Loading...
HomeMy WebLinkAboutARB201800151 Plan - Approved 2019-02-22CHARLOTTESVILLE, VIRGINIA 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, U, EC, AIN MANAGED STEEP SLOPES TAX MAP NO.: 32 PARCEL NO.: 10 SITE PLAN NOTE ALBEMARLE COUNTY REQUIREMENT: AN APPLICATION FOR MINOR SITE PLAN AMENDMENT IS REQUIRED FOR THE AIRPORTS SITE PLAN ON -FILE AT THE COUNTY. THE AMENDMENT WILL ADDRESS SITE DEVELOPMENT (PLAN SDP-20144=19. BUILDING CODE DATA APPLICABLE CODE: 2012 VIRGINIA UNIFORM STATEWIDE BUILDING CODE rn ry a I fn 0 N N ENTRY PAVILION prepared for M 0 01 Z11111111 0 "An't Mi�m�F�,qw-AImw-A�-AL'AMEMW [a ARB-2018-151 ICav xre a z \ 22 / TLtB �a I, 1'<{ f A Ytan P nBels 257" y k t an • a Boston 229 DlenCe z tv C' 7 t+r kza,u a xn\ [1� ] atal a g °us Y , 18 a tb r Err: orrkr: � prin �` . / id a Xq Au \ 3 1an` N ytn If 3 '^^- c�, ,/ Byrd Y;: r Gani¢1 •n 3 \ Sync} , A \ ! "°+. 6p�(+ Cy a +�� Shenandoah z�Bif�.: at a 5 Culpeper' r Ufla S Haywood G'E'1 ♦ a a`251 <r jcf,7 4� 6tlydl rsville 7 a �6VOM 299 -...:,.. ( E6f d� 247 Ra,n Elkton Da n► 5 ke awn 5 �Jladlson 15 � - 3�R�- �t 230 �s� • ..«...� Sre Mt.243, z 4 VUolhowna 1a31i 6f: aCragviQrJ 3 Penn 33 a McGahe svrfla r• Hood' a z LocustDale n p1;1 .r Y �a taH21 Lair' x Aroda it 246 q CFIARLOIlEBVItr A SEMARKE \I r a z Badlant .,q ..Rapoln 52 1 ' 276 AIRPORT i• Stan@rdswlle Pratts a weyers F • 9T �' S r Rochelle 230 a tr Madison R nv le, i le Cave ((t3?5 r 4 'Mills z I—r- - a tatar mm r1 r Unlonv Ile a 256 l F I P9 z Grottoes Huckersvllle J f v sur,t1us 9e • �4 235 to ate! rand Ca%e as �` l Montpelier Sta : jfila} L&9 Re aiP sVille ' j A Hope a& qp [urrE' °,a ■ -U R r1 1'1 G I o �. f✓tarsinntrer lblvu n 1Gtlt ,_ o I S merset9 Lane 16iCj r/ ra er< T y 4U 15 (at2_l v a gBarhoursvillg Free Union :' n. ".. o s I`�, �C_1t 'jars R a y �- Earlys ille 01, 1 Hafmitaaew WhIEe CXn yr 2 CxtlYdonsvlll. Cxol vn HutiI fi 5 dL i II b ,t ((t771�. F$:3 6 e 26 f Crtr Wr h7u5eurn A.. ler5V11 86� # P62 , ,r '." a �231 I. . � .... a B 33 ,taf.r FTf) .Crozet 24Q vd ,29 �t)'s Grsmoni 13 9 18 etBT Ivy 11 p j 25 b 22 T evtllans Boswells oa .......4.. 9 it4�, a , ` 245 22 / Tavern � • �V's Keswick- { s Mir ztf ► Afton CHARLOTT _$VILE Y,l9 Louisa • X 12 �. 3B ri sl fl r E3 f 1 s Shadw . , i — h 15t f 40 \ School i20 n3i, ■ t2n 250 , 143 208 7 "* 3•rw BatBsvlllB3 2 w J8 1 24111. & Ci'w5 2 qX-fioaKl 7 1 t s North' 2lu Fake / kx 6 u- ? 6 G Ferncliff 6 tst 1 29 .•'.Garden. � �8rara:ijzr< Llei�jy � a n s 1a( z o". /' S .'s t 15 4�y GG4Kent s 5j; it a store 4 . � NIlysford / a t i 15 53, 48 s 1"abscoh z. 5 Inter 9reern 6 a C esuille r 3 Gr9 d 54 152 1 Kene?� Palmyra / r. rr f ,,Wo'ods Q 1 Fabar 6 t ,, �T'- 1� #1 �l F'i �g ?, T Hadensville• 151 MITI z ? rU 1 Esont [sz.i.I..Scott a t6z sville L 3 a59- T 4lako11tF chuyler 5 y x fl Lovtndston Maimt,rn311s Fork Columbia selanda • eus .j Ltu5e,im ham, �_; 44 k N r Fife I j ze Howardsville s Uniolt y s ( as BrgIn y' ipman Biff ^L a tr,a r jnff,' s ? rr .,- f New 6 e S 45 Tavern1 Coll e a �anton u' -. J i ,qy 'r Hayr �Arnngtol 7 ` (ci:>.^� { Arvonra Ezl f q We tcnii t'r` y,_p Sn fj.E, �' ff (1�7 1. ,r ,r a ,+.. S (.=tiFar rt to _' s • �, CarZ�rsvAl _. o i Wiitgina �� ° r r' LurnAerlanri 4 «. l Ndrvvood ¢ ": j' " g f l fl T e S,te, Forest .- 4 JaMps Rive uCt.?I !fir 6?r SratoPark 56 rn 20 15 / ,r lrenhor s 2 s x605 ll u h Ic 1 r i I A 7 ril It,21]x� i ,. 1 2s ; l; l v„ Bupkmr ha ° Lr; z 3n, Gl dstone ¢Na,C,eektae a, u! B9 ° fCltJl t, Mt. Rush • Dillwyn Stern Pak 5 L VICINITY MAP SCALE:1'=12 MILES (APPROXIMATELY) 'IV'imoOlpr CH OTM CHARLOTTESVILLE ALBEMARLE NO. TITLE 1 COVER SHEET 2 GENERAL LAYOUT 3 DEMOLITION PLAN 4 SITE PLAN 5 GRADING & DRAINAGE PLAN 6 PHOTOMETRIC PLAN Al ARCHITECTURAL RENDERINGS & FLOOR PLAN A211 ARCHITECTURAL EXTERIOR ELEVATIONS - EAST & WEST A212 ARCHITECTURAL EXTERIOR ELEVATIONS - NORTH & SOUTH REF 7r1 SDP-2014-00019: SHEET 1 REF #2 SDP-2014-00019: SHEET 4 OF 27 DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER / ZONING ENGINEER BUILDING OFFICIAL ARCHITECTURAL REVIEW BOARD FIRE OFFICIAL ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION SIGNATURE DATE 0 N r O H LU 0 U m Q O T ARB REVIEW NOT FOR CONSTRUCTION Date NOVEMBER 2018 Scale NONE Drawn NTM Checked CRJ Project No. 2215-1801 Sheet No, Of STATE ROUTE 649 (f0 CHARLOTTESVILLE) GENERAL NOTES 71 0, 0,-4# G1. THE CONTRACTOR SHALL MARK AND LIGHT THE AREAS OF CONSTRUCTION IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. AT NO TIME SHALL PUBLIC SAFETY BE COMPROMISED. THE CONTRACTORS EQUIPMENT AND VEHICLES SHALL BE MARKED WITH COMPANY NAME. G2. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL EXISTING UTILITIES AND FACILITIES FROM DAMAGE BY EQUIPMENT OR PERSONNEL. THE CONTRACTOR SHALL CONTACT ALL UTILITY AND FACILITY AGENCIES FOR FIELD MARKING BEFORE BEGINNING WORK. THE LOCATION OF EXISTING FACILITIES DEPICTED IN THESE PLANS ARE APPROXIMATE AND ARE SOLELY BASED ON SURFACE OBSERVATION. G3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY EXISTING UTILITIES OR FIXTURES THAT ARE DAMAGED BEFORE THE BEGINNING OF CONSTRUCTION. G4. ANY UTILITIES OR FACILITIES DAMAGED DURING THIS PROJECT BY THE CONTRACTOR'S MEN, EQUIPMENT OR SUBCONTRACTORS SHALL BE IMMEDIATELY REPAIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR IS ADVISED THAT HAND DIGGING TO PROTECT UTILITIES FROM DAMAGE SHOULD BE ANTICIPATED. G5. ALL DISTURBED AREAS, INCLUDING THE CONTRACTORS STAGING AREA, PAVEMENT SHOULDERS, HAUL ROUTES, ETC. SHALL BE RESTORED TO A SMOOTH LINE AND GRADE TO ENSURE POSITIVE DRAINAGE. THE CONTRACTOR SHALL MAINTAIN THE HAUL ROUTE FOR THE DURATION OF THE