HomeMy WebLinkAbout09-24 Site PlanWINCHESTER REGIONAL AIRPORT
WINCHESTER, VIRGINIA
RECONSTRUCT TERMINAL APRON - PHASE 2
VICINITY MAP
DRIVESKYLINEo33
REGIONAL
AIRPORT
81p
o340
WINCHESTER
ROYAL
FRONT
29o
CULPEPER o17
66p
WARRENTON
17o
66p
o50
o29
LEESBURG
MARTINSBURG
W. VA.
o50
522o
o340
81p
7
MD.
LIGHTING: AIRFIELD APRON LIGHTING INSTALLATION
OUTDOOR STORAGE: N/A
TRASH RECEPTACLES: N/A
SIGNS: NONE
FLOOR AREA RATIO: N/A
PARKING: N/A
LANDSCAPING: N/A
SHAWNEE MAGISTERIAL DISTRICT
OWNER/DEVELOPER:
WINCHESTER REGIONAL AIRPORT AUTHORITY
491 AIRPORT ROAD
WINCHESTER, VIRGINIA 22602
PHONE: (540) 662-5786 FAX: (540) 722-9335
DESIGNER:
DELTA AIRPORT CONSULTANTS, INC.
3544 NORTH PROGRESS AVENUE, SUITE 200
HARRISBURG, PENNSYLVANIA 17110
PHONE: (717) 652-8700 FAX: (717) 652-8371
AIP PROJECT NO. 3-51-0059-042-2021 (DESIGN)
AIP PROJECT NO. 3-51-0059-PENDING (CONSTRUCTION)
DELTA PROJECT NO. 21013
FOR THE
WINCHESTER REGIONAL
AIRPORT AUTHORITY
APRIL 2024
NOT TO SCALE
N
PROPERTY IDENTIFICATION NUMBER(S): 64-A-40B, 64-A-79, 64-5-D
ZONING: RA
SETBACK REQUIREMENTS FROM STRUCTURES TO PROPERTY LINE:
FRONT:REQUIRED: 60 FEET
PROVIDED: 60 FEET
SIDE/REAR:REQUIRED: 50 FEET
PROVIDED: 50 FEET
MAXIMUM HEIGHT FOR RA:35 FEET
PROVIDED:N/A
PROPOSED USE: PUBLIC USE AIRPORT
ACREAGE: AIRPORT: 380.076 ACRES FEE
469.451 ACRES EASEMENT
TOTAL ACREAGE DISTURBED = 12.69 AC
PROJECT INFORMATION:
PERCENT OF TOTAL PROPERTY DISTURBED = 3.34%
ACRES OF WOODLANDS DISTURBED = 0.0
AIRPORT-OWNED PROPERTY WITH STRUCTURE DEMOLITION: 64-A-40B
o
644
522
B
U
F
F
L
I
C
K
VICTORY LANE
A
I
R
P
O
R
T
645
728
AIRPORT
WINCHESTER REGIONAL
645
R
O
A
D
655
17
50o
LOCATION MAP
NOT TO SCALE
N
R
O
A
D
WINCHESTER
SIGNAGE: SIGNAGE SHALL NOT EXCEED 12-FT IN HEIGHT AND 50-SF AND
WILL BE SETBACK AT LEAST 10'. NO ADDITIONAL SIGNAGE IS
PROPOSED AS A PART OF THIS SITE PLAN.
TERMINAL BUILDING: FUTURE NEW TERMINAL BUILDING WILL REQUIRE
A SEPARATE SITE PLAN SUBMISSION, REVIEW, AND APPROVAL
PREVIOUSLY APPROVED PLANS FOR THE SUBJECT PROPERTY:
INCLUDING SITE PLANS (SP) #14-90, #27-18, #08-91, #36-94, #04-95, #36-96,
#04-00, #10-06, #55-08, #01-11. #07-13, #16-13, #02-20, #41-20, #15-22, AND #05-23.
CERTIFICATION #:
EXPIRATION DATE:
APPROVED BY THE FREDERICK COUNTY ZONING ADMINISTRATOR
ADMINISTRATOR DATE
SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE
NOTE:
CONTRACTOR SHALL OBTAIN A LAND DISTURBANCE PERMIT
FROM FREDERICK COUNTY PRIOR TO INITIATING ANY SITE WORK.
RESPONSIBLE LAND DISTURBER:
NAME:
THE RESPONSIBLE LAND DISTURBER
IS THAT PARTY RESPONSIBLE FOR
CARRYING OUT THE LAND DISTURBING
ACTIVITY AS SET FORTH IN THE PLANS.
SITE PLAN SUBMISSION NO.DATE
ONE (1)
TWO (2)
10/13/20
12/1/20
SITE PLAN REFERENCE NO.: #41-20
SITE PLAN SUBMISSION NO.DATE
ONE (1)02/17/23
SITE PLAN REFERENCE NO.: #05-23
TWO (2)03/31/23
THREE (3)03/01/24
SITE PLAN SUBMISSION NO.DATE
ONE (1)04/01/24
SITE PLAN REFERENCE NO.: #09-24
NO.REVISIONS BY APP.DATE
1 ADDENDUM NO. ONE (1)MJH ADS 07/06/23
2 ADDENDUM NO. TWO (2)MJH ADS 07/12/23
3 COST NEGOTIATION CHANGES MJH ADS 08/29/23
4 CONFORMED DOCUMENTS MJH ADS 10/20/23
5 SITE PLAN 3 MJH ADS 3/1/24
CONSULTANTS, INC.XREFS: IMAGES: OKV - Winchester Regional Airport Authority Logo RGB.jpg; OKV - Winchester Regional Airport Logo RGB.JPG;DRAWING: 21013 cov.dwg LAYOUT: SPDELTA AIRPORT
JOB NO.
SHEET
DATE:SCALE:
DESIGNED BY:
DRAWN BY:
AIP NO.
OF
w w w . d e l t a a i r p o r t . c o m
3544 North Progress Avenue, Suite 200
Harrisburg, Pennsylvania 17110
phone: (717) 652-8700 fax: (717) 652-8371
RECONSTRUCT TERMINAL APRON - PHASE 2
COVER SHEET
WINCHESTER REGIONAL AIRPORT
3-51-0059-042-2021 (DESIGN)21013
MJH
ADS/RSY
APRIL 2024
1
48
NONE
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
APRIL 2024
SITE PLAN SUBMITTAL
PREVIOUS SITE PLAN REFERENCE NO.: #41-20 AND #05-23
PREERAN
SS
E
FO
OI L E
NIGNRGOMMCIWN
Lic. No. 039519
ADAM D. SWITZEROTELAFOH
V
IAINPREERAN
SS
E
FO
OI L E
NIGNRGOMMCIWN
Lic. No. 025995
JOHN CASEY LONGNAKEROTELAFOH
V
IAINSHEET INDEX
SHEET #TITLE
1 COVER SHEET
2 SUMMARY OF QUANTITIES
3 BOUNDARY & ZONING MAP
4 GENERAL LAYOUT
5 PROJECT NOTES
6 PHASING LAYOUT
7 PHASING NOTES
8 PHASING DETAILS
9 EXISTING CONDITIONS PLAN
10 EXISTING CONDITIONS PLAN
11 CONSTRUCTION NOTES
12 DEMOLITION PLAN
13 DEMOLITION PLAN
14 GEOMETRIC LAYOUT
15 GEOMETRIC LAYOUT
16 GRADING & DRAINAGE
17 GRADING & DRAINAGE
18 STOCKPILE GRADING AREA
19 EROSION & SEDIMENT CONTROL LAYOUT
20 EROSION & SEDIMENT CONTROL LAYOUT
21 EROSION & SEDIMENT CONTROL NOTES
22 EROSION & SEDIMENT CONTROL DETAILS
23 EROSION & SEDIMENT CONTROL DETAILS
24 PAVEMENT DETAILS
25 PAVEMENT DETAILS
26 DRAINAGE DETAILS
27 DRAINAGE DETAILS
28 DRAINAGE PROFILES
29 CHANNEL PROFILES
30 FENCING LAYOUT
31 FENCING NOTES & DETAILS
32 FENCE & GATE DETAILS
33 GATE DETAILS
34 CCP JOINT LAYOUT
35 CCP JOINT NOTES & DETAILS
36 MARKING LAYOUT
37 MARKING LAYOUT
38 MARKING NOTES & DETAILS
39 ELECTRICAL LAYOUT
40 ELECTRICAL LAYOUT
41 ELECTRICAL NOTES - GENERAL
42 ELECTRICAL NOTES - CONSTRUCTION
43 DUCT BANK & TRENCH DETAILS
44 PULLCAN DETAILS
45 ELECTRICAL DETAILS
46 APRON LIGHTING DETAILS
47 SIGN DETAIL & SIGN SCHEDULE
48 HANDHOLE DETAILS
D1 DRAINAGE AREA MAP - EXISTING
D2 DRAINAGE AREA MAP - PROPOSED
D3 DRAINAGE AREA MAP - AIRPORT
D4 DRAINAGE AREA SUMMARIES
D5 DRAINAGE AREA SUMMARIES
D6 STORMWATER COMPLIANCE
D7 DOWNSTREAM CROSS SECTIONS
D8 STORMWATER QUALITY
E1 PHOTOMETRIC PLAN
C:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 cov.dwg, SP, 3/29/2024 11:26:02 AM, MHerzing
AS-BIDUNITNO.SPECNO.ITEMSUMMARY OF QUANTITIESDESCRIPTIONNEGOTIATED1C-100CONTRACTOR QUALITY CONTROL PROGRAMLS112C-102INSTALLATION AND REMOVAL OF SILT FENCELF2,5002,6003C-102SILT SOCK (SEDIMENT RETENTION ROLL)LF30004C-102STONE CONSTRUCTION ENTRANCEEA335C-102ROCK CHECK DAMEA306C-102INLET PROTECTIONEA10107C-105MOBILIZATIONLS118P-101MISCELLANEOUS DEMOLITIONLS119P-152UNCLASSIFIED EXCAVATIONLS1110P-152MUCK EXCAVATIONCY50050011P-154SUBBASE COURSECY50050012P-154SEPARATION GEOTEXTILESY1,3001,30013P-209CRUSHED AGGREGATE BASE COURSECY4,2004,10014P-401ASPHALT SURFACE COURSETN8,6007,50015P-501CEMENT CONCRETE PAVEMENTSY22520916P-630REFINED COAL TAR EMULSION WITHOUT ADDITIVES SLURRY SEAL SURFACETREATMENTGL2,5002,50017M-102TIE-DOWN ANCHORSEA999918M-107AVIATION BARRICADES (CONTRACTOR FURNISHED)LF1,2001,20019M-119CONCRETE PARKING BLOCKEA4420P-603EMULSIFIED ASPHALT TACK COATGL2,0002,00021P-620MARKING (INITIAL)SF2,5002,50022P-620MARKING (FINAL)SF6,1006,10023P-620REFLECTIVE MEDIALS1124F-1628' BLACK VINYL CHAIN-LINK FENCELF80080025F-16214' VEHICLE GATEEA2226F-1625' PEDESTRIAN GATEEA2227D-70115" SLCPPLF25825828D-7056" PVC UNDERDRAIN OR EDGE DRAIN PIPE (PERFORATED)LF50050029D-7056" PVC UNDERDRAIN OR EDGE DRAIN PIPE (SOLID)LF20020030D-751MANHOLE, VDOT STD. MH-2EA1131D-75118" CATCHBASINEA3332D-7526" UNDERDRAIN ENDWALL, VDOT STD. EW-12EA2133T-901SEEDINGAC88.034T-908MULCHINGAC88.035L-108NO. 8 AWG, 5KV, L-824 TYPE C CABLE, INSTALLED IN TRENCH, DUCT BANK ORCONDUITLF50050036L-108NO. 6 AWG SOLID BARE COPPER COUNTERPOISE WIRE, INSTALLED INTRENCH, ABOVE THE DUCT BANK OR CONDUIT, INCLUDINGCONNECTIONS/TERMINATIONSLF2,0002,00037L-110CONCRETE ENCASED DUCT BANK, 1 WAY - 2" PVC CONDUITLF15015038L-110CONCRETE ENCASED DUCT BANK, 2 WAY - 2" PVC CONDUITLF50039L-110CONCRETE ENCASED DUCT BANK, 2 WAY - 6" PVC CONDUITLF11011040L-110CONCRETE ENCASED DUCT BANK, 4 WAY - 4" PVC CONDUIT & 1 WAY - 2" PVCCONDUITLF15015041L-110CONCRETE ENCASED DUCT BANK, 4 WAY - 6" PVC CONDUITLF11011042L-110CONCRETE