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HomeMy WebLinkAboutSDP199400024 Plan - Approved 1994-08-08A! F r A! GENERAL NOTES: PHASING MOTES: 1: THE CONTRACTOR SHALL MARK AND LIGHT AREAS UNDER CONSTRUCTION IN i 1 DRAWN BY: ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. AIRCRAFT AND PUBLIC SAFETY SLT SHALL NOT BE COMPROMISED AND PROPER SEPARATION SHALL BE MAINTAINED AT T-�--- ALL TIMES. ' REFERENCE IS DIRECTED TO SECTION 130 OF THE SPECIFICATIONS. SCALE: 1"= 100' EQUIPMENT AND VEHICLES SHALL BE MARKED WITH 3' X 3' ORANGE AND WHITE —T—T— CHECKER FLAGS (DAY ONLY) OR YELLOW FLASHING DOME TYPE LiGHT IDAY OR NIGHT). 2. THE CONTRACTOR SHALL LOCATE AND PROTECT EXISTING UTILITIES AND FACILITIES 1 (I.E., AIRPORT LIGHTING, NAVAID, ETC.) FROM DAMAGE BY EQUIPMENT OR PERSONNEL. THE CONTRACTOR SHALL CONTACT ALL UTILITY AND FACILITY 3 AGENCIES FOR FIELD MARKING PRIOR TO BEGINNING CONSTRUCTION. THE LOCATION OF ANY UTILITIES AND FACILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITIES AND FACILITIES ARE NOT NECESSARILY SHOWN. ANY UTILITIES OR FACILITIES DAMAGED DURING THE PROJECT BY THE CONTRACTOR'S MEN OR EQUIPMENT SHALL BE PROMPTLY REPAIRED AT THE CONTRACTOR'S EXPENSE. 4 3. THE CONTRACTOR SHALL ADVISE THE ENGINEER, iN WRITING, OF ANY DAMAGED UTILITIES OR FACILITIES (I.E., AIRPORT LIGHTING, NAVAIDS, ETC.) PRIOR TO BEGINNING CONSTRUCTION. 4. ALL DISTURBED AREAS, INCLUDING THE CONTRACTORS STAGING AREA, HAUL ROUTES, 5 GRADING LiMITS, ETC., SHALL BE RESTORED TO A SMOOTH LINE AND GRADE WITH POSITIVE DRAINAGE. THE CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS. THERE WILL BE NO MEASUREMENT FOR PAYMENT OF SEEDING AND 6 MULCHING REQUIRED OUTSIDE THE GRADING LIMITS, APPROVED STOCKPILE LIMITS OR APPROVED HAUL LIMITS. 5. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ON THE PROJECT FOR THE COMPLETE DURATION. 7 6. BORING LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. i 7. FiELD SURVEY INFORMATION WAS PROVIDED BY: $ KIRK HUGHES AND ASSOCIATES I 220 EAST HIGH STREET CHARLOTTESVILLE, VIRGINIA 22901 8. AERIAL TOPOGRAPHY INFORMATION WAS PROVIDED BY: APPLE MAPPING, INC. 1319 SUCHEIMER ROAD FREDERICK, MARYLAND 21701 I 9. 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 WORK SO AS NOT TO INTERFERE WiTH OR HINDER THE PROGRESS OR THE COMPLETION OF THE WORK BEING COMPLETED BY OTHER CONTRACTORS. THE CONTRACTORS WORKING ON THE SAME PROJECT SHALL COOPERATE WiTH EACH OTHER AS ORDERED 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. REFERENCE IS DIRECTED TO SECTION 50-05 OF THE SPECIFICATIONS. IT iS ANTICIPATED THAT OTHER WORK MAY BE COMPLETED BY AN INDEPENDENT CONTRACTOR(S) DURING THE COURSE OF THIS PROJECT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, LICENSES, POSTING ALL BONDS, ETC. REQUIRED BY LOCAL, STATE, AND FEDERAL AGENCIES. 11. ALL PERSONNEL WORKING INSIDE THE SECURITY FENCE SHALL HAVE A VALID AOA SECURITY BADGE OR BE UNDER THE DiRECT SUPERVISION OF A PERSON WiTH AN AOA BADGE, BACKGROUND EMPLOYMENT HISTORY INFORMATION IS REQUIRED FOR EACH WORKER. THE CONTRACTOR SHALL SUBMIT A SECURITY PLAN OUTLINING THE INSTALLATION AND PHASING OF SECURITY FENCE, METHODS OF MONITORING GATE i OPENINGS, ETC. REFERENCE iS DIRECTED TO THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL MAINTAIN SEPARATION BETWEEN THE AiRSIDE AND NON - SECURE SIDE OF THE AIRPORT AT ALL TIMES. THE PERIMETER FENCE SHALL BE MAINTAINED ON A CONTINUOUS BASIS WITH ANY TEMPORARY OPENING BEING CONTINUOUSLY OBSERVED BY THE CONTRACTOR'S DESIGNATED EMPLOYEE. THE AIRPORT IS SUBJECT TO FAA'S SECURITY REQUIREMENTS AND RIGID ADHERENCE iS MANDATORY. ANY FINES FOR UNAUTHORIZED PERSONNEL ENTERING THROUGH THE CONTRACTOR'S ENTRANCE POINTS WILL BE DEDUCTED FROM MONEY DUE THE CONTRACTOR. ALL TEMPORARY OPENINGS AND CONSTRUCTION GATES SHALL BE SECURED AND LOCKED AT THE COMPLETION OF WORK EACH DAY. 12. THE CONTRACTOR SHALL PROVIDE O-RING JOINTS FOR ALL REINFORCED CONCRETE PIPE INSTALLED UNDER THIS PROJECT. THE CONTRACTOR SHALL INSTALL STANDARD STEPS IN ALL MANHOLES AND DROP INLETS. THE CONTRACTOR SHALL INSTALL INLET SHAPING IN ALL DRAINAGE AND SEWAGE MANHOLES AND DROP INLETS. NO SEPARATE MEASUREMENT WiLL BE MADE FOR THE ABOVE REFERENCED ITEMS. 13. THE CONTRACTOR iS ADVISED THAT AIRCRAFT OPERATIONS ARE CONDUCTED ADJACENT TO THE PROJECT. SPECIAL ATTENTION TO DUST CONTROL WILL BE REQUIRED DURING THE COURSE OF THE PROJECT. THE USE OF WATER AND CALCIUM CHLORIDE SHALL BE ANTICIPATED. THE ENGINEER RESERVES THE RIGHT TO HALT WORK OR HAULING IN NON -CONFORMING AREAS. IF CORRECTIVE ACTIONS ARE NOT PROMPTLY TAKEN BY THE CONTRACTOR TO CONTROL DUST. 14. ANY LISTED MANUFACTURER'S EQUIPMENT SHALL MEAN THAT LISTED ITEM OR AN APPROVED EQUIVALENT. 15. ALL DROP INLET LOCATIONS AND TOP ELEVATIONS ARE GIVEN TO THE CENTER OF THE STRUCTURE UNLESS OTHERWISE NOTED. CURB DROP INLETS SHALL BE ALIGNED TO MATCH CURB ALIGNMENT AND GRADE. 16. TOPSOIL WILL NOT BE MEASURED AS A SEPARATE PAY ITEM. REFERENCE IS DIRECTED TO THE SPECIFICATIONS. OVER EXCAVATION FOR RE -DISTRIBUTION OF TOPSOIL WILL NOT BE MEASURED FOR PAYMENT AND WILL BE CONSIDERED INCIDENTAL TO THE PROJECT. TOPSOIL STRIPPING TO A DEPTH OF UP TO SIX INCHES (6') IN THE PROPOSED EMBANKMENT AREAS WILL NOT BE MEASURED FOR PAYMENT. ANY STRIPPING BELOW SIX INCHES (6"), IN EMBANKMENT AREAS, WILL BE MEASURED AS UNSUITABLE EXCAVATION. I 17. THE ZONING FOR THIS PROJECT IS 'RA" LOCATED IN THE WHITE HALL MAGISTERIAL ; DISTRICT. 18. THE SiTE IS NOT LOCATED WITHIN THE RESERVOIR WATERSHED. 19. THE MAXIMUM AMOUNT OF PROPOSED IMPREVIOUS AREA IS .6 ACRES. j i NO. RE -VISIONS i APP. I DATE THE CONTRACTOR SHALL HAVE NINETY (901 CALENDAR DAYS TO COMPLETE THE PROJECT. LIQUIDATED DAMAGES IN THE AMOUNT OF $800.00 PER CALENDAR DAY WILL BE ASSESSED AGAINST THE CONTRACTOR FOR EACH CALENDAR DAY THAT ANY ITEM OF WORK REMAINS INCOMPLETE AFTER NINETY (90) DAYS. 2. AVIATION BARRICADES AND TEMPORARY SECURITY FENCING SHALL BE INSTALLED AS THE FIRST ITEM OF WORK. BARRICADES SHALL NOT BE REMOVED UNTIL PAVEMENT AND ALL APRON AREAS ARE IN SERVICEABLE CONDITION AND FREE FROM ANY LOOSE DEBRIS, THE SiTE CONTRACTOR SHALL HAVE 14 CALENDAR DAYS TO COMPLETE PHASE I WORK AREA ITEMS NECESSARY FOR BUILDING CONSTRUCTION TO BEGIN. LIQUIDATED DAMAGES IN THE AMOUNT OF $800.00 PER CALENDAR DAY WiLL BE ASSESSED AGAINST THE CONTRACTOR FOR EACH CALENDAR DAY THAT THE PHASE CONTRACT TIME IS EXCEEDED. SITE CONTRACTOR SHALL MAINTAIN ACCESS TO TERMINAL BUILDING EXPANSION' AREA FOR THE BUILDING CONTRACTOR FOR THE DURATION OF THE PROJECT. ADDITIONAL ACCESS SHALL BE MAINTAINED TO THE NORTHEAST ENTRANCE TO THE TERMINAL BUILDING FOR PEDESTRIANS AND EMPLOYEES OF THE CORPORATE JETS OFFICE. THE CONTRACTOR SHALL COMPLETE ALL WORK ASSOCIATED WITH PHASE I PRIOR TO BEGINNING WORK WITH PHASE If. PHASE I WORK AREA SHALL BE UNDER THE CONTROL OF THE BUILDING CONTRACTOR FROM THE END OF THE PHASE i CONTRACT TIME UNTIL THE SEPTEMBER 15, 1994 MILESTONE. AFTER THE MILESTONE THE CONTROL OF THE PHASE i WORK AREA SHALL RETURN TO THE SITE CONTRACTOR. THE CONTRACTOR SHALL ANTICIPATE THE POSSIBILITY OF A STOP WORK ORDER BEING ISSUED AFTER THE COMPLETION OF PHASE If BEFORE COMPLETING WORK IN THE PHASE I WORK AREA. THE TRAFFIC DRUMS SHOWN ON THE PLANS SHALL BE CONSIDERED INCIDENTAL TO THE 'TRAFFIC CONTROL PLAN" LUMP SUM. __._..................... ----------------- -------------------------------------------------------- b ----- 0 Ln N f RUNWAY 3-21 (6000 X 150') 42+00 40+00 38+00 36+00 34+00 32+00 BASELINE "RW" N22 08'18'E TRUE 0 Ln N U -------------- ----- ------------ X RUNWAY SAFETY' AREA I TAXIWAY 'A' GENERAL AVIATION APRON OLD FUEL FARM AVIATION BARRICADE TEMPORARY SECURITY FENCE P/ARKING ILOT r FUEL ARM I CONSTRUCT GA. TERMINAL BUILDING EXPANSION (BY OTHERS) SEGMENTED CIRCLE AND WIND CONE PARKING LOT TRAFFIC DRUMS STATE ROUTE 606 ° ° ° ° CONSTRUCT GA PARKING LOT (NON-AIP) TRAFFIC DRUMS CONSTRUCT GA ACCESS ROAD EMPLOYEE PARKING LOT _ --`- HAUL ROUTE -----.- AIRPORT ROPE P RTy ^LIINE " — – – — - _ , , / r ----------I , I I I I I I ' I / L --'---------J SITE CONTRACTOR 110000 STAGING AREA CONTRACTOR'S (TEMPORARY) EMPLOYEE PARKING (TEMPORARY) s , t 71% Y A1R.; POR t 0 A-1TAvAl..%fth T 11 AlOw engineers - planners Richmond, VirglniII Charlotte, North Carolina STORAGE BUILDING LEGEND HAUL ROUTE STATE RO., E 606 INSET 0 Q — — — — - — — — — — — — — — — — — — — Q I— — AIR CARRIER APRON CONTROL TOWER -------- ---.. STOCKPILE i AREA 1 Il RENTAL CAR PARKING LOT ARFF FACILITY' TERMINAL BUILDING ' yy G 7r 0___ ido. 1984 V� '4j G © >a® NAL u � U DAILY PARKING —•- HAUL ROUTE ---�- STATE ROUTE 606 GENERAL LAYOUT AND PHASING 9401 GENL.DWG LEGEi`aD DRAWN BY: PHASE I WORK AREA SLT IPHASE If WORK AREA T-�--- ,AVIATION BARRICADE SCALE: 1"= 100' TRAFFIC DRUMS —T—T— TEMPORARY SECURITY FENCE ----------------- -------------------------------------------------------- b ----- 0 Ln N f RUNWAY 3-21 (6000 X 150') 42+00 40+00 38+00 36+00 34+00 32+00 BASELINE "RW" N22 08'18'E TRUE 0 Ln N U -------------- ----- ------------ X RUNWAY SAFETY' AREA I TAXIWAY 'A' GENERAL AVIATION APRON OLD FUEL FARM AVIATION BARRICADE TEMPORARY SECURITY FENCE P/ARKING ILOT r FUEL ARM I CONSTRUCT GA. TERMINAL BUILDING EXPANSION (BY OTHERS) SEGMENTED CIRCLE AND WIND CONE PARKING LOT TRAFFIC DRUMS STATE ROUTE 606 ° ° ° ° CONSTRUCT GA PARKING LOT (NON-AIP) TRAFFIC DRUMS CONSTRUCT GA ACCESS ROAD EMPLOYEE PARKING LOT _ --`- HAUL ROUTE -----.- AIRPORT ROPE P RTy ^LIINE " — – – — - _ , , / r ----------I , I I I I I I ' I / L --'---------J SITE CONTRACTOR 110000 STAGING AREA CONTRACTOR'S (TEMPORARY) EMPLOYEE PARKING (TEMPORARY) s , t 71% Y A1R.; POR t 0 A-1TAvAl..