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HomeMy WebLinkAbout004-95 Winchester Regional Airport - BackfileGENERAL NOTES: 1. THE CONTRACTOR SHALL MARK AND LIGHT AREAS UNDER CONSTRUCTION IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. EQUIPMENT AND VEHICLES WORKING WITHIN THE AIRCRAFT OPERATIONS AREA (AOA) SHALL BE MARKED WITH A 3' X 3' ORANGE AND WHITE CHECKER FLAG (DAY ONLY) OR YELLOW FLASHING LIGHT (DAY OR NIGHT). 2. THE CONTRACTOR SHALL LOCATE AND PROTECT EXISTING UTILITIES AND FACILITIES (I.E., GAS LINE, AIRPORT LIGHTING, NAVAID, ETC.) FROM DAMAGE BY EQUIPMENT OR PERSONNEL. THE LOCATION OF ALL UTILITIES AND FACILITIES (IF SHOWN) ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR BEFORE BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL CALL MISS UTILITY OF VIRGINIA, AT 1-800-257-7777, FOR HELP WITH LOCATING UTILITIES. ANY UTILITIES OR FACILITIES DAMAGED DURING THE PROJECT BY THE CONTRACTOR'S MEN OR EQUIPMENT SHALL BE PROMPTLY REPAIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL PROTECT THE EXISTING UTILITIES AND FACILITIES FROM DAMAGE DURING HAULING OPERATIONS. 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, 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 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. 6. FIELD SURVEY INFORMATION WAS PROVIDED BY: DOVE AND ASSOCIATES P. 0. BOX 2033 WINCHESTER, VIRGINIA 22601 7. AERIAL TOPOGRAPHY INFORMATION WAS PROVIDED BY: APPLE MAPPING, INC. FREDERICK COUNTY AIRPORT 1319 BUCHEIMER ROAD FREDERICK, MD 21701 - LOCALIZER ANTENNA RUNWAY SAFETY AREA • 500' x 1000' STA. 10+00 • ,N BENCHMARK SCHEDULE BM # STATION OFFSET ELEVATION 6 30+00.00 99.90' RT 716.54 7 35+00.12 99.91' RT 712.71 8 45+00.10 99.91' RT 706.48 9 54+50.20 99.96' RT 699.70 10 65+00.24 100.00'RT 699.38 1 REVIEW AGENCY REVISIONS MDK KWB 2 1 95 VDOT REVIEW COMMENT JCL KWB 4/17/95 NO. I REVISIONS I BY I APP. I DATE P oQ 8. 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 50-50 OF THE SPECIFICATIONS. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, LICENSES, ETC. REQUIRED BY LOCAL, STATE, AND FEDERAL AGENCIES. 10. NO EQUIPMENT OR PERSONNEL SHALL ENTER AN OPEN RUNWAY OR TAXIWAY SAFETY AREA UNLESS PROPERLY COORDINATED WITH THE AIRPORT MANAGER. DURING ANY WORK WITHIN A RUNWAY OR TAXIWAY SAFETY AREA OR ON AN ACTIVE AIRCRAFT APRON, THE CONTRACTOR SHALL MONITOR THE UNICOM FREQUENCY 122.7 MHZ. ALL CLOSED MARKINGS REQUIRED FOR THE WORK AREA SHALL BE INSTALLED AS THE FIRST ITEM OF WORK. 1 1 , UPON NOTIFICATION OF AN AIRCRAFT EMERGENCY, THE CONTRACTOR SHALL IMMEDIATELY CLEAR THE RUNWAY AND/OR TAXIWAY OF EQUIPMENT AND PERSONNEL. 12. THE CONTRACTOR IS ADVISED THAT AIRCRAFT MAINTENANCE 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, 13. NO DEBRIS OF ANY NATURE SHALL BE ALLOWED IN ACTIVE AIRCRAFT OPERATIONS AREAS. ALL LOOSE MATERIAL (DIRT, STONE, PAVEMENT, FORMING, ETC.) MUST BE KEPT WITHIN THE LIMITS OF CONSTRUCTION. WHEN THE CONSTRUCTION BARRIERS ARE MOVED DURING CONSTRUCTION, THE CLEANUP OF AREA OUTSIDE THE BARRIERS SHALL OCCUR IMMEDIATELY. IN ADDITION, NO LOOSE MATERIALS THAT COULD BLOW INTO AIRCRAFT OPERATIONS AREAS SHALL BE ALLOWED IN THE CONSTRUCTION AREA. 14. ANY LISTED MANUFACTURER'S EQUIPMENT SHALL MEAN THAT LISTED ITEM OR AN APPROVED EQUIVALENT. 15. THE TAXIWAY AND/OR RUNWAY LIGHTS SHALL BE DE -ENERGIZED OR PROPERLY COVERED ON ALL CLOSED SECTIONS OF TAXIWAY OR RUNWAY (NO PAY ITEM). EXISTING SHENANDOAH GAS COMPANY 6" LINE 16. THE CONTRACTOR SHALL PROVIDE 0-RING JOINTS FOR ALL REINFORCED CONCRETE PIPE INSTALLED UNDER THIS PROJECT. THE CONTRACTOR SHALL INSTALL STANDARD STEPS (ST-1) IN ALL MANHOLES AND DROP INLETS. THE CONTRACTOR SHALL INSTALL INLET SHAPING (IS-1) IN ALL MANHOLES AND DROP INLETS. NO SEPARATE MEASUREMENT WILL BE MADE FOR THE ABOVE REFERENCED ITEMS. 17. DRAINAGE STRUCTURES WITHIN THE RUNWAY/TAXIWAY SAFETY AREAS SHALL BE DESIGNED AND CAST FOR AIRCRAFT LOADING: DUAL WHEEL, WEIGHT 60,000 POUNDS, TIRE PRESSURE 200 PSI. DRAINAGE STRUCTURES OUTSIDE THE AIDA SHALL BE DESIGNED FOR VDOT H-20 LOADING. 18. ALL MANHOLE AND DROP INLETS LOCATIONS AND TOP ELEVATION ARE GIVEN TO THE CENTER OF THE MANHOLE SECTION UNLESS OTHERWISE NOTED. 19. LENGTHS OF DRAINAGE PIPES ARE GIVEN FROM CENTER OF MANHOLE TO CENTER OF MANHOLE WHERE MH OR DI STRUCTURES ARE USED. 20. LENGTHS OF DRAINAGE PIPES ARE GIVEN FROM OUTSIDE EDGE OF ENDWALL STRUCTURES. WHERE ES-1 SECTIONS ARE USED THE LENGTHS ARE GIVEN TO THE END OF THE ES-1. 21. TOPSOIL SHALL BE STOCKPILED ONLY IN THE AREA SHOWN ON THE PLANS UNLESS OTHERWISE REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. 22. AT THE END OF EACH WORK DAY THE CONTRACTOR SHALL POSITION ALL EQUIPMENT, TOOLS, MATERIAL, ETC. IN THE CONTRACTOR'S STAGING AREA, UNLESS PRIOR ARRANGEMENTS ARE MADE WITH THE ENGINEER. 23. PROVIDE THE OWNER WITH A MARKED SET OF "AS BUILT" PRINTS AND PROVIDE TWO COPIES OF ALL MANUFACTURER'S LITERATURE. 24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ADJACENT PROPERTY DUE TO HIS/HER OPERATIONS. 25. THE CONTRACTOR SHALL NOT CROSS ANY RUNWAY OR TAXIWAY PAVEMENT WITHOUT PRIOR APPROVAL FROM THE ENGINEER. ALL PROVISIONS PERTAINING TO RUNWAY AND TAXIWAY CROSSINGS SHALL APPLY. WINDSOCK IPAPI■ V 1 EXISTING 250 RWSA TYP. ■ _ �� 250' RWSA TYP. f REILS RUNWAY SAFETY AREA \ j 500' x 1000' 5500' X_ 100' _ BASELINE 'R' _ _ _ o • • • _ �BM STA.65+00 200' RWSA TYP. XISTING \� o \ �OgM 7 ogM 8 /200' RWSIA TYP. o BM 9 ■ \ 10 o �TWSA 79' TYP\ BM 6 I ■ PAPI - - POSED TWSA 79 TYP. - - - \ -� BASELINE "A' ---- -- --- ------ -- -- _-- _-- _ _------------- _ _ -_--------- - - - - - - ..L. 1 35�--- -1f7- I �- �..� o0 1 1 I T1T1T� APRON F �T�T�T� _LT1T1T1T1TL _L _L 1T � .. r- 1 D 1 TERMINAL I HANGAR OLD BUFFL�CK ROA 11 \ CAP T-HANGARS f-T-HANGAR 1 11 ROTATING BEACON STATE ROUTE 645 AIRPORT ROAD .o PROPOSED AIRPORT HANGAR BY OTHERS DEL TA AIRPORT CONSULTANTS INC. engineers - planners Richmond, Virginia Charlotte, North Carolina CONSTRUCT 1 APRON AND PARKING AREA I9_1N:41►1* ALT11 qp I � r K•nne11� W. 8101111oK P Reg. No. 12995 �IlssfOMA L WEST`VIEW BUSINESS CENTER • BM2 Q BENCHMARK HAUL ROUTE ■■� AIRPORT PROPERTY LINE GENERAL LAYOUT WINCHESTER REGIONAL AIRPORT 9439GENL.DWG SH T300 DRAWN BY- JOB NO. EVE VA 9439 DESIGNED BY. SHEET MDK 2 SCALE: 1 " = 300' OF 14 DATE: NOVEMBER 1994 ffl 42.00' 4' CONCRETE SIDEWALK — BASELINE P2 L=76' STA. 47+90.00, 715.501R R=15' STA. 48+05.00, 730.50'R- 8 STA. 48+05.00, 872.50'R 6 STA. 47+99.00, 919.50'R 60' BLDG SET BACK 8 STA. 47+99.00, 931.93'R —� 6 STA. 47+71.97, 963.79'R 1 REVIEW AGENCY REVISIONS VDOT REVIEW COMMENTS 6 FIRE MARSHALL COMMENTS/GENERAL NO. I REVISIONS R=30 MDK KWB 1 2/1/95 JCL KWB 4/17/95 JCL I KWB 15/12/95 BY I APP. I DATE 2 N J r 19.b7'f I I J 4,9 5,0 I j i I BITUMINOUS AIRCRAFT APRON I I ( UNDER CONSTRUCTION) CONCRETE: PAVEMENT FULTON HANGAR, STA. 50+83.63, 542.50'R TA. 48+39.00, 542.50'R 10'Rf 8 8.37'— STA. 48+29.00, 673.50'R ON 10' ' f I i —1O'Rf -- --- ._...--- - --- _.-.._.._......... i R=10' STA. 50+83.63, 727.50'R STA. 48+49.00, 727.50'R i —STA. 48+29.00, 732.50'R 6 20' PHASE II BUILDING 4' WIDE (10,000 S.F.) CONCRETE SIDEWALK - 20' - R=10' 132.00' R=10 VALLEY PROTEIN HANGAR 3' 4' WIDE —13' CONCRETE 4' WIDE SIDEWALK CONCRETE FACE OF CURB SIDEWALK _ _ STA. 50+92.00, 874.95'R 13'(TYP) wTA. 49+51.91, 872.50'R 6 18.00' �'R=5' 8 STA, 50+86.91, STA. 48+29.00, 872.50'R 60.00' R=5' j874.95'R — — — 24.00' BASELINE P1 R=2.55' STA. 51+12.00, 886.50'R 8 STA. 48+29.00, 906.50'R — — — — — EDGE OF REMOVE —R=5' _ — — — — ASPHALT ZT1 EXISTING CURB—R=15.00' ASTA. 49+91.00, 901.50'R 18.00' PHASE 8 STA. 50+97.00, 901.50'R FACE OF CURB 7 PARKING A ! '. 152.00' STA. 48+29.00, 925.57'R - R=30' /-- STA. 48+61.97, 955.43'R DEL TA AIRPORT CONSULTANTS, INC. engineers - planners Richmond, Virginia Charlotte, North Carolina .......... ............... ....___.._....._._._..__..... 9 o Kenneth W Brommor P.E. Reg. No. 12995 FSStONA OFFSET BASELINE "R" 450'R FINAL SITE PLAN 30 0 30 60 ArDATEL& 1 "=30' QSCALE FEET GEOMETRIC LAYOUT WINCHESTER REGIONAL AIRPORT 9439GEOM.DWG SH T1 DRAWN BY: JOB NO. NTM VA 9439 DESIGNED BY: SHEET MDK/JBP 3 SCALE: OF 1 "= 30' DATE: 14 NOVEMBER 1994 4 50'R :......:::ww ::. ...................... .. ..... ...... .............. ...... ............... _......... DRAINA'iE SUMMARY D101 DI-7 DROP INLET STATION 51 +20, OFFSET 605'R TOP = 705.50 15" INV! OUT = 702.57 D101A DI-7 DROP INLET STATION 50-+-88, OFFSET 603"R .,. TOP = 705.00 15" ANV. IN = 702.41 1:5" INV. OUT = 702.31 D102 MODIFIED DI-1 (72" RISER) W/NEENAH R3475-F STATION 50 , 50, OFFSET 600'R .• TOP = 705.03 DEVELOPMENT SUMMARY 4L AIRPORT AREA 307.6 ACRES TING DEVELOPMENT AREA 4.0 ACRES !NG RA SENT USE VACANT -LOPED AREA 4.0 ACRES LACKS: FRONT 60.0' SIDE 15.0' REAR 50.0' -E FLOOR AREA 5,625 SO. FT, 3AR FLOOR AREA: FUTURE HANGAR #1 15,625 SQ. FT. AIRPORT HANGAR 14,062.50 S0. FT. FUTURE HANGAR #2 (PHASE 11) /4\ 10,000 SO. FT. EMPLOYEE/AIRCRAFT OWNER ESTIMATE 15 PHASE I; 5 PHASE II OFFICE PARKING SPACES REQURIED 23 TOTAL PARKING SPACES REQUIRED 38 PHASE I; 43 PHASE 11 HANDICAP SPACES REQUIRED 2 STANDARD PARKING SPACES PROVIDED 39 PHASE I; 49 PHASE 11 HANDICAP PARKING SPACES PROVIDED 4 PHASE 1; 4 PHASE 11 TOTAL PARKING SPACES PROVIDED 43 PHASE I; 53 PHASE 11 DISTURBED AREA 4.0 ACRES ADJOINING PROPERTY ZONING (AIRPORT) RA ADJOINING PROPERTY USE WINCHESTER REGIONAL AIRPORT TE : BURNING OF CONSTRUCTION DEBRIS ON SITE IS PROHIBITED. LEGEND CLEAN OUT ------ ^---- EXISTING FENCE _- EXISTING STRUCTURE _'- EXISTING MANHOLE Ili EXISTING ELEVATION 1593.26 PROPOSED ELEVATION PROPOSED CHAIN LINK FENCE —xx—xx—xx— PROPOSED FENCE SF —SF —SF— SILT FENCE _ ROCK CHECK DAM—CD3.20 ■ PROPOSED DROP INLET PROPOSED INLET PROTECTION —IP3.0 / . PROPOSED FLARED END SECTION PROPOSED MANHOLE APPROXIMATE _ GRADING LIMITS -- - — PROPOSED RCP - EXISTING RCP — — —FM — — EXISTING SANITARY SEWER FORCE MAIN — — — W — — EXISTING WATER LINE — — — T — — EXISTING UNDERGROUND TELEPHONE — — — G — — EXISTING GAS LINE — — ( ) W — — PROPOSED WATER LINE ( SIZE AS NOTED) — —( ) FM— SANITARY SEWER LATERAL (SIZE AS NOTED) • LEASE LIMITS —ROW RIGHT OF WAY PROPOSED PAVING PROPOSED CONCRETE T PROPOSED AGGREGATE RIP RAP OUTFALL PROTECTION - TEMPORARY CONSTRUCTION ENTRANCE-CE3.02 CONCRETE V DITCH PROPOSED CULVERT PROTECTION CIP 3.08 DIRECTION OF FLOW F ALOCATION OF GATEn G PROPOSED GAS LINE PROPOSED FIRE HYDRANT N PROPOSED GATE VALVE 8" CAST IRON ROOF DRAIN LATERAL PAVEMENT REMOVAL AIRPORT PROPERTY LINE `.y SITE SITE DIAGRAM NTS ,FINAL SITE PLAN 30 0 30 60 rt �1PrATE 1"=30' 30 scale feet n VDOT REVIEW COMMENTS JCL KWB 4/17/95 5/12/95 z . AIRPORT CONSULTANTS, INC. � ^� '" y R"Mo�m��FIRE GRADING AND DRAINAGE MARSHALL COMMENTS/GENERAL JCL KWB I NO. I REVISIONS BY I APP. I DATE engineers - planners ` Richmond Virginia Charloft North Caroline SS10�iAL WINCHESTER REGIONAL AIRPORT DRAWN BY- JOB NO. NTM VA 9439 DESIGNED BY: SHEET MDK/JBP SCALE: 4 I 11 OF = 30' DATE 14 ,NOVEMBER 1994 END -SECTION 12"-60'i PIPE Hui, end or, out'e! end -sections Spigot and on inletand-sections X r-------- - x Concrete to be 1 4000 PSI Mtn i PLAN r— C ---{- - B - I Pf cc >7ieterof 1 e \ A i -'D __J ' i -�E -'- - -I SECTION X-X END VIEW _ END -SECTION DIMENSIONS DIAM - - A- B- C I D E 12 4" 2'-0" 2'- 0" 1 4'- Of 2'- 0" 16, 6' 2'-3" 1'-9" 4-0" 2'-6" 24'i _ 9" - iu 2'-3" 1'-9" 4-0" 3'-0" 3,_7" 2, 6.' 6' 111 4, 0" 30" 1'-0" 4'-C' r-7 36" 1'-3„ 5-3" - 2-101" B'-144 1 8'-2" 6 0" 42" I - 9" 5- 3" 2'-I1 6'-6" 48 2' 0": 6' 0" 2' 2" 8' 2" T- 0" 54" 2'-3 5 5 2'-%" 6'-2}' 1 7'- 6" 60' 2- I I' S - 0" 3'- ALTERNATE END -SECTION 12"- 60" PIPE Hub end on outlet end - sections Sogui end on inlet and sections ----- r-- X PLAN Ili C - ;- - - - - B ----� i -Steel fabric reinforce - -- -- —c--� - ---- A -_L D - - -- -� SECTION X-X r .r - Concrete to be 4000 PSI Min I Diameter of ' Pipe r EI J END VIEW END-SECTION_QIM N IONS_ DIAM. B C __A 2'-0 4'-1" -6'-1" 2-0' _4" _ 6` 3'-10" r - _12"_ — 15" _ 2'-3" 18"r 9• 2-3" 3.-.10- 1 3r-0"- _6�_ 24' 2-8" - 6- 4- 27"--10'/ems 30" 33 I'- 1'- IV 4-0-" 4 fir 4=�r�"_ 2 Il _ J 7 3 4" 3'- r4 _6'-I' 3/4" 8-13/4" 4'-6 r- '- 'r_9r 8-2 6' 6 48" 54" 6a 2'-0 2'-3 6 -0 '-5 2-2" _2-II 8'-2" - 8-3 7 0 7'- 8'-0" �4 C - B NOTE Pipe lengths shown on plans are based on End -Section design shown on the left If the contractor elects Culvert to use the alternate design shown on --' -- "—' the right, lengths will be reduced by the difference in dimension "0 SLOPE DETAIL SPECIFICATION REFERENCE FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS 302 VIRGINIA DEPARTMENT o/ TRANSPORTATION T-DI-7 �0. B —5'4" � Grate A c1+ri �.-- 3'-5'=-.� 2"diameter bar010 68 Ibs /ft 1 or No 14 Plain Billet Steel Bar + --L- ()765lbs/ft (ASTMA615, blj iO Grade 60) A � � o A _ L 2j'..x 2} "i _ I ) Weld.. / _ Weld -- I _If 4"Stud L� B . L 2".2". Shear Connector PLAN VIEW DETAIL A See DeloiI A e' l2" r BAR SPACING CHART - GRATE MAXIMUM DIMENSION SECTION AA TYPE A g 3" , No 5x5'-0"bars -2 --- -- - - 12 Read 3 . B i" " l ' _ l+ i -_2�- e" •. 1 • _L iT • n*-� A --- r 21" I See General Notes - Precast for additional r. details. ' H STANDARD Concrete cover and grate are to be furnished RISER UNIT as a single unit Outside dimensions of grate to be 3' 4". 2' 111"Grote A)orJ-4".2'ilt SECTION BB Dimensions shown are minimum. Actual dimensions may vary with manufacturer Alternate methods of anchoring angle iron will be acceptable if approved by the Engineer Grate and collar ore to be galvanized Joints between concrete cover and gutters (when required) are to be doweled or keyed Concrete to be 4000 PS I minimum Reinforcing steel to be in accordance with ASTM A-615 See Standard DI-7, 7A,7B for Details of Gutter Method of Placement Alternate Methods of Construction 102 01 B -ei1 3'- 4" -(« a _A_ 110" 10 10 10" +i GRATE B B -- 3 4 "Grote 1".4"Stud — f.2} "Edge Bar (2 Req'd) Grate A is to be used when inlet located I Shear Conn "' a Clear is in median or other areas not normally 3 subject totroffic. I Grote 8 is to be used when inlet is located on shoulders I Z' .113 Bar (3 Regd) or other areas subject to L 2„x 7".�.. \� V16 traffic Grate to be galvanized after fabrication. PARTIAL SECTION A -A 2-11i Grote i"x 21 Edge Bar (2 Regd), i Cleo, I 11 r 2� Bearing Bar s112 Reqd 1 --- „ , ------ f.1 Bar (3Re)d) yI 1%"Between Bars (Typ I PARTIAL SECTION B-B LOAD CARRYING GRATE DETAILS OF CONCRETE COVER AND GRATE STANDARD PRECAST TOP UNITS SPECIFICATION REFERENCE 105 233 10307 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 NO. I REVISIONS BY I APP. I DATE rn w J z a 0 0 0 Cr W U) lei U) LJ U) Q m L [I__T _-.0 1 M \ N U PRECAST UNIT ASSEMBLY DIAGRAM ViRGIN1A iDFPARTMFNT - - of Jar I TRANSP�,RTATION For corrugated metal Tee Section alternate see Sheet 10312 Spacer units shown hereon ore olsoknown as Grade Rings ",,. "nd...,!.nen! a Notch, dowels, keys or other approved ■ It When Spacer units ore required "H" is to be means of providing positive interlock I measured frrpm the top of the uppermost Spacer to be included in flat slob tops used -_____- \ in conjunction with curb drop inlets MH-I FRAME � AND COVER " Spacer unit to be : doweled or mortared Calla holes (ophonal) for No 4 steel �1 1 q"Min - 12"Min. to toper unit or flat 1 l j t �'„� dowels Centers to slob top. be 180'aport 2'-0' SPACER UNIT (AS REQUIRED) 6"Min. � 2'iMa,<y w --. �---- _ _ _ • - Z1o�' _ 4 Slept t _ p (as required) Yin. / Uff 5" Min Lift \ Holet 5" 4'-0 5"�+ - CS Hates o H fine ' o H M4 FLAT SLAB TOP UNIT - - -- -- - - -- - - I -- Location, size, and shape of i hole may vary depending on 5"l. 4'-0' ,. 5 the type of structure CONCENTRIC TAPER UNIT t ECCENTRIC TAPER UNIT NOTES See General Notes for additional information on weep holes, step requirements, '.H"dimensions, etc. All spacer units, flat slob tops, and taper units are to be in accordance with the requirements of AASHTO M 199 Concrete to be 4000 P S 1 Two 2" diameter lift holes to be provided in taper unit Holes ore to be located above the center of gravity of each unit with centers 180' oport For step details see standard ST- 1 . Three lift eyes of monufocturer's design per unit may be substituted for lift holes shown hereon Dimensions shown are minimum Actual dimensions may vory with manufacturer T-MH-2 Steps I' (as required) SPECIFICATION STANDARD PRECAST TOP UNITS 105 302 VIRGINIA DEPARTMENT OF TRANSPORTATION -- 103 08 DEL 'J IMF AIRPORT CONSULTANTS, INC. engineers - planners Richmond, Virginia Charlotte, North Carolina LEGEND PAGE A -Flat Slob Top with Frame and (vote iT-0i-1) - -- --- - --- - - - 103 03 B - Drop Inlet Top Unit (T-0I-2) - -- -- - - -- - -- --- - - - -- -- - 103 04 C - Throat Face Block(T-DI-3,4) - - - - -- - --- - - - -- - - 103 05 D - Curb Drop Inlet Throat Section(T-01-3,4) E - Spacer Unit (T-MH-2) - _. .._ __ _. __ - - - _._ __ -- - - 103 08 F - Flat Slob Top with Hole (T-MH-2)-- -- - - - -- - -- - -10308 G - Drop Inlet Top Unit (T-DI-5) -- - - -- -- -- -- -- - - -- - - 103 06 H - I - Drop Inlet Top Unit (T-DI-7) - -_. -- - - -- -- -- -.- - -- - --- ----10307 J - Fiat Stab Top Unit IT MH-Z) - - - -- _ _ . -- _ 103 08 K - Manhole Frame and Cover (MH-1) -- -- - -- - - - -- -- ---10602 thru106.05 L - Spacer Unit (T-MH-2) - - - - - - - - - - -- ----10308 M - Concentric Toper Unit (T-MH 2) - -- - - - - - - - - - - - 103 06 N. - Eccentric Toper Unit (T-MH-2) - - - - - - - -- - --- - 10308 0 - Riser Unit (R I) --- - - -- - -- - - - -- - - - -- - 103 09 P - Flo Slob Reducer (R-2) - - - - - - - - - - - - 10309 0 - Toper Reducer (R 3) -- -- -- - - - -- -- --- - -- 103 09. R - Monolithic Bose Urrl Over 4' Dia. (8-1) - - -- - - - 103 to S - Doghouse Base Unit -Over 4' Die. (B-4--- -- - - - -- - - - - -103 10 T - Footing (9-2) - - -- - - - - - - - - - --103 10 U - Tee Section Bose Unit (8-3) i - - - - - - - -103 11 V - Monolithic Bose Unit-4'Dia (B-1) -- - - - - - 103 t0 w - Doghouse Base Unit 4' Dio lB-2) - -- - - - - - - - -103 10 X - Footing (B-2) -- --- -I -- - - - - - - - -- -- 103 10 Alternate Joint Detail -- -- --- --- - -- -- -- --- -- - __ 103 03 GENERAL NOTES — PRECAST PRECAST STRUCTURES WILL CONFORM TO SECT 105 a 302 OF THE SPECIFICATIONS WEEP HOLES WILL HAVE 12"xi2"PLASTIC HARDWARE CLOTH, 1/4" MESH OR' THE MANUFACTURER WILL HAVE THE OPTION OF SELECTING THE COMBINATION OF GALVANIZED STEEL WIRE, MINIMUM WIRE DIA 003'; NUMBER 4 MESH HARDWARE PRECAST UNITS TO COMPLETE A STRUCTURE UNLESS OTHERWISE NOTED ON THE CLOTH ANCHORED FIRMLY TO OUTSIDE OF STRUCTURE PLANS. t PRECAST UNITS LOCATED ADJACENT TO CAST -IN -PLACE CONCRETE ITEMS, THE "H'DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL SUCII AS FLUMES, DITCHES, GUTTERS, AND SIDEWALKS SHALL BE CONNECTED BE MEASURED FROM THE INVERT OF THE OUTFALL 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 ARE APPROXIMATE ONLY FOR APPROXIMATELY IZ INCH CENTERS THROUGHOUT THE CONTACT LENGTH ESTIMATING PURPOSES AND THE ACTUAL DIMENSIONS 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 IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM UNIT TO RECEIVE THE DOWELS, THEY SHALL NOT EXCEED 5/8 INCH IN OF THE STRUCTURE,THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH DIAMETER CEMENT MORTAR TO PREVENT STANDING OR PONDING OF WATER IN THE STRUC- TURE THIS WILL APPLY TO ALL STRUCTURES MEETING THIS CONDITION AND IS NOT SEE ST'D St. -1 FOR APPLICABILITY OF SAFETY SLABS TO BE CONFUSED WITH STANDARD IS-1. THE COST FOR INVERT SHAPING SHALL BE 3/0 Chamfer shoilW INCLUDED IN THE PRICE BID FOR THE STRUCTURE ;.rovidee on 13ae1c4-(' WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE cages. WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE PRICE BID FOR THE STRUCTURE. ALL PRECAST STRUCTURES TO 8E CONSTRUCTED WITH 4000 PSI MINIMUM CONCRETE STEPSIN ACCORDANCE WITH STANDARD ST-I ARE TO BE PROVIDED IN ALL MANHOLES AND IN ALL DROP INLETS WITH A 'H"DIMENSION OF 4'-0"OR GREATER 3" DIAMETER WEEP HOLES WILL BE REQUIRED IN PRECAST STRUCTURE LOCATED ADJACENT TO THE PAVEMENT TO DRAIN SUBBASE, PLACEMENT OF WEEP HOLES IN THE PRECAST !1NIT WILL BE DETERMINED BY THE PROXIMITY OF THE STRUC TURE TO THE SUBBASE. WEEP HOLES MAY ALSO BE REQUIRED IN OTHER STRUCTURES WHEN CALLED FOR ON THE PLANS OR DIRECTED BY THE ENGINEER GENERAL NOTES- PRECAST VIRGINIA DEPARTMENT OF TRANSPORTATION 103 02 R- 1, 2, 3 Tongue and groove joint to be of tatxicators destgnmeeting the ---- approval of the Engineer Joints are lobe sealed withmortar or DIMENSIONS 0-ring gaskets D Mtn X 60" 5" -�2" _6' ALTERNATE JOINT 84' 7- DETAIL �R-2 --- 1I 4'-0"-_-------� Weep Hole I I (os required) i I 2" Max - ' _ _ _ _ - j_ .. __ - Steps (as required) Litt holes / Set in line 12" to 16" C-C 8 Min I 5'Mtn H H L i Y, _ a ---J D Step optional FLAT SLAB Reinforcement in j ' - - depending on step o(cordonce with spacing in structure ASTM A-615 RISER NOTES 31 See General Notes for additional information on weep holes, step requirements, 1. 