ENCASED DUCT BANK, 6 WAY - 6" PVC CONDUITLF15015043L-110NON-ENCASED ELECTRICAL CONDUIT, 1 WAY - 2" PVC CONDUITLF30030044L-110NON-ENCASED ELECTRICAL CONDUIT, 2 WAY - 2" PVC CONDUITLF50045L-110NON-ENCASED ELECTRICAL CONDUIT, 4 WAY - 4" PVC CONDUIT & 1 WAY - 2"PVC CONDUITLF10010046L-1104" PVC DRAINAGE CONDUITLF40040047L-115ELECTRICAL JUNCTION STRUCTURE, 2-UNIT L-867 PULLCAN PLAZAEA2048L-115ELECTRICAL HANDHOLEEA5549L-119AIRPORT OBSTRUCTION LIGHTEA5550L-125L-858 AIRFIELD GUIDANCE SIGN (5-6 CHAR.) ON NEW FOUNDATIONEA2251L-125L-861T BASE MOUNTED MITLEA4452R-315ASPHALT CONCRETE BASE COURSE, TYPE BM-25.0ATN10010053R-315ASPHALT CONCRETE, TYPE SM-12.5ATN757554R-504PCC SIDEWALK (TYPE I)SY11011055R-606SOIL STABILIZATION MAT, EC-2SY6,0006,00056SP-42TEMPORARY FENCINGLS1157SP-43APRON AREA LIGHTINGLS1158SP-44GATE OPERATORS & POWERLS1159SP-45RELOCATE EXISTING INLETLS1160SP-46TERMINAL BUILDING DEMOLITIONLS1161SP-47AGGREGATE HAUL ROUTELS11AS-BUILTNO.REVISIONSBYAPP.DATE3COST NEGOTIATION CHANGESMJHADS08/29/234CONFORMED DOCUMENTSMJHADS10/20/23CONSULTANTS, INC.XREFS: IMAGES:DRAWING: 21013 qty.dwg LAYOUT: L1DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371SUMMARY OF QUANTITIESWINCHESTER REGIONAL AIRPORT3-51-0059-042-2021 (DESIGN)21013MJHADS/RSYMAY 2023248 NONERECONSTRUCT TERMINAL APRON - PHASE 2PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 qty.dwg, L1, 2/29/2024 1:12:10 PM, MHerzing
1/2" REBARFND. @ BASEOF 24" OAK314.05'(NOT TO SCALE)DETAIL "C"N 31°45'14" EN 57°35'31" E145.24'D.B. 423FND.PG. 252REB.DETAIL "B"(NOT TO SCALE)REB. FND.HWY. MON.93.1'FND.746.94'D.B. 423 PG. 252D.B. 322 PG. 52660' R/WD.B. 423 PG. 3028N 61°11'45" W1.0'N 58°48'42" W30.00'N 59°07'46" W635.67'20'RT. 776U.S. RT. 5225/8"REBARFND.STONE FND.30" OAKTREExxxxxxxxxFND.IRON PIPEFND.254.21'STONEREBARFND.1/2"RT. 776LC20' R/WRT. 7761/2"REBARFND.FND.IRON PIPE xREBARFND.x5/8"1/2"REBARFND.xxxxxxxxxPOST FND..xOLD CORNERxxxxxFND.1/2"REBARxDEDICATED FOR USEAS A PUBLIC ROADRT. 77650'337.7 ACRESOLD POSTON LINES 27°26'44" ERT. 776616.25'S 31°45'14" WN/F ROBERTSON314.22'CL64.5'N 59°07'46" W.L=114.24'N 27°13.00" WDETAIL "A"SCALE: 1" = 200'148.42'S 52°20'11" E192.31'171.23'2090.61'43.4 ACRES65+00AIRPORT ROAD - RT. 645OLD CORNERPOST FND.DRIVECESSNAFND.RT. 728R/W CLSTONEFND.CORNER POSTFND.FND.1/2" REBARTRAILER PARKING1/2" REBAR&OPEN STORAGEWELLEX.1/2"REBARFND.FND.1/2"REBARBNOTES:1.THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORTAND DOES NOT NECESSARILY INDICATE ALL ENCUMBRANCES ON THEPROPERTY.2.IMPROVEMENTS HAVE NOT BEEN LOCATED BY THIS SURVEY AS PER WRITTENAGREEMENT WITH THE CLIENT.3.UNLESS OTHERWISE INDICATED ON THIS PLAT, 5/8" CAPPED REBAR WILL BESET SET AT ALL PROPERTY CORNERS. PROPERTY CORNERS ALONG 30'PRESCRIPTIVE EASEMENT WILL BE OFFSET 15'.4.FIELD MEASUREMENTS, INFORMATION FROM ADJOINING OWNERS OF LONGSTANDING AND VIRGINIA DEPARTMENT OF TRANSPORTATION RECORDS SHOWRT. 776 AND THE MAJORITY OF OLD RT. 645 TO BE A 30' PRESCRIPTIVEEASEMENT ONLY. THIS SURVEYOR FOUND NO CONVEYANCES FOR PUBLIC USEAMONG THE LAND RECORDS.5.THIS AREA OF LAND APPROXIMATELY 107' x 60' IS PART OF PARCEL "B" ASSHOWN ON PLAT OF SURVEY BY H. BRUCE EDENS, DATED 3 OCTOBER 1972 ANDRECORDED WITH A DEED DATED 14 NOVEMBER 1972 IN D.B. 399 PG. 303CONVEYING PARCEL "B" TO WOODROW W. HALL, ET AL. THE "CLEAR ZONEEASEMENT" DENOTED AS PARCEL 4A ON EXHIBIT "A" ATTACHED TO THECOVENANT AND AGREEMENT RECORDED IN D.B. 516 PG. 562 DATED 31 AUG.1979, INCLUDES THIS 107' x 60' AREA ALTHOUGH THE PROPERTY WAS NOLONGER STANDING IN THE NAME OF THE GRANTORS.6."O. LEE GRABBER, HIS HEIRS AND ASSIGNS AS SUCCESSORS IN TITLETO THE SAID ADJACENT LAND, ARE GRANTED A PERPETUAL EASEMENTFOR USE OF THE WATER FROM THE EXISTING WELL ON TRACT 5-D ASWELL AS AN EASEMENT OF RIGHT-OF-WAY FOR INGRESS AND EGRESSFROM GRABBER'S LAND TO AND FROM THE SAID WELL FOR". . . WATERLINE PURPOSES. DEED BOOK 544 PAGE 708.7.THIS 30' WIDE PORTION OF W.R.A.A. PARCEL #11 WAS CONTAINED INTHE PARCEL ACCORDING TO DEED BOOK 183 PAGE 444, WHERE R.CLARK FLETCHER, A WIDOWER, CONVEYED THE PARCEL TO CHARLESALT AND DAISY M. ALT BY DEED DATED 13 SEPTEMBER 1942. THISSURVEYOR FOUND NO INFORMATION AMONG THE LAND RECORDSWHERE IT HAD BEEN CONVEYED AWAY FROM THE ORIGINAL PARCEL.8.THIS 20' RIGHT-OF-WAY IS SHOWN ON PLAT OF SURVEY RECORDEDWITH PARCELS "12A & 12B" RECORDED WITH DEED DATED 27 AUG. 1971DEED BOOK 380AT PAGE. 58864B A 40RA, RESIDENTIAL64B A 38B1B2, COMMERCIAL64B A 21RA, RESIDENTIAL64 1 A1B2, COMMERCIAL64 A A4B2, COMMERCIAL64 10 (5)(4)(3)B2, COMMERCIAL64 A 87AR4, PUBLIC SAFETY64 A 83R4, ABANDONED GOLFCOURSE64 A 82R4, ABANDONED GOLFCOURSE64 A 80JM1, INDUSTRIAL64 A 80MM1, INDUSTRIAL64 A 80AM1, INDUSTRIAL64 9 4M1, INDUSTRIAL64 9 1M1, INDUSTRIAL64 A 159DB2, COMMERCIAL64 11 16M1, WOODS64 11 17M1, WOODS64 A 174RA, RESIDENTIAL64 A 173RA, RESIDENTIAL64 A 161RA, SPEEDWAY64 5 6ARA, RESIDENTIAL64 5 7RA, RESIDENTIAL64 5 5ARA, RESIDENTIAL64 5 D4RA, RESIDENTIAL64 5 D1RA, RESIDENTIAL64 5 4M1, COMMERCIAL64 5 3M1, RESIDENTIAL64 5 1M1, WOODS64 A 39CRA, FIELD64 A 39M1, COMMERCIAL64F 1 PM1, COMMERCIAL64F 1 1M1, COMMERCIAL64F 1 10M1, WOODS64 A 40JM1, FIELD64 A 40IB2, FIELD64 A 40AB2, FIELD64 A 40KM1, INDUSTRIAL64 A 7164 A 7064 A 69RA, RESIDENTIAL64 A 6764 A 6664 A 6464 A 6364 A 60RA, RESIDENTIAL64 A 59RA, RES.64B A 51RA, RESIDENTIAL64B A 50 RA, RES.64B A 52RA, RES.64B A 49 RA, RES.64B A 33ARA, RESIDENTIALFEETSCALE: 1"=400'8004000400OKV-COKV-AOKV-B64B A 47RA, RES.64 5 664 5 564 5 D64 5 4A64 5 3A64 5 1A64 5 1A64 5 39A64 5 39A64 5 3A64 5 4A64 5 D64 5 564 5 6B64 5 7B64 5 664 A 159A64 A 159A64 A 159A64 A 159A64 A 159F64 A 159C64 A 16064 A 159A64 A 159A64 A 79G64 5 A64 A 79G64 A 79G64 A 7964 A 8664 A 7964 A 7964 A 40B64 A 6164 A 7964 A 7964 A 7964 A 7964 A 7964 A 7964 A 6264 A 6564 A 6864 A 7264 A 7964 A 7464B 3 B64B 3 A64B A 4864B A 3964 A 8864 A 159C64 A 79G64 A 79G64 A 79G64 A 8864B A 33ARA, RESIDENTIAL64B A 21RA, RESIDENTIAL64 A 6864 A 7164 A 7064 A 69RA, RESIDENTIAL64 A 6764 A 7264B A 38B1B2, COMMERCIALCAA30' PRESCRIPTIVE ESM'T.D.B. 568 PG. 769N/F DICKGOLLADAYD.B. 170PG. 398U.S. RT. 522N/FBEAVERRT. 776N/F BEAVERN/F BEAVERSEE NOTE 7D.B. 310 PG. 44N/F CUSTER, TRUSTEEROSENBERGERN/FRAN/F BEAVERD.B. 322 PG. 526D.B. 423PG. 252BEAVERD.B. 423PG. 252N/FBEAVERRAN/F GOLLADAYD.B. 467 PG. 96N/F WORCOD.B. 634 PG. 51N/F WINCHESTER OFFICED.B. 691 PG. 293HE/RANICHOLSOND.B. 245 PG. 216N/FUTILITY ESM'T.D.B. 677 PG. 487F.C.S.A.40'M1D.B. 753 PG. 367STA. = 3+24.79RIGHT-OF-WAY30' PRESCRIPTIVE ESM'T.SHENANDOAH GAS CO.(50' MAX. WIDTH)N/FN/FSTA. = 8+68.58385.19' RT. RUNWAY14/32 CL10+00599.16' LT. RUNWAY14/32 CLRAD.B. 673 PG. 201D.B. 673 PG. 201RAN 46°40'40" WN/F JGR THREE LLC ETALSFREDERICK COUNTY VIGINIAINST. 070015617(11A)RAAREA EXCEPTED & RESERVED IN(A.K.A. POWLEN EQUIPMENT CO. TRACTDESCRIBED BY SURVEY OF R.U. GOODEWINCHESTER REGIONAL AIRPORT AS PREPARED BY:AND NOTES TAKEN FROM PLAT OFDATED AUGUST 1992, AND REVISED OCTOBER 2, 1992(SEE NOTE 4)WINCHESTER, VIRGINIA 226013078 SHAWNEE DRIVEDOVE AND ASSOCIATESD.B. 659 PG. 175DATED NOV. 27, 1968)RT. 728D.B. 671 PG. 857(6,968 SQ. FT.)AREA EXCLUDEDFROM PLAT FORCONVEYANCE TOW.R.A.A. IND.B. 607 PG. 669545.68' LT. RUNWAYD.B. 607 PG. 661THOMAS A. GROVELEON W. LARGENTD.B. 671 PG. 850RARUNWAY 14-32 (5,500')ANDREW W. ANDERSON, JR.RANDOLPH E. ROGERS JR.KEITH G.RODERSD.B. 567 PG. 58EARNEST A. NEFFROBERT M. LARGENTBRUCE F. GROVE50'50'14/32 CLM1N/F GLAIZE & BROS.N/F COVERSTONED.B. 222 PG. 231N/F HANSEND.B. 543 PG. 767N/F HERNDOND.B. 583 PG. 593D.B. 721 PG. 113N/F GLAIZEFREDERICK REALTYSTA. = 71+53.81N/F NORTHD.B. 721 PG. 113N/F GLAIZE14/32 CLEASEMENTNOT BEEN SURVEYED IN THE FIELDPURCHASED BY W.R.A.A. BUT HASTHIS PARCEL HAS BEEN RECENTLY54' INGRESS/EGRESS30' PRESCRIPTIVE ESM'T.BY THIS SURVEYOR.STA. = 88+98.85580.31' LT. RUNWAYCLPG. 