PROJECT. THE CONTRACTOR SHALL KEEP ALL DIRT AND DEBRIS OFF OF HARD SURFACES AT ALL TIMES. THE CONTRACTOR SHOULD ANTICIPATE ROUTINE SWEEPING OF ADJOINING PAVED AREAS. G6. THE CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS AS PER THE PROJECT SPECIFICATION VA-603. THERE WILL BE NO MEASUREMENT FOR WORK DONE OUTSIDE OF THE PROJECT LIMITS. G7. THE OWNER SHALL OBTAIN THE ALBEMARLE COUNTY BUILDING PERMIT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESEARCHING AND OBTAINING ALL OTHER PERMITS, LICENSES AND BONDS, ETC. REQUIRED BY LOCAL, STATE, AND FEDERAL AGENCIES. G8. AT NO TIME SHALL THE CONTRACTOR (MEN, EQUIPMENT, AND/OR SUBCONTRACTORS) GO INSIDE OF THE AIRCRAFT OPERATIONS AREA. G9. CONTRACTOR SHALL NOT IMPEDE THE FLOW OF TRAFFIC ON THE AIRPORT ACCESS ROAD (BOWEN LOOP ROAD), EXCEPT DURING POURING OF CONCRETE FOR ENTRY PAVILION AND CRANE WORK ASSOCIATED WITH CANOPIES, SEE MAINTENANCE OF TRAFFIC PLAN. G10. EXCAVATING ADJACENT TO ROADWAY. SHORING WILL BE REQUIRED DURING EXCAVATION ADJACENT TO THE LOOP ROAD. THE CONTRACTOR SHALL SUBMIT A SHORING PLAN, IDENTIFYING MEANS AND METHODS PROPOSED TO PERFORM THE REQUIRED WORK, TO THE AIRPORT MANAGEMENT AND ENGINEER NO LATER THAN AT THE PRE -CONSTRUCTION MEETING. A NOTICE TO PROCEED WILL NOT BE CD ISSUED UNTIL THIS PLAN IS IDENTIFIED AND ACKNOWLEDGED BY THE 3: AIRPORT MANAGEMENT AND ENGINEER. 0 z G11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL 0 OF ALL WASTE MATERIAL FROM THE SITE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, BROKEN CONCRETE, PACKAGING, a ASPHALT, TRASH, ETC. THE CONTRACTOR SHALL COORDINATE a2 THE NECESSARY RECEPTACLES FOR THE DISPOSAL OF DAILY , I TRASH FROM THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE N FOR CLEAN UP OF THE SITE AFTER EACH DAYS WORK. N G12. THE CONTRACTORS EMPLOYEES SHALL PARK ONLY IN THE AREA DESIGNATED BY THE ENGINEER/OWNER. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL POSITION ALL EQUIPMENT, TOOLS, MATERIAL, ETC. IN THE APPROVED CONTRACTOR'S STAGING AREA UNLESS OTHERWISE REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. G13. TOPOGRAPHIC SURVEY INFORMATION PREPARED BY: LINCOLN SURVEYING 632 BERKMAR CIRCLE CHARLOTTESVILLE, VIRGINIA 22901 G14. GEOTECHNICAL INFORMATION PREPARED BY: ECS MIID-ATLANTIC, LLC. 4004 IHUNDERSTAND COURT, SUITE 102 CHARLOTTESVILLE, VIRGINIA 22911 G15. HORIZONTAL CONTROL, VIRGINIA STATE PLANE SOUTH ZONE NAD 83. VERTICAL CONTROL: NORTH AMERICAN VERTICAL DATUM OF 1980 (NAVD88). G16. THE CONTRACTOR IS RESPONSIBLE FOR THE STAKING OF THE BASELINE AND ALL ITEMS NECESSARY TO CONSTRUCT THE PROJECT. THE ENGINEER HAS PROVIDED THREE BENCHMARKS FOR VERTICAL AND HORIZONTAL CONTROL. CONTROL POINTS SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. IF A DISCREPANCY IS FOUND THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. G17. THE OWNER RESERVES THE RIGHT TO CONTRACT AND PERFORM OTHER OR ADDITIONAL WORK ADJACENT TO AND WITHIN THE WORK AREA COVERED BY THIS CONTRACT. WHEN SEPARATE CONTRACTS ARE LET WITHIN THE LIMITS OF ANY ONE PROJECT, EACH CONTRACTOR SHALL CONDUCT HIS/HER WORK SO AS NOT TO INTERFERE WITH OR HINDER THE PROGRESS OR 'THE COMPLETION OF THE WORK BEING COMPLETED BY THE OTHER CONTRACTORS. THE CONTRACTORS WORKING ON THE SAME PROJECT SHALL COOPERATE WITH EACH OTHER AS DIRECTED BY THE ENGINEER. ANY ADDITIONAL EFFORT OR WORK REQUIRED FOR SUCH COORDINATION 'WITH OTHER CONTRACTORS SHALL BE INCIDENTAL TO THE PROJECT AND NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE. IT IS ANTICIPATED THAT OTHER WORK MAY BE COMPLETED BY AN INDEPENDENT CONTRACTOR(S) DURING THE COURSE OF THIS PROJECT. G18. ANY LISTED MANUFACTURERS EQUIPMENT SHALL MEAN THAT LISTED ITIEM OR AN APPROVED EQUIVALENT. G19. IN THE EVENT THAT FUNDS ARE NOT AVAILABLE, THE OWNER RESERVES THE RIGHT TO NOT AWARD THE CONTRACT. SAFETY NOTES 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 72 HOURS WRITTEN NOTICE TO THE AIRPORT MANAGEMENT AND PROJECT ENGINEER. S2. THE CONTRACTOR SHALL COORDINATE INGRESS AND EGRESS REQUIREMENTS WITH THE AIRPORT MANAGEMENT AND THE PROJECT ENGINEER. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTROL ACCESS TO THE PROJECT SITE. S3. ALL CONSTRUCTION VEHICLES INCLUDING PERSONAL VEHICLES, MUST BE PARKED WITHIN IDENTIFIED STAGING AREAS UNLESS OTHERWISE COORDINATED WITH AIRPORT MANAGEMENT AND ENGINEER. ALL VEHICLES OPERATING ON AIRPORT PROPERTY SHALL BE IDENTIFIED WITH COMPANY NAME. S4. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL DESIGNATE A REPRESENTATIVE AND ALTERNATE TO CONTACT ON A 24 HOUR BASIS. FOR EACH INDIVIDUAL, DAYTIME, NIGHTTIME AND/OR CELL PHONE NUMBERS SHALL BE PROVIDED TO THE AIRPORT MANAGEMENT, PUBLIC SAFETY PERSONNEL AND ENGINEER AT THE PRE -CONSTRUCTION MEETING. S5. ALL EQUIPMENT AND MATERIALS SHALL BE RETURNED TO THE STAGING AREA AT THE END OF EACH DAYS WORK. S6. THE CONTRACTOR SHALL KEEP ALL ACTIVE AIRPORT PAVEMENTS CLEAR OF ALL DEBRIS, STONE, DIRT, MUD, CONCRETE, ETC. DURING CONSTRUCTION. ALL ACTIVE PAVEMENTS SHALL BE CLEANED OF CONSTRUCTION DEBRIS AND SPILLAGE IMMEDIATELY. THE CONTRACTOR SHALL VISUALLY INSPECT THE ACTIVE PAVEMENTS AFTER EACH CROSSING BY VEHICLES THROUGHOUT THE DURATION OF THE PROJECT. S7. THE CONTRACTOR SHALL CLEAN ALL CONSTRUCTION AREAS OF LITTER, LOOSE PAPERS, DEBRIS, ETC. DAILY OR AS DIRECTED BY AIRPORT MANAGEMENT OR THE ENGINEER. ALL DEBRIS SHALL BE CLEANED UP AND PROPERLY DISPOSED OF PRIOR TO THE RELEASE OF THE CONTRACTORS EMPLOYEES OR SUBCONTRACTORS. S8. THE CONTRACTOR SHALL COORDINATE ALL ACCESS ROUTES TO ALL CONSTRUCTION AREAS WITH THE ENGINEER AND AIRPORT MANAGEMENT. S9. INSPECTIONS WILL BE MADE