1.1 I + .9 + 2.9 + 7,8 + 10.4 + + 10.4 10.5 + 9.2 + 4.7 1 1 0.'+ 0.2+ 0. 1.7+ 2.3+ 1.9+ 2.2+ 2.1+ 0.8+ 0.0+ ®0+ 11 0.5 0.6+ 00.8+ 77 17 1.3� 1.4� 1.3+ 1.3� 170.8� 0.6� 0.4+J 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+ LOWER LANDING NORTH ELEVATOR TOWER LEVEL PLAN - z�LIGHTING PHOTOMETRICS �g ELECTRICAL LEGEND LIGHTING CD 0-0 AREA SITE LIGHTING FIXTURE ��,~j 2 F-+-� O fi 0 OPEN DOWNLIGHT FIXTURE z A 0 RECESSED WALL WASHER 7- FIXTURE H cq EXISTING POLE MOUNTED LIGHT FIXTURE ,10 ALIGHTING FIXTURE TYPE SYMBOL. �' w SEE LIGHTING FIXTURE DETAILS, z 2 w - ', e i�"�•f?�:va � a"• ��"' , a� _ PP � r j ttia,� anti TYPICAL LIGHTING:aaT W NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF Po o z 1 LUMINAIRE AND SHALL BE o 1.6+ 3.7+ 6.5+ 8.2+ 9.2+ 9.3+ 8.6+ 7.2+ 4.7+ 1 > ARRANGED OR SHIELDED ,TO W w ' ;- 2 o 2.p+ 5.3+ 8.6+ 10.4' 12.5+ 13.0+ 11.1+ •9.2+ 6.6+ REFLECT LIGHT AWAY FROM 1 1 I ADJOINING RESIDENTIAL DISTRICTS 2;1+ 6.1+ 10.3+ 12.5+ 14.6+ 15.1+ 13.3+ 11.1+ 7.7+ ; AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM 2 1 6.2+ 11.1+ 14.1+15.6+15.7+14.8+12.4+ 7 9 j ' LUMINAIRES ONTO PUBLIC ROADS 21+ 6.2+10.6+13.0+15.0+15.5+13.7+11.5+ 78 AND PROPERTY IN RESIDENTIAL -0R a� w 2Q+ 6.1+10.3+12.5014.7+15.2+13.3+11.1+ 7.7+ 1 RURAL AREAS SHALL NOT EXCEED 211+ + 0 4. +1 5.7 4.6+12.2+ 7.9+ 0.5 FOOTCANDLES. M 2i1+ .2 10. + 6 5. '1 4.3+ 12.0+ 7.9+ 2.' + 1 + .2 2. 1 6 5. 3.1 +�1.0+ 7.7 + i PHOTOMETRIC DATA PROVIDED BY -�-� 11 PACE COLLABORATIVE.^l •� 1W 2i1+ +1 + 4+15. +1 6 4.1+11.9+ 7.9+ 1 1 211+ 0+ 1 + .5 15. + 4.7+ 12.3+ 7.9+ 1 UPPER WALKWAY v CROSSWALK 2.+ +1 . 6+1 . + 2 3.3+ 11.1+ 7.7+ E M 0 �2.' +2+ +1 0+1 3.6+11.4+ 7.8+ 1 ' O + + + + + + + f 1 �✓ 2I1+ 1 1 4.8 12.4 7.9 1 + + + + + + + + 1 T"'I 2.Q � 0. 1 0 15. 3.8 11.5 7.8 L- � W � + + + 3.3+ 11.1+ 7.7+ Off► 0 A(TYP)211+ 3+ 11.0+ 14 + 15.5+ 15. 14.6+ 12.2+ 7.9+ `I 0.1' + + + + + 2�114.3+ 12.0+ 7.9+ Q� O Ei 1 I ^II 2. + 6. � + • + • .1+ 13.2+ I I.O+ 7 + ' a� � ° 2 1+ 6. ; +i 3. 6 + . + + � 14.2+ 11.9+ 7 9 1 co 1 I ' 1 14.7+ 12.2+ 7.9+ 1 1 i I 1 • i I 12.8+ V.6+ 7.5+ � � � 0 UPPER WALKWAY I I + + + W I ( I 10.9 8.9 6.3 i O .!`t►1 � � rQ j I 8.8+ 6.6+ 4.1+ ' I1 ROOF OUTLINE ! I 5.9+ 3.5+ 1.9+ i Abk i 6.0+ 2.9+ 1.4+ i iJs 1 i , • 9.2+ 5.5+ 3.2+ 1 1 ' 12.1+ 8.5+ 5.6+ I , 0 • 12.8+ %.B+ 0.0+12.7+15.9+17.6+16.8+14.0+11.2+ 1 1 5.2+ 10.4+ 14.4+ 16.5+ 16.6+ 14.8+ 11.6+ UPPER LEVEL 1 1 + + + + + + + Design Professional's electronic or 4.7 9.3 12.7 15.7 16.5 13.8 11.0 digital seal or signature is effective ' • • + only as to that version of this 4.2+ 8.1+ 11.0+ 14.1+ 15.0+ 12.2+ 9.7+ document as originally published i by Design Professional. Design + + + + + 6.3 10.7 14.6 17.3 17.8 15.8 12.5 � - � Professional is not responsible for any subsequent uent modification, 1 1 corruption,or unauthorized use of 0 0 , such document. To verify the valid ityorapplicabilityofthesea l A(TYP OF 4) or signature, contact Design Professional. NLTH pF UPPER PLAN AND WALKWALKWAY o� LIGHTING PHOTOMETRICS KEY PLANC? R TOPH JER SCALE: 1" = 10'-0" Llc. No. 039401 s`S10NAL I r ; l Date APRIL 2021. Scale 1 "=10' * Drawn 0 PMW 0 Checked KJN Project No. 2215-1902 10 0 10' 20' Sheet No. 1 "=10' scale feet El Of r•� �n j A (TYP OF 2) +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.2 +0.•2 +0.3 +0.3 +0.4 + + /0.4 +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 C� +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 + + .5 60. +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 +0.1 +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 + 9 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. + 7 + + +0.9 +1.3 + + +0.8 ' + 1.3 +1.5 + +1.3 + + + +1.1 +1.3 + 9� 0. +0.7 +0.6 +0.8 +1.0 +0.8 + +0.3 +0.2 +0.1 +0.1 0.1 0.1 0.2 0.3 0.5 0.9 1.6 2.2 2.6 2.0 3 1.6 1.3 1.8 1.7 1.3 1.6 .3 4 t'.2 2.2 2.6 2.2 1.6 0.9 0.3 0.2 0.1 0.1 UD- 0.3 4. ,.4• ' 14 ••4 ' ad . a .d .•.a4 ... C 'o 4' r, d a. G a e�,C .•d a G .4 a' 4. '. 4a V . ' 4 • , d •. .a •' . +O + '° .4 •4 ,a• + d•aC • { '' 4-- •. .d ' + +a + 03 0.4 .6 0.8 1.2 1.7 2.4 3. 4.7 5 4 6.1 .2 6.5 8.4 7.7 5. 6. 6.1 54 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. Y.1 6 7 + 5.4 + + 3.6 3. + 4.1 + :�4 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 4 + 0.5 + .7 + 1.1 1.6 + 2.2 + 2.9 + 4.1 + 5.9 + 8 0 + 9.3 + .9 + 5.9 5,5 + 5.7 + 6. + 9. + 9.0 7 4 + 5.6 + .5 + 4.3 4.3 + 4.5 + 5.0 7. + + 4 + 6.7 + .7 + 5.5 5.9 + 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 +8.7 +9.0 + + .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 +7.2 +5.7 +4.9 +4.6 + . + + + + + + + + + + + + + + + + + + + LOCATION +OF DE�IOLISH�D ELEYATOR + 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 5.2 5.7 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 + 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 11. 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 + + + + + + + 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 P TYPICAL LIGHTING a . a GA co NOTE. o H co EACH OUTDOOR LUMINAIRE 7 /^ EQUIPPED WITH A LAMP THAT EMITS z .o 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO c� REFLECT LIGHT AWAY FROM z r� 0 z ADJOINING RESIDENTIAL DISTRICTS �'' w o AND AWAY FROM ADJACENT ROADS. l z THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS SHALL NOT EXCEED 0.5 FOOTCANDLES, W Q . o PHOTOMETRIC DATA PROVIDED BY PACE COLLABORATIVE. Z CO a O U U W 0 w c� CIO W � O � W C o � 1 o a O � �- ;4co a � x a� U Design Professional's electronic or digital seal or signature is effective only as to that version of this document as originally published by Design Professional. Design Professional is not responsible for any subsequent modification, corruption,or unauthorized use of such document. To verify the validity or applicability of the seal or signature,contact Design Professional. oAs.tp,LTH KEY PLAN CHR TOPH JA ER LIC, ['10, 039401 � PARTIAL SITE AT DEMOLISHED ELEVATOR LOCATION - LIGHTING PHOTOMETRICS 10NA 6 SCALE: 1" = 10'_0» r Date- APRIL 2021 Scale Drawn ,. Prnw o a o o Checked ... KJN Project No: 2215-1902 10' 0 10' 20' Sheet No. 1 "=10' scale feet Of ►\\ +2.3 .3 +2.5 +2.8 +2.9 +2.9 +2.8 +2. +2.3 + + 7 + 7 +1.8 +2.0 +2.2 +2.2 +2.0 +1. 1.7 + .3 1.3 + 3 +1.4 +1.4 +1.5 +1.5 +1.4 +1.4 +1.3 + 1. + 0 +1.0 +1.0 + 1.0 1.0 1.0 1. + 8 + .8 +0.8 +0.7 +0.7 +0.7 +0.7 +0 +0.8 + +0.6 +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 + 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 + + + + + + + + + + + + + + + --EXISTIN3 POLE MO NTED LIGHT FIXTURE (TY .) U.-J-- 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. 2 +0.2 s �., �• T I l t l 11 R Q A a. JT �•ira• � rr.�r-t• � � W l MA LUMINAIRE DESCRIPTION: 1. RECESSED DOWNLIGHT THAT PROVIDES VOLUMETRIC LIGHTING. 2. 16-GAUGE GALVANIZED STEEL MOUNTING PAN AND YOKE ASSEMBLY. 3. REFLECTOR IS DIE -FORMED OF 0.40 LOW IRIDESCENT ALUMINUM AND SELF -FLANGED. 4. GALVANIZED STEEL JUNCTION BOX WITH BOTTOM -HINGED ACCESS COVERS AND SPRING LATCHES. TWO COMBINATIONS 1/2"-3/4" AND THREE 1/2" KNOCKOUTS FOR STRAIGHT -THROUGH CONDUIT RUNS. CAPACITY 8(4 IN, 4 OUT) N0. 12 AWG CONDUCTORS, RATED FOR 90°C. 5. UTILIZES HIGH -BRIGHTNESS LEDS MOUNTED TO A METAL CORE CIRCUIT BOARD, ENSURING COOL -RUNNING OPERATION, CRb80. 