1427D.B. 781W.R.A.A.RARARPRAR4R5B1B2B3M1MH1M1N/F GLAIZED.B. 607 PG. 669ZONING LEGENDCENTER LIMITED PARTNERSHIPNOTE: PERIMETER SURVEY, DETAILS, TABLES- RESIDENTIAL PERFORMANCE DISTRICT- RURAL AREA- RESIDENTIAL PLANNED COMMUNITY DISTRICT- RESIDENTIAL RECREATIONAL COMMUNITY DISTRICT- BUSINESS NEIGHBORHOOD DISTRICT- BUSINESS GENERAL DISTRICT- INDUSTRIAL TRANSITION DISTRICT- LIGHT INDUSTRIAL DISTRICT- MOBILE HOME COMMUNITY DISTRICTB2B2M1M1M1M1RA/M1RARARARARARARAB2M2EMHEAP1FPHAIAMS- INDUSTRIAL GENERAL DISTRICT- EXTRACTIVE MANUFACTURING DISTRICT- HIGHER EDUCATION DISTRICT- AIRPORT DISTRICT- FLOODPLAIN DISTRICTS- HISTORIC OVERLAY ZONE- INTERSTATE OVERLAY DISTRICT- MEDICAL SUPPORT DISTRICTVDOT RIGHT OF WAY (ROW)APPROX AIRPORT PROPERTY LINEAIRPORT EASEMENTLEGENDVDOT ACQUISITION LINE64 9 2DETAIL DESIGNATIONPROJECT SITEPROJECT SITENN/F JGR THREE LLC ETALSINST. 140000018INST. 14000001864 A 86R4, ABANDONED GOLFCOURSE64 A 87R4, ABANDONED GOLFCOURSESTOCKPILE SITENO.REVISIONSBYAPP.DATE4CONFORMED DOCUMENTSMJHADS10/20/23CONSULTANTS, INC.XREFS: IMAGES:DRAWING: 21013 zmp.dwg LAYOUT: L1DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371BOUNDARY & ZONING MAPWINCHESTER REGIONAL AIRPORT3-51-0059-042-2021 (DESIGN)21013MJHADS/RSYMAY 2023348 1" = 400'RECONSTRUCT TERMINAL APRON - PHASE 2PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 zmp.dwg, L1, 2/29/2024 1:12:32 PM, MHerzing
SCALE: 1"=300'3000FEET300600NLEGENDFENCE GATE NUMBERBENCHMARK LOCATIONSTONE CONSTRUCTION ENTRANCEHAUL ROUTE (TWO-WAY TRAFFIC)HAUL ROUTE (ONE-WAY TRAFFIC)LIMITS OF DISTURBANCEEXISTING FENCEAPPROXIMATE AIRPORT PROPERTY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAPROPOSED CONSTRUCTIONWETLANDSPROPOSED AGGREGATE HAUL ROUTE8BM-XLODXROFARPZRSATOFANOTES1.REFER TO "PHASING LAYOUT" SHEET FORCONSTRUCTION PHASING.2.REFER TO "PHASING LAYOUT" FOR LOCATIONS OFCONTRACTORS STAGING AREA AND EMPLOYEEPARKING.3.INSTALL AGGREGATE HAUL ROUTE. REFER TO THESPECIAL PROVISIONS FOR ADDITIONALINFORMATION. COORDINATE WITH ENGINEER PRIORTO INSTALLATION.FHFHFHFHFHFHFHFHFHFHFHFHFHWaterWaterSIGN
TSTOPSTOP
GENERAL AVIATIONTERMINAL BUILDINGFF= 720.25'0+005+0010+0015+0020+0025+0030+0035+0040+0045+0050+0055+0060+0065+0070+0074+98AIRPORT ROAD 400' x 1000'RUNWAY SAFETY AREABUFFLICK ROADRT. 776STATE ROUTE 645PAPITW "C"APRONRUNWAY 14-32 (5498' x 100')TAXIWAY "A"GLIDE SLOPE CRITICAL AREATW "D"PAPIWINDSOCKROUTE 50TO US VICTORY LANE300'STATE ROUTE 645RPZ 500' x 1010' x 1700'NOT LOWER THAN 1 MILEAPPROACH VISIBILITYLOCALIZERANTENNASTA 10+00N: 7101599.4168E: 11581768.5492TERMINALROTATING BEACONAIRPORTSECURITY GATEFUEL FARMSTA 64+98, ELEV=701N: 7097809.7100E: 11585754.5400EXTENDEDRUNWAY SAFETYAREA 400' x 1000'RPZ 1000' x 1750' x 2500'LOWER THAN 3/4 MILEAPPROACH VISIBILITYTW "C1"TW "C2"POSSIBLE WETLANDS(J.D. EXPIRED)POSSIBLE WETLANDS(J.D. EXPIRED)WETLANDS(J.D. # 2008-1979ISSUED 7-21-08)10+0015+0020+0025+0030+0035+0040+0045+0050+0055+0060+0065+00TAXIWAY "A"ELECTRICALVAULTBENCHMARK SCHEDULEBM #NORTHINGEASTINGSTATIONELEV.DESCRIPTIONOKV A7098699.1311585149.8954+47.15698.63PRIMARY AIRPORT CONTROL STATION (PACS)BENCHMARK NOTES:1.STATIONS AND OFFSETS BASED ON RUNWAY CENTERLINE (BASELINE "RW"), UNLESS NOTED OTHERWISE.2.HORIZONTAL CONTROL BASED ON VIRGINIA STATE GRID (NAD83) NORTH ZONE. VERTICAL CONTROL BASED ON U.S.COASTAL & GEODETIC DATUM (NAVD88), UNLESS NOTED OTHERWISE. NORTHING AND EASTING BASED ON NGS MODEL INEFFECT AT TIME OF PUBLICATION; VERIFY COORDINATES WITH NGS PRIOR TO USE.OFFSET227.81' LTOKV B7102561.1111580684.59-4+50.02727.25SECONDARY AIRPORT CONTROL STATION (SACS)49.97' RTOKV C7097143.5011586528.5175+18.15689.3650.29' LTSECONDARY AIRPORT CONTROL STATION (SACS)TW "A2"3211918171413121198654400'BASELINE "RW"TL "E"TL "F"WINDCONEOKV COKV AEXTENDEDCLOSEDROAD250'400'250'131' TAXIWAY OBJECT FREE AREA79' TAXIWAY SAFETY AREA35'LOCALIZERCRITICAL AREA20+0025+0030+0035+0040+0045+0020+0025+0030+0035+0040+0045+00300' OFFSETBASELINE45+00, 0' (BL "TW-A")45+00, 300' LT. (BL "RW")N: 7098969.3727E: 11584100.246820+00, 0' (BL "TW-A")20+00, 300' LT. (BL "RW")N: 7100691.7334E: 11582288.2110BASELINE "A"RECONSTRUCT TERMINALAPRON - PHASE 2STOCKPILE AREABENCHMARK "OKV B" LOCATEDBEHIND LOCALZER ANTENNATO WEST OF THIS VIEWPROPOSED TERMINAL(BY OTHERS)NOTE 3CONSULTANTS, INC.XREFS: 21013 plan-ex.dwg; 21013 geom-pro.dwg IMAGES:DRAWING: 21013 gen.dwg LAYOUT: L1DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RECONSTRUCT TERMINAL APRON - PHASE 2GENERAL LAYOUTWINCHESTER REGIONAL AIRPORT3-51-0059-042-2021 (DESIGN)21013MJHADS/RSYMAY 2023448 1" = 300'NO.REVISIONSBYAPP.DATE4CONFORMED DOCUMENTSMJHADS10/20/23PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 gen.dwg, L1, 2/29/2024 1:12:59 PM, MHerzing
PROJECT NOTES:GENERAL:1.THE PROJECT NOTICE-TO-PROCEED WILL NOT BE ISSUED UNTIL ALL PROJECT FUNDING IS IN-PLACE AND THE CONSTRUCTION CONTRACT HASBEEN APPROVED AND FULLY EXECUTED BY ALL PARTIES.2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING (INCLUDING PAYMENT OF FEES) ALL BONDS, PERMITS, LICENSES, ETC. REQUIRED BYLOCAL, STATE, AND FEDERAL AGENCIES. THE PERMITS REQUIRED SHALL BE IDENTIFIED AND PROCURED BY THE CONTRACTOR PRIOR TO THESTART OF CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE WHICH PERMITS ARE REQUIRED WITH THE COUNTY PUBLIC WORKS DIVISION,STATE SOIL CONSERVATION SERVICE, STATE HIGHWAY ADMINISTRATION, COUNTY PURCHASING OFFICE, EROSION CONTROL OFFICER, ETC. (NOSEPARATE PAY ITEM).3.ANY LISTED MANUFACTURER'S EQUIPMENT WILL MEAN THAT LISTED ITEM OR AN APPROVED EQUIVALENT.4.BORING LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. BORING INFORMATION WAS PROVIDED BY:TRIAD ENGINEERING200 AVIATION DRIVEWINCHESTER, VIRGINIA 226025.FIELD SURVEY INFORMATION WAS PROVIDED BY:TRIAD ENGINEERING200 AVIATION DRIVEWINCHESTER, VIRGINIA 22602GREENWAY ENGINEERING151 WINDY HILL LANEWINCHESTER, VIRGINIA 226026.THE OWNER RESERVES THE RIGHT TO CONTRACT AND PERFORM OTHER OR ADDITIONAL WORK ADJACENT TO AND WITHIN THE WORK AREACOVERED BY THIS CONTRACT. WHEN SEPARATE CONTRACTS ARE LET WITHIN THE LIMITS OF ANY ONE PROJECT, EACH CONTRACTOR SHALLCONDUCT THEIR WORK SO AS NOT TO INTERFERE WITH OR HINDER THE PROGRESS OR THE COMPLETION OF THE WORK BEING COMPLETED BYOTHER CONTRACTORS. THE CONTRACTORS WORKING ON THE SAME PROJECT SHALL COOPERATE WITH EACH OTHER AS ORDERED BY THEENGINEER. ANY ADDITIONAL EFFORT OR WORK REQUIRED FOR SUCH COORDINATION WITH OTHER CONTRACTORS SHALL BE INCIDENTAL TO THEPROJECT AND NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE. REFERENCE IS DIRECTED TO SECTION 50-06 OF THE SPECIFICATIONS.IT IS ANTICIPATED THAT OTHER WORK MAY BE COMPLETED BY AN INDEPENDENT CONTRACTOR(S) DURING THE COURSE OF THIS PROJECT.7.THE APPROXIMATE LOCATION OF THE CONTRACTOR'S STAGING AREA(S) HAVE BEEN SHOWN ON THE PLANS.8.CONTRACTOR EMPLOYEE(S) ARE PROHIBITED FROM RESIDING AT THE PROJECT SITE, ON AIRPORT PROPERTY, IN THE STAGING AREA, OR ANYOTHER TEMPORARY FACILITY.9.THIS PROJECT HAS BEEN ENVIRONMENTALLY APPROVED BY THE FAA UNDER A CAT-EX DATED FEBRUARY 3, 2009.10.IN ACCORDANCE WITH SECTION 60-05, A RESIDENT PROJECT REPRESENTATIVE'S FIELD OFFICE