BY THE AIRPORT DURING THE PROJECT TO ENSURE THAT THE CONTRACTOR IS FOLLOWING THE RECOMMENDED SAFETY PLAN PROCEDURES. S10. IT IS THE CONTRACTORS RESPONSIBILITY TO PLACE AND RELOCATE, AS NECESSARY, THE PROPER BARRICADES AND SAFETY FENCING AS REQUIRED FOR THIS PROJECT. NO SEPARATE PAYMENT WILL BE MADE FOR THIS WORK. S11. ALL BARRICADES SHALL BE INSPECTED BY THE CONTRACTOR AT THE END OF EACH WORK DAY AND SECURED PRIOR TO LEAVING SITE. PHASING NOTES CONTRACT TIME: 150 CALENDAR DAYS (ESTIMATE) LIQUIDATED DAMAGES IN THE AMOUNT OF $500.00 PER CALENDAR DAY WILL BE ASSESSED AGAINST THE CONTRACTOR FOR EVERY CALENDAR DAY THAT THE CONTRACT TIME PLUS APPROVED EXTENSIONS IS EXCEEDED. THE PHASING PLAN SHOWN IS A CONSERVATIVE APPROACH TO THE SUCCESSFUL COMPLETION OF THE PROJECT BASED ON THE CONTRACT TIME NOTED. THE AIRPORT IS TO REMAIN OPEN FOR THE DURATION OF THE CONSTRUCTION. THE CONTRACTOR SHALL BE REQUIRED TO WORK WITH THE AIRPORT MANAGEMENT IN MAKING SURE THAT ACCESS TO THE AIRPORT IS POSSIBLE AT ALL TIMES. THERE WILL BE NO SEPARATE PAY ITEM FOR ACCESS COORDINATION. ANY COSTS ASSUMED FOR COORDINATING ACCESS SHOULD BE INCLUDED IN THE COST FOR MOBILIZATION. NO ADDITIONAL CALENDAR DAYS WILL BE ADDED TO THE PROJECT FOR REVISED PHASING PLANS. P1. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL GIVE A; MINIMUM OF 72 HOURS WRITTEN NOTICE TO THE AIRPORT MANAGEMENT AND PROJECT ENGINEER. P2. THE CONTRACTOR SHALL SUBMIT A PRELIMINARY PROJECT SCHEDULE IDENTIFYING MAJOR TASK ITEMS TO THE ENGINEER. AND AIRPORT MANAGEMENT AT THE PRE -CONSTRUCTION MEETING. A FINAL PROJECT SCHEDULE SHALL BE PROVIDED BY THE CONTRACTOR A MINIMUM OF 72 HOURS PRIOR TO START OF CONSTRUCTION OPERATIONS OR 30 DAYS AFTER PRE -CONSTRUCTION MEETING, WHICHEVER IS LESS. P3. THE CONTRACTOR SHALL VERIFY LOCATION AND PLACEMENT OF ALL BARRICADES IN THE FIELD WITH THE AIRPORT'S INSPECTOR. THE LOCATION OF THE BARRICADES SHALL BE IN ACCORDANCE TO THE PROJECT MAINTENANCE OF TRAFFIC PLAN. THE CONDITION AND LOCATION OF ALL BARRICADES SHALL BE CHECKED DAILY BY THE CONTRACTOR. THE CONTRACTOR MAY BE ASKED TO RELOCATE OR PLACE BARRICADES IN DIFFERENT LOCATIONS IN ORDER TO IMPROVE AIRPORT OPERATIONS. THIS SHALL BE DONE WITHOUT ADDITIONAL COST TO THE OWNER. P4. THE CONTRACTOR'S SUPERINTENDENT SHALL HAVE REGULAR BI-WEEKLY MEETINGS WITH THE AIRPORT'S INSPECTOR. THE PROJECT SCHEDULE SHALL BE REVIEWED AT EACH MEETING, AS WELL AS WORK ANTICIPATED FOR THE WEEK. P5. THE CONTRACTOR SHALL FOLLOW ALL SAFETY PLAN REQUIREMENTS AS STATED IN THE SAFETY PLAN NOTES. NO DEVIATION WILL BE ALLOWED UNLESS OTHERWISE COORDINATED WITH THE ENGINEER AND/OR AIRPORT'S INSPECTOR. COUNTY GENERAL CONSTRUCTION NOTES C1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE RDQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. C2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. C3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. C4. ALL SLOPES AND DISTURBED AREAS ARE TO BE: FERTILIZED, SEEDED AND MULCHED. C5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. C6. PAVED, RIPRAP OR STABILIZATION MAT LINED DIITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. C7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. C8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. C9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE' CONSTRUCTION INDUSTRY (29 CFR PART 1926). LEGEND AIRPORT PROPERTY LINE HAUL ROUTE BM1Q BENCH MARK X -_._ -x EXISTING FENCE CONTRACTOR STAGING AREA r EXISTING TREE LINE BENCHMARK SCHEDULE STATION OFFSET BASELINE NORTHING EASTING ELEVATIONS 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 604.95 100 0 100 200 1 " = 100' scale feet Z O U) Cn w U' O d Z co Lu m 0 Z W o z ff o W U w � Cd m O 12 O Cd O -} D ARB REVIEW NOT FOR CONSTRUCTION Date NOVEMBER 2018 Scale 1 "=100' Drawn NTM Checked CRJ Project No, 2215-1801 Sheet No, 2 Of - )4, I EXISTING LIGHT POLE TO REMAIN NEAT VERTICAL SAW CUT (TYP) { S STA 14+00 NORTH 938358.50892 EAST 11497825.08555 Bev 804.4E I I EXISTING LIGHT POLE T� BE CAREFULLY REMOVED AND RELOCATED. SEE SITE PLAN CAL YP) or MULCH BED & TREE TO BE REMOVED --\ 0012 Ed Ed r1i Ed rid WIN% CURB ISLAND MULCH BED & TREES TO BE - REMOVED C LIGHT POLE TO BE REMOVED DRAINAGE MANHOLE TO REMAIN CURB ISLAND MULCH' BED & BUSHES TO BE REMOVED ?.1.s i AUTHORi f) #f. 3. 818 P. 2 10 TO BE REMOVED — LIGHT POLE TO BE REMOVED EXISTING LIGHT POLE TO BE CAREFULLY REMOVED AND RELOCATED. SEE SITE PLAN �2 BASELINE 'C' EXISTING LIGHT POLE TO REMAIN I E LEGEND EXISTING PROPOSED EDGE OF PAVEMENT w -- - WATER LINE -- ELECTRIC LINE — ELECTRIC VAULT �l LIGHT POST SEWER LINE..F DRAINAGE PIPE U N DERDR AI N UD------------- BUILDING DEMOLITION SHEET INDEX ,111111II, I,I • Jw 10 0 10 20 1 "=10' scale feet 0 z z o Z ff O it a w � d z Ei rr ARB REVIEW NOT FOR CONSTRUCTION Date NOVEMBER 2018 Scale Drawn NTM Checked CRJ Project No, 2215-1801 Sheet No. 3 Of BRICK RETAINING WALL FOR TIE-IN TO SLOPE. SEE - ARCHITECT RENDERINGS 8 �2 \ 5, PROPOSED MECHANICAL YARR ..., ;.., , BRICK RETAINING WALL FOR TIE-IN TO SLOPE. SEE ARCHITECT RENDERINGS s` } .... s s „..._ _.. w. .. <: NEAT VERTICAL SAW -CUT, PROVIDE EXPANSION _... _-. _<,. , 1 . , ° 5 ° .. ,.... ....... €, .�......,,. , , _ ,, . , __. ^ . _ -"- ✓� <` t ' _ __.. W, Es' , p ° 5p p NEAT VERTICAL SAW CUT PROVIDE EXPANSION JOINT AT TIE-IN TO EXISTING SIDEWALK a _,,.Q. a .....: . a: o ° ; �� ° p' c JOINT AT TIE-IN TO EXISTING SIDEWALK k ,8,27.68 RSTA. 13 93.7 d 114 i PROPOSEU ENTRYILION ,j-PA t ��:A /1Ar /'1•r /1 /"1sT/\1"1\J': f1T1"1:1 1/1T1 11"11� . ,;',,.,,t�� p° _ �... ...... ... € � < ��; .: ..:' Y .,: ^r .. .. ... `.