%fth T 11 AlOw engineers - planners Richmond, VirglniII Charlotte, North Carolina STORAGE BUILDING LEGEND HAUL ROUTE STATE RO., E 606 INSET 0 Q — — — — - — — — — — — — — — — — — — — Q I— — AIR CARRIER APRON CONTROL TOWER -------- ---.. STOCKPILE i AREA 1 Il RENTAL CAR PARKING LOT ARFF FACILITY' TERMINAL BUILDING ' yy G 7r 0___ ido. 1984 V� '4j G © >a® NAL u � U DAILY PARKING —•- HAUL ROUTE ---�- STATE ROUTE 606 GENERAL LAYOUT AND PHASING 9401 GENL.DWG PLOT100 DRAWN BY: JOB NO. SLT VA 9401 DESIGNED BY: JDN/BEM SHEET /00% 01 SCALE: 1"= 100' .09 DATE CHARLC)Ti'FSvtt_I _F AI RFMARI F ®IMPnOr STA. 38+05.51, 753.741- a77; - --- --._� ----�- -- - - �- - ------ -- - / / / /iSTA //]38+00.03, 759.2611E ------- ---- -- N 3OUTH OFFICE/ i M OLD FUEL FARM 0 0 800'L } c)nri'I _ _ \12th"i t_ PARKING LOT ROO'L STA. 39+82.58, 943.42'L STA. 39+77.38, 966.851E STA. 39+94.38, 991.17'L STA. 40+13.94, 995.501E STA. 40+10.03, 1013.10'L STATE ROUTE 606 5.5'R - STA. 37+74_56, 760.911- L 52STA/,, 7 77 o i 37+80.06, 766.39'1-/ , ///� CORPORATE�JETS j �� STA. 38+00.22, 809.0)7'- - - M 2 GENERAL AVIATION/ STA 38+10.76, 819.531E TERMINAD O STA. 37+80.22, 809.151E K 2�, / L=4_3.48� TyA O 10.5R /,30.5'R STA. 38+54.24, 819.37'1-, �� STA. 374-90.26, 831.661 STA. 38+10.93, 850.34'L STA. 38+24.24, 819.48 L, BASELINE RW ^0 STA. STA. 38+0791, 858.18'1-^ +n 11 STA. 14+48.67, BASELINE D/ / o // //wx, NE "RW" 00 J L=13.55 0 STA. 38+24.49, 884.98 L BASELINE I� I o STA. 13+83.18, BASELINE "D"' / �-' T1 4 ; cv 11._43' J STA. 38+41.19, 900.42 L 5'R T -HANGAR 80t7)'L �/ CURVE L=13.37' STATION r- 1 PK NAIL 615.7 STA. 37+94.49, 885.181E 825' L 2 PK N IL 614.41 38+00 800' L 3 1 NAIL STA 38+05.92, 885.181E STA. 38+54.55, 900.37'L-§_---��5'R STA. 1 `''� uc; STA 38+10.81, 891.261E STA. 38+36.21, 905.42'L STA. 38+24.96, 10.83.38'L D STA. 38+36.21, 906.67'L R L-21 25' STA 38+07.90, 904.34'L 5.00" STA. 38+32.16, 1029.661E F STA. 38+40.11, 911.551E STA. %� 1009.781E G STA. 38+50.55, 938.48'L 25'R N, 44+61.12, 1131.7B'L / #'. . o! CP o_ 962.87'1- STA. 38+52.98;\59.51'1- STA. 38+90.70, 967.951E r �13 STA. 38+86.77, 985.52'L j STA. 38+49.05, 977.08'L 10001E � ---- - I STA. 38+49.05, 977.081. STA. 39+90.52, 1008.731E E A. 38+37.04, 1030.75'L 5' 25'R ST � STA. 38+31.07, 1034.54'L L=1.67' STA. 38+29.43, 1034.171E OD �5'R STA. 38+29.50, 1064.481E 25'R _ 12 STA. 39+91.81, 1095.10'1- STA. 38+24.53, 1058.39'L o ' O STA. 39+72.30, 1090.731 STA. 38+00.03, 1081.491 ,z \ L=84.48' i STA. 38+20.69, 957.451E STA. 37+90.66, 981.941E - P.O.T. STA. 38+-02.37, 984.551E BASELINE "RW" STA. 12+81.18, BASELINE "D" -STA. 38+14.08, 987.161E ""- STA. 39+68.08, 1107.141 STA. 39+88.27, 1111.501 1200'1- STA. 38+03.06, 1050.301E BASELINE "RW" STA. 12+26.61, BASELINE "D" R=687.00' L=186.43' D=8' 29' 17" 0=15' 32' 56" R=675.00' L=183.18' T=92.16' P.O.C. STA. 37+87.01, 1166.53'L, BASELINE "RW" STA. 10+98.00, BASELINE "D" STA. 37+99.00, 1165.901 11 A STA. 37+75.03, 1167.141 BM 3 �0 STA. 38+00.61; 1196').60'L c`tv c`1 J J STA. 37+76.34, 1191.991 I STA. 39+59.40, 1231.941 STA. 38+53.10, 1238.041 STA. 38+66.70, 1235.33'L-,, 14F �o A 00 50'R 50' rFR o 10 90 13 BENCHMARK SCHEDULE CURVE TBM DESCRIPTION ELEVATION STATION OFFSET 1 PK NAIL 615.7 34+00 825' L 2 PK N IL 614.41 38+00 800' L 3 1 NAIL ISET IN 21" OAK 602.84 38+38.89 1165.27' L 100' DECELERATION STA. 37+30.01, 1244.491 BASELINE "RD'_ 12 STA. 10+00, BASELINE "D" STA. 13+00, BASELINE "RD" STA. 37+92.16, 1264.391 BASELINE "RW" MOTES: 1. ALL STATIONS AND OFFSETS SHOWN ARE BASED OFF RUNWAY 3-21 CENTERLINE UNLESS OTHERWISE NOTED. 2. STATION FOR CURB ARE LOCATED TO THE FACE OF CURB- -- .-- I 100'_ TAPER' - STA. 36+29.21, 125�0.471 STA. 35+29.97, 1267.49'1- 10 STA. 10+00, BASELINE "RD" --j STA. 34+92.60, 1280.59'L, BASELINE "RW" - .. .,. 10 p� L rl f 0% w, L TA \`,`dffVV TA CA05411AISULNITS-w, No. 19554 engineers - planners°ass �ti� Richmond, Virg,rnia Charlotte, North Carolina 8001E EMPLOYEES' PARKING LOT --- ---a- - -- -- 1200'l- \401GEO.DWG T30 DRAWN BV. J03 NO. SLT VA 9401 GEOME T RIC LAYOUT DESIGNED BY JDN/BEM SHEET SCALE: 1 „= 30' OF DATE CHARLOTTESVILLE-ALBEMARLE AIRPORT MARCH 1994 CURVE DATA LABEL RADIUS RADIUS POINT A 50.00' STA. 38+50.24, 1188.121E B 663.00' STA. 44+61.12, 1131.781E C 25.00' STA. 38+24.96, 10.83.38'L D 5.00" STA. 38+24.62, 1063.391E E 5.00" STA. 38+32.16, 1029.661E F 25.00' STA. 38+34.89, 1009.781E G 663.0(0' STA. 44+61.12, 1131.7B'L H 25.00' STA. 38+45.09, 962.87'1- 5.00' STA. 38+41.21, 906.67'L 5.00' STA. 38+41.21, 905.421 K 10.50' STA. 38+03.33, 816.49'L L 5.50" STA. 38+01.62, 755.371 M 5,50' STA. 37+78.44, 762.511 N 30.50' STA. 37+84.38, 824.41'L 0 4.50' STA. 38+07.91, 853.68'L P 5.00)' STA. 38+05.92, 890.18'1- Q 687.0)0' STA. 44+61.12, 1131.78'L R 50.00' STA, 37+26.41, 1194.62'1 - 100' DECELERATION STA. 37+30.01, 1244.491 BASELINE "RD'_ 12 STA. 10+00, BASELINE "D" STA. 13+00, BASELINE "RD" STA. 37+92.16, 1264.391 BASELINE "RW" MOTES: 1. ALL STATIONS AND OFFSETS SHOWN ARE BASED OFF RUNWAY 3-21 CENTERLINE UNLESS OTHERWISE NOTED. 2. STATION FOR CURB ARE LOCATED TO THE FACE OF CURB- -- .-- I 100'_ TAPER' - STA. 36+29.21, 125�0.471 STA. 35+29.97, 1267.49'1- 10 STA. 10+00, BASELINE "RD" --j STA. 34+92.60, 1280.59'L, BASELINE "RW" - .. .,. 10 p� L rl f 0% w, L TA \`,`dffVV TA CA05411AISULNITS-w, No. 19554 engineers - planners°ass �ti� Richmond, Virg,rnia Charlotte, North Carolina 8001E EMPLOYEES' PARKING LOT --- ---a- - -- -- 1200'l- \401GEO.DWG T30 DRAWN BV. J03 NO. SLT VA 9401 GEOME T RIC LAYOUT DESIGNED BY JDN/BEM SHEET SCALE: 1 „= 30' OF DATE CHARLOTTESVILLE-ALBEMARLE AIRPORT MARCH 1994 N NO. REVISIONS BY APP. DATE LIA=L I Ao��' — v� i S LT VA 9401 �� w9® kCHAIRLOTTESVILI RADING & DRAINAGE DEIG NED BY. Y. SHE ET D. NIXON,J�. JDN /BEMAIRPORTCONSUL TANTS,INC No,4 SCALE �OF1 4O&Vineers - planners Rkhmon4 Vk CharloffA North Carvibe 00#44*** E-ALBEMARLE AIRPORT MARCH 1994 19 24" WHITE STOP LINE (L=16') -- r Fi t^ 1 1 9PPCES `� CK o 09, sp 1 _ 45' \NN'' E- S C 24" WHITE SiOP_/ LINE (L=20') r 24" WHITE STOP LINE (I-=30') REVISED AS PER ALES. CO. Z ON i (3 L PT. 81 SERVICE --AUTH REQUIREMENTS FII ''hlht ���-'-- 4 NO. I REVISIONS I BY i APP. I DATE y ` _P1.9 C-45' YELLOW STRIPE 3' C -C (TYP) ZX/ ; -- 4" YELLOW STRIPE (TYP) I I /I -� �- - 4" SPACING P1.2 i P1.7 T 10M ICHE.0kJM 777 SIGN N0. DESCRIPTION SIZE STANDARD NO. i COUNT BUDDING "ADDITIO (BY OTHERS) 30" X 30" R 1-1 3 -- r Fi t^ 1 1 9PPCES `� CK o 09, sp 1 _ 45' \NN'' E- S C 24" WHITE SiOP_/ LINE (L=20') r 24" WHITE STOP LINE (I-=30') REVISED AS PER ALES. CO. Z ON i (3 L PT. 81 SERVICE --AUTH REQUIREMENTS FII ''hlht ���-'-- 4 NO. I REVISIONS I BY i APP. I DATE y ` _P1.9 C-45' YELLOW STRIPE 3' C -C (TYP) ZX/ ; -- 4" YELLOW STRIPE (TYP) I I /I -� �- - 4" SPACING P1.2 i P1.7 T 10M ICHE.0kJM T SIGN N0. DESCRIPTION SIZE STANDARD NO. i COUNT P1.1 STOP 30" X 30" R 1-1 3 P1.2 CORPORATE JETS, 25 i 24" X 30" R 2-1 ,. "i' GENER a.L ASIA -!ON TERMINAL P1.4 TYPE C4 TYPE C2 - � SEE SEE DETAIL DETAIL 1 P1.5 TYPE C1 SEE DETAIL 2 P1.6 TYPE C3_ - T P1.41� DETAIL ' ? 'SIGNS TO/ BE,-,-, / — TYPE A SEE DETAIL 1 P1.8 ' TYPE B1 AFF: XE TO , SEE DETAIL 1 / BUILDING BY P1.5' rn �-- ;, OWNER-- P1.9 TYPE B2 SEE DETAIL j 1 � W I ,; W ; f cl- -- r Fi t^ 1 1 9PPCES `� CK o 09, sp 1 _ 45' \NN'' E- S C 24" WHITE SiOP_/ LINE (L=20') r 24" WHITE STOP LINE (I-=30') REVISED AS PER ALES. CO. Z ON i (3 L PT. 81 SERVICE --AUTH REQUIREMENTS FII ''hlht ���-'-- 4 NO. I REVISIONS I BY i APP. I DATE y ` _P1.9 C-45' YELLOW STRIPE 3' C -C (TYP) ZX/ ; -- 4" YELLOW STRIPE (TYP) I I /I -� �- - 4" SPACING P1.2 i P1.7 MARKING NOTES: 1. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE FOL -LOWING: A) WIDTH = 4" (UNLESS OTHERWISE NOTED) B) VDOT TYPE "A" PAVEMENT MARKING. 2. ALL REGULATORY SIGNS WITH A MUTCD DESIGNATION SI -HALL CONFORM TO THE REQUIREMENTS IN THE MANUAL UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) - 1988 EDITION AND FEDERAL_ HIGHWAY ADMINISTRATION STANDARD HIGHWAY' SIGNS. 3. BACKING FOR ALL TRAFFIC SIGNS SHALL BE CONSTRUCTED FROM 0.080" THICK ALUMINUM UNLESS OTHERWISE NOTIED. SIGN TYPE B PANEL - COLOR WHITE 12- - SIGN TYPE A 9- - SIGN TYPE B r-7 OPPOS E FACE COPY REVISED SIGN TYPE -- - - - - - - - - DATE: 7/25/94 Generl -41 3- ' Aviatic copy ' I ---------- General ALUM BOX A • MONUMENT SIG? Vlation I i ALUM. DRIP BRICK FIN. GRADE _1 UNE OF J FOOTING SIGN TYPE A 4.0' AREA -=5.3 sf HANDICAP PARKING PAVEMENT SYMBOL N.T.S. 12" --45' STRIPE TYP VEEN STRIPES CROSSWALK SHALL BE WHITE CROSSWALK DETAIL N.T.S. DEL TA A IRPOR T CONSUL TANTS, INC. .ren... - w.m" akMW,a mow+. cftrfon, ,ten G,oa. 2'-4' - SIGN `A" 2'-1' - SIGN "B- I 7' ■•- ALTN tftAAMES D.' , .1985a ar k' as 40NAL e an (TYP_) T 10M ICHE.0kJM T SIGN N0. DESCRIPTION SIZE STANDARD NO. i COUNT P1.1 STOP 30" X 30" R 1-1 3 P1.2 SPEED LIMIT 25 i 24" X 30" R 2-1 1 P1.4 TYPE C4 TYPE C2 - � SEE SEE DETAIL DETAIL 1 P1.5 TYPE C1 SEE DETAIL 2 P1.6 TYPE C3_ - T SEE DETAIL ' ? P1.7 TYPE A SEE DETAIL 1 P1.8 TYPE B1 SEE DETAIL 1 P1.9 TYPE B2 SEE DETAIL j 1 MARKING NOTES: 1. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE FOL -LOWING: A) WIDTH = 4" (UNLESS OTHERWISE NOTED) B) VDOT TYPE "A" PAVEMENT MARKING. 2. ALL REGULATORY SIGNS WITH A MUTCD DESIGNATION SI -HALL CONFORM TO THE REQUIREMENTS IN THE MANUAL UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) - 1988 EDITION AND FEDERAL_ HIGHWAY ADMINISTRATION STANDARD HIGHWAY' SIGNS. 3. BACKING FOR ALL TRAFFIC SIGNS SHALL BE CONSTRUCTED FROM 0.080" THICK ALUMINUM UNLESS OTHERWISE NOTIED. SIGN TYPE B PANEL - COLOR WHITE 12- - SIGN TYPE A 9- - SIGN TYPE B r-7 OPPOS E FACE COPY REVISED SIGN TYPE -- - - - - - - - - DATE: 7/25/94 Generl -41 3- ' Aviatic copy ' I ---------- General ALUM BOX A • MONUMENT SIG? Vlation I i ALUM. DRIP BRICK FIN. GRADE _1 UNE OF J FOOTING SIGN TYPE A 4.0' AREA -=5.3 sf HANDICAP PARKING PAVEMENT SYMBOL N.T.S. 12" --45' STRIPE TYP VEEN STRIPES CROSSWALK SHALL BE WHITE CROSSWALK DETAIL N.T.S. DEL TA A IRPOR T CONSUL TANTS, INC. .ren... - w.m" akMW,a mow+. cftrfon, ,ten G,oa. 2'-4' - SIGN `A" 2'-1' - SIGN "B- I 7' ■•- ALTN tftAAMES D.' , .1985a ar k' as 40NAL e an (TYP_) �— 2" COPY 1 " COPY SIGN TYPE C1 - 2 REQUIRED INT'L SYMBOL OF ACCESSABILITY (SAME COLOR AS COPY) Van -Accessible I 1 " COPY SIGN TYPE C2 - 1 REQUIRED Crew Car Only Towing Enforced 2" COPY — 1 " COPY SIGN TYPE C3 - 1 REQUIRED INT'L SYMBOL "NO PARKING" Drop -Off Only I 1 " COPY SIGN TYPE C4 - 1 REQUIRED Y — -— CG -12 - --�--- CURB Lij RAMP - CG-- 6 00 5, FACE OF GUTTER 3' -- 9' (C --C) (TYP.) (TYP.) 45• (TYP.) INTERNATIONAL 18' HANDICAP SYMBOL (BLUE) (TYP.) \--3' C -C (TYP.) \-4" WHITE (TYP.) 6" BLUE (TYP.) CG -6 HANDICAPPED PARKING ACCESS & MARKING DETAIL 9401 MARK.DWG PSPLOT30 DRAWN BY: JOB NO. SLT VA 9401 MARKING LAYOUT & DETAILS DESKiNED BYDN/BEM 8H 6 1 "= 30OF CHARLOTTESVILLE-ALBEMARLE AIRPORT DATE' 1 9 MARCH, 1994 T a T LL v �— 2" COPY 1 " COPY SIGN TYPE C1 - 2 REQUIRED INT'L SYMBOL OF ACCESSABILITY (SAME COLOR AS COPY) Van -Accessible I 1 " COPY SIGN TYPE C2 - 1 REQUIRED Crew Car Only Towing Enforced 2" COPY — 1 " COPY SIGN TYPE C3 - 1 REQUIRED INT'L SYMBOL "NO PARKING" Drop -Off Only I 1 " COPY SIGN TYPE C4 - 1 REQUIRED Y — -— CG -12 - --�--- CURB Lij RAMP - CG-- 6 00 5, FACE OF GUTTER 3' -- 9' (C --C) (TYP.) (TYP.) 45• (TYP.) INTERNATIONAL 18' HANDICAP SYMBOL (BLUE) (TYP.) \--3' C -C (TYP.) \-4" WHITE (TYP.) 6" BLUE (TYP.) CG -6 HANDICAPPED PARKING ACCESS & MARKING DETAIL 9401 MARK.DWG PSPLOT30 DRAWN BY: JOB NO. SLT VA 9401 MARKING LAYOUT & DETAILS DESKiNED BYDN/BEM 8H 6 1 "= 30OF CHARLOTTESVILLE-ALBEMARLE AIRPORT DATE' 1 9 MARCH, 1994 EROSION AND SEDIMENT CONTROL NARRATIVE END NOTES I. PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS TO EXPAND THE EXISTING GENERAL AVIATION TERMINAL BUILDING TO INCLUDE CONSTRUCTING A NEW PARKING LOT AND ACCESS ROAD IN ORDER TO ACCOMMODATE CURRENT GENERAL AVIATION TRAFFIC. III. EXISTING SITE CONDITIONS THE SITE IS A MODERATE TO STEEPLY SLOPING TERRAIN WITH AN AVERAGE TO DENSE GRASS COVER. ADJACENT PROPERTY THE GENERAL AVIATION TERMINAL BUILDING WILL BE LOCATED APPROXIMATELY 800 FEET EAST OF THE RUNWAY SOUTH OF THE EXISTING T -HANGAR BUILDINGS. ROUTE 606 BORDERS THE SITE ON THE EAST, AND AREAS TO THE EAST OF THE SITE OFF THE AIRPORT ARE PREDOMINATELY ZONED RA (RURAL AREAS). IV. SOILS THE FOLLOWING SOIL TYPES OCCUPY THE MAJORITY OF THE AIRPORT PROPERTY: 65B PACOLET SANDY LOAM, 2 TO 7 PERCENT SLOPES, MODERATE PERMEABILITY, MODERATE EROSION POTENTIAL, MEDIUM SURFACE RUNOFF. 