4' 0" H" dimension, etc. All reducer and riser units are to be in accordance with the requirements of AASHTO M 190 - �- Lift holes It ITwo Concrete to be 4000 PSI 2' diorneter lift holes to be provided in each user, and taper unit. Hates are n to be located above the center of gravity of each unit with centers 1800 apart. Steps os required) .] I a� Z; H Where openings are required for pipe, they shall be formed, drilled or neatly - cut as approved by the Engineer The Contractor will furnish the fabricator with the -_ angles between center lines, the invert elevations, and the size of oil pipes to enter the manhole II For step details see standard ST- 1. Three lift eyes of manufacturer s design per unit may be substituted for lift holes shown hereon TAPER Dimensions shown are minimum Actual dimensions may vory�with manufacturer See St'd SL -1 for applicability of safety slabs i REDUCER ! STANDARD PRECAST REDUCER AND RISER UNITS SPECIFICATION REFERENCE 105 _ 302 103.09 'VIRGINIA DEPARTMENT OF iRANSPORTATION A , ►. (` 1, ! ci t IAN�/v "meth W. Bummer P.E. Reg. No. 12995 �FSSrO fu A L ENC�-�. DRAINAGE DETAILS WINCHESTER REGIONAL AIRPORT DRAWN BY: N TM /LV DESIGNED BY: JBP/MD SCALE: 9439DETL.DWG SHT1 JOB NO. E VA 94139 SHEET K 5 E OF DATE: 14 NOVEMBER 1994 NON Tongue and groove joint to be of .fnhricotnrs desionmep.tmothe 1 j approval of the Engineer Joints B 2 '----- - are to be sealed with mortar or - — -ring gaskets. - \ --- Weep Hole (as required) ` Weep Hole _ aI --�------- ---------- (as required) - 1 - D Steps 0—Lift holes — X Steps Cf Lift holes - X •� (as required) -')(as required)I 1 � I> >° L I` Y MONOLITHIC ALTERNATE JOINT DETAIL 2 .y FpOTING Three lifting hooks of fabricators 2 design to be provided in footing �+---- 0-8".2X --=i Footing maybe precast x 6- W 5 5 x W 5 5 Welded or cast in place Wire Fabric or equivalent area DOGHOUSE WITH FOOTING DIMENSIONS D y( Y S�u99esPted Absolute Min. Min size MMoaxx Pe Max. - • 36 4' 6' 18 21" 48 5 - 6" - 24 27' 60" 5" - 8" 36„ 42" 72" 6" 8" 54" 84 7 8' _48' 60" 66" 96° 8" 8" 66, _ 72" See General Notes for additional information on weep holes, step requirements, "H "dimension, etc All base units ore to be in accordance with the requirements of AASHTO M199. Concrete to be 4000 PSI. Two 2"diameter lift holes to be provided in each base unit. Holes are to be located above the center of gravity of each unit with centers 180' oport Depth of 36"dipmeter base uniI restricted Where openings ore required for pipe, they shall be formed,drilled or neatly cut as to 4'- 0"maximum approved by the Engineer. The contractor will furnish the fabricator with the angles between center Imes, the invert elevations, and the size of all Pipes to enter the *One through pipe only. manhole. Holes ore to be a minimum of 4"to a max imum of 8 larger than the outside diameter of the proposed pipe Three lift eyes of monufocturer's design per unit may be substituted for lift holes shown hereon. In the event the invert of the outfall pipe is higher than the bottom of the structure, the invert of the structure shall be shaped with cement mortar to prevent standing or ponding of water In the structure. Dimensions shown are minimum Actual dimensions may vary with manufacturer SHEET I OF 2 SPECIFICATIONREFERENCE STANDARD PRECAST BASE UNITS 02 VIRGINIA DEPARTMENT OF TRANSPORTATION F 103.10 Liu ming 410ga x2"x 6'-59' PLAN VIEW COVER Reinforcing Yx8"- W 3.4 x W 2 1 welded wire fabric SECTION A -A le chars 8'x2"x2„ Lettering Optional V ID 0 T cast In top of cover I" wide —B�__ A textured finish to be cast into top of lid �2" � v 5 -84, 9 -63" a ' PLAN VIEW FRAME 0 12 - T Notes Concrete 4000 PSI. `- Supplier may fumish 6 steel for IOgo. i All metal galvanized to V.D OT St'ds and ASTM A 123-73 SECTION B-B Sheet 3 of 3 SPECIFICATION PRECAST INLET FRAME 81 COVER 105 VIRGINIA DEPARTMENT 302 0f TRANSPORTATION f105.03 I NO. I REVISIONS BY APP. I DATE T- DI -3,4 NOTE S See General Notes; Precast for additional details. CURB DROP INLET THROAT SECTION Concrete to be 4000 PSI minimum compressive strength. Std. IC-2 Frame Reinforcing steel in occordonce with ASTM A-615 and Cover (reinforcing bors). / Reinforcing in occordance with ASTM A-Ia5 for (\ welded wire mesh. �_ Dowel Holes Dimensions shown are minimum. Actual dimensions see sheet may vary with manufacturer. S- 2of2for alternate This unit may be used with all Standard 01-3501-4 L. detail Curb Drop Inlets. >rn2'-6•. Each face block shall have 2 or more 2p loops (p 3 bors)cost in face as shown. C0" These loops may be used for lifting, and for tieing In the poured in place gutter section. Face Block Face blocks ore to be seoled with grout or see sheet 2 of 2 polysulfide sealer. for alternate detail See Alternate Nose Detat! A, sheet 2 of 2 * 4 Bars -� A(1 Rib Bars q 5 on 6" Centers k 4 Bars -�— 1- 45• a 3 Bars I p a 4, a 4 Bars a 3 Bars t 41 5 Bors H fV tk 4 Bars--- 1 _t - _ t _ r See Alternate I" Deep Notch • Varies with manufacturer Dead 8 for Interlock TYPICAL MINIMUM BAR REINFORCEMENT Location of tole to vary according to type of nlel constructed I 2 10" I Ail Rib Bars W-20 Smooth W-20 ry5" 2' - Z. W-11 Bars on 4"Centers W-20 T W - 20 4 -No. 4 BarsT.- W 20 ► RECOMMENDED MINIMUM HEIGHT CHART PIPE H DIMENSION 0 t- SIZE CONC. C.M. 6" 2'- I I" , 2' II" O Z 4 8„ 3, 1,„ 3, 1,. U taJ m to 101, Q C 12 " 3'-6- 3' 5 „ r� In I '15" 'S-9� S-8kD { Q 18" 4'-2" 3'-II" 21 " 4' 3 . 4- 2" I 6" 3-9" 3'-9" 8.i 3-Il�ir 3_II,. � V) 10" 4-If" 4'-1" tv Q Co 12" 4'-4" 4'4" O` 0 15" 4'-7"' 4'-6„ U -1- 18" 4'-I0 4'-9" as: Z 21 " 5'- I t" 4 5 0" Q 24 5'-5" 5'-3„ 27.. 5-81" 5,- 6„ 0 tL 30" 5-11,IF'� 5' 9., 12" 4'-7 " 4 6„ 15" 4 104 4' 9" L Z 18 5'_12" 5'- 0., L, D U- co 21 5-44„ 5'-3„ CO w U) w 24" 5'-8„ 5' 6" Om 0 Q 27" 5'_ 114„ 5'_ 9., U - C 1J 30 6'-22" 6'- 0 N li ai r- 'n 33" 6'-5 � 6- 3" o I36 4 2" G'-9' 7.- 3 E' 6 - 6" 7'- 0 " 0 D 0 48' 7'- IO"I 7- 6 W-20 W-11 n _ O N IW 'c45` x II w-n w-II W-20 W -20 W 20 - e 6" I H ` W- 20 W-20 I" Deep Notch For Interlock J W-II t TYPICAL MINIMUM WELDED WIRE REINFORCEMENT Sheet I of 2 SPECIFICATION STANDARD PRECAST TOP UNITS REFERENCE 105 233 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 103 05 1 Sheet 2 of 5 Finished Dimension NMachine i 1 Note The letters V.D.OTare optional,if used the letters are to be cost in the depression in top of cover I" wide and raised e" ❑❑El ❑ high as shown. A ❑❑D❑D❑❑ ❑ 0 40 (❑ Lettering Optional-� " _ - ❑ �t i l___l ���❑ o ❑❑❑❑ �❑❑❑ i APPROXIMATE WEIGHT CAST IRON TOP FRAME 239! 12 LBS. COVER 137 + 7 LBS. MH- I I 1'-10-' i r' Finished '— �- fr-_, /Dimension chi } x i Slot Machine-F -- If R -_ ►- I �12R C� SECTION B-B BOTTOM SPECIFICATION REFERENCEI STANDARD MANHOLE FRAME AND COVER 224 VIRGINIA DEPARTMENT 302 0f TRANSPORTATION j106 02 DEL T A ,or AIRPORT CONSULTANTS, INC. IMF engineers - planners Richmond, Virginia Charlotte, North Carolina Slid, IC-2 Frame . Precast and Cover t ace Block t Fa 0 � �rryy _ • ► - -� Precast eta Bars 45- Throat Precast Face Block_ 2 -NO TE'r Dowel Holes provided to prevent settlement — -t 611 of adjacent concrete ISOMETRIC - Precast Y) ► Face Stock CURB DROP INLET THROAT SECTION I - At DESIGN r Mors I i All details not shown to be in A", 2"x4"notch may be formed with straight F--L. ALTERNATE DETAIL FOR FACE BLOCK accordance with sheet I of 2 sides, tapered sides,or tapered sides with radius ( NOSE TYPE B ) Back of _ 1. 4" holes each end ----- Curb -_ - ---- _-- Line 3 1/2' Radius c - - v < e -J 2 2,. (Face Block 7 PLAN ALTERNATE ALTERNATE Nominal 7:14' Nominal j �} I I'x,4'hole for doweling to curb BACK VIEW END VIEW tck of DETAIL B Line NOSE DETAIL A (For use with mount- able curb) Sheet 2 of 2 1 SPECIFICATION STANDARD PRECAST TOP UNITS REFERENCE VIRGINIA DEPARTMENT OF TRANSPORTATION 103.05A Shope to con of pipe. --- Slope to dram to invert of outlet pipe % SECTION A -A AETHOD OF TREATMENT IN DROP INLETS 49 NOTES Shaping of monhole and inlet inverts inaccordanceoutlet accordance with this drawing n �Scope drain to invert n pipe is to apply to !hose structures specified an pions or where 'I invert of pipe i5 above invert of structure Manhole or drop inlet is to be formed and constructed in accordance with applicable standard or special drawing The invert shaping as detailed hereon is to consist of a Portland Cement Concrete mix conforming to Class A 3 or Class Cl,except that 25 % of coarse aggregate may be up 1 e a f to 4" in diameter and consist of scone, broken brick, broken concrete, or broken concrete block. The surface shall be left smooth by means of hand trowelling None of the coarse aggregate shall remain exposed �/• .yam ,f Derails of invert shaping as shown hereon are for example purposes only Each manhole or drop inlet is to be shaped individually to best fit the particular inlet and outlet configuration and flow Imes - --- - PLAN SECTION B- B METHOD OF TREATMENT IN MANHOLES SPECIFICATION REFERENCE 2NCE STANDARD METHOD OF SHAPING MANHOLE 8( INLET INVERTS VIRGINIA DEPARTMENT 0/ - TRANSPORTATION I0608 t� ��. +0. Kenneth W. Src3rrirner P.E. Reg. No. 12"5 DRAINAGE DETAILS WINCHESTER REGIONAL AIRPORT 9439DETL.DWG SH T2 DRAWN BY: JOB NO. NTM/LVE VA 9439 DESIGNED BY" SHEET JBP/MDK 6 SCALE: OF NONE 14 DATE: NOVEMBER 1994 mom ST-1 NO.6 GALVANIZED STEEL STEP •or \'y!�` I 2" S(eQ Mrd�h 30- tR TYPICAL SECTION (Dimensions may vary with monu}octvert design) t Note 64,Grade 00,reinforcing rod encased in a corrosion resistant rubber or other mote( iolopproved by the Engineer. Corrosion Resistant Materioi - No.4 Reinforcing Rod TYPICAL SECTION (Dimensions may vary wdh N0 V morwfactuer's design) ,/ e Notes. ( Aluminum Step) r Steps shall be fabricated in accordance x x r 4'/z'. with ASTM 8221, Alloy 600 -T5 :r- ►1 0 0 MinTMm. � S That portion of the step erxased in rnasorry shot be urn4x mly tooted with bdvrwtous, solvent type, asbestos fllted - --- - --� nlumnum pigmented coating conforming to Federal Specification TC-C-0049EA s�f _ _p-I- V\ "vi .7+ AS ��j arc \y/ ALUMINUM STEP r Min of 3" embedment 3 1 AivvARD STEP VIRGINIA DrPARTMFNT OF TRANSPORTATION EW-12 /4 4-!! f-,/ir T Bevel Slot Detail (permitted for easy form removal) Not bSrk A A — -3/8„ 2 -0 T; , �1]__ PLAN .4,�• SiopP 1_ SECTION A —A Scale 1" = 1' PIPE I DIMENSIONS CLASS A3 IA. SLOPE' !CONCRETE- DL H CU. YD. I 4.. 2.1 12 5 1/2" j V-2 3/4 0.17 or L... 11I 6" 4 1 4 5" 1 1 1/4' 02 1 2. 1 2' 10 1 /2" 1 5 1/4" I .. _.. 0.21 1 4 1 5 3" 1 3 3/4' I 035 NOTES NOTES Steps will be required in all structures with a depth of 4'-0" or greater ooless nlhPrwi:e noted on the plows NI steps shod proltude 4'12" from inside face of structure wall Maximum step spacing' to be 16" c-c. Steps shall withstood a minirrntm load of 300 pounds when extended 4/2" from the face of the support Steps are to be vertically aligned and uniformly spaced for the entire depth of any structure In precast urats steps may be cost in place, mortared into holes provided by the fobncator,or driven. Steps differing in dimensions, onhgumhon,or materials from those shown may also be used pro Jed they meet the minimum requxemenls shown hereon and the Contractor has furnished the Engineer with details and certified test reports of the proposed substitute and has recieved written approval from the Engineer for the use of such steps All steps installed shall be provided with slip resistant. surfaces such as but not limited to, corrugated, knurled, or dimpled surfaces SKCIFICAION F41 t RE NCE NONE Typical endwall to be placed at the ends of all underdrain outlets. Endwall to be installed perpendicular to roadway and flush with the slope. Concrete quantities shown are based on 6" Class III concrete pipe. The + 4'' dimension and concrete quantities will vary if 4" pipe, 8'' pipe or other types of pipe ore used. Outlet pipes shall be rigid nonperforated, smooth -bore pipe, meeting the requirements of AASHTO M-252. If vitrified clay pipe is used, all joints shall be in accordonce with ASTM C-443. Expanded steel mesh (flattene`d) shall hove openings of approx. 1/2"x1" and weigh approx. 0.82 per sq. ft. Mesh shall be galvanized In accordance with ASTM A- 1 23. The mesh shall extend a minimum of 1 " above the O.D. of the pipe, and is a barrier for rodents, etc. The slot for the steel mesh is to be constructed so that the rnesh con be removed for cleanout purposes 1 This itern may be precast or cast in place. Expanded Steel STANDARD ENDWALL FOR PIPE UNDERDRAIN VIRGINIA DEPARTMENT OF TRANSPORTATION 101 32 NO. REVISIONS BY APP. DATE C Rev 2-92 SPECIF (CATION REFERENCE 105 233 30T DE TAIL I U n B DEPTH Geotextile—A Fabric SECTION A -A t � � _ear• �•s Geotextile Fabric 8 -- 3 H --- - 1 r Min 3D-- --- -- - --- D - W' - - - D - O�Q�� a ,w �� Geotextile Fabric SECTION B-B # Use Typical Section shown on plans or normal side slope, bottom width, and depth of channel, ditch or natural ground. DETAIL 3 LEC-I B 0 3D O � -► B V c-rU U Depth Geotextile Fabric SECTION A -A 9" t DEPTH SECTION A -A e D represents von for box culvert installations H = Diameter for round pipe „rise for pipe arch and box height NOTES For multiple line installations Dimension D is to govern the prodectlon outside the channel width tW1. On any Secondary Roads installation requiring erosion contrail stone where no endwoll or endsechon is specified on plans, coheir uct ion Is to !be in accordance with Detail 2 shown above Geotextile Fabric to be insloiled'under all erosion control slolne In accordance with the speaflcations MIN. DEPTH Dry Rip Rap Rip !Rap Class 1 2' Class 11 3l' SPECIFICATION REFERENCESTONE FOR EROSION CONTROL 204, 303 VIRGINIA DEPARTMENT 245 of r --- 414 TRANSPORTATION 114.01 VDOT A3 CONCRETE BEDDING PIPE INSIDE DIA. rl drr MIN. 12"— 27 �� 3 ~r 30 —' 60 4 .. > 60 r 611 DENSELY COMPACTED BACKI=ILL SHALL MEET P ; 152 SPECIFICATIONS 12tr MIN - 4c MIN = 1/4 INSIDE DIAM (CLASS A) NOTE i 1 DENSELY COMPACTED BACKFILL SHALL MEET P-152 SPECIFICATION 121I t COMPACTED VDOT* 21-A - - VDOT # 57. STONE OR APPROVED EQUIVALENT (CLASS B) PIPE BEDDING DETAIL ALL PIPE SHALL RECEIVE CLASS B BEDDING UNLESS SPECIFICALLY NOTED OTHERWISE ON THE GRADING AND DRAINAGE SHEETS. DEL TA AIRPORT CONSULTANTS, INC. engineers - planners Richmond, Virginia Charlotte, North Carolina 4" 1 2-R •! .'d d. ° a' A d / ° °. d A. :/' a .. A A'' A. A• ° '� i• •4 4 ' •°. a ti A A.' A °. A A p . •. a °' •A' °_ °A_A The bottom of the curb and gutter may be constructed parallel to the slope of sub - 1�-6°- surface courses provided a minimum depth of 7° is This area may be concrete maintained. at the option of the contractor This curb is to be used when design speed is 40 MPH or less on Rural highways and 45 MPH or less In developed urban 8 suburban areas. Note Comb. curb B gutter having a radius of 300'or less (along face of curb) shall be paid for as radial combination curb a gutter This item may be precast or cast in place. Concrete to be Class A3 if cost in place, 4000 PSI if precast. SREFERENCEN COMBINATION 6" CURB 8s GUTTER 105 VIRGINIA DEPARTMENT 502 of TRANSPORTATION 20[193 8 OZ. NON —WOVEN FILTER FABRIC. OVERLAP 18" OPEN GRADED AGGREGATE (NO. 57) 6" PERF. SCH. 40 PVC IN CONFORMANCE WITH VDOT ROAD & BRIDGE SPECIFICATIONS, SECTION 240.10 UNDERDRAIN DETAIL NTS NOTES: 1, UNDERDRAIN TO BE INSTALLED AT LOCATIONS AS ORDERED BY THE ENGINEER. vt - •DRAINAGE DETAILS Kenneth W. 3rammer P. E. Red. �0 - fS IONALENC''WINCHESTER REGIONAL AIRPORT 9439DETL.DWG SHT2 DRAWN BY: JOB NO. N TM /LVE VA 9439 DESIGNED BY: SHEET JBP/MDK SCALE: 7 OF NONE DATE: 14 NOVEMBER 1994 GENERAL NOTES - FENCING FARM FENCE BARBED WIRE BARBED WIRE IS TO CONFORM TO ONE OF THE TYPES ALLOWED BY THE SPECIFICATIONS. UNLESS OTHERWIRE NOTED ON PLANS FOUR STRANDS WILL BE PROVIDED. SPACING OF STRANDS SHOWN IS SUGGESTED ONLY. ANY OTHER SPACING APPROVED BY THE ENGINEER MAY BE USED. WOOD POSTS WOOD POSTS TO BE SQUARE CUT OR ROUND 10 THE DIMENSIONS SHOWN ON THE DRAWINGS. POST TOPS MAY BE FLAT OR CUT AT A 3U ANGLE. FOR WOVEN WIRE FABRIC, STAPLES ARE TO BE USED AT TOP AND BOTTOM STRANDS AND AT A MINIMUM OF THREE INTERMEDIATE STRANDS PER POST. ONE STAPLE PER STRAND IS TO BE USED FOR BARBED WIRE FENCE. WHERE GATE, CORNER, OR BRACE POSTS FALL IN ROCK OR MARSHY AREAS THEY SHALL BE SET IN CLASS A3 OR CI CONCRETE. METAL POSTS METAL POSTS ARE TO BE ONE OF THE TYPES SHOWN ON THE STANDARD DRAWINGS AND CONFORMING TO THE SPECIFICATIONS. AT EACH CORNER AND STRETCHER POST WIRE FABRIC IS TO BE CUT AND ALL HORIZONTAL STRANDS SECURELY WRAPPED AROUND POST. BRACES ON CORNER, STRETCHER AND END POSTS ARE TO BE SECURED 1'-6' FROM TOP OF POST WITH 1/2'BOLTS. IN LIEU OF SETTING POSTS IN CONCRETE. MANUFACTURER'S ANCHORING DEVICES MEETING III[ SPECIFICATION REOutREMENTS MAY BE USED WHEN APPROVED BY THE ENGINEER. BRACES MAXIMUM SPACING BETWEEN BRACES TO BE 500'. CORNER BRACES TO BE PROVIDED WHERE CORNER ANGLE IS 15 OR OVER. LINE BRACES TO BE PROVIDED WHERE VERTICAL ALIGNMENT CHANGES 15` OR MORE AND WHERE SPACING REACHES 500. MISCELLANEOUS FENCE IS TO BE LOCATED AS SHOWN ON THE PLANS OR DIRECTED BY THE ENGINEER. THE SIDE OF THE POST TO WHICH FABRIC IS TO BE ATTACHED WILL BE DETERMINED . BY THE ENGINEER. FENCE TO BE GROUNDED IN ACCORDANCE WITH DETAIL SHOWN ON STANDARD FIE-6 WHERE REQUIRED. UNLESS SPECIFIED ON PLANS, THE CONTRACTOR WILL HAVE THE OPTION OF FURNISHING EITHER METAL OR WOOD POSTS. POST TYPES ARE NOT TO BE INTERMIXED ON ANY ONE INSTALLATION. CHAIN LINK FENCE WIRE FABRIC WIRE FABRIC SHALL HAVE A 2' MESH. MISCELLANEOUS IN LIEU OF SETTING POSTS IN CONCRETE, MANUFACTURER'S ANCHORING DEVICES MEEIING THE SPECIFICATION REOUIREMENTS MAY BE USED WHEN APPROVED BY THE ENGINEER. FOR GATES EXCEEDING 6'- WIN WIDTH ROLLED FORMED STEEL POST WILL NOT BE ALL OWED. CHAIN LINK FENCE TO BE GROUNDED IN ACCORDANCE WITH DETAILS SHOWN ON STANDARD FE-6, WHERE REQUIRED. STANDARD FENCE GENERAL_ NOTES VIRGINIA DEPARTMENT OF TRANSPORTATION 502.01 FE-CL Attach fence fabric to Height of brace to be in accordance tension wire with hog- with mcinufacturerb specifications Note A moisture excluding cop is required rings approximately on tubular posts 24"c-c Top and bottom selvage _ � Tension wire no 7 gauge to be barbed galvanized coil spring wire SP5 stretched foul - 8—- SPO post One Tension SHI "If column Or P}" N311gouge Wre Clip each O D. post I"beveledgal Line Post(No6 onited steel sore min) -Line Post SP3 bard with bolt and nut SPI brace 6 _oi No 6 gouge wire clamps to be 14, used to attach fabric to "H" columns (6 per post) 3LC - Ground Line 3-6' i -- i 1.1"Mm. round rod with turnbuckle 'i Typical spacing Ir -�— 3'-6" 3'-0" End,Corner,Line brace i between all Line Posts � 1 or Gate Post --- IO IO -- . P4 Concrete footing Lire Post LinePost II'' I ?---I I IU END BRACE r0� Note. A moisture -excluding cap is required on tubular metal line posts 8 Material for cap sholl conform to the allowable types for other NOTES listed fittings SEE GENERAL NOTES ADDITIONAL DETAILS -FENCING FOR AND INSTRUCTIONS 2, _ SP2- ( J-Min Round it "iGround Line R ; _Vor.3',10:12'�r14�__ Contfete =Foottnq SINGLE SWING GATE 14� ,SP4 / -- 3 o turn See End Brace shown � 3'-6" I� ry Rod above for brace details 11 _ - -`- Ifor BRACE - To be used when horizontal _�___ _ _ Wr 10;12 or W alignment changes 15°or more ;) 1�1 -+112 �-►�12"�- DOUBLE SWING GATE LINE BRACE - To be used when vertical (TO BE USED WHERE SWINGING CLEARANCE IS L1MfTED) r alignment changes t5" or mor e. round Line ! 075 TOP HINGE PLUNGER BAR 1S..I�-; 75 1' CATCH 'R(T l 0 12 END, GATE,OR CORNER FS4 ALTERNATE POST WITH STRETCHER J LATCH FORK ALTERNATE CORNER, LINE5POST BAR ATTACHMENT __m_ 500 ENO, OR GATE POST Maxium Spocirq Between Braces BOTTOM GATE ( See Detail A) CORNER d HINGE i•IT "1 Fobric (j ATTACHMENT I' BOTTOM HINGE fl(14 - woven into lock ric to e Alternote anchor devices t loops for entire may be used in lieu of ' length of post setting post in concrete. Fittings shown are suggested Devices shown ore only Similar designs meeting ALTERNATE BRACE tee General N only. the approval of the Engineer DETAIL A See General Notes. I( may be used ALTERNATE ANCHOR DEVICES nd Line STANDARD FENCE SPECIFICATION REFERENCE CHAIN LINK 242 507 502 04 VIRGINIA DEPARTMENT OF TRANSPORTATION I NO. I REVISIONS BY I APP. I DATE FE-WI,W2 CORNER BRACE LINE BRACE LINE BRACE AT END LOCATION __-__.-____Lines -__ The broce wire to be placed around posts; with one wire on each side 5 (Exclusive of fabric ) of brace Wire lobe drown rout by twisting between brace and each 1+ 6" post. This applies to all brace wires ex 4"Goat Steel Dowel ;� Diagonal 4"braces to be placed in direction of pull (Ea End all Fkxiz Brace Post to be notched for diagonal 4"braces All 4 "diagonal braces to t� - j � 6" FE, WI lime two galvanized 12d nails at each end 12"-FE- W2 _4 Point Bar -�j 6 .i G• 6 " 3+ -4I-. 4" Wire jI` t�f- iii Ili +n 19Wife -- (n Twisted00 - Brace ti O 3 it i orrer Post i4 B 0.. ,}j 3.. Ground Ure i I 3 ct i� ✓ a 12'0� h_ Pay Lines Brace 1 i, Typical Spacing all Line (Exclusive of Fobric)H Post Posts '—lusi lines brie) l_me Post (Exclusive of Fabric) IF NOT OTHERWISE NOTED DIMENSIONS A ND DE SC RIPT IONS SHOWN ONONE DRAWING APPLY TO OTHER DETAILS sL2;xZZxjPostwilhL2x2xx7'O"Braces WITH THE SAME POST TYPE or 2} 00 Post 0365 = 5 % Ibs/ft withll- 0DBraces ®2.27i5%lbs/ft �!.' 6"FE-W1 6" 3 ► 12"FE- W2 ___4 Point Barbed Wire ■ 1 16 ' TTTF Q F— r, o C W 0 3n v, ' it Crround l7 u ■ Line I 'I �C- 112' �2"x12"x 12" (Cone Block j ! .: A -' - �' x Stretcher Post 12�-O�C••C Cant Black � 12"�— Line Post -----"I other Post (See detail below) (Typical Spacing between all O Line Posts It M �Cnnuele Fooling NOTES Lire posts are to be of the SEE GENERAL NOTES types shown or equivalent o L2 x 2x to he L1. 