���-'. � 7 4" WHITE LINE (TYP) WITH YELLOW ARMOR P D, 14+00',. STA , ... P..... , . - STA 13+00, STA 12+00 .50892 ,.... , i 38358 TH 9 NOR < EAST 5.08555 �.._ 9762 � . CURB ISLANDIT TREES ,`-WALK,WARK 10 WIDE CROSS , SHRUBS, AND MULL H TE DINES TYP _. N H B`ISLAND€WITH TRE ES,, ( ) -I CUR _ _..,, , • .. LANDSCAPING _._.. + S ING NEAT VERTICAL SAVW CUT MULCH _ AND MU SHRUB S Bev 604AS IORTO _ TACK JOINT PR NEAT VERTICAL SAW C UT AND ING. _ 1 L SOAP 24 .. PAVING TYP TACK.IOINT PRIOR TO _ -C G _... STA. 11 4 2 "L -NOT 6 SEE v . CURB. , .,, ........ ,,._.. _ .. .. ,.... ,... _ ...... r_ _. _ a _ , . , _...... .. _. ......... ,. .. .. .,, ... ... ... N E P_.. ... _..._ € . 1 gl I p, 4 10` I f 9' 1 �� 0 ©981R2 3 A. 13+509 . ST 5 ...... ,.. .. . ,F STA. 13+93.78, 52.49'L A. 12+07.02, 52.211'L r LEGEND EXISTING PROPOSED EDGE OF PAVEMENT._,.,w .............:..:....... WATER LINE __..__._...k ,_,...,_... W ELECTRIC LINE: — — ' E ELECTRIC VAULT JB I� LIGHT POST SEWER LINE u S FLAG POLE DRAINAGE PIPE UNDERDRAIN �.. EJ1.- .:....:......... BUILDING 7 ' .... ASPHALT PAVEMENT SIDEWALK • `r• ` :'•:., •� .' ?'•; '. NOTES: 1. SEE DEMOLITION PLAN FOR ITEMS TO BE REMOVED. 2. ALL ELECTRICAL INSTALLATIONS TO BE IN ACCORDANCE WITH NEC AND LOCAL CODE. 3. ALL NEW ELECTRICAL CABLING TO BE IN CONDUIT. CONDUIT TO BE UL LISTED SCHEDULE 40 PVC. 4. SEE ARCHITECTURAL DRAWINGS FOR ALL UTILITY STUB -INS REQUIRED FOR BUILDING AND CANOPY INSTALLATIONS. 5. ALL WELDED WIRE STEEL REINFORCEMENT USED IN SIDEWALK AND EXTERIOR SITE WORK SHALL BE EPDXY COATED. 6. SEE PHOTOMETRIC PLAN FOR LIGHT FIXTURE REQUIREMENTS. 7. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. LANDSCAPE MATERIALS SYMBOL COMMON NAME NO. SIZE ROOT/CONT (D_ LACEBARK 10 2.5"-3" CAL B & B ELMEE MOUNT AIRY 11 3.5'-4' HGT #7 CONT FOTHERGILLA HENRY'S GARNET 34 2'-3' HGT #5 CONT SWEETSPIRE BAS&M W LANDSCAPING NOTE: 1. ALL PLANT MATERIALS AND INSTALLATION METHODS SHALL BE IN ACCORDANCE TO ALBEMARLE COUNTY STANDARDS I AND THE LANDSCAPE PLAN D i EVELOPED BY ANHOLD I, ASSOCIATES FOR TH E HE "APRON/PARKING EXPANSION" PROJECT DESIGNED BY DELTA AIRPORT CONSULTANTS. REFERENCE DELTA SHEET NO'S: L101-4 AND L103-4 FOR LANDSCAPING REQUIREMENTS. SHEET INDEX .1 10 0 10 20 scale feet rn 0 CQ N O z w 0 v m m d z r w JJ� I I �0 r� 1 Cd 1 r�l 1--I in 32 T� V ARB REVIEW NOT FOR CONSTRUCTION Date NOVEMBER 2018 Scale Drawn NTM Checked CRJ Project No, 2215-1801 Sheet No. 4 Of CHARLOT f P".:.k,[.E-ALBEMARLE AIRMAI'l ,J U110RHY TMP32-1101)Ji 8181f",210 FD ao �2 LEGEND EXISTING PROPOSED EDGE OF PAVEMENT SPOT ELEVATION 05�34- 1' CONTOUR 613 — 5' CONTOUR CeDlo — WATER LINE .................... ELECTRIC LINE ELECTRIC VAULT LIGHT POST -rye. SEWER LINE FLAG POLE -� DRAINAGE PIPE Zy UNDERDRAIN UD BUILDING SILT FENCE (SF 3.05) SF LIMITS OF DISTURBANCE LOD— SOIL BORING ASPHALT PAVEMENT SIDEWALK 10 0 10 20 1 "= 10 scale feet Cf) 000 0Z U 00 G� o� 00 E- 00 U) In 00 0 Q; ZW ARB REVIEW NOT FOR CONSTRUCTION Date NOVEMBER 2018 Scale Drawn NTM Checked CRJ Project No, 2215-1801 Sheet No. 5 Of a Jam- , C( CINIARRON mg I P-maw H�M.Lunhum I Ab Im A I timmasm MEW- LED CHOLTEuhrgLot I A I-WMIS LEGEND I &G�PAVZITTUW 2 wnsv�tnr : LEQ di z s Fore wu�t�nppxv r w On= V Ve �'Amwgy IC60 mA U� auab ble 06CL con. • "e'k,"m dt -;.I:, PR n11rKQ meatier cpimrm fl rt . 1=1�111 �C LED �A MO X LED ccof"'nl on CHARL01 fESVI; 'J_'�JEMAF1,,[ Lre jlixfA 4�3�1�av� irdoaim('� surg�amm Par- 4) Z-8 IT- F-k - 0 Win Conti) 6- dat , F'J f.f -]Dim wi-.0-10Y AIRPOM F=1=11 o��Ulrdwrdvs 0.'n is, �t= I [VI P 3 2 0 1), 1. h K 2 0 11,11,�ti],011.l�'It",Pl.��n':'t�',', "�t 2 J."'i, .1 3A U de� fnetaric-11 tlfifl'ff�ion 12�1 t P OQI 4zan NY hsrllFmnm; B •o'!g4g'=%HLtW1 S.t.1 • d-t" ,a ve 11p I'A rm 0*& - 45)) pKdxp&. EFA - 13 tf =�Irlm!l,(-'}I- •W%N�ro rm r G -ftlm?ip�vit Irm retllMft An�l V ir"Ila , Ti,­,Jrumn1oA2ckJ1p1YAn _T ftlbw.ktmstm JiM a drA, F B, _T D [ffldlM1 3h1F. -2) .. . .. ........... ...... .... ........... . .......... ......... .... ... .............. .. ......... ....... . .. .. ....... 35 90J, Irr1kfi limibd ........... . ........ .),t&4 ibz AI i. LED%(ra U, -Lu .... .. ............. . . ..... .......... .... � .......... ...... ....................... .... ". ... .... ... ...... ...... .. .... ... ................. ..... ....................... J ......... . ...... trye dULkS arJ C�C224S)fi .. I . W•�1) 24 kiia ... .... .. ........ ........ ........ .MA45fgiigts,kcm( . t. .N ... .. .wpumtWODOC f9Tj h)tsS(5CR V'. . ..... .. ... ... . .... . .. ....... - • -IDAaffxu"J M 4.01 0.0 1'.B.0 ,o UAV. -o A U.1 U.0 41 U..+ V. J 41 4 4 LIJAIN'AdRf ECRPTiQN + + + + + + + + + + + + + q ';� 0 �51 1 4.1 +12 2.3 tt 1.6 .4 0.3 R'D'V!D-�' -10AET- --IN,' 0.4 Or+1.3 1.9 2.7 3.6 f4 5-.5. t6 0 0 1.1 iol� +06 +0.5 ,-+0.5 +0.5 0.2 713, T C Q P, -S AB 4 A A A 2, EA*�'SEPABLY. -.AF- + _4 + C 14 5-1-'-"-4.64,1** 3. _-�­310­'' -2,'.3. 412 9 0 7, 0 ­t , , .7 + 6,6­', +0 + .+0.4 +0.3 + 5,.3,.-, t54,14- J +0.7 � 4 10.e, 9.1 1 �9 2A, 4J., .7, H "A 4 E F LEC-Oi- L i F,-,P 2, H 1 E NJED,.'_F 0.4� LO+,'VIRIDE'�CENT ALULIINIJA AND ELF -FLANGED. 4 7. A 4­ 4 4 + + + + + + + + + �2 _-t. �O 6 ,0:7 4 -%q'. 1 4. '-4 ALV AN`ZED STEEL A_Jhf_+TK)N,' BOX P:l 80T HINI3 E D PC_',C E S,�,' CG V ERS A NIC-11, SPRING 6 /0, 13 A 8 12. P.9 071 '0.8'� 1.0' 1. 0 0.8 .0.5 0.3 .2.0, 26 2. 8 4 o. A o. 4 -H� DDIAEUA- F R o '4 A A 4, LAJ;, T. K;*-� l-,41D THREE V2 KNID( '01 -41 " JN�� C C 4 1 GHT "OL"'3f," C F� CARAUTY ,4(4 IN, 4 OUT,, N0, 12 ")NDUCTORS 4 + + + + + + + 08 0. 0.7 1.2 +0.3 Y" 4 8. 5,, I I I fo 1�4.. .22 It 0.0 A+ 0.6:. RATEF,'F R_ 0.3 0.5 -A' 1.9' 0. 9",� ..'�1%2' 117 8 .4 1.7. 