65C - PACOLET SANDY LOAM, 7 TO 15 PERCENT SLOPES, MODERATE PERMEABILITY, RAPID SURFACE RUNOFF, SEVERE EROSION POTENTIAL. 88 - UDORTHENTS, LOAMY, 2 TO 25 PERCENT SLOPES, MODERATELY RAPID TO SLOW PERMEABILITY, MEDIUM TO VERY RAPID SURFACE RUNOFF, MODERATE TO VERY SEVERE EROSION POTENTIAL. 94B - WEDOWEE SANDY LOAM, 2 TO 7 PERCENT SLOPES, MODERATE PERMEABILITY, MEDIUM SURFACE RUNOFF, MODERATE EROSION POTENTIAL. 94C - WEDOWEE SANDY LOAM, 7 TO 15 PERCENT SLOPES, MODERATE PERMEABILITY, RAPID SURFACE RUNOFF, SEVERE EROSION POTENTIAL. V. CRITICAL EROSION AREAS THE POTENTIALLY CRITICAL AREA IS THE PROPOSED OUTFALL FROM THE PROJECT SITE. AN EXISTING DETENTION BASIN IS LOCATED DIRECTLY NORTHEAST OF THE PROPOSED SITE AND WILL BE MADE INTO A TEMPORARY SEDIMENT BASIN IN ORDER TO PROTECT OFFSITE AREAS FROM SEDIMENT DEPOSITION. WHEREVER GRADING IS NECESSARY, ADEQUATE PRECAUTIONS SHALL BE TAKEN TO MINIMIZE EROSION AND TRAP SEDIMENT ON THE SITE. VI. EROSION AND SEDIMENT CONTROL MEASURES 1. AIR, WATER, SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL LAWS. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE 'VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH), THIRD EDITIOiN, DATED 1992, AS AMENDED. THE COST FOR MATERIALS, CONSTRUCTION, MAINTAINING AND REMOVAL OF EROSION AND SEDIMENT CONTROL MEASURES (EXCEPT FOR PERMANENT SEEDING AND MULCHING OF PERMANENT SEEDED AREAS AND SILT FENCE) SHALL BE INCLUDED IN THE LUMP SUM PAY ITEMS FOR "SEDIMENT AND EROSION CONTROL". PAYMENT FOR PERMANENT SEEDING, ASSOCIATED MULCHING, AND SILT FENCE WILL BE MADE UNDER THEIR RESPECTIVE PAY ITEMS. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLANS ARE CONSIDERED MINIMAL STEPS AND ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED, DEPENDING UPON THE FINAL CONSTRUCTION PHASING PROPOSED BY THE CONTRACTOR. NO SEPARATE PAYMENT WILL BE MADE FOR ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES FOUND NECESSARY UNDER THIS PROJECT DUE TO THE CONTRACTOR'S SEQUENCE OF WORK. 2. PERMANENT OR TEMPORARY SOIL STABILIZATION MUST BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. SOIL STABILIZATION MUST ALSO BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS WHICH MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN THIRTY (30) DAYS. SOIL STOCKPILES MUST BE STABILIZED OR PROTECTED WITH SOIL STABILIZATION AND/OR SEDIMENT TRAPPING MEASURES TO PREVENT SOIL LOSS. 3. PERMANENT SEEDING COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. 4. PROPERTIES ADJACENT TO THE PROJECT SITE SHALL BE PROTECTED FROM SEDIMENT DEPOSITS. PARTICULAR ATTENTION AND EMPHASIS SHALL BE PLACED ON PROTECTING THE DETENTION BASIN TO THE SOUTH OF THE PROJECT SITE. 5. SEDIMENT BASINS, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT ON-SITE MUST BE CONSTRUCTED AS THE FIRST STEP IN GRADING AND MUST BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS MUST BE SEEDED AND MULCHED WITHIN SEVEN (7) DAYS OF INSTALLATION. 6. CUT AND FILL SLOPES MUST BE CONSTRUCTED IN A MANNER WHICH WILL MINIMIZE EROSION. SLOPES WHICH ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF CONSTRUCTION MUST BE PROVIDED, BY THE CONTRACTOR, WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. 7. WHENEVER CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS MUST BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT (MUD) BY RUNOFF OR VEHICLE TRACKING ON TO PAVED SURFACES (VESCH STANDARD AND SPECIFICATION 3.02 AND 3.03). 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 ROAD BY SHOVELING OR SWEEPING DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THE CONTRACTOR SHALL INSTALL ALL OF THE TEMPORARY GRAVEL CONSTRUCTION ENTRANCES SHOWN ON THE PLANS. ADDITIONAL GRAVEL CONSTRUCTION ENTRANCES MAY BE REQUIRED DEPENDING UPON THE CONTRACTOR'S SEQUENCE OF WORK. 8. ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL PRACTICES MUST BE MAINTAINED AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. 9. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DISPOSED OF WITHIN 30 DAYS AFTER THE FINAL SITE STABILIZATION IS ACHIEVED OR AFTER TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER. THE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DISPOSED OF AS ORDERED BY THE ENGINEER. 10. ALL TEMPORARY SEEDING SHALL BE IN ACCORDANCE WITH SECTION III OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 11. SEDIMENT REMOVAL FROM THE EROSION CONTROL STRUCTURES SHALL BE DISPOSED OF IN AREAS PROTECTED BY EROSION CONTROL DEVICES OR AS ORDERED BY THE ENGINEER. 12. CUT AND FILL SLOPES SHALL BE ROUGHENED IN ACCORDANCE WITH VESCH STANDARD SPECIFICATION 3.29, "SURFACE ROUGHING". 13. THE CONTRACTOR SHALL INSTALL AND MAINTAIN A SYSTEM OF STANDARD VESCH (STANDARD SPECIFICATION 3.10) "TEMPORARY FILL DIVERSION" AT THE TOP OF EACH UNPROTECTED FILL SLOPE FOR THE DURATION OF THE PROJECT. THE TEMPORARY FILL DIVERSION SHALL DIVERT THE STORMWATER RUNOFF TO AN APPROPRIATE SEDIMENT TRAPPING DEVICE IF LADEN WITH SEDIMENT. 14. ALL STORM SEWER INLETS WHICH ARE OPERATIONAL DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT LADEN WATER WILL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT (VESCH STANDARD 3.07, STORM DRAIN INLET PROTECTION). 15. THE CONTRACTOR SHALL STABILIZE AND MAINTAIIN ALL DITCHES, SWALES AND CHANNELS. ALL EARTH LINE DRAINAGE DITCHES AND SWALES WITH A LONGITUDINAL SLOPE GREATER THAN 2% SHALL BE: TREATED WITH JUTE MESH OR EQUIVALENT. THE USE OF JUTE MESH AT OTHER LiOCATIONS, MAY BE BENEFICIAL, ALTHOUGH NOT MANDATED, IF STABILIZATION CAN OTHERWISE BE OBTAINED. 16. THE CONTRACTOR SHALL OBTAIN A LAND DISTURBING, EROSION AND SEDIMENT CONTROL PERMIT FROM THE ALBEMARLE COUNTY EROSION CONTROL OFFICER AND POST THE REQUIRED EROSION CONTROL BOND. 17. AT THE COMPLETION OF THE PROJECT, THE RISER FOR SEDIMENT BASIN #4 SHALL BE REMOVED. VII. STRUCTURAL PRACTICES 1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 THIS DEVICE SHALL BE INSTALLED AT THE INTERSECTION OF THE AIRPORT HAUL ROAD AND STATE ROUTE 606, AND AS SHOWN ON PLANS. 2. SILT FENCE - 3.05 THIS DEVICE WILL BE INSTALLED IN THE LOCATIONS SHOWN ON THIS PLAN, OR AS ORDERED BY THE ENGINEER. 3. STORM DRAIN INLET PROTECTION - 3.07 ALL STORM DRAIN INLETS DRAINING DISTURBED AREAS SHALL BE PROTECTED DURING CONSTRUCTION. 4. TEMPORARY SEDIMENT BASIN - 3.14 THE TEMPORARY RISER WILL BE INSTALLED IN BiASIN #4 AS SHOWN ON THE PLANS. THE EXISTING RISER IN BASIN #3 WILL BE (MAINTAINED AS NECESSARY IN ORDER TO ENSURE ITS PROPER OPERATION FOR TH'E DURATION OF THE PROJECT. 5. STONE CHECK DAMS - 3.20 THESE SERVICES WILL BE INSTALLED IN THE LOCA71ONS SHOWN ON THE PLANS, OR AS ORDERED BY THE ENGINEER. 6. OUTLET PROTECTION - VDOT ST'D EC -1 RIPRAP IS TO BE PLACED AT THE OUTLET OF PROPOSED PIPES AND CHANNELS AS INDICATED ON THE PLANS. VIII. VEGETATIVE PRACTICES 1. TOPSOIL STOCKPILE - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE (GRADED AND STOCKPILED FOR LATER USE. STOCKPILE LOCATIONS SHALL BE APPROVED BY THE PROJECT ENGINEER. 2. TEMPORARY SEEDING - 3.31 THE TOPSOIL STOCKPILES AND ALL AREAS TO BE. ROUGH -GRADED DURING THE INITIAL PHASE OF CONSTRUCTION SHALL BE SEE©ED' WITH FAST -GERMINATING, TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING. SELECTION OF THE APPROPRIATE SEED MIXTURE WILL DEPEND UPON TIHE TIME OF YEAR IT IS TO BE APPLIED. IX. MANAGEMENT STRATEGIES 1. CONSTRUCTION SHOULD BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE. 2. SEDIMENT TRAPPING MEASURES SHALL BE INSTALLED AS A FIRST STEP IN GRADING AND SHALL BE SEEDED AND MULCHED IMMEDIATELY FOLLOWING INSTALLATION. 3. TEMPORARY SEEDING OR OTHER STABILIZATION SHALL FOLLOW IMMEDIATELY AFTER GRADING. 4. AREAS WHICH ARE NOT TO BE DISTURBED SHALL BEE CLEARLY MARKED BY FLAGS, SIGNS, ETC. 5. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES. 6. THE CONTRACTOR SHALL PROVIDE FOR DUST CONTROL MEASURES IN ACCORDANCE WITH VE & SCH STANDARD 3.39 "DUST CONTROL-_ X. PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION WILL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISH GRADING. REGULAR SEEDING AND MULCHING SHALL BE IN ACCORDANCE WITH SPECIFICATIONS T-901 AND T-908. Xi. STORMWATER MANAGEMENT CALCULATION OF RUNOFF BEFORE AND AFTER DEVELOPMENT INDICATES THAT THERE WILL BE AN INCREASE IN RUNOFF PEAK AS A RESULT OF ULTIMATE DEVELOPMENT. STORMWATER DETENTION BASINS HAVE BEEN INSTALLED UNDER A PREVIOUS PROJECT AND HAVE BEEN SIZED FOR ULTIMATE DEVELOPMENT, RELEASING EQUAL TO OR LESS THAN THE 2 YEAR PREDEVELOPED DISCHARGE AND STORING EQUAL TO OR SLIGHTLY LESS THAN THE 100 YEAR PEAK STORM EVENT. XII. MAINTENANCE IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL. THE FOLLOWING ITEMS WILL BE CHECKED IN PARTICULAR: 1. THE TEMPORARY SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF SEDIMENT BUILDUP REACHES 1.5 FEET BELOW THE TOP OF THE RISER PIPE. 2. THE GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP WHICH WILL PREVENT DRAINAGE. IF THE GRAVEL IS CLOGGED WITH SILT, IT WILL BE REMOVED AND CLEANED OR REPLACED. 3. THE SILT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION. 4. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE REPAIRED AND RESEEDED, AS NEEDED. SOILS SURVEY MAP NTS SOILS THE FOLLOWING SOIL TYPES OCCUPY THE MAJORITY OF THE AIRPORT PROPERTY: 656 - PACOLET SANDY LOAM, 2 TO 7 PERCENT SLOPES, MODERATE PERMEABILITY, MODERATE EROSION POTENTIAL, MEDIUM SURFACE RUNOFF. 65C - PACOLET SANDY LOAM, 7 TO 15 PERCENT SLOPES, MODERATE PERMEABILITY, RAPID SURFACE RUNOFF, SEVERE EROSION POTENTIAL. 88 - UDORTHENTS, LOAMY, 2 TO 25 PERCENT SLOPES, MODERATELY RAPID TO SLOW PERMEABILITY, MEDIUM TO VERY RAPID SURFACE RUNOFF, MODERATE TO VERY SEVERE EROSION POTENTIAL. 