2zx2x4 FENCING FOR ADDITIONAL meets the M to fit aoound ;2 l bracket DETAILS AND INSTRUC- Engineer approval of the L2J x21 xx stretcher bolted Ia stretcher post post TIONS All posts are tohave a 1 minimum weight of 1.25lbs J per fool. o> A miremum of five clamps for attaching fabric to post are T' to beincluded in cost of Y1� each line post. I For use in lieu of sett posts in concrete Devices ALTERNATE Flopped"U" n9 Type T"Type shown are representational only See General Notes METHODS OF ATTACHING ANGLE METAL LINE POST ALTERNATE ANCHOR DEVICES BRACES TO STRETCHER POWS STANDARD FENCE SPECIFICATION REFERENCE WOVEN WIRE FABRIC 242 507 502.02 VIRGINIA DEPARTMENT OF TRANSPORTATION 236 Unless tolled for on the plans at directed by the Engineer, fence grounding will berequired only Cost for furnishing and placing all grounding materials is to be at the following locations included in price bid per linear foot of fence. Metal fences, including plastic tooted fence fabric, Details shown hereon are to apply to all fence types Lawn fences shall have grounds installed of points 50' beyond will be grounded only when recommended by the Engineer. the overhead points of outside conductors of 500 KV and above high voltage lines passing above the fence line If the conductors of the high voltage line ore parallel to and within 40' of the fence line as measured horizontally, additional grounds shall be installed at 50'maximum intervals along the porolled section of fence Far chain hnh some grounding, see detail below ELEVATION NOTES FE -6 Approximate materials per nstaHnhon: round by 8 long copper ctlod ground rod f round rod clomp 1 7'-0"as 6AWG solid copper wire 3■compression connectors (suitable for copperdoluminurrd *Minimum 3 connectors for 47" fence fabric to be secured to top, bottom, and one intermediate horizontal we strand One additional connector to be furnished for each strand of burbed wire On barbed wire insiollotions,one connector is to be furnished for each strand. Ground wire is to be in contact with horizontal wire of fence by compression connectors as shown. Ground rods to be located on post side of fence and as close as possible to post and hence round by ---4 I 1 gclod ` laig copper ground rod I 1 , I( t I ELEVATION ) dio cadmium plated plus gold chromoted 6"2 l ---- steel U-Bolt and Nut, tt 6 AWG Copper Fence Fence_ I V Compression type connector Cast bronze _ Post 3 attachments Post Copper ground wire round rod clomp plain finish per grounded Drill 9 To post located p _- top, middle,ond Copper boltcopper lug bottom. DETAI L A Copper ground wire ALTERNATE DETAIL FOR GROUNDING STEEL POST OF CHAIN LINK FENCE SPECIFICATION STANDARD METHOD OF FENCE GROUNDING REFERENCE 507 VIRGINIA DEPARTMENT 236 o/ TRANSPORTATION 502.07 DEL TA AIRPORT CONSULTANTS INC. f engineers - planners Richmond, Virginia Charlotte, North Carolina 24' 11'_6" LATCH POST 11— 4" MIN. O.D. �o o A o PLAN VIEW A --{ 14" I— 3 . PSI CONCRETE —I 14"" I— —1 14"" I — TRACK MEMBER 2 2" x 5" STRUCTURAL TUBE KenneM, Y✓. Yrr,er P.E. Reg. No. 12'? 5 ��FSSIONAL ENC'\� 2"x5"EX TRUCK A� HANGER A`. 2" x 2" � SECTION A -A SECTION B-B MANUAL 24' SLIDING GATE DETAIL N TS GATE SCHEDULE GATE OPENING Ux) TYPE G - 1 14' SINGLE SWING G- 2 3' SINGLE SWING G- 24' MANUAL_ SLIDE G- 4 3' SINGLE SWING FENCE DETAILS WINCHESTER REGIONAL AIRPORT SIN. O.D. E POST (TYP) 9439DETL.DWG SH T2 DRAWN BY: JOB NO. NTM/LVE VA 9439 DESIGNED BY: SHEET JBP/MDK SCALE: OF 9 NONE DATE: 14 NOVEMBER 1994 SEDIMENT AND EROSION CONTROL NARRATIVE AND NOTES 1. PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT AT WINCHESTER REGIONAL AIRPORT IS TO PREPARE A BUILDING SITE AND PARKING FOR A PROPOSED AIRPORT HANGAR. MATERIAL FOR THE ONGOING TAXIWAY RELOCATION AND APRON EXPANSION WILL BE INCORPORATE INTO THE IMMEDIATE CONSTRUCTION AREA. RUNOFF FROM DISTURBED AREAS WILL INITIALLY BE ROUTED THROUGH A SYSTEM CONSISTING OF 2 EXISTING WATER QUALITY BASINS, 1 NEW TEMPORARY SEDIMENT BASIN AND 3 NEW TEMPORARY SEDIMENT TRAPS. If EXISTING SITE CONDITIONS THE SITE IS AN AREA OF GENTLE TO STEEPLY SLOPING TERRAIN. APPROXIMATELY 80 ACRES OF THE SITE WILL BE DENUDED DURING THE CONSTRUCTION OF THIS PROJECT. UNDISTURBED AREAS OF THE SITE ARE EITHER PAVED OR COVERED WITH AVERAGE TO HEAVY GRASS. THERE ARE SOME BRUSHY OUTLYING AREAS. Ill, ADJACENT PROPERTY RESIDENTIAL AREAS, AVERAGE 1 ACRE LOT SIZE, BORDER THE CONSTRUCTION SITE ON THE WEST. AGRICULTURAL AREAS ARE LOCATED TO THE SOUTHWEST AND A GOLF COURSE TO THE NORTH. AIRPORT PROPERTY BORDERS ON THE EAST. ALL PROPERTY TO THE SOUTH AND WEST IS TARGETED FOR COMMERCIAL DEVELOPMENT. IV. SOILS THE FOLLOWING SOIL TYPES ARE FOUND IN THE CONSTRUCTION AREA: 1C - BERKS CHANNERY SILT LOAM, 7 TO 15 PERCENT SLOPES, MODERATE PERMEABILITY, MEDIUM TO RAPID RUNOFF, MODERATE EROSION HAZARD. 3B BLAIRTON SILT LOAM, 2 TO 7 PERCENT SLOPES. MODERATE PERMEABILITY, MEDIUM RUNOFF, MODERATE EROSION HAZARD 96 CLEARBROOK CHANNERY SILT LOAM, 2 TO 7 PERCENT SLOPES, MODERATELY SLOW PERMEABILITY, MEDIUM RUNOFF, MODERATE EROSION HAZARD. 9C CLEARBROOK CHANNERY SILT LOAM, 7 TO 15 PERCENT SLOPES, MODERATELY SLOW TO SLOW PERMEABILITY, MEDIUM TO RAPID RUNOFF, MODERATE EROSION HAZARD. 41 D - WEIKERT-BERKS CHANNERY SILT LOAM, 15 TO 25 PERCENT SLOPES, MODERATELY RAPID PERMEABILITY, RAPID SURFACE RUNOFF, HIGH EROSION HAZARD, V. SEDIMENT AND EROSION 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 EDITION, DATED 1992, AS AMENDED. THE COST FOR MATERIALS, CONSTRUCT40N, MAINTAINING AND REMOVAL OF EROSION AND SEDIMENT CONTROL MEASURES SHALL (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 15 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. SOIL STABILIZATION MUST ALSO BE APPLIED WITHIN 15 DAYS TO DENUDED AREAS WHICH MAY NOT BE AT FINAL GRACE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 60 DAYS. SOIL STOCKPILES MUST BE STABILIZED OR PROTECTED WITH SOIL STABILIZATION AND/OR SEDIMENT TRAPPING MEASURES TO PREVENT SOIL LOSS. 3. 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 AND STANDARD 3.08, CULVERT INLET PROTECTION) 4, THE CONSTRUCTION OF NON-EXEMPT (REF: VESCH, PAGE 111-F) UNDERGROUND UTILITY LINES SHALL BE SUBJECT TO THE FOLLOWING CRITERIA: (A) NO MORE THAN 500 FEET OF TRENCH ARE TO BE OPENED AT ONE TIME; (8) WHERE "CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS, EXCAVATED MATERIAL IS TO BE PLACED ON THE UPHILL SIDE OF TRENCHES; AND (C) TRENCH DEWATERING DEVICES SHALL DISCHARGE IN A MANNER WHICH WILL NOT ADVERSELY AFFECT FLOWING STREAMS, DRAINAGE SYSTEMS OR OFF - SITE PROPERTY. 5. PERMANENT SEEDING COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. 6. 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 THROUGH THE USE OF TEMPORARY CONSTRUCTION ENTRANCES (VESCH STANDARD AND SPECIFICATION 3.02). WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE SWEPT OR MANUALLY REMOVED AND PLACED IN A DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN 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, 7. PROPERTIES ADJACENT TO THE PROJECT SITE SHALL BE PROTECTED FROM SEDIMENT DEPOSITS. PARTICULAR ATTENTION AND EMPHASIS SHALL BE PLACED ON PROTECTING THE WETLAND AREAS LOCATED WITHIN THE PROJECT SITE. 8. SEDIMENT TRAPS, DIVERSION DIKES, SILT FENCE, 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 15 DAYS OF INSTALLATION. 9. 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. ALSO, GRASSED DRAINAGE DITCHES WHICH ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF CONSTRUCTION SHALL BE STABILIZED BY THE CONTRACTOR USING JUTE MESH OR OTHER APPROPRIATE STABILIZATION MEASURES. ADDITIONAL SLOPE AND DITCH STABILIZATION ARE CONSIDERED AS NO PAY ITEMS, 10. ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL PRACTICES MUST BE MAINTAINED AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. 11. CUT AND FILL SLOPES SHALL BE ROUGHENED IN ACCORDANCE WITH VESCH STANDARD SPECIFICATION 3.29, 'SURFACE ROUGHING". 12. THE CONTRACTOR SHALL INSTALL AND MAINTAIN A SYSTEM OF STANDARD VESCH (FD 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. NO. REVISIONS BY APP. DATE 13. ALL TEMPORARY 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. TRAPPED SEDIMENT AND OTHER DISTURBED SOIL AREAS RESULTING FROM THE POSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 14. THE CONTRACTOR SHALL BE REQUIRED TO OBTAIN AN EROSION AND SEDIMENT CONTROL PERMIT FROM THE COUNTY OF FREDERICK. 15. TEMPORARY SEEDING SHALL BE IN ACCORDANCE WITH STANDARD AND SPECIFICATION 3.31 OF THE VIRGINIA EROSION AND SEDIMENT CONTROL. HANDBOOK, 16. SEDIMENT REMOVAL FROM THE EROSION CONTROL STRUCTURES SHALL BE DISPOSED OF IN AREAS PROTECTED BY EROSION CONTROL DEVICES OR AS ORDERED BY THE ENGINEER. V1. STRUCTURAL PRACTICES TEMPORARY CONSTRUCTION ENTRANCE - 3.02 THIS DEVICE SHALL BE INSTALLED AT ALL POINTS OF CONSTRUCTION ACCESS TO PUBLIC ROADWAYS, MAINTAINED AIRPORT ROADWAY AND TAXIWAYS. SILT FENCE - 3.05 THIS DEVICE WILL BE INSTALLED IN THE LOCATIONS SHOWN ON THIS PLAN. STORM DRAIN INLET PROTECTION - 3.07 ALL STORM DRAIN INLETS DRAINING DISTURBED AREAS SHALL BE PROTECTED DURING CONSTRUCTION. CULVERT INLET PROTECTION - 3.08 ALL CULVERT INLETS DRAINING DISTURBED AREAS SHALL BE PROTECTED DURING CONSTRUCTION, SEDIMENT TRAPS - 3.13 THESE TRAPS WILL BE INSTALLED AT THE LOCATIONS SHOWN ON THE SEDIMENT AND EROSION CONTROL LAYOUT PLAN. THEY WILL REPRESENT A SMALL PONDING AREA FORMED BY CONSTRUCTING AN EARTH EMBANKMENT WITH A GRAVEL OUTLET ACROSS A DRAINAGE SWELL. THE PROPOSE OF THE TRAPS IS TO HOLD SEDIMENT LADEN RUNOFF SO THAT MOST OF THE SEDIMENT WILL SETTLE OUT. OUTLET PROTECTION - 3.18 THIS DEVICE WILL BE INSTALLED AT THE LOCATIONS SHOWN ON THE PLANS. THE PURPOSE OF THIS DEVICE IS TO PREVENT AT STORI'AWATER OUTLETS, TO PROTECT THE OUTLET STRUCTURE, AND TO REDUCE THE VELOCITY OF CONCENTRATED STORMWATER FLOWS. CHECKDAMS - 3.20 THIS DEVICE WILL BE INSTALLED AT THE LOCATIONS SHOWN ON THE PLAN. THE DEVICES WILL BE USED TO REDUCE THE VELOCITY OF CONCENTRATED STORMWATER FLOWS, THEREBY REDUCING THE EROSION IN NEWLY CONSTRUCTED SWALES AND DITCHES. VII. VEGETATIVE PRACTICES 1. TOPSOIL STOCKPILE - 3.30 TOPSOIL SHALL BE STRIPPED, STOCKPILED AND THEN REDISTRIBUTED OVER THE AREAS TO BE PERMANENTLY SEEDED UPON REACHING FINAL GRADE. TOPSOIL STOCKPILE LOCATIONS SHALL BE APPROVED BY THE ENGINEER. SURPLUS TOPSOIL SHALL BE REMOVED TO THE WASTE AREAS. 2. TEMPORARY SEEDING - 3.31 THE TEMPORARY DIVERSION DIKES, TOPSOIL STOCKPILES, AND ALL AREAS TO BE ROUGH -GRADED DURING THE INITIAL PHASE OF CONSTRUCTION SHALL BE SEEDED WITH FAST -GERMINATING, TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING. SELECTION OF THE APPROPRIATE SEED MIXTURE WILL DEPEND UPON THE TIME OF YEAR IT IS TO BE APPLIED. VIII. 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 BE 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. IX, 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 SPECIFICATION T- 901 AND T-908. X. STORMWATER MANAGEMENT CALCULATION OF RUNOFF BEFORE AND AFTER DEVELOPMENT INDICATES THAT THERE WILL BE INCREASES IN RUNOFF PEAK AS A RESULT OF ULTIMATE DEVELOPMENT, CONSEQUENTLY, STORMWATER DETENTION FACILITIES ARE DESIGNED TO RELEASE EQUAL TO OR LESS THAN THE 10 YEAR PREDEVELOPED DISCHARGE AND STORE EQUAL TO OR MORE THAN THE 10 YEAR POST DEVELOPED PEAK STORM EVENT. XI. 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 SEDIMENT TRAPS WILL BE CHECKED REGULARLY FOR SEDIMENT CLEANOUT. 2. THE GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT CLEANOUT. 3. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A, GOOD STAND IS MAINTAINED. AREAS SHOULD BE REPAIRED AND RESEEDED, AS NEEDED. 4. THE SILT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION. 5. THE SEDIMENT TRAPS WILL BE CLEANED OUT WHEN THE LEVEL OF SEDIMENT BUILDUP HAS FILLED ONE HALF OF THE VOLUME OF THE RESPECTIVE TRAP. STONE CONS'TR UC'TION ENTRANCE C E 3.02 7Q' MIN. EXISTING EXISTING GROUND A FILTER CLOTH o MIN_ 1 Al SIDE ELEVATION 12, MIN. " 70, NIN. 8 WASHRACK (CPTIONAL) 1 1 1 1 1 ' LVDOT $1 ~� POSITIVE DRAINAGE COURSE AGGREGATE a I TO SE01MENr TRAPPING DEVICE 1AUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN LAN VIEW 1 WIN. SECTION A -A PAVEMENT 3' r 5:1 MOUNTABLE BERM (CPTICNAL) liKAIN W'AL- SECTION B-B C0_1%rSTR UCTION OF A SILT FENCE WITHOUT WIRE SUPPORT) 1, SET THE STARS. -'" 2. EXCAVATE A 4"X 4" TRENCH I SF 3.05 r UPSLOPE ALONG THE LINE OF STAKES. 6'MAX. IL FLOW 3 STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH w__ 4" 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. � G FLOW A SHEET FLOW INSTALLATION (PERSPECTIVE -VIEW) I FLOW I _ POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SILT FENCE CULVERT INLET PROTECTION CIP 3.08 ENCWALL 1---7T TOE OF FILL -� i -_ CULVERT 1 i I 1 1 31 I 01 � 1 1 � 1 1 I I � I � I I I I I I i I --- --------- TOE OF FILL SILT FENCE DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT LFLOW OPTIONAL STONE COMBINATION tA' I t.s• 4I FLOW VDOT 13, J357 OR #5 COARSE AGGREGATE TO REPLACE SILT FENCE IN " HORSESHOE WHEN HIGH VELOCITY OF FLOW IS EXPECTED 2.5' CLASS I RIPRAP BLOCK AND G RA L E L DR O P I A_L E T SEDIME A-T FIL TER IP 3.07 WIRE SCREEN -- �-- CONCRETE BLOCK w' 'oil ------------- 7.)� Wipe SORE-N - 1_ E.REC WA7_= RUNOFF ;y � WATER 5E01SEDIMENT 11 - :C�IMEVT SPECIFIC '.:�: LICATION THIS METHOD OF INLET PROTEC ION 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 113, 735; OR #5 COARSE AGGREGATE DEL TA AIRPORT CONSULTANTS, INC. engineers -planners Richmond, Virginia Charlotte, North Carolina ----_ OvE=F' Ow �- - LT If f� K..46 61 _.'Sroa►1Ter P.E. iz "I v� ASS/ONAL tNC�\ • �`-,=cam r<r`" R. 0 CK CHE CK DA M CD 3.20 2 ACRES OR LESS OF DRAINAGE AREA: 6" 3' FILTER CLOTH (OPTIONAL) r (DOWNSTREAM VIEW) V D 0 T 71 COARSE AGGREGATE � �" w " FLOW 21 3' e_ 1� CESIGN HIGH WATER (25-YR. STORM ELEV.) 0.5' 1 67 C.Y./ AC. T DRY " STORAGE 67 C.Y./ AC. WET " STORAGE C11 MIN. .0' MIN. 1.0' - 703.00 CREST ERING DEICE SEDIMENT CLEANOUT POINT L J DESIGN ELEVATIONS WITHOUT EMERGENCY SPILLWAY (RISER PASSES 25-YR. EVENT) BLOCK c�c GRAVEL CURB INLET SEDIMENT FILTER CURE INLET WIRE SCREEN \ GRAVEL FILTER ---- - �� WATER WITH OVERFLOW SEDIMENT - ScOfMENT � '�,, WIRE SCREEN i 2" X WOOD STUD - CONCRETE ELOCK FILTERED WATER CURB 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 73, #357 OR #5 COARSE AGGREGATE SEDIMENT & EROSION CONTROL WINCHESTER REGIONAL AIRPORT 706.00 9439ERO.DWG SH T1 DRAWN BY: JOB NO. NT1M/LVE VA 9439 DESIGNED BY: SHEET MDK/JBP 10 SCALE: NONE Of 14. DATE: NOVEMBER 1994 1-1/2 COLORS: LEGEND, CIRCLE, DIAGONAL -RED BACKGROUND - WHITE LETTER P, BORDER -BLACK NO PARKING FIRE LANE SIGN DETAIL HANDICAP PARKING SPACE (TYP.) (SEE DETAIL) D A DVIAIn DI n! VC /"`rAITrD 12"X18" "NO PARKING FIRE LANE" SIGN . 1 REVIEW AGENCY REVISIONS 2 PLANNING DEPARTMENT REVISIONS 6 VDOT COMMENTS Q FIRE MARSHALL COMMENTS/GENERAL I NO. I REVISIONS 12"X18" "NO PARKING FIRE LANE "SIGN AT PC PROPOSED HYDRANT — 5'— ( TYP. ) 12"X18" "NO PARKING FIRE LANE"----/ SIGN AT BEND PT. MDK KWB 2/1/95 MDK KWB 2/15/95 JCL KWB 4/17/95 JCL KWB 5/12/95 BY I APP. I DATE 13 SPACES ® 10' \-1 SP.9 16 AIRPORT ROAD (S.R. 645) _ .--- --- . ___ ._- -__ ___ ____ _______ __. I I i i I I I I 1 I i I ... .......... 11 SPACES ® 10' PROPOSED HYDRANT (OUT SIDE S.R. 645 RIGHT-OF-WAY) I I CENTER SYMBOL IN STALL TYP. ) R—L.J (R=4') HANDICAP PARKING SPACE MARKING N TS NOTES: 1. DIMENSIONS SHOWN IN PARENTHESIS () APPLY TO VAN ACCESSIBLE SPACES ONLY. 2. HANDICAP PARKING SYMBOLS SHALL BE BLUE ON A WHITE BACKGROUND. 3. HANDICAP HATCHING SHALL BE 3" WIDE AND BLUE IN COLOR. 4' FIRE LANE HATCHING N TS NOTES: 1. FIRE LANE HATCHING AND BORDER SHALL BE 3" WIDE AND YELLOW IN COLOR. MARKING NOTES: 1) ALL PARKING SPACE LINES SHALL BE 3" WIDE AND WHITE IN COLOR DEL TA AIRPORT CONSULTANTS, INC. engineers - planners Richmond, Virginia Charlotte, North Carolina '(BRneth W. $rummer P.E. Reg. No. I?995 �SS�O� a L ENC'\ z 3/8 1 1/2 2C 1 2C 1 NOTES: LEGEND AND BORDER - GREEN WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - WHITE ** SYMBOL TO BE STANDARD PER MUTCD. HANDICAP PARKING SIGN DETAIL N TS 1. J 4.0' NOTE: SYMBOL SHALL BE FIELD LOCATED IN HANDICAP PARKING STALLS PRIOR TO PAINTING HANDICAP PARKING PAVEMENT SYMBOL N TS 30 0 30 60 1 "= 30' SCALE FEET MARKING LAYOUT AND DETAILS WINCHESTER REGIONAL AIRPORT 9439MARK.DWG SH T1 DRAWN BY: JOB NO. NTM/EVE VA 9439 DESIGNED BY: SHEET MDK/JBP 11 SCALE: 1 1) = 30Of DATE: 14 NOVEMBER 1994 EP-1 -LEAK DETECTOR STANDARD LD I SECTION ENCASEMENT PIPE W/ CARRIER PIPE VARIES T YP. - � 6' _� � t NOTCH WIDTH TO MEET BANDING REOUIRFMFNT -- NOTCH SKIDS TO PREVENT BANDING FROM BEING CUT AS PIPE IS PLACED IN THE BEVEL SKID ENDS CASING TIMBER SKID --STAINLESS STE:E:L. STRAP 3 1/?• MIN. GONE. NR SEE[( -- ENCASEMENT PIPE- -- CARRIER F?IF'E // STAINLESS STEEL STRAP uni NOTCH D2 WOOD BLOCKING -"@} 8' MIN, THICK BRICK L MORTAR PLUG TYPE 'A' TYPE 'B' ENCASE- STEEL ENCASEMENT PIPE MENT PIPE MINIMUM THICKNESS COVER TO 15 FEET COVER 15 FT. 6 OVER _ 12' - 1 / 4' - - -- ---�- _ MIN. 5/16' - _-USE 18' 1/4' 1/4' 24 -30-- _ - ' ---3/8'- -- 48'_ _ _7/16• 7/16' - 54• - - __ 7/16�-___ --7/16'. 60' 7/16' 7/16' GENERAL NOTES' 1. TIMBER SKIDS SHALT. BE tOCUST, CYPRESS, PRESERVATIVE TREATED HARDWOOD, OR UTFIER MATERIAL APPROVED BY THE ENGINEER. PRESERVATIVE SHALT_ CONFORM TO SECTION 236 OF THE SPECIFICATIONS. P. ME IAI_ STRAPS AND ( APS HOLDING BLACKING TO CARRIER PIPE SHALL BE STAIN(FSS STFEL WITH A MINIMUM CROSS SECTION OF 0.014 SO, IN, STRAP SPACING SHALL. BE A MINIMUM OF TWO (2) BANDS PER SKID LENGTH. 3. STEEL ENCASEMENT PIPE SHALL BE GRADE B AND SHALL CONFORM TO SECTION 232.02 (C)7 OF THE SPECIFICATIONS. 4. CARRIER PIPE SHALT_ BE PUSHED OR PULLED THROUGH 114E ENCASEMENT PIPE SO THAT JOINTS ARE At -WAYS BEING COMPRESSED. 5. CARRIER PIPE SHALL BE WRAPPED WITH TAR PAPER AT MASONRY PLUG. 6. MASONRY PLUG SHALL BE WATERTIGHT. 7. CONCRETE PIPE FOR 11 20 LIVE LOAD AS PER STANDARD PC --I. S. ENCASLMENT PIPE SHALL. BE BEDDED (N ACCORDANCE WITH STANDARD PBA. CONCRETE OR STEEL ENCASEMENT PIPE L,T 4 - VIR(.INIA 1)FPAUIMENT IIF 7WAN1;PIIPTAT{fEN RB I NOTE, PAINT ALL EXPOSED 2/3 D,8' MIN.- STEEL WITH TWO COATS BEND OF A WATERPROOF BITUMASTIC COMPOUND. BEND D - ALL CONCRETE SHALL D BE CLASS A-3 213 D,8' MIN._ _ T 4 W ___ A POUR TU V _ TEE UNDISTURBED E L 4.- EARTH PLAN POUR TO SIDE VIEW PLAN UNDISTURBED EARTH DIA. ---POUR TU UNDISTURBED EARTH D C D/4 -� _ --� D/4 T�- = L . �-�- � - 4' MIN. 4 G B _ { D/4 _. - • - f B U •, j D/4 F CONCRETE REACTION _ F D/4 DIA. BLOCK C[NCRETE REACTION BLOCK SECTION SECTION ECTION HORIZONTAL BENDS UPPER VERTICAL TEES 11 1/4' - 45' BENDS POUR TO UNDISTURBED PLUG EARTH - OR CAP j O _ C6- - D y'i •ND AD_ PI -AN Pi -AN POUR TO UNDISTURBED 1. -POUR TO E-ARTH --� PLUG OR CAP - UNDISTURBED EARTH ' ° j 45�A� p • p^ I ^ D pe; M DIA, ' i • •' - -CONCRETE REACTEONf BLOCK R SECTION SECTION PLUGS HORIZONTAL BENDS90° __ H IZONTABEN ----- - UPPER VERTICAL BENDS -- - -- - - PLUGS -- ---- ---- HORIZ_BENDS TEE DIA, 11 I/4 ° 22 112" _45° _ 1 1/4* / ° 45° _ - 90' BRANCH A B C A B C A B C E F' G E F G _ F G _--- L M N _ 0 P R S T U V V 4 .50 .59 .75 .75 _58 _75 �. _58 .75 ,5 .58 _.5B .75 .58 .58 1.25 .58 5 5A 1.17 1.50 1.17 1.17 L_67 A? .75 •67 .75 .50 .50 .58 .75 .75 .75 1.25 .75 .50 .58 .5_ .75 .58 .58- 1.25 .58 .5 .50 _1 1,- 5g 1.17 1.17 1.67 75 .67 .75 .50 8• A .67 .75 1.00 j .75 2.00 -6/ _75 .67 .67 58 100 .67 .67 2. .75 __B_ .67 1-50 2.25 I.S 1,50 1.75 1.75 .50 _75 •83 1.00 1.00 1.25 .67 .67 0' .83_ .75 .75 ,75 .83 Z-Q 7 .92.83, .75 .6 1.50 .83 .67 2.0 .75 .8 .67 2.- 2.50 1•6 2.08 .50 2' AQ .7 .7 2.92 __9 .6 711,7 5 _.0 .67 2.5 .9 .9 - 2.&-_251 2.00 2.50 1.92 .59 1.00 1.25 1,42 .67 1.17 , 7 1.25 .4 1. 1.00 7 .83 .75 3.3 1.2 1. 2.9 4.17 2.09 3.00 2.17 .83 ,17 1.67 1.83 .83 0' LkL 1,17 1.00 3.17 1,17 1.33 4.75 1.50 1.83 1.6 1.17 .83.3.00 (7 I.00 4.17 1.50 1.50 1.3 3.75 5.17 3.50 3.8 1.00 1.33 2.0 2.25 1.17 24' 2.00 _1.33 4.00 1.50 8 1.67 1.92 2.0 1.33 1.00 3.50 13 00 5.00 ,7 1.7 1.6 4.33 6.25 4.6 4.00 3.00 1_00 2.50 2.67 1.33 1.50 1.08 5.00 1.75 7_95 2.00 .iL 2.5 1.58 1.08 4.17 -1. LOB 6.2 2.2 2.2 2 0 5 4 7. 5.7 6.63 5.00 3.8 1.17 1,Z5 3.08 3.92 1.83 3b' 3.00 1.92 .75 00 I3 9 2.50 3.33 1.58 1.17 5.33 2.00 7 7.� 0 2.00 6.5 9.00 6.00 4.83 1.17 2.00 3.75 ,92 1.83 REACTION BLOCKING WATER AND SANITARY SEWER FACILITIES 1402.01 - ✓IRr INIA DEFAP'M(_N' 9f TRAN' "• . ' !'1 1 NO. I REVISIONS BY APP. DATE SHEET 1 OF 3 1 FH I MAIN - TEE OR CROSS MECHANICAL_ JOII ONLY !FADED TIE BAR\ TYPE 1 RESTRAINT NU?E� RODS MAY BE INSERTED THROUGH BOLL HOLES IN LIEU OF USING TIE-BEILTS. IF USED, KEEPER NUT L WASHER MUST BE INSTALLED BEHIND GLAND. �110701 1IN TEE OR CROSS MECHANICAL JOINT ONLY -RETAINER GLANDS GASKET -GASKET - 6' VAL VE MAX - -- VARIABLE ----'i TYPE 2 RESTRAINT FINISH (GRADE AGGREGATE 025 OR 26 7[T EXTEM1 ABOVE VEEP HCDLE �-.- 15 -OT x (] oCn 0 Q.OI BLOCKING UNDISTURBED SOIL CLASS A-3 CONC. 10 UNDISTURBED SOIL FIRE HYDRANT VIRGINIA DEPARTMENT (IF TRANSMIRTATION TIRE ATED 2 - X 4 - V FTM TOP 6' PAMED BLUE rirm CON" SET 2' ADM VAR E S AS I�Ol1 RED F N. OR ADf PR OR 1 i - TO SOD0*415 16 -21 MITER 11TY OTHERS 3' STOLE PEDDOC P,E Box CORP% AT ION S TOP SkVd OU ND NO BOX � i0 Ofiv MN. - - DECX VAi YE V TTH DR A IN V AL V'E 8' MN Y ola VALVE `' MIN 1 6- STOLE BEDONG 140 TE EX AC T L OC A T M OF METER BOX ASSFTBL Y TO SE APPROVED PRIOR TO OCT ALL ATION 1, HYDS TO BE SET WITH BURY LINE PUSITIONED AT GRADE WITH NOZZLES SET AS INDICATE D ABOVE, 2. WHEN SET BEHIND CURB THE HOSE NOZZLES ARE TO BE PARALLEL OR AT RIGHT ANGLES TO THE CURB, WITH THE PUMPER NOZZLE FACING THE CURB. 3 BAWL (IF THE HYD. TO BE. BLOCKED AGAINST UNDISTURBED EARTH WITH CLASS A-3 CONLREIL OR AS DIRECTED BY TILE ENGINEER 4. FIRE HYDRANTS SHALI HAVE TWO 2 112 INCH HOSE NOZZLES AND THE SIZE OF THE PUMPER NOZZLE L TYPE OF OPERATING NUT SHALL BE AS SPECIFIED ON THE PLANS. COMPACTED BACKFILL INITIAL BACKFILL SEE SECTI❑N 520,03 VD❑T SPECS AGGREGATE #57 OR 58 3EDDING 12' MIN, Q� ❑. D. O \ 4' MIN, !-- ❑.I), + P4' TYT'E ' X " COPP£R T1 a NG CONT P#_K A WITHOUT JOWTS FROM MAN TO METEF \\ LIMITS OF SITE CONTRACTORS RESPONSIBILITY BEGINS HERE WATER METER NOTE. FCSA TO BRING CERVISE TO PROPERTY LINE W/METER BOX. TYPE 3 VDOT UB-I BEDDING DEL TA AIRPORT CONSULTANTS i INC. engineers - planners Richmond, Virginia Charlotte, North Carolina Kwnre+ W. Brommer P.E. Reg. No. t 2M �FSSION AIL LID MARKED "SEWER" INSTALL FLUSH WITH FINISHED SURFACE UTILITY NOTES 1, CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT AND PERFORM ALL WORK INCLUDING RESTORATION FOR THE COMPLETED INSTALLATION OF THE UTILITY SYSTEMS AND OTHER IMPROVEMENTS SHOWN OR IMPLIED AS NECESSARY FOR THE COMPLETED FACILITY READY FOR USE, UNLESS OTHERWISE NOTED SPECIFICATIONS FOR ALL WORK TO BE IN ACCORDANCE WITH APPLICABLE STANDARDS AND CONSTRUCTION SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION, VIRGINIA DEPARTMENT OF HEALTH, FREDERICK COUNTY SANITATION AUTHORITY AND THE CONTRACT DOCUMENTS. 