6. HIGH -EFFICIENCY, INTEGRAL ELECTRONIC LED DRIVER. 7. CERTIFICATION: UL LISTED AND WET LOCATION AND TESTED IN ACCORDANCE WITH IESNA LM-79 AND LM-80 STANDARDS, 8. TYPE FE AND F1E PROVIDE 1300 LUMEN EMERGECY BATTERY. DETAIL BASED ON PRESCOLITE "LF4MC' SERIES TYPE LUMENS LAMP TYPE INPUT WATTS VOLTAGE MOUNTING Qp 1,500 4000K LED 21.7 MVOLT RECESSED, CEILING RECESSED 4" LED OPEN DOWNLIGHT Lc�_ LUMINAIRE DESCRIPTION: 1. RECESSED WALL WASHER DOWNLIGHT THAT PROVIDES DIRECTIONAL LIGHTING. 2. 16-GAUGE STEEL HOUSING WITH LEXAN FRAME, MOUNTING PAN AND REGRESSED BEZEL TRIM. 3. REFLECTOR IS ASYMETRIC WITH HIGH EFFICIENCY BRIGHT VIEW ANGLE BENDING REFLECTOR. 4. GALVANIZED STEEL JUNCTION BOX WITH BOTTOM -HINGED LENS ACCESS. 5. UTILIZES HIGH -BRIGHTNESS LEDS MOUNTED TO A METAL CORE CIRCUIT BOARD, WITH THERMALLY ADVANCED ANODIZED HEAT SINK, 6. HIGH -EFFICIENCY, INTEGRAL ELECTRONIC LED DRIVER FLICKER FREE TO 1% 7. CERTIFICATION: UL LISTED AND WET LOCATION TESTED W ACCORDANCE WITH ETLus UL1598 AND cETL STANDARDS. 8. FUXTURE IS MANUFACTURED IN THE USA. DETAIL BASED ON ALPHABET "NU3" SERIES TYPE LUMENS LAMP TYPE INPUT WATTS VOLTAGE MOUNTING Q 1,050 4000K LED 17.0 MVOLT RECESSED, CEILING RECESSED 3" LED WALL WASHER A B C p G tttBfitnr t8$n 6 4` -21314" 16'" 6 �i 17t 1Un 852mn1 im 16Qmm id3nim 155'mni Upswoptgrm T A all jj"' �c 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 FT, SUITABLE FOR APPLICATIONS REQUIRING 3G TESTING PRESCRIBED BY ANSI C136.31 • 2. COLOR FINISH: BLACK. 3. LED OPTICS: LEDs (QUANTITY AS SPECIFIED), HIGH BRIGHTNESS, WITH INDIVIDUAL ACRYLIC LENSES SPECIALLY DESIGNED FOR IES TYPE II, III, IV AND V DISTRIBUTIONS. COLOR TEMPERATURE: 4000K. 4. ELECTRICAL: UNIVERSAL INPUT VOLTAGE 120-277 VAC, 60HZ. AMBIENT OPERATING TEMPERATURE -40°C TO 40°C. AUTOMATIC THERMAL SELF-PROTECTION. DRIVERS HAVE GREATER THAN 90% POWER FACTOR AND LESS THAN 10% THD. LED DRIVERS HAVE OUTPUT POWER OVERVOLTAGE AND SHORT CIRCUIT PROTECTION WITH AUTO RECOVERY. DRIVERS RATED AT 1050 Ma FOR INCREASED LUMEN OUTPUT. LED ELECTRICAL ASSEMBLY, INCLUDING PR DEVICES, CONSUMES NO POWER IN THE "OFF" STATE. SURGE PROTECTION - 20KA; TURNS FIXTURE OFF AT END OF LIFE; INCLUDES LED FOR END OF LIFE INDICATION. 5. CONTROLS: DRIVERS ARE 0-10V DIMMING STANDARD. PHOTOCELL, OCCUPANCY SENSOR AND WIRELESS CONTROLS AVAILABLE FOR COMPLETE ON/OFF AND DIMMING CONTROL. 6. LUMEN MAINTENANCE: L90 AT 60,000 HOURS. 7. INSTALLATION: DIE-CAST ALUMINUM ARM DESIGN: THE DECORATIVE ARM OFFERS A SLEEK UPSWEPT LOOK. FIXTURE SHIPS WITH ARM INSTALLED FOR EASE OF INSTALLATION AND MOUNTS TO #2 DRILL PATTERN. LUMINAIRES SHALL BE MOUNTED IN HORIZONTAL POSITION WITH NO TILT FOR NO UPLIGHTING, FULL CUTOFF. 8. FINISH: TGIC THERMOSET POLYESTER POWDER PAINT FINISH APPLIED AT NOMINAL 2.5 MIL THICKNESS, 9. WARRANTY: 5-YEAR LIMITED WARRANTY, 10. LISTINGS: LISTED TO UL1598 FOR WET LOCATIONS. IP65 RATING. 11 • MODELS MEET DESIGNUGHTS CONSORTIUM (DLC) QUALIFICATIONS. DETAIL BASED ON HUBBELL LIGHTING - MODEL #CL1-AD-90L-U-4K-4-105-BL-BC TYPE LUMENS LAMP TYPE INPUT WATTS VOLTAGE MOUNTING A 15,127 LED 325.0 120/277 17'-6" POLE -MOUNTED TO 4000K 2'_6" (AFG) CONCRETE BASE LED POLE MOUNTED FIXTURE NOTES: 1. FIXTURES PROVIDED SHALL BE EQUIVALENT IN LUMENS AND LAMP TYPE (LED 4000K) TO THE DATA SHEETS PROVIDED. 2. POLE AND POLE MOUNTED FIXTURE TO BE COLOR BLACK. 3. SEE SHEET E4 FOR LIGHT POLE AND LIGHT POLE FOUNDATION DETAILS. 4. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL CANOPY AND ELEVATOR LIGHTING REQUIREMENTS. H Orr`? 7,�cO � 0 z 05co co \,-? co � � N r=a d- O 2 "'(nG 0v0 W W C7 W Q 0 W of c� Cq i� rj o w Z a) O � NO a 0 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.6SA TH OF ply' CHR TOPH JER Lic. No. 039401 ��`sIONAL ��1 Date APRIL 2021 Scale 1 „=10' Drawn PMW Checked KJN Project No. 2215-1902 Sheet No, E3 Of Y"" k C� 0 V) Ia- W 0 J Q U F- U w J W N O rn I u_7 N N GROUNDING ELECTRODE CONDUCTOR J-HOOK WIRE SUPPORT 6" BELOW TOP (SEE NOTE 1) film STANDARD DIMENSIONS E F JB-R1 20" 20" 18-12 27 27" INSTALLED FOR JB-R3 BOXES. ` 2. CONDUIT ENTRANCES SHALL BE LOCATED AS SHOWN IN THE CONTRACT DOCUMENTS. CONDUITS SHALL EXTEND 2" MIN. TO 3" MAX. INTO THE INSIDE WALL OF THE JUNCTION BOX. 3. ALL REINFORCING STEEL SHALL BE IN ACCORDANCE WITH SECTION 223 OF THE SPECIFICATIONS, SHALL HAVE A MINIMUM 1 V2" CONCRETE COVER. ANY REINFORCING STEEL IN CONFLICT WITH CONDUIT SHALL BE CUT A MINIMUM OF 1 %2' FROM CONDUIT. 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 IN THE CONTRACT DOCUMENTS. 6. A CONCRETE COLLAR IS REQUIRED ONLY WHEN JUNCTION BOX IS INSTALLED IN EARTH AREAS. 7. HIGH STRENGTH GROUT CONFORMING TO THE ROAD & BRIDGE SPECIFICATIONS SHALL BE USED TO SECURE THE FRAME TO THE JUNCTION BOX, 4 ��E� 4 �� 8. ALL JUNCTION BOXES SHALLBE INSTALLED WITH GROUNDING T W A GR UN NG 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 & BRIDGE SPECIFICATIONS. (JB-R1 AND 132) 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. SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. XVDOT REFERENCE JUNCTION BOX ROAD AND BRIDGE STANDARDS 700 FOR TRAFFIC USE REVISION DATE SHEET 1OF 2 VIRGINIA DEPARTMENT OF TRANSPORTATION 08/17 1317.10 GROUNDING ELECTRODE � o 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. 3" To 4" SECTION SECTION VIEW (JB-R1 AND R2) �5 a l�-5 t NOTES 1. 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 J-HOOK PER WALL SHALL :t •.::• .:+ BE INSTALLED FOR JB-Ri AND R2 BOXES. TWO J-HOOKS PER WALL (EQUALLY SPACED) SHALL BE .; JB-RI. R2 PERMANENTLY ATTACHED TO FRAME, SIDE VIEW I W . - 16 X 1 HEX HEAD S.S. BOLTS M� W/WASHERS (4)PLACES Ve" NEOPRENE GASKE GLUED TO FRAME DETAIL C BOLT DETAIL %" S.S. DETAIL D PICKBAR DETAIL DIMENSIONS STANDARD A B C D E F G H I J K M N JB-R1 18" 18" 19" 19" 20" 20" 21" 21" 24„ 24„ 4" 5/a" V. JB-R2 24" 24„ 26„ 1 26„ 27" 27, 28" 28" 1 33„ 1 33" 4" 5/e„ 11 NOTES: 1. EACH COVER SECTION SHALL HAVE A NON-SKID SURFACE WITH LETTERS CAST IN THE DEPRESSION ON TOP. THE LETTERS "VDOT ELEC", "VDOT TRAFF", "VDOT COMM", "VOOT FIBER", OR "UTILITY" AS APPLICABLE ARE TO BE ONE (1) INCH WIDE AND RAISED V," 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. XVDOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION ROAD AND BRIDGE STANDARDS JUNCTION BOX REFERENCE SHEET 2 OF 2 1 REVISION DATE FOR TRAFFIC USE 700 1317.11 08/17 VIRGINIA DEPARTMENT OF TRANSPORTATION 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 AND/OR SIDEWALK. / \ / 3. WHERE CONDUIT FOR POWER AND CONDUIT FOR Aug/ '�� / INSTALLEDOSE PROXIMITY TO EACH OTHER, SHALL BE M M PLACED PARALLEL IN A COMMON TRENCH WITH SEE SEE NO LESS THAN 6" OF SEPARATION BETWEEN "� SEE NOTE 4 rn NOTE 4 NOTE 4 CONDUIT SYSTEMS. 4. -BACKFILL MATERIAL BELOW THIS LEVEL SHALL BE SANDY FILL (FREE OF ANY STONES, CINDERS, WOOD, ROOTS, 3, 3" SEE NOTE 6 3„ SEE NOTE 5 DEBRIS, ETC.). --�3' SEE NOTE 5 3' 5. 