94B WEDOWEE SANDY LOAM, 2 TO 7 PERCENT SLOPES, MODERATE PERMEABILITY, MEDIUM SURFACE RUNOFF, MODERATE EROSION POTENTIAL. 94C - WEDOWEE SANDY LOAM, 7 TO 15 PERCENT SLOPES, MODERATE PERMEABILITY, RAPID SURFACE RUNOFF, SEVERE EROSION POTENTIAL. : o�'�TH of 11% DEL TAEROSION ..�,. JAMES D. NIXON, AIRPORT CONSULTANTS INC. ;- No. 19854 - planners , �ti* Richmond, Virginia Charlotte, North Carolina ■.;�or�.�Lti��m ♦e �o AND SEDIMENT CONTROL NARRATIVE DRAWN BY: CIT JOB NO. VA 9401 DESIGNED BY: JDN/BEM SHEET 7 OF 19 SCALE NONE 4engineers CHARLOTTESVILLE -ALBEMARLE AIRPORT DATE: MARCH 1994 NO. REVISIONS BY APP. DATE STONE CONSTRUCTION ENTRANCE 70' MIN. EXISTING PAVEMENT A .3' „ S:1 FILTER CLOTH 6- MIN A MOUNTABLE BERM (OPTIONAL) SIDE ELEVATION EXISTING GROUND 12' MIN. - 70' MIN. 9 WASHRACK I (OPTIONAL) L VDOT •1 I PCSITIVE DRAINAGE CGURSE AGGREGATE TO SEDIMENT 6 TRAPPING DEVIC- • MUST EXTEND FULL WIOTH OF INGRESS AND EGRESS PLAN VIEW OPERATION 12' 41N. r""R SEC I IUN A—A REINFORCED CCNCREI SECTION B—B Source: Adapted from 1983 Maryland Standards for Soil Erosion and Sediment Control, and Va. DSWC R 0 CK CHET CK DA -Alf i 2 ACRES OR LESS OF DPAIN'AGE AREA: Cc. apt 2-10 ACRS OF DRAINAGE AREA. VCT >1 co L LAJJ i MII-MAr M NO. REVISIONS BY i APP. DATE CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4-X4- 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. I / ll —` FLOW �Il�ll�--SII I� 4" 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE FENCE AND EXTEND IT INTO THE TRENCH EXCAVATED SOIL. s 1 P•tr Mpg. t; a�'' a4'tw III" iR Sit Pyr 1�'� J'\ t a4 f:l '`''S.s'�,�.+te�tt •��e�•,I# EXT---NSiCN OF FABRIC AND WIRE INTO THE TRENCH. i • �� FILTER FABRIC W RE � Source: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, Sherwood and Wyant SF 3.05 18 " CMP TRASH RACK AND ANTI—VORTEX DEVICE SEE DETAIL 4" 0 CLEAN OUT ® 591.00 TEMPORARY 12" CMP RISER 2000 PSI (MIN.) CONC. 20'-4" PERFORATED PVC PIPE (PLUG END) CMP BARREL DIA. 18" NO. 57 OR NO. 67 STONE FILTER TO EXTEND 3' MIN. ON EACH SIDE AND 6" MIN. ABOVE PVC PIPE 0 TOP OF RISER = 592.00 BLOCK/ GRAVEL DROP INLET CONCRETESEDIMENT FILTER WIRE SCREEN • • N � J NIRE SCREEN FILTERED WATER RUNCFr"- WATER WITH SEDIMENT CROP INLET I WIT" GRATE S E-- I..IEN SPECIFIC APPL (CATION THIS 'METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. ' GRAVEL SHALL BE VDOT �3, -357 OR `5 COARSE AGGREGATE. J- 14 _I SEDIMENT CLEANOUT LEVEL SKIMMER POUR CONCRETE AGAINST END WALL, PROVIDE ADEQUATE BOND BREAKER 12" MI 18" RCP INV. 4' . EXISTING 18 RCP • 4 •, ' EXISTING EW -1 ENDWALL TEMPORARY RISER DETAIL_ B 3.14 DEL TA AIRPORT CINC. engineers -planners Richmond, Virginia Charlotte, North Carolina `L BLOCK (c GRAVEL CURB INLET SEDIMENT FILTER CURB INLET CD LF WIRE SCREEN CONCRETE BLOCK --------'' GRAVEL FILTER AR OVERFLOW WT;7—� AicR WITH SEDIMENT FILTERED WATE . 2" X 4" WDOD STUD CUPS INLET SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE PRESSURE RELIEF HOLES 1/2" DIA. A H T MIN. TOP STIFFENER ,NOT REQUIRED) TOP IS 16 GAGE CORRUGATED METAL OR 1/8" STEEL PLATE. PRESSURE RELIEF HOLES MAY BE OMMITTED, IF ENDS OF CORRUGATIONS ARE LEFT FULLY OPEN WHEN THE TOP IS ATTACHED. CYLINDER IS 16 GAGE CORRUGATED METAL PIPE OR FABRICATED FROM 1/8" STEEL PLATE. NOTES: 1. THE CYLINDER MUST BE FIRMLY FASTENED TO THE TOP OF THE RISER. ■��~,oTN �r DRAWN BY: S R B ION AND SEDIMENT EROS DESIGNED BY: -" JDN / BEM CIES D. NIXON, .M. > CONTROL DETAILS SCALE No. 19854 ® NONE '�DATE: slo CHARLOTTESVILLE— LBEMARLE AIRPORTNAL MARCH 1994 0,0>•a.640� JOB NO. VA 9401 SHEET 8 OF 19 Z SIGN SCHEDULE OREMOVE EXISTING FENCE & GATE 1. FURNISH ALL LABOR, MATERIALS, TOOLS, FEES, AND PERMITS NECESSARY FOR A Q - INSTALL 8'X16' SWING GATE COMPLETE INSTALLATION. _ - (SEE AUTOMATIC GATE DETAIL) 2. ALL MATERIAL SHALL BE FURNISHED NEW AND SHALL BEAR A UL LABEL. 3. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND T- H AN G.A R STATE AND LOCAL CODES. CONDUCTORS SHALL BE TYPE THW/THWN AND SHALL G.A TERMINAL. 4 BE IDENTIFIED AT EACH FIXTURE ACCESS PLATE AND PULL BOX PER THE FOLLOWING EXPANSION COLOR CODE: (BY OTHERS) 2 3 (2") 2 --WAY CONCRETE ENCASED DUCTBANK PHASE A BLACK PHASE B RED 3 SIGN NO DESCRIPTION LETTER SIZE SERIES LETTERS SIZE Ct�MMENTS NO TRESPASSING 3 C 36" X 14" SEE NOTE 3 AIRPORT SECURITY AREA 2 C I AUTHORIZED PERSONS ONLY 2 B MOUNT ON AFTER PASSING 1 1 /2 C 36" X 12" PUBLIC SIDE 0 CONFIRM GATE CLOSURE (GATE NO.) 1 1 /2 2 C C 6" X 6'SEE NOTE'S 2& 4 EXIT 2 D (� AFTER PASSING 1 1 /2 C 24" x ?" MOUNT ON CONFIRM GATE CLOSURE 1 112 C SECURE SIDE PHASE C BLUE -NOTE 4 GROUND GREEN 4 NOTES I/ CARD 1 SIGNS SHALL HAVE BLACK LETTERS ON A WHITE ENCLOSED LENS TYPE REFLEC TiVE BACKGROUND. CONDUIT SHALL BE SCHEDULE 40 PVC UL LISTED FOR DIRECT BURIAL. i READER Ti) `INSTALL 5' AUTO PEDESTRIAN GATE CORPORATE JETS/GENERAL ' _ B THE SIGNS SHALL HAVE ROUNDED CORNERS, PINSTRIPE BORDER AND STANDARD SERIES "B "C AVIATION TERMINAD OR "D" LETTERS, AS NOTED, 4. CARE SHALL BE EXERCISED TO INSURE ALL MATERIAL AND EQUIPMENT IS `PPGPOSED FENCE DELIVERED, HANDLED, AND INSTALLED IN AN UNDAMAGED CONDITION. ALL ;'' �- TING FENCE c MATERIAL SHALL BE PROTECTED TO PREVENT MARRING OF FINISHED SURFACES. � I , �'�� / ALL CHAIN LINK FENCE SIGN_, ,HALL BE :SECURELY FASTENED TO THE FENCE UFS GATE FABRIC AND MOUNTED APPROXIMATELY 48 ABOVE GRADE TO THE BOTTOM OF THE SIGN irJDIVIDUAL GATE 5. INSTALL FIXTURES/POLES PLUMB AND LEVEL. NUMBERS (SIGN NO 3) SHALL BE MOUNTED ON THE UPPER RIGHT-HAND CORNER, ON THE 5 PUBLIC SIDE. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO EXISTING UNDERGROUND EXISTING ELECTRICAL SERVICE _ 6 -r- T- L�AIVGAR UTILITIES. CONTRACTOR SHALL PROVIDE A LOCATOR SERVICE TO IDENTIFY ALL TO BE REMOVED ! 3- "NO TRESPASSING" SIGNS (SIGN NO 1) SHALL BE INSTALLED AT 200' C -C MAXIMUM SPACING EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION. ALONG NEW FENCE AND MOUNTED ON THE PUBLIC SIDE. SIGN LOCATION`S SHALL BE MARKED IN NEW UNDERGROUND SECONDARY---- �.{ I -- !THE CONTRACTOR AND COORDINATED WITH THE ENGINEER PRIO 6 - - - - - - -- -BYR TO INSTALLATION. 7. CONTRACTOR SHALL PROVIDE A ONE {1) YEAR WARRANTY ON ALL LABOR AND BY UTILITY CO. THE FIELD B � _-_\_ _ MATERIALS. _ 4 4 AN INDIVIDUAL GATE NUMBER HAS BEEN ASSIGNED TO EACH GATE SIGN NO 3 `HALL BE I --' 8. WHEN THE WORK ON THE PROJECT HAS BEEN COMPLETED AND IS READY FOR (4"' '-WAY CONCRETE NSTALL 5' AUTOMATIC CIRCUIT MODE- - 'INSTALLED ON EACH GATE WITH ITS ASSIGNED NUMBER FINAL INSPECTION, THE CONTRACTOR SHALL DEMONSTRATE THAT ALL ENCASED DUCTBANK I I ` PB PEDESTRIAN GATE (COORDINATED THRJUGN THE OWNER). REQUIREMENTS HAVE BEEN MET. BY CON TRA:: TOR [:1 2#6 THHN/THWN,1#10G, 1" PV, --,-C, 5 PROVIDE 1 4" PUNCH HOLES AS REOUIRED TO MOUNT :SECURELY t N FEN( - E � � E _E -� 6 4 ) EXISTINi, TELEPHONE 2#6 THNN�THWN, 9. ALL PROSPECTIVE BIDDERS ARE REQUIRED TO VISIT THE SITE AND TO FULLY #6 THHN/THWN, - - ,--� sI�,N C0 PEDESTAL (NOTE ��) � � ACQUAINT THEMSELVES WITH THE SPECIFIC CONDITIONS OF THE SITE. FAILURE TO NOTE i - FL -STA 3 DO SO SHALL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY FOR 7+86.47• 936 O2'L 1#10G,11-1/4" PVC -C � 5 5 _ PROPERLY COMPLETING THE JOB._ SF AIRPORT SIDE 6 7 �s -_` i 2##6 FHHN/rHWN,I#\G_, I" PVC-C-`� r 10. FURNISH SIX (6) COPIES OF SHOP DRAWINGS/CERTIFICATIONS FOR APPROVAL FOR � F f:EMOVE EXISTING FENCE -_1'___ � THE FOLLOWING ITEMS:12 PAIR #18 AWG CARD REAIDER 5 CONTROL CABLE, 2' PVC -C & A. LIGHTING FIXTURES �' 1 #8 BARE CU COUN TERPOISE -FREE EXIT AND 'SAFETY B. FIXTURE POLES h \ � LOOP (SEE DE.AIL NOTE 2). I �.7� �V 5 2" PVC -C WITH PULLCORD FCR - - - �� - C. CONDUIT , TELEPHONE CABLE D. LAMPS / -r(2") 2 -WAY CONIC RE\� E. CONCRETE Lam-- NEW UTILITY 120 , _ ENCASED r� 6 SET'S OF 12 PAIR 18 AWG =;APD /'240 ✓ 3PH,4W I DUCTBANK 4 }-���� ..', �EA�tF CONTROL CA.B E 2" ✓(; PAD MTD XFMR / IP DER & 1#8 BARE 'jU 'tJtJNTERP0ISE PANELBOARD "PL"' EXISTING ELECTRICAL`'\ 14' SERVICE Ti) BE \ V` PA - 2#8 THHN/THWN,1#I0G, 1" PVC -C EXISTING FENCE AND RELOCATED GATE TO BE REMOVED.' EXISTING 24' STOP PARKING LOT ,i' ! BAR (WHITE) 2 FENCING NOTES. ; = NEW ELECTRICAL -1 T -HANGAR PA JUNCTION BOX (NOTES) -TIE INTO EXISTING FENCE -' STA 36+79 48, 1019.00'L I I - COORDINATE REMOVAL (4") 2 -WAY CONCRETE G.AL - TERMINAL BUILDING 21 - - - - _ - - ENCASED DUCTBANK EXPANSION (BY OTHERS) GATE NO. SIGN: 1. THE SECTION OF TEMPORARY FENCE BETWEEN THE CORPORATE JETS/GENERAL OF UTILITY COMPANY'S �\ � �' BY CONTRACTOR rTOP CORNER � AVIATION HANGAR AND T -HANGARS SHALL BE INSTALLED PRIOR TO PHASE I EXISTING OVERHEAD PRIMARY LINE \ + LEGEND CONTROL PANEL PAVEMENT DEMOLITION OR FENCE REMOVAL. THE TEMPORARY FENCE SHALL BE , � I SAFETY LOOPS I PUMP PACK �� PROPOSED ELECTRICAL CONCRETE ENCASED DUCTBANK (SEE DETAIL NOTE 2) I MARKED WITH A STEADY BURNING YELLOW WARNING LIGHT (TYPE C) ON EVERY I J THIRD POST 130' C -C). i - --� - EXISTING FENCE 3 2. THE CONTRACTOR SHALL NOT LEAVE ANY OPENINGS IN THE SECURITY FENCE - � -�� UNATTENDED. SECURITY FENCE SHALL NOT BE REMOVED, UNLESS THE NEW _-T'` `'r xx xx PROPOSED FENCE PERIMETER CAN BE SECURITY CLOSED AT THE END OF WORK EACH DAY. T z F PROPOSED TEMPORARY FENCE L� 1 INSTALL �3' X 16' 3. THE FENCE ALIGNMENT SHALL BE STAKED BY THE CONTRACTOR AND VERIFIED BY 1. ` ., I - - \- PROPOSED AUTO. PEDESTRIAN GATE SWING GATE (SEE THE ENGINEER PRIOR TO INSTALLATION. NEW UNDERGROUND PRIMAIRY � SAFETY LOOP DETAIL) P1 � BY UTILTIY CO (SEE DETAIL, NEW UTILITY POLE I PROPOSED AUTO SWING GATE NOTE 2). 