2. NEW WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. THE CONTRACTOR SHALL COORDINATE WITH THIS AGENCY AND ARRANGE FOR AN INSPECTION BY THE COUNTY AS NECESSARY. 3, EXACT LOCATIONS FOR SEWER AND WATER SERVICES TO BE DIRECTED BY FREDERICK COUNTY SANITATION AUTHORITY INSPECTOR IN THE FIELD, THE CONTRACTOR TO PROVIDE ASSISTANCE AS THE INSPECTOR MAY REQUIRE IN THIS EFFORT. 4. TEMPORARY TERMINATION OF SEWER LINES SHALL BE PLUGGED WITH A WATER TIGHT PLUG. THE END OF THE LATERAL SHALL BE MARKED WITH A TREATED 2 X 4 POST EXTENDING FROM THE PLUG TO 18' ABOVE THE GROUND, THE TOP 6" OF THE POST SHALL BE PAINTED GREEN. SEWER LATERAL ELEVATIONS TO BE COMPATIBLE WITH GRAVITY SERVICE TO PROPOSED BUILDINGS AS SHOWN IN THE ARCHITECTURAL DRAWINGS. 5. THE FREDERICK COUNTY SANITATION AUTHORITY (FCSA) IS RESPONSIBLE FOR THE INSTALLATION OF WATER METERS. BEFORE A PERMANENT METER IS SET THEY WILL REQUIRE 1. THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR. 2. FRAME AND COVER TO BE SET TO FINAL GRADE OF THE LOT. 3 DISTANCE BETWEEN TOP OF COVER AND YOKE BAR BETWEEN 18' AND 21" 4 ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPERLY WORKING ORDER. IT IS THE CONTRACTORS RESPONSIBILITY TO HAVE THE METER BOX INSTALLED CORRECTLY, FIN FORCE MAIN PROVIDE AND INSTALLED BY FCSA TREATED 2"X4" POST WITH TOP 6" PAINTED GREEN STANDARD F.C.S.A. SKID PAD LID MUST BE MARKED 1 " 20"X2O'X12"-CL. A CONC. •SEWER" I 18 ISHHEC GRADE CAST IRON ROADWAY BOX C.I. ROADWAY BOX BY TYLER PIPE ITEM NO. 143-R ADJUSTABLE LOCATE LEVEL & PLUMB f 36 36"-48" THREADED SHAFT OVER 2" OPERATING NUT f IN ADJUSTMENT ONLY LID MARKED -SEWER 2" BALL VALVE W/ 2" sp SQUARE OPERATING NUT SDR 21 SDR 21 LIMITS OF SITE f" CONTRACTORS LMIF' GASKETEU RESPONSIBILITY / BEGINS HERE COUPLING ADAPTERS SOLVENT SADDLE I WELD CAP FIP/ GASKETED COUPLING ADAPTER LATE F SKID PAD 20"X20"X12" CL. A CONC. INSTALL FLUSH WITH FINISHED SURFACE SEWER JT /E BRICK BRICK / STONE AGG. 2" . _..___ __.._.. _..._.... DITCH X-SECT. VIEW FORCE MAIN LATERAL DETAIL UTILITY DETAILS WINCHESTER REGIONAL AIRPORT 9439UTIL.DWG SHT1 DRAWN BY: JOB NO. NTM VA 9439 DESIGNED BY: SHEET MDK 12 SCALE' OF NONE 14 DATE: NOVEMBER 1994 no FLASHING Y BARRICADE SECURELY F (TYPE A) WHITE Ork CG- 12 36" APPROXIMATE LIGHTED DRUM DETAIL 3' - 0•, Min. NTS VOr o.o :o:o .o• 1 width o • o • o v Min. dewafk o 0 0.0 AVM $,dlwolor •o�o 0 0• o•o• 4 Spoc RADIAL PLAN A -� B var t �h - --- - - B t .o Sidewalk o ,dewol • o. o o• o pace A TANGENT PLAN Y lope, curb height down ; to 0 al this point or o continue of full height \ o o where applicable z ut i .. �• ^Vor•. 3 Min Vo, w Ah Sidewalk •^- "• ^•^ or Sidewalk Space �. o C I F' TYPICAL ALTERNATE RADIAL PLAN t' FOR U` L Al APPLICABLE SI RLLT For Corrvnerclol Erdrmce CONNECT IONS AND COMMERCIAL (Heavy Truck Traffic Anticipated) ENTRANCES. see Standard CG-13 sheet 203 10 J ' - ' / 6. •6. pro r^, ^.n• n ^ ^�r.pr,� T - r5S.ao. •o o , q o `y Q c' _O •'� Slope 12 1 Maximum 6''a ( ISOMETRIC ® 7" where St'd. CG-3 CG-7 is used - t VIEW 7'- 4" is the minimum Sidewalk Area -- - - -_ - requirement to ® (with or wrlhoul buffer strip) oCtufeve a 12 1 slop! NOTES Sl'd. CG-2 �6 - 7• -4' Curb romp to be class A- 3 Concrete wrlh exposed aggregate finish or CG-6 -� -- - --------- I Romp sholl nol exceed a maximum slope of 12 1 Curb romps ore'lo be located as shown on the plans or as dhecled by --- -- - - the Engineer They are to be provided al intersections wherever on OCceSs,Dk route ® within the right-of-way of a highway facility crosses a curb regardless of whether sidewalk is existing, proposed or nonexistent They may be offset from pedestrian crosswalks as shown on plans or m, SECTION A -A This item may be directed by the Engineer. but should not he located behind vehicle slop lines precast or COST in place Existing IigM poles. fire hydrants, drop inlets, etc will also affect placement Curb rnfnps will be measured and paid for at the contract unit prices for Exposed oggregate sidewalk, complete-in-ploce C rt/r rt nd AI el l 4 oat t I Slope 12:1 Maximum v , u o of er , ape runs inns iocenl a curb ramps ore rnC oiled in paymerA for curb/curb and qutler When used in conjunction with Standard CG-Z ar CG-7. the curb face on this Standard is to be adjusted to match the mountable curb configuration. ® Treatment where width of sidewalk or sidewalk space 1s less then 1'--4" SECTION B-B ID Accessible route is defined as a satin u,us unnbstructed, stable, firm and .' o• slip resistant path connecting oil accessible elements of a facility that con Limits Or Ex posed oggregole sidewalk be approached. entered and used by persons with mobility impoirments. CURB RAMP _�_ON °"'"C RErEREr+CE (PERSONS WITH MOBILITY IMPAIRMENTS) 502 20309� VIRGINIA OFPARTMENT Or 1RANSf ORTATION 504 I REVISIONS BY I APP. I DATE r' "'" \" '_LOW BARRICADE LIGHT STENED. (TYPE A) LECTIVE E/WHITE TAPE I\/71 LI I IL VI\ Llr(uI vr1 LLIV 1 AVIATION BARRICADE DETAIL NTS (LOW PROFILE) NOTES: 1. ALL RAILROAD TIES SHALL BE PAINTED WHITE WITH 4" REFLECTORIZED TAPE. SPACE BARRICADES A MAXIMUM OF 5' APART. 4" PCC SIDEWALK 4" VDOT 21 A AGGREGATE BASE I I1nlJVVLI ,,vfvlr'Ak, I 'D1JBGRADE PRIOR TO AGGREGATE PLACEMENT 4" PCC SIDEWALK SECTION NTS DELTA AIRPORT CONSULTANTS, INC. engineers - planners Richmond, Virginia Charlotte, North Carolina 7:1r(h:v) B PRIMARY L* SURFACE A LT RUNWAY \ 7: 1 (h: v) B l -RUNWAY THRESHOLD, END OF PAVEMENT 1 7: 1 �(h: v) * X F * H: 1 (h: v) APPROACH SLOPE — 200' TRANSITIONAL SURFACE 7: 1 (h: v) IN * NOTE: FOR HORIZONTAL APPROACH SLOPE (H) SEE TABLE BELOW FOR DISTANCE (L) SEE TABLE BELOW FOR FLARE RATIO (X) PGN S�OQL 0 200' pQQR I 1 MAX. OBJECT HEIGHT * H:1 SLOPE VARIES 0% , MAX. OBJECT HEIGHT .4,q•1%L P{/ 61 Ken meth W . Brommer P . E . Reg. No. 12M I i t♦ i �FSSrprva� �aG�,,. SECTION A —A *L *L 0% 0% SECTION B—B FAR PART 77 IMAGINARY SURFACES NTS 1. ANY EQUIPMENT OR OBJECTS PENETRATING THE (PART 77 IMAGINARY SURFACES SHALL BE COORDINATED, IN ADVANCE, WITH THE ENGINEER. OBSTRUCTIONS PENETRATING THE PART 77 SURFACES SHALL BE MARKED AND/OR LIGHTED IN ACCORDANCE WITH FAA GUIDELINES. RUNWAY APPROACH L X SLOPE (H) 14 20 250 .10 32 34 250 .15 MISCELLANEOUS DETAILS WINCHESTER REGIONAL AIRPORT 9439MISC.DWG SHT1 DRAWN BY: JOB NO. NTM/LVE VA 9439 DESIGNED BY: SHEET MDK/JBP 13 SCALE: OF NONE DATE: 14 NOVEMBER 1994 D105 DI.3B CURB DROP INLET STATION 49 - 52 OFFSET 81 2'R TOP - ?06 43, SLOT` 6'' THROAT INV = 705 68 15" INV OUT 703.43 600' R 3" _CAST IRON wV IN 705 00. 01-3B CURB DROP INLET: STATION 48 • 40 OFFSET 920'R _. TOP 706 46, JT L ✓ r � (ICI(? ) Qi©I A t THROAT INV 705 71 + j_ ' C, B+_ -- A 14.04 15" INV IN ,D1051 70230 ✓� , ' t' .. _ _ . ..--- 15' INV IN IU107:' ip2 54 I �.____.._,___._. --_ 1 C7DH OR COORDINATE ANL: SCHEDULE `FsE REL_ ,. PION t F UTILITY POLE , 5" INY, CUT _ 699 84 ' I AA'R ELECTRICAL: SERVICE DI ? DROP INLET � p � D1 RT EPHEINE UTILITY ANL �'EDE�TaI S'TAr;ON 43 53 OFFSET 93?"R f PARKING LOT SITE se43ES5 a„ qC. �, 1•SAC t TOP .05 63 (� ,, _. y �; Z - ��si �.� Rid c�7 L.`:.£+-, !(f lt2`: EI REMOVE MND DISPOSE EXISTING 1 2- CMP INC . A � ! TEMF- 70Fi' 7C.Ft rs 1 t " - - ri U�.o3 t PAVENFENT PAVEMENT + ; / . +; C= Q 8� d 708 83 _ J Fi PROTECT IEX ING 6" CNCfS }JNDERDRAIN TO PR )P JT08 15" ARED END SECTION �. „ I r / G) REMOVE IS EXISTING FARM FENC (N p Y TE ST a 68 OFFSET 880'R Er 2 PVC yy __. f t . _ �- I •: ' I : Hi CON T 440 OR SHALL PROVIDE APPROPRIA i E TRA#FIC WARNIM- B�RRIEEI`> !: 3<LF 1^ -;Cr LASS iil �,��� FIaGN TO COMPLETE S3ATE:ROUTE 645 rIE�IN (REFER TO SP t z";`, SLC)PE 0 50' 'Cif' i �.: I:• } ' I CC)N RACTOR SHALL FIECE). kOCATE THE r VC C C)NDUI T S PRIOR '47 'RE^.:FiINt3 0101.A : 10 P 1 5" RCP CLASS III 1 ��' �� _ a• } 8 THE ONDUIT'S INSTALLATIibN © 38L C SS t - r_ -.- ff z /� nJ" '; Cif 1 £ SLOT:: 0 559� ,.,..w BASELINE P2' 7Ci8, d _ . 11;00 + �' R V I G CURB AN GUTTER ckr l , _ T EIV10 'E XIS :U D GUT E. 32 - t_..._ : �- ra�.17 7QE3 kl %t7r >t.i. . D10� . , �_br .4 RCP CLASS III - �, i ; . 3 ,, ,} } SLOPE 0.50_ { 1J+04 } k.I REMOVE XI$TING ES-1 FROM,' 30" RCP AND EX°TEI�D 30" RCP INTQ STRUCTURE DI 03 + D103. CONTRACTOR SHALL ;VERIFY INVERTS FOR p103 AND EX1S`NG 30" H(.P t• 12#?8 (2) 2 PVC TYP 't r } PRIOR TO FABRICATING D103;' INC PAY ITf M1. K , ,: / I V. 7( ,�T TE I �: y - - - G� Li CONTRAC OR SHALL_ PROVIDE DUCT MARJCERS AT EE#VDS'.OF ALL CVDUITS AND 350 30" RCP C,A5' .I. a ?U7. 707. 1$J 7.782' CASINGS TO IDENTIFY THE AS CO TRU(tTED LOCATION THE /� ARKERS SHALL u- L T i+ r 7!Jt3.2. 708 . Z5 f I 7U7. �w9 SLOPE 0 80 t: f ( ) r:. \ 7 e 3 z�Z., (J7;9. `" SE+ �� }-'i "' NOTE THE DESIGNATION C7F THE CQP',Dk11T' OR CAS NG<:INO PAY ITEMp,. .: .: 2,LF 15" RCP CLASS Ili l W----.--t-._-__-_ __ �_-__ __� I _ - ;:, M) T THE CON RACTOR SHALL? CAP OR PLUG THE ENDS:,. OF ALL EMPTY OONDUITS OR sLQPE e 50 f f j 1 1 I� is - CASINGS (NO PAY ITEM); L j r PROPOSED l R PORT / (2) 2" PVC 291 F . , A„P -1-ASS / Z �. ( / N) THE CCN , OP SHAD SAW THE END OF THE EXi T,NV PAVFMENT 50 RI I x ( HANG , :::: ,, -. ; _,. 01 THt CON RACTOR SHALL INSTALL A TEMPORARY RISER IN THE "'E)(.IS T INC, BASIN ! Q FF = 708.2 n 1 I , PR6OR TO THE INSTAi.L.ATIG'N OF THE SPECIAL RELEASE.STRIJGTURF �j D104 :.; 8 ROOF - OIL/ WATERLd - --_ _ R PY TH I c. ,. P�,, L, R F , , - (,: - F S CONTROL ' D ,. P,S - , , , � H 2 'DRAIN � SEPERATOR � U F R._ s-. 4.. � � Er'EREN E F,. S i .NE OR ERO LION .,E � All �.R DIME.NS'P�N., OF RIF kf f INSTALL LATERAL 1 FIELD ADJUST FENCE LOCATION ES (.!7rAL. 6 BLI�JD CAP- 7C7as _ r �,,: lb CLEAN OUT - TO AVOID GAS LINE 1( 1j 6 X6 TEE 10e )4' l ! ? A 'r.l ol, NTAt !ifs AT TH N ! -1f TI IT i DF\('' r1'IIF 'i Tt No CaI.G �AT1oNs Z1JG�.1�1�C I „ 12 ! TYP / ! cl l L E E E _H U L ES . END , . : ( ) I' 9 `='.r ACTOR'S RFSPONSIBILIV`r - I ! 6 GATE VALVE i # J(T� FUTURE HANGAR o Co • Z A �Rcs O F FUTURE x' FIRE HYDRANT "R )+ 1� Al N I / 19' x 5 CONCRETE j PAD FOR AC UNITS SITE # I T- F4AiJc�►aR 17E� C(,o C n�T TL T (BY -0THERS) : (PHASE- i_ ;,,LL _ . STD EW- t2 w _ i F F = 707.59 V T-r+a` T,04 SHALL ST1T8 S+f3�iNAi Lf3F_A;+E)NS W+TH T++E TO TMe ZAslN (,C:.6,10i !t- .' o Q ,n l I MOUND AREA TO DRAIN •° TE3R (NOT usEDl �,. o ENDWALL p p _ I � � aw�R>4c L r O I ' r 8 ROOF DRAIN t:• _ FCSA TO --- , _ j 1 'I I; d; WATE ;�;1;-_ m LATERAL / SEWAGE LIFT W/GRIN ER , '�' •. - -� RELOCATE EXISTING TI slTe eQ TRACTOR SHALL wSTALt s" e.gsT IRON ROOF DRAIN LATERALS IN THE SENVI GLEAN P I APPR ,..,1, �T L PUMP (BY OTHERS) WATER METER OUTSIDE Qx GINS NOTED ANY MISCELLAiWE0U5 FITTINGS RE{1UIRED WELL I : �\ , ".,".; :�, .A, R PAYMENT INSTALL I 1 �. 0756 707 as ENT (�11T{BY OAW E 0 E CLEANOUT AT ANDS OF PIPE, BENDS 3 AC. \ OTHERS) �- ;, 0 RKI E) JUN 10N.$ /� ,t ?"C.ONCRETE + P VING AT :)WNER „I _ 5 ' P UI SITE CO TRACTO SHALL INSTALL 8" CAST IRON ROOF DPAIfv '.A i ERALS IN THE V DITCH C r' { .. �` EX ENSE l APPROXI ATt L A TIQNS 'NOTED 9" CAST IRON PIPE SHALL. T�RMINA TE IN I 1 / STRUCTURE D, ANY MI,' A �' �T PROPO�D� �,+ 2 W � ♦ � ; �:�- SCE( � NEJUS FITTEN ,S REUl11RED WfL, NC,, : BE I 3 } (2)2 PVC ;Q, . "' STUB OUT GAS VA �E , MEASUR FOR YMENT INSTALL CLEANOUT` AT END CF PIPE. :BEP.C� AND FARM FENCE I �, (� i I I, �� : ; L'~8Y OTHE ) I 'Gi . PHASE II JUN TIo: s r• A IN A ter- G . _ UVER R FLOW , v, SIT,f Cf) TRACT 'jH{+LC ('0 RDINATE THE CQNSTRU TtON CF THE S1GE ✓vA r. ia'C �.,;tC.,,_ 99 . 7U7. IBTC...7�}7.7 Ifl - C E .. RISER r'ARKING AREA . TUBS lw T•1 !TH UIL( INi, cOrv:T AcTCR PRI' , _ FORMING F C T , O MIN( j 7 U T:,3 707 .: ., .. 63 c era �_ - / .� 7£ 6s. T - / i _ Q•$Ae THE BIjIL ING ONTRACTOR HALT EKE THE UN DERGR(:A)Pq S ROOt CPAIN -IF INS of 79 If �. /..' v +' GAS 'LIFE z ' O - F- _ ..:. A x ! :'O `HE 8" AST: IRON :HOOF DRAIiV t,A,T.ERAL:S..,. cG_1� .,Y OTHER -0.Co0 i � __. C - 3 ` 1 n ' - i n, F 706 78 J7 i. r 7 6E 708:. Ec) 7C} 4 Q 1 f.avEry i F�A�/:hAEi�T �► f ! {; R .I ,� 11+QO 12+tit , i ...._, HASEt, - - _ - - - LOCATED OH SERV ate: `' _ - - t 2fl`.C>RAINA > ASMENT VALV RO'N.r-�` BY OTHERS E . F 706.62 `, A'Q� 2-6 ' _ c AS LINE TAP r -I G NE AP - - - - ` I k _--- .� _ Y -4->-�r - � o7I T ,� . -� 3 :'"''- .. .-1 �• '. _.. -- { B OTHERS) . * „ ♦ c N ; �j '1`r J 1. ,+ .:. -RELOCATED U T I L_ TY POLE FIB r cP \ RnX NGMT OTHERS - _ _ -- 6 X F TEE _ �" - - - T T ,- - - I �. I s Y ' - ._ - ; ,. r _ __ _ ._. 6 x 6 TEE - z. T�,.: � ! , I .., - ! T �--_-�- , I h aT A FM AF - _ . -- 6 GAT A } + _y E V LVE - _ O.Z Ac. 1 h - yy ---� _ B54 Y FC SA . 1 FI RE HYID I T . ; ,_ .1 I .. 11- # >� H - - - /\\� ) _...- I61 D t0 \ . �N� - - - - - - - /1EXTERIOR J (F _ - - - - -- 645 _ LIGHTING{TYP) S R Y OTHERS) •"-% ' 1 -- w -INSTALL HYDRANT \ r �- ACCESS FOR EMERGENCY I // EXISTING �- a_ OUTSIDE SR 645 � -/ JEHICL_ES MUST BE MAINTAINED / HYDRANT + FCSA Tn INSTALL METER - RIGHT A.m AT ALL TIMES DURING CONSTRUCTION I / LOCATION - _-- -- L� ---_- � ONLY (50GPM) AVOID CESSNA DRIVE / SIGHT DISTANCE -_- 6-45 45 MPH t _ SIGN ip�TE PO 55G� ' T GISTHNCE _ ---_-- -- R � � -- - - - _ - - - - STED +-- - fi STAT \ -- - 7 70 �1R� D - i -- -- To" TE 41 i AIR PORT Q SPEED LIMIT rEFERENCE 1 - - I (VARIABLE ----- \_-__---- _ SITE CONTRACTOR TO - �"" - _ _ _ - --- - CESSNA DRIVE (APPROX) INSTALL 6" LINE AND HYDRANT., JACK AND BORE - - - - - - - - - - 3 FEET MINIMUM COVER UNDER RTE 645 1050'R 46+00 47+50 _ FIELD LOCATED WATERLINE 49+001 50+50 52+00 53+50 TAP BY (FCSA) -5 I REVIEW AGENCY REVISIONS MDK I KWB 2/1/95 2 FCSA REVISIONS MDK KWB 2/7/95 3 PLANNING DEPARTMENT REVISIONS MDK KWB 2/15/95 _4j VDOT REVIEW COMMENTS JCL KWB 4/17/95 FIRE MARSHALL COMMENTS/GENERAL I JCL KWB 5/12/95 NO. I REVISIONS I BY I APP. I DATE DELTA law AIRPORT CONSUL TANTS, INC. engineers - planners I RklvrKrH Vbpbtle C/mMttq North GrdNre !(enW P.E. Reg. �Ao. !-."5 )EVELOPMENT SUMMAR\ . AIRPORT AREA 30/.6 ACRES NG DEVELOPMENT AREA 40 ACRES G RA NT USE VACANT OPED AREA 4 0 ACRES CKS FROM r 6C 0' SIDE 1 5.0' REAP 50 0 FLOOR AREA 5 625 5 C, - I,R FLOOR AREA FUTURE HANGAR k1 15,625 SO' I, AIRPORT HANGAR 14,062 50 SG. F' FUTURE HANGAR u2 IPHIASE Ili 4 \ 1 C,000 SO F T EMPLOYEE, AIRCRAFT OWlNFR ESTIMATE I�� PHASE i; 5 PF?ASE II �FFICE PARKING SPACES REOURIED 23 TOTAL PARKING SPACES HEOU4REC; 38 PHASE I 43 PHASE II HANDICAP SPACES RECUIRED 2 STANDARD PARKING SPACES PROVIDED 39 PsiASE 1, 49 PHASE II HANDICAP PARKING SPACES PROVIDED 4 PHASE I, 4 PHASE II TOTAL PARKING SPACES PROVIDED 43 PHASE I, 53 PHASE 11 D'STURBEC AREA 4 0 ACRES ADJOINING PROPER'( ZONING ADJOINING PROPERTY USE RE(,IONAL AIRPOR' E BURNING OF CONSTRUCTION DEBRIS ON SITE IS PROHIBITED LEGEND CLEgtN UT X'IC'ING FEN���= EX:c-'N y 71PI ,I -1 FE EX'` -IN'- MANN-OLE EX'STIN` _ ;`!AT'CN 59 21 C:�Q p r_� E',/N7`_IN ---.---+-- ter E .` AIN L Nl� 1'JL xX--XX-)(x- 1 _ n R"_'F t' VANl- - __ App?CXIM•A -- -- --FIV1 --- -- r X1' T N'. ANi-A.P MAIN SIN WA TES N, - - - - - - EX; _7'NI:NDE '_PC.;UNU - - -- -- �X TINL:NE _'SEE 44,TER 'SINE ( SIZE AS NOTED; �( ) FPA - - ,AN1-.A ;EWE A - :� :_ (SIZE AS NOTED) ---ROW I!,, T ;F Na . /INC EN( P TE �E;A_E o ,o RIF= ✓A= A'Z)P, , T E _ _,N D NS _ N ti- �N R. J -+► - L- - - C- _ A4 -' F - IN - r - NE �F PROPOSED FIRE HYDRANT PROPOSED GATE VALVE 8 CAST IRON ROOF DRAIN LATERAL PAVEMENT REMOVAL AIRPr)P 1 PR! 1PI R 1 i' ' IN1 011 1 - _ -ITT SITE UIAI:RAM NTS 30 0 1"=30' -� ' r �Z�(NAcC AREA hAP 1 GRADING AND DRAINAG WINCHESTER REGIONAL AIRPORT 30 60 r- feet D BY: JOB NO. NTM VA 9439 SIGNED BY: SHEET MDh/JBP SCAM4 1 I I = 301 OF DATE 14 NJOVEMBER 1994 GENERAL NOTES: 1. THE CONTRACTOR SHALL MARK AND LIGHT AREAS UNDER CONSTRUCTION IN 8. THE OWNER RESERVES THE RIGHT TO CONTRACT AND PERFORM OTHER OR ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. EQUIPMENT AND VEHICLES ADDITIONAL WORK ADJACENT TO AND WITHIN THE WORK AREA COVERED BY WORKING WITHIN THE AIRCRAFT OPERATIONS AREA (AOA) SHALL BE MARKED THIS CONTRACT. WHEN SEPARATE CONTRACTS ARE LET WITHIN THE LIMITS OF WITH A 3' X 3' ORANGE AND WHITE CHECKER FLAG (DAY ONLY) OR YELLOW ANY ONE PROJECT, EACH CONTRACTOR SHALL CONDUCT HIS WORK SO AS NOT FLASHING LIGHT (DAY OR NIGHT). TO INTERFERE WITH OR HINDER THE PROGRESS OR THE COMPLETION OF THE WORK BEING COMPLETED BY OTHER CONTRACTORS. THE CONTRACTORS 2. THE CONTRACTOR SHALL LOCATE AND PROTECT EXISTING UTILITIES AND WORKING ON THE SAME PROJECT SHALL COOPERATE WITH EACH OTHER AS FACILITIES (I.E., GAS LINE, AIRPORT LIGHTING, NAVAID, ETC.) FROM DAMAGE BY ORDERED BY THE ENGINEER. ANY ADDITIONAL EFFORT OR WORK REQUIRED FOR EQUIPMENT OR PERSONNEL. THE LOCATION OF ALL UTILITIES AND FACILITIES (IF SUCH COORDINATION WITH OTHER CONTRACTORS SHALL BE INCIDENTAL TO THE SHOWN) ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR PROJECT AND NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE. BEFORE BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL CALL MISS UTILITY REFERENCE IS DIRECTED TO SECTION 50-50 OF THE SPECIFICATIONS. OF VIRGINIA, AT 1-800-257-7777, FOR HELP WITH LOCATING UTILITIES. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, ANY UTILITIES OR FACILITIES DAMAGED DURING THE PROJECT BY THE LICENSES, ETC. REQUIRED BY LOCAL, STATE, AND FEDERAL AGENCIES. CONTRACTOR'S MEN OR EQUIPMENT SHALL BE PROMPTLY REPAIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL PROTECT THE EXISTING 10. NO EQUIPMENT OR PERSONNEL SHALL ENTER AN OPEN RUNWAY OR TAXIWAY UTILITIES AND FACILITIES FROM DAMAGE DURING HAULING OPERATIONS. SAFETY AREA UNLESS PROPERLY COORDINATED WITH THE AIRPORT MANAGER. DURING ANY WORK WITHIN A RUNWAY OR TAXIWAY SAFETY AREA OR ON AN 3, THE CONTRACTOR SHALL ADVISE THE ENGINEER, IN WRITING, OF ANY DAMAGED ACTIVE AIRCRAFT APRON, THE CONTRACTOR SHALL MONITOR THE UNICOM UTILITIES OR FACILITIES (I.E. AIRPORT LIGHTING, NAVAIDS, ETC.) PRIOR TO FREQUENCY 122.7 MHZ. ALL CLOSED MARKINGS REQUIRED FOR THE WORK AREA BEGINNING CONSTRUCTION. SHALL BE INSTALLED AS THE FIRST ITEM OF WORK. 4. ALL DISTURBED AREAS, INCLUDING THE CONTRACTORS STAGING AREA, HAUL 11, UPON NOTIFICATION OF AN AIRCRAFT EMERGENCY, THE CONTRACTOR SHALL ROUTES, GRADING LIMITS, ETC., SHALL BE RESTORED TO A SMOOTH LINE AND IMMEDIATELY CLEAR THE RUNWAY AND/OR TAXIWAY OF EQUIPMENT AND GRADE WITH POSITIVE DRAINAGE. THE CONTRACTOR SHALL SEED AND MULCH PERSONNEL. ALL DISTURBED AREAS. THERE WILL BE NO MEASUREMENT FOR PAYMENT OF SEEDING AND MULCHING REQUIRED OUTSIDE THE GRADING LIMITS, APPROVED 12. THE CONTRACTOR IS ADVISED THAT AIRCRAFT MAINTENANCE OPERATIONS ARE STOCKPILE LIMITS OR APPROVED HAUL LIMITS. CONDUCTED ADJACENT TO THE PROJECT. SPECIAL ATTENTION TO DUST CONTROL WILL BE REQUIRED DURING THE COURSE OF THE PROJECT. THE USE 5. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ON THE PROJECT FOR OF WATER AND CALCIUM CHLORIDE SHALL BE ANTICIPATED. THE ENGINEER THE COMPLETE DURATION. RESERVES THE RIGHT TO HALT WORK OR HAULING IN NON -CONFORMING AREAS, IF CORRECTIVE ACTIONS ARE NOT PROMPTLY TAKEN BY THE CONTRACTOR TO 6. FIELD SURVEY INFORMATION WAS PROVIDED BY: CONTROL DUST. DOVE AND ASSOCIATES 13. NO DEBRIS OF ANY NATURE SHALL BE ALLOWED IN ACTIVE AIRCRAFT P. 0. BOX 2033 OPERATIONS AREAS. ALL LOOSE MATERIAL (DIRT, STONE, PAVEMENT, FORMING, WINCHESTER, VIRGINIA 22601 ETC.) MUST BE KEPT WITHIN THE LIMITS OF CONSTRUCTION. WHEN THE CONSTRUCTION BARRIERS ARE MOVED DURING CONSTRUCTION, THE CLEANUP OF 7. AERIAL TOPOGRAPHY INFORMATION WAS PROVIDED BY: AREA OUTSIDE THE BARRIERS SHALL OCCUR IMMEDIATELY. IN ADDITION, NO LOOSE MATERIALS THAT COULD BLOW INTO AIRCRAFT OPERATIONS AREAS SHALL APPLE MAPPING, INC. BE ALLOWED IN THE CONSTRUCTION AREA. FREDERICK COUNTY AIRPORT 1319 BUCHEIMER ROAD 14. ANY LISTED MANUFACTURER'S EQUIPMENT SHALL MEAN THAT LISTED ITEM OR FREDERICK, MD 21701 AN APPROVED EQUIVALENT. 15. THE TAXIWAY AND/OR RUNWAY LIGHTS SHALL BE DE -ENERGIZED OR PROPERLY COVERED ON ALL CLOSED SECTIONS OF TAXIWAY OR RUNWAY (NO PAY ITEM). LOCALIZER ANTENNA RUNWAY SAFETY AREA - 500' x 1000' I � STA. 10+00 - 0 • o 0 0 o b BENCHMARK SCHEDULE BM # STATION OFFSET ELEVATION 6 30+00.00 99.90' RT 716.54 7 35+00.12 99.91' RT 712.71 8 45+00.10 99.91' RT 706.48 9 54+50.20 99.96' RT 699.70 10 65+00.24 100.00'RT 699.38 1 1 REVIEW AGENCY REVISIONS MDK KWB 2 1 95 0 I VDOT REVIEW COMMENT JCL KWB 4/17/95 NO. I REVISIONS BY I APP. I DATE 16. THE CONTRACTOR SHALL PROVIDE 0-RING JOINTS FOR ALL REINFORCED CONCRETE PIPE INSTALLED UNDER THIS PROJECT. THE CONTRACTOR SHALL INSTALL STANDARD STEPS (ST-1) IN ALL MANHOLES AND DROP INLETS. THE CONTRACTOR SHALL INSTALL INLET SHAPING (IS-1) IN ALL MANHOLES AND DROP INLETS. NO SEPARATE MEASUREMENT WILL BE MADE FOR THE ABOVE REFERENCED ITEMS. 17. DRAINAGE STRUCTURES WITHIN THE RUNWAY/TAXIWAY SAFETY AREAS SHALL BE DESIGNED AND CAST FOR AIRCRAFT LOADING: DUAL WHEEL, WEIGHT 60,000 POUNDS, TIRE PRESSURE 200 PSI. DRAINAGE STRUCTURES OUTSIDE THE AOA SHALL BE DESIGNED FOR VDOT H-20 LOADING. 18. ALL MANHOLE AND DROP INLETS LOCATIONS AND TOP ELEVATION ARE GIVEN TO THE CENTER OF THE MANHOLE SECTION UNLESS OTHERWISE NOTED. 19. LENGTHS OF DRAINAGE PIPES ARE GIVEN FROM CENTER OF MANHOLE TO CENTER OF MANHOLE WHERE MH OR DI STRUCTURES ARE USED. 20. LENGTHS OF DRAINAGE PIPES ARE GIVEN FROM OUTSIDE EDGE OF ENDWALL STRUCTURES. WHERE ES-1 SECTIONS ARE USED THE LENGTHS ARE GIVEN TO THE END OF THE ES-1. 21. TOPSOIL SHALL BE STOCKPILED ONLY IN THE AREA SHOWN ON THE PLANS UNLESS OTHERWISE REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. 22. AT THE END OF EACH WORK DAY THE CONTRACTOR SHALL POSITION ALL EQUIPMENT, TOOLS, MATERIAL, ETC. IN THE CONTRACTOR'S STAGING AREA, UNLESS PRIOR ARRANGEMENTS ARE MADE WITH THE ENGINEER. 23. PROVIDE THE OWNER WITH A MARKED SET OF "AS BUILT" PRINTS AND PROVIDE TWO COPIES OF ALL MANUFACTURERS LITERATURE. 24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ADJACENT PROPERTY DUE TO HIS/HER OPERATIONS. 