41.7A A- A"' o 4 A -5z H�- H-E.RW HTINES'_', L]EDS IMOUN:p1? T(D A 1,,41 RC D, E N`3 i _,'.R I N G z A -L-'jjj IF 7 5, SIT:_2=­ I's TAI..00RE(J JITBOAR 0 + �O .0+1�0 •.'+Q.8 A­­� 4-1.2 Qi5 ,+U 7:5 ��+0.7 .5 + + + .6 0.8 + 1 0.5 +05 1.0. +0.9 +0.7 + 0.3 0.4 +0.3 J C(X -RUN"N� tIG 0PERA trAll. CRI,.BIJ. ........... q'� 's CERPFIC'.�JPON _ANFDTE�"TEDIK, 0,00RDAIIC`EWITHIE�NA LfiI-7`_,ANDLfA-8',_�ST MARC A PROPOSED I'd MECHANICAL YARD-1-1i • A . ........ . + + • "O CALULITE" SERIES + + + .4 + 4 + Ti 1'� 4 2.5 3 5,0 5.8 5.2 215 1 5 1.0 , �6 i'; � - .:" .. 4 '4 JLUf,JEN_QJ L tA P TY F, E: VOLTAC4E .. .. .. ..... E W ..4 o TYPE '8i I A­1;6 '�' . . f"1110UNP11"G, A A. ...... •. .. . . . .. . . ........ . ......... K LE 22 ;2CV277 RECE�,qED, CEILING AVILION 4 B PROPOSED'ENTRY."P A 0 0 0 0 0 0 0 0 0 0 (REM 0 AND 0 1700 10 1 01 = 105 scale SHEET INDEX U) z 0 z0 ff cf) ARB REVIEW NOT FOR CONSTRUCTION Date NOVEMBER 2018 Scale Drawn NTM Checked CRJ Project No, 2215-1801 Sheet No, 0 10 20 feet Of VIEW FROM THE SOUTHEAST VIEW FROM THE NORTHEAST ----jr•' CHO A 1 R P O R T r \r \Ifs -1/ l/ l TERMINAL LEVEL FLOOR PLAN VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED LONG TERM PARKING LOT LEVEL FLOOR PLAN EXTERIOR FINISHES Charlottesville - Albemarle Airport (CHO) Entry Pavilion WHITE METAL ka TALBERT & BRIGHT �� Price Simpson im Harvey .n, ^ °Pr '12018-PRICE SIMPSON AR� Ryi2zA�z% wP ]a �/ ARVEY lG1R u..ain�.,wnn 01 BRICK VENEER BORAL BRICK - MAINSTREET COLLECTION SALISBURY WIRE CUT TO MATCH EXISTING 02 METALL WALL PANELS TBD WHITE - TO MATCH EXISTING 03 METAL ROOF PANELS; STANDING SEAM TBD WHITE - TO MATCH EXISTING 04 WALL LOUVER TBD WHITE - TO MATCH EXISTING 05 ALUMINUM STOREFRONT WINDOWS TBD WHITE - TO MATCH EXISTING 06 ALUMINUM STOREFRONT DOOR TBD WHITE - TO MATCH EXISTING 07 AUTOMATIC SLIDING DOORS TBD - - TO MATCH EXISTING 08 ALUMINUM CURTAINWALL WINDOWS TBD WHITE - TO MATCH EXISTING 09 ALUMINUM CURTAINWALL WINDOWS TBD WHITE - BUTT GLAZED, NO CAPS 10 1 FLAG POLE TBD BLACK - 11 HOLLOW METAL DOOR AND FRAME TBD WHITE - TO MATCH EXISTING 12 METAL RAILING TBD BLACK - TO MATCH EXISTING 13 WALL SCONCE TBD - - AS SPECIFIED IN NARRATIVE I c 0 c v v c 0 a c w O V i E o� o n- �" o >m a)00 v� (, �(V V � eIP 207 North Foushee Street Richmond, Virginia 23220 Phone: (804) 823-2900 www.pricesimpsonharvey.com CHO Terminal Entry Pavilion 100 Bowen Loop Road Charlottesville, VA 22911 DESIGN DEVELOPMENT L� COPYRIGHT 2018 -PRICE SIMPSON HARVEY. USE OF THIS WORK IN WHOLE OR IN PART IS FORBIDDEN WITHOUT EXPRESSED WRITTEN CONSENT. REVISION SCHEDULE No. Description Date 1 ARB COMMENTS 01/25/2019 PRICE NO. 2011-05 SCALE: 3/16" = 1'-0" DATE: NOVEMBER 2018 SHEET: EXTERIOR ELEVATIONS A211 I 0 c a� a� a� c 0 >z Ld W 0 V __ Z5 o� 0 o� C N v 00 /O L \ �N lJ � 01 5 4 J. EXTERIOR ELEVATION KEY NOTES 10 NO. MATERIAL ----J MANUFACTURER COLOR FINISH REMARKS 01 BRICK VENEER BORAL BRICK - MAINSTREET COLLECTION SALISBURY WIRE CUT TO MATCH EXISTING 02 METALL WALL PANELS TBD WHITE - TO MATCH EXISTING 03 METAL ROOF PANELS; STANDING SEAM TBD WHITE - TO MATCH EXISTING 04 WALL LOUVER TBD WHITE - TO MATCH EXISTING 05 ALUMINUM STOREFRONT WINDOWS TBD WHITE - TO MATCH EXISTING 06 ALUMINUM STOREFRONT DOOR TBD WHITE - TO MATCH EXISTING 07 AUTOMATIC SLIDING DOORS TBD - TO MATCH EXISTING 08 ALUMINUM CURTAINWALL WINDOWS TBD WHITE - TO MATCH EXISTING 09 ALUMINUM CURTAINWALL WINDOWS TBD WHITE - BUTT GLAZED, NO CAPS 10 FLAG POLE TBD BLACK - 11 HOLLOW METAL DOOR AND FRAME TBD WHITE - TO MATCH EXISTING 12 METAL RAILING TBD BLACK - TO MATCH EXISTING 13 WALL SCONCE TBD - AS SPECIFIED IN NARRATIVE AD, E) F 05 a NORTH ELEVATION SCALE: 3/16" = 1' 0" 01 m m 12 03 RO1OF 27' - 0" VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 271 -0" OF N 02 TERMINAL _ LEVEL 12' - 9" 101 PARKING LEVEL 0111 CHO Terminal Entry Pavilion 100 Bowen Loop Road Charlottesville, VA 22911 DESIGN DEVELOPMENT , F COPYRIGHT 2018 - PRICE SIMPSON HARVEY. USE OF THIS WORK IN WHOLE OR IN PART IS FORBIDDEN WITHOUT EXPRESSED WRITTEN CONSENT. REVISION SCHEDULE No. Description Date 1 ARB COMMENTS 01/25/2019 PRICE NO. 2011-05 SCALE: 3/16" = 1'-0" DATE: NOVEMBER 2018 SHEET: EXTERIOR ELEVATIONS A212 N - 11 N : '-st may{ 61'(w`''ij,'t�i:,,"• �w,ro3:i'i�u�l:fi„irl.'�1r %�r: /C�!iyii,,7'2.,"., _ '^t.:. ''"#w,.�„�� ���-, ! l SiIS ,. , jai . _>�r e:; k OWNER: CHARLOTTESVILLE-ALBEMARLE. .' - . AIRPORT AUTHORITY . . MELINDA CRAWFORD, EXECUTIVE DIRECTOR ADDRESS: • 100 BOWEN LOOP, SUITE 200 . . 1.. CHARLOTTESVILLE, VIRGINIA 22901 . PHONE. NO: (434) 973-83 42 .. PLAN PREPARER: �. • DELTA AIRPORT CONSULTANTS, INC., WILLIAM ESCHENFELDER .• ADDRESS: 9711 FARRAR COURT, SUITE 100 - . RICHMOND, VIRGINIA 2323fi PHONE NO: (804) 275-8301 . ZONING: RA, EC ... TAX MAP: 32 . PARCEL NO: 10 MAGISTERIAL DISTRICT: WHITE HALL COUNTY & STATE: ALBEMARLE, VIRGINIA . PROJECT DRAINAGE AREA: . IMPERVIOUS COVER: . EXISTING 9.34 AC PROPOSED:'-�0:88 AC LIMITS OF DISTURBANCE: 5.90 AC AREAS OBTAINED FROM PROJECT AREA STORMSEWER MAPS DIVISIONS BY RIGHT . DIVISIONS BY SPECIAL USE . REQUIREMENTS {AMENDED 8-14-85) PERMIT (AMENDED 8-14-85) GROSS DENSITY 0.5 DU/AC 0.5 DU/AC MINIMUM LOT SIZE 2.0 ACRES : 2.0'ACRES . MINIMUM FRONTAGE EXISTING 250 FEET 250 FEET PUBLIC ROADSI. MINIMUM FRONTAGE INTERNAL 150 FEET 150 FEET PUBLIC OR PRIVATE ROADS YARDS, MINIMUM: FRONT (EXISTING PUBLIC ROADS) : 75 FEET .. • 75 FEET FRONT (INTERNAL PUBLIC OR • 25 FEET 25 FEET., PRIVATE ROAD) (AMENDED.'11-13-91) . . . . SIDE. 25 FEET . 