4. FENCE POSTS SHALL BE SET ON THE AIRSIDE OF THE SECURITY FENCE. % BY UTILITY CO. / 5. ALL GATE FRAMES SHALL BE SHAPED, AS REQUIRED, TO OBTAIN 4" MAXIMUM � � E SIGN (TYPICAL_) CABG OPENING UNDER GATE AND 3" MAXIMUM OPENING ON THE SIDES OF A GATE IN EXISTING UTILITY CO EXISTING ELECTRIC POLE READER THE CLOSED POSITION. / TO BE RELOCATED BY r P ! OVERHEAD PRIMARY / -- 0. — ELECTRICAL OVERHEAD PRIMARY BY UTILITY CO. 6. FIELD CONFIRM INDIVIDUAL GATE OPERATOR VOLTAGES PRIOR TO ORDERING TO REMAIN / UTILITY COMPANY EQUIPMENT."I UP - - ELECTRICAL UNDERGROUND PRIMARY BY UTILITY CO US ELECTRICAL UNDERGROUND SECONDARY BY UTILITY CO PUBLIC T SIDE 7. FENCE GROUNDING SHALL BE COMPLETED IN ACCORDANCE WITH SPECIFICATIONS. ELECTRIr�AL !1NDERGROUND SECONDARY BY (-_1TILiTY CO 5' AUTOMATIC 8. ALL UNDERGROUND CONDUIT BENDS SHALL BE LONG RADIUS ANGLES. ALL �� POLE MOUNTED AREA LIGHTS. SEE Ll: HTING FIXTUPE SCHEDULE PEDESTRIAN GATE I / i UNDERGROUND CONDUITS SHALL BE SCHEDULE 40 AND U.L. APPROVED. SIGNAL HANDHOLE SEE DETAIL / PROPOSED RO OSED FENCE 9. LOCATION OF POWER AND CONTROL CABLES SHALL BE COORDINATED WITH VEHICLE EXISTING ELECTRICAL LINE TO BE DEMOLISHED AS NOTED LOOP LOCATIONS. UNLESS OTHERWISE RECOMMENDED BY THE MANUFACTURER, THE POWER SHALL BE PLACED WITHIN 12" OF THE AUTOMATIC GATE LINE, TO / EXISTING UTILITY OVERHEAD LINE TO BE DEMOLISHED AS NOT -ED OBTAIN MAXIMUM SEPARATION FROM THE VEHICLE LOOPS. / I FL AUTOMATIC SECURITY GATE DETAIL 10. THE CONTRACTOR SHALL INSTALL FOUR (4) GUARD POSTS AT THE AUTOMATIC � � PEDESTRIAN SWING GATE CARD READERS. PAYMENT FOR THE GUARD POSTS AND CARD READER ISLAND SHALL BE INCLUDED IN THE PRICE FOR THE AUTOMATIC SCALE: 1 "=10' ii �- SWING GATE. CARD READER/SENSOR SHALL BE INCLUDED IN THE LUMP SUM PRICE SIGN— FOR NOTES: FOR THE ACCESS CONTROL SYSTEM. \ ! \ 11. THE CONTRACTOR SHALL PROVIDE TEMPORARY LOCKS, CHAINS, LOCKING MECHANISMS, ETC. AS REQUIRED TO SECURE EACH GATE UNTIL THE ACCESS '—�---------- _ __�_ 1 PROVIDE 120/240V 1 PHASE POWER SERVICE TO THE DISCONNECT WIRING, .AND CONTROL SYSTEM IS OPERATING IN AN ACCEPTABLE MANNER. �---'---�_ CONDUIT FROM DISCONNE� `SATE OPERATOR. VEHICLE LOOP DETECTORS, LOOPS, CARD READER, ETC. SHALL BE INCLUDED IN THE GATE UNIT PRICE. CONDUITS AND CABLES SHALL 12. THE EXISTING 8' CHAIN LINK FENCE FABRIC MAY BE CAREFULLY REMOVED AND THE - - - -- _ ___ � BE IN ACCORDANCE WITH MANUFACTURER`S GUIDELINES, CONTRACTOR MAY SALVAGE THE FABRIC FOR HIS/HER USE OFFSITE. NOTES: - - ----- { _ LOCATE VEHICLE LOOPS IN ACCORDANCE WITH MANUFACTURER'S GUIDELINES, UNLESS OTHERWISE 1 (2") 4 -WAY CONCRETE ENCASED DUCTBANK, REQUIRED. SAFETY LOOPS SHALL BE 6' WIDE AND EXTEND TO WITHIN 18" OF THE BITUMINOUS PAVEMENT EDGE. 2, STUB -UP CONDUIT INSIDE PEDESTAL AS DIRECTED BY THE TELEPHONE CO. 3 INSTALL SIGNAL JUNCTION BOX OVER EXISTING CABLE. SPLICE NEW CABLE TO EXISTIING 3 GATE OPERATOR SHALL BE MOUNTED ON A CONCRETE PAD WITH GATE POST AS SHOWN. THE CABLE WITH THOMAS &BETTS NYLON INSULATED OVERLAP TYPE SPLICE. CONCRETE PAD DIMENSIONS SHALL BE 14"W x 281 x 48"D (MIN.) OR AS REQUIRED BY GATE (T&B 2B-16). INSTALL HEAT SHRINK INSULATORS OVER EACH SPLICE(T&B HS16-12).. OPERATOR MANUFACTURER INSTALLATION DETAILS. COVER THE ENTIRE SPLICE WITH TAPE SEALANT(T&B HSTS25) AS ORDERED BY THE EINGINEER. 4 ALL INDIVIDUAL ITEMS SHOWN ABOVE SHALL BE INSTALLED AS NO SEPARATE PAY ITEMS, 4. EXTEND THE NEW CONDUIT INSIDE BUILDING IDENTICAL TO EXISTING INSTALLATION. COST FOR THESE ITEMS SHALL BE CONSIDERED INCIDENTAL. 9401ELEC.DWG PSPLOT30 I SUPPLEMENTAL AGREEMENT NO.ONE (I) BEM JD N 7-25-94 .,��♦ eti DRAWN BY: JOB NO. VT ---- — DEL�1OF ` S L T VA 9401 --- TA FENCE & DESIGNED BY: SHEET JE) N /B E M - ---AIRPORT� ELECTRICAL LAYOUT 9 INC. t9�4 SCALE: a OF engineers - planners 1 = 30' NO. REVISIONS f�lCfl/'10p�7d, Virginia Charlotte, North C8r01%R$ Sj "�� DATE • ONAL is CHARLOTTESVILLE-ALBEMARLE AIRPORT 19 Y APP. DATE . ♦off MARCH , 994 1,12" CHAMFER ALS AROUND `1" MIN. I F-7 I I I 2 MIN ROUND CONDUIT a° 1 BASE - o, 0 1 - ----- �12 ��--- STANCHION MOUNT DIA. FLOODLIGHT FIXTURE DETAIL TO NIS FINISHED GRADE 24" END HELLS BEYOND - —` _-N& 8 BARE COPPER MIN. CONCRETE & DUCTSEAL ` COUNTERPOISE I TYPIC:AL_) � �3" (I YP ) - 4 112 (TYP ) 3" - ,- - 4 1 /2" (TYP VDOT CLASS A3 CONCRETE J_ 2" SCHEDULE 40 PVC, TYPE 1 DUCT (TYP.) 4" - 4 WAY CONCRETE ENCASED SIGNAL DUCTBANK DETAIL NTS NOTES. 1 CONCRETE SHALL BE VDOT CLASS A3. 2. PROVIDE 10' MIN. OF SLACK COUNTERPOISE IN A NEAT COIL AT EACH MANHOLE, HANDHOLE, DUCT END, ETC 3 CONSTRUCT (4") TWO --WAY POWER DUCTDANKS SIMILAR TO THE ABOVE DETAIL. PROVIDE 12" OF SEPARATION BETWEEN POWER AND SIGNAL DUCTBANKS. I SUPPLEMENTAL AGREEMENT NO. ONE (1) BEM JDN T-25-914 1/4" PLATE STEEL CHANNFI BEAM ------ 24" -1112" STAINLESS STEEL - NOTE 2 'EXPANSION SHIELDS (TYP) v6" CONCRFTF: PAD '' CHAMFER ALL AROUND REVURON8 BY APP. DATE REFER TO SECTION L-108 AND L-110 FOR TRENCH MARKING REQUIREMENTS 5" i 3" - MIN. FINISHED GRADE CLEAN BACKFILL. COMPACTED 24" MIN. ELECTRICAL MARKER TAPE #8 BARE COPPER COUNTERPOISE 1.5" MIN. SAND BACKFILL NOT COMPACTED 4" CLEAN BACKFILL COMPACTED (PVC INSTALLATION ONLY) J 2" PVC CONDUIT 6" MIN. 1- CABLE OR 3/4% 10' GROUND ROD 4" MIN.._,.._. 300' O.C. MAXIMUM SPACING DUCT TRENCHING DETAIL N TS 1 8 BARE COPPER COUNTERPOISE SHALL BE CADWELD OR APPROVED THERMOWELD CONNECTION TO THE GROUND ROD. 2. COMPACTED BACKFILL SHALL BE PLACED IN 8" MAXIMUM LIFTS WITH A MECHANICAL COMPACTOR. 3. CONSTRUCTION AND INSTALLATION SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATION L-108 AND L-110. 4. MAINTAIN LATERAL SEPARATION BETWEEN CONTROL CONDUCTORS AND ELECTRICAL POWER CONDUCTORS PER MANUFACTURER'S RECOMMENDATIONS. HANDHOLE-----�__ -- POLE BASE COVER ---� - - GROUND LUG ANCHOR BOLTS -�` - -- GROUNDING CONDUCTOR 3/4" CHAMFER ALL AROUND 2' #6 REINFORCING RODS GROUT BETWEEN BASE BRANCH CKT. C. TYPICAL PLATE & CON 5' BASE. PROVIDE DRAINAGE HOLE. #3TIES 12„ O.C. i A A r ` 24” DIA 8#6 VERT. REIN. RODS #3 TIES 12" O.C. -- 24" DIA. SECTION A -A POLEBASE DETAIL NOTES: 1. CONCRETE SHALL BE VDOT A3 (COMPRESSION STRENGTH IN 28 DAYS TO BE 3000 PSI.) 2, PROVIDE REINFORCING AS SPECIFIED (fy =60 KSI) is 3/8" THICK 8" DIA. STEEL PLATE TYPICAL -3" CHANNEL 1/4" PLATE 0 0 7 /"0". i 0 0 0 0 '^/ 2"L PL -AN \V 1 EW ELECTRICAL EQUIPMENT RACK DETAIL NIS NOTES: 1. AFTER ALL WELDING, PAINT RACK AS FOLLOWS: *TWO COATS RUST -INHIBITIVE METAL PRIMER. *TWO COATS EXTERIOR METAL FINISH PAINT, METALLIC GRAY COLOR 2. APPLY TWO COATS OF BITUMASTIC TO UNDERSIDE OF BASEPLATE. 3. DIMENSIONS OF STEEL PLATE SHALL NOT BE LESS THAN SHOWN, VERIFY FINAL DIMENSIONS WITH ACTUAL EQUIPMENT TO BE USED. 4 ADJUST STEEL PLATE SIZE TO F!T PANELS. 5. CONCRETE SHALL BE VDOT A3; 3000 PSI IN 28 DAYS PANEL_: "PL" SERVICE: 1 20/24OV, 1 PH,3W MOUNTING: SURFACE MAINS 100A MAIN BKR(FA FRAME) TYPE: SQUARE D NQOD i DESIGNATION TO BE WIRE FRp, , Mp CKT. CK, FRAME WIRE DESIGNATION TO BE TYPED ON DIRECTORY SIZE RTG. NO. A B NO. RIG SIZE TYPED ON DIRECTORY -� SITE LIGHTS _- 6 QOB 30 1 + 2 20 QOB 6 1 HP GATE MOTOR_ J 6 3- 4 6 -- 1 RECEPTACLE 12 20 5 ---- - -- SPACE FLOODLIGHTS 8 20 7 -- - -- SPACE --------- -- --- - -- ------ -- ----- - _ __ 8 9 --- --- 10 - SPACE SPARE - -L12 11 - -- 12 1—SPACE_ NOTES: PROVIDE GROUND BAR, U,- SERVICE ENTRANCE 1 -ABEL PROVIDE NEMA 3R PADLOCKABLE ENCLOSURE PROVIDE ENGRAVED LABEL ATTACHED WITH RIVETS TO READ: 1ST LINE. "PNL PL" - - ----- - - ---- 2ND LINE: "I 20 24OV,1PH,3W" LIGHTING FIXTURE SCHEDULE NTS PA METAL HALIDE POLE MOUNTED AREA LIGHT. PROVIDE UL WET LABEL, HPE BALLAST, 40OW META,_ HALIDE LAMP AND ANCHOR BOLT COVERS. PROVIDE ONE FIXTURE WITH TWIST LOCK PHOTOCELL.. RATED 240 VOLTS. PROVIDE THREE (3) LUMWARIES PER POLE. PROVIDE HUBBELL RCM-040OH-2W8-1 WITH TWIST LOCK PHOTOCELL TO MATCH EXISTING. SIDE MOUNT ON 35' SQUARE(6'x6") STRAIGHT STEEL POLE. PROVIDE ANCHOR BOLT COVERS; BRONZE FINISH. PB METAL HALIDE POLE MOUNTED AREA LIGHT. PROVIDE UL WET LABEL, HPE BALLASTS, 40OW METAL HALIDE LAMPS AND ANCHOR BOLT COVERS. PROVIDE ONE FIXTURE EACH POLE WITH TWIST LOCK PHOTOCELL. RATED 240 VOLTS. PROVIDE HUBBELL RCM-040OH-2W8-1 WITH TWIST LOCK PHOTOCELL TO MATCH EXISTING. SIDE MOUNT ON 25' SQUARE(5"x5") STRAIGHT STEEL POLE. PROVIDE ANCHOR BOLT COVERS; PROVIDE HUBBELL MHW-040OH -238 FIXTURE . SIDE MOUNT ON WITH KUNCKLE ATTACHMENT. AIM FIXTURES AS DIRECTED BY THE ENGINEER. BRONZE FINISH. FL GROUND MOUNTED FLOODLIGHT WITH DIE CAST ALUMINUM HOUSING AND TEMPERED GLASS LENS. PROVIDE UL WET LABEL AND 250W METAL HALIDE CAMP. PROVIDE WIDE HORIZONTAL REFLECTOR DISTRIBUTION. PROVIDE SWIVEL MOUNTING AND BRONZE FINISH. 240 VOLTS. KIM 250MH24ODB-E DELTA AIRPORT CONSULTANTS j INC. Riatnorld Vb** avin"m- Plaryws C&tloft Norffi C*ro" 3#1,1-1 /4"C UTILITY METER BASE --- SUPPLIED BY VIRGINIA POWER. INSTALLED BY CONTRACTOR. METER TO BE INSTALLED BY VIRGINIA POWER. SQUARE D SP1175 SURGE ARRESTER 120/24OV,1PH,3W -� UNDERGROUND UTILITY SFRVICE BY VIRGINIA POWER CO. PUBLIC SIDE —1 EXISTING CHAIN LINK FENCE----- 2#12,1#12G,1/2" ENCE----2#12,1#12G,1/2" GRS-C PNL PL" NEMA 5-20R GFI RECEPTACLE, CAST BOX, WEATHERPROOF COVER C FIXTURE TYPE "FL" (TYPICAL OF FOUR) — '--CROUSE--HINDS PEC PHOTOELECTRIC CONTROLLER AS SHOWN ON PLANS 1#6 CU �,— 3/4"x10' COPPER CLAD GROUND ROD SECURE SIDE 30A, 2P, 250V, HEAVY DUTY NEMA 3R SAFETY SWITCH (TYP) -GATE OPERATOR CONTROL PANEL PROVIDED BY GATE MANUFACTURER(TYP) /-GATE MOTOR(TYP) t HP AS SHOWN ON PLANS ELECTRICAL RISER DIAGRAM NTS NOTES: 1. MAKE ALL CONDUIT CONNECTIONS TO THE METER AND PANELBOARD ENCLOSURE WITH WATERTIGHT "MYERS" TYPE CONNECTIONS. 2. MOUNT THE PANELBOARD, METER AND RECEPTACLE ON THE ELECTRICAL RACK. SEE ELECTRICAL RACK DETAIL THIS SHEET. 1 PROVIDE PADLOCK KEYED TO THE AIRPORT MASTER KEY SYSTEM TO SECURE THE PANELBOARD. �.vwl,RC IC �,VLL/1R CLASS A3 VDOT 24" X 24" X 24" JB --5C COVER DETAIL -- A -- I NON-SKID SURFACE -EE�::a- SIGNAL A L LIFT RING OR SLOT 1/8" NEOPRENE GASKET PERMANENTLY ATTACHEC TO FRAME 12" GROUNI 4 T L T" CONCRETE LOCK -IN 12 J -HOOK ti #68, #78 OR #8 AGGREGATE SUPPORT PLACED UNDER ENTIRE BOTTOM OF BOX BELOW TC SECTION A -A SECTION B --B JUNCTION BOX DETAIL N TS CONDUIT ENTRANCE NOTES: 1. CONDUIT ENTRANCES SHALL BE LOCATED AS SHOWN ON THE PLANS. 2 BELL ENDS SHALL BE INSTALLED ON THE ENDS OF PVC CONDUITS. 3. GROUNDING BUSHINGS SHALL BE INSTALLED ON THE ENDS OF METAL CONDUITS. 4. THE JUNCTION BOX SHALL BE OF A POLYMER CONCRETE WITH FIBERGLASS SIDES. 5. THE COVER SHALL HAVE A NON --SKID SURFACE WITH LETTERS CAST IN THE DEPRESSION ON TOP. THE LETTERS "SIGNAL" ARE TO BE 2" WIDE AND RAISED 1/4" HIGH. 6. TWO RECESSED 3/8" DIA. HEX HEAD BOLTS ARE REQUIRED FOR EACH COVER. 7. A CONCRETE COLLAR IS REQUIRED WHEN JUNCTION BOX IS INSTALLED IN EARTH AREAS. 8. THE JUNCTION BOX AND COVER SHALL. BE DESIGNED TO WITHSTAND H-20 LOADING IN ACCORDANCE WITH AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES HS20-40. 9401 ELDT.DWG SH T1 DRAWN BY: JOB NO. JRS/RLW VA 9401 ELECTRICAL DETAILS DESIGNED BY: HSK SHEET 10 NONE OF CHARLOTTEVILLE-ALBEMARLE AIRPORT DAME -19 MARCH 1994 30" II II II II II II 1/4" PLATE STEEL CHANNFI BEAM ------ 24" -1112" STAINLESS STEEL - NOTE 2 'EXPANSION SHIELDS (TYP) v6" CONCRFTF: PAD '' CHAMFER ALL AROUND ELECTRICAL EQUIPMENT RACK DETAIL NIS NOTES: 1. AFTER ALL WELDING, PAINT RACK AS FOLLOWS: *TWO COATS RUST -INHIBITIVE METAL PRIMER. *TWO COATS EXTERIOR METAL FINISH PAINT, METALLIC GRAY COLOR 2. APPLY TWO COATS OF BITUMASTIC TO UNDERSIDE OF BASEPLATE. 3. DIMENSIONS OF STEEL PLATE SHALL NOT BE LESS THAN SHOWN, VERIFY FINAL DIMENSIONS WITH ACTUAL EQUIPMENT TO BE USED. 4 ADJUST STEEL PLATE SIZE TO F!T PANELS. 