25. THE CONTRACTOR SHALL NOT CROSS ANY RUNWAY OR TAXIWAY PAVEMENT WITHOUT PRIOR APPROVAL FROM THE ENGINEER. ALL PROVISIONS PERTAINING TO RUNWAY AND TAXIWAY CROSSINGS SHALL APPLY. •�• WINDSOCK '�•- EXISTING SHENANDOAH GAS COMPANY 6" LINE PAPI� \ i 250' RWSA TYP. • _ �� 250' RWSA TYP. /-EXISTING REILS RUNWAY SAFETY AREA 500' x 1000' _ _ _ _ _ _ _ _ _ o- _ _ - _ _ 5500' X_ 100' _ _ _BASELINE 'R' _ _ _ _ • • • "-STA. 65+00 200' RWSA TYP. EXISTING \� ABM 6 \� �/ ABM 7 ABM g \ /200' RWSA TYP. o BM 9 \� �BM 10 �TWSA 79' TYP\� l • PAPI - -�- - I POSED TWSA 79' TYP. - \ _ _ - � BASELINE 'A' ------ -- --- ---- -- -=---------- ------ ---------- ----- •r� 11 I T1T1T1 ��1T1T1T1 1T1T1T1T1T1T1T1_LT •/•• o Q o0 • • 0 \-HANGAR1 11� APRON I •• MM .. o pp F . / r 1 ■• d • 1 TERMINAL FFUICK ROAD 1 HANGAR OLU BU 1 11I T-HANGAR CAP T-HANGARS ROTATING BEACON ' a AIRPORT ROAD STATE ROUTE 645 RAROPOSED IRP ORTT HANGAR BY OTHERS DEL TA AIRPORT CONSULTANTS, INC. engineers - planners Richmond, Virginia Charlotte, North Carolina PARKING CORPORATE HANGARS I CONSTRUCT I 1 APRON AND PARKING AREA ALT ii ail' Tl KQnnefh W. Broinmw P No. 12995 WESTVIEW BUSINESS CENTER • BM2 Q BENCHMARK HAUL ROUTE ■■� AIRPORT PROPERTY LINE GENERAL LAYOUT WINCHESTER REGIONAL AIRPORT 9439GENL.DWG SHT300 DRAWN BY: JOB NO. LVE VA 9439 DESIGNED BY: SHEET MDK 2 SCALE. " OF 1 = 300' 14 DATE: NOVEMBER 1994 OFFSET BASELINE "R" 450'R I I I I k 47 48 49 50 51 52 k I k i I I I I t... -I : I ; BITUMINOUS AIRCRAFT APRON i ( UNDER CONSTRUCTION) I 42.00' 4' CONCRETE SIDEWALK BASELINE P2 L=76' STA. 47+90.00, 715.50'R R=15' STA. 48+05.00, 730.50'R - A STA. 48+05.00, 872.50'R A STA. 47+99.00, 919.50'R 60' BLDG SET BACK--,,, A STA. 47+99.00, 931.93'R A STA. 47+71.97, 963.79'R 1 REVIEW AGENCY REVISIONS A VDOT REVIEW COMMENTS A FIRE MARSHALL COMMENTS/GENERAL R=30' TA. 48+39.00, 542.50'R STA. 48+29.00, 673.50'R 10' II J R=10' R=10' STA. 48+49.00, 727.50'R STA. 48+29.00, 732.50'R —4' WIDE CONCRETE SIDEWALK f 20' — R=10' STA. 50+83.63. 542.50'R STA. 50+83.63, 727.50'R PHASE II BUILDING i (10,000 S.F. ) I i 132.00' 1O'Rf A 20' r . k 10' 1O'Rf 3' 4' WIDE —13' CONCRETE O 4' WIDE SIDEWALK _ M CONCRETE FACE OF CURB Q I SIDEWALK w J _z — — J tW 13'(TYP) wTA. 49+51.91, 872.50'R Q 18.00' m '" A STA50+86.91,R-5' 60.00' R=5' 874.95'RSTA. 48+29.00, 872.50'R 24.00' — — BASELINE P1R=255' STA. 48+29.00, 906.50'R _ — — — _ EDGE OF REMOVE R=5' _ — — — — ASPHALT EXISTING CURB — — — _ ASTA. 49+91.00, 901.50'R - - 18.00' PHASE II A �... FACE OF CURB PARKING A 19. 7'f 152.00' STA. 48+29.00, 925.57'R 30' R=30' STA. 48+61.97, 955.43'R 0 F 12'tt (TYP) 36' —�-- TAPER 36' — — — — TAPER ------- F MDK KWB 1 2/1/95 JCL KWB I 4/17/95 JCL KWB 15/12/95 VALLEY PROTEIN"..,-...- '., HANGAR STA. 50+92.00, 874.95'R A STA. 51+12.00, 886.50'R 8 �R=15.00' STA. 50+97.00, 901.50'R A DEL TA AIRPORT CONSULTANTS, INC. engineers - planners Richmond, Virginia Charlotte, North Carolina LT It d� AW ;pl Ken»et!► W. B•camrn®r P.E. Reg. No. 12995 Q N 0 30 0 30 60 1 "=30' SCALE FEET GEOMETRIC LAYOUT WINCHESTER REGIONAL AIRPORT 9439GEOM.DWG SHT1 DRAWN BY: JOB NO. NTM VA 9439 DESIGNED BY: SHEET MDK/JBP SCALE: OF 3 1 "= 30' DATE: 14 NOVEMBER 1994 NO. REVISIONS BY I APP. I DATE 6 450� R:::::....::::::.:..��..::m.:..._. ............................................................................................. .................. -.................. �........... ...... , .. DRAINAGE SUMMARY D101 DI-7 DROP INLET STATION 51 +20, OFFSET 605'R TOP = 705.50 15" INV'"' OUT = 702.57 D101A DI-7 DROP INLET ... STATION 50---88, OFFSET 603`R TOP = 705.00 15". INV. IN = 702.41 1,15* INV. OUT = 702.31 D102 MODIFIED DI-1 (72" RISER) W/NEENAH R3475-F GRA STATION 50 - 50, OFFSET 600'R TOP = 705.03 15" INV. IN = 702.10 24" INV. OUT = 702.00 D103 MH-2 MANHOLE (84" RISER) STATION 47 - 45, OFFSET 715'R TOP = 707.87 24" INV. IN = 700.37 30" INV. IN = 700.16 30" INV. OUT = 700.06 D104 30" ES-1 FLARED END SECTION STATION 47+47, OFFSET 750' R INV. OUT = 699.80 D105 DI-3B CURB DROP INLET STATION 49 + 52, OFFSET :R. 2'R TOP = 06.43, SLOT;. L=6'; THROAT INV. = 705.68 15" INV. OUT = 703.43 f 600' R 8 CAST IRON, INV IN = ..........05 00....... D106 DI-3B CURB DROP INLET STATION 48 - 40, OFFSET 920'R TOP = 706.46, SLOT tt = 6' THROAT INV...... = 705.71 15" INV. IN (D105) "- .-702.80 15" INV. IN (D107) = 702.54 I 15" INV,, OUT = 694.84 D107 DI-7 DROP INLET STATION 48 + 63, OFFSET 937'13 TOP = ""705.68 15" INV. OUT = 702.68 D108 15" ES-1 FLAREI),.END SECTION STATION 47+68 OFFSET 880'R :.. 15" INV. OUT = 699.00 D101-DI01 A 32LF 15" RCP CLASS III SLOPE = 0.50% D101A-0102 38LF 15" RCP CLAS5.111 I SLOPE 0.55% D102-D103 326LF 24" RCP CLASS III SLOPE ` = 0.50% r D103-D104 350 30" RCP CLASS III SLOPE = 0.80% D105-0106.: ," 127LF 15" RCP CLASS III I SLOPE 0.50% D107-D106 29LF 15" RCP CLASS III 750' R SLOPE. - 0.50%..... D106-D)08 83LF 15" RCP CLASS SLOPE = 1.00% EI I NO. I REVISIONS 708.83 36 707.22 `...; . .... ... ...... t t .. ... .PARrNo LOT ...., .s1rE Aecs 4 7O8 Sa �C38i . t PAVEIvtEfdT Pl�\tEMfT, n ; 708.83 ..,.: 2PVC .. r---�----� xx_ _ x x x x y `T{ 7O8 7t j 71 4 CL � n O/ TYP M TY. \ D104 6BLIND CAP , r075E 6X6"TEE 6r GATE VALVE FIRE HYDRANT Ra ckJTLI STUD EW t2:;> ENDWALL p o 8 � � 7 5E CONCRETE V DITCH ' cD INS . - RISER D 108 i I 0 ® 1706 0 - _ - x c -- . v�"•�� #CIA N P 06 .7 .. _.... _ _. Q 4iZ o -�' i/�A �..�T�_ x � Oar ..�1►rn.r z.., ,ram. _ _- :� 4 ... �:..: ti .......... ,,, _ , ; - ,.. � , � ,. _.. - - - - - --._ ., � -. _". BY I APP. I DATE DEL TA AIRPORT CONSULTANTS, INC. K��1 � N�m , P.E. engineers - planners i 1-4 �d" Richmond Virginia Charlottes North Caroline ssloN A `NG\,o SITE DEVELOPMENT SUMMARY TOTAL AIRPORT AREA 307.6 ACRES EXISTING DEVELOPMENT AREA 4.0 ACRES ZONING RA CURRENT USE VACANT DEVELOPED AREA 4.0 ACRES SETBACKS: FRONT 60.0' SIDE 15.0' REAR 50.0' OFFICE FLOOR AREA 5,625 SQ. FT. HANGAR FLOOR AREA: FUTURE HANGAR #1 15,625 SO. FT. AIRPORT HANGAR 14,062.50 S0. FT, FUTURE HANGAR #2 (PHASE 11) A 10,000 SO. FT. EMPLOYEE/AIRCRAFT OWNER ESTIMATE 15 PHASE I; 5 PHASE II OFFICE PARKING SPACES REQURIED 23 TOTAL PARKING SPACES REQUIRED 38 PHASE I; 43 PHASE 11 HANDICAP SPACES REQUIRED 2 STANDARD PARKING SPACES PROVIDED 39 PHASE 1; 49 PHASE II HANDICAP PARKING SPACES PROVIDED 4 PHASE 1; 4 PHASE II TOTAL PARKING SPACES PROVIDED 43 PHASE 1; 53 PHASE 11 DISTURBED AREA 4.0 ACRES ADJOINING PROPERTY ZONING (AIRPORT) RA ADJOINING PROPERTY USE WINCHESTER REGIONAL AIRPORT NOTE: BURNING OF CONSTRUCTION DEBRIS ON SITE IS PROHIBITED. LEGEND CLEAN OUT -- - `-- --- EXISTING FENCE AT EXISTING STRUCTURE EXISTING MANHOLE EXISTING ELEVATION POLE 1593.26 PROPOSED ELEVATION PROPOSED CHAIN LINK FENCE -xX-xx-xx PROPOSED FENCE -SF -SF -SF- SILT FENCE - ROCK CHECK DAM-CD3.20 PROPOSED DROP INLET AND PROPOSED INLET PROTECTION-IP3.07 -ZING . PROPOSED FLARED END SECTION -URE PROPOSED MANHOLE RCP APPROXIMATE _ GRADING LIMITS AND PROPOSED RCP 1ALL - EXISTING RCP OR ---FM -- EXISTING SANITARY SEWER FORCE MAIN - - - W - - EXISTING WATER LINE 4SIN - - - T - - EXISTING UNDERGROUND TELEPHONE - - - G - - EXISTING GAS LINE 'RAP - - ( ) W - - PROPOSED WATER LINE ( SIZE AS NOTED) SITE - -( )FM-- SANITARY SEWER LATERAL (SIZE AS NOTED) • LEASE LIMITS -ROW RIGHT OF WAY r++� PROPOSED PAVING PROPOSED CONCRETE THE WILL PROPOSED AGGREGATE NDS RIP RAP OUTFALL PROTECTION THE TEMPORARY - IN 1 CONSTRUCTION ENTRANCE-CE3.02 BE AND CONCRETE V DITCH ALK PROPOSED CULVERT PROTECTION CIP 3.08 -INS DIRECTION OF FLOW F G i LOCATION OF GATE G PROPOSED GAS LINE 11 PROPOSED FIRE HYDRANT PROPOSED GATE VALVE 8" CAST IRON ROOF DRAIN LATERAL PAVEMENT REMOVAL AIRPORT PROPERTY LINE I 1 _ SITE SITE DIAGRAM NTS FINAL SITE PLAN 30 0 30 60 A R 1„_30' r` scale feet ATE-4* GRADING AND DRAINAGE WINCHESTER REGIONAL AIRPORT DRAWN BY: JOB NO. NTM VA 9439 DESIGNED BY: SHEET MDh/JBP SCALE: 4 I = 30' OF DATE: 14 NOVEMBER 1994 NO. END -SECTION 12"-60" PIPE Huu end on cut'c! end -sections Spigoterd on inlet end -sections X---------- X J E i ! �---------- PLAN -- C -- -- - 13 --- '� Concrete to be 4000 PSI Min I 3 Bar Or steel /Slope OD,-_ fabric If rcWn , A - D - -I �- - E ---i SECTION X-X END VIEW E0ND-SECTION DIMENSI NS DIAM. A B I C f- E-- -- — 12 4" 4" 2, O„ 2,_ 0„- - 4. C 2, 0"15" 6" 2'- 3" I' 9" 4',0" 2 6" 18 9" 2'-3 -- S-7—"- 1 1'-9" 4._0" 3,-0" 24" 9 ; - --- 2' 6" 6'-1" -- 4' 0" WI' 0" 4'-6' 17 " 6'-11" 5'-0" 36' 1' - 3" 5- 3" 5'-3" 2'-1001" 2'-II° 8'- I q'_ 8i-2" 8' 2" 6' 0" 1 6' 6" 7'- Or' 42" I 9"_ 48" 2'- 0" G'- 0" 2`- 2" 5-5 2'-9�" 8'-2}" 7' 6" 60 =1I' S'-0" 3' 3" 8 3" 6' ALTERNATE END -SECTION 12"- 60" PIPE Hub end on outlet end -sections 'Swgul erid on inlet end sections --- ) �- -- - E Concrete to be 4000 PSI Min _ _ _ PLAN I Steal loc reinforce — r I_Ll� of I^' —b--- - _ -m M . —A D -t �- E -I SECTION X-X END VIEW ENO -SECTION 8 2'-0 _. 2r3" 2-3, 3-7 DDIMENSI C _ —4 1 - '� - 19- 3'-10:'6_1 NS _ID 6'- 1' --6�.l r- _ 6--1— � F 2-0' --2r� _0' 1 122 __ 15" -- 18 24 4" -'--- Sir- -9_-- 0 27" 10'f2 _ �. _2'-8" _2-1T-' z" _-3�±_-� 6-I' ._A; 4`-6 33 42" I' -I'/ 3 I-9T _4-0 _ _4'-10'/:" 5`-3`' 8-13/4 5'- 2'-1034 8-1�1s 6-0 5-3=- 2-11" 2T 2 8-2 6-6 2'-0 6'-0­ 8-__2" 7'-0 54' 2'-3 5-5 2-II -4 2' 6 T 5- 0 `- - 3 3 8 3 8r0" hpl r C - 8 i i NOTE Pipe lengths shown on plans are based on End-Sect,on design shovrn on the left If the contractor elects to use the alternate design shown on Culvert II D the right, lengths will be reduced by / the difference in dimension "D". SLOPE DETAIL SPECIFICATION REFERENCE FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS 302 VIRGINIA DEPARTMENT of ' TRANSPORTATION T-DI-7 B Grote A 4" 'N -_ 3' S -__�/ 2 "diome+er bore 10 68 1bs /it or No 14 Plain Billet Steel Bar 9 Ibs /ft (ASTM A615, - AD Grade 60) 2 A O 0 ��- L 2gx23x7 Weld... Weld I B ( x 4"Stud Shear Connector L 2 x 2 x i PLAN VIEW DETAIL A See Debit A - _ 2" BAR SPACING CHART 67 (.�. �- L�L_7 - - - - - -- - GRATE MAXIMUM DIMENSION SECTION AA TYPE a _ 8 No 5x 5'- 0 "bors --2" -_ -- - -- - - 12 Reqd g� 3j'" 2'" 8 1' �- f -� � �--- -�-2 �" I See General Notes - Precast for udd,honal 1 "I }'_A details If S(M AANRD Concrete cover and grate are to be furnished RISER UNIT I as a single unit Outside dimensions of grate - - ,- to be 3-4"x 2' 11"(Grace Alor 3' 4"x2.111. • SECTION BB l (Grote e) ; 1 Dimensions Shawn are minimum. Actual dimensions may vary with manufacturer Alternate methods of anchoring angle iron will be acceptable if approved by the Engineer Grate and collar are to be galvanized Joints between concrete cover and gutters (when required ) are to be doweled or keyed Concrete to be 4000 PS I minimum Reinforcing steel to be in accordance with ASTM A-615 See Standard DI-7, 7A,7B for Details of Gutter Method of Placement Alternate Methods of Construction B �— �.. _ 3-4,. y1 A - �+ A - N 1 10 10' 10" 10" GRATE B B•� _ 102 01 3' 4 "Grote ter. 2"x 4"S1u0 - z"x 22 "Edge Bar :2 Req'd) Grote A is to be used when Shear Conn tI i' I ^ -+yt+- � Ckor a inlet is located in medion or other areas not normal) Y subject lotroffic. •� Grote B is to be used when inlet is located on shoulders i ,1' Bar (3 Reqd) or other areas subject to L 2!"x 2i"x 2 i 7 traffic 6 Grate to be galvanized after fabrication. PARTIAL SECTION A -A 2-111 Grate i"x 2} Edge Bar (2 Regd), ueo «I �•�- 11 x 4 Bearing Bar s (l2 Reqd ) -11 AL 1-- �„ - --' x1Z Bar (3Reqd) � � - I�' Between Burs Ilya) PARTIAL SECTION B-B LOAD CARRYING GRATE DETAILS OF CONCRETE COVER AND GRATE I SPECIFICATION STANDARD PRECAST TOP UNITS REFERENCE 105 233 10307 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 REVISIONS BY I APP. 1 DATE U) LL) 0 A _: 1 -�,1 -l- D �I l --� � C T i _ ; ELZ_��IJ I u G- - _)-- -� - - �N L j 11 t, lt` --, W \} (n Q RI I S. co I--__-_- �_--- --- _._. Tr 1--� u PRECAST UNIT ASSEMBLY DIAGRAM VIRGINIA DEPARTMENT of TRAN,PORTATION T MN 2 i Spacer units shown hereon ore also known as _.__ __ 1 "Grad. Ring:" cr "..".d{u:!.: ent R!ns " Noich,dowels, keys or other approved _ - * When Spacer Units ore required "H" is to be means of providing positive interlock measured from, the top of the uppermost Spacer to be included in flat slob tops used in conjunction with curb drop inlets MH- I FRAME AND COVER . Spacer unit to be doweled or mortared No 4 I"dio noles(opttonoll for steel _-_ � 4"Min 12"Max (0 toper unit or fiat ___ - . dowels Censers to slob top be IBO"aporf -- I 1 2-0"_ SPACER UNIT - (AS REOUIRED) 2"MaK 1 6"Min ' T I �- - 2Lo" ..� _ 2 -'-- `Steps i 1'-- �— - I — I p Dos required) 51Min / Lift - i— 5 Min Lift \ - Holt 5,.� - 4'-0 " - S" - 6 Holes a / Cr o f H n+s FLAT SLAB TOP UNIT r" Steps I' (as required) Location ,size, and shop! \.f �------ 1-ff - -- -- --- hole may vory depending on + •� 5"I+ - 4'-0" +�5"- > 3"D.. 4'-0" 5"�.- the type of structure CONCENTRIC TAPER UNIT it ECCENTRIC TAPER UNIT NOTES See General Notes for additional information on weep holes, step requirements, "H"dimensions, etc. All spacer units, flat slob tops, and taper units ore to be in accordance with the requirements of AASHTO M 199. Concrete to be 4000 PSI Two 2"' diameter lift holes to be provided in toper unit Holes are to be located above the center of gravity of each unit with centers 180' apart For step details see standard S T-I. Three lift eyes of manufacturer's design per unit may be substituted for lift holes shown hereon. Dimensions shown are minimum. Actual dimensions may vary with manufacturer SPECIFICATION REFERENCE STANDARD PRECAST TOP UNITS 105 302 103 08 VIRGINIA DEPARTMENT OF TRANSPORTATION DEL TA cls AIV AIRPORT CONSULTANTS INC. engineers - planners Richmond, Virginia Charlotte, North Carolina LEGEND PAGE A - Flat Slab Top with Frame and !,rote iT ui-t) - -- - - - 10303 B - Drop Inlet Top Unit (T-01.2) -- - - - -- - - --- - 10304 C - Throat Face Block(T DI-3,4) - - - - - - - - _ - - - 103 05 D - Curb Drop Inlet Throat Seclion(T-Di-3,4) - - - - - - - -- - 103 05 E - Spacer Unit (T-MH-2) - - - - - - - - - - 10308 F - Flat Slob Top with Hole (T MH-2) - - - - - - - - 10308 G - Drop Inlet Top Unit tT-DI-51 - - - - -- - - - --- - -- - 10306 H - I - Drop Inlet Top Unit (T-01 - 7) -- - - - - 10307 J - Fiat Slab Top Unit(TMH-2) - - - - - - - 0308 K - Manhole Frome and Cover IMH q - - - - - - - - --10602 thru 106 05 L - Spacer Unit (T-MH-2) -- -- - - - - - - -- - - - 10308 M - Concentric Toper Unit IT-MH-2)N. - Eccentric Toper Unit (T-MH-2) - -- - -- -- -- -- - 10308 0 - Riser Unit (R-I) --- -- - - - - - - - 10309 P -Ftal Slab Reducer (R-2) - - - - - - -' - 10309 0 - Toper Reducer (R-3) -- -- - - -- --- - 10309, R - Monolithic Bose Unit -Over 4'Dio (8.1)--- 103 10 S - Doghouse Bose Unit -Over 4'Die.t82)- - - -- - - - 10310 T - Footing (B-2) - - - -' -- -- - - - - 103 10 U - Tee Section Bose Unit (B 3) i - - - - - t03.1 l V - Monolithic Base Unit-4'Dio (B-q - - - - - - - - 10310 W - Doghouse Bose Unit 4' Dia (B 2) - - - - - - - - 10310 X - Fooling (B-2) - - - -I - - - - - - - - 103 10 Alternate Joint Detotl - - - - - - -- -- 103 03 GENERAL NOTES -PRECAST PRECAST STRUCTURES WILL CONFORM TO SECT 105 6 302 OF THE SPECIFICATIONS WEEP HOLES WILL HAVE 12"X12"PLASTIC HARDWARE CLOTH, I/4" MESH OR " THE MANUFACTURER WILL HAVE THE OPTION OF SELECTING THE COMBINATION OF GALVANIZED STEEL WIRE, MIN!MUM WIRE DIA 003', NUMBER 4 MESH HARDWARE PRECAST UNITS TO COMPLETE A STRUCTURE UNLESS OTHERWISE NOTED ON THE CLOTH ANCHORED FIRMLY TO OUTSIDE OF STRUCTURE. PLANS PRECAST UNITS LOCATED ADJACENT TO CAST -IN -PLACE CONCRETE ITEMS, THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL SUCII AS FLUMES, DITCHES, GUTTERS, AND SIDEWALKS SHALL BE CONNECTED BE MEASURED FROM THE INVERT OF THE OUTFACE PIPE TO THE TOP OF THE TO THE ADJACENT UNIT BY MEANS OF NO 4 SMOOTH STEEL DOWELS SPACED ON MASONARY STRUCTURE. PLAN "H"DIMENStONS ARE APPROXIMATE ONLY FOR APPROXIMATELY 12 INCH CENTERS THROUGHOUT THE CONTACT LENGTH ESTIMATING PURPOSES AND THE ACTUAL DIMENSIONS SMALL 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 IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM UNIT TO RECEIVE THE DOWELS, THLY St1ALL NOT EXCEED 5/8 INCH IN OF THE STRUCTURE,THE INVERT OF THE STRUCTURE SHALL DE SHAPED WITH DIAMETER CEMENT MORTAR TO PREVENT STANDING OR PONDING OF WATER IN THE STRUC rURE THIS WILL APPLY TO ALL STRUCTURES MEETING THIS CONDITION AND IS NOT SEE ST'D Sl-I FOR APPLICABILITY OF SAFETY SLABS TO BE CONFUSED WITH STANDARD IS I. THE COST FOR INVERT SHAPING SHALL BE s/a. Chamfer snakl5et INCLUDED +N THE PRICE 810 FOR THE STRUCTURE ,rov;deo on ;n e�tx9ds+. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE ea9es. WITH STANDARD IS-1 THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE PRICE BID FOR THE STRUCTURE. ALL PRECAST STRUCTURES TO BE CONSTRUCTED WITH 4000PS1 MINIMUM CONCRETE STEPS IN ACCORDANCE WITH STANDARD ST-i ARE TO BE PROVIDED IN At-L MANHOLES AND IN ALL DROP INLETS WITH A "H' DIMENStON OF 4'-0"OR GREATER 3" DIAMETER WEEP HOLES WILL BE REQUIRED IN PRECAST STRUCTURE LOCATED ADJACENT TO THE PAVEMENT TO DRAIN SUBBASE PLACEMENT OF WEEP HOLES IN THE PRECAST UNIT WILL BE CiETERMiNED BY THE PROXIMITY OF THE STRUC TURE TO THE SUBBASE WEEP HOLES MAY ALSO BE REOUIRED IN OTHER STRUCTURES WHEN CALLED FOR ON THE PLANS OR DIRECTED BY THE ENGINEER GENERAL NOTES -PRECAST VIRGINIA DEPARTMENT OF TRANSPORTATION R- ), 2, 3 DIMENSIONS D Mtn X , 60" 1 5" - 7?" 6" 84" 7, _16" 1R-2j -- - -- 4' 0" ____-4 ---.. I � 1 2" Max 8 " Min X Step optional FLAT SLAB Reinforcement in t depending on step occordance won %NCIng in structure ASTM A-615 I Steps av required) ---+ I X (- -- D --� - TAPER REDUCER '- -- ,- 4-U. --- - I (R-3j --�-- -�x�• - f Tongue and groove joint to be of fabricators desrmeeting the ffI upprovol of the Engineer Joints are to be sealed with martor or 1 0-ring gaskets. ALTERNATE JOINT DETAIL 10302 Weep Hole (as required, Steps (as required) 1 Lift holes Set in line 12" to 16" C-C. '"I ' - S"Min H -- II I. - y; t RISER NOTES See General Notes for additional information on weep holes, step requirements, H" dimension, etc. All reducer and riser units ore to be in accordance with the requirements of AASHTO M 190 Concrete to be 4000 PSI Two 2" diameter lift holes to be provided in each riser, and toper unit Holes are to be located above the center of gravity of each unit with centers 180° apart. Where openinas are required for pipe, they shall be formed, drilled or neatly cut as approved by the Engineer. The contractor will furnish the fabricator with the angles between center Imes, the invert elevations, and the size of all pipes to enter the manhole. For step details see standard ST- I Three It II eyes of monufocIurers design per unit may be substituted for lift holes Shown hereon. Dimensions shown are minimum Actual dimensions may vory.-with manufacturer See St'd. SL -1 for applicability of safety slabs. 0 STANDARD PRECAST REDUCER AND RISER UNITS 10309 VIRGINIA DEPAR i MENT OF i RANSPORTAT ION ,Ji, ` Fia�neth W. Brommer P.E. Reg. No. 12995 eSS10 NA DRAINAGE DETAILS WINCHESTER REGIONAL AIRPORT SPECIFICATION REFERENCE 1 302 9439DETL.DWG SHT1 DRAWN BY: JOB NO. N TM /LVE VA 9 439 DESIGNED BY: SHEET JBP/MDK SCALE OF 5 NONE DATE: 14 NOVEMBER 1994 I Tongue and groove loint to be of I fabricators deslgnmeetinn the g- approval of the Engineer Joints LB_- 1---------� are to be sealed with mortar or -ring gaskets W6ep Hole p -- O'+-Weep Hole (as required) •�-------- (as required) -- Steps - - -- Lift Holes X Stem r>�-Lift troies X + - (as required) (as required) 5'- I x 0 � X X �.--- Y MONOLITHIC ALTERNATE JOINT DETAIL 2 FOOTING Three tiftinghooks of fabricators 21 design to be provided in fooling �+-- D.8".2X (�— Fooling may be precast x 6- W 55 x W 5 5 Welded or cast in place Wire Fabric or equivalent area DOGHOUSE WITH FOOTING DIMENSIONS ID Min Min Min Sugjested Max. Pipe siZe _ Absolute Max. ■ 36' 4 6 18 21' 48' 5 - 6 - 24 27 -- 60" 5" 8" 36" 42" 72" 6" 8" 48" _ 54, 8 60" _ 66" 66" 72" - See General Notes for additional information on weep holes, step requirements, "H"dlmension,etc All base units ore to be in accordance with the requirements of AASHTO M199. Concrete to be 4000 PSI. Two 2"diameter lift holes to be provided In each base unit. Holes are to be located above the center of gravity of each unit with centers 180' apart Where openings are required for pipe, they shall be formed,drilled or neatly cut as *Depth of A6"dipmeter Daseuntrestrcted approved by the Engineer. The contractor will furnish the fabricator with the angles to 4'-0"maximum. between center lines, the Invert elevations, and the size of all Pipes to enter the *One through pipe only manhole Holes ore to be a minimum of 4"to a max imum of 8 larger than the outside diameter of the proposed pipe Three lift eyes of manufacturers design per unit may be substituted for lift holes shown hereon. In the event the invert of the outfoll pipe is higher than the bottom of the structure, the invert of the structure shall be shaped withcement mortar to prevent standing or ponding of water in the structure. Dimensions shown ore minimum Actual dimensions may vary with manufacturer. SHEET I OF 2 SPECIFICATION STANDARD PRECAST BASE UNITS 02 VIRGINIA DEPARTMENT OF TRANSPORTATION 10310 ua Hong 410go.x2"x 6-58 PLAN VIEW COVER Reinforcing Yx8"- W 3.4 x W 2 1 welded wire fabric SECTION A -A SPECIFICATION __REFERENCE 105 302 e -hors 8 x 2"x 2., Lettering Optional V D O T cast in top of cover I" wide A A textured finish to be cast into top of lid 2" o r F o � PZTIIll Z PLAN VIEW FRAME p 12 f Notes Concrete 4000 PSI Supplier may turrush 9 steel for IOgo All metal galvanized to VD.O.T. St'ds and ASTM A 123-73 i Ring t 2"x5'- 8 4 t Ring El SECTION B-B PRECAST INLET FRAME B COVER VIRGINIA DEPARTMENT TRANSPORTATION Sheet 3 of 3 T-DI-3,4 - NOTE S See General Notes; Precast for oddifionaldetails. CURB DROP INLET THROAT SECTION Conaele to be 4000 PSI minimum compressive strength. RECOMMENDED MINIMUM Stii.IG2 frame Reinforcing steel in accordance with ASTM A-615 HEIGHT CHART and Cover (reinforcing bars). Reinforcing in accordance with ASTM A-185 for PIPE H DIMENSION welded wire mesh. iY I__ SIZE CONC. C.M. Dowel O — 6° 2'- II" 2'-il" Holes Dimensions shown are minimum. Actual dimansxxrs � � g" 3'- I 13' - I 1.see sheet may vary with manufacturer. U 2 of 2 for w 10" 3'- 3 3' 3" altemole This unit may be used with all Standord 01-38�01-4 m Q " detail Curb Drop Inlets. Q m 12 3'- 91 15 from 2'- Each face block shall have 2 or more I Q 18" 4'-" 3'-II" 6" ro 20,_0" loops (M 3 bars) cost in face as shown. 