25 FEET .. REAR 35 FEET 35 FEET ' MAXIMUM STRUCTURE HEIGHT 35 FEET 35 FEET' ... � ! . \ .. may/ . ! \ ,! ' % a ! wtww M rI w A wiww� 'rI ' .. .. w wwww w _ - . - ' . (s 20-10.4, 12-10-80, 8-1.4-85; s 18-10.4,.ORD. 98-A(1),:8-5-98; ORD. 08-'18(7),11-12-08) .., . .. (COUNTY ODE 18-10 4) . . . . . .... . . ..... � ­.. .: � . . . .. . . . ... �..� 2.00001 . . . 1 . . .......... �.. I . ..... . ", ­ . . � .. _ I SUPPLY . . .. . .. . • . f!.♦ :1"' 1 my w n n 4% ; 1 •1 " /"'.,4 T 1► t ,ii, .. . . . . ... .. . • . 7 /r w% ^ - / A . . - . . . I . I �0�_, .. . .. . . I . .. .1 1. . . . . .. . .. I . . . !�.: �..., - " .... .. . �..... . .. ­. ­ I � .. .... . ,�I 1. . . . !,�'. 6�1 I "I - . . I . . I .. I... . . I . . . 1. .11 I... ­ I I . ,. .... .... -.1. . . ... . ... . . .. . . I .. � I - ... ... . ... � . .1 ... . ­ �­.. �� I 1.111. . � .. 1. . . .�..�. ., I . �l 11 ..... ... ­ �.. . .. .1 . . .� . - . �.. I I I I.......,..... ....­­.d. I. � � I.......... .. ­..:... I— . . . . . I . . � . � .l. ... ­ . I � . . . . I � . . . . . I . . .., ... .... I �. ... I . � . I . . ... . - ­.­ I � . I . . I I ­ .. . .... . .. I I . . . I � . 1. IJ�JNI I E 201.. .11.1, . I.., I... I . ... . . 1... 5... .. � I .. .1 I .. .. .. I. .I. �. . . . I ... . I . . . I. ... . . . . .. .. . 1 ''... . ....I.I..... . . ..- .. �. I . I . �... . I.... . I . I I . . . . I . . . �. . I , .. . . . ... . 1. . .. . . ...­ ...�......l :� . ­ . .. � '... .. �. 1. ­..­­� I . I:_ . ... �.. .11 .......,... . I.. ...- ... 1. ..''. I.''.. .. I ..... �. ''.. . ­ . . . I . . . � . � . . . . . . I . I I . . . . I . ­ ...... I 1. .... . I I_. . � ­ ...l.... ...­. � .­.. .. ... . � . I I. ..l.. . � ­�....­... .. .. .. ... . '­.�: ­ ... I ... .. 1. I ... .... .... 1. �.... 11.11.1'.. . .. ... '' . .. ­. � . ,. . � . . I I I . . I . . I . . . . I � . q ': . : . I . ?. . I , . I I . I . .1 I.... 1. .. .. 1. ­ . . '. I I I ...­... �... I.— ­. I I— I � I . . ­ . I �..".. ". ..... . .. . 1. . . ...... ... I . . .l...l.. .... . I . .. . . . ......... I...... . .. . . . . I I I � ,. . , . . . . . . . I . . . . I 1. . . - , . .. . . � . . . .. . . .. .. .. 1.. . . . . : .. . . . . . .. .. .. .' . . . .' • .. .. .. .. 1. .. ,,:. . . .. . ' . .. 1. 1. . . . . . .. . I.. .. . .. .. 1. I. ' ... .. . .. .. . . . . I. - . .. . . . . .. . . . ,.'. .' . . . . . .. • . . . . .. .1. ALE: 1" = 2000' W . .. .. . . . . . .. SC . . . o ,! . . j - __ Mti �, ; . wgaqgm�, I I 11 .RN W .11.1 .� Int " 1 ?_10v%_. E,, . I - , � . .1, Y 1���� � lmllo_____'_' DEPARTMENT OF COMMUNITY DE/ntVELOPPM�E�NT PLANNER/ ZONINGi,[,�,(,(, c� "-,.t.[.r 'I -; 77/Z�i,ll�,." ENGINEER ,V '. 1 V /p- INSPECTIONS ��� ! . L. t . �A A .i ARB I- ll�j !??M' ''i ... . . • DEPARTMENT OF FIRE RESCU fr ALBEMARLE COUNTY SERVICE AUTHORITY �,,mZo,, �,t�e= ;tr /z ! i,S` . VIRGINA DEPARTMENT OF TRANSPORTATION 7%23//�'' HEALTH DEPARTMENT1. . V fl Y �-SAf 1f e/i •Y.R�If �i'; #n v,� .. l SHEET . TITLE NO. .' . 1 CS. OVER SHEET . 1 . . I. I. A. QI I. a%.NTrTlr=8 . . . .. .. 3 . GENERAL NOTES . ' .. . .. . ' . . 4 . MANAGED STEEP 'SLOPES AND.ALBEMARLE COUNTY NOTES 6 . ..7 II-,- DEMOLITION LAYOUT` . . 7 GEOMETRIC LAYOUT • . • . 8 . GRADING-& DRAINAGE .. . . 9 GRADING .& DRAINAGE - BASIN NCI: 8 . �� iq E-I�.' I I ti T GONT-149 'NE)T . EROSION12 &-7EI��it zr i NE)TES I la r-�G rrrr c c 18a'Eonvil! 14 I . MARKING LAYOUT . i.••l-Avnr_rc o nc-r Au c :t -nTJ I -a _-rrr r 16 PAVING & MARKING DETAIL.S'& TYPICAL SECTIONS . r 1.1AGE DETAILS -� 49 . rvTrC7t BRAINAGE DETT-Aii;.., -_ "4AGE4AEN T BETA11=8 22 UTILITY LAYOUT . .. 23 .... .. UTILITY LAYOUT ; 24 . UTILITY DETAILS_' , ' 25 DRAINAGE & WATRLWE &:CENTERLINE PROFILES rBL SP STA 19-�-29 ST,11 13+99 C GTI___ 9 --27-- L-1 ... LANDSCAPE PLAN, . L-2 LANDSCAPE PLAi� .'. L-3 SIGN DETAILS . L-4 LANDSCAPE, SIGN, AND LIGHTING DETAILS :� . . L-5. LIGHT &.PHOTOMi-TRIC PLAN • 1'0F 2 AIRPORT PROPEF.TY MAP .. ' . '' 24 0'F INTERSECTION SIl3HT DISTANCE PLAN & PROFILE. 29 . _ ./!lJJJJJ//JlJJ .. .... °•,I � ;'/i,; ! I ! I I I I ! I I 1 I i i ; l ! _ l;� // SHORT TERM _ h .''ECONOMY'' 10 P ES _ � r � / I , , 1'--'• C/� .r r.:i/,• %, � . . ,, r Y ! � 1 1 2 SPACES ' .. ^� 11 j i I I , •• !rr • . , • / f / • % / % _) j I I � 1 � �I I %r l•q$•�t°'P �/f I I �III Iit : .. % "� %,l� I , %� , �,� _..._, • bl ,'>� A ,iUA G '�. I I I I I' I I 1' 1 1 �_ I' I I f r�T�"i77 ✓ r l . I" % �i'/'%J✓i '� / r .. / //r r/ :.,'..: /. r .• /:• � E 7-21-201s :. ',RENT I 7- /i E ! .• �` , r; REVISION 2�-zo1s -/� `l li(I�lnn(1IIlIlISIl11f I'1 II I �� �, 1 ALB T�BRtG l , �-'' ' `n..,�%i ;; /,TALBERT $R BRIGHT i,�/i''% l/i%�' "� i� "�� %, "/'. v ; ... _i - ��. , !r r� .t' , � r � /�r< . ''=•- //!1//; ..��... r/ ! •ti- ��..::�:::.:.::�, _ �/' �-� �r;�••, f,�, :: �MOLISH IR ASE, I �: l l3EMC11iS11=��i�iNd'•=--il;�,�;/ ! rr i r.' �;!: J � �`"�-•--•_.._ . ' `i / , �• �••-'•.I � �•••----_-• � � t �_ 'RADE AND STABILIZE .. TAII BE RECONSTRUC • REVISION 7-21-20�16' _,_ •� /� " �C{' . •M x, uc•-• ..ii'' '�"" �WITH�A}�^�{=S7"?}`a�.az ;T tairx_^'..e_ ,,,,�+ f f • 1. t r •7�•. z�`-kr-y`'- sQ��'•'ro� .+ '� :W«• ;ir::^t' r, .:'UF S is'' .725 • �;jk�' , •lii�Yl�C�i,y-�, ! [;�7r,.i tir �.. . a• C�. ;;» -C �', ;;;._ ; • ,.. :� {. ° �t � SYI� 4�_ :�..� � i2E ONSTRUCT S 1 •'r.Y� lV�r 1 I ` 1 1 I f I .J IRCA SE I f ! I , I I•) ,�- •:��-I�`'�• 1.�•`. � 201 SPACES �l Ir r'•'�; � LY.�• 11 ^}1'.i3 i'• ..- ' , � . "31 'Y 4'1 � 4 .. I•j I 11 I'1 i 1 1 I 1 i. I i,._(�. I I ► I � f l ► l , t r✓_r - : � I �� 1 I 1. S( � 1, I-jI-jJ, r I I I� I ' ^ i=w,�. _ �• - 1. 1 � � / I ITT - i I LONG TERM , ..._ REVISION 11-2s-2018 ��P�`r�, I �' I I .•1 I I ! l� • � � I• I. �' -�-I _i...f..J I' � 1>�,.