5. CONCRETE SHALL BE VDOT A3; 3000 PSI IN 28 DAYS PANEL_: "PL" SERVICE: 1 20/24OV, 1 PH,3W MOUNTING: SURFACE MAINS 100A MAIN BKR(FA FRAME) TYPE: SQUARE D NQOD i DESIGNATION TO BE WIRE FRp, , Mp CKT. CK, FRAME WIRE DESIGNATION TO BE TYPED ON DIRECTORY SIZE RTG. NO. A B NO. RIG SIZE TYPED ON DIRECTORY -� SITE LIGHTS _- 6 QOB 30 1 + 2 20 QOB 6 1 HP GATE MOTOR_ J 6 3- 4 6 -- 1 RECEPTACLE 12 20 5 ---- - -- SPACE FLOODLIGHTS 8 20 7 -- - -- SPACE --------- -- --- - -- ------ -- ----- - _ __ 8 9 --- --- 10 - SPACE SPARE - -L12 11 - -- 12 1—SPACE_ NOTES: PROVIDE GROUND BAR, U,- SERVICE ENTRANCE 1 -ABEL PROVIDE NEMA 3R PADLOCKABLE ENCLOSURE PROVIDE ENGRAVED LABEL ATTACHED WITH RIVETS TO READ: 1ST LINE. "PNL PL" - - ----- - - ---- 2ND LINE: "I 20 24OV,1PH,3W" LIGHTING FIXTURE SCHEDULE NTS PA METAL HALIDE POLE MOUNTED AREA LIGHT. PROVIDE UL WET LABEL, HPE BALLAST, 40OW META,_ HALIDE LAMP AND ANCHOR BOLT COVERS. PROVIDE ONE FIXTURE WITH TWIST LOCK PHOTOCELL.. RATED 240 VOLTS. PROVIDE THREE (3) LUMWARIES PER POLE. PROVIDE HUBBELL RCM-040OH-2W8-1 WITH TWIST LOCK PHOTOCELL TO MATCH EXISTING. SIDE MOUNT ON 35' SQUARE(6'x6") STRAIGHT STEEL POLE. PROVIDE ANCHOR BOLT COVERS; BRONZE FINISH. PB METAL HALIDE POLE MOUNTED AREA LIGHT. PROVIDE UL WET LABEL, HPE BALLASTS, 40OW METAL HALIDE LAMPS AND ANCHOR BOLT COVERS. PROVIDE ONE FIXTURE EACH POLE WITH TWIST LOCK PHOTOCELL. RATED 240 VOLTS. PROVIDE HUBBELL RCM-040OH-2W8-1 WITH TWIST LOCK PHOTOCELL TO MATCH EXISTING. SIDE MOUNT ON 25' SQUARE(5"x5") STRAIGHT STEEL POLE. PROVIDE ANCHOR BOLT COVERS; PROVIDE HUBBELL MHW-040OH -238 FIXTURE . SIDE MOUNT ON WITH KUNCKLE ATTACHMENT. AIM FIXTURES AS DIRECTED BY THE ENGINEER. BRONZE FINISH. FL GROUND MOUNTED FLOODLIGHT WITH DIE CAST ALUMINUM HOUSING AND TEMPERED GLASS LENS. PROVIDE UL WET LABEL AND 250W METAL HALIDE CAMP. PROVIDE WIDE HORIZONTAL REFLECTOR DISTRIBUTION. PROVIDE SWIVEL MOUNTING AND BRONZE FINISH. 240 VOLTS. KIM 250MH24ODB-E DELTA AIRPORT CONSULTANTS j INC. Riatnorld Vb** avin"m- Plaryws C&tloft Norffi C*ro" 3#1,1-1 /4"C UTILITY METER BASE --- SUPPLIED BY VIRGINIA POWER. INSTALLED BY CONTRACTOR. METER TO BE INSTALLED BY VIRGINIA POWER. SQUARE D SP1175 SURGE ARRESTER 120/24OV,1PH,3W -� UNDERGROUND UTILITY SFRVICE BY VIRGINIA POWER CO. PUBLIC SIDE —1 EXISTING CHAIN LINK FENCE----- 2#12,1#12G,1/2" ENCE----2#12,1#12G,1/2" GRS-C PNL PL" NEMA 5-20R GFI RECEPTACLE, CAST BOX, WEATHERPROOF COVER C FIXTURE TYPE "FL" (TYPICAL OF FOUR) — '--CROUSE--HINDS PEC PHOTOELECTRIC CONTROLLER AS SHOWN ON PLANS 1#6 CU �,— 3/4"x10' COPPER CLAD GROUND ROD SECURE SIDE 30A, 2P, 250V, HEAVY DUTY NEMA 3R SAFETY SWITCH (TYP) -GATE OPERATOR CONTROL PANEL PROVIDED BY GATE MANUFACTURER(TYP) /-GATE MOTOR(TYP) t HP AS SHOWN ON PLANS ELECTRICAL RISER DIAGRAM NTS NOTES: 1. MAKE ALL CONDUIT CONNECTIONS TO THE METER AND PANELBOARD ENCLOSURE WITH WATERTIGHT "MYERS" TYPE CONNECTIONS. 2. MOUNT THE PANELBOARD, METER AND RECEPTACLE ON THE ELECTRICAL RACK. SEE ELECTRICAL RACK DETAIL THIS SHEET. 1 PROVIDE PADLOCK KEYED TO THE AIRPORT MASTER KEY SYSTEM TO SECURE THE PANELBOARD. �.vwl,RC IC �,VLL/1R CLASS A3 VDOT 24" X 24" X 24" JB --5C COVER DETAIL -- A -- I NON-SKID SURFACE -EE�::a- SIGNAL A L LIFT RING OR SLOT 1/8" NEOPRENE GASKET PERMANENTLY ATTACHEC TO FRAME 12" GROUNI 4 T L T" CONCRETE LOCK -IN 12 J -HOOK ti #68, #78 OR #8 AGGREGATE SUPPORT PLACED UNDER ENTIRE BOTTOM OF BOX BELOW TC SECTION A -A SECTION B --B JUNCTION BOX DETAIL N TS CONDUIT ENTRANCE NOTES: 1. CONDUIT ENTRANCES SHALL BE LOCATED AS SHOWN ON THE PLANS. 2 BELL ENDS SHALL BE INSTALLED ON THE ENDS OF PVC CONDUITS. 3. GROUNDING BUSHINGS SHALL BE INSTALLED ON THE ENDS OF METAL CONDUITS. 4. THE JUNCTION BOX SHALL BE OF A POLYMER CONCRETE WITH FIBERGLASS SIDES. 5. THE COVER SHALL HAVE A NON --SKID SURFACE WITH LETTERS CAST IN THE DEPRESSION ON TOP. THE LETTERS "SIGNAL" ARE TO BE 2" WIDE AND RAISED 1/4" HIGH. 6. TWO RECESSED 3/8" DIA. HEX HEAD BOLTS ARE REQUIRED FOR EACH COVER. 7. A CONCRETE COLLAR IS REQUIRED WHEN JUNCTION BOX IS INSTALLED IN EARTH AREAS. 8. THE JUNCTION BOX AND COVER SHALL. BE DESIGNED TO WITHSTAND H-20 LOADING IN ACCORDANCE WITH AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES HS20-40. 9401 ELDT.DWG SH T1 DRAWN BY: JOB NO. JRS/RLW VA 9401 ELECTRICAL DETAILS DESIGNED BY: HSK SHEET 10 NONE OF CHARLOTTEVILLE-ALBEMARLE AIRPORT DAME -19 MARCH 1994 v MAXIMUM ALLOWABLE OPENING 6" RESTING PLACE OF --, VERTICAL GATE MEMBER IN CLOSED POSITION I I I/2 DROP BOLT I N — CLOSED POSITION 5/8'I MIN Z- BRACKET 2 MIN TOP VIEW (2) GALVANIZED U- BOLTS (1/2" MIN. DIA.) L_ BLACK VINYL FENCE 1/2 THICK Z- BRACKET 31/2" MIN. I 7--r-- 1—J-1 I" MIN T 7"MIN 8" DIA. STEEL GUARD POST FILLED WITH CONCRETE 2 --{ IPROVIDE RADIO SAFETY FACE OF CARD SENSOR/ lo EDGE ON BOTH SIDES READER FLUSH W/POST OF GATE. GOOSE NECK STAND - 8" STEEL OPTIONAL SECOND OR APPROVED POST INDEXING ARM USED 3/8". ROUND EQUIVALENT FOR EXTRA SUPPORT. ROD (MIN) 4' MIN O.D GATE 42" x 30" x 12" CONTROL (AS NEEDED) 2-1/2' O.D. POST (MIN.) PANEL AND PUMP PACK. LOCATE REMOTELY AS REQUIRED. MOUNT ON 1.75' 4 OD. POSTS (MIN.) 36" (typ.) EXPANSION JOINT CG -6 CURB AND 4 GUTTER 8 g BLACK VINYL FABRIC (TYP) 4" PCC SIDEWALK EXISTING • SURFACE .�,4 ','-� ° EXPANSION g STEEL 48 �. IMIDEXING ARM 36 U. VDOT A3 CONCRETE - ,� i JOINT 20f' MIN. i POST 3"MIN. 6 6' 14 2" CONDUIT FOR HOSES i 'I i d ROADWAY i u 16 `y . T NOTE: SEE DETAILED DRAWINGS VDOT MIX A3 1 FOR DIMENSIONS. DO NOT SCALE CONCRETE THIS DRAWING. THIS DRAWING SHOWS RELATIONSHIPS ONLY. SINGLE (HRG 220) PLAN SIDE VIEW TOP VIEW (4) 5/811 DIA. DRILLED HOLES FOR U -BOLTS USE C( 4" O.D. FENCE POST HORIZC CHANGI FRONT VIEW NOTE: I. RETAINER AND RECEIVER ASSEMBLY ANC FASTENERS MUST BE "HOT DIPPED" GALVANIZED STEEL (A 36) AFTER FABRICATION. 2. DROP BOLT RETAINER ASSEMBLY AND RECEIVER ASSEMBLY TO BE CONSTRUCTED/ MODIFIED BY THE CONTRACTOR AND IS NOT SUPPLIED WITH GATE OPERATOR DROP BOLT RECEIVER ASSEMBLY NTS 4" MINIMUM 0_D. POST 8' HEAVY-DUTY TORSION SPRING' GATE CLOSER (SUBMIT SHOP DRAWINGS FOR APPROVAL). 36" DEEP X 12- WIDE VDOT MIX A3 3000 PSI CONCRETE INSTALL HEAVY-DUTY ELECTRIC STRIKE LOCK. (SUBMIT SHOP DRAWINGS FOR APPROVAL) PROVIDE 1/4" THICK ALUMINUM OR STAINLESS STEEL PLATES OF REQUIRED DIMENSIONS. CARD READERS (PUBLIC SIDE) 8" X 6" X 3-1/2" (MIN.) O JUNCTION BOX (NEMA 4) ----------- , VAR. INSTALL (2) 1-5/8" O D. BRACE RAILS TO MOUNT PLATE. l GALVANIZED RGS CONDUIT ;lvl'/T,�—24" MIN. V 2" MAX. ABOVE FINISHED GRADE PVC CONDUIT (SIZE AS REQUIRED) f 5 COUPLING (BELOW GRADE) AUTOMATIC PEDESTRIAN GATE DETAIL NTS NOTE- I PROVIDE TEMPORARY LOCK AND KEY AS REQUIRED FOR PHASING OF CARD READER INSTALLATION. NO. REVISIONS BY I APP. I DATE 16' AUTOMATIC SWING GATE DETAIL CHANGE IN FENCE ALIGNMENT DETAIL NTS FREE EXIT BUTTON M 4" O.D. BLACK VINYL POST CARD READER DETAIL 15' NTS NOTE: CG -6 CURB AND GUTTER AND CARD READER FOUNDATION SHALL BE CAST TOGETHER w J Q 0 CARD READERS ON GOOSENECK STAND CG -6 CURB AND GUTTER ATTACH FENCE FABRIC TO TOP RAIL WITH HOG -RINGS NO.11 GUAGE 1" APPROXIMATELY 24" O.C. BEVELED GALVANIZED STEEL BAND WITH BOLT AND NUT TOP RAIL 1-5/8" MIN. BRACE HEIGHT OF BRACE TOP AND BOTTOM IN ACCORDANCE WITH SELVAGE TO BE 3- MIN. O.D. MFG. SPECIFICATIONS �COATC STEEL YL BARB (1 END POST --- 3/8" MIN. ROUND I" MIN T 7"MIN 8" DIA. STEEL GUARD POST FILLED WITH CONCRETE 2 --{ IPROVIDE RADIO SAFETY FACE OF CARD SENSOR/ lo EDGE ON BOTH SIDES READER FLUSH W/POST OF GATE. GOOSE NECK STAND - 8" STEEL OPTIONAL SECOND OR APPROVED POST INDEXING ARM USED 3/8". ROUND EQUIVALENT FOR EXTRA SUPPORT. ROD (MIN) 4' MIN O.D GATE 42" x 30" x 12" CONTROL (AS NEEDED) 2-1/2' O.D. POST (MIN.) PANEL AND PUMP PACK. LOCATE REMOTELY AS REQUIRED. MOUNT ON 1.75' 4 OD. POSTS (MIN.) 36" (typ.) EXPANSION JOINT CG -6 CURB AND 4 GUTTER 8 g BLACK VINYL FABRIC (TYP) 4" PCC SIDEWALK EXISTING • SURFACE .�,4 ','-� ° EXPANSION g STEEL 48 �. IMIDEXING ARM 36 U. VDOT A3 CONCRETE - ,� i JOINT 20f' MIN. i POST 3"MIN. 6 6' 14 2" CONDUIT FOR HOSES i 'I i d ROADWAY i u 16 `y . T NOTE: SEE DETAILED DRAWINGS VDOT MIX A3 1 FOR DIMENSIONS. DO NOT SCALE CONCRETE THIS DRAWING. THIS DRAWING SHOWS RELATIONSHIPS ONLY. SINGLE (HRG 220) PLAN SIDE VIEW TOP VIEW (4) 5/811 DIA. DRILLED HOLES FOR U -BOLTS USE C( 4" O.D. FENCE POST HORIZC CHANGI FRONT VIEW NOTE: I. RETAINER AND RECEIVER ASSEMBLY ANC FASTENERS MUST BE "HOT DIPPED" GALVANIZED STEEL (A 36) AFTER FABRICATION. 2. DROP BOLT RETAINER ASSEMBLY AND RECEIVER ASSEMBLY TO BE CONSTRUCTED/ MODIFIED BY THE CONTRACTOR AND IS NOT SUPPLIED WITH GATE OPERATOR DROP BOLT RECEIVER ASSEMBLY NTS 4" MINIMUM 0_D. POST 8' HEAVY-DUTY TORSION SPRING' GATE CLOSER (SUBMIT SHOP DRAWINGS FOR APPROVAL). 36" DEEP X 12- WIDE VDOT MIX A3 3000 PSI CONCRETE INSTALL HEAVY-DUTY ELECTRIC STRIKE LOCK. (SUBMIT SHOP DRAWINGS FOR APPROVAL) PROVIDE 1/4" THICK ALUMINUM OR STAINLESS STEEL PLATES OF REQUIRED DIMENSIONS. CARD READERS (PUBLIC SIDE) 8" X 6" X 3-1/2" (MIN.) O JUNCTION BOX (NEMA 4) ----------- , VAR. INSTALL (2) 1-5/8" O D. BRACE RAILS TO MOUNT PLATE. l GALVANIZED RGS CONDUIT ;lvl'/T,�—24" MIN. V 2" MAX. ABOVE FINISHED GRADE PVC CONDUIT (SIZE AS REQUIRED) f 5 COUPLING (BELOW GRADE) AUTOMATIC PEDESTRIAN GATE DETAIL NTS NOTE- I PROVIDE TEMPORARY LOCK AND KEY AS REQUIRED FOR PHASING OF CARD READER INSTALLATION. NO. REVISIONS BY I APP. I DATE 16' AUTOMATIC SWING GATE DETAIL CHANGE IN FENCE ALIGNMENT DETAIL NTS FREE EXIT BUTTON M 4" O.D. BLACK VINYL POST CARD READER DETAIL 15' NTS NOTE: CG -6 CURB AND GUTTER AND CARD READER FOUNDATION SHALL BE CAST TOGETHER w J Q 0 CARD READERS ON GOOSENECK STAND CG -6 CURB AND GUTTER ATTACH FENCE FABRIC TO TOP RAIL WITH HOG -RINGS NO.11 GUAGE 1" APPROXIMATELY 24" O.C. BEVELED GALVANIZED STEEL BAND WITH BOLT AND NUT TOP RAIL 1-5/8" MIN. BRACE HEIGHT OF BRACE TOP AND BOTTOM IN ACCORDANCE WITH SELVAGE TO BE 3- MIN. O.D. MFG. SPECIFICATIONS �COATC STEEL YL BARB (1 END POST --- PROVIDE ALUMINUM POST CAP 3/4" RGS STEEL SIDEWALK PUBLIC 8' BLACK SIDE VINYL FENCE I. 6 ,. 1. 3 PEDESTRIAN 2 fF %\\jy '✓\\' 1 GATE SECURE 3 MIN,1W SIDE FREE EXIT BUTTON --t, O.D.MOUNTED ON 4" BLACK VINYL COATED POST, 8„ PLAN VIEW SIDE VIEW AUTOMATIC PEDESTRIAN GATE DETAIL NTS NOTES: 1 THE GATE SMALL BE PROVIDED WITH FREE EXIT FROM THE SECURE SIDE. 2 THE GATE SMALL SWING INTO THE SECURE SIDE. 3/4" PVC CONDUIT TO JUNCTION BOX AS REQUIRED 3000 PSI CONCRETE VDOT MIX A3 DEL TA Z,ie or 2--AIRPORTCONSULTANTSf INC. lqn engineers - planners Richmond, Virginia Charlotte, North Carolina 3/4" X 10' GND. ROD COPPER CLAD WIRE FENCE DETAIL NTS NOTE: A MOISTURE -EXCLUDING CAP IS REQUIRED ON ALL LINE POSTS. TUBULAR METAL MATERIAL FOR CAP SHALL CONFORM TO THE ALLOWABLE TYPES FOR OTHER LISTED FITTINGS. PERSPECTIVE VIEW OF DETECTOR LOOP 8 SAW SLOT ONE Na16 THHN SINGLE CONDUCTOR STRANDED WIRE - 6 TURNS L.00P LEADS 1/2 CONDUIT CAUTION DO NOT SPLICE WIRE /16 6' A CA TU IONi DO NCT FRACTURE WIRE INSULATION. LOOPS SHCRTEC TO G90UND WILL CAUSE DETECTOR MALFUNCTION. WHEN PLACING WIRE IN THE SLOT, CO NOT USE SCREWDRIVER OR OTHER SHARP TOOLS, BIN -T ox ()"On �► , -� JAMES D. NIXON, NWo. 19854 x� TYPICAL LAYOUT FOR LOOP SAW SLOT 4j6' WIOE X I DEEP. MAIZE RECTAWULAR SHAPE TO SPECIFIED LOOP DIMENSIONS PLUS SLAT FOR LEAO CONDUIT. GROUT WITH NO, 202 WEATHERSAN SEALANT.A PRODUCT OF 3M CO.. OR EQUIVALENT4XAhAPL11 DE WTTi NO.99 BLACK MASTIC CAULK NOTE, 1. LOOP LEADS ARE LIMITED TO 100 FEET. 2. LOOP LEADS MUST HAVE FOURW TWIST PER FOOT. 3. LOOP l LOOP LEADS MUST BE LOCATED AT LEAST 10• FROM ANY ELECTRICAL POWER SERVICE OR RUNS. 4. LOOP LEADS MUST K W SEPARATE CONDUIT BETWEEN LOOP. AND DETECTOR. THEY MUST NOT SHARE CONOLRT WITH OTHER WIAING OR LEADS FROM OTHER LOOP'S. S. USE AIA THMN SINGLE CONDUCTOR STRANDED WIRE. 6. ALL WORE TO BE CONTINUOUS MTHOUT H11CINS , SECTION AA WITH WIRE PLACEMENT (/1 3/16 3/ 16 PAVEMENT I„ . • o • •. 0 •V o0. • . 'O DETECTOR LOOP LAYOUT DETAIL FENCING DETAILS CHARLOTTESVILLE -ALBEMARLE AIRPORT DRAWN BY: JOB NO. S R B VA 9401 DESIGNED BY: SHEET SCALE JDN/BEM _ NONE of DATE 19 MARCH 1994 3/8" MIN. ROUND RODWITHTURN- BRACE GROUND LE 2TICAL 8 T CHANGES CONNECTORS DRE y6 BARE COPPER 2 -1/2 O.D. POST 6" MIN.q CLAMP TO STRETCHER BAR GROUND LINE ��,. ; '� iii � �• � �' . \/� ,� VDOT MIX A3 S-6" CONCRETE CADWELD � J GROUNDTION RODTO 10' MAX. 10' TYP. 12" (END, CORNER, LINE END POST BRACE OR GATE POST) LINE POST LINE POST PROVIDE ALUMINUM POST CAP 3/4" RGS STEEL SIDEWALK PUBLIC 8' BLACK SIDE VINYL FENCE I. 6 ,. 1. 3 PEDESTRIAN 2 fF %\\jy '✓\\' 1 GATE SECURE 3 MIN,1W SIDE FREE EXIT BUTTON --t, O.D.MOUNTED ON 4" BLACK VINYL COATED POST, 8„ PLAN VIEW SIDE VIEW AUTOMATIC PEDESTRIAN GATE DETAIL NTS NOTES: 1 THE GATE SMALL BE PROVIDED WITH FREE EXIT FROM THE SECURE SIDE. 2 THE GATE SMALL SWING INTO THE SECURE SIDE. 3/4" PVC CONDUIT TO JUNCTION BOX AS REQUIRED 3000 PSI CONCRETE VDOT MIX A3 DEL TA Z,ie or 2--AIRPORTCONSULTANTSf INC. lqn engineers - planners Richmond, Virginia Charlotte, North Carolina 3/4" X 10' GND. ROD COPPER CLAD WIRE FENCE DETAIL NTS NOTE: A MOISTURE -EXCLUDING CAP IS REQUIRED ON ALL LINE POSTS. TUBULAR METAL MATERIAL FOR CAP SHALL CONFORM TO THE ALLOWABLE TYPES FOR OTHER LISTED FITTINGS. PERSPECTIVE VIEW OF DETECTOR LOOP 8 SAW SLOT ONE Na16 THHN SINGLE CONDUCTOR STRANDED WIRE - 6 TURNS L.00P LEADS 1/2 CONDUIT CAUTION DO NOT SPLICE WIRE /16 6' A CA TU IONi DO NCT FRACTURE WIRE INSULATION. LOOPS SHCRTEC TO G90UND WILL CAUSE DETECTOR MALFUNCTION. WHEN PLACING WIRE IN THE SLOT, CO NOT USE SCREWDRIVER OR OTHER SHARP TOOLS, BIN -T ox ()"On �► , -� JAMES D. NIXON, NWo. 19854 x� TYPICAL LAYOUT FOR LOOP SAW SLOT 4j6' WIOE X I DEEP. MAIZE RECTAWULAR SHAPE TO SPECIFIED LOOP DIMENSIONS PLUS SLAT FOR LEAO CONDUIT. GROUT WITH NO, 202 WEATHERSAN SEALANT.A PRODUCT OF 3M CO.. OR EQUIVALENT4XAhAPL11 DE WTTi NO.99 BLACK MASTIC CAULK NOTE, 1. LOOP LEADS ARE LIMITED TO 100 FEET. 2. LOOP LEADS MUST HAVE FOURW TWIST PER FOOT. 3. LOOP l LOOP LEADS MUST BE LOCATED AT LEAST 10• FROM ANY ELECTRICAL POWER SERVICE OR RUNS. 4. LOOP LEADS MUST K W SEPARATE CONDUIT BETWEEN LOOP. AND DETECTOR. THEY MUST NOT SHARE CONOLRT WITH OTHER WIAING OR LEADS FROM OTHER LOOP'S. S. USE AIA THMN SINGLE CONDUCTOR STRANDED WIRE. 6. ALL WORE TO BE CONTINUOUS MTHOUT H11CINS , SECTION AA WITH WIRE PLACEMENT (/1 3/16 3/ 16 PAVEMENT I„ . • o • •. 0 •V o0. • . 'O DETECTOR LOOP LAYOUT DETAIL FENCING DETAILS CHARLOTTESVILLE -ALBEMARLE AIRPORT DRAWN BY: JOB NO. S R B VA 9401 DESIGNED BY: SHEET SCALE JDN/BEM _ NONE of DATE 19 MARCH 1994 T- DI -3,4 NOTES See General Notes; Precast for additional details. CURB DROP INLET THROAT SECTION Concrete to be 4000 PSI minimum compressive strength. RECOMMENDED MINIMUM StC.IC-2 Frame Reinforcing steel in occcrdonce with ASTM A-615 HEIGHT CHART andCover (reinforcing hors). Reinforcing in accordance wI h ASTM A-185 for PIPE H DIMENSI welded wire mesh. X SIZE CONC. M. _ Dowel O - 6° 2 - 2' -II' Dimensions shown ore minimum. Actual dimensions 11 Z �j holes 8" 3 may rory with monutocturer. I - see meet U w 5' V 2 of 2 for a - " 3- 3# 3' 3" ✓rn L 2C)"it 301, '� illernote This unit may be used with cll Standard DI -38D1-4 Q 12° 6'i 3'-5° detail Curb Drop Inlet- a L I = 15 ., 3, �Ories from 2_ Each f :ce b;ccM. shall _,)ve 2 ar more 1 p l 8 I 4-2 �- 0 2G 0 oops (a 3 bars ) cast n fore es shown 2 1 4'- 3� 1 4'- / ``— he6e oops may be used for of ling, and for teing in tie poured in place gutter section. 6' I 3-9" 3-9" 'i Z'i " Face b ocks are to be seaic,l with grout or 83-IIS-11 — Face Block polysu f.ae seu e. CO 0 ' 4_ 11'i 4,-I.. ,.� see sheet 2 o 2 2' 4-4 4-3" for alternate delod O 0 5" 4-7Z„ 4'-6" v - 18" 4i -IO 4 -9" See Ntemote !dose Detail A, sheet 2 of 2 m N 21 ' 5'-1)" 5-0" 2'- 10° Q 24'' I 5'-5r, 5i-3„ A 4 Bc s All Rib Bars # 5 on 6^ Centers- O 27"i 5-84" 5'- 6" x i �L 30 5-111 I 5,-9„ # 4 Bars �— - 45* � rr3Bar s Oi`o °ilxl 2^ 4-7 4-6" ✓# 3 Bars » 5 Bars— 6• 15'i 4-104 4', 9" tr4Borsi N-1 I \ ~`' .� H Z 8, 5-1Z�i 5:-0:. # 4 Bars 1 \ _ i �r J ? 0 21 j 5-44 , 5, 3,: LJ to w ! 24"! 5 B„ 5' 6i. See Alternate I' Deep No t p Z di 27 it 5'- 114'1 5 - 9" Detail 8 for intorlocX u = G < ' 30"1 6-22°1 6'- O h Varies wilt rncnofacturer N I TYPICAL MINIMUM BAR REINFORCEMENTS n' 33 6'-5� 6-3" i i '41 oeation of hole to .ar, according to Q =o 'T 36,E 6 9 i.,i type d net constructed _ O _ 42 7 - 32I 7'- 0' 481 7-10 7 6' 2 G, A,, Rib Bars W-20 Smooth w-20,2 W -II Bars on 4" Centers -� W-20Fi ,� /4 -No. 4 Bars { v! 20� vv I'Q - NI wn W2G 1 W -II vW-20 w-20 ° W- 20 I" Deep Nulch For Interlock I" Deep Nulch For Interlock w - II 1 TYPICAL MINIMUM WELDED WIRE REINFORCE"?ENT Sheet I of 2 SPECIFICATION STANDARD PRECAST TOP UNITS REFERENCE 105 233 103 05 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 rn i w J z a 0 or 0 I Cr W Cf) rd -d w Q m --- --T -- PRECAST UNIT ASSEMBLY DIAGRAM VIRGINIA DEPARTMENT Cf 10301 TRANSPORTATION NO.REVISIONS BY I APP. DATE ISOMETRIC CURB DROP INLET THROAT SECTION ALTERNATE DESIGN All details not shown to be in it 2"x4"notch may be formed with strroght occordance with sheet I of 2. sides, tapered sides,or tapered sides with radius -•1 I #. I r- - Precast " Foce Block • —� Precast r L # 3 Bas 45D Throat 2 _ 4" �3 2 Precast NOTE Face Black Dowel Hales provided I 4" I!' to prevent settlement 2 6 of odjocent concrete +I Precast - - - - - <� x Face 172 "`���•� Block I a •I - Iiia ' Bars ALTERNATE DETAIL FOR FACE BLOCK I- ---1 ( NOSE TYPE B Back of —e x 4' holes each end Cur b Line i 31/2' 2 1 I I � --=�4 - -\ i Radius A i2 i ��j'-� Face Block PLAN ALTERNATE ALTERNATE DETAIL B NOSE 2"NominalBack of DETAIL A "Nomirnal l-�2', Curb Line (For use with h mount- :.; able curb) \ 8,14" We for ) I__------- _ doweling to) curb BACK VIEW END VIEW ISPECIFICATION REFERENCE STANDARD PRECAST TOP UNITS VIRGINIA DEPARTMENT OF TRANSPORTATION Sheet 2 of 2 I 103.05A 4 LEGEND PAGE A Flat Slab Top with Frcome and Grate (T 01-1) - - - - - - 10303 H - Drop Inlet Top Unit (Tr -DI -2) - - - - - - - - - -10304 C - Throat Face Block(Tr-DI-3,4) - -- -- -- - - - - - -103 05 D - Curb Drop Inlet Throat Secllon(TDI-3,4) - - -- - -- -- -- -- -- - 103.05 E - Spacer Unil (T -MH- 2) - - - - - - - - - - - - - 10308 F - Flat Slab Top with Hole (T -MH 2) -- - - - -i0308 G - Drop Inlet Top Unit (lT-DI 5) - - -- - - - 103 06 it - I Drop Inlet Top Unit lTf DI 7) - - - - -- - - 10307 J - Flat Slob Top Unit (TT -MH -2) _ -- - -- -- -- - - -- -- - __ 10308 K - Manhole Frame and Cover (MH -1) - - - - - - - -- - - -10602 thru 106.05 L - Spacer Unit tT-MH -2) - - - - - -- - - - - -10308 M - Concentric Toper Unit (T -MH 2) - - - - - --10308 N Eccentric Taper Unit (T -MH -2) - -- - - - - 103 08 0 - Riser Unit (R -II - - -- - __ 1030,3 P - Flat Slab Reducer (R-2) --- - - - -- - - -- -- -- -- 10309 0 - Taper Reducer lR 3) - - - - 10309 R - Monolithic Base Unit Over 4'Dia.(B-1) - --- -- - - - -- --103 10 S Doghouse Bose Ur Over 4' Dia 18 2) - - - - - - - 103 10 T Footing l8 2) - -- - - - -- - - - -- - - - - - --103 10 U -fee Section Base Unit (B 3) - - - - - - 103 l l V - Monolithic Bose Uniit 4' Dia. (B-1) -- - - - -- - 103 10 W - Doghouse Base Unlit- 4' Dia 18.21 - - - - - - -- - 103 10 X - Fooling (8.2)'-- ---- --- -- - - - -- - - - -- -- -- - -- -- - 103 10 Alternate Joint Dettoil -- - - - - - - - - - - - - - -103 03 GENERAL NOTES — PRECAST PRECAST STRUCTURES WILL CONFORM TO SECT 105 d 302 OF THE SPECIFICATIONS WEEP HOLES WILL HAVE 12°X12^PLASTIC HARDWARE CLOTH, 1/4" MESH OR THE MANUFACTURER WILL HAVE THE OPTION OF SELECTING THE COMBINATION OF GALVANIZED STEEL WIRE, MINIMUM WIRE DIA 0.03', NUMBER 4 MESH HARDWARE PRECAST UNITS TO COMPLETE A STRUCTURE UINLESS OTHERWISE NOTED ON THE CLOTH ANCHORED FIRMLY TO OUTSIDE OF STRUCTURE PLANS. PRECAST UNITS LOCATED ADJACENT TO CAST CONCRETE ITEMS, THE"WDIMENSION SHOWN ON THE STANDARDS AD SPECIFIED ON THE PLANS WIL.L MI S S SIDEWALKS SUCH AS FLUMES, DITCHES, GUTTERS, AND SIUEWAt_KSHALL HE CONNECTED BE MEASURED FROM THE INVERT OF THE OUTFALLL PIPE TO THE TOP OF THE TO THE ADJACENT UNIT BY MEANS OF NO 4 SMOOTH STEEL DOWELS SPACED ON MASONARY STRUCTURE. PLAN"H'DIMENSIONS AW APPROXIMATE ONLY FOR APPROXIMATELY 12 INCH CENTERS THROUGHOUT THE CONTACT LENGTH ESTIMATING PURPOSES AND THE ACTUAL DIMENSHONS SHALL BE DETERMINED AND EXTENDING AT LEAST 4 INCHES INTO BOTH THE PRECAST UNIT AND BY THE CONTRACTOR FROM FIELD CONDITIONS. THE CAST -IN PLACE ITEM. IF THE HOLES ARE PROVIDED IN THE PRECAST UNIT TO RECEIVE THE DOWELS, THEY SHALL NOT EXCEED 5/8 INCH IN IN THE EVENT THE INVERT OF THE OUTFALL PAPE IS HIGHER THAN THE BOTTOM DIAMETER OF THE STRUCTURE,THE INVERT OF THE SIRUCCTURE SHALL EE SHAPED WITH C R A CEMENT MORTAR TO PREVENT STANDING r 0 PONDING 0F WATER IN THE STRUC- FOR APPLICABILITY OF SAFETY SLABS TURE THIS WILL APPLY TO ALL STRUCTURES MIEETING THIS CONDITION AND IS NOT SEE ST'D S1 -1 TO BE CONFUSED WITH STANDARD IS -i THE COST FOR INVERT SHAPING SHALL BE /4' ( nnir f e shat: De INCLUDED IN THE PRICE BID FOR THE STRUCTURE ori WHEN SPECIFIED ON THE PLANS THE INVERT IS; TO BE SHAPED IN ACCORDANCE ges' WITH STANDARD IS -1 THE COST OF FURNISHING, AND PLACING ALL MATERIALS ) ��i INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE PRICE BID FOR THE of hand trowelling None of the coarse aggregate shod remain exposed.- STRUCTURE. ALL PRECAST STRUCTURES TO BE CONSTRUCT -ED WITH 4000PS1 MINIMUM CONCRETE. STEPS IN ACCORDANCE WITH STANDARD ST -I BARE TO BE PROVIDED IN ALL MANHOLES AND IN ALL DROP INLETS WITH A "Hi"DIMENSION OF 4'-0"OR GREATER 3" DIAMETER WEEP HOLES WILL BE REQUIRED IIN PRECAST STRUCTURE LOCATED ADJACENT TO THE PAVEMENT TO DRAIN SUBBASE. PLACEMENT OF WEEP HOLES IN THE PRECAST UNIT WILL BE DETERMINED BiY THE PROXIMITY OF THE STRUC TURE TO THE SUBBASE WEEP HOLES MAY ALSO BE REQUIRED IN OTHER STRUCTURES WHEN CALLED FOR ON THE PLAINS OR DIRECTED BY THE ENGINEER GENERAL NOTES -PRECAST VIRGINIA DEPARTMENT OF TRANSPORTATION DEL TA ,L,Ar AIRPORTCONSULTANTS /NC. engineers - planners Richmond, Virginia Charlotte North Carolina 103 02 T -DI -I still DI -I Frame f; Grate—. TOP ALTERNATE TOP � _ _ __ _ RECOMMENDED iv11 IMUM -44 Bars 4 c c - r_ f - ~ _ 1 } HEIGHT CHART each way PIPE H DIMENSION -�� 1 (I SIZE CONC CORR METAL , � 25 JI 15 �2 99 2. B '- I �Il( I i- - l (, I� II I Illi �l I I illi I II I (I�]II�I 1 2 21 ' 3 33 3. 2 -I 24.. 3 7 � _3,_ 5:: - #4 Diagonal Bor ,, (� . _---- t +- - I t _ f_ 2 7 '" 3 104 3 8 ., Gall corners t -? :, t / 30 1 4 IZ I 3 typical -t-'t\ �_. 1- /'�- -- - i ' 4-10"DIG r+- - DI- I, IA PC l I Trxigue and grooveloint to be of i fabricators design meeting the , • I F \_� approval of the Enoineer. Joints If ore to be sealed in accordance r2 wpm the specdicanuns �' l :r s (63 Lbs) ..'itiiul i;,we` _ j i i •.a. -Grout See General Noes Precast for additional delails Concrete to be 4000 PSi minimum Iv Reiinforcing steel in accordance with ASTM C-478,ASTM A-497 (wire fabric)and ASTM A-615 (reinforcing bars). Corncrete cover and grate are to be furnished as a single unit See Standard DI- I, 1 A for details of home 9 grate Alrernnle joint detoils apply to all Dimensions shown are minimum Actual dimensions may vary with precast units manufacturer ALTERNATE JOINT DETAILS STANDARD PRECAST TOP UNITS SPECIFICATION REFERENCE 105 233 lo3 03 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 II II At � i A i i Transition between pipe diameters., when different sizes of pipe me ^ encountered. Shape u of pipe — n SIODe to drain to invert rot outlet pipe SECTION A -A METHOD OF TREATMENT IN DROP INLETS �voo�ooe op 'V JAMES D. NIXON, J�.,�, ,e No. 19854 � r w aS�•I 000 ONAL 111111, DRAWN BY: SRB DRAINAGE DETAI LS DEsioNEDJDN/ BEM SCALE NONE CHAR LOTTESV I LLE -ALBEMARLE AIRPORT DATE MARCH 1994 JOB NO. VA 9401 SHEET 13 OF 19 NOTES - --Slope to droin to invert ` Stooping of monhole and inlet inverts in accordance with this drawing o i of outlet pipe is to apply to those structuresspecified onIons or where invert of pipe is above invert of structure to be formed constructed in accordance Mmnhole or drop inlet is and w tth applicable standard or drawing The invest shaping as detailed ne;reon a to consist of a Portland Cement Concrete mix conforming to t of a eprliand Cimse A 3 or Class that 25% of coarse aggregate may be uplac �l,. 0 4" in diameter and consist of stone, broken brick, broken concrete, or broken concrele block The surface shall be Idll smooth by means ) ��i of hand trowelling None of the coarse aggregate shod remain exposed.- Detolis of invert shaping as shown hereon are for example purposes only Emch manhole or drop Intel is to be shaped individually to best fit the po)rticular Intel and outlet conhgurolion and flow lines PLAN SECTION B -B METHOD OF TREATMENT IN MANHOLES sPREIFERLNCE STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 302 VIRGINIA DEPARTMENT 0/ TRANSPORTATION 0608 �voo�ooe op 'V JAMES D. NIXON, J�.,�, ,e No. 19854 � r w aS�•I 000 ONAL 111111, DRAWN BY: SRB DRAINAGE DETAI LS DEsioNEDJDN/ BEM SCALE NONE CHAR LOTTESV I LLE -ALBEMARLE AIRPORT DATE MARCH 1994 JOB NO. VA 9401 SHEET 13 OF 19 FRAME S COVER BEM ( SEE FIG. S -1-D) 3/4 DIAMETER OF 00 REVISED AS PER CO. SERVICE AUTH. STREET SURFACE 12" IN NON- 8-01-94 _ CD M PAJED AREAS. SEWER. `: .;.� :._.:;..::.. • �' �..:.,�.:�:::. ; . .. 12" II a O w 10 '.., J i r+sii �a� Tm n ! +,•v i 1'-0'max. EXISTING GROUND : sJtls/l/= uNO. BETWEEN INLET 8 OUTLET (� STABLE UNDISTURBED "WEDG-LOK" 6' BEDDING w/NO. 68 STONE 2� 0" SOIL FOR TYPE — — — — PROPOSED GRADE REVISIONS .: APP. RUBBER COATED STEEL SI? a- STEPS OR APPROVED j II 3'•O' min EQUAL CAST N PLACE. S13 .V.T PRECAST REINFORCED ' i 16'mmn& ALL JOINTS, LIFT HOLES, CONCRETE SECTIONS 0 0 INLETS, OUTLETS TO BE "0'RING SEALS CENTER LINE .`; SEALED a GROUTED INSDE '3.Z :' 6" PVC INV. IN = w 1-- AND OUT MINIMUM ELEVATION _ M 8" PVC INV. OUT = PR DIFFERENCE ACROSS M. H. to to O M '0Kj S13 -S12 130 LF 8" PVC S.S. PIPE 595 610 SLOPE = FROM INLET TO OUTLET S12-ES2 210 LF 8" PVC S.S. PIPE S12 SHALL BE 0.20 FEET. 5.00% ZO CONCRETE JOB NO. I VARIES FILLETS 1 BRANCH NG GROUND 12'. 1 DEPTH OF FLOW CHANNEL TO BE i BEM JDN 3/4 DIAMETER OF 00 REVISED AS PER CO. SERVICE AUTH. I j CONTRIBUTING 8-01-94 _ CD M LEGEND - SEWER. `: .;.� :._.:;..::.. • �' �..:.,�.:�:::. ; . .. 12" II a O 0 A FILLETED INVERT FOR A SMOOTH TRANSITION Of FLOW J i r+sii �a� Tm n ! +,•v ,M EXISTING GROUND : sJtls/l/= uNO. BETWEEN INLET 8 OUTLET (� STABLE UNDISTURBED G MMI. 6' BEDDING w/NO. 68 STONE PIPE SHALL BE PROVIDED. SOIL FOR UNSTABLE SOIL OR UNDERCUT CONDITIONS NOTE: I. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE- IN / MAIN LINE I FINISME D GRADE - - =/ �I ^ 4r 36"MIN. � I PLUG PRIOR TO SERVICE TIE IN. FOR SEWER SERVICE HALL BE 2% SOT) 4" MINIMUM PROPERTY NE LJ VARIES IN LINE WYE -TEE. FOR TAPPING AN EXISTING SEWER LINE USE "SEALTITE" SEWER PIPE SADDLE OR APPROVED EQUAL. 0 UNLESS OTHERWISE APPROVED BY THE SERVICE AUTHORITY. ILWAIIIIAWTAIMA It IJAIE J IGtvv SANITARY SEWER PROFILE I CD BEM JDN 7-25-94 00 REVISED AS PER CO. SERVICE AUTH. I j JDN 8-01-94 _ CD M LEGEND - RAISE TOP (EXIST. TOP = 597.35) = 597.91 II a O 0 8" PVC INV. IN (EXIST.) = 586.18 a) EXISTING GROUND 615 uNO. PROPOSED GRADE — STA. = EXISTI G GROUND — — — — PROPOSED GRADE REVISIONS all APP. DATE SI? a- 81 D.I. O j II �o S13 0 I � Ip�pCFVSLpPe STA. = 0 0 OFFSET = I CENTER LINE TOP = I '3.Z 6" PVC INV. IN = w 1-- 610 _ M 8" PVC INV. OUT = PR SED GRADE; to to O M '0Kj S13 -S12 130 LF 8" PVC S.S. PIPE 595 610 SLOPE = II > S12-ES2 210 LF 8" PVC S.S. PIPE S12 SLOPE = 5.00% ZO DRAWN BY: JOB NO. I PROPOSED SANITARY SEWER PROFILESNTM EXIS NG GROUND m DESIGNED BY: SHEET AND DETAILS JDN/BEM 16 I I ELECTRICAL OF AS SHOWN CHARLOTTESVILLE -ALBEMARLE AIRPORT DATE 19 6051 MARCH 1994 CONDUIT I I 605 j EXISTING SANITARY I SEWER LATERAL ��� I I I 60 130 LF _ 8 PVC SLOPE 2.00% _ i 95f595 1 ` B p � VC EXISTING ! I S�pPE 12" W/L �i MAINTAIN MIN. 18" VERTICAL SEPERATION 59 811 PVC CONNECTIO TO EXISTING MANHOLE TO BE FIELD CORED INSTALL A RUBBER GASKET 585 Ij X � � tin W O� Z . tD CO � 580 Oj(0 10 ;Z M0) If) in 0 00 II IIDO II z v, 11 It O > �� zD —O zZ o 0 zm- _k _� Z> z 'z>> z z _ -cc) =C -CD -00 GC) ILWAIIIIAWTAIMA It IJAIE J IGtvv SANITARY SEWER PROFILE I SUPPLEMENTAL AGREEMENT NO. ONE (1) BEM JDN 7-25-94 2 REVISED AS PER CO. SERVICE AUTH. JDN JDN 8-01-94 cD _ RAISE TOP (EXIST. TOP = 597.35) = 597.91 II a O 587.93 8" PVC INV. IN (EXIST.) = 586.18 615 uNO. PROPOSED GRADE — STA. = EXISTI G GROUND REVISIONS BY APP. DATE SCALE: 111=5 1 VERT. 111=40 1 HORIZ . DELTA REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 6" IN ANY DIMENSION. EMBEDMENT LINE OF PIPE NOTE 1 NO 68 STONE $*min INITIAL BACKFILL ( 6" LIFTS) 4 THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER HAUNCH ING BEDDING 6" max. 4' min FOUNDATION ( SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE. (ALL PIPE)) I. OPEN CUTS IN PAVED AREAS SHALL BE BACXFILLED ENTIRELY WITH NQ 57 STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED. 3- WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"BEDDING OF NO. 68 STONE. SEWER TYPICAL PIPE INSTALLATION IN TRENCH AN ITARY SEWER PROFILE AIRPORT CONSULTANTS, INC. Richmond, Virginia engineers - planners Charlotte, North Carolina SCALE : 111 = 51 VERT. III =40 1 HOR IZ . TR OF~� .IAMEIS D. NIXON, JR.` � *'t No. 19854 s ' r�Gti�• `srON AL '00#,66* ♦ I Y4" 71 �4' —� F`� ' X2--1 MACHMIE �� MA�CNt}IE t' I --i k— 3/4' V4 —� -�- 4----- 20!b. AA" 22" 11/4" D£WEY MODEL NQ M H- RCR- 83 OR APPROVED EQUAL. IYZ RI 3/4" S• %4 R, TYPICAL MANHOLE FRAME & COVER SANITARY SEWER SUMMARY ES2 MANHOLE c0 co 37+94 OFFSET = 12321 R/W cD RAISE TOP (EXIST. TOP = 597.35) = 597.91 II a O 587.93 8" PVC INV. IN (EXIST.) = 586.18 615 585.93 PROPOSED GRADE — STA. = EXISTI G GROUND 610 1018'L R/W C SI? 608.18 81 D.I. O 598.73 8" PVC INV. OUT = ROOF DRAIN S13 MANHOLE I � Ip�pCFVSLpPe STA. = 38+65 OFFSET = I TOP = I '3.Z 6" PVC INV. IN = 603.33 8" B.U.O.(S) INV. IN = M 8" PVC INV. OUT = 601.33 to to O M '0Kj S13 -S12 130 LF 8" PVC S.S. PIPE 595 SLOPE = II > S12-ES2 210 LF 8" PVC S.S. PIPE SLOPE = 5.00% ZO DRAWN BY: JOB NO. z Cp SANITARY SEWER PROFILESNTM m DESIGNED BY: SHEET AND DETAILS JDN/BEM 16 I I AN ITARY SEWER PROFILE AIRPORT CONSULTANTS, INC. Richmond, Virginia engineers - planners Charlotte, North Carolina SCALE : 111 = 51 VERT. III =40 1 HOR IZ . TR OF~� .IAMEIS D. NIXON, JR.` � *'t No. 19854 s ' r�Gti�• `srON AL '00#,66* ♦ I Y4" 71 �4' —� F`� ' X2--1 MACHMIE �� MA�CNt}IE t' I --i k— 3/4' V4 —� -�- 4----- 20!b. AA" 22" 11/4" D£WEY MODEL NQ M H- RCR- 83 OR APPROVED EQUAL. IYZ RI 3/4" S• %4 R, TYPICAL MANHOLE FRAME & COVER SANITARY SEWER SUMMARY ES2 MANHOLE STA. = 37+94 OFFSET = 12321 R/W C RAISE TOP (EXIST. TOP = 597.35) = 597.91 8" PVC INV. IN = 587.93 8" PVC INV. IN (EXIST.) = 586.18 8" PVC INV. OUT (EXIST.) = 585.93 S12 MANHOLE STA. = 37+94 OFFSET = 1018'L R/W C TOP = 608.18 8" PVC INV. IN = 598.73 8" PVC INV. OUT = 598.43 S13 MANHOLE STA. = 38+65 OFFSET = 907'L R/W C TOP = 61 I. 86 6" PVC INV. IN = 603.33 8" B.U.O.(S) INV. IN = 601.53 8" PVC INV. OUT = 601.33 S13 -S12 130 LF 8" PVC S.S. PIPE SLOPE = 2.00% S12-ES2 210 LF 8" PVC S.S. PIPE SLOPE = 5.00% DRAWN BY: JOB NO. VA 9401 SANITARY SEWER PROFILESNTM DESIGNED BY: SHEET AND DETAILS JDN/BEM 16 SCALE OF AS SHOWN CHARLOTTESVILLE -ALBEMARLE AIRPORT DATE 19 MARCH 1994 NO. I REVISIONS I BY I APP. I DATE DEL TA AIRPORT CONSULTANTS, INC. engineers - planners Richmond, Virginia Charlotte, North Carolina *v*4we*vv CIEs D. MON. ,R: ,% „%$ No.. 19854 BASELINE RD STATIONS 10+50 - 12+50 DRAWN BY: 9401 XSEC.DWG SH T2 )OB NO. SRB VA 9401 DESIGNED BY: SHEET JDN/BEM 19 SCALE: 1 "=10' HORIZ. of 1"=5' VERT. CHARLOTTESVILLE-ALBEMARLE AIRPORT DATE: 1 9 MARCH 1994