2 1 " 1 4'-31 4'-2" (( These loops may be used for lifting, and I for being in the poured in place gutter section 6" 3-9" 3'-9" Face blocks ore to be sealed witn grout or 8" 3'-11)y" 3-11" Face Block i` w 10" 4'- t I see sheet 2 of 2 poiysulhde sealer. aS 0 T for alternate detail w m 12" 4'-4" 4' 3" p 15" 4'-7Z 4'-6" U - r I8" ' 4'-10"' 4'9" ee Alternate Nose Detoil A, sheet 2 of 2. m co Z 21 " 5'-14"I 5'- 0" 2'-10" �_ 24" 5'-5" 15' 3" ift 4 Bars All Rib Bars a 5 on 6" Centers Q 2T'� 5'-e4" 5'- 6" N 4 Bars iA 5•# 3 Bors 12" 4-7 4 6' a 4 Bars 3 Bors M 5 Bars H o f 15" 4'-10-4'4'. 9" fV -_I # 4 Bars V Z 18" 5'-12" 5'- 0 -� r w 4 21" 5'-41" 5'-3 w c^ w 24.1 5, 6" 5' 6" 1 See Alternate I" Deep Notch r p m z o 27 5'- 111' 5'- 9 Varies with manufacturer " Detail B for Interlock c i = G U 30" 6'-2 j" 6'- 0" Cry `n 33" 6'-5+ 6'- 3" TYPICAL MINIMUM BAR REINFORCEMENT a ci Location of tale to vary according to re) o IT1 3G" 6'-' 6 - G" type of islet constructed 0 _ I 42"I9 7'- 3� 7- 0" uo 4 6 7'- 10 7' 6 " 2'-l0" i All Rib Bors W-20 Smooth 25" 2' -7.5" w II W-20 --� Bors on 4"Centers - W 20 -� W-20 4-No. 4 Bors W 20 ' f w - 20 .o \45• W 11 `C r W-II W-11 W-20 W-20 W-20 + H W- 20 W-20 I" Deep Notch Fur Interlock W-II I TYPICAL MINIMUM WELDED WIRE REINFORCEMENT Sheet I of 2 SPECIFICATION STANDARD PRECAST TOP UNITS REFERENCE o 103 05 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 Steel 2 of 5 Finished - Dimension �. IC AFMochne I I}Rj I'-9; --------- - i'- SECTION A -A ;.. MH_! Note The letters V.D.O.Tare opttonal,if - used the letters are to(cosl�__\the depression in topcover I" wide and raisE❑high as shown. a�LJ��a� A .moo0 �o f�- LettenngOptlonol---'"�F- - ❑ o � �F1FJ ❑ao APPROXIMATE WEIGHT CAST IRON TOP FRAME 239i12 LBS. COVER 137 * 7 LBS. r-L Finished �rl� /Dimension CID L t ii SECTION B-B BOTTOM SPECIFICATION REFERENCE STANDARD MANHOLE FRAME AND COVER 224 VIRGINIA DEPARTMENT 302 of TRANSPORTATION 106 02 I� Std IC-2 Frome • Precast / and Corer i Face Block 1 • a 3 Bars --T Precast • 2. 45• Throat -LL - - 6 i' 2 �'I r 4 1� Precast ! NOTE Face Block 2' Dowel holes provided 4 I� 6" to prevent settlement of od)acenl concrete SOMETR ° I IC s Precast . j6j Face Black - �_i —� _ _ J� _ CURB DROP INLET THROAT SECTION I � �� ALTERNATE DESIGN Bars All detoiIs not shown to be in 2"x4"notch may be formed with straight �i ALTERNATE DETAIL FOR FACE BLOCK accordance with sheet I of 2 sides, tapered sides,or tapered sides (NOSE TYPE B) with radius ie"x 4" holes each end _-_._ Bcc k of Carlo I I t ((3 1/Y i— 45• 2" i`} Radius l "v ,1=• ;�_••- I tC+ � �, f7 v a i I 2______! I� Face Block PLAN ALTERNATE ALTERNATE 2­ Nominal C __ 14" Nominal; CJ e x,4"hale for doweling tocurb 3ck of DETAIL B Line NOSE DETAIL A (For use with mount- able curb) BACK VIEW END VIEW Sheet 2 of 2 SPECIFICATION STANDARD PRECAST TOP UNITS REFERENCE VIRGINIA DEPARTMENT OF TRANSPORTATION 103.05A NO of Trc wh, en( NOTES \ Y to drom to invert Shaping of manhole and inlet inverts in accordance with this drawing o -Slope f outlet o ppe ° is to apply to those structures specified on plans or where /� X. / invert of pipe is above invert of structure. / e Manhole or drop inlet is to be formed and constructed in accordance with applicable standard or special drawing. The invert shoping as dermled hereon is to consist of a Portland Cement Concrete mix conforming to Class A 3 or Class Cl,except that 25 % of coarse aggregate may be up I t e I ° jJ I to 4" in drometer and consist of stone, broken brick, broken concrete, J f or broken concrete block The surface shall be left smooth by means I I i I F of hand trowelling None of the coarse aggregate shah remain exposed, l Details of invert Snoping as shown hereon are for example purposes only. Each manhole or drop inlet is to be shaped individual!y to best fit the particulor inlet and outlet configuration and flow lines. - -- — --- ------------ PLAN SECTION B-B METHOD OF TREATMENT IN MANHOLES SPECIFICATION REFERENCE E STANDARD METHOD OF SHAPING MANHOLE B INLET INVERTS 302 VIRGINIA DEPARTMENT o/ - --- TRANSPORTATION 9439DETL.DWG SH T2 p, t..� :! Tj DRAWN BY: JOB NO. � DEL �� �:F' �� ���" N TM /LVE VA 9439 TA DESIGNED BY: SHEET DRAINAGE DETAILS JBP/MDK AIRPORT CONSULTANTS INC. K��Reg, No. 29" P.E. E SCALE: L � i- �-+ `� � �� NONE of engineers - planners � 4 1 Richmond, Virginia Charlotte, North Carolina °IFS', O N A `S�� DATE: 14. NO. REVISIONS BY APP. DATE - WINCHESTER REGIONAL AIRPORT NOVEMBER 1994 ST-1 N0.6 GALVANIZED STEEL STEP car �M' 2„ Syep\. Mid h R TYPICAL SECTION (Dwr,enstons may vary with monufodurert design) rna no Note *4. Grade 60.reinforcing rod encased in a corrosion resistant rubber or other moteriolopproved by the Engineer. Caroslon Resistant Material LNo 4 Reinforcing Rod TYPICAL SECTION (Dimensions may vary with manufacturers design) -4,-- Notes (Aluminum Step) Steps shall be fabricated in accordance with ASTM A72.1, Alloy 4,/? in�o 6005-T5 That portion of the step enrosed in ui-+••� Mn. Min. 7 masonry shall be uniformly cooled with t"rhyn xzrs, solvent type, asbestos felted s C.— --t- durHnrxn pigmented coating conforming e to Federal Specification TC-C-00498A ,C\ r Min of 3'• embedment \� ALUMINUM STEP 3TAiv^vARD STEP VIRGINIA DF;1A,?TMENf OF TR/JJ;I10RTAT10N EW-12 4�.. T Bevel Slot Detail 1 (permitted for easy form removal) Rat to S.W A 22' 0„ �L PLAN ql - Slope SECTION A -A Scale 1 " = 1 PIPE SLOPE DIMENSIONS 1C,LASS A3 CONCRETEI DIA. L H CU. YD. 4 or 2:1 2'-5 1/2" V-2 3/4" 0 17 6'I t - 4 1 4 5"1 —1 1/4•' 0 28 8 2.1 4 _z 5o_3/z_11_-3 3/4_.� 0.35 A NOTES NOTES Slops will be required in oh structures with a depth of 4 -0" or yeater unlvS. ollwwRe noted On the plans NI steps shall protrude 4'/2" from inside face of structure *Oil Ma,imum slap spacing to be 16° c-c. Steps shall withstand a minimum load of 300 pounds when extended 4'/?' from the face of the support Steps are to be vertically aligned and uniformly spaced for the entire depth of any structure to precosl units steps may be cast r place, mortared into holes provided by the fobricotor,or driven Steps differing in dimensions, onfigumtgn,or materels from those shown may also be used pro Jed they meet the minimum requirements shown hereon rrxl the Contractor has furnished the Engneer with details and certified test reports of the proposed Substitute and has recneved written approval from the Engineer far the use of such steps All steps installed shall be Provided with slip resistant surfaces such as but not lim+led to, corrugated, knurled, or dimpled surfaces SPE CIF C A T ION RtffRl.W NONE Typical endwall to be placed at the ends of all underdrain outlets. Endwall to be installed perpendicular to roadway and flush with the slope. Concrete quantities shown are based on 6" Class III concrete pipe. The e 4" dimension and concrete quantities will vary if 4'' pipe, 8" pipe or other types of pipe ore used. Outlet pipes shall be rigid nonperforated, smooth --bore pipe, meeting the requirements of AASHTO M-252 If vitrified clay pipe is used, oI1 joints shall be in accordance with ASTM C-443. Exponded steel mesh (flattened) shall have openings of approx. 1; 2"x1" and weigh approx. 0.82 per sq. ft. Mesh shall be galvanized In accordonce with ASTM A- 123. The mesh shall extend a minimum of 1" above the O.D. of the pipe, and is a barrier for rodents, etc. The slot for the steel mesh is to be constructed so that the mesh can be removed for cleonout purposes. 1 This item may be precast or cast in place. F Expanded Steel STANDARD ENDWALL FOR PIPE UNDERDRAIN 101 12 VIRGINIA DEPARTMENT OF TRANSPORTATION NO. I REVISIONS BY APP. DATE C Rev. 2-92 SPE CIF "TION REFERENCE 105 233 302 DETAIL I cTif • Geotextile Fabric SECTION A -A DETAIL 2 Geotextile Fabric Min 3D ---- — i ZP A/) Y� Geotextile Fabric SECTION B-B # Use Typical Section shown on plans or normal side slope, bottom width, and depth of channel, ditch or natural ground. SPECIFICATION REFERENCE 204, 303 245 414 DETAIL 3 EC -I B -1 �, W Milk 3D O a B 3 M --- H �rx� �t Depth Geotextile Fabric SECTION A —A 9" DEPTH SECTION A -A s D represents spon for box culvert installations H = Diameter for round ppe,rise for pipe arch and box height NOTES For multiple tine installations Dimension D is to govern the protection outside the channel width On any Secondary Roads installation requiring erosion control stone where no endwoll or endsectron is specified on plans,construotlon Is to be in accordance with Delml 2 shown above Geotextile Fabric to be installed under all erosion control stone in accordance with the specifications MIN. DEPTH Dry Rip Rap Rip Rap Class 1 2' Class II 3' STONE FOR EROSION CONTROL VIRGINIA DEPARTMENT o/ TRANSPORTATION DENSELY COMPACTED BACKFIL! SHALL MEET P'- 152 NOTE 1 SPECIFICATIONS t 1211 Bc I BC VDOT A3 ° '� , ,r;, MIN = 4 CONCRETE . a' A. ':A- MIN - I/4 BEDDING o' a •' ► s INSIDE DI AM PIPE INSIDE DIA rr d" MIN. 12"-• 27" 3" 30 re -' 60 4 re - 7 60�r 6 r (CLASS A) NOTEI DENSELY COMPACTED BACKFILL SHALL MEET P-152 SPECIFICATION 12' I !' ! COMPACTED VDOT* 21-A . . ' A ' ' ' ' VDOT # 57 STONE OR APPROVED EQUIVALENT ypx (CLASS B) PI PE BEDDING DETAIL ALL PIPE SHALL RECEIVE CLASS B BEDDING UNLESS SPECIFICALLY NOTED OTHERWISE ON THE GRADING AND DRAINAGE SHEETS. DEL TA AIRPORT CONSULTANTS INC. f engineers - planners Richmond, Virginia Charlotte, North Carolina 4" 2'R ,. / y'. ..A y A. d. b . i a. e- .A. . 4 . , a a. A_ _A _— The bottom of the curb and - - gutter may be constructed parallel to the slope of sub - L—r.1 2,-0" surface courses provided a minimum depth of 7" is maintained. This area may be concrete at the option of the contractor This curb is to be used when design speed is 40 MPH or less on Rural highways and 45 MPH or less to developed urban a suburban areas. Note: Comb curb a gutter having a radius of 300' or less (abng face of curb) shall be paid for as radial combination curb a gutter This item may be precast or cast in place. Concrete to be Class A3 If cost In place, 4000 PSI if precast. SPECIFICATION COMBINATION 6" CURB GUTTER 105 VIRGINIA DEPARTMENT 502 Of TRANSPORTATION 201.03 8 OZ. NON -WOVEN FILTER FABRIC. OVERLAP 18" OPEN GRADED AGGREGATE (NO. 57) 6" PERF, SCH. 40 PVC IN CONFORMANCE WITH VDOT ROAD & BRIDGE SPECIFICATIONS, SECTION 240.10 UNDERDRAIN DETAIL NTS NOTES: 1. UNDERDRAIN TO BE INSTALLED AT LOCATIONS AS ORDERED BY THE ENGINEER. DRAINAGE DETAILS Kenneth W! Bramrner P.E. Reg. No. 12445 a sfoNAl. _ E I NAL AIRPORT WINCHESTER R G O 9439DETL.DWG SH T2 DRAWN BY' JOB NO. N TM /LVE VA 9 439 DESIGNED BY: SHEET JBP/MDK 7 SCALE' OF NONE DATE: 14 NOVEMBER 1994 NEAT SAW CUT (NO PAY ITEM) EXISTING E.P. HEAVY TACK COAT 12 SAW CUT EDGE EXISTING ROUTE 645 (NO PAY ITEM) PAVEMENT SECTION 1 1/2 -- 0 REVISIONS FOR VDOT COMMENTS /2 FIRE MARSHALL COMMENTS / GENERAL NO. I REVISIONS REMOVE & REPLACE EXISTING BITUMINOUS AIRPORT ROAD PAVEMENT TIE-IN DETAIL NTS FA ACCESS ROAD TYPICAL TYPICAL SECTION JCL KW13 1 4/17/95 JCL KWB 5/12/95 BY APP. I DATE NTS Al 2" 3" P-401 BITUMINOUS SURFACE COURSE P-602BITUMINOUS PRIME (NO PAY ITEM) -\ 3>. P-304 - CEMENT TREATED BASE COURSE 8" P-152 SUBGRADE 95% ASTM D-1557 APRON PAVEMENT SECTION DETAIL NTS NOTE> SEE SPECIFICATION FOR MINIMUM NUMBER OF LIFTS REQUIRED FOR P-304 INSTALLATION 2' SIDE 2' PARKING TYPICAL SECTIONS NTS DELTA )OT SM-2A 1111111'la AIRPORT CONSULTANTS, INC. Richmond, Virginia engineers - planners Charlotte, North Carolina VbOT SM-2A", 2" z VDOT 21 B:` 8' 1 0 ..... . . . . . .:.: P-152 SUBGRADE 95% ASTM D-1557 PARKING LOT PAVEMENT SECTION_ NTS P-152 SUBGRADE 95% ASTM D-1557 SITE ACCESS PAVEMENT SECTION NTS GRADE SHOULDERS , _ GRADE SHOULDERS FOR POSITIVE DRAINAGE 20 /— FOR POSITIVE DRAINAGE LTII pf. � Kenneth W: Branmw P.E. R". No. 12M -7 119 �011-ssfONALE"kcll AGGREGATE ACCESS ROAD SECTION NTS PAVEMENT DETAILS WINCHESTER REGIONAL AIRPORT 9439PAVE.DWG PLOT DRAWN BY: JOB NO. LVE I VA 9439 DESIGNED BY: SHEET JBP/MDK SCALE: OF 8 NONE DATE: 14 NOVEMBER 1994 GENERAL NOTES - FENCING FARM FENCE BARBED WIRE BARBED WIRE IS TO CONFORM TO ONE OF THE TYPES ALLOWED BY THE SPECIFICATIONS. UNLESS OTHERWfRE NOTED ON PLANS FOUR STRANDS WILL BE PROVIDED. SPACING OF STRANDS SHOWN IS SUGGESTED ONLY.ANY OTHER SPACING APPROVED BY THE ENGINEER MAY BE USED. WOOD POSTS WOOD POSTS TO BE SQUARE CUT OR ROUND TO THE DIMENSIONS SHOWN ON THE DRAWINGS. POST TOPS MAY BE FLAT OR CUT AT A 36' ANGLE. FOR WOVEN WIRE FABRIC, STAPLES ARE TO BE. USED AT TOP AND BOTTOM STRANDS AND AT A MINIMUM OF THREE INTERMEDIATE STRANDS PER POST. ONE STAPLE PER STRAND IS TO BE USED FOR BARBED WIRE FENCE, WHERE GATE, CORNER. OR BRACE POSTS FALL IN ROCK OR MARSHY AREAS THEY SHALL BE SET IN CLASS A3 OR Cl CONCRETE. METAL POSTS METAL POSTS ARE TO BE ONE OF THE TYPES SHOWN ON THE STANDARD DRAWINGS AND CONFORMING TO THE SPECFICATIONS. AT EACH CORNER AND STRETCHER POST WIRE FABRIC IS TO BE CUT AND ALL HORIZONTAL STRANDS SECURELY WRAPPED AROUND POST. BRACES ON CORNER, STRETCHER AND END POSTS ARE TO BE SECURED I'-6' FROM TOP OF POST WITH 1/2'BOLTS, IN LIEU OF SETTING POSTS IN CONCRETE, MANUFACTURER'S ANCHORING DEVICES MEETING THE SPECIFICATION REQUIREMENTS MAY BE USED WHEN APPROVED BY THE ENGINEER. BRACES MAXIMUM SPACING BETWEEN BRACES TO BE 500'. CORNER BRACES TO BE PROVIDED WHERE CORNER ANGLE IS 15 OR OVER. Litt BRACES TO BE PROVIDED WHERE VERTICAL ALIGNMENT CHANGES 15` OR MORE AND WHERE SPACING REACHES SOO'. MISCELLANEOUS FENCE IS TO BE LOCATED AS SHOWN ON THE PLANS OR DIRECTED BY THE ENGINEER. THE SIDE OF THE POST TO WINCH FABRIC IS TO BE ATTACHED WILL BE DETERMINED _ BY THE ENGINEER. FENCE TO BE GROUNDED IN ACCORDANCE WITH DETAIL SHOWN ON STANDARD FE 6 WHERE REQUIRED. UNLESS SPECIFIED ON PLANS, THE CONTRACTOR WILL HAVE THE OPTION OF FURNISHING EITHER METAL OR WOOD POSTS. POST TYPES ARE NOT TO BE INTERMIXED ON ANY ONE INSTALLATION. FE-CL Attach fence fabric to tension wire with hog - rings approximately 24'c-c CHAIN LINK FENCE WIRE FABRIC WIRE FABRIC SHALL HAVE A 2' MESH. MISCELLANEOUS IN LIEU OF SETTING POSTS IN CONCRETE, MANUFACTURER'S ANCHORING DEVICES MEETING THE SPECIFICATION REOLAREMENTS MAY BE USED WHEN APPROVED BY THE E NGINE ER. FOR GATES EXCEEDING 6'- 0' IN WIDTH ROLLED FORMED STEEL POST WILL NOT BE ALL OWED. CHAIN LINK FENCE TO BE GROUNDED IN ACCORDANCE WITH DETAILS SHOWN ON STANDARD FE-6, WHERE REQUIRED. STANDARD FENCE GENERAL NOTES VIRGINIA DEPARTMENT OF TRANSPORTATION Spp,Qll Height of brace to be in accordance with manufacturer% specifications Note o moisture excluding cop a required an tubular pods. Top and bottom selvage Tension wire no 7 gouge to be �barbed SP 5 SP5 galvanized coil spring wire stretched tout "H of "4tn 00 I" in 0 D. SP4 Post SM 1 c umn or 2; Pb ligouge WireClip each0 D. post I'beveled 8: b' vanizedstred Line Post P 3 bond withS bolt and nut HCI',,p 177,SP2 8-0used No. 6 gouge wire clamps to be fabric "H" -----� "Min to attach to columns (6 per post) RoiKidGroundLine aunt Line 316Var.3',IO.12'orl4�C on Crete ;i s"Min.round rod with turnbuckle/ I Typtcal spacing II +-�14"� s�141+- Footing 3'-6" 3-0' 1r End,Corner,Linebrace I betweenaHLinePostsl I ii orGotePost SINGLE SWING GATE 1 I' 10' IQ' ,t� -Concrete footing Line Post Line Post P--t END BRACE 10 IO• I Note. A moisture -excluding cap is required on lubuiar metal line posts 8_C" Material for cap shall conform to the allowable types for other NOTES listed fittings SEE GENERAL NOTES -FENCING FOR ADDITIONAL DETAILS AND INSTRUCTIONS See End Brace shown above for brace details; CORNER BRACE - To be used when horizontal alignment changes 15°or more Line _ bUU Maximum Spacing Between Braces Alternate anchor devices V may be used in lieu of , - setting post in concrete. Devices shown ore representational only See General Notes. ALTERNATE ANCHOR DEVICES Ground Line I 3-6 � ii -' Von f0; l2 or 14 L^ DOUBLE SWING GATE LINE BRACE - To be used when vertical (TO BE USED WHERE SWINGING CLEARANCE IS LIMITED) alignment changes 15" or more (�Fj n 'iot a ' IV L• p 75. (6 TOP HINGE PLUNGER BAR t�s..I�-I 75.. f CATCH (IOGa) 4012 FS4 ENO, GATE,OR CORNER ALTERNATE POST WITH STRETCHER s LATCH FORK ALTERNATE CORNER, LINE POST BAR ATTACHMENT END, OR GATE POST F5.5 BOTTOM GATE (See Detail A) CORNER 8 HINGE i • l i -4 Fabric - ATTACHMENT Wire fabric to be BOTTOM HINGE 747" -`woven into lock r 14 Go) i loops for entire length of post Fittings shown are suggested ALTERNATE BRACE only. Sirtrlor designs meeting FSI 1 the approval of the Engineer DETAIL A may be used STANDARD FENCE SPECIFICATION REFERENCE CHAIN LINK 242 507 502047 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISIONS BY I APP. I DATE FE-WI, W2 CORNER BRACE LINE BRACE LINE BRACE AT END LOCATION The brace wire to be placed around posts with one wire on each side (Exclusive of fabric) of trace Wire to be drown taut by twisting between brace and each F. 6 6" post This applies to all brace wires. s Diagonal 4"braces to be placed in direction of pull ex4"GoN Steel Dowel .' :n Post to be notched for diagonal 4" braces All 4"dlogonal braces to (Ea End all Hot Braces }i' 6•- FE- WI have two galvanized 12d nails of each end. �rO f 12 -FE-W2 4 Point Barbed 6 �. 6" 3 i+ 4 19 Wire Wire —6„ 1.- Min 4' -- -- - --� - - � c•` _ __. Twisted _ Brace O 3 n- 8' O I 0 - . I Comer Post B'-O„ 1; io 3.. GroundLineI n Pay -Lines Brace i f Typical Spar all Line 'r _ �1' ,.,;___ Pay -Lines YP rig �--Poy Unes---',>7_. (Exclusive of Fobrtc) Post nine Post Posts (Exclusive of Fabric) IF NOT OTHERWISE NOTED DIMENSIONS ANDOESCRIPTIONS SHOWN ON ONE DRAWING APPLY TO OTHER DETAILS sL2;x2}xPosiwithL2x2xx7'-0"Braes WITH THE SAME POST TYPE or 2 00 Post (1365'-5% Ibs/ft w,thl --�--- 12"FE - W2 —4 Point Barbed Wire - O D Braces 0 2.27 5% lbs /ft 6" FE - WI IF \, s r 6' « J_ I Ground io ?•0\ f /\2.0 Line ii v 12•'x12'x12"Cone Blockrn I' ci2"x12"x12" JL�, ' Stretcher Post "-' 12-0^CC 1 ,'' -•� 12"� - Line Post T -- -------I other Post Conc.Bkxk T'��"� (See detad below) (Typicol Spacing between all Line Posts) im' Concrete Footing NOTES Line posts ore to be of the I SEE GENERAL NOTES - types shown or equivotent L2 x 2x t� to be L2zx2Txa FENCING FOR ADDITIONAL meeting the approval of the cul to fit around 2 Long bracket Engineer. L2j x2g xx stretcher bolted to stretcher DETAILS AND INSTRUC past post - TIONS All posts ore to have o 1 minimum weight of 1.25lbs. lI per foot 0 A mifamum of five clamps for attaching fabric to post are to beinc luded in cost of � each line post IIILttPtt For use inheu of setting posts in concrete Devices ALTERNATE Flanged•'U";, �9 Type T"Type shown ore representahonai only See General Notes METHODS OF ATTACHING ANGLE METAL LINE POST ALTERNATE ANCHOR DEVICES BRACES TO STRETCHER PLOWS STANDARD FENCE SPECIFICATION REFERENCE WOVEN WIRE FABRIC 242 507 502.02 VIRGINIA DEPARTMENT OF TRANSPORTATION 236 unless called for on the plans or airectea by the Engineer, fence grounding will berequnedonly Cost for furnishing and placing oil grounding motertols is to be at the following locations included in price bid per linear foot of fence. Metal fences, including plastic coote0fence fabric. Details shown hereon are to apply to all fence types. Lawn fences shall have grounds installed of points 50' beyond will be grounded only when recommended by the Engineer. the overhead points of outside conductors of 500 KV and above high voltage lines posstng above the fence line If the conductors of the high voltage line ore parallel to and within 40' of the fence Iine as measured horizontally, additional grounds snall be nnn.rI- suitoble installed at 50'moximum intervals along the paralled section of fence. Far chain link fence grounding, see detail below ELEVATION NOTES FE 6 Approximate materials per ,nslolMoon: i round by 9 long copper clod ground rod 1 round rod clamp I 7-O"441, 6AWG solid copper wire 3ecompression connectors (suitable for copper&aluminum) +k Minimum 3 connectors for 47" fence fabric to be secured to top, bottom,ond one ime(medrate horizontal wire strand One additional connector to be furnished for each strand of barbed wire On barbed wire instatlotions, one connector is to be furnished for each strand Ground wire is to be in contact with horizontal wire of fence by compression connectors as shown. Ground rods to be located on post side of fence Grid as close as possible to post and fence f round by ---4 ' 11 1 Bclod g' tang rocund opper I -�- - - - - - rod I I 4 I ELEVATION I dio cadmium plated S.