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 /-LOCATOR TAPE (SEE NOTED t�v / COMPACTED BACKFILL PROJECTED CONDUIT LINE SEE NOTE 4 SEE NOTE 5 _ a r CONDUIT LINE 3' j -t13' 8 x D D - WIDTH OF OFFSET NONMETALLIC OR METAL CONDUIT EXISTING PAVEMENT AREA INSTALLATION METHOD OF OFFSETTING CONDUIT XVDOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION ROAD AND BRIDGE STANDARDS ELECTRICAL CONDUIT AND C O N D U C T O R CABLE REFERENCE SHEET iOF 1 REVISION DATE UNDERGROUND INSTALLATION 700 1318.10 09/18 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 SNS-10-40-11-AB 10 75 1 11 4.0 1 8.25 8.0 - 9.0 1 0.75 x 17 x 3 4.00 / 5.00 30.61 765 23.8 595 18.9 472 SNS-15-40-11-AB 15 115 11 4.0 8.25 8.0 - 9.0 0.75 x V, x 3 4.00 / 5.00 17.2 430 13.2 330 10.0 250 SNS-20-40-11-AB 20 140 11 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-20-40-7-AB 20 185 7 4.0 8.25 8.0 - 9.0 0.75 x 17 x 3 4.00 / 6.00 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 12.7 317 9.4 235 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-25-40-7-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 0.75 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 x 3 4.00/5.00 18.5 462 '13.3 33321 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 4A 110 2.6 65 SNS-30-50-11-AB 30 265 11 5.0 11 10 - 12 0.75 x 17 x 3 4.00/5.00 4.7 1 117 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 6.7 187 3.9 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 / 6.00 5.9 147 2.5 62 -- 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 1 12.5 11 - 13 1 x 36 x 4 4.75 / 5.75 7.2 180 3.0 75 Pole Shalt; ti .,.: , 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 AS rM A500 Grade B, with minimum yield strength of 46,000 psi. Each pole 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 Baits 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 minimUrn of 4" on the threaded end in accordance with ASTM A-153. Anchor bolts will ship with the poles unless otherwise specified. Pale 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 byArnerican 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 -dip galvanized to ASTM A-123. Miscellaneous hardware will be galvanized to ASTNI A-153. Exterior finish coatings are avail- able by request. Note Anchor bolt patterns are subject to change. Ptease consult factory prior to construction. W Anchor Bolt Bolt Circle I I FA Projection Slotted Holes ` + Poles should be monitored frequently for signs of harmonic vibration, which may cause structural fatigue. Consult Base Plate Rase Detail factory for a damping device that can help minimize the effects of vibration. Phone: (866) 474-7200 . Fax: (817) 924.7049 14 ` American 6le Pole reserves the right to change any portion of this publication without notice 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 HEIGHT OF EXISTING PARKING LOT AREA LIGHTS. ABOVE DETAIL SHOWN FOR REFERENCE. A :A•�• JB S1, S2, S3, S4 :.,; : �;; :.;• :,;• :.;• :.;• (.;• ;• :.;• :.;• :.;•;'.:;..: .+• ♦• •�• �• �' �'.� `'•.' NON-SKID SURFACE t•'. '•. - - - --- vuUl .•',•:•',;. ELEC' LIFT RING OR SLOT CLASS A3 i I CONCRETE COLLAR A A COVER DETAIL (JB-S1, S2, AND S3) o TOP VIEW (COVER REMOVED) GROUND LINE (JB-S1, S2, AND S3) �. 12 ri NUT i J-HOOK WIRE SUPPORT .. • .. '..' 6" BELOW TOP cv •: :" •:" oo (SEE NOTE 1) uo SOIL OIL AROUND ALL SIDES OF BOX /ii; • • - •/�`//�`I/�`GROUNDING ELECT• • • • • • - 9�/�/I�• • • : • OM • • ��/:�,� Q:C4! AR"'.0 Wit: STANDARD DIMENSIONS A B 13" 24" I-11 2 17" 30" JB-S3 24" 36" JB-S4 48" 48" CONDUIT ENTRANCE (SEE NOTE 6) ATERIAL SHALL BE IN PLACE PRIOR '0 �' 1 E ITIR UNCTONGBOX. SECTION A -A (JB-S1, S2, AND S3) SECTION VIEW lJ6-S1, S2, AND S3> NOTES 5. TWO RECESSED %" S.S. HEX HEAD BOLTS ARE REQUIRED FOR EACH JB-S1, S2, AND 11. 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-Si, 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", "VDOT FIBER", OR "UTILITY" AS APPLICABLE ARE TO BE 1" 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 "VOOT"• 4. ALL JUNCTION BOXES SHALL BE INSTALLED WITH A GROUNDING ELECTRODE. 9. CONDUIT STUB -OUTS, WHEN INSTALLED, SHALL EXTEND A MINIMUM OF 6" PAST THE OUTSIDE OF THE JUNCTION BOX. SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. VD❑ N A O r 1 00 00 0 Vr W � d- U �a00 zo5 �JJ r7 : ! tom• Lr T 1 CD n rMW'1 vl W oUO 2 0 z W Q Z (n O z C O U to ai tr REFERENCE JUNCTION BOX T ROAD AND M BRIDGE STANDARDS • 238 FOR NON -DELIBERATE TRAFFIC USE REVISION DATE SHEET 1OF 2 , VIRGINIA DEPARTMENT OF TRANSPORTATION 08/17 1317.20 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.DO 0 �•t O in Cq -4 1/2" CONDUIT 3" PROJECTION - 1 CHAMFER ANCHOR BOLTS (TYP) B SEE NOTE 1. SMOOTH FINISH P CONCRETE SURFACE r-2" RGS CONDUIT 1r" i o C� 0 1 OG� 0 v v V CIS ` O Z 0 nC�' 1� r0 CABLES (SEE SITE PLAN) Design Professional's electronic or 8 - #8 BARS (VERTICAL) digital seal or signature is effective EVENLY SPACED only as to that version of this document as originally published by Design Professional. Design CYLINDRICAL Professional is not responsible for CONCRETE FOUNDATION any subsequent modification, corruption,or unauthorized use of -COMPACTED TO REQUIREMENTS such document. To verify the OF VA-303 validity or applicability of the seal or signature, contact Design • VDOT CLASS A3 CONCRETE Professional. LIGHT 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. �NLTH 0�, CHR TOPH ER Lic, No. 039401 ZONAL . hate APRIL 2021 Scale NONE Drawn JPM Checked CRJ Project No. 2215-1902 Sheet No. E'4 Of ,) VVCKHLL LHNL)SI.:HI-�C I-'Lf�,N • ROCK OUTCROPPING PLANTS TO BE PLANTED BETWEEN WILLOW CREEK STONES WITHIN FIRST 4' OF ROOF EDGE g I ROCK OUTCROPPING PLANTS TO BE PLANTED BETWEEN L L 3 IV _2 WILLOW CREEK STONES WITHIN FIRST 4' OF ROOF EDGE 2 PO LARGE BOULDER AVERAGE DIAMETER 3.5' --I -pA -- --- — --6 IV - I....__.: -SMALL BOULDER AVERAGE DIAMETER 2.5' CV LARGE BOULDER TYPICAL AVERAGE DIAMETER 3.5' 4"-8" NATIVE RIVER COBBLES WITH LARGER ROCKS UNDER ROOF AREA, TYPICAL 194 \rT2 ,V WILLOW CREEK BUILDING STONE, SET HORIZONTAL,TYPICAL > WILLOW CREEK BUILDING STONE L SET VERTICAL, SEE DETAIL y 3 1V \I , 3 1V 3 RA —J -� 4` �'E'RFORATED IPVC DRAIN PIPE CONNECT TO ELEVATOR ROOF DR IN 4-8" NATIVE IVER COBBLES UNDER ROOF AREA, TYPICAL ,y ifs C i IV 'i' i I V 205"FT2 \V ,V i i ,V ,� i I dd d d' °I SOUTH ELEVATOR ° d' TOWER ° d o. d 4 I. d d d ° d ° d d ° I 'I1{ d d ° SOUTH ELEVATOR TOWER LANDSCAPE DETAIL 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 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" LIGHTLY COMPACTED REPLACEMENT. GEOTECHNICAL ENGINEER SHALL APPROVE THE FINAL COMPACTION REQUIREMENTS FOR LONG-TERM SLOPE STABILITY IN WRITING. 6. ALL PLANTING AREAS/BEDS SHALL RECEIVE 2" OF DOUBLE -GROUND HARDWOOD BARK MULCH. 7. CONTRACTOR SHALL STAKE ALL PLANTS 1N THE FIELD FOR ARCHITECT AND OWNER WRITTEN APPROVAL PRIOR TO INSTALLATION. 8. THE LANDSCAPE CONTRACTOR SHALL CONTACT "MISS UTILITY" AND HAVE ALL PUBLIC AND PRIVATE UTILITIES MARKED PRIOR TO BEGINNING ANY CONSTRUCTION WORK. 2 PM I_._._._.1 EXCAVATE PLANTING BEDS TO 18" AND REPLACE WITH SPECIFIED TOPSOIL, TYPICAL I Cv 5 PO I HQ 8 PM NATIVE GRASSES AND WILDFLOWERS 6 IV 6" COMMERCIAL GRADE STEEL EDGE I I RA I HV 5 IV 3 �V 4"PERFQf;WTED-PVCYRAIN PIPE -- CONNECT TO ELEVATOR ROOF D 0 5 1 10 1 20 LIMITS OF ROOF OVER ANG, SEE ARCH. PLANS + HQ -HYDRANGEA Y y MEADOW CV-CHIONANTHUS QUERCIFOLIA y PLANTING VIRGINICUS \IV-ITEA VIRGINICA NATIVE RIVER COBBLES PM-PHOTINIA HV-HAMAMELIS (D MELANOCARPA VIRGINIANA WILLOW CREEK + PO-PHYSOCARPUS BUILDING STONE, OPULIFOLIUS SET VERTICAL + q)__��GENDAROMATICA RA-RHUS WILLOW CREEK BUILDING STONE, SET HORIZONTAL PLANTING NOTES I. MEADOW PLANTS ARE TO BE PLANTED WITH GRASSES FIRST IN A TRIANGULAR GRID PATTERN (AS SHOWN IN DETAIL) AND EVENLY SPACED 20" OC. 