AND ASSOCIATED EQUIPMENT SHALL BE INSTALLEDAT A LOCATION INDICATED ON THE PLANS AND IS INCIDENTAL TO THE COST OF THE PROJECT. THERE WILL BE NO SEPARATE MEASUREMENT ORPAYMENT. THE OWNER WILL PROVIDE ALL RESIDENT PROJECT REPRESENTATIVE SERVICES.11.THERE ARE PROVISIONS IN THE CONTRACT DOCUMENTS FOR ADJUSTMENT IN CONTRACT TIME DUE TO UNUSUALLY ADVERSE WEATHERCONDITIONS. HOWEVER, THE CONTRACT TIME HAS BEEN ESTABLISHED BASED UPON THE RECEIPT OF NORMAL PRECIPITATION FOR THE PROJECTAREA. REFER TO “CONTRACT TIME EXTENSIONS” OF THE SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION.12.IN ACCORDANCE WITH SECTION 50-07, THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION LAYOUT AND STAKING AND MUST FURNISHSTAKES FOR THE LAYOUT AND CONSTRUCTION OF THE WORK AND FOR PRESERVING ALL STAKES AND BENCHMARKS THROUGH THE DURATION OFTHE PROJECT.13.ALL BIDDERS ARE PERMITTED TO PERFORM ADDITIONAL GEOTECHNICAL INVESTIGATIONS. CONTRACTOR SHALL CONTACT AND COORDINATE WITHTHE OWNER PRIOR TO MOBILIZING TO PERFORM ANY GEOTECHNICAL INVESTIGATIONS.SECURITY:14.THE CONTRACTOR SHALL SUBMIT A SAFETY PLAN COMPLIANCE DOCUMENT (SPCD) IN ACCORDANCE WITH SECTION 80-04.1 “OPERATIONAL SAFETYON AIRPORT DURING CONSTRUCTION” AND THE SPECIAL PROVISIONS OF THE SPECIFICATIONS.15.THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL OF ITS EMPLOYEES AND SUBCONTRACTOR EMPLOYEES ONLY USE AUTHORIZEDACCESS POINT(S). EMPLOYEES SHALL VERIFY THAT THE ACCESS POINT(S) IS SECURE IMMEDIATELY AFTER USE. GATES THAT FAIL TO SECUREMUST BE IMMEDIATELY REPORTED TO THE ENGINEER OR OWNER.16.THE CONTRACTOR SHALL ONLY USE THE HAUL ROUTE(S) INDICATED ON THE PLANS UNLESS OTHERWISE APPROVED BY THE ENGINEER ANDOWNER.17.THE CONTRACTOR SHALL ALWAYS MAINTAIN SEPARATION BETWEEN THE SECURE SIDE AND NON-SECURE SIDE OF THE AIRPORT. THE PERIMETERFENCE SHALL BE MAINTAINED ON A CONTINUOUS BASIS WITH ANY TEMPORARY OPENING BEING CONTINUOUSLY OBSERVED BY THECONTRACTOR'S DESIGNATED EMPLOYEE. IF ORDERED BY THE ENGINEER OR OWNER, THE CONTRACTOR MAY BE REQUIRED TO PROVIDE GATEGUARDS. GATE GUARDS ARE INCIDENTAL TO THE COST OF THE PROJECT. ALL TEMPORARY OPENINGS AND CONSTRUCTION GATES SHALL BESECURED AND LOCKED AT THE COMPLETION OF WORK EACH DAY.18.ALL CONTRACTOR VEHICLES OPERATING INSIDE THE SECURITY FENCE SHALL BE CLEARLY LABELED WITH THE CONTRACTOR'S COMPANY NAMEVISIBLE FROM 200 FEET. THE COMPANY NAME SHALL BE LABELED ON BOTH SIDES OF THE VEHICLE.OPERATIONS AND PHASING:19.A 25-FOOT MAXIMUM EQUIPMENT HEIGHT HAS BEEN COORDINATED WITH THE FAA FOR AIRSPACE CLEARANCE. THE CONTRACTOR SHALL SUBMITAN UPDATED FAA FORM 7460 “NOTICE OF PROPOSED CONSTRUCTION” IF THE CONTRACTOR INTENDS TO USE ANY EQUIPMENT WITH A HEIGHTOVER 25 FEET.20.THE CONTRACTOR SHALL MARK AND LIGHT AREAS UNDER CONSTRUCTION IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. AIRCRAFTAND PUBLIC SAFETY SHALL NOT BE COMPROMISED, AND PROPER SEPARATION SHALL BE MAINTAINED AT ALL TIMES. REFERENCE IS DIRECTED TOSECTION 80-04.1 “OPERATIONAL SAFETY ON AIRPORT DURING CONSTRUCTION” AND THE SPECIAL PROVISIONS OF THE SPECIFICATIONS.EQUIPMENT AND VEHICLES SHALL BE MARKED WITH YELLOW FLASHING DOME TYPE LIGHTS OR 3' X 3' ORANGE AND WHITE CHECKER FLAGS. YELLOW FLASHING DOME TYPE LIGHTS ARE REQUIRED FOR NIGHTTIME OPERATIONS.21.ALL CONTRACTOR PERSONNEL SHALL ARRIVE AT THE PROJECT IN COMPANY VEHICLES. ONLY AUTHORIZED VEHICLES WILL BE ALLOWED INSIDETHE SECURITY FENCE. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL POSITION ALL EQUIPMENT, TOOLS, MATERIAL, ETC. IN THEAPPROVED CONTRACTOR'S STAGING AREA UNLESS OTHERWISE REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER.22.THE CONTRACTOR SHALL RELOCATE THE CLOSED MARKERS AND AVIATION BARRICADES DURING THE PROJECT. MULTIPLE RELOCATIONS OF THECLOSED MARKERS WILL BE CONSIDERED INCIDENTAL TO THE PROJECT. THE LOCATION OF THE CLOSED MARKERS AND BARRICADES, AS SHOWNON THE PLANS, REPRESENTS THE MOST TYPICAL LOCATION.23.THE CONTRACTOR SHALL HAVE AN ADEQUATE NUMBER OF TWO-WAY AVIATION BAND RADIOS ON-SITE AT ALL TIMES AND SHALL BE RESPONSIBLEFOR PROVIDING THE RADIOS. REFERENCE IS DIRECTED TO THE SPECIAL PROVISIONS OF THE SPECIFICATIONSPRIOR TO ENTERING ANY AIR OPERATIONS AREA (AOA) OR SAFETY AREA (AS SHOWN ON THE PLANS AND IDENTIFIED IN THE SPECIFICATIONS), THECONTRACTOR SHALL COORDINATE WITH THE OWNER, ENGINEER, OR OFFICIAL DESIGNATED REPRESENTATIVE. TWO-WAY AVIATION BAND RADIOCOMMUNICATIONS SHALL BE REQUIRED AT ALL TIMES. NO EQUIPMENT OR PERSONNEL SHALL ENTER AN OPEN RUNWAY OR TAXIWAY SAFETYAREA UNLESS PROPERLY COORDINATED. THE USE OF TRAINED FLAGMEN AND TWO-WAY AVIATION BAND RADIOS SHALL BE REQUIRED IN THESEAREAS.THE CONTRACTOR SHALL MONITOR THE COMMON TRAFFIC ADVISORY FREQUENCY (122.975 MHZ) AT ALL TIMES.24.TAXIWAY LIGHTS SHALL BE DE-ENERGIZED OR PROPERLY COVERED ON ALL CLOSED SECTIONS OF TAXIWAYS IN A MANNER APPROVED BY THEENGINEER (NO SEPARATE PAY ITEM). REMOVING THE LAMP FROM ITS FIXTURE IS NOT ALLOWED.25.UPON NOTIFICATION FROM THE OWNER, ENGINEER, OR OFFICIAL DESIGNATED REPRESENTATIVE, THE CONTRACTOR SHALL IMMEDIATELY CLEARTHE RUNWAY AND/OR TAXIWAY SAFETY AREAS OF EQUIPMENT AND PERSONNEL IN THE EVENT OF A DECLARED AIRCRAFT EMERGENCY.HAUL ROUTE:26.THE CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES AT ALL LOCATIONS WHERE HAUL ROUTES CROSS PAVEMENT. SEETHE EROSION AND SEDIMENT CONTROL SHEET FOR DETAILS AND GENERAL PROJECT LAYOUT SHEET FOR ANTICIPATED LOCATIONS. THECONTRACTOR SHALL MAINTAIN THESE TEMPORARY CONSTRUCTION ENTRANCES SUCH THAT MUD AND DEBRIS ARE NOT TRACKED ONTO OPENAREAS OF THE AIRCRAFT APRON OR VEHICLE ROADWAYS.27.THE CONTRACTOR SHALL LINE THE HAUL ROUTE, ON THE DOWN SLOPE SIDE WITH SILT FENCE. THE CONTRACTOR SHALL MAINTAIN THE FENCEDURING CONSTRUCTION AND MAKE IMMEDIATE REPAIRS TO ALL DAMAGED FENCE.28.ALL CONTRACTOR AND SUBCONTRACTOR PERSONNEL AND EQUIPMENT SHALL USE ONLY THE DESIGNATED HAUL ROUTES FOR INGRESS ANDEGRESS TO THE CONSTRUCTION AREA AND FOR HAULING MATERIALS TO THE APPROVED WASTE AREA (AS APPLICABLE).29.NO CONTRACTOR TRAFFIC SHALL USE ANY PORTION OF RUNWAY(S), TAXIWAY(S) OR APRON(S) THAT ARE NOT ON THE HAUL ROUTE OR WITHINTHE ACTIVE PROJECT AREA.30.THE HAUL ROUTE SHALL ENTER THE WASTE AREA ON THE UP-SLOPE SIDE.31.ANY CONSTRUCTION OR MAINTENANCE NECESSARY, INCLUDING ASSOCIATED LABOR AND MATERIALS, TO PRESERVE THE HAUL ROUTE FOR THECONTRACTOR'S USE WILL BE CONSIDERED INCIDENTAL PROJECT COSTS AND WILL NOT BE A SEPARATE PAY ITEM.32.UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL REPAIR ANY PAVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS. NOSEPARATE PAYMENT WILL BE MADE FOR PAVEMENT REPAIR NECESSARY DUE TO CONTRACTOR'S HAULING OPERATIONS.33.THE CONTRACTOR'S ATTENTION IS ALSO DIRECTED TO THE GENERAL LAYOUT AND PHASING LAYOUT FOR ADDITIONAL INFORMATION.NO.REVISIONSBYAPP.DATE4CONFORMED DOCUMENTSMJHADS10/20/23CONSULTANTS, INC.XREFS: IMAGES:DRAWING: 21013 nts.dwg LAYOUT: L1DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371PROJECT NOTESWINCHESTER REGIONAL AIRPORT3-51-0059-042-2021 (DESIGN)21013MJHADS/RSYMAY 2023548 NONERECONSTRUCT TERMINAL APRON - PHASE 2PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 nts.dwg, L1, 2/29/2024 1:13:21 PM, MHerzing
FHFHFHFHFHWINDSOCK CONDUCTORSSTOPSTOP