� 1 I I I I. I .» I I f 3 ( f I i I'� } I► I I I �.I I i I I I I .. I I I I I I I� ENT Y P LION ' I # ,1 i j I I jSS r 1 I I�� . I I I•� I I II, I I I I�' 1 I �, i� 1• , ,i � ,I ' �•� ..,..�.--,.,,..�._ �,, _ r .._.�...,. , � � I' I' I . I I (�i I I I I. I I I (�� I I!, I l I 1 ' I I 'I I. 1 f I f I I i, I C] I I I 'l l I f 1' gS' .. I -•�,! }: i •x ,{ c',. �+e > ' ..rr .t"'i�� a c. , `-... ,{ . ..i .. .. ' I. ri%r�A-••� f .. % / �~ % y �,' 3����TSY+/A vi'. Y.t` , .j M z EMPLOYEE } k -{ { r , !1 1' s i My 33 ice" !r r .r•• Jyrt � , •�'�' � 147 PA x / 5 CES r• t� y� N.� :i�`'�5�yy�s��?���,�1 j�tl :r�y �.,� + !.{..) ��it+�R•A'���,,�I��R��'���,ry}'�f�!l�; t4•7�. �({�. �•Nl\j^�'^s1. i u���R2,. ,��fhN�i{lC\t.+'t� 1 I._ ••�:ni. .+�'.•�, Il<��, ....a^., , ! ���-F,•_•S, �`4.0 �� ��� ryl Ls7 «�l rl"Cy, �`�e}..r......il�'. • 1"'•, } +S :. ,:vV •, TYPE OF PARKING NO. OF SPACES HANDICAP SPACES PASSENGER: LONG TERM 74$ SHORT TERM 10$ ECONOMY 132 OVERFLOW* 201 TOTAL: 1,189 22 EMPLOYEE; PROPOSED 147 FUTURE 21 TOTAL: 16$ 6 • TOTAL REQUIRED: 2$ HANDICAP: EXISTING 25 PROPOSED 3 TOTAL PROVIDED: 28 .�•.�t ,�d� : ��s ;fir•. � ��a �► ��t►'► f��� �� `t . _ � � ��/`/ _ ai- .,,. : t• 'T: �'J ,ua"•.:r... `fi ••x,:.xr� •<:;1--:,Y•r.: •a r at ~�'- "� ! Y ! r � 9 6F w • !i '� tt . H"-4'?t+;..-•iw ,L,N y a.•„v;,o: 'M. 'Sia+f::•n .� t '�Ij�. �,-» ,,��• �• n .» • x,. , yi ,.'�r��.. :1"':�fzi.j...�: r?. 'T2i�'. �.� �*-..,{: �. ,:i^ -ifr ��C 7 � ��� �• � `` � / � f �b 'Y�'� 1P ..< ayf Yn»:�-.�•�. ..,�.t. .":G :;xs.,air. ..x.,., •�� t � � 1 �j � � � �R�LL � � +, vi, 17h , a r ce,.p...3tr.tt, �'r'f , ha..• _.c:a..:.> ��.e:,p::�.; �,i„�. .� �_ - t _-�::ro�� I v Ufa � J� / � t/' � t qS� as]c)t� !,�. ....^S•^,... 34••�`.iyisF•s:,. t...tE« �. , I � � � � 'J � �r' � Y ' � i ��w ������ / � 1 t �s ,t<>ex:_�,.;.< . ..,.� r: i4,�� ! t to .a • •t,. t_ ..�li,�� ��t. •.'.,.v,•v.� : i•• ^ t :�' �` � J r_/ ,•�� � 1, /' �>� � �► `'�� � '! • 7 � � L r Y,}d:.:Ei:..t_a...•,".�'�,.�'st.. ' .:!I••f '�� ���`�I��,�� � ���� t � �� �r �� ��1'� u.. . � :s�ihxvat�wf t:, t� „rr •�S: �t t l r' I � ���G •_ r� 1 '�� 1►1 ��` � r' � �T'� � �� � '�' , r� u'� � +!r '�'>,�"� , fraui's+'7�i•_ ,' .r. • k.;, ,2 ;r . r,.., '� ♦ w f it 4•d 41 �� r N: • i � . • ' t ^•.,••, :x :gn, '' i?)7iu.. �. �'���' ��~��� ��,�� �I .+ •� A,� � r� G ' i,;. `.1:.,�j . �"�" �' �• ..rx'r•: _ taF7` -'w! r 't• h �������� � ������ r :�` t ;�• .:[.. r •]5< � ' , r q'!•'el. w. '�rMIM � "•$? e , •• :.,.sr ��, } �,�;rn°.. 3v,N�+p.4't. i}'�&�'�� e�.���•tr�•�' �- � >� ► imtutna.a .,_. _ _. fe • r9 • ] "u`3.k.�t.- ien "��_ii•c1;�:Ifi4�,r.; . iaClYCKHL. �.L/1Ma l ES,i7411v1,1 1`tV � �rJ. ��; . t t11� rLHiV HrrKVvuv�a HU I f'1LJ1'CI I � EVIUa7 I sac IVU i I�IC3J viVC YVGCr� rr�[VI'[ E V I flC rrtc`�,,vIVJ } r'lUL Ill,]IV D i I itla rLr►iV r'CCl7Ml'Ct1LCa7J Ur ! nc ,?HLC Ur HIV T LV (, UiVi t, CIUILU1iVi7 UK U I t`1�K #•''UK i iUIV.Vt' I tit. . D !�E WEE . CONFERENCE; ENE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING AC`S'i'VITf, AN 0 K PROPERTY... , °. • •. 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCEUDI�NGCONNECTlON TOE PE • ANY EXISTING ROAD, A PERMIT SHALL BE, OBTAINED FROM THE VIRGINIA DEPARTMENT OF . PRIOR TO THE FINAL INSPECTION. . . 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BEAT 75 TRANSPORTATION VDO THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING 01 1171CRE AND IN THE MONTHS ( � 2: ALL EROSION AND SEDIMENT CONTROL THS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50150 MIX OF ANNUAL , • THE PERMfT..WHERE ANY. DISCREPANCIES OCCUR.THE REQUIREMENTS OF THE PERMIIT SHILL GOVERN: 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 REGULATIONS. THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. 2: ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND ' . •'ALTERNATIVES ARE SUBJECT.TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. S OF VDOT UNLESS OTHERWISE NOTED z BM# DESCRIPTION ' � ELEVATION: NORTHING FASTING 3716 CAR::..:.. : ' . 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 ' 3937340A51 11497548.070 SEDIMENT CONTROL MEASURESARE TO BE PLACED PRIOR TO 09� IAS THE FIRST STEP IN STANDARD ALL ERGSfON AND . - CLEARING. ; 15. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. S ALL BE PROVIDED IN ACCORDANCE. WiTH,THE APPROVED VERTICAL DATUM IS NAVD$8".. 3.. EROSION AND SILTATION CONTROL MEASURES N .. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED OS C D O E T .F, INCORPORATED INTO THE OP 4-6 " AT 90EBS/100 .. N D SHALL BE INSTALLED PRI OR TO ANY CLEARING, GRADING 4R OTHER - :.. ON CONTROL PLAN AN CONTROL' LA SHALL BE MAINTAINED ON'THh ��ITE AT ` EROSION 4. A COPY.OF THE APPROVED EROSION AND SEDIMENTPLAN AIN - ` ;INCHES OF SOIL. FERTILIZER SHALL 8E APPLIED AT 1000LBSlACRE AND CONSIST OF'A 110.20-10,NUTRIENT - ` RUCTION. IQ CONSTRUCTION. L TIMES. � MIX. PERMANENT SEED . AL E ` SEEDING SHALL BE APPLIED AT 180LB5/ACRE AND CONSIST OF 95 /o IGENTUCKY 31 OR TALL . • .FESCUE AND /o PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT. . ZED SEEDED D AN D MUL CHED. ' . • ARE T O BE FERTILI S SLOPES AND DISTU RBI= D AREAS , . 4.: ALL !ES' N AREAS OTHER THAN INDIIDA, � PLANS I .. 5. PRIOR TO.GOMMENGING LAND DISTURBING ACTIVITIES ! 7"ED ON THES NS 80LBS/100SF: ALTERNATIVES ARE SUBJECT.TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR: .. AREAS), THE:CONTRI4CTOR SHALt:'�SUBMIT . I E (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AR ) • NA B .. I BTAINA L RIZ NTAL.VERT#CAL . WH ERE REASONABLY LY 4 ALLOWABLE SLOPE IS 2.1 HO O .