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 SPECIES. FORB SPACING SHOULD BE ITOC. 3. ALL FORB SPECIES SHALL BE PLACED IN EACH OF THE MEADOW PLANTING AREAS. 4. ROCK OUTCROPPING PLANTS SHALL BE PLANTED IN A 75% STONE DUST & 25% PEAT MOSS SOIL 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. If LARGE BOULDER AVERAGE DIAMETER 3.5' 12 PM 9 PO I CV 3 IV I HV — 6" COMMERCIAL GRADE STEEL EDGE 8 IV LARGE BOULDER 3 PO 2 PO 2 PM 3 PM I PO I HQ 3 PM NATIVE GRASSES AND WILDFLOWERS ROCK OUTCROPPING PLANTS TO BE PLANTED BETWEEN WILLOW CREEK STONES WITHIN FIRST T OF ROOF EDGE 6 COMMERCIAL GRADE STEEL EDGING SMALL BOULDER AVERAGE DIAMETER 2.5' 21V ----\ 4 IV 7 RA ' 5 IV _ .... .... ........ - - - 4 PERFOf ATED_PVC-D AINPIPE CON I ECT TO ELE ATOR ROOF DRAINS NORTH P VILION 4-8" NATIVE RIVER COBBLES / L----� WITH LARGER ROCKS - UNDER ROOF AREA, TYPICAL 2-IV----- �— 3 PO f I _ EXCAVATE PLANTING BEDS i - i TO 18" AND REPLACE WITH i SPECIFIED TOPSOIL, TYPICAL i o 0 o C� I CV io i 5 PM i C 'I PO I _ _ i I L LARGE BOULDER i 229 FT2 AVERAGE DIAMETER 3.5' f \L I ° WILLOW CREEK BUILDING STONE ' SET HORIZONTAL, TYPICAL iP IV WILLOW CREEK BUILDING STONE SET VERTICAL, SEE DETAIL it -- ----- � , 3 IV 4-8" NATIVE RIVER COBBLES i UNDER ROOF AREA, TYPICAL -1= _.__d ............... -- -- ------ ° d d , , d ° d LIMITS OF ROOF OYERH" G,\ d ' SEE,ARCH. PLANS I' d ° d / d J ° d d d ° A d I ° 4 4 ° ' v 4 ° ° J d Id •J d d n NORTH ELEVATOR TOWER LANDSCAPE DETAIL 1 "=10' PATIO OVERLOOK WITH PERIMET WALLS, SEE ARCH PLANS 0 1 5 1 SMALL BOULDER AVERAGE DIAMETER 2.5' I HQ 2 Q iG r CV \LI I HQ 8 PM IV ,V V ,V IV V It/ IL IIV IV V ,V IL IV L ! y L ! Y IL IV IL L l l L y .y .V .V .y V V .y IV IV V ,V I� n \ L V Y IV 'L IV 1180\'FT2 w IV \� y ,V ,V ,y ,y y IV IV \L 12 RA d ° dd14 d 5IV ° °° ° n d d ed _ ° d 2 RA PATIO LOOKOUT LANDSCAPE DETAIL 1 "=10' 7 PM NATIVE GRASSES AND WILDFLOWERS 6" COMMERCIAL GRADE STEEL EDGE 5 IV jlz1�1 4 IV — 24 RA ., d d , d ° ° n a d �° , d d V r 941 V d 41 �XCAVATE PLANTING BEDS TO 18" AND REPLACE WITH SPECIFIED TOPSOIL, TYPI AL 5 10 20 MUV N PARKING ELEVATORAND STAIR CHARLOTTSVILLE-ALBEMARLE AIRPORT CLIENT 100 BOWEN LOOP #200 CHARLOTTESVILLE, VIRGINIA ADDRESS „\,.\„\„\Resources\Marketing\LOGO\ALA_Logo. Jpg LANDSCAPE PLAN 0 DAVID.T. ANHOLD e Lie. No. 00311 r LoE 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 © Anhold Associates 2020 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 VIRGINIANA 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 ITEAVIRGINICA"HENRYS GARNET" SWEETSPIRE "HENRY'S GARNET" 87 2'-3'HGT #3 CONT AS SHOWN PM PHOTINIA MELANOCARPA BLACK CHOKEBERRY 59 T HGT #3 CONT AS SHOWN PO PHYSOCARPUS OPULIFODUS "NUGGET" NINEBARK "NUGGET" 30 3'-4'HGT #7 CONT AS SHOWN RA RHUS ARONIATICA"GRO-LOW" FRAGRANT SUMAC "GRO-LOW" 59 1'-3' HGT #3 CONT AS SHOWN MEADOW PLANTS - GRASSES AV ANDROPOGON VIRGINICUS BROOMSEDGE 350 PLUG 20" OC DS DANTHONIA SPICATA POVERTY OAT GRASS 350 PLUG 20" OC SS SCHIZACHYRIUM SCOPARIUM LITTLE BLUESTEM 665 GALLON 20" OC MEADOW PLANTS -FORBS AC ALLIUM CERNUM NODDING ONION 50 PLUG 12" OC, PLANT IN GROUPS OF 5 TO 9 AS ASCLEPIUS SYRIACA COMMON MILKWEED 50 PLUG 12" OC, PLANT IN GROUPS OF 5 TO 9 AT ASCLEPIUS TUBEROSA BUTTERFLYWEED 50 PLUG 12" OC, PLANT IN GROUPS OF 5 TO 9 AV ASCLEPIUS VERTICILLATA WHORLED MILKWEED 50 PLUG 12" OC, PLANT IN GROUPS OF 5 TO 9 BT BAPTISIATINCTORIA YELLOW WILD INDIGO 50 PLUG 12" OC, PLANT IN GROUPS OF 5 TO 9 CP CAREX PENSYLVANICA PENNSYLVANIA SEDGE 50 PLUG 12" OC, PLANT IN GROUPS OF 5 TO 9 CF CHAMAECRISTA FASCICULATA PARTRIDGE PEA 50 PLUG 12" OC, PLANT IN GROUPS OF 5 TO 9 CL COREOPSIS LANCEOLATA LANCELEAF TICKSEED 50 PLUG 12" OC, PLANT IN GROUPS OF 5 TO 9 CV COREOPSIS VERTICILLATA THREADLEAF COREOPSIS 50 PLUG 12" OC, PLANT IN GROUPS OF 5 TO 9 JT JUNCUS TENUIS PATH RUSH 50 PLUG 12" 00, PLANT IN GROUPS OF 5 TO 9 MF MONARDAFISTULOSA 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 COMMON SUNDROPS 50 PLUG 12" OC, PLANT IN GROUPS OF 5 TO 9 PA PACKERAAUREA GOLDEN GROUNDSEL 50 PLUG 12" OC', PLANT IN GROUPS OF 5 TO 9 PT PYCNANTHEMUM TENUIFOLIUM NARROW -LEAF MOUNTAIN MINT 50 PLUG 12" OC, PLANT IN GROUPS OF 5 TO 9 PI PYCNANTHEMUM INCANUM HOARY MOUNTAIN MINT 50 PLUG 12" OC, PLANT IN GROUPS OF 5 TO 9 RH RUDBECKIA HIRTA BLACK-EYED SUSAN 50 PLUG 12" OC, PLANT IN GROUPS OF 5 TO 9 SS SOLIDAGO SPECIOSA SHOWY GOLDENROD 50 PLUG 12" OC, PLANT IN GROUPS OF 5 TO 9 SC SYMPHYOTRICHUM CONCOLOR EASTERN SPRING ASTER 50 PLUG 12" OC, PLANT IN GROUPS OF 5 TO 9 SL SYMPHYOTRICHUM LAEVE SMOOTH ASTER 50 PLUG 12" OC, PLANT IN GROUPS OF 5 TO 9 ROCK OUTCROPPING PLANTS HV HEUCHERAVILLOSA ROCK ALUMROOT 50 PLUG 12"OC, BETWEEN ROCKS HT HYLOTELEPHIUM TELEPHIOIDES ALLEGHENY STONECROP 50 PLUG 12"00, BETWEEN ROCKS ST SEDUM TERNATUM WOODLAND STONECROP 75 PLUG 12"OC; BETWEEN ROCKS NEW ELEVATOR AND STAIR PROJECT PLANTING SCHEDULE �. N.T.S. r 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. -.:..wzs v .,.w ¢ - ... ...vw•YM<u-<.y de,.,.,..o..:,..,,.,,t..ww.>....,. .-, ,� x #' ,.-:--Y------e::o R ASE'1''' AGO OI�IY.LO E RANSIO�1'.��s. rzc.4v c..slrr...: ,....- v:sSa' r .• ,,. ,...rr,..s a-......,�,nm•..xR $P�. a �'r Ri , SYMBOL SCIENTIFIC NAME L.r x.:':: y?F"-ad $"'.�0ME- 1 v:3'- •k!"�. :Fl NO. y,rz�:uM SIZE CONY. t'. NOTES C "+. • COMMON NAME TREES AR n ACER RUBRUM RED SUNSETr SE RED SU N T MAPLE__ 14 2.5"-3" CAL. B&B AS SHOWN JVC JUNIPERUS VIRGINANA "CANAERTIr' _ CANAERTII VIRGINA CEDAR 59 6' HGT. B&B AS SHOWN _ LS. LIQUIDAMBARSTYLACIFLUA"'ROTUNDILOB.,A" FRUITLESS S.WEETGUM 12_ _ 2.5"-3" CAL. B&B ..AS.SHOWN SHRUBS 8r GROUNDCOVERS AA ,ARONIAARBUTIFOLA BRILLANTISSINIA" .:: BRILLIANT CHOKEBERRY 45 2.5'4 HGT #7.CONT AS SHOWN _ rV ITEA VIRGINANA "HENRY'S GARNET' _ HENRY'S GARNET SWEETSPIRE 65 2' HGT #3 CONT AS SHOWN ; PL PRUNUS LAUROCERASUS "-SCHIP.KAENSIS" SCHIP LAUREL 46 2.5'-3' HGT #7 CONT AS SHOWN VP VIBURNUM P.RAGENSE PRAGUE VIBURNUM 24 T HGT B&B AS SHOWN .4,'.. - .g 7 .yu(.a-.rsya.,..p..c .-, T•.w...u. ,Y,..,..,y..w. r...` pi ZG"4F75it+"h:�'3 L` '!k[..,A,aT':'y MR -A.". AP ON EXF'A . SIQN NQI OPU"SED: RLA I GS' U - if _-...�_ V •{�• -t �y e :e+, ... .,, l .. tr ,;3 <• ,•h :+ „fi: h ....,..,.»y.,..,,,.waysw.,.-.:M.....w.y PMASE=3;R6PL�AGEME TREES-t �.ru.«...,.�.,n .,.x..N..�,- Y..,,..d.rra,..,.,t...ey,y.....�„a�,•y ..;r....-fie ._..,...:...,..L.u....:.x„�.. >..:.... „a..:,. 7„'. L DS f y...,.�.r�.. �; NT CA ING FOR. R G LO GTE D1 1„ �.A X , ! RM AN ,ECONOMY LOTS. t¢31 d x AR ACER RUBRUM "RED SUNSET' RED SUNSET MP E 2 2,5"-3" CAL, B&B AS SHOWN UP ULMUS PARVIFOLA "ALLEE" ALLEE LACEBARK ELM 7 2.5"-3" CAL. B&B MATCHED SHRUBS & GROUND.COVERS PL PRUNUS LAUROCERASUS"SCHIPKAENSIS" SCHIP,LAUREL 142 2.5'-3' HGT #7 CONY AS SHOWN VP VIBURNUM PRAGENSE PRAGUE VIBURNUM 43 5' HGT B&B AS SHOWN TREES -I T PAS/ .�.f.,.x.�-��.. . r t 5 IzLC UP ULMUS PARVIFOLAA "ALLEE" ALLEE LACEBARK ELM 10 2.5"-3" CAL. I B&B MATCHED SHRUBS & GROUNDCOVERS FG IfEA V(RGINIANA ".HENRY'S GARNET' FOTHERGILLA GARDENII"MT; AIRY" HENRY'S GARNET SWEETSPIRE MT. AIRY FOTHERGILLA 34 41 2' HGT 2.5'-3' HGT #3 C )NT #7 CONT AS SHOWN _ 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 AREAJREES: 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 = 26,183 SF PAVEMENT X 5% = 1,260 SF AREA PROVIDED = 1,280,917 3) TREE CANOPY; SITE CANOPY REQUIRED = 25,183 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 NEW ELEVATOR CANOPY COLUMN SHOWN BEHIND. SEE HAND PLACED 4" - 8", AVERAGE ARCHITECTURAL PLANS TOP OF NEW ELEVATOR BRIDGE DIAMETER NATIVE RIVER COBBLES. ___ __ _ WALKWAY. RAILINGS ARE NOT SWEEP IN FULL DEPTH STONE DUST SHOWN. AFTER COBBLE PLACEMENT, TYPICAL OO \ - - - - - - - - - - - Cuuul)-ofAlhtinarle Conservation Plan Checklist -To be placed on Landscape Plans (flandboolq pp III-284.111-291 for complete specilicaliuns) 1. The follow lno Items shall he shown on the Mani 0 'frees to be saved; ® Lindts of clearing (outside dripline of trees to be saved); ® Location and type of protective fencing; ❑ Grade changes retluiling tree wells or wills; ❑ Proposed treaehunrg or lwuelirrg. Beyond file limits of clearing. 2. dlnrWn"s: �I All trees to be saved stall be inaiked wilhprint of ribbon at a height clearly visible to equipnrztit operators. ❑ No begin unfit shall bg i adhin the Irea i ki i Ines eer " ec d m d v u gr a a m ! g b t wisp le t appro ed by a Co my Inspector; 3. Pre-Constructlou Conference: ❑ Tree preservation mid protection measures shallbe reviewed with die contractor on site. {. Egalnwcnt Onerallun wd Storage: ® heavy equipu"'it, vehicular tiallic laid stotugs ofcousbucdon materials riicluding soil shall but bs pdiirutled withria thro diiplaies of trees to be saved. 5. Solt Eroslon and Stonnwal-Detention Devices: ® Such devices shall tot adversely affect trees to',be saved 6. Fir es: SI Fires are not penratted withia100 feet of lire dripline of trees to be saved. 7. To§Ic Materials: ❑ Toxic materials shall not be stored within 100 feet of the driplina of trees to be saved. S. F-tec03e Fench- ❑ Trees to be retained within 40 feet of a proposed building or grading activity shall W protected by fencing. ❑ Feachig shall be in lac mid shall be lies ected acid approved b Corm his ecto rior to grading o c rrsiruction. a o a r ro a P P PP Y lY P P g g 9. Tree \Veils: ❑ When the ground level must be raised within the dripliue ofa tree tobe saved, a tree well shall beprovided mid a constiuction detail' subrtutted for approval. 10. Tree 1Valls: ❑ Wheit die gfowid level must be lowered within Ole driplind a lies to be saved, a heo wall shall be provided; mid a corLYtruction detail 84bnOtted for approval. it. 'rreacbine and Tunneling: ZI When heriching is required witirin the liiniils of clearing; it shall be doire as far away from the trun ka of tree3:as possible. Tunneling. under a large tree shall be considered as oil alternative when it is miticipated that necessary trenching will destroy feeder roots. 12. Cleanup: UI Protective fencing shall be tine last items retrroved during die final cleanup. 13. Dania-ed Trees: ® Damaged trees shall be treated immediately by prurung; fertilization or other methods reconurended by a tree specialist NOTE: f"r 13 TIIE DEVELOPER'S RESPONSIBILITY TO CONFER IVI'fit THE COi1'TF WTORONTREE CONSERVATION. RE(2U IREMEMS. 12/10/2020 OWNER SIOMFURE (DATE) CONTRACT PURCHASER SiOr\AT URE (D.\TE) 5/1/06 Page lof 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. �O VERIFY, TYPICAL. LARGE AND MEDIUM BOULDERS PLACED ON �o 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 4" OF COMPACTED VDOT 21A �O \ APPROX DUST. MAXIMUM 2" VISIBLE JOINTS. AGGREGATE ON COMPACTED SUBGRADE. TYPICAL. VERTICAL STONE FACE OF STONE SHALL FOLLOW EXISTING AND/OR \ WIDTH=1'- 0" PROPOSED GRADES. SEE CIVIL PLANS. SWEEP GEO-TECHNICAL FILTER FABRIC STONE DUST BETWEEN ALL JOINTS. ON ALL EARTH SUBGRADE. I 1 APPROX. SURFACES. TYPICAL. - VERTICAL STONE WIDTH=1'-On - - - - - _ - - - - - - >- - - �° I I I 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 ry I I n SOLID MORTAR BED. ALIGN WITH TOP OF STONE AREA SLOPE. TYPICAL. 1 -2� CONCRETE FOOTER. TYPICAL. CONCRETE FOOTER TYPICAL 4" OF COMPACTED VDOT 21A WITH 6X6-W1.4 X 1.4 WELDED AGGREGATE ON COMPACTED' WIRE REIN. FABRIC. SUBGRADE, TYPICAL. V-2" r\ 6" ,�- 2 -211 O 1-011 FOOTER C.L. TO C.L. WIDTH Q) VARIES. SEE PLANS FOR VDOT #57 AGGREGATE O EXACT LAYOUT. WRAPPED IN GEO-TEXTILE -� FILTER FABRIC 4" DIA. SCH. 40 PERFORATED PVC DRAIN PIPE. CONNECT TO BLDG. ROOF DRAINS GROUNDCOVER STONE SECTION DETAIL NEW RETAINING WALL AND SIDEWALK PAVEMENTS. SEE CIVIL & ARCH. PLANS ^oot crown at or above finished grade ' thick layer of mulch. nished grade. inimum burial 5" into soil. ant roots to be undamaged. Kcavated and replaced soil. Kisting soil. SECTION VIEW PLAN Notes: 1- See planting legend for species, size, and spacing dimension. _E 2- Small roots (Y4" or less) that grow around, up, or down the root ball periphery are considered a `o 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 Notes: 1- Trees shall be of quality prescribed in crown observations and root observations details and specifications. 2- See specifications for further requirements relate( this detail. Trunk caliper shall meet ANSI Z60 current edition for root ball size. Root ball modified as required. Round -topped soil berm 4" high x 8" wide above root ball surface shall be centered on the downhill side of the root ball for 240°. Berm shall begin at root ball periphery. 2" layer of mulch. No more than 1" of mulch on top of root ball. (See specifications for mulch). Existing soil. TREE ON SLOPE 5% (20:1) TO 50% (2:1 1 /2" = I 1-0" 2" layer of mulch. No more than 1" of mulch on top of root ball. (See specifications for mulch). Original slope should pass through the point where the trunk meets substrate/soil. �' P OWN Slope sides of soil. 4.loosened 1 Loosened the soil. Dig and turn the soil to reduce the I compaction to the area and I �I I h I r i i_1 T. T depth shown. t T 7:: I li I L..., is Bottom of root ball rests on existing or recompacted soil. 3x's widest dimension of root k SECTION VIEW Notes: 1- Shrubs shall be of quality as prescribed in the root observations detail and specification. 2- See specifications for further requirements related to this detail. SHRUB ON SLOPE 5% (20:1) TO 50% (2:1 3/4" =1'-0" Central leader. (See crown observations detail). Original slope should pass through ou h the point where the trunk base meets substrate/soil. Prior to mulching, lightly tamp so 'I around the root ball in 6" I 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. 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\LDG❑\ALA-Logo.jpg ,NLTH 0 O� Cf U DAVID T. ANHOLD r` Lic. No. 00311 r rye � 1 SC' C� -APE AR _ 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 DATE: MARCH 18, 2021 © Anhold Associates 2020 z E Lu CL I� 00 00 Pricil :S PARKING LOT ELEVATOR REPLACEMENT 100 Bowen Loop Road Charlottesville, VA 22911 NN N\1 SOUTH STAIR NORTH STAIR KEY PLAN ISSUE: BID SET ISSUE DATE: APRIL 5, 2021 PSH+ No: 2011-08 CLIENT No: 2215-1902 SCALE: REVISION SCHEDULE No. Description Date :OPYRIGHT 2021 ` PSH PLUS. USE OF THIS WORK IN WHOLE OR IN 'ART IS FORBIDDEN WITHOUT EXPRESSED WRITTEN CONSENT. SHEET: NORTH PAVILION PERSPECTIVES AR01 I 0 c 0 v) c v 0 a) I Z 0 V w 0 w Z O J_ Q O. O U 00 O f s E � k }W +i nEti ISSUE BID SET ISSUE DATE: APRIL 5, 2021 PSH+ No: 2011-08 CLIENT No: 2215-1902 SCALE: REVISION SCHEDULE No. Description Date COPYRIGHT 2021 - PSH PLUS, USE OF THIS WORK IN WHOLE OR IN PART IS FORBIDDEN WITHOUT EXPRESSED WRITTEN CONSENT. SHEET:` SOUTH PAVILION PERSPECTIVES AR021 r +� N t ', t.� 6'r W,x?•N'•, ri., .5 a. � "�� e:{ „i:,.�) �S1 Yh%"' "., "' a. r }.17 "' 4 'w--"g-'''` , ; , . . .. .1 } f�5 F -Rt yrulrAS :'3 , � : . . [J�j i �v, . . ` 1 5 �n.�7 li=�i'c '}iUuiel{{� i.� f',,fgx-i�+%,ru'.11. . . a .. I, „,,� k, rulr v 4 '' rir i^i t1_. F'-jar e: r� '�i MCW �_7 i I�NA �tlie . ': * .. OWNER: CHARLOTTESVILLE-ALBEMARLE. .. - •' . ' . AIRPORT AUTHORITY . . . . . • MELINDA CRAWFORD, EXECUTIVE DIRECTOR . . ADDRESS:'• 100 BOWEN LOOP; SUITE 200 ' . . .. . . CHARLOTTESVILLE, 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 .. TAX MAP: 32 . . PARCEL NO: 10 • . I. MAGISTERIAL DISTRICT: WHITE HALL . COUNTY & STATE: ALBEMARLE, VIRGINIA ' . PROJECT DRAINAGE AREA: .. ' IMPERVIOUS COVER: ' . EXISTING; ... 9.34 AC _ .-� �. �.. ,�ca�s.�a . . . ,,,� , N �., '.v " �. PROPOSED:: •.::.. ;,,.,,,;.� (?: 88 AC . , II�.... ..I ..I .. ..I.... .. . ... � :.�.. ...,�I..I . I'1... ..1 . I. ... :.. .. . .... ....; ..... .. .. . . . ..... ..... ... . ...... ... ... ., I.... . . ....: .. ....'t .1.... . I.. .. '. .. .I . ...... . . .. .. . ... .I ; .. . ... ... .. . ; . ' , .....I .... ..1... , ._ . ... .. ... . ,... ......... . .I. . I . .. .. .. . ... . .. ..I. .: .... .. . . .. ..I..'. ....... ..... I.. . . I . ..... .. . . .. .. .. .. . ... . ......... .. I ..,.. .. .....,. . .. a.. . . .. ... .. ... ... .I .... ... . . .... . ... . .. ... ... ... . .. . ... I.. .. ....... . ... . I. . .. 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I.� ......�..�...... - ., .. .... . . .. ,. ..,...... . .. .. . . 1.. . ... . * ........— . .�... :.. . .:.,.. ......*. . .. ...I. .... .... . ...:.;... . .. .. .. .. . : . .........%.�.. ... .. ..... ... .....'. .. .....,. .. .�....-... ... ...... . ... .. .'. ....., .. . . ..... . ... ..i... . .. ....... :. . . . .. .I ! . . .:: .'.. , . ..- ... . . .. .- . . ... i . . . .. . ' .. .. .. .. f�?' *�40- ' 1 lil{,737 ccj C t;i p•l ,k ,... LL.� , ..f.,a,... ` <�1 ,.,a _ �., �,.� x , v :�� . 4 t,,, II'ITCA REVISION 4- -202 REVISION 7-21-20 6 . . . .. G • .. . . . , . . . .. TALBERT 8t BRI HT TALBERT &BRIGHT . N' . . . . . . • .. : .. .. . .. . REVISION 4-4-202'1 REVISION 7 21 2016 TALBERT .8� BRIGHT : TALBERT &BRIGHT . . . .... . ' . ` .. .. ' . ; �L �-'' . . . .. F ': 6 • .. .. .. . . . .. . . .. ' .. U::'E V . .. ... T... S.. ILL . .. -' .. ..:I... d .' . .. _ .. .. .. . . .. .. I1.. B 7- . . A EIVIAR - E .. . . .. . . .. .. • .. .. ' • .' .. .. . .' . .. ... . .. .' .. . .. .. .AIRPORT• . . if. ... . . . . .. .- .. . 1 ' • . .. r .jt , . . . .. .. .. .�'�" .. . . .• .. .. . • . .. ' . i. .. ; .. .. 1 . 3 . . 74 . . • . . . . ... .. .. . . i .. _,...ti ..` .. . t�• a .. . . .. .. . . . .. �; . . " .. , .. • r< 649 • �;. .. . , �` . .. . , . . . .. .. .. . ... . . . , . .. . . . . ... • . . 606 .. .. . ... • . . ... . . . . .. . . I. . . . .. . . . .. • . . . .. .. . . . ,..I m .. ... : - ..... . .. '. 1.. ... �. . .' . ',..... ... .. . .. .. ,.. . . . . . . ' .... .. �_J . . •.. • . ,, . . . . .. . .'.. . ' . ... 5 . H SL h . . J . . a . . . . . .. . ... . I . .. ' ........... .1 . ... . . .. ...... ... . — ' DIVISIONS� .. . . BY RIGHT • . . I . . ... . . ... . . . ... . . . DIVISIONS BY SPECIAL USE REQUIREMENTS .. � (AMENDED 8-1485} PERMIT (AMENDED $-14-85) GROSS DENSITY 0.5 DU/AC 0.5 DU/AC MINIMUM LOT SIZE � 1. 2.0 ACRES ' : 2.0'ACRES MINIMUM FRONTAGE EXISTING . . 250 FEET 250 FEET PUBLIC ROADS . MINIMUM FRONTAGE INTERNAL 150'FEEi' 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) • .. FEAT 25 FEET .' ... SIDE . ' .'; 25 FEET; . 25 FEET REAR ' . ' ' . ' ' 35 FEET' " 35 FEET • ; ... • ... MAXIMUM STRUCTURE HEIGHT 35.FEET L 35 FEET' � ! ' ;y i ijq i t ` fit, ;+ : MR , 9�' <q ___ t ., , t 4 r S aw? . r. .,�qq , ttf, ' •fu ;tif : l. - ' DEPARTMENT OF COMMUNITY DEVELOPMENT . • ' PLANNER/ ZONING LUL 0. ,. eat . . ' .. 4lZ'4,1 I'S . . . ENGINEER. . 0 � 7 P j� V / . INSPECTIONS � ... . t, ( ARB . �, :.' ' DEPARTMENT OF FIRE RESCUE' Eilorr ♦ ��"", ALBEMARLE COUNTY SERVICE AUTHORITY,Z-,&,e�� ie I- Izc. li,S` .'' .'VIRGINA DEPARTMENT OF TRANSPORTATION 71z-1/15, HEALTH DEPARTMENT . ' . -CalfI^dtFt{Q[7-''4i!Qt� , �r, .:x%•�A`f l"✓�,'•T' n , t;.j'.Y.rP={j�.a.. ,,� jr :� 'U 'P1, t' 'i , YJ a% `, 1 «�l�iF'�twti; h��}�!�? c.,vast ffl"-ffl SHEET . ' . ' NO. ' ... ..:TITLE .:. . .. . . 1 COVER SHEET . ... . .. .. .... ' 11 �1M4V�AR 9F-QU�;i>ITIT�) :S- 3 , GENERAL NOTES ' . . I. ' 4 . MANAGED STEEP .SLOPES AND.ALBEMARLE COUNTY NOTES 6 � . DEMOLITION LAYOUT ' 7 GEOMETRIC LAYOUT :. 8• G D N DRAINAGE . RA i G & ADAGE .' . 9 GRADI G. ' .' N & DRAINAGE - BAS N E i NO. . ' ,in . ... �.. .. o_rA�8� �.'1' ' . I';. NTRGL—I=A-Y-G1� 41 . AGE 2 FERGSIGl•' & SEDIMENT GG)NI 6 IT �. . .. 1- !-YC77-. . 7:;:t[rJC?TC77`• 1-J. QClTT i'Tl'C 64,YGI 9£ION &SET=3iir;c} F C9NTR9�fOT>,� , IGN-&-SEBIrv; bUNTR6L-9ET 16 ' '14 . MARKING LAYOUT. . ,' .. . , . •'. ••':'A*G IT�I'D 9E::FFAILS • 16 .' PAVING & MARKING DETAILS'& TYPICAL SECTIONS - . - ETAIk:c ; RAINAGE- BETAIk;S .. . 9RA4NAGE-BI~T-4fi:. I Q A.IAIAnC' , �J-- ,�to,,��BETA11 . h . TE : Mf•. �AGEMEN . {� 8 RMWA' a=-e�-I' CI% 22 UTILITY LAYOUT . . • . . . . .. . .. .. 23 .... • .. . . UTILITY LAYOUT - : . . . .. 24 .. UTILI DETAILS .. . ' TY. . ... 2 5 .. DRAINAGET L -C A . R INE &. ENTERLINE PROFILES I©NS43L,OP-S-TA�40-2Q--STA�+89 .. 9W!! ` 0 L-1 . l.. , .'.&. LANDSCAPE PLAN, . ., L-2 LANDSCAPE PLAN L-3 SIGN DETAILS . " .- . L-4 LANDSCAPE, SIG,, AND LIGHTING'DETAILS: ., :'' ' ... .`; : :..� L-5. ' LIGHT &,PHOTOML_TRIC PLAN '.: • . 1 OF 2 AIRPORT PROPERTY MAP -' - 24 OF INTERSECTION -SIGHT DISTANCE PLAN & PROFILE:.: ; '.' ' . 29 . /..//../i/,/•//rrr .� I .-.L._. 7 :!/,', I ! I I t , I.1 1 1 t t S = t t I/: (// �/ .::-J N, ,,..,ur, Sim P,�Ej is I l I N ��- / F• / .` 1 ` I (I it C! I I I I l I I (I f I I I'17.2��2a�6 EVISION 7-21�2Q16' Evl 90, BRIGHT /.BRIGHT iTALBERT ALB T" MOLSH IR ASE, 'EMULASHAIVD I i I ` REVISION 7-21.2Q16 • '�` ��' �� ,- AND STABILIZE .. I RECONSTRUC � L$ERT � BRIC T. C-L S _ S D �.. LI H AN f�1- RADE �i • 'frWlZli i�,r • � �� RE O STRUC7 t ?: r. a �i• r' : I 'I ' I •I I .I I -_J t i I MI l l 11 I{ i (III �I I I (f 1! 1111111111 OVERFLOW I / I c.,tr t s • �j'•,>3 •tr .�. .j? t VI •r,�,a,,�t<,,. 1 � . • r..a .. \\\\ ,'.4eJ�, cn' -a. u�T-� l 1 3 201 SPACES,' /, I �t TI .A♦ K •I ( � -��wI I I i I I nti I- .. �s.-.•. I HI -H A", REVISION 4-4-2021.. LONG T�RM \- REVISION 4-4-2021 REVISIO I ASP I T OP T- I -A R . .. '.' . ' � ,' ..... � � � � " . -�-• f R T TOR .. ...' ' N I i I ti I II .. •.� ;� ' I I` I O • . IRS . . I i I MH F1 I RE �A 0i 'I f I t I'I tl i►I I 1 I II i I II •I I I I H I�► � 1I t 1 :-:'_. ' / TALBERT• 8, BRIGHT • . / 1 • ^ '• .o a,ll ( 1 I HIiII II ill I! I� I l ii I III Ili 'III i ( it it ►Il�illll I:: I I 1 �qs�, t f ! wt f +• r: r } "1} . f a Y "aP9 � I gg f � �u 'ir r • /r o r 1 .1 ICI' ' e d X ii � is r.. v • •77�i:: ypp' - .. . t: '•ter ��,> t1 � �• { '1 d 1, n �. 'Y' 1 ' tom-• (J%1 It 1' EMPLOYEE EE ':. L Y t. I •1 l t , t tf yl n • rt,, ts, • lJii: `� Y 47 i 1 SPACES. i x 1 (.c _ M 735A- MEN` r _ f • s iiNN ,,qq a ,, �r I• r I d i• 1 t s i Ft A f�. I• t i •-r��.. ...,.. LLL;; y� :=1 k � TYPE OF PARKING NO. OF SPACES HANDICAP SPACES PASSENGER: LONG TERM 745 SHORT TERM 108 ECONOMY 132: OVERFLOW' 201 TOTAL30. 22 EMPLOYEE: PROPOSED 147 FUTURE '21 TOTAL: 168 6 TOTAL REQUIRED: 28 HANDICAP: EXISTING 25 PROPOSED 3 „ TOTAL PROVIDED: 28 f ,t B 373 a .,4 Y. .. omits, ' �..' =_•.' � ' t,,Y. 1 ' /' ' >f h, ,• itA v1 = •kt _ r l Y' "'Ltn J //' / I �• REV I O s TALBERT & BRIGHT y, frsn ,r�fy?' 4�ri' BASIN #8 ` ttlJaOWN .» / �t ,{„ � I "•4i�•��.4�''fey).>;1:",�,'lA^ r.. ' \ \ •� / '.,f•-•. �, ,,-F� r, ji't �/qA• \ !'-. O s.. � /' . .. - - _ >. •'.t�:"flL .r'. BASIN 9 �,, =� .�u ' �/•�-/, A.1fR:?.. _'t ..ta;r.^ �S •.�:N u . o r ... - ?ai i -f.` •�T�`'s .. h f 4a. c� /�J«, ,-:, ,t_ .s 5 ��i ,�{.�,. •'n �t• .r ' t t 4� a � •t F Ly�U�}� r . �CI • 'fk^• �v tk ,tF . r 1{IT3i�'�%iY�{ti� �---•'Y J. J,,I .T ^Y.. 5: .�� . „� lF-�l ICI `-'ypt �?^` .-"�-.t .. '^`^•74 t- Ji •T•r y,�,, •` .+ .. ,,,, >w *r :Rtr:. • .. rtt- . . M, 1g W If �' s; r • I t' 1 tF NOTE• -THE EXISTING OVERFLOW FL OWPAR KING G HAS 174 TOTAL L SPA CES N �`��'��•�` •�'rl ' •, . , .. •rw z t 1 \ t, ..... .:.... O ADDITION OR SUBTRACTION OF .. .. , .. .., .. : .:.... '•.' .. '... '':...• , . _ � � .. ALL OTHER PASSENGER LOTS,, N AD IT -a w- y f R ABOVE D E A E r. A THE U S.. SED N N M�. S RE PRO O PACE A Pi �k S , ti a., a .. I _. EXISTING APROPOSED. D S G N XI v t _ fy f i� PLAN GENERAL NOT ALBEMARLE COUNTY' FNNAL , G O ES O EROSION AND SEDIMENT CONTROL PLANS . :: ' • ' • GENERAL CONSTRUCTION NOTES FOR ERO M NT TR ,. 16, THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL MAINTAIN, REMOVE OR CONVERT TO PER 1- . STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED .. GENERAL CONSTRUCTION NOTES. 1: .THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, U 11, BUILDING OR OTHER P'ORTIUN•Ot- THE. C DISTURBING. A D ONE WEE CO ERENC O O THE COMMENCEMENT OF LANDACTIVITY, AN K -OF-WAY CUD G CONNECTION'TCONFERENCE ONE WEEK PRIOR T, PROPERTY.:.., • 1. 'PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF -WA ., !N L IN 0 PRIOR TO THE FINAL INSPECTION. DEPARTMENT OF O VIRGINIA TM T ANY EXISTING ROAD, A PERMIT SHALL BE, OBTAINED FROM THE .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 ACCCIRDING LBS/ACRE AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50(50 MIX OF ANNUAL THE PERMIT..WM ANY. 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 -HANDBOOK AND VIRGINIA REGULATIONS VR-625-02-00 EROSION AND SEDIMENT CONTROL REGULAZ'iONS. 'THROUGH • U T t : MATERIALSAND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND AUGUST 0 CONSIST OF GERMAN MILLET, STRAW MULCH IS TO BE APPEIIED AT 80LBS/100SF; 2:' ALL M .'ALTERNATIVES ARE SUBJECT.TO APPROVED BY. THE COUNTY EROSION CONTROL INSPECTOR. STANDARDS OF VDOT UNLESS OTHERWISE NOTED. " ' 3 ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OIR AS THE FIRST STEP IN As ' ? ^^tt S x: �• 1 BM f ,t B 373 a .,4 Y. .. omits, ' �..' =_•.' � ' t,,Y. 1 ' /' ' >f h, ,• itA v1 = •kt _ r l Y' "'Ltn J //' / I �• REV I O s TALBERT & BRIGHT y, frsn ,r�fy?' 4�ri' BASIN #8 ` ttlJaOWN .» / �t ,{„ � I "•4i�•��.4�''fey).>;1:",�,'lA^ r.. ' \ \ •� / '.,f•-•. �, ,,-F� r, ji't �/qA• \ !'-. O s.. � /' . .. - - _ >. •'.t�:"flL .r'. BASIN 9 �,, =� .�u ' �/•�-/, A.1fR:?.. _'t ..ta;r.^ �S •.�:N u . o r ... - ?ai i -f.` •�T�`'s .. h f 4a. c� /�J«, ,-:, ,t_ .s 5 ��i ,�{.�,. •'n �t• .r ' t t 4� a � •t F Ly�U�}� r . �CI • 'fk^• �v tk ,tF . r 1{IT3i�'�%iY�{ti� �---•'Y J. J,,I .T ^Y.. 5: .�� . „� lF-�l ICI `-'ypt �?^` .-"�-.t .. '^`^•74 t- Ji •T•r y,�,, •` .+ .. ,,,, >w *r :Rtr:. • .. rtt- . . M, 1g W If �' s; r • I t' 1 tF NOTE• -THE EXISTING OVERFLOW FL OWPAR KING G HAS 174 TOTAL L SPA CES N �`��'��•�` •�'rl ' •, . , .. •rw z t 1 \ t, ..... .:.... O ADDITION OR SUBTRACTION OF .. .. , .. .., .. : .:.... '•.' .. '... '':...• , . _ � � .. ALL OTHER PASSENGER LOTS,, N AD IT -a w- y f R ABOVE D E A E r. A THE U S.. SED N N M�. S RE PRO O PACE A Pi �k S , ti a., a .. I _. EXISTING APROPOSED. D S G N XI v t _ fy f i� PLAN GENERAL NOT ALBEMARLE COUNTY' FNNAL , G O ES O EROSION AND SEDIMENT CONTROL PLANS . :: ' • ' • GENERAL CONSTRUCTION NOTES FOR ERO M NT TR ,. 16, THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL MAINTAIN, REMOVE OR CONVERT TO PER 1- . STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED .. GENERAL CONSTRUCTION NOTES. 1: .THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, U 11, BUILDING OR OTHER P'ORTIUN•Ot- THE. C DISTURBING. A D ONE WEE CO ERENC O O THE COMMENCEMENT OF LANDACTIVITY, AN K -OF-WAY CUD G CONNECTION'TCONFERENCE ONE WEEK PRIOR T, PROPERTY.:.., • 1. 'PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF -WA ., !N L IN 0 PRIOR TO THE FINAL INSPECTION. DEPARTMENT OF O VIRGINIA TM T ANY EXISTING ROAD, A PERMIT SHALL BE, OBTAINED FROM THE .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 ACCCIRDING LBS/ACRE AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50(50 MIX OF ANNUAL THE PERMIT..WM ANY. 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 -HANDBOOK AND VIRGINIA REGULATIONS VR-625-02-00 EROSION AND SEDIMENT CONTROL REGULAZ'iONS. 'THROUGH • U T t : MATERIALSAND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND AUGUST 0 CONSIST OF GERMAN MILLET, STRAW MULCH IS TO BE APPEIIED AT 80LBS/100SF; 2:' ALL M .'ALTERNATIVES ARE SUBJECT.TO APPROVED BY. THE COUNTY EROSION CONTROL INSPECTOR. STANDARDS OF VDOT UNLESS OTHERWISE NOTED. " ' 3 ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OIR AS THE FIRST STEP IN As ' ? ^^tt S x: �• 1 BM tt %eMM . DESCRIPTION-`. ELEVATION: s� a ` Y I 1 - NORTHING '' : k Yf r,�t„ W,t- I v !.t 1i- FASTING`' : • ' 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 CLEARING. V 1.8..PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER PERMANENT D U ERTICAL. DATUM IS.NAVD88' CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH.THE APPROVED SEEDING, AN M LCH, . 3• .EROSION AND SILTATION N .. :. . AGRICUL • • ' TURAL'GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF INCORPORATED INTO THE TOP 4�` '• RADI R OTHER' : , .. STALLED PRI OR TO ANY CLEARING G NG O .. N AND SHALL BE IN - CONTROL OL PLAN N -. O N R ... • •.. ' • EROSION I ' GO O HE D ED E SHALL BE MAINTAINED O T 4.. A PY F 7 APPROVED EROSION AN S IM NT CONTROL'PLAN HA INTAIN N THE SITE :1 • •'...•: ': NCHES OF SOIL..FERTILIZER SHALL BE APPLIED AT.1000LBS CRE ' - ... '. /A AND CONSIST OF'A 10-20-10. NUTRIENT .. . CONST RUCTION. :. ... ALL TIMES. •: .. .. : ' : ..MIX. PERMANENT SEED rq .. SEEDING-SHALL' BE APPLIED AT 180LBS ACRE AND O • - . , ' .. .. .. 95 /o KENTUCKY 31 OR TALL - .. .. .. , . / C NSIST OF • :.FESCUE AND 0 5 . PERENNIAL /o ERE IAL EG •;:..-• ,. N RY RASSO E UC B ..';..'.. R K NT KY BLUEGRASS, S : TRAW MULCH IS TO BE APPLIED AT. •MULCHED... •-... ; - • O BE ZED SEEDED AND '�- •-` ` ' "`' ... EA RE FERTILIZED, ... - • . • ':''... • -• - �}.. ALL SLOPES AND DISTURBED AREAS A T.._ .. .. .. , ES' AREAS = ... ., 5, PRIOR TO COMMENCING LAND DISTURBING ACTIVITI IN AR A OTHER THAN INDICATED ON THES_ PLANS 80LBS/100SF. ALTERNATIVES ARE SUB • . , .,. ..P COUNTY R CO INSPECTOR' ... .. • JECT TO APPROVED BY THE G NTY EROSION CONTROL INS TOR; • :. :•: - BORROW OR WASTE AREAS THE,CONTRACTOR S LI'SUBMI ' • INCLUDING BUT NOT LIMITED TO OFF SITE ORR HA ,. T ' ... ...: C WHERE REASONABLY OBTAINABLE,'.'.. .... ..' ' • . '. ALLOWABLE SLOPE IS 2.1 HORIZONTAL.VERTI AL . WH R R LY• 5. THE MAXIMUM A ( } ,:... ' :...• . , .: .:.' ::. ,'.•... A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE:PLAN 19...MAINTENANCE. ALL MEASURES ARE TO BE.fNSPECTED WEEKLY -AND AFTER EACH RAINFALL, ANY DAMAGE'..' . • • •. • •''... •:, :� LEC7EN D: ��` • LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. APPROVING:' AUTHORITY. : O• C STRUCTURAL. , R CLOGGING L IN TOMEASURES IS TO BE REPAIR IMMEDIATELY SILT TRAPS ARE TO BE CLEAVE[)- .. WHEN 50% OF THE WE STORAGE OLU TVOLUME 1S FILLED WITH SEDIMENT. ALL SEEDED S AREA ARE TO BE .. N T OPINION F THE':• . .-..: . , . ^ D B E UIRED WHEN 1 HE OPI O O ' � - .• . '. - B STABILIZATION MAT LINED ITCH MAY BE.REQUIRED Q N ' 6. PAVED RlP RAP OR STA I IZAT .. • ! INSTALLATION O ADDITIONAL EROSION L MEASURES'.' �� ' •'• A O ST N F ANY A ITI NA OS ON CONTROL M - RE ••.--. 6. THE CONTRACTOR IS RESPONSIBLE FOR IN T S RESEEDED WHEN NECESSARY.TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE,AND DIVERSION DYKES STABILIZE D G • ; PROJECT OUTFACE : � :.. • ::. ' .�. .. .. COUNTY ENGINEER OR DESIGNEE IT IS DEEMED NECESSARY IN ORDER TOA DRAINAGE ., NE PREVENT O ND SEDIMENTATION S DETERMINED THE N APPROVING WHICH E COLLECTING S O ' NECESSARY TO PRE NT ER SlON A SE ENTA ON A E.TE BY E PLAN PPRO , ' • Hf H ARE LLECTIN SEDIMENT T HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED '. CHANNEL. .: - ', ..: ... .. . . AUTHORITY:.. IMMEDIATELY. ' ... :':'• .AIRPORT. PROPERTY LINE APPROX. O S G S HALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC. • T. ALL TRAFFIC CONTROL i N S L PROVED SEDIMENT CONTROL E , . U O IM NT T MEASURES A l : � 7'': L DISTURBED IN T AP T A L TIMES DURING • � � ''' 0 '' E •'CONTROL' • "'• A L AREAS ARE TO'DRA .. 2 . ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMO�XED'W1TH N 30'D S OF.' .. BE C l AY AL MARLE . OUNTY STREAM BUFFER DEV CES. _.. 1 i . . ' DEVELOPMENT UNTIL FINAL STABILSTABILIZATION,,. . • .. . LAND DISTURBING ACTIVITIES AND DURING SITE EL PMENT U ,RATION IS ACHIEVED. • , .FINAL SITE WHEN MEASURES RE O .. .. . ,NEEDED, SUBJECT T+O APPROVAL BY THE. - ' -A NN . - . FUTURE . DEVELOP MCOUNTY EROSION CONTROL INSPECTOR.ENT,8.UNLESS OTHERWISENOTED ALLCO CONCRETE PIPE HALL BE REINFORCED CONCRETE PIPE - CLASS Iil.E. ., .8. DURING DEWATER(NG OPERATIONS, WATER WILL B PUMPED INTO AN APPROVED FILTERING DEVIC, .. . 21.''l"H1S PLAN SHALL BE VOID 1 THE OWNER -.1�-�►- MAUL ROUTE •' T OS S O F H O R DOES NOT OBTAIN A PERMIT' WITHIN:1 YEAR OF THE DATE OF :` D PE INSTALLATION US C WITH THE .. " :. . O O UNDERGROUND OUND I LATI N M COMPLY W HA STANDARDS FOR . ' "�' : • '. ' .... 9. ALL EXCAVATION FOR N ER R PI •"• •`••• �• � • O CO O URES.PERI DI I INDUSTRY 29 CF . ' ART.1926 . ' 9. THE CONTRACTOR SHALL INSPECT ALL EROS) N NTR L MEAS 0 CAL LY AND AFTER EACH .. • ... • APPROVAL. (WATER PROTECTION .ORDINANCE SECTION 1.7-204G. .. .. ....; CONSTRUCTION I T Y R P - '..:. � . . • " ..CE RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO (MAINTAIN THE..CONSTRUCTIONENTRANCE::.. EC . VE E ROL.DEVICES SHALE BE DEIMMEDIATELY. :: FF TI N SS OF THE EROS ON CONT MA .... 122, PERMANENT VEGETATION SHALL BE.INSTALLED ON ALL DENUDED AREAS WI NHS WAS PROVIDED BY. THIN NINE 9 MO T AFTER' 10.. FIELD SURVEY. INFORMATION S • '. .•.. THE DATE THE LAND DISTURBING .ACTIVITY COMMENCED (WATER P • R PROTECTION ORDINANCE SECTIO N NTRA -CONTRACTOR 7AGI STAG ING 'A REA* • ..: ..: ,. .. '• TO R E _ ... • ; . 10. ALL FILL MATERIAL T TAKEN FROM AN APPROVED DESIGNATED BORROW AREA. ' ' •.. . • • . - . • . ROUDABUSH GALE AND ASSOCIATES INC • ra ... ... .. '.':CONTRACTOR EMPLOYEE PARKING:'' . .. . •:.- CEP- - • ' . a .. 914 MONTICELLO ROAD' .. .... • . ..: .... .., .. . . :... .. .. . ' . .. _ WASTE V S E AREA. EARTH FILL • . . 11. ALL WA T MATERIALS SHALL BE TAKEN TO AN APPRO ED WA T AR LL SHALL BE : - ' :• C A LO LEV G 229.02• .' H R TTESVI L IR (NIA .... .N - , . .: D RUBBISH, O DEBRIS. M 1. U I H AND OTHER .. �' MATERIALS ONLY FREE OF ROOTS STUMPS WOO R H R... GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLAN `` t! , S. ti 434 977-0205. . ( ) :• .' .- D STEEP SLOP •. '•' EXISTING. MANAGED MNGE .. , ....., .. RY 2014 , DATE. JANUA .. .. ,... .. : • • 0 0 ... .. 12 BORROW DAY F COMPLETION. • :: OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 S O PER ZONING T. .ALL DAMS. AND CONSTRUCTED FILL TO BE WITHIN 95 /o OF MAXIMUM DR D •• N : . •..Y DENSITY AND 2 /o OF OPTIMUM LIMITS OF DISTURBANCE ORDINANCE SECTION 5.1.28. O ^- „ MOISTURE CONTENT. ALL FILL MATERIAL.T BE APPROVED BY A GEOTECHNICAL ENGINEER. A ,11. AERIAL TOPOGRAPHY INFORMATION WAS PROVIDED BY. • • . .. - . GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS • ... • •'• '. 13 ALL INERT M E IALS SHALL BE SPO ED CO .. •. • . AT R H RAN RT 1N MPLIANCE WITH SECTION 13-501'OF E CODE O � •• '' • O OMAC E SU S THE F , •'' '' ... A RIAE RVEY ,. ,. ...,.. • ALBEMARLE. 1^ . .. ". , .. ' ... • . :. .. BE WATERTIGHT WITHIN T R , . D RISER JOINTS A O S 0 .. .. 2 PIPE AN R R !N RE T MWATER MANAGEMENT FACILITIES. :' ' • '•. • '`••'' �• -.:�.. ,•.' ' : - .Yl • � •.• .. FREDERICK COUNTY AIRPORT , 319 UC EI A , ,:. to • : ' . ... BORROW, L 14. RR FILL O WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE E R A A TY N IN TRIAL TYP POWER EQUIPMENT SHALE BE LIMITED O SEDIMENT BASINS ,� 1�11T T 3.. FOR TEMPORARY SE IM NT TRAPS ORWHICH ARE TO BE CONVERTED TO PERMANENT • . •.. FREDERICK MARYLAND 21701 .. .' . ..... - . c� :.. . .THE HOURS OF 7AOAM TO 9.00PM •' • : a ; . STORMWATER MANAGEMENT FACILITIES CONVERSION IS N07 TO TAKE PLACE UNTIL THE SITE IS 303 69 9 8 9 4 EXISTING. CRITICAL SLOPES PER ALBEMARLE COUNTY GlS m - STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE .COUNTY EROSION CONTROL INSPECTOR: " .: 100 0 100 200 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 t� ' SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AMENDMENTS) ' a ' - SCALE. 1. -•100 FEET,.. ' '> UNDER PREVIOUSLY APPROVED $ITE PLAN AMENDME ' IMPROVEMENTS' AND DAMAGE TO ANY PUBLIC STREET � • • • .' . • R T BECAUSE O SLIDES SINKING OR COLLAPSI_.. ' :• •. • ' :. JOBNO f. AlP NO. p,LTH O SURFACE PARKING`::EXPANSION. oWAi'P LocaL' o • >� • 97 1 Farrar' cour3.t Svite 1(J0 ...., " ' .. 'DRAWN BY..:` m � - .. r SHEET• ..' • . ' LLIAM M... � . + it f IU�ANA"ED STEEp :SLOP, E AND . Richmond,' Virg n a. 2323b .► �`� ESCHENFELDER 'DESIGNED SY:. OF _ ,• ALSEMARLE:C)UNTY NOTES N Bone: 804 275 8301 fax: 804 275-8371 ,� S Q " i o O . a r.' r d e a.l .:c o www t t mC�A Cq z ..... P S SCALE: DATE::' tS u CONSUL -TAN' t g, CNAL -ALBEMARLE . Q �w C.HARLOTTESVILLE ALBEMARL;E`AIPC)RT _ ..27 N, .. , O. REVISIONS. BY APP. DATE . : ' 1 - 400 .. JULY 2014 N