GENERAL AVIATIONTERMINAL BUILDINGFF= 720.25'3211925+0030+0035+0040+0025+0030+0035+0040+00AIRPORT ROAD BUFFLICK ROADRT. 776STATE ROUTE 645TW "C"RUNWAY 14-32 (5498' x 100')TW "C1"BASELINE "RW"BASELINE "A"TAXIWAY-ACEPCSAEFOROTATING BEACONAIRPORTSECURITY GATEFUEL FARMEXISTING GENERALAVIATION TERMINAL400'250'62.5'39.5'INSTALL TRAFFIC CONESOR BARRELS DURINGWORK AREA A1(NO SEPARATE PAY ITEM)INSTALL TRAFFIC CONES ORBARRELS BEGINNING INWORK AREA B (NOSEPARATE PAY ITEM)CSAPIPE INCIDENTAL TOOVERALL PROJET(NO SEPARATE PAY ITEM)DBCAA1125436879HAUL TRUCKS ENTERINGAND LEAVING WORKAREAS C AND DHAUL TRUCKS ENTERINGAND LEAVING WORKAREAS A AND A1HAUL TRUCKSENTERING ANDLEAVING WORKAREA BHAUL TRUCKS LEAVINGWORK AREA A1TEMPORARY TERMINALFACILITY BY AIRPORT ATCONCLUSION OF WORK AREA AGAS LINE DEPTH = 6.1'GAS LINE DEPTH = 5.31'GAS LINEDEPTH = 2.67'GAS LINE DEPTH = 1.9'GAS LINE DEPTH = 9.29'WORK AREA D NOT IN CONTRACTSCALE: 1"=60'06060120FEETNLEGENDWORK AREA / PHASE LABELCLOSED MARKER LABELCONTRACTOR EMPLOYEE PARKINGCONTRACTOR STAGING AREAENGINEER FIELD OFFICEAVIATION BARRICADESFENCE GATE NUMBERTRAINED FLAGMAN/GATE GUARDSTONE CONSTRUCTION ENTRANCETRAFFIC CONESHAUL ROUTE (TWO-WAY TRAFFIC)HAUL ROUTE (ONE-WAY TRAFFIC)EXISTING FENCEAPPROXIMATE AIRPORT PROPERTY LINEEXISTING GAS LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAPROPOSED CONSTRUCTIONWORK AREA AWORK AREA A1WORK AREA BWORK AREA CWORK AREA DWORK BY OTHERSXXCEPCSAEFO#XGASROFARPZRSATOFANOTES1.ALL STATIONS AND OFFSETS GIVEN WITH RESPECTTO BASELINE "A" (TAXIWAY A CENTERLINE) UNLESSOTHERWISE NOTED.2."CLOSED MARKER SCHEDULE" REFLECTS ALLMARKERS IN-PLACE DURING THE PROJECT, NOTJUST THE MARKERS REQUIRED FOR THATPARTICULAR WORK AREA.3.AVIATION BARRICADES AT TAXIWAY/TAXIWAYINTERSECTIONS SHALL BE PLACED OUTSIDE OF THETAXIWAY SAFETY AREA (TSA) OF THE INTERSECTINGTAXIWAY (39.5 FEET FROM CENTERLINE). SEE"CLOSED TAXIWAY AT TAXIWAY DETAIL".4.REFER TO "GENERAL LAYOUT" FOR STOCKPILEAREA GRADING HAUL ROUTES.CLOSED MARKER SCHEDULEMARKER#TYPEIN PLACE DURING WORK IN AREA:AA1BCD1AVIATIONBARRICADESXXX2AVIATIONBARRICADESX3AVIATIONBARRICADESX4AVIATIONBARRICADESX5AVIATIONBARRICADESX6AVIATIONBARRICADESX7AVIATIONBARRICADESX8AVIATIONBARRICADESX9AVIATIONBARRICADESXNO.REVISIONSBYAPP.DATE3COST NEGOTIATION CHANGESMJHADS08/29/234CONFORMED DOCUMENTSMJHADS10/20/23CONSULTANTS, INC.XREFS: 21013 plan-ex.dwg; 21013 geom-pro.dwg; 21013 work area limits.dwg IMAGES:DRAWING: 21013 pha.dwg LAYOUT: L1DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371PHASING LAYOUTWINCHESTER REGIONAL AIRPORT3-51-0059-042-2021 (DESIGN)21013MJHADS/RSYMAY 2023648 1" = 60'RECONSTRUCT TERMINAL APRON - PHASE 2PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 pha.dwg, L1, 2/29/2024 1:13:43 PM, MHerzing
PHASING NOTESPHASING: GENERAL1.THE CONTRACTOR SHALL HAVE 155 CALENDAR DAYS TO COMPLETE THE PROJECT.2.LIQUIDATED DAMAGES IN THE AMOUNT OF THREE THOUSAND DOLLARS ($3,000.00) PER CALENDAR DAY WILL BE ASSESSED AGAINST THE CONTRACTOR FOR EACHCALENDAR DAY OR PORTION THEREOF THAT THE CONTRACT TIME OR SPECIFIC MILESTONES ARE EXCEEDED.3.THE INTENT OF THIS PHASING PLAN IS TO MINIMIZE THE IMPACT OF CONSTRUCTION ON THE OPERATIONS OF THE AIRPORT. ALL REQUIREMENTS CONTAINED IN THECONTRACT DOCUMENTS SHALL BE STRICTLY ENFORCED.4.THE CONTRACTOR SHALL REFER TO THE SPECIAL PROVISIONS OF THE SPECIFICATION AND THE CONSTRUCTION SAFETY AND PHASING PLAN (CSPP) FOR THECONTRACTOR'S RESPONSIBILITY FOR OPERATIONAL SAFETY ON AIRPORT DURING CONSTRUCTION AND REQUIREMENTS FOR THE DEVELOPMENT AND SUBMITTAL OFTHE CONTRACTOR'S SAFETY PLAN COMPLIANCE DOCUMENT (SPCD).5.A 25-FOOT MAXIMUM EQUIPMENT HEIGHT HAS BEEN COORDINATED WITH THE FAA FOR AIRSPACE CLEARANCE. THE CONTRACTOR SHALL SUBMIT AN UPDATED FAAFORM 7460 “NOTICE OF PROPOSED CONSTRUCTION” IF THE CONTRACTOR INTENDS TO USE ANY EQUIPMENT OVER 25 FEET.6.THE CONTRACTOR SHALL SUBMIT A DETAILED PRODUCTION SCHEDULE TO THE ENGINEER A MINIMUM OF 7 DAYS PRIOR TO THE PRE-CONSTRUCTION CONFERENCE.THE SCHEDULE SHALL CLEARLY DELINEATE THE PROPOSED WORK AREAS AND THE NUMBER OF DAYS ANTICIPATED FOR THE COMPLETION OF EACH AREA.REFERENCE IS DIRECTED TO THE SPECIAL PROVISIONS OF THE SPECIFICATIONS.7.THE SEQUENCE OF CONSTRUCTION SHALL BE DEVELOPED TO MINIMIZE CONSTRUCTION TRAFFIC OPERATING ON FINISHED PAVEMENT SURFACES.8.THE CONTRACTOR SHALL MARK AND LIGHT AREAS UNDER CONSTRUCTION IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. AIRCRAFT AND PUBLIC SAFETYSHALL NOT BE COMPROMISED, AND PROPER SEPARATION SHALL BE MAINTAINED AT ALL TIMES. REFERENCE IS DIRECTED TO THE SPECIAL PROVISION “SAFETY PLANCOMPLIANCE DOCUMENT (SPCD)”. EQUIPMENT AND VEHICLES SHALL BE MARKED WITH AMBER FLASHING DOME TYPE LIGHTS OR 3' X 3' ORANGE AND WHITE CHECKERFLAGS. AMBER FLASHING DOME TYPE LIGHTS ARE REQUIRED FOR NIGHTTIME OPERATIONS.9.THE CONTRACTOR SHALL HAVE AN ADEQUATE NUMBER OF TWO-WAY RADIOS ON SITE AT ALL TIMES AND SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAININGTHE RADIOS.10.ALL CONTRACTOR PERSONNEL SHALL ARRIVE AT THE PROJECT IN COMPANY VEHICLES. ONLY AUTHORIZED VEHICLES WILL BE ALLOWED INSIDE THE SECURITY FENCEAT THE END OF EACH WORK DAY. THE CONTRACTOR SHALL POSITION ALL EQUIPMENT, TOOLS, MATERIAL, ETC. IN THE APPROVED CONTRACTOR'S STAGING AREAUNLESS OTHERWISE REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER.11.TAXIWAY SAFETY AREA CRITERIA PROHIBITS ANY OPEN EXCAVATIONS OR DROP-OFFS GREATER THAN THREE INCHES, AND GRADES STEEPER THAN FIVE PERCENTWITHIN 39.5 FEET OF THE TAXIWAY CENTERLINE (TAXIWAY SAFETY AREA).12.THE CONTRACTOR SHALL INSTALL AVIATION BARRICADES ACROSS ALL ACTIVE PAVED AIRCRAFT OPERATIONAL AREAS ADJACENT TO THE CONSTRUCTION AREAS ASSHOWN ON THE PLANS OR AS ORDERED BY THE ENGINEER.13.AVIATION BARRICADES SHALL BE INSTALLED AS THE FIRST TASK IN ANY WORK AREA. AVIATION BARRICADES SHALL BE REMOVED AS THE LAST TASK IN ANY WORKAREA. THE BARRICADES SHALL NOT BE REMOVED UNTIL THE PAVEMENT AND SAFETY AREAS ARE ESTABLISHED IN ACCORDANCE WITH THE PLANS ANDSPECIFICATIONS AND ARE SUITABLE FOR USE BY AIRCRAFT.14.THE CONTRACTOR WILL BE REQUIRED TO RELOCATE THE AVIATION BARRICADES DURING THE PROJECT. MULTIPLE RELOCATIONS OF THE BARRICADES SHALL BEINCIDENTAL TO THE PROJECT. THE LOCATION OF THE BARRICADES, AS SHOWN ON THE PLANS, REPRESENTS THE MOST TYPICAL LOCATION. OTHER LOCATIONS MAYBE REQUIRED AS ORDERED BY THE ENGINEER.15.ALL TAXIWAY AND/OR APRON EDGE LIGHTS AND ASSOCIATED SIGNS SHALL BE DE-ENERGIZED OR PROPERLY COVERED WHEN THE CORRESPONDING TAXIWAYAND/OR APRON IS CLOSED. LIGHTS SHALL BE RE-ENERGIZED CONCURRENT WITH THE OPENING OF THE TAXIWAY AND/OR APRON (NO SEPARATE PAY ITEM).REMOVING THE LAMP FROM FIXTURES SHALL NOT BE THE METHOD SELECTED.ALL AIRFIELD CIRCUITS MUST BE CONFIRMED TO BE OPERATIONAL PRIOR TO LEAVING THE SITE.16.AIRCRAFT SHALL HAVE THE RIGHT-OF-WAY AT ALL TIMES. CONTRACTOR VEHICLES SHALL GIVE WAY TO AIRCRAFT AT ALL TIMES.17.ANY REOPENING OF TEMPORARILY CLOSED AIRFIELD PAVEMENTS SHALL BE COORDINATED IN ADVANCE WITH THE OWNER. PRIOR TO REOPENING PAVEMENT TOAIRCRAFT OPERATIONS, THE CONTRACTOR SHALL CLEAN ALL DEBRIS (FOD) FROM THE PAVEMENT SURFACES AND ESTABLISH THE SAFETY AREAS IN ACCORDANCEWITH THE SPECIFICATIONS. THE OWNER AND ENGINEER SHALL BE NOTIFIED SUFFICIENTLY IN ADVANCE OF THE OPENING TIME TO ALLOW FOR INSPECTIONS AND ANYREMEDIAL CLEANING BY THE CONTRACTOR.18.REFER TO THE PHASING DETAILS SHEET FOR DETAILS OF AVIATION BARRICADES, AND FAR PART 77 SURFACES.19.PRIOR TO BEGINNING WORK IN EACH AREA, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER AND CONFIRM THAT THE PROPER NOTAMS HAVE BEENISSUED AND ARE ON FILE.20.THE CONTRACTOR SHALL MAINTAIN THE