�j S THE MAXIMUM AL ) '. ' . �'' .,. ' ....... ., :. : ' ' A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE'Pl..AN .' • ' . � 19. MAINTENANCE: ALL MEASURES ARE TO BE. WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE � LEGEND ' . .: ACHIEVED. ..:: • LESSER SLOPES OF 3.1 OR BETTER ARE TO BE APPROVING, AUTHORITY. OR CLOGGING TO STRUCTURAL'MF.ASURES IS TO BE REPAIR IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED. .. , • • 50 /a OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED ARIEAS ARE TO BE . WHEN ED WHEN IN THE OPINION OF THE :'. . IP-RAP OR STABILIZATION MAT LINED DITCH MAY BE.REQUlR N 6.. PAVED, R ' :' : ; . , ' INSTALLATION OF ANY ADDITIONAL EROSION CONTROL ME . 6. THE CONTRACTOR IS RESPONSIBLE FOR INST - ` RESEEDED WHEN NECESSARY.TO ACHIEVE A GOOD STAND OF GRASS: SILT FENCE.ANII3 DIVERSION DYKE S• : - ' . """'�• 1 ,..' �a .-PROJECT OUTFACE : ;, • ' COUNTY ENGINEER OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILISE A DRAINAGE : - . . • CHANNEL. ' NECESSARY TO PREVENT EROSIONANO SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED ':.'AUTHORITY: .. iM IMMEDIATELY. •AIRPORT, PROPERTY LINE (APPROX.) AL FOR UNEF TRAFFIC • G fA MANUAL ORM ,: 7.. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE V#R iN - - ' .': '.. � 7.: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING - 20: ALL TEMPORARY EROSf�N AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30' DAYS OF AL:BEMARLE .COUNTY STREAM BUFFER , ' CONTROL DEVICES. • . tAND DISTURBING ACTIVITIES AND DURING S#TIM DEVELOPMENT UNTIL FINAL STABILIZATION IS ACH}EVED. FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TK) APPROVAL BY THE. .. # 1 . COUNTY EROSION CONTROL NSPECTOR., FUTURE DEVELOPMENT CED CONCRETE PIPE -CLASS (IL ' • WISE NOTED ALL CONCRETE POPE SHALL BE REINFORCED . . ,:..$... UNLESS OTHER • 8. DURING DEWATERiNG OPERATIONS WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE, • 21 'THIS PLAN SHALE BE VOID IF'THE OWNER DOES NOT OBTAIN A PERMIT' WITH IN 1 YEAR OF THE DATE OF '- -"�"""'►- HAUL ROUTE . INSTALLATION MUST COMPLY WITH OSI-1P„ STANDARDS FOR THEEACH • , . 9. ALL EXCAVATION FOR UNDERGROUND PIPE #N I, ''...' '. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICAL LY AND AFTER APPROVAL. WATER PROTECTION .ORDINANCE SECTION'17-204G. • S RUCTION INDUSTRY 29 CFR PART.1926 . ' CON T (. ) ' ::. CE C , . RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAfRS OR CLEANUP TO MAWTAIN THE:,: ( r ' - CO �9 ' E E ION D IMMEDIATELY. ... , :; EFFECTIVENESS OF THE ROS CONTROL Ev#CES SHALL BE MADE MM TELb'. 22 PERMANENT VEGETATION SHALE BE, INSTALLED ON ALL DENUDED AREAS WITHIN Ni-NE (}MONTHS AFTER' SURVEY INFORMATION WAS PROVIDED BY. .. - 10. FIELD SUR - N URGING COMMENCED. PROTECTION ORDINANCE SECTION TH . -. E DATE THE LAND DISTURBING ACTIVITY C MM . (WATER P TIO OR • • CS • '' AT A OBE TAKEN FROM AN APPROVED DESIGNATED BORROW AREA. 17-2078 cbNTRACTOR 10. ALL FILL M ERI L T ) .. STAGING AREA ca ROUDABUSH GALE AND ASSOCIATES.iNC : L O ROAD' '.. . . a .. 914 MONTICE L • . t G iA 22902 ' 11: ALL WASTE MATERIALS SHALL BETAKEN TO AN APPROVED WASTE AREA. EARTH FILL .SHALL BE iNf�R"� ` - � CHARLOTTESVIECE VIR IN , :. TE ' • N ,• •, ': MATERIALS ONLY FREE OF ROOTS STUMPS WOOD,. RUBBISH, AND OTHER DEBRtS. �. GENERAL CONSTRUCTION NO S FOR STORMWATER MANAGEMENT PLANS r~ ` . 434 977-0205. ( ) ' EXISTING MANAGED STEEPSLOPES • , � ; . UARY 2014 o o - DATE. JAN DAY OF COMPLETION PIER DAMS AND CONSTRUCTED FILL TO BE WITHIN 95 OF MAXIMUM DRY D . 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 S ER ZONING 1.. ALL A L /o # M DENSITY AND 2 /o OF OPTIMUM . • ORDINANCE SECTION 51.28. � MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENG#I\JEER. A ' INFORMATION WAS PROVIDED BY. , ORDIN LIMITS OF DISTURBANCE . .- 11. AERIAL TOPOGRAPHY INF RM DURING AM . ro ' ENGINEER !S TO BE PRESENT DUR! CONSTRUCTION OF DAMS GEOTECHMCAL . T A L PO fAN SECTION 11 N 13. ALL EVERT MAT LS SHALL BE TRANSPORTED IN.COMPLIANCE CE WITH ON 13-50 OF THE CORE OF L SURVEYS POTOMAC AERIAL , WATERTIGHT WITHIN T R ALf�EMARLE. AND RISER JOINTS ARE TO BE WATERY# H S O MWATER MANAGEMENT FACILITIES. . � FREDERICK COUNTY AIRPORT ram, :. 2 `PIPE N ROAD B H ' .. 1 UC EIMER R • .. ` 13 9 • I " . v, 14. BORROW FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALE BE LIMITED TO F TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT " a~ ,.. � 3. OR TEM ..... FREDERlCK MARYLAND 21T01 : THE HOURS OF 7:OOAM TO 9:OOPM. STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS - � ¢ 303-698-9944 . _ ,••t �_ � E FROM THE COON E ROL INSPECTOR., 100 0 • • . `100' ., : 200 EXISTING CRITICAL SLOPES PER ALBEMAREE COUNTY G!S STABILIZED, AND PERMISSION HAS BEEN OBTAINED FR TY EROSION CON1T IN E TOR. o ,� DATE: NOVEMBER'2011 : " 15. BORROW 'FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL .: (SLOPES >25lo NOTE: INCLUDES SLOPES CONSTRUCTED M1AIN AIN ERAL nW � UNDER PREVIOUSLY APPROVED SITE PLAN AMENDMENTS) . • .' � . , .. SUPPORT, OR PERSONS, PHYSICAL DAMAGE TO (ADJACENT LAND AND �.' SCALE. 1 100 FEET:.. � SUPP ORDER TO MINIMIZE ANY HAZARD TO . a IMPROVEMENTS; AND DAMAGE TO ANY PUBLIC STREET BECAUSE O SLIDES, SINKING, (DR COLLAPSE: . El �xy JOB' NOAIP NO. �'Lxx o SURFACE PARKINGEXPANSION' � �04. 4N-a(r�) . .: • . - •, � .. � i•1 Farrar.' court• Suite i Q4' �. " - °,r. �: _ • � � � - � 7 � DRAWN BY: ,-: SHEET • TEEP� L PE .ANDMjH Ich nd, Virglnla � ESc�EN>:�I~la�� ., I ... ' . , ' DESIGNED BY:. ' _ . F. . .. phone. 804 275 8301 fax. 8i}4 275-8371 L as S /WME 0 �� `: wv� del`tao.ir. orf..c.amCTANIN°•� � � �w � '-27, � ... " •, . �� v`/ • P � . �ssr ��� SCALE:.. � : DATE;.'. ': '' , aNAz RLtJTT SVILLE-ALBEMARLE AIR'PC�RT _ , w .. .' 1 -'400 .fULY 2074 '.. ,= • n � NO. REVISIONS. BY APP. DATE . ...