� plus gold chromoted steel U•Bott and Nut. I,V 6 AWG C opper Fence Fence I V Compression type connector Cost bronze Post 3 attachments Post Copper ground wire y round rod clamp pion finishper grounded Drill 8 Top- j _1 olocated p,tm ddle,ond Copper boll Capper lug bottom. DETAIL A Copper ground wire ALTERNATE DETAIL FOR GROUNDING STEEL POST OF CHAIN LINK FENCE SPECIFICATION REFERENCE STANDARD METHOD OF FENCE GROUNDING 507 VIRGINIA DEPARTMENT 236 of TRANSPORTATION 502.07 DEL TA '01IF AIRPORT CONSULTANTS, INC. engineers - planners Richmond, Virginia Charlotte, North Carolina LATCH POST 24' 11'-6" 4" MIN. O.D. �o o A 0 PLAN VIEW A yl 14" vuv i I !LMJJ n� --{ 14" 1— —1 14" 1f 3000 PSI CONCRETE TRACK MEMBER 2 2" x 5" STRUCTURAL TUBE Ni "I',O 0 d ro' � Y !i Kenne+ Vr. aronmer'P.E. Reg. No. 12995 �o�FSSNONA� 2"x5"EX TRUCK A`_ HANGER A� 2"x2"� SECTION A -A SECTION B-B MANUAL 24' SLIDING GATE DETAIL NTS GATE SCHEDULE GATE OPENING (f) TYPE G -1 14' SINGI E SWING G- 2 '5' SINGLE SWING G- 3 24' MANUAL SLIDE G -4 3' SINGLE SWING FENCE DETAILS WINCHESTER REGIONAL AIRPORT SIN. O.D. E POST (TYP) 9439DETL.DWG SHT2 DRAWN BY: JOB NO. N TM /LVE VA 9 439 DESIGNED BY: SHEET JBP/MDK SCALE: OF 9 NONE DATE: 14 NOVEMBER 1994 SEDIMENT AND EROSION CONTROL NARRATIVE AND NOTES 1. PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT AT WINCHESTER REGIONAL AIRPORT IS TO PREPARE A BUILDING SITE AND PARKING FOR A PROPOSED AIRPORT HANGAR. MATERIAL FOR THE ONGOING TAXIWAY RELOCATION AND APRON EXPANSION WILL BE INCORPORATE INTO THE IMMEDIATE CONSTRUCTION AREA. RUNOFF FROM DISTURBED AREAS WILL INITIALLY BE ROUTED THROUGH A SYSTEM CONSISTING OF 2 EXISTING WATER QUALITY BASINS. 1 NEW TEMPORARY SEDIMENT BASIN AND 3 NEW TEMPORARY SEDIMENT TRAPS. 11. EXISTING SITE CONDITIONS THE SITE IS AN AREA OF GENTLE TO STEEPLY SLOPING TERRAIN. APPROXIMATELY 80 ACRES OF THE SITE WILL BE DENUDED DURING THE CONSTRUCTION OF THIS PROJECT. UNDISTURBED AREAS OF THE SITE ARE EITHER PAVED OR COVERED WITH AVERAGE TO HEAVY GRASS. THERE ARE SOME BRUSHY OUTLYING AREAS. IU ADJACENT PROPERTY RESIDENTIAL AREAS, AVERAGE i ACRE LOT SIZE, BORDER THE CONSTRUCTION SITE ON THE WEST. AGRICULTURAL AREAS ARE LOCATED TO THE SOUTHWEST AND A GOLF COURSE TO THE NORTH. AIRPORT PROPERTY BORDERS ON THE EAST. ALL PROPERTY TO THE SOUTH AND WEST IS TARGETED FOR COMMERCIAL DEVELOPMENT. IV, SOILS THE FOLLOWING SOIL TYPES ARE FOUND IN THE CONSTRUCTION AREA: 1C BERKS CHANNERY SILT LOAM, 7 TO 15 PERCENT SLOPES, MODERATE PERMEABILITY, MEDIUM TO RAPID RUNOFF, MODERATE EROSION HAZARD. 36 BLAIRTON SILT LOAM, 2 TO 7 PERCENT SLOPES, MODERATE PERMEABILITY, MEDIUM RUNOFF, MODERATE EROSION HAZARD. 98 CLEARBROOK CHANNERY SILT LOAM, 2 TO 7 PERCENT SLOPES, MODERATELY SLOW PERMEABILITY, MEDIUM RUNOFF, MODERATE EROSION HAZARD. 9C CLEARBROOK CHANNERY SILT LOAM, 7 TO 15 PERCENT SLOPES, MODERATELY SLOW TO SLOW PERMEABILITY, MEDIUM TO RAPID RUNOFF, MODERATE EROSION HAZARD. 410 WEIKERT-BERKS CHANNERY SILT LOAM, 15 TO 25 PERCENT SLOPES, MODERATELY RAPID PERMEABILITY, RAPID SURFACE RUNOFF, HIGH EROSION HAZARD, V. SEDIMENT AND EROSION 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 EROSIQN AND SEDIMENT CONTROL HANDBOOK. (VESCH), THIRD EDITION, DATED 1992, AS AMENDED, THE COST FOR MATERIALS, CONSTRUCTION, MAINTAINING AND REMOVAL OF EROSION AND SEDIMENT CONTROL MEASURES SHALL (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 15 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. SOIL STABILIZATION MUST ALSO BE APPLIED WITHIN 15 DAYS TO DENUDED AREAS WHICH MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 60 DAYS. SOIIL STOCKPILES MUST BE STABILIZED OR PROTECTED WITH SOIL STABILIZATION AND/OR SEDIMENT TRAPPING MEASURES TO PREVENT SOIL LOSS. 3. 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 AND STANDARD 3.08, CULVERT INLET PROTECTION) 4. THE CONSTRUCTION OF NON-EXEMPT (REF: VESCH, PAGE 111-F) UNDERGROUND UTILITY LINES SHALL BE SUBJECT TO THE FOLLOWING CRITERIA: (A) NO MORE THAN 500 FEET OF TRENCH ARE TO BE OPENED AT ONE TIME; (8) WHERE "CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS, EXCAVATED MATERIAL IS TO BE PLACED ON THE UPHILL SIDE OF TRENCHES; AND (C) TRENCH DEWATERING DEVICES SHALL DISCHARGE IN A MANNER WHICH WILL NOT ADVERSELY AFFECT FLOWING STREAMS, DRAINAGE SYSTEMS OR OFF - SITE PROPERTY. 5. PERMANENT SEEDING COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. 6. WHENEVER CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS,PROVISIONS MUST BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT MAUD) BY RUNOFF OR VEHICLE TRACKING ON TO PAVED SURFACES THROUGH THE USE OF TEMPORARY CONSTRUCTION ENTRANCES (VESCH STANDARD AND SPECIFICATION 3.02). WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE SWEPT OR MANUALLY REMOVED AND PLACED IN A DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN 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. 7. PROPERTIES ADJACENT TO THE PROJECT SITE SHALL BE PROTECTED FROM SEDIMENT DEPOSITS. PARTICULAR ATTENTION AND EMPHASIS SHALL BE PLACED ON PROTECTING THE WETLAND AREAS LOCATED WITHIN THE PROJECT SITE. 8. SEDIMENT TRAPS, DIVERSION DIKES, SILT FENCE, 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 15 DAYS OF INSTALLATION. 9. 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. ALSO, GRASSED DRAINAGE DITCHES WHICH ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF CONSTRUCTION SHALL BE STABILIZED BY THE CONTRACTOR USING JUTE MESH OR OTHER APPROPRIATE STABILIZATION MEASURES. ADDITIONAL SLOPE AND DITCH STABILIZATION ARE CONSIDERED AS NO PAY ITEMS. 10. ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL PRACTICES MUST BE MAINTAINED AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. 11. CUT AND FILL SLOPES SHALL BE ROUGHENED IN ACCORDANCE WITH VESCH STANDARD SPECIFICATION 3,29, "SURFACE ROUGHING". 12. THE CONTRACTOR SHALL INSTALL AND MAINTAIN A SYSTEM OF STANDARD VESCH (FD 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. NO. I REVISIONS I BY I APP. I DATE 13. ALL TEMPORARY 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. TRAPPED SEDIMENT AND OTHER DISTURBED SOIL AREAS RESULTING FROM THE POSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 14. THE CONTRACTOR SHALL BE REQUIRED TO OBTAIN AN EROSION AND SEDIMENT CONTROL PERMIT FROM THE COUNTY OF FREDERICK. 15. TEMPORARY SEEDING SHALL BE IN ACCORDANCE WITH STANDARD AND SPECIFICATION 3.31 OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 16. SEDIMENT REMOVAL FROM THE EROSION CONTROL STRUCTURES SHALL BE DISPOSED OF IN AREAS PROTECTED BY EROSION CONTROL DEVICES OR AS ORDERED BY THE ENGINEER. Vi. STRUCTURAL PRACTICES TEMPORARY CONSTRUCTION ENTRANCE - 3.02 THIS DEVICE SHALL BE INSTALLED AT ALL POINTS OF CONSTRUCTION ACCESS TO PUBLIC ROADWAYS, MAINTAINED AIRPORT ROADWAY AND TAXIWAYS. SILT FENCE - 3.05 THIS DEVICE WILL BE INSTALLED IN THE LOCATIONS SHOWN ON THIS PLAN. STORM DRAIN INLET PROTECTION - 3.07 ALL STORM DRAIN INLETS DRAINING DISTURBED AREAS SHALL BE PROTECTED DURING CONSTRUCTION. CULVERT INLET PROTECTION - 3.08 ALL CULVERT INLETS DRAINING DISTURBED AREAS SHALL, BE PROTECTED DURING CONSTRUCTION. SEDIMENT TRAPS - 3.13 THESE TRAPS WILL BE INSTALLED AT THE LOCATIONS SHOWN ON THE SEDIMENT AND EROSION CONTROL LAYOUT PLAN. THEY WILL REPRESENT A SMALL PONDING AREA FORMED BY CONSTRUCTING AN EARTH EMBANKMENT WITH A GRAVEL OUTLET ACROSS A DRAINAGE SWELL. THE PROPOSE OF THE TRAPS IS TO HOLD SEDIMENT LADEN RUNOFF SO THAT MOST OF THE SEDIMENT WILL SETTLE OUT. OUTLET PROTECTION - 3.18 THIS DEVICE WILL BE INSTALLED AT THE LOCATIONS SHOWN ON THE PLANS. THE PURPOSE OF THIS DEVICE IS TO PREVENT AT STORMWATER OUTLETS, TO PROTECT THE OUTLET STRUCTURE, AND TO REDUCE THE VELOCITY OF CONCENTRATED STORMWATER FLOWS. CHECKDAMS - 3.20 THIS DEVICE WILL BE INSTALLED AT THE LOCATIONS SHOWN ON THE PLAN. THE DEVICES WILL BE USED TO REDUCE THE VELOCITY OF CONCENTRATED STORMWATER FLOWS, THEREBY REDUCING THE EROSION IN NEWLY CONSTRUCTED SWALES AND DITCHES. VIE VEGETATIVE PRACTICES 1. TOPSOIL STOCKPILE - 3.30 TOPSOIL SHALL BE STRIPPED, STOCKPILED AND THEN REDISTRIBUTED OVER THE AREAS TO BE PERMANENTLY SEEDED UPON REACHING FINAL GRADE. TOPSOIL STOCKPILE LOCATIONS SHALL BE APPROVED BY THE ENGINEER. SURPLUS TOPSOIL SHALL BE REMOVED TO THE WASTE AREAS, 2. TEMPORARY SEEDING - 3.31 THE TEMPORARY DIVERSION DIKES, TOPSOIL STOCKPILES, AND ALL AREAS TO BE ROUGH -GRADED DURING THE INITIAL PHASE OF CONSTRUCTION SHALL BE SEEDED WITH FAST -GERMINATING, TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING. SELECTION OF THE APPROPRIATE SEED MIXTURE WILL DEPEND UPON THE TIME OF YEAR IT IS TO BE APPLIED. Vill. 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 BE 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. IX. 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 SPECIFICATION T- 901 AND T-908. X. STORMWATER MANAGEMENT CALCULATION OF RUNOFF BEFORE AND AFTER DEVELOPMENT INDICATES THAT THERE WILL BE INCREASES IN RUNOFF PEAK AS A RESULT OF ULTIMATE DEVELOPMENT. CONSEQUENTLY, STORMWATER DETENTION FACILITIES ARE DESIGNED TO RELEASE EQUAL TO OR LESS THAN THE 10 YEAR PREDEVELOPED DISCHARGE AND STORE EQUAL TO OR MORE THAN THE 10 YEAR POST DEVELOPED PEAK STORM EVENT. XI. MAINTENANCE IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WALL BE CHECKED WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL. THE FOLLOWING ITEMS WILL BE CHECKED IN PARTICULAR: 1. THE SEDIMENT TRAPS WILL BE CHECKED REGULARLY FOR SEDIMENT CLEANOUT. 2. THE GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT CLEANOUT. 3. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE REPAIRED AND RESEEDED, AS NEEDED. 4. THE SILT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION. 5. THE SEDIMENT TRAPS WILL BE CLEANED OUT WHEN THE LEVEL OF SEDIMENT BUILDUP HAS FILLED ONE HALF OF THE VOLUME OF THE RESPECTIVE TRAP, STONE CONSTRUCTION ENTR_Ay CE C E 3.02 70' MIN. i EXISTING A FILTER CLOTH' o MIN.I A[ SIDE ELEVATION PAVEMENT 3' MOUNTABLE BERM (CPT,CNAL) EXISTING GROUND 70' MIN. -�- I I B WASHRACK !0' MIN. (CPTICNAL) -� 10' MIN. 12' MIN." j•--- EXISTING PAVEMENT Af- 1 7� LVDOT ri PCSITIVE DRAINAGE 10' MIN. COURSE AGGREGATE B I TO SEDIMENT I TRAPPING DEVICE_ - %RUST EXTEND FULL WIOTH OF INGRESS AND EGRESS P OPERATION LAN VIEW 1 WIN. ­ 11 ­,,, SECTION A -A UKAi N ZWAl„ SECTION B-B CONSTRUCTION OF A SILT FENCE ( WITHOUT WIRE SUPPORT) I. SET THE STAKES. I�SF 3.05 2' EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6' MA X . jl FLO w 3 STAPLE FILTER. MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 4 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. G _ FLOW SHEET FLOW INSTALLATION (PERSPECTIVE -VIEW) � I I F OW POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) ; A 6\\\\\- SILT .FENCE CULVERT INLET PROTECTION CIP 3.08 ENDWAIJ_ L TOE OF FILL c SILT FENCE DISTANCE IS 6' MINIMUM IF FLOW ' IS TOWARD EMBANKMENT i1CW OPTIONAL S T 0 VE COMBINATION FLOW .. VOOT #3, #357 OR #5 COARSE AGGREGATE TO REPLACE SILT FENCE IN " HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED 1.C' 1 1.5' 1 -1 P. i - I I I RIPRAP BLOCK' AI1�-D GR! VEL DROP 12VLET SEDI_VE-V T FILTER. I P 3.07 'HIRE SCREEN -� - /�- CONCRETE BLOCK ------------- RUNOFF - WATER WITH SEDIMENT DEL TA 'or,jr AIRPORT CONSUL TANTS INC. IMF &I engineers -planners Richmond, Virginia Charlotte, North Carolina OVERFLOW i f"-- NIRE SCRE_.v �-- = L-7-=E_ - SEDIMENT SPECIE IC=?LICATICN 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 u3, TC57 OR #5 COARSE AGGREGATE kUrn f� W. 8"wnmer P. E. Rag. No. 12445 NAIL ENS' ROCK CHECK D A M Eii0) 2 ACRES OR LESS OF DRAINAGE AREk 6" 3' FILTER. CLOTH (OPTIONAL) (DOWNSTREAM VIEW) VDOT --"I COARSE AGGREGATE --�� FLOW �2 �� 3 CESIGN HIGH WATER (25-YR. STORM ELr 67 C.Y./ AC. T DRY STORAGE 67 C.Y./ AC. 'NET " STORAGE -'06.00 MIN. 2.0 MIN- 3.0' MIN. 1.0' - 703.00 `- RISER CREST DEWATERING DEVICE SEDIMENT CLEANOUT POINT - DESIGN ELEVATIONS WITHOUT EMERGENCY SPILLWAY (RISER PASSES 25-YR. EVENT) BLOCK &c GRAVEL CURB INLET SEDI!vlENT FIL TER EiD CURB INLET R WIRE SCREEN t-- CONCRETE BLOCK -� -- GRAVEL FILTER WATER WITH OVERFLOW SEDIMENT ii� Imo, Ii SEDIMENT WIRE SCREEN , 2" X WOOD STUD SPECIAL APPLICATION FILTERED WATER � II 11 71 CURB INLET THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF TH'E STRUCTURE. GRAVEL SHALL BE VDOT #3, 11357 OR d5 COARSE AGGREGATE SEDIMENT & EROSION CONTROL WINCHESTER REGIONAL AIRPORT 9439ERO.DWG SH T1 DRAWN BY: JOB NO. NTM/LVE VA 9439 DESIGNED BY: SHEET MDK/JBP SCALE: 10 NONE Of DATE: 14 NOVEMBER 1994 3/8 � 3/8 1-1/2 COLORS: LEGEND, CIRCLE, DIAGONAL —RED BACKGROUND — WHITE LETTER P, BORDER —BLACK NO PARKING FIRE LANE SIGN DETAIL FULTON HANGAR -- -- ------ ---- .... _.... _-- --- .. -.,. --- ---- Wes, CENTER SYMBOL 8' —5' IN STALL -- � (g') HANDICAP PARKING SPACE (TYP.) (SEE DETAIL) 12"X18" i R7-8 HANDICAP PARKING SIGN i PARKING BLOCKS CENTER IN EACH PARKING STALL 45 2' 9 SPACES @ 10' SPACE © 13' 30't R = 2.5' 12"X18" "NO PARKING FIRE LANE" SIGN . 1 REVIEW AGENCY REVISIONS 2 PLANNING DEPARTMENT REVISIONS Q VDOT COMMENTS Q FIRE MARSHALL COMMENTS/GENERAL NO. I REVISIONS 12"X18" "NO PARKING — FIRE LANE "SIGN AT PC PROPOSED HYDRANT — 5'— (TYP. ) 12"X18" "NO PARKING FIRE LANE"----/ SIGN AT BEND PT. MDK KWB 1 2/1/95 MDK KWB 2/15/95 JCL KWB 4/17/95 JCL KWB 5/12/95 BY I APP. I DATE 1 13 SPACES ® 10' 1 SP.@ 16' 8 \ 24" WIDE WHITE STOP LINE AIRPORT ROAD (S•R. 645) PROPOSED HYDRANT (OUT SIDE S.R. 645 RIGHT-OF-WAY) -----------...- .._ 2'(TYP. ) HANDICAP PARKING SPACE MARKING N TS NOTES: 1. DIMENSIONS SHOWN IN PARENTHESIS () APPLY TO VAN ACCESSIBLE SPACES ONLY. 2. HANDICAP PARKING SYMBOLS SHALL BE BLUE ON A WHITE BACKGROUND. 3. HANDICAP HATCHING SHALL BE 3" WIDE AND BLUE IN COLOR. 4' FIRE LANE HATCHING N TS NOTES: 1. FIRE LANE HATCHING AND BORDER SHALL BE 3" WIDE AND YELLOW IN COLOR. MARKING NOTES: 1) ALL PARKING SPACE LINES SHALL BE 3" WIDE AND WHITE IN COLOR DEL TA AIRPORT CONSULTANTS, INC. engineers - planners Richmond, Virginia Charlotte, North Carolina Kenneth W $rorrmer P.E. Reg. No. ? 2995 �`cSS�OWALcN�'�\. E, ter, 1 1 /2 2C 1 2C 1 1 1 /2 2 1/2 NOTES: LEGEND AND BORDER — GREEN WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND — WHITE ** SYMBOL TO BE STANDARD PER MUTCD. HANDICAP PARKING SIGN DETAIL N TS mll NOTE: SYMBOL SHALL BE FIELD LOCATED IN HANDICAP PARKING STALLS PRIOR TO PAINTING HANDICAP PARKING PAVEMENT SYMBOL N TS 30 0 30 60 1 "= 30' SCALE FEET MARKING LAYOUT AND DETAILS WINCHESTER REGIONAL AIRPORT 9439MARK.DWG SH T1 DRAWN BY: JOB NO. NTM/LVE VA 9439 DESIGNED BY: SHEET MDK/JBP 11 SCALE: 1 " = 30' of DATE: 14 NOVEMBER 1994 -SHALL NOT EXCEED L MANUFACTURER'S RECUMMENDFD SPACING 1'--0 L3'_L-�--1- 1, 0--3'-0Lj_v OJ ,LEAK DETECTOR STANDARD LU-1 1 -------------- --� -.ter __ SKIDS - - --- S TRAPPING SECTION ENCASEMENT PIPE W/ CARRIER PIPE /j VARIES T YPt 6' -� �- t 7NOTCH WIDTH TO NOTCH SKIDS TO PREVENT MEET BANDING REQUIREMENT BANDING FROM BEING CUT AS PIPE IS PLACED IN IFIE BEVEL SKID ENDS CASING TIMBER SKID STAINLESS STFFL STRAP CUNC. OR STEET- -- ENCASEMENT PIPE: STAINLESS STEEL STRAP CARRIER Plff- � // � % ,n "'I#m� � NOTCH D?_ WODD BLOCKING - 8' MIN THICK BRICK 8 MORTAR PLUG LNt.nac- MENT PIPE STEEL ENCASEMENT PIPE MINIMUM THICKNESS COVER TO 15 FEET COVER 15 FT. LOVE _ 12' 1/4' 16' 1/4 1/4 1/4 USE MIN._ 5/16' 1B' 24' 30 48' SLOB 7/16' `_7/16.' _. --- - 7/16' - 7/16' GENERAL NOTES 1. TIMBER SKIDS SHALT. BE LOCUST, CYPRESS, PRESERVATIVE TREATED HARDWOOD, DR OTHER MATERIAL APPROVED BY THE ENGINEER. PRESERVATIVE SHALL CONFORM TO SECTION 236 OF THE SPECIFICATIONS, P. METAL STRAPS AND CLIPS HOLDING BLOCKING TO CARRIER PIPE SHALL. BE STAINLESS SIFEA. WITH A MINIMUM CROSS SECTION OF 0.014 SO, IN. STRAP SPACING SHALL BE A MINIMUM fIF TWO (2) RANDS PER SKID LENGTH. 3. STEEL ENCASEMENT PIPE SHALL BE GRADE R AND SHALL CONFORM TO SECTION 23202(C)7 OF THE SPECIFICATIONS. 4. CARRIER PIPE SHALL BF PUSHED OR PULLED THROUGH THE ENCASEMENT PIPE SO THAT JOINTS ARE At -WAYS BEING COMPRESSED, 5, CARRIER PIPE SHALT_ BE WRAPPED WITH TAR PAPER AT MASONRY PLUG. 6. MASONRY PLUG SHALL BE VATERTIGHT. 7. CONCRE_TE PIPE FOR F1 20 LIVE LOAD AS PER STANDARD PC-L 8 ENCASEMLNT PIPE SHALT. BE BEDDED IN ACCORDANCE WITH STANDARD PB-1. TYPE 'A' TYPE 'B' CONCRETE OR STEEL ENCASEMENT PIPE 1404.oi VIRGINIA DEPAPIMFNT (IF TWANSPfWIATHIN RB-1 2/3 D.8' MIN. - BEND REND D 2/3 D,8' MIN. A • - POUR TO UNDISTURBED E EARTH P1 AN POUR TO SIDE VIEW UNDISTURBED EARTH- DIA. D C�+ i- e D/4 - --� B o F DIA. -• CONCRETE REACTION F BLOCK SECTION SECTION HORIZONTAL BENDS UPPER VERTICAL 11 1/4' - 45' BENDS NOTE, PAINT ALL EXPOSED STEEL WITH TWO COATS [IF A WATERPROOF BITUMASIIC COMPOUND. ALL CONCRETE SHALL BE CLASS A-3 c� PL AN -- POUR TO \UNDISTURBED EARTH CON ..�, REACTION BLOCK SEAT ION TEES POUR TO I IAl1FT f T ] ID DC n D I PLAN PLAN POUR TO POUR TOUNDISTURBED UNDISTURBED EARTH -- OR CAP EARTH` 45° 0 1 a° D M � n a P a n•A an n DIA. • l 1 es arena CONCRETE REACTION - BLOCK - R - SECTION SECTION PLUGS HORIZONTAL BENDS 90' H IZONTA B N S _ UPPER VERTICAL BENDS-- PLUGS HURiZ BENDS TEE DIA, 11 1/4• 22 1/26 4 ° 11 1/4' 2 1120 450 -__ - 90° BRANCH A B C A H I C A B C E F G E F G _ E F -G L M N 0 P R S T U V W 4' .50 .58 .75 .75 .S9 .75 1. .56 .75 0_ •58 _ .58 .75 .50 .58 1.25 .58 .S.50 1.17 1.50 1.17 1.17 1.67 .42 .75 •67 .75 .50 .50 58 .75 .75 75 425 _aj .75 .50_ .58 .58 .75 .58_ -.58 _1.25 58 .5 .50 1.17 1.50 1.17 1.17 L67 75 _67 .75 .50 8' .67 .67 ,75 1,00 .75 2.00 -- j .75 A7 .67 .58 1,00 .67 .67 2. .75 __8_ 67 1,5 2,25 LS_ 150 1.75 .50 _7-5 _93 1.00 .67 10' .83 .75 _75 J_5 75 .83 .7 ' .92 J5 .6 1�50 _.83 .61 2_0 _.75 .8 67 2.0 2�50 1•6 2.08 1.75 .50 1.00 1.25 .67 J 00 _ Q ,75 .7 2.92 _ , l jJ _1Q 6 7 _.67 2.5 .92 9 2.3 3.25 2,00 2.5 1.92 SA 1.00 1.25 1.42 .67 1b' _ 1.17 367 1.25 1.42 113 100 _75 83 .75 3.3 1. 5 1.25 1. 2.9 4,17 2.08 3.00 2.17 y83 1.17 1.67 L83 .63 1• 7 1.17 1.00 3.17 1.17 1,33. 4.75 1,50 1.83 1.6 1.17 .83 3.00 1.17 1.00 4.17 1,50 150 1.3 3.75 5,17 3.50 3.8 1.00 1,33 2.OE 2.25 1.17 24' 2.00 1.3 QD_ 4.00 13 1.50 @ 1_67 _1.92 _2,Q_ 1,33 1.00 3.50 1.33 100 5.00 1,75 1.7_ 1.6 4.33 6,25 4A7 4.00 3.00 1.00 IM 2.50 2.67 1.33 JQ 1,50 1.08 5.00 _1.55_ 1.75 7.9_5 2.00 3,0 2,5 1.58 1.08 4.17 1 LOB 6.2 2.2 2.2 _20 5.4 7.4� 5 7 5.00 3,83 1.17ld� 3.08 3.92 1.83 36' 3.00 1 1.9211.17 b.7 51 2,0012.50 3.33 3,00 1.58 1.17 5.33 2.00 1.17 _7 2.00 6.50 9.00 6.83 6.00 4.93 1.17 2.00 375 13.92 F1.83 REACTION BLOCKING WATER AND SANITARY SEWER FACILITIES 1402.01 VIRGINIA DEPARTMENT fIF TRAfI't'"" ',' L;t! NO. I REVISIONS I BY I APP. I DATE SHEET I OF 3 1 FH I MAIN 6' VALVE -- HYDRANT - TEE OR CROSS MECHANICAL JOINT _ -__ ONLY __ _ - p_- FINISH GRI - 3/4'0 THREADED TIE BAR - 3/4' TIE_ BOLT AGGREGATE EXTEND OR P6 10 EXTEND ABOVE WEEP HOLE TYPE 1 RESTRAINT N[7TE RODS MAY BE INSERTED THROUGH BOLL HOLES IN LIEU OF USING TIE-BULTS. IF USED, KEEPER NUT L WASHER MUST BE INSTALLED BEHIND GLAND. UNDISTURBED SOIL MAIN - TEE OR CROSS / MECHANICAL .JOINT _ ._...3� DNL Y RETAINER �J GLANDS C1 - L --_�- - GASKET GASKET - 6' VAL VE --..._-------- 3' MAX. ----- - -{-- - _ ._...-- VARIABLE i TYPE 2 RESTRAINT FIRE HYDRANT 140701 VIRGINIA DEPARTMENT OF TRANSPORTATION TWATED 2- x 4- YRH TOP 6' PANTED BLUE MtFTER COVER SET 2" ADM VARIES AS REpUkfI) (FN. GRADE PRIOR Is, \TO SOoaNc \ J 1. HYDS TO BE SET WITH BURY LINE POSITIONED Al GRADE WITH NOZZLES SET AS INDICATED ABOVE. 2. WHEN SET BEHIND CURB THE HOSE NOZZLES ARE TO BE PARALLEL OR AT RlfiHl ANGI ES TO THE CURB, WITH THE PUMPER NOZZLE FACING THE CURB. 3. HOWL OF THE HYD. TO BE BLOCKED AGAINST U1DISTURBED EARTH WITH CLASS A-3 CONCRETE OR AS DIRECTED BY THE ENGINEER. 4. FIRE_ HYDRANTS SHALL HAVE TWO 2 1/2 INCH HUSE NOZZLES AND THE SIZE OF THE PUMPER NOZZLE L TYPE OF OPERATING NUT SHALL BE AS SPECIFIED [IN THE PLANS. AGGREGATE x57 OR 58 BEDDING - 3' STONE BEDOOM St%iOUMM 2 METER eY OTtEXS METER BOx I so" DEEP CORPORATION STOP BOx I 36 ' MN. C►f CX VALYE YTTII DR Art VALVE is• s.. ~N YOKE � VALVEE rCR l _ 6 MIN % VATER I"AIN 6 STONE SEDOW -- lJ TYPE --K COPPER TueW, CONT MOONS YR?/OUT JONTS FROM MAN TO ?- fTEF � �- LIMITS OF SITE MOTE EXACT LOC A T ION OF MUTER BOX ASSEMBLY CONTRACTORS TO BE APPROVED PRIM TO !RS T Ail AT pNi RESPONSIBILITY BEGINS HERE WATER METER NOTE: FCSA TO BRING CERVISE TO PROPERTY LINE W/METER BOX. COMPACTED BACKF-ILL INITIAL BACKFILL SEE SECTION 520,03 VDOT SPECS VI\ 12' MIN. 0. D. 4' MIN, 0. D. + 2 4' A( --� TYPE 3 VDOT UB-1 BEDDING Cots DEL TA 44 AIRPORT CONSULTANTS INC. engineers - planners Richmond, Virginia Charlotte, North Carolina Kenneth W. Brarnmer P.E. Reg. NO. '.2995 �N�-,-SSIONAL - LID MARKED "SEWER" INSTALL FLUSH WITH FINISHED SURFACE FORCE MAIN UTILITY NOTES 1. CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT AND PERFORM ALL WORK INCLUDING RESTORATION FOR THE COMPLETED INSTALLATION OF THE UTILITY SYSTEMS AND OTHER IMPROVEMENTS SHOWN OR IMPLIED AS NECESSARY FOR THE COMPLETED FACILITY READY FOR USE. UNLESS OTHERWISE NOTED SPECIFICATIONS FOR ALL WORK TO BE IN ACCORDANCE WITH APPLICABLE STANDARDS AND CONSTRUCTION SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION, VIRGINIA DEPARTMENT OF HEALTH, FREDERICK COUNTY SANITATION AUTHORITY AND THE CONTRACT DOCUMENTS. 2. NEW WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY, THE CONTRACTOR SHALL COORDINATE WITH THIS AGENCY AND ARRANGE FOR AN INSPECTION BY THE COUNTY AS NECESSARY. 3. EXACT LOCATIONS FOR SEWER AND WATER SERVICES TO BE DIRECTED BY FREDERICK COUNTY SANITATION AUTHORITY INSPECTOR IN THE FIELD. THE CONTRACTOR TO PROVIDE ASSISTANCE AS THE INSPECTOR MAY REQUIRE IN THIS EFFORT. 4. TEMPORARY TERMINATION OF SEWER LINES SHALL BE PLUGGED WITH A WATER TIGHT PLUG, THE END OF THE LATERAL SHALL BE MARKED WITH A TREATED 2 X 4 POST EXTENDING FROM THE PLUG TO 18' ABOVE THE GROUND. THE TOP 6" OF THE POST SHALL BE PAINTED GREEN. SEWER LATERAL ELEVATIONS TO BE COMPATIBLE WITH GRAVITY SERVICE TO PROPOSED BUILDINGS AS SHOWN IN THE ARCHITECTURAL DRAWINGS. 5. THE FREDERICK COUNTY SANITATION AUTHORITY (FCSA) IS RESPONSIBLE FOR THE INSTALLATION OF WATER METERS. BEFORE A PERMANENT METER IS SET THEY WILL REQUIRE : 1. THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR. 2. FRAME AND COVER TO BE SET TO FINAL GRADE OF THE LOT. 3. DISTANCE BETWEEN TOP OF COVER AND YOKE BAR BETWEEN 18" AND 21 " 4. ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPERLY WORKING ORDER. IT IS THE CONTRACTORS RESPONSIBILITY TO HAVE THE METER BOX INSTALLED CORRECTLY. PROVIDE AND INSTALLED - BY FCSA TREATED 2"X4" POST WITH TOP 6" PAINTED GREEN STANDARD F.C.S.A. SKID PAD LID MUST BE MARKED 20"X20"X12"-CL. A CONC. "SEWER" 18" FINISHED GRADE _ j j CAST IRON ROADWAY BOX C.I. ROADWAY BOX --AII IBY TYLER PIPE ITEM LOCATE LEVEL &PLUMB NO. 143-R ADJUSTABLE OVER 2" OPERATING NUT 36 �36"-48" THREADED SHAFT MIN}ADJUSTMENT ONLY I LID MARKED -SEWER 2" BALL VALVE W/ 2" SQUARE OPERATING NUT SDR 21-,SDR 21 � LIMITS OF SITE CONTRACTORS GASKETED �-MIP RESPONSIBILITY / BEGINS HERE COUPLING ADAPTERS SOLVENT SADDLE WELD CAP FIP/ GASKETED COUPLING ADAPTER LATEF SKID PAD 20"X20"X12" CL. A CONC. INSTALL FLUSH WITH „---FINISHED SURFACE SEWER I. / STONE AGG. 2" _..__-_ __.._.. _..._...._ ... - DITCH X-SECT. VIEW FORCE MAIN LATERAL DETAIL_ UTILITY DETAILS WINCHESTER REGIONAL AIRPORT JT JE BRICK yJ U I IL.UVVL7 SH T1 DRAWN BY: JOB NO. NTM VA 9439 DESIGNED BY: SHEET MDK 12 SCALE. OF NONE 14 DATE: NOVEMBER 1994 LNO CG-12 r' A Ci'" vr' LOW BARRICADE LIGHT STENED. (TYPE A) FLASHING Y BARRICADE SECURELY F (TYPE A) WHITE 7:1�(h:v) B PRIMARY L* SURFACE LlARUNWAY 7:11(h: v) B 1 —RUNWAY THRESHOLD, END OF PAVEMENT 1 7: 1 (h: v) * x r * H: 1 (h: v) APPROACH SLOPE --y 200' TRANSITIONAL SURFACE 7: 1 (h: v) �— 4" REFLECTIVE � ORANGE/WHITE TAPE ORANGE 4»_8I 36" APPROXIMATE * NOTE: FOR HORIZONTAL APPROACH SLOPE (H) SEE TABLE BELOW BAND RAILROAD TIE FOR DISTANCE (L) SEE TABLE BELOW E OR EQUIVALENT FOR FLARE RATIO (X) �&Q - LIGHTED DRUM DETAIL NTS AVIATION BARRICADE DETAIL NTS (LOW PROFILE) NOTES: 1. ALL RAILROAD TIES SHALL BE PAINTED WHITE WITH 4" REFLECTORIZED TAPE. SPACE BARRICADES A MAXIMUM OF 5' APART. MAX. OBJECT HEIGHT 0 PP�O PCN S 200 1 MAX. OBJECT HEIGHT �—�� SLOPE VARIES 0% SECTION A —A * L * L �1 0% 1 0% SECTION B—B FAR PART 77 IMAGINARY SURFACES NTS 1. ANY EQUIPMENT OR OBJECTS PENETRATING THE PART 77 IMAGINARY SURFACES SHALL BE COORDINATED, IN ADVANCE, WITH THE ENGINEER. OBSTRUCTIONS PENETRATING THE PART 77 SURFACES SHALL BE MARKED AND/OR LIGHTED IN ACCORDANCE WITH FAA GUIDELINES. Toper curb height down i 3'-0' to 0 at or this pointWe A in continue at full height \\ Tin APPROACH where applicable RUNWAY L X SLOPE (H) gar _ - o:o :o.a -.o. .•,.'VOr 3klin o;'�y 14 20 250 .10 Sidewpl�h o o?oe o pr Min Var. width Sidewalk $item or •o 00 •Q o oho or Sidewalk g:�s: "• "r'1.2Ra Space �_ Pt, g" 32 34 250 .15 blk •o.o. F.. .c,c o. o•oJ/ O ._$pate TYPICAL AL-TFRNIATE RADIAL PLAN r RADIAL PLAN FOR USE AT APPLICABLE STREET For Ccrm,erciol Erdrmce CONNECTIONS AND COMMERCIAL (Heavy Truck Traffic Ardicipoted) ENTRANCES A E see Standard CG-13 sheet 203 10 3.' 0., n. " t--- --- B <� B van. with - qa o ?� Sidewalk or o b'• o•o g ' •o.o. 1 •o•o• _. e, Spore 6. .o.o.o ? O.O.O• . ••To •r.�ie, -.1 S9_!.9- g Q � n _nin..�1—_ --. _ / ��S t5 6. o o. o • o. ._'(. c�c oc',�oR 1 — -- ----- - - A E TANGENT PLAN { `\~' ' slope 121 Maximum 6'0" `'� `- ISOMETRIC 0 7 ' where St'd. CG-3 CG- 7 is used > / VIEW 7' - 4" is the minimum Sidewalk Area ---- reWirenHrnl to ® (with w wthoul bJFer strip) achieve o 12.1 slope NOTES 6 Sl'd. CG-2 -- T-1"---__ _ � Curb ramp to be cloys A-S CnnrrPte with exposed aggregate finch. a CG-6 - Romp shall not exceed a maximum slope of 12 1 • --- Curb romps ore' to be located as shown on the peons or as directed by the Engineer They ore to be provided ot intersections wherever on occessrble rotAe M within the right -of-way of a highway facility crosses o curb regardless of whether sidewalk is evisttng. proposed or nonexistent They may be offset from pedestrion crosswolks as shown on pions or as SECTION A —A INS here may he directed by the Engineer, but should not be locoled behind vehicle stop lines, precast or cast in p1w a Existing light poles, fire hydrants, drop inlets, Pic will also affect placement Curb romps will be meosured onrd paid for cA the cortnoct unit prices for Exposed aggregate sidewalk, complete-m-pioce C rb,' rb d -0tt I 1 t oat e t 1 Slope 12:1 Maximum .0 cu on q er s ope rans Pons lacen o Curb romps axe inc acted i in paymert for curb/curb and gulter 'xrx"w••'r' .o.o.o.o.n. '-�- �'^""'• r'r" x When used in conjunction with Standard CO-3 or CG--7, the curb face on this Standard is to be odjtnled to match the rnouoiloble curb conhqurotion. ® treatmert where width d sidewalk nr s,dewolk spore is less than 7' -4" SECTION B—B (C Accessible route is defined os a continuous unobdrurted, stable, fnm arid o. slip resistant path connecting all accessible elements of a facility that con ;�•o?• Limits of Exposed oggregate sidewalk be approached. entered and used b Opp y persons with mobility impairments 703 Oo REVISIONS ECIFCAT CURB RAMP _5`utinm' RErEREaCE (PERSONS WITH MOBILITY IMPAIRMENTS) sot VIRrIN1A DFPARlMFNT OF TRANSPORTANON 504 BY I APP. I DATE 4" PCC SIDEWALK 4" VDOT 21 A AGGREGATE BASE VVLI � \.Afylr I ,, ., �JBGRADE PRIOR T i IIt l/O AGGREGATE PLACEMENT 4" PCC SIDEWALK SECTION NTS DELTA AIRPORT CONSULTANTS , INC. engineers - planners Richmond, Virginia Charlotte, North Carolina Kenr►eth W. grammar P.E. Reg. No. 12995 SS10N A1. ENO 9439MISC.DWG SHT1 DRAWN BY: JOB NO. NTM/LVE VA 9439 MISCELLANEOUS DETAILS DESIGNED BY: SHEET MDK/JBP 13 SCALE OF NONE DATE: 14 WINCHESTER REGIONAL AIRPORTNOVEMBER 1994 L33 N/F WNCHES7ER OFFICE CENTER LIM/ WED PARTNERSHIP D.B. 691 PG. 29J N11F 019RCO D.B. 634 PG. 51 N/F CUS TER, TRUSTEE D.B. 75J PG 367 N/E CARPER S VALLEY GOLF CLUB L.P. D. B. 762 PG. 808 L39 e' OVA �z L34 «r"�r•• 7i r (I IA) a4Rt PA7H- A•.�'� �' N/f CARPERS VALLEY GOLF CLUB L.P. olow L36 D. B. 762 PG 808 -''- «o PWT ` av Lm STA. - 3+24.79 599.16' L T. RUNWA Y I L37 L38 \ LL.... ..�._.��._...........�.. 1��/ SHENANDOAH GAS CO. RIGHT--01�-WAY • I 12C 40'-, (50' MAX. MID 7Fi) 13 ; 307.6 ACRES AWN no. T 0A 677 PC 487 C/1 RUNWA Y 14/32 N 46 --1---�---- --- -- - { 12A \ 18 I CONC. MONUMENr \77!O \STA. i5+00 _ 14 32 RUNWAY - - i N/F DICK N/F- CO VERS TONE D. B 568 PG 769 ' 0. B. 222 PG. 2J1 / N/F GLAIZE & BROS. .V' OAK nw N/F GOLLADA Y D. B. 467 PG 96 N BEA VER D.B.I D. B. 423 PG 252 PG. 252 n 12B =e r ffm PPE :M � RUNWA Y k 14/32 f _ Rr 776 7/1 copnVE EyAj'r S\ N/F BEA VER + 30 PRE D.B. 322 PG. 526 s r� R T. '7 76 NOTE:- THIS TABLE HAS BEEN PREPARED WITHOUT THE BENEFIT OF A 777LE REPORT AND DOES NOT CLAIM TO LIST ALL EASEMENTS OR ENCUMBRANCES L19 19 ` 17 o o1 27 C5 SHENANDOAH GAS COMPANY 15' WIDE PIPELINE 13 AUG. 1990 749 530 7E-1 E-1 6 L 12 / C5 SHENANDOAH GAS COMPANY 15' WIDE PIPELINE 13 AUG. 1990 749 530 E-2 6 L 12 / C5 THE POTOMAC EDISON COMPANY 15' WIDE ELECTRIC/COMMUNICA 77ON 17 AUG. 1986 693 263 £-2 26 L 16 THE. POTOMAC EDISON COMPANY' 15' WIDE ELECTRIC/COMMUNICA77ON 17 AUG. 1986 693 263 E--2 27 L 16 / C5 THE POTCMAC EDISON COMPANY 15' WIDE ELECTRIC/COUMUNICA77ON 17 AUG. 1988 693 263 E-3 12A, 128 & 16A L24 FREDERICK CO. SAN/TA77ON AUTHORITY 20' & 40' WIDE U77LI77ES 74 APR. 1988 677 48J E-3 12C L30 FREDERICK CO. SANITA7701V AU7HOR1 Y 20' & 40' WIDE U77LI77ES 14 APR. 1988 677 483 E-3 26 L 16 / L 17 FREDERICK CO. SANITA77ON AUTHORITY 20' WIDE U77L/TY 14 APR. 1988 677 483 E- 4 26 L 16 COUN7Y OF FREDERICK, VIRGIN/A -- 20' WIDE DRAINAGE 11 FEB. 1988 671 850 E- 5 6,7 26 & 27 L 14/ L 16 & L 18 THE POTOMAC EDISON COMPANY 40' WOE ELECTRIC/COMMUNICA 77ON 20 APR. 1988 680 863 E-6 SEE NOTE B" THE POTOMAC EDISON COMPANY RELOCA77ON 30' RICHrS 30 DEC. 1975 456 722 E-7 - 26 & 27 L 16 / L 17 _ ' SHENANDOAH GAS COMPANY _ 50' WIDE GAS PIPELINE 11 NOV. 1954 234 398 E--8 7 & 27 L 17 / L35 -_SHENANDOAH GAS COMPANY 50' WIDE GAS PIPELINE 23 FEB 1955 235 348 E--9 13 L34 _ SHENANDOAH GAS COMPANY GAS PIPELINE 09 DEC. 1954 234 496 E-10 26 L 17 C DOUGLAS ADAMS & FERN L. ADAMS FROM AD✓O/NING LANDS TO GAS TAP 17 JUL Y 1987 653 853 E-11 SEE NOTE "B" NORTHERN NRGIN/A POWER COMPANY (SUBORD/NA T F POLE L/NE, REL OCA TEABLE 08 JUL Y 1941 184 144 E-12 SEE NOTE "B" NORR7HERN ORGIN/A POWER COMPANY TRANSMISSION SYSTEM 14 SEPT. 1933 167 200 m 1 WINCHES7FR SPEEDWAY, INC. C & A 29 ✓AN. 1970 361 425 FAAP 9-44-039-01 I 4.952 ACRES 2 DANIEL L. KREMER & DOROTHY C. KREMER DEED 06 ✓AN. 1975 440 833 2. 199 ACRES FAAP 9-44--039-01 - 3 DANIEL L. KREMER & DOROTHY LARRICK KREMER C & A 18 XL Y 1975 447 792 FAAP 9-44-039-01 1. 79 4 ACRES - 4 MELWN F. ZNK/NS & DONILE£ XA#(INS C & A 24 APR. 1969 361 434 FAAP 9-44-039-01 0.279 ACRES 4A MEL NN F. ENKINS & DOME££ XNK/NS C & A 31 AUG. 1979 516 562 ADAP 76--1-5- 51-0059- 03 NOT RECORDED - 5 O. LEE GARBER (CHANCERY NO. 4735) CIRCUIT COURT ORDER 20 DEC. 197J 423 26 18. 193 ACRES FAAP 9-44-039-01 - 5A O. LEE GARBER (CHANCERY NO. 3886) -V COURT ORDER FEB.IRCUIT 05 1982 544 708 2.869 ACRES ADAP 76-1-5-51-0059-03 `- -- 50 &026 ACRES ADAP 76-1-5-51-0059-03 ------------- 6 SHIRL£Y CARTER LEASE 07 OCT. 1936 172 273 129.6 ACRES EXIST. AIRPORT PROP PRIOR TO FAAP 6 SHIRLEY CARTER PROPERTIES, INC. DEED 24 NOV. 1943 188 251 129.6 ACRES EXIST. AIRPORT PROR'. PRIOR TO FAAP 6 ESTA TE OF ALBgT H. LARGENT _ DEED 21 MAR 1944 189 119 8 ACRES EXIST. AIRPORT PROP. PRIORI TO FAAP - 6 CITY OF WNCHES TER, VIRGIN/A DEED 10 FEB. 1988 671 854 512 ACRES EXIST. AIRPORT PROP. PRIOR TO FAAP 7 ORRICK CEMETERY CO., INC. OF WNCHES TER, ORGIN/A DEED 21 NOV. 1967 337 174 41.741 ACRES FAAP 9-44-039-01 8 CAL ON S. BORROR & LOTS IRENE BORROR DEED 14 MAR. 1968 340 303 0.774 ACRES FAAP 9-44-039-01 - 9 MEL ON W. GOOL 0VF & ERMA F. GOOL 0W DEED 15 MAR. 1968 340 306 0. 236 ACRES FAAP 9- 44- 039- 01 - - 10 HAT77E. L. BRA/7HWAITF DEED 19 MAR. 1968 340 309 2.098 ACRES FAAP 9-44--039-01 - - 11 ERNEST D. ROOF DEED (DEED) 14 MAR. 1968 (20 DEC. 1971) J40 (386) 299 (626) 65.592 ACRES (-24.815 ACRES) -- FAAP 9-44--039-01 IIA 12C ✓OHN T. SOLENBERGER & WLL/AM E BRIDGE -FORTH, JR. (CHANCERY NO. 4736) CIRCUIT COURT ORDER 20 DEC. 1973 423 30 37442 ACRES -- AIP 3-51 0059-07 - - 12A RALPH F. BEA VER & KA THLEEN H BEAVER y DEED 08 ✓AN. 1975 440 831 0.705 ACRES AIP 3-51- 0059-07 - 128 1.003 ACRES AIP 3- 51- 0059- 07 13 LEWIS A. LAMP, R. & NAOMI S. LAMP; MONFORD D. CUS rER & L UCY L. CUSTER DEED - 20 NOV. 1968 349 227 0.5177 ACRES - -` - FAAP 9-44-039--01 - E--7 SHENANDOAH GAS COMPANY DEED 11 NOV. 1954 234 398-- 14 E-8 SHENANDOAH GAS COMPANY DEED _ 23 FEB. 1955 235 348 E-9 SHENANDOAH GAS COMPANY DEED 09 DEC. 1954 234 496- 15 FREE ACOIUIRED WI7H PARCEL #411 DEED 14 MAR. 1968 340 299 FAAP 9-44-039-01 '^ - 16A RALPH H. Mc/LWFE DEED 15 JAN. 1975 440 837 4.266 ACRES AIP 3-51-0059-07 - 17 RUSSELL W. MORELAND & VELMA R. MORELAND DEED 29 SEPT. 1969 361 109 0.323 ACRES AIP 3-51-0059-07 18 GORDON A. KEEHR & ELSIE R. K£EHR DEED 02 FEB. 1979 507 235 0.4927 ACRES FAAP 9-44-039-01 19 HELEN L. WRA 1CHFORD & DA ND C. WA TCHFORD DEED 13 JUNE 1970 366 35 0.5670 ACRES _ AIP 3-51-0059-07 _ [40 D. COAMW P057 FW ./••""�L41 1/2" IPfBAR FW • 8ASE- aF 24' OAK O L42 �., �A� h N/F NOR TH p FREDERICK REAL TY aye D.B. 721 PG. 113 1,!r, mow s7x - 71+ S P11rA ', 1m, LT I r 44�? IIII l (7) f i 43 CC 44 s G as M7 �CF1 II �� TL12 50' ` N i L10 Li3 F] -� 4 C5 L15 (J) X rn m N/F GLAIZE D.B 607 PG 669 W. A.A. L2 D. 781 �- PG 1 1427 pw C/t PRa'OSED smw 3 .4 A CRES�D) , RT 728 O I L4 - --- R /W - --- M -+ cn D A > z 2 --}- STA. - 88+98.85 I 580. 31 ' L T. RUNWAY 14/32 f r_ ' 7VFi L HAS BEEN REC£N R Y PURCHA .A.A. BUT HAS NOT BEEN SURYE -THE REZD BY THIS SURVFYO R. 54'1NGRESS/tGRESS EASEMENT Eno 30SCR/P17V£ ESM•T NOTE 8 "THESE RIGHTS -OF -WAY WERE FOR OLDER LINES THAT HA VE BEEN REL. OCA TE'D AND ARE NOW NO T ON PROPER TY OWNED BY THE AIRPORT AUTHORITY PER INFORMATION RECIEVED BY THE POTOMAC EDISON COMPANY 25 R06ERT M. LARGENT & PA TS'Y O. LARGENT C & A 23 OCT.. 1979 516 567 ADAP 76-1-5-51-0059-03 NOT RECORDED 26 C DOUGLAS ADAMS & FERN L. ADAMS DEED 17 A)Z Y 1987 653 1 853 21, 1113 ACRES AIP 3-51-0059-07 27 AREA /N ROUTE 645 ABANDONMENT RESOL U T70N 28 SEPT 1988- 28 JOHN T SOLENBERGER & WILL/AM E. BRIOGEFOR7H, JF. (CHANCERY NO. 4736) CIRCUIT COUR T ORDER 20 DEC. 197J 423 30 - -- - -- - 60' FT. RIGHT- Of WA Y 29 - PERCY C. & CHARLOTTE G. SHEPERD DEED 14 AIL Y 1992 781 1427 5.280 ACRES -- - 30 GEORGE W. & CAROL YN G. GLAIZE JR. DEED 31 OCT. 1992 787 999 1.402 ACRES AIP 3-51-0059-08 31 COLLINS DEED 20 DEC. 199J -jp 1. 799 ACRES AIP 3-51-0059-11- 32 NORTH FREDERICK REAL TY C & A .t2.9 ACRES 32A NORTH FREDERICK REAL TY DEED 500 SQ. FT. 33 GEORGE W. AND CAROL YN G. GLAIZE, ,R DEED -t8.9 ACR_ ES 34 GEORGE W AND CAROL YN G. GLAIZE, JR. C & A t6.1 ACRES 35 WNCHES TER SPEEDWAY C & A -` - t8..5 ACRES - 36 - EUG_ENE F. GROVE DEED t 4.1 ACRES - - 37 MEL WN F. IENKINS DEED _ 1. 0 ACRES- 38 ERNES A. NEFF DEED t2.1 ACRES - - - 39 ROBERT M. LARGENT DEED _t 4.0 ACRES 40 ANDREW W. ANDERSON, SR. - DEED t5.8 ACRES- 41 _ ANDREW W.ANDERS0IN, JR. DEED A _t 0. 3 ACRES ------ ---__.-----_ 42 RANDOLPH E. RODGERS, R T DEED - t4.2 ACRES-_-- 43 KE/IH D. AND ROBIN G ROIDERS - _ DEED �2.6 ACRES -- - - 44 - LEON W. LARGENT DEED _ t6.0 ACRES-- 45 THOMAS A. GROVE, SR. _ _ _ - DEED � 4.1 ACRES -- - 46 N/�- RICE DEED - - ---- ------ �_�- ----- 47 - N/E MILLER ------ ---- DEED - 48 N/F KREMER DEED 49 N/F KENNEY DEED _LEGEND-_ �D:) PARCELS IDENTIFIED IN PROPERTY SURVEY PARCELS ACQUIRED OR IDENTIFIED FOR ACQUISITION AFTER SURVEY EXISTING AVIGATION EASEMENT PROPOSED AVIGATION EASEMENT PHASE. 1 1993-1997 PROPOSED PROPERTY ACQUISITION FEE SIMPLE PHASE 1 (1993-1997) PROPOSED PROPERTY ACQUISITION FEE SIMPLE PHASE II (1998-2002) NOTE: PERIMETER SURVEY TAKEN FROM PLAT OF WINCHESTER REGIONAL AIRPORT AS PREPARED BY DOVE AND ASSOCIATES 3078 SHAWNEE DRIVE WINCHESTER, VIRGINIA 22601 GRAPHIC SCALE zoo 400 Boo 1 inch = 400 ft. NO. REVISIONS _ BY DATE 1 ADD SHEPERD PROPERTY PARCEL #29 JWB 7-14-92 2. ADD GLAIZE PROPERTY PARCEL #30 JWB 10-11-92 3 PROPOSED COLLINS PROPERTY PARCEL #31 JWB 12- 20-93 4 ADD PROPOSED LAND ACQ. PARCELS #32-49 JWB 03-03-94 9027EXA.DWG 400SHT3 N/F CUS TER, TRUS TEE D B 753 PC 367 I Imo,. L35 * f STONE L34 ' AV , F CARPER S VALLEY GOLF CLUB LREAR F FFAD i ' \ L 36 D. B- 762 PC 808 I I I 1 STA. = 3+24, 79 f /i 599 16' L T RUNWA Y L33 _ -- - - 1 I /4/32 L37 RENBR N/F WINCHESTER OFFICE • Q2(--) 40'11 1� - - --� -EN' TER L IMI TED PARTNERSHIP 1 D. B 691 PG 293 lROPIPf 'T `\ p 677 PG. 487 `1 �1 N/F WORCO 1 D. B. 634 PG. 51 I �- STONE RND. I \ kIF CAPPER'S VALLEY GOLF FLUB LP OP. 762 PG 808 8GRA 1,EL CART PATH OLD POST ON LTNE�o • L38 \, \ SHENANOOAH GAS CO. RIGHT-OF-WAY RFNOR (50 MAX WTOTH) (9 \ \ 19 L39 /Vl , F DlC'A D. B 568 PG 769 L40 112"REBAR FND ® BASE OF 24" OAK N/F COVER > TONE D. B. 222 PG 231 NIF GL ARE & HPU ID.B. 721 PG 11? ` A,)h 1 CcQNER POST oo FNO, •' 'V V �4 ��� N IF NORTH O FREDERICK REAL TX +. D. S. 721 PG 113 '30 5 !-RES �D ) C/L RUNWAY 14 5500' - Z�PUNM U + .'�.• 1 OLD NER 1 L 31 L 30 • IRON PIPE RQQB w� TA = r FNo L 19 • I lk FND_ T4v0 I J 19 ' R RUNWA Y L 20 T 1` 1 JO" OAKTREE C6A) .� Z1 31 - L29 i /2.. L26 J L L24 N,- F DOLL ADA Y / \ N/F ..• L27 REBAR- - L25 .j• z W\ . �� ; o \ g U, p 2"� vc D B 467 PC. 96 / NICHOL SON � // FND � Z o�z � . y U z A\ � \ Z t ? •a � L / \ •I L28 z O z. Z Z mom, Y� v • I N / f { D B_ 245 PG 1 L6 - • ow z ` �' ' cp �\� m / \ + U Z 'A BEA Vim- N �\ �• � �� \�� �` � \ � �'• � � �' � .��' , - - 6 / D B 423 REBAR i p� w o\ z 7 1 N F / o CJ O v m o v \o"_ - T , M• BEA VER -.� PG 252 FND O No I \ \' o R RIPrIVE ES no D B 73 423 ` \ c Z v, ` c, \N \ \ 30, PRESG PG 252 I �/2 1 Z a O ^ cam„ L17 - / - Rr 776 0C- No 50 NIF BEA VER +..�"+.•+ •• <% �_ ' ?' \ D. B. 322 PG 526 - -- �J \ 673 PG 2Q1 1 �a 776 RT N,, IF GOLLAOA Y -� }y} �► 06 770 PG 398 N 6171 45 - W 746, 94' N/F BEA VER D 6 42J PG 252 F '�� Q�) ; N,/F BEA VER ��LD B 42J PG 252 v ' "� • v 8� N/F BEA VER L 0.8 322 PG 526 RE8 FND. T, N 14wy. MpV FNO RT 776 DD TA 1L "B " (NOT TO SCALE) OLo CORNER I POST-FNo. SEE NO TE 7 3� 6616.2\ .��59 --07'46" W N z L24 o z 655 61 n o \m z\ z \ 6.. �y N 59-07 Z\n� m A \ N/F ASHBY w D_ B_ 556 PG 8J9 L 21 a v L22 N 5848 "42'" W JO DO' _ 776 0 E .(R T-C4)SM'r. 3 (SEE NO DETAIL "C" (NOT TO SCALE) CURVE TABLE CURVE RADIUS LENGTH TANGENT CHORD BEARING DEL TA Cl C2 750.00' 228.60m 668. 32m 9223 28. 11m 46. 18 14, 07m 9218 495. 6_7' 28. 10m 151. O8m N 44 45 22 W 0702 46 66' 496. 74_' 151. 41m_ 2_49. 44' 76, 03m N 54 46_09" W_ 12 5848'" C3 _2192- 4089.57' 1246.50m 269.90 82.27m 135.00' 41.15m 269.85' 82.25m S 592207" E 034653" C4 16405.18' 5000 30m 510. 62' 155.64m 255. 33' 77. 82m 510. 60' 155 63m S 6122 03" E 01147100 C5 C6 725.00' 220.98m 103.10' 31.43m 51.64' 57.14 ' 15.74m 14, 42m 103.02' 114. 22 31.40m 34. 81 m S 5624'12" E S 38 4150" W 080853" 1795 27' 547. 20m > 14.24 " 34, 82m 03 3845 " TANGENT TABLE LINE DIRECTION DISTANCE L 1 L2 S 55 '13 15 E S 1133'1I " W 1689.89 9,3. 92' 515.08m _ 28.63m L3 S 11 42 338" E 44 .12' 135.06m L 4 S 50'11 '12" W 369.00'-- 112 4_7m_ - L5 _ N 41 `13 59" W 128- 98' 39. 31m L 6 N 48'16 45 " W 270. 27' 82 38m L7 L8 N 61'15 33 W _ 42772' 130.37m _ N 5728'40" W _ L9 L10 _ N 32312_0" E _ _ _107.02_'__ 25.00' __32.62m 7 62m_ N 5728'40" W 169.32' 51.61m L l l L 12 N 34 5157" E 713. 06 ' 217 34m 5 34157" W_ 7_4_6.31 ' _227 48m _ L 13 N 62'15 :33" W _ 516. 00'_ 157 28m _ L 14 _ N 60 28 JJ" W N 54 33 00" W At 52'1941 " W 928. 85 283.11m L 15 L 16 145. JO' 2351.25' 44. 29m 716, 66m L 17 N 30'4748" E 612.84' 186.79m L 18 L 19 N 59 02'16 W 387 70' 317 11 ' 118.17m 25 43 07" E_ L20 _N N 5907'46" W 6>6.25 _96.65m_ 18783m L21 L22_ L23 - L 24 S 3145'14" W N 5.8 4842" W N 31 45'14" E - N 59 07'46 "_W 314,22' 9578m 30- 00' 314. 05' 635.67' 9. 14m - 95.72m 193.7_5m L25 N 235138" E- I 232.72' - - 70 9Jm TANGENT TABLE LINE DIRE0770N DISTANCE L26 L27 L28 N 60'12 02' W 409. 47 58 77' 124.61m 17._91m N 26 09 36" E N 70 56 J3" W 739. 94' _ 225. 54m N_ 2826 O1 " E 564. JO'_ 1_72.00m_- L 30 N 61 '11 '45 " W 746.94 ' _ 227 67m _ L31_ N 5735 JI " E 145.24' 44, 27m _ L32 N 565734" E 599.43' 182.71m L 33_--_ - -- N_ 20 31 '12 " E_- -- 57512' _ _ 175. 30m L 34 S 58 33 06 " E 1339.57' 408.30m L 35 L36 L37 L38 S 58 25 33" E _ 100- 00' _ 30. 48m 177.33m S 38'16 03" W 581, 79' S 4640'40" E 1578.90' 121.26 235_8 36_' 411,34E - 36. 94m N 25 4152" E L 39 S 64 20_'12 " E 718, 83m L40- - -S 085452"-W-- _ 1 jem -------- L41 ------ --- S 562727" E ----------- - L 42 - - -S-272644" E - _845.50'_ -2090.61 ' _25771m 637.22m- - L4,3 N 5220'11" W 1_71.2_3' 52.19m _ L 44 S 27'13 00" E _ 192, 31 ' 58.62m L 45 L 46 L 47 L 48 L 49 N 61 '11 '45 " W 67.45' 884. 39' 20.56m 269.51m N 56 02 JI " £ S 56 02 31 " W S 56 02 31 " W N 00 21 '32" W 885.57' 956. 29' 72. 00' _ 269.93m 291. 48m 21. 95m N 46 40'40" W 18 CONC MONUMENT STA. = 35+00 - T RUNWA) N11F CAPPER'S VALLEY GOLF CLUB L P. D. B 762 PG 808 LARGE TREES ON BOUNDARY LINE W1 TN FENCE REMAINS L39 8 ' GRA VEL CART PATH , 245 W R A. A. DE TAIL 'D " (NOT TO SCALE) NO TES. 1) THIS PL A T HAS BEEN PREPARED WI THOU T THE BENEFI T OF A TI TL E REPOR T AND DOES NOT NECCESSARIL Y INDICATE ALL ENCUMBRANCES ON THE PROPERTY 2) IMPRO VEMEN TS HA VE NO T BEEN L OCA TED B Y THIS SUR VEY AS PER WRI T TEN A GREEMEN T Wl TH THE CL IEN T 3) UNLESS OTHERWISE INDICATED ON THIS PLAT, 518" CAPPED REBAR WILL BE SET SET A T AL L PROPER T Y CORNERS PROPER TY CORNERS AL ONG 30' PRESCRIP TI VE EA SEMEN T WIL L BE OFFSET 15 4) FIEL D YEA SUREMEN TS, INFORMA TION FROM AD✓01NING OWNERS OF L ONG STANDING AND VIRGINIA DEPARTMENT OF TRANSPORTATION RECORDS SHOW R T 776 AND THE MAJORITY OF OLD R T 645 TO BE A 30' PRESCRIPTIVE EA SEMEN T ONL Y THIS SURVEYOR FOUND NO CONVEYANCES FOR PUBLIC USE AMONG THE LAND RECORDS. 5) THIS AREA OF LAND APPROXIMA TEL Y 107' x 60' IS PART OF PARCEL 'B" AS SHOWN ON PL A T OF SURVEY S Y H. BRUCE EDENS, DA TED 3 OC TOSER 1972 AND RECORDED WI TH A DEED OA TED 14 NO VEMBER 1972 IN D. B. 399 PG 303 CONVEYING PARCEL 'B" TO WOODROW W HALL, ET AL THE "CLEAR ZONE EASEMENT'" DENOTED AS PARCEL 4A ON EXHIBIT 'A" ATTACHED TO THE CO VENAN T AND A GREEMEN T RECORDED IN D. B. 516 PG 562 DA TED 3I AUG. 1979, INCLUDES THIS 107' x 60' AREA ALTHOUGH THE PROPERTY WAS NO LONGER STANDING IN THE NAME OF THE GRANTORS. T n C5 11L1 L 4 2 .q'r+x A/ F "L-7l'E STA - 71+53.81 /V,'F GLAIZE I N,"F GLARE 1 _ - - /'2 REBAR FND �` 545 68' L T, RUNWAY: D. B 607 PG 661 DR 607 PG. 669 14/32 I - N ,F GLAIZE STA. = 88+98 85 �. 580.3V L T RUNWA Y 679 °►.�'•�_ C. 81 C6 \ L I •• ' ` PG 1427 THIS PARCEL HAS BEEN RECEN TZ Y L43 aEFNeDAR PURCHASED BY WR.AA. BUT HAS L44 \\ 5A �� /// r NOT BEEN SUP VEYED 1N NEFIELD BY 1HIS SURVEYOR, q C FT ES (�jL7) t o 54' INGRESS/EGRESS \ EASEMENT O \ C/L PROPOSED �cL R728 SFNDf ° RE -EAR } T. ARR L4� FND a �5 I +CL- L6 C1 �5 30' PRESCRIPTIVE ESM'T to 03 \ C2_- - - --- N • • I -----'::'-'� - -- U 2 50, �o, - -- - _ - lul 4 •• -�%� 645 - 57PG g�FFI_ICK � B 671 PG g50 D 6) "0. LEE GARBER, HIS HEIRS AND ASSIGNS AS SUCCESSORS IN 77TLE TO THE SAID AD✓ACEN T LAND, ARE GRANTED A PERPETUAL EA SEMEN T FOR USE OF THE WATER FROM THE EXISTING WELL ON TRACT 5--0 AS WELL AS AN EA SEMEN T OF RIGH T- OF- WA Y FOR INGRESS AND EGRESS FROM GARBER S L AND TO AND FROM THE SAID WEL L FOR WA TER LINE PURPOSES DEED BOOK 544 PAGE 708 7) THIS 30' WIDE PORTION OF WRA.A PARCEL ,fll WAS CONTAINED IN THE PARCEL ACCORDING TO DEED BOOK 183 PAGE 444, WHERE R. CLERK FLETCHER, A WIDOWER, CONVEYED THE PARCEL TO CHARLES AL T AND DAISY M AL T BY DEED DATED 13 SEPTEMBER 1942 THIS SURVEYOR FOUND NO INFORMATION AMONG THE LAND RECORDS WHERE IT HAD BEEN CONVEYED AWA Y FROM THE ORIGINAL PARCEL. 8) THIS 20' RIGH T- OF- WA Y IS SHOWN ON PL A T OF SURVEY RECORDED WI TH PARCEL S "12A & 12B " RECORDED Wl TH DEED DA TED 27 AUG. 1971 DEED BOOK 380A T PAGE 588 GRAPHIC SCALE 400 0 200 400 800 1 inch = 400 Ft ti \ C6 ARE4 EXCLUDED L39 ti FROM PLAT FOR CONVEYANCE TO 5 .7 W R. A. A /N AREA EXCEP TED & RESER wEO IN - 0 B 6 71 PG 857 D. B 659 PG 175 ti 1,.; (6,968 SQ. FT -- (A.K.A. POWLEN EQUIPMENT CO TRACT L40 DESCRIBED BY SURVEY OF R U. GOODE OATEO NOV 27, 1968) �1 SCALE 1" = 200' NOTE PERIMETER SURVEY TAKEN FROM PLAT OF WINCHESTER REGIONAL AIRPORT AS PREPARED 13 ` DOVE AND ASSOCIATES 3078 SHAWNEE DRIVE WINCHESTER, VIRGINIA 22601 9027EXA DWi; 400SH T2