OWNER'S ACCESS AROUND THE PERIMETER OF THE AIRFIELD AT ALL TIMES.PHASE 1: PAVEMENT CONSTRUCTIONLIMITATIONS:PHASE 1 INCLUDES WORK AREAS A, A1, AND BSEE INDIVIDUAL WORK AREAS FOR WORK AREA RESTRICTIONSMILESTONE TIME:130 CALENDAR DAYSMILESTONELIQUIDATED DAMAGES:$3,000.00 PER CALENDAR DAYNOTES:THE WASTE AND BORROW AREAS MAY BE WORKED ON DURING ALL PHASE 1 WORK AREASPHASE 2: GRASS ISLAND CONSTRUCTIONLIMITATIONS:PHASE 2 INCLUDES WORK AREAS C AND DSEE INDIVIDUAL WORK AREAS FOR WORK AREA RESTRICTIONSMILESTONE TIME:20 CALENDAR DAYSMILESTONELIQUIDATED DAMAGES:$3,000.00 PER CALENDAR DAYNOTES:THE WASTE AND BORROW AREAS MAY BE WORKED ON DURING ALL PHASE 2 WORK AREASPHASE 3: FINAL AIRFIELD MARKING & SEAL COATLIMITATIONS:30 DAYS OF PAVEMENT CURE PRIOR TO FINAL MARKINGSEE INDIVIDUAL WORK AREAS FOR WORK AREA RESTRICTIONSMILESTONE TIME:5 CALENDAR DAYSMILESTONELIQUIDATED DAMAGES:$3,000.00 PER CALENDAR DAYNOTES:THE PHASE 3 AOA CLOSURES AND MARKING SHALL BE COORDINATED WITH THE OWNERIT SHOULD BE ANTICIPATED THE SEAL COAT APPLICATION AND CURING IN AREAS A AND B WILL NEED TO OCCUR OVER SEPARATE MOBILIZATION PERIODS TO ALLOW FOR THE AIRPORT TO MAINTAIN ADEQUATE PARKING IN THESE AREAS. TEMPORARY STOP-WORK ORDERSMAY BE ISSUED, AS REQUIRED.COORDINATE THE SEQUENCING AND WORKING AREAS FOR SEAL COATING AND FINAL MARKINGS WITH THE ENGINEER AND OWNER. THE OWNER RESERVES THE RIGHT TO DICTATE ASPECTS OF THE PHASING TO ALLOW FOR THE CONTINUATION OF AIRPORT OPERATIONS DURINGTHIS WORK.WORK AREA A: WESTERN TERMINAL APRON (PHASE 1)LIMITATIONS:WORK AREA A SHALL BE COMPLETED AS THE FIRST WORK AREAWORK AREA A SHALL BE SUBSTANTIALLY COMPLETE PRIOR TO BEGINNING WORK AREA A1 UNLESS OTHERWISE AUTHORIZED BY THE ENGINEERMILESTONE TIME:PHASE 1 MILESTONE TIME TO COMPLETE WORK AREAS A, A1, AND B2 CALENDAR DAYS (PHASE 3)MILESTONELIQUIDATED DAMAGES:PHASE 1 LIQUIDATED DAMAGES FOR THE TOTAL TIME TO COMPLETE WORK AREAS A, A1, AND BADVANCE NOTICE:7 CALENDAR DAYS (WRITTEN)48 HOURSAOA CLOSURES:NONEAOA CLOSURE PERIODS:NONENOTICE / OTHER WORK REQUIREMENTS BEFORE STARTING WORK AREA A·REQUEST NOTAM FOR MEN AND EQUIPMENT WORKING ON AIRFIELD.·INSTALL ALL LOW-PROFILE BARRICADES PER THE PHASING PLAN FOR WORK AREA A.·COORDINATE DE-ENERGIZING OF TAXIWAY AND APRON LIGHTS FOR AFFECTED TAXIWAY AND APRON SEGMENTS WITH THE OWNER.REQUIRED WORK TO BE COMPLETED IN WORK AREA A·INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES.·DEMOLITION OF UNDERGROUND UTILITIES.·EXCAVATION/EARTHWORK.·INSTALLATION OF STORM DRAINAGE.·RELOCATION OF AIRPORT PERIMETER FENCE.·CONSTRUCTION OF PAVEMENT SECTION, INCLUDING TEST STRIP.·CONSTRUCTION OF HARDSTANDS.·INSTALLATION OF TIE DOWNS.·INSTALLATION OF TAXIWAY AND APRON EDGE LIGHTS.·APPLICATION OF INITIAL MARKINGS (PHASE 1).·APPLICATION OF FINAL MARKING (PHASE 3).·TOPSOILING, SEEDING, AND MULCHING.ADDITIONAL AIRPORT OPERATIONAL IMPACTS IN WORK AREA A·POWER TO GATE 1 WILL BE SEVERED. GATE 1 WILL BE OPERATED AS A MANUAL GATE.·CONTRACTOR HAULING OPERATIONS SHALL UTILIZE EXISTING HAUL ROUTE.NOTES·PAVEMENTS SHALL NOT BE OPENED UNTIL ALL SAFETY AREA REQUIREMENTS HAVE BEEN MET, ALL EXCAVATIONS HAVE BEEN FILLED, THE PAVEMENTS HAVE BEENCLEANED (VACUUMED) OF FOD, AND THE PAVEMENT MARKINGS ESTABLISHED IN ACCORDANCE WITH THE PLANS. THE OWNER AND ENGINEER SHALL BE NOTIFIEDSUFFICIENTLY IN ADVANCE OF THE OPENING TIME TO ALLOW FOR INSPECTIONS AND ANY REMEDIAL CLEANING.·CONTRACTOR SHALL REMAIN INSIDE CLOSED PORTION OF APRON AND SHALL ALLOW AIRCRAFT TO ACCESS REMAINING PORTION OF APRON.·THE PHASING AND AOA CLOSURES FOR THE COMPLETION OF THE PHASE 3 FINAL MARKING SHALL BE COORDINATED WITH THE OWNER.·THE CONTRACTOR SHALL PROVIDE AN ANTICIPATED 30-DAY NOTICE OF THE COMPLETION OF WORK AREA A, FOLLOWED BY A 14-DAY NOTICE OF COMPLETION. THEOWNER RESERVES THE RIGHT TO ISSUE A TEMPORARY STOP WORK ORDER BETWEEN WORK AREA A AND WORK AREA B TO FACILITATE THEIR RELOCATION OUT OFTHE TERMINAL. THIS TEMPORARY STOP WORK ORDER SHALL NOT EXCEED 30 CALENDAR DAYS.WORK AREA A1: APRON ACCESS ROAD (PHASE 1)LIMITATIONS:WORK AREA A SHALL BE SUBSTANTIALLY COMPLETE PRIOR TO BEGINNING WORK AREA A1 UNLESS OTHERWISE AUTHORIZED BY THE ENGINEERWORK AREA A1 SHALL BE SUBSTANTIALLY COMPLETE PRIOR TO BEGINNING WORK AREA BMILESTONE TIME:10 CALENDAR DAYS (PHASE 1)1 CALENDAR DAY (PHASE 3)MILESTONELIQUIDATED DAMAGES:$500.00 PER CALENDAR DAYADVANCE NOTICE:7 CALENDAR DAYS (WRITTEN)48 HOURSAOA CLOSURES:NONEAOA CLOSURE PERIODS:NONENOTICE / OTHER WORK REQUIREMENTS BEFORE STARTING WORK AREA A1·REQUEST NOTAM FOR MEN AND EQUIPMENT WORKING ON AIRFIELD.·INSTALL ALL LOW-PROFILE BARRICADES PER THE PHASING PLAN FOR WORK AREA A1.REQUIRED WORK TO BE COMPLETED IN WORK AREA A1·INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES.·REMOVAL OF EXISTING TERMINAL ACCESS DRIVE PAVEMENT.·CONSTRUCTION OF ROADWAY PAVEMENT SECTION.·APPLICATION OF INITIAL MARKINGS (PHASE 1).·APPLICATION OF FINAL MARKING (PHASE 3).·TOPSOILING, SEEDING, AND MULCHING.ADDITIONAL AIRPORT OPERATIONAL IMPACTS IN WORK AREA A1·EXISTING TERMINAL ACCESS DRIVE TO BE CLOSED AND DEMOLISHED. VEHICLE TRAFFIC SHALL USE EXISTING PARKING LOT.NOTES·PAVEMENTS SHALL NOT BE REOPENED UNTIL ALL SAFETY AREA REQUIREMENTS HAVE BEEN MET, ALL EXCAVATIONS HAVE BEEN FILLED, THE PAVEMENTS HAVE BEENCLEANED (VACUUMED) OF FOD, AND THE PAVEMENT MARKINGS ESTABLISHED IN ACCORDANCE WITH THE PLANS. THE OWNER AND ENGINEER SHALL BE NOTIFIEDSUFFICIENTLY IN ADVANCE OF THE OPENING TIME TO ALLOW FOR INSPECTIONS AND ANY REMEDIAL CLEANING.·THE PHASING AND AOA CLOSURES FOR THE COMPLETION OF THE PHASE 3 FINAL MARKING SHALL BE COORDINATED WITH THE OWNER.WORK AREA B: EASTERN TERMINAL APRON (PHASE 1)LIMITATIONS:WORK AREA A AND A1 SHALL BE SUBSTANTIALLY COMPLETE PRIOR TO BEGINNING WORK AREA BMILESTONE TIME:PHASE 1 MILESTONE TIME TO COMPLETE WORK AREAS A, A1, AND B2 CALENDAR DAYS (PHASE 3)MILESTONELIQUIDATED DAMAGES:PHASE 1 LIQUIDATED DAMAGES FOR THE TOTAL TIME TO COMPLETE WORK AREAS A, A1, AND BADVANCE NOTICE:7 CALENDAR DAYS (WRITTEN)48 HOURSAOA CLOSURES:EXISTING TERMINAL BUILDINGAOA CLOSURE PERIODS:NONENOTICE / OTHER WORK REQUIREMENTS BEFORE STARTING WORK AREA B·REQUEST NOTAM FOR MEN AND EQUIPMENT WORKING ON AIRFIELD.·INSTALL ALL LOW-PROFILE BARRICADES PER THE PHASING PLAN FOR WORK AREA B.·COORDINATE DE-ENERGIZING OF TAXIWAY AND APRON LIGHTS FOR AFFECTED TAXIWAY AND APRON SEGMENTS WITH THE OWNER.REQUIRED WORK TO BE COMPLETED IN WORK AREA B·INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES.·DEMOLITION/RELOCATION OF UNDERGROUND UTILITIES.·DEMOLITION OF EXISTING TERMINAL BUILDING.·DEMOLITION OF EXISTING TERMINAL ACCESS DRIVE PAVEMENT.·EXCAVATION/EARTHWORK.·INSTALLATION OF STORM DRAINAGE.·RELOCATION OF AIRPORT PERIMETER FENCE.·CONSTRUCTION OF PAVEMENT SECTION.·CONSTRUCTION OF HARDSTANDS.·INSTALLATION OF TIE DOWNS.·APPLICATION OF INITIAL MARKINGS (PHASE 1).·APPLICATION OF FINAL MARKING (PHASE 3).·TOPSOILING, SEEDING, AND MULCHING.ADDITIONAL AIRPORT OPERATIONAL IMPACTS IN WORK AREA B·APRON ACCESS VIA GATE 1 AND GATE 2 WILL BE SEVERED. APRON ACCESS FROM TEMPORARY TERMINAL FACILITIES WILL BE THROUGH NEW ROADWAY PAVEMENTINSTALLED UNDER WORK AREA A1.NOTES·PAVEMENTS SHALL NOT BE REOPENED UNTIL ALL SAFETY AREA REQUIREMENTS HAVE BEEN MET, ALL EXCAVATIONS HAVE BEEN FILLED, THE PAVEMENTS HAVE BEENCLEANED (VACUUMED) OF FOD, AND THE PAVEMENT MARKINGS ESTABLISHED IN ACCORDANCE WITH THE PLANS. THE OWNER AND ENGINEER SHALL BE NOTIFIEDSUFFICIENTLY IN ADVANCE OF THE OPENING TIME TO ALLOW FOR INSPECTIONS AND ANY REMEDIAL CLEANING.·THE PHASING AND AOA CLOSURES FOR THE COMPLETION OF THE PHASE 3 FINAL MARKING SHALL BE COORDINATED WITH THE OWNER.WORK AREA C: EASTERN GRASS ISLAND (PHASE 2)LIMITATIONS:WORK AREAS A, A1, AND B SHALL BE SUBSTANTIALLY COMPLETE AND OPEN TO TRAFFIC PRIOR TO BEGINNING WORK AREA CPRIOR TO BEGINNING WORK AREA C, ALL TIE DOWNS MUST BE INSTALLEDMILESTONE TIME:PHASE 2 MILESTONE TIME TO COMPLETE WORK AREAS C AND DMILESTONELIQUIDATED DAMAGES:PHASE 2 LIQUIDATED DAMAGES FOR THE TOTAL TIME TO COMPLETE WORK AREAS C AND DADVANCE NOTICE:7 CALENDAR DAYS (WRITTEN)48 HOURSAOA CLOSURES:EASTERN TERMINAL APRONEASTERN TAXIWAY CONNECTOR TO APRONAOA CLOSURE PERIODS:CONTINUOUS UNTIL COMPLETENOTICE / OTHER WORK REQUIREMENTS BEFORE STARTING WORK AREA C·REQUEST NOTAM FOR MEN AND EQUIPMENT WORKING ON AIRFIELD.·REQUEST NOTAM STATING EASTERN TERMINAL APRON CLOSED.·REQUEST NOTAM STATING EASTERN TAXIWAY CONNECTOR TO APRON CLOSED.·INSTALL ALL CLOSED MARKERS AND LOW-PROFILE BARRICADES PER THE PHASING PLAN FOR WORK AREA C.·COORDINATE DE-ENERGIZING OF TAXIWAY AND APRON LIGHTS FOR AFFECTED TAXIWAY AND APRON SEGMENTS WITH THE OWNER.REQUIRED WORK TO BE COMPLETED IN WORK AREA C·INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES.·REMOVAL OF APRON PAVEMENT.·INSTALLATION OF STORM DRAINAGE.·TOPSOILING, SEEDING, AND MULCHING.ADDITIONAL AIRPORT OPERATIONAL IMPACTS IN WORK AREA C·CONTRACTOR HAULING OPERATIONS UTILIZE GATE 18.NOTES·PAVEMENTS SHALL NOT BE REOPENED UNTIL ALL SAFETY AREA REQUIREMENTS HAVE BEEN MET, ALL EXCAVATIONS HAVE BEEN FILLED, THE PAVEMENTS HAVE BEENCLEANED (VACUUMED) OF FOD, AND THE PAVEMENT MARKINGS ESTABLISHED IN ACCORDANCE WITH THE PLANS. THE OWNER AND ENGINEER SHALL BE NOTIFIEDSUFFICIENTLY IN ADVANCE OF THE OPENING TIME TO ALLOW FOR INSPECTIONS AND ANY REMEDIAL CLEANING.·CONTRACTOR SHALL REMAIN INSIDE CLOSED PORTION OF APRON AND SHALL ALLOW AIRCRAFT TO ACCESS REMAINING PORTION OF APRON.WORK AREA D: WESTERN GRASS ISLAND (PHASE 2)LIMITATIONS:WORK AREAS A, A1, B, AND C SHALL BE SUBSTANTIALLY COMPLETE AND OPEN TO TRAFFIC PRIOR TO BEGINNING WORK AREA DMILESTONE TIME:PHASE 2 MILESTONE TIME TO COMPLETE WORK AREAS C AND DMILESTONELIQUIDATED DAMAGES:PHASE 2 LIQUIDATED DAMAGES FOR THE TOTAL TIME TO COMPLETE WORK AREAS C AND DADVANCE NOTICE:7 CALENDAR DAYS (WRITTEN)48 HOURSAOA CLOSURES:WESTERN TERMINAL APRONWESTERN TAXIWAY CONNECTOR TO APRONAOA CLOSURE PERIODS:CONTINUOUS UNTIL COMPLETENOTICE / OTHER WORK REQUIREMENTS BEFORE STARTING WORK AREA D·REQUEST NOTAM FOR MEN AND EQUIPMENT WORKING ON AIRFIELD.·REQUEST NOTAM STATING WESTERN TERMINAL APRON CLOSED.·REQUEST NOTAM STATING WESTERN TAXIWAY CONNECTOR TO APRON CLOSED.·INSTALL ALL CLOSED MARKERS AND LOW-PROFILE BARRICADES PER THE PHASING PLAN FOR WORK AREA D.·COORDINATE DE-ENERGIZING OF TAXIWAY AND APRON LIGHTS FOR AFFECTED TAXIWAY AND APRON SEGMENTS WITH THE OWNER.REQUIRED WORK TO BE COMPLETED IN WORK AREA D·INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES.·REMOVAL OF APRON PAVEMENT.·REMOVAL OF TIE DOWNS.·INSTALLATION OF STORM DRAINAGE.·ASPHALT PAVEMENT OVERLAY·TOPSOILING, SEEDING, AND MULCHING.ADDITIONAL AIRPORT OPERATIONAL IMPACTS IN WORK AREA D·AIRCRAFT PARKING EXCLUSIVELY ON NEW TIE DOWN LOCATION INSTALLED UNDER PREVIOUS PHASES OF THIS PROJECT.NOTES·PAVEMENTS SHALL NOT BE REOPENED UNTIL ALL SAFETY AREA REQUIREMENTS HAVE BEEN MET, ALL EXCAVATIONS HAVE BEEN FILLED, THE PAVEMENTS HAVE BEENCLEANED (VACUUMED) OF FOD, AND THE PAVEMENT MARKINGS ESTABLISHED IN ACCORDANCE WITH THE PLANS. THE OWNER AND ENGINEER SHALL BE NOTIFIEDSUFFICIENTLY IN ADVANCE OF THE OPENING TIME TO ALLOW FOR INSPECTIONS AND ANY REMEDIAL CLEANING.·CONTRACTOR SHALL REMAIN INSIDE CLOSED PORTION OF APRON AND SHALL ALLOW AIRCRAFT TO ACCESS REMAINING PORTION OF APRON.WORK AREA D REMOVED FROM THE PROJECT. PHASE 2 MILESTONETIME IS UNCHANGED AND SHALL BE FULLY AVAILABLE FOR THECOMPLETION OF WORK AREA C. REFERENCES TO WORK AREA D ONTHIS SHEET SHALL BE INTERPRETED AS BEING NOT IN CONTRACT.NOT IN CONTRACTNO.REVISIONSBYAPP.DATE3COST NEGOTIATION CHANGESMJHADS08/29/234CONFORMED DOCUMENTSMJHADS10/20/23CONSULTANTS, INC.XREFS: IMAGES:DRAWING: 21013 phn.dwg LAYOUT: L1DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371PHASING NOTESWINCHESTER REGIONAL AIRPORT3-51-0059-042-2021 (DESIGN)21013MJHADS/RSYMAY 2023748 NONERECONSTRUCT TERMINAL APRON - PHASE 2PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 phn.dwg, L1, 2/29/2024 1:14:07 PM, MHerzing
RUNWAY THRESHOLD, END OF PAVEMENTMAX OBJECT HEIGHTAPPROACH SLOPEMAX OBJECT HEIGHT7:1C0%LSLOPE VARIES0%0%7:1* H1A* X7:1 (h:v)BRUNWAY7:1 (h:v)200'B7:1 (h:v)7:1 (h:v)* H:1 (h:v) APPROACH SLOPE1AL*L*200'L*L*NOTE:FOR HORIZONTAL APPROACH SLOPE (H),DISTANCE (L), AND FLARE RATIO (X), SEETABLE BELOW.NOTE:1.ANY EQUIPMENT OR OBJECTS PENETRATING THE PART 77 IMAGINARY SURFACES SHALL BECOORDINATED, IN ADVANCE, WITH THE ENGINEER. OBSTRUCTIONS PENETRATING THE PART77 SURFACES SHALL BE MARKED AND/OR LIGHTED IN ACCORDANCE WITH FAA GUIDELINES.PRIMARYSURFACETRANSITIONALSURFACEFAR PART 77 IMAGINARY SURFACESNTSSECTION A-ASECTION B-BRUNWAYAPPROACHSLOPE (H)LX14345000.1532505000.15CLOSED TAXIWAY AT TAXIWAY DETAILNTSTOFATOFALOW PROFILEBARRICADESWITH FLASHERSTAXIWAY ABJECT FREE AREABOUNDARY LINENOTES:1.LOW PROFILE BARRICADES SHALL BE COMMERCIALLY MANUFACTURED FOR SPECIFIC USE ON AIRPORTS.2.BARRICADES SHALL BE LOCATED OUTSIDE OF ALL OBJECT FREE AREAS.3.BARRICADES TO BE USED IN CONJUNCTION WITH COVERING, REMOVAL OF LIGHTS, SIGN PANELS ANDOTHER AIRFIELD FEATURES RELATED TO THE TEMPORARY CLOSURE OF TAXIWAYS.4.FOR EXTENDED CLOSURE PERIODS, PAINT OVER TAXIWAY CENTERLINES TO CLOSED TAXIWAY WITH FLATBLACK PAINT. REMOVE BLACK PAINT AND REMARK IN ACCORDANCE WITH FAA SPECIFICATION P-620.5.CONTRACTOR SHALL MAKE FREQUENT INSPECTIONS OF BARRICADES. AT A MINIMUM, THE CONTRACTORSHALL INSPECT AT THE BEGINNING AND ENDING OF EACH WORK SHIFT. CONTRACTOR SHALLIMMEDIATELY REPAIR/REPLACE BARRICADES THAT HAVE BEEN MOVED OR DAMAGED.NOTES:1.BARRICADES SHALL BE SPACED A MAXIMUM OF 4' APART, EXCEPT ATVEHICLE ACCESS/ARFF ACCESS POINTS WHERE A 15' GAP IS ALLOWED.2.BARRICADES SHALL BE COMMERCIALLY MADE IN LENGTHS OF 6' OR 8'.3.BARRICADES SHALL BE FILLED WITH WATER TO ADEQUATELY WITHSTANDHIGH WINDS AND/OR JET BLAST.4.THE CONTRACTOR SHALL MAKE FREQUENT INSPECTION OF THE BARRICADESAND MAKE PROMPT REPAIRS AS NECESSARY.5.LIGHTS SHALL BE INSPECTED AND OPERATING EVERY NIGHT PRIOR TOLEAVING THE SITE.6.RELOCATIONS AND MULTIPLE SETUPS AND REMOVALS OF THE AVIATIONBARRICADES SHALL BE INCIDENTAL TO THE UNIT COST WHEREIN NOSEPARATE PAYMENT WILL BE MADE.FLASHING OR STEADY BURNING RED BARRICADE LIGHT (TYPEA) SECURELY FASTENED. BI-DIRECTIONAL LIGHTS SHALL BEORIENTED TO MAXIMIZE VISIBILITY TO APPROACHINGTRAFFIC. IN AREAS WHERE TRAFFIC APPROACHES FROMMULTIPLE DIRECTIONS, TWO BI-DIRECTIONAL LIGHTS SHALLBE INSTALLED OR ONE OMNI-DIRECTIONAL LIGHT.REFLECTIVE MATERIAL, ORANGEFLUORESCENT AND WHITEFLUORESCENT STRIPES.WATER FILLED AVIATION BARRICADE DETAILNTS(LOW PROFILE)BARRICADES SHALL BE COMMERCIALLYMANUFACTURED FOR THE SPECIFICUSE ON AIRPORTS.PROGRAM PHASING SCHEDULEJANUARY2023NOTES:1.THE OWNER WILL FACILITATE TEMPORARY TERMINAL FACILITIES FOR THE PERIOD BETWEEN DEMOLITION OFEXISTING TERMINAL BUILDING AND COMPLETION/OCCUPANCY OF NEW TERMINAL BUILDING.2.THE CONTRACTOR SHALL PROVIDE AN ANTICIPATED 30-DAY NOTICE OF THE COMPLETION OF WORK AREA A,FOLLOWED BY A 14-DAY NOTICE OF COMPLETION. THE OWNER RESERVES THE RIGHT TO ISSUE A TEMPORARY STOPWORK ORDER BETWEEN WORK AREA A AND WORK AREA B TO FACILITATE THEIR RELOCATION OUT OF THETERMINAL. THIS TEMPORARY STOP WORK ORDER SHALL NOT EXCEED 30 CALENDAR DAYS.3.THE OWNER INTENDS TO ISSUE THE NOTICE TO PROCEED EFFECTIVE MARCH 4, 2024. THIS IS TO ENSURE THECOMPLETION OF WORK AREAS A, A1 AND B ON OR AROUND JULY 14, 2024. CONTRACTOR SHALL SUBMIT SHOPDRAWINGS SUFFICIENTLY IN ADVANCE OF THIS DATE TO BE PREPARED TO BEGIN THE WORK BY THIS DATE. THEPROJECT NON-PRODUCTIVE DAYS HAVE BEEN ESTABLISHED AT 30% DURING THIS PERIOD. THE OWNER RESERVESTHE RIGHT TO ISSUE THE NTP AT ANY TIME ON OR AFTER MARCH 4, 2024.JULY2023OPEN BIDS TERMINAL APRON PHASE 2 (THIS PROJECT)TERMINAL APRON PHASE 2 WORK (THIS PROJECT) WORK AREAS A, A1 AND BJUNE 2023EXISTING TERMINAL BUILDING DEMOLITIONCOMPLETED IN WORK AREA BJANUARY2024JULY2024NEW TERMINAL BUILDING CONSTRUCTION (BY OTHERS)APRIL 1, 2023 - JULY 14, 2024MARCH 4, 2024 - JULY 202410' MAX C-C(AIRCRAFT SIDE)(WORK AREA)4' TYPNOTES:1.PROVIDE RED STEADY BURNING OR FLASHING LIGHTS AT EACH FENCE POSTADJACENT TO ALL AIRCRAFT OPERATIONAL AREAS. (NO PAY ITEM)2.THE CONTRACTOR SHALL MAKE FREQUENT INSPECTIONS OF THE FENCE AND MAKEPROMPT REPAIRS AS NECESSARY.3.FENCE SHALL BE INSTALLED AND RELOCATED AS REQUIRED TO MAINTAIN A SECUREPERIMETER AT ALL TIMES. THIS MAY INCLUDE PROVISIONS FOR A TEMPORARY GATEAT GATE LOCATIONS 1 & 2 IF THE PERMANENT FENCE CANNOT BE INSTALLED PRIORTO STARTING WORK AREA B.TEMPORARY SECURITY FENCE DETAILNTS2' - 4' TYPTEMPORARY FENCE BASE (TYP)2" MESH FABRICTOP WIREFLASHING LIGHTSEE NOTE 1PROVIDE FABRIC ON SIDEFACING AIRCRAFT AREAEXISTING GRADE130 CDNOTE 2NO.REVISIONSBYAPP.DATE4CONFORMED DOCUMENTSMJHADS10/20/23CONSULTANTS, INC.XREFS: IMAGES:DRAWING: 21013 phn.dwg LAYOUT: L2DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371PHASING DETAILSWINCHESTER REGIONAL AIRPORT3-51-0059-042-2021 (DESIGN)21013MJHADS/RSYMAY 2023848 NONERECONSTRUCT TERMINAL APRON - PHASE 2PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 phn.dwg, L2, 2/29/2024 1:14:08 PM, MHerzing
SCALE: 1"=30'300FEET3060NLEGENDEXISTING STRUCTURE NUMBEREXISTING AIRFIELD GUIDANCE SIGNEXISTING TAXIWAY LIGHTEXISTING POLE (LIGHTED)FENCE GATE NUMBERBORING LOCATION (APPROX)EXISTING AIRPORT PROPERTY LINEEXISTING EASEMENT LINEEXISTING STORM DRAINEXISTING ELECTRICAL DUCTEXISTING ELECTRICAL CONDUITEXISTING FIBER OPTIC LINEEXISTING UNDERGROUND ELECTRICAL LINEEXISTING UNDERGROUND TELEPHONE LINEEXISTING SANITARY SEWER LINEEXISTING GAS LINEEXISTING WATER LINEEXISTING FENCEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAEXISTING CONCRETEEXX#B-#FOUGEUGTSANGASWXROFARSATOFATSASHEET INDEXNOTES1.ALL STATIONS AND OFFSETS GIVEN WITH RESPECTTO BASELINE "A" (TAXIWAY A CENTERLINE) UNLESSOTHERWISE NOTED.2.FIELD SURVEY INFORMATION PROVIDED BY TRIADENGINEERING AND GREENWAY ENGINEERING.3.BORING LOCATIONS ARE APPROXIMATE.4.THE LOCATIONS OF EXISTING UNDERGROUNDUTILITIES ARE SHOWN IN AN APPROXIMATE WAYONLY AND HAVE NOT BEEN INDEPENDENTLYVERIFIED. REFERENCE IS DIRECTED TO THEPROJECT NOTES.910720730730725730719.06719.28719.27719.48719.43719.64719.66719.80719.78719.90719.95720.04720.16720.20720.38720.32720.55720.42720.72720.53720.87720.71721.05720.80720.93721.00721.32721.09721.28721.25721.31721.37721.33721.447227237247257267287197187197197187187197207217197187227207177177187187197217167167177187197177187197207217197207197187187217267277177
1
8718718719 7197197
1
9
7207207
2
5728
72772472572572472372372372072172272372071971871772026+0027+0029+0030+0024+0025+0028+0031+0032+0025+0028+0031+0029+5026+50B-5B-1B-6B-2TAXIWAY ABASELINE "A"23+50DenseDenseDenseGuyGuyGuyDenseDenseDenseE106E107E10811191924" RCPINV.=715.3915" RCPINV.=718.7315" RCPINV.=718.49ELEC. VAULTELEC. VAULTPAINT STRIPEPAINT STRIPEE.P.E.P.STORM STR #10 TOP ELEVATION= 718.6015" RCP INV OUT TO STR #8= 709.9415" RCP INV IN FROM STR #11= 709.73DIG #11 TOP ELEVATION=717.1115" RCP INV OUT TO STR #10= 711.1115" RCP INV IN FROM DIG #12= 711.36DIG #12 TOP ELEVATION= 717.66'15" RCP INV OUT TO DIG #11= 712.33105.18'-15" RCP @0.9%102.8'-15"RCP @1.3%SIGN15" RCP15" RCPW2" WATERGENERAL AVIATIONTERMINAL BUILDINGFF= 720.25'15" SLCPP12" SLCPP15" SLCPPJJHE503E502E502AE50118" RCP18" RCP18" RCPHFME40E201BUFFLICK ROAD300' RT450' RT150' RT600' RT300' RT450' RT150' RT600' RTMATCHLINE SHEET 10NO.REVISIONSBYAPP.DATE4CONFORMED DOCUMENTSMJHADS10/20/23CONSULTANTS, INC.XREFS: 21013 plan-ex.dwg; 21013 sheet-key.dwg; 21013 topo-ex.dwg IMAGES:DRAWING: 21013 exc.dwg LAYOUT: L1DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371EXISTING CONDITIONS PLANWINCHESTER REGIONAL AIRPORT3-51-0059-042-2021 (DESIGN)21013MJHADS/RSYMAY 2023948 1" = 30'RECONSTRUCT TERMINAL APRON - PHASE 2PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 exc.dwg, L1, 2/29/2024 1:14:36 PM, MHerzing
SCALE: 1"=30'300FEET3060NLEGENDEXISTING STRUCTURE NUMBEREXISTING AIRFIELD GUIDANCE SIGNEXISTING TAXIWAY LIGHTEXISTING POLE (LIGHTED)FENCE GATE NUMBERBORING LOCATION (APPROX)EXISTING AIRPORT PROPERTY LINEEXISTING EASEMENT LINEEXISTING STORM DRAINEXISTING ELECTRICAL DUCTEXISTING ELECTRICAL CONDUITEXISTING FIBER OPTIC LINEEXISTING UNDERGROUND ELECTRICAL LINEEXISTING UNDERGROUND TELEPHONE LINEEXISTING SANITARY SEWER LINEEXISTING GAS LINEEXISTING WATER LINEEXISTING FENCEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAEXISTING CONCRETEEXX#B-#FOUGEUGTSANGASWXROFARSATOFATSASHEET INDEXNOTES1.ALL STATIONS AND OFFSETS GIVEN WITH RESPECTTO BASELINE "A" (TAXIWAY A CENTERLINE) UNLESSOTHERWISE NOTED.2.FIELD SURVEY INFORMATION PROVIDED BY TRIADENGINEERING AND GREENWAY ENGINEERING.3.BORING LOCATIONS ARE APPROXIMATE.4.THE LOCATIONS OF EXISTING UNDERGROUNDUTILITIES ARE SHOWN IN AN APPROXIMATE WAYONLY AND HAVE NOT BEEN INDEPENDENTLYVERIFIED. REFERENCE IS DIRECTED TO THEPROJECT NOTES.910710710715720720709.51709.66709.27709.85709.73709.99710.02710.24710.21710.48710.37710.727197187177167157147177167157147137137127207197187167147187197207167107137147157167147157167157167177177177177167
1
6
7167167
1
6
7167
1
7
7
1
7
7177177187187187157157
1
5715715715710714713714713713
71471371371371271271171071433+0036+0039+0040+0041+0034+0035+0037+0038+0040+0034+0037+0038+5035+5032+50B-3B-8B-4TAXIWAY ABASELINE "A"TankTankCBCBPipeTankTankPipePipeFHPipePipeHWPipe708.2708.5HHEE118E119E120E201E203E2023322ELEC. VAULTELEC. VAULTTELE. PED.36" RCPINV.=704.54PAINT STRIPEE.P.E.P.E.P.STORM STR. #7TOP ELEVATION=715.7715" RCP INV OUT TO STR #6= 706.54STORM STR #9 TOP ELEVATION= 718.8415" RCP INV OUT TO STR #8= 709.12SANITARYPUMPELECTRIC VAULTELECTRIC VAULTSTUBSTUB2-6" PVCJGENERAL AVIATIONTERMINAL BUILDINGFF= 720.25'JJJHHS18" SLCPPE7E101.1E10115" SLCPPE501E603AE602E601E506E508E507E505E50418" RCP6" PVC18" RCP24" RCP30" RCP30" RCP36" RCPPPJJJ24" RCP24" RCPTOP=714.630" RCP OUT=709.84-WAY 4"1-WAY 2"FUEL FARMPOWERGATEPOWER300' RT450' RT150' RT600' RT300' RT450' RT150' RT600' RTMATCHLINE SHEET 9NO.REVISIONSBYAPP.DATE4CONFORMED DOCUMENTSMJHADS10/20/23CONSULTANTS, INC.XREFS: 21013 plan-ex.dwg; 21013 sheet-key.dwg; 21013 topo-ex.dwg IMAGES:DRAWING: 21013 exc.dwg LAYOUT: L2DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371EXISTING CONDITIONS PLANWINCHESTER REGIONAL AIRPORT3-51-0059-042-2021 (DESIGN)21013MJHADS/RSYMAY 20231048 1" = 30'RECONSTRUCT TERMINAL APRON - PHASE 2PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 exc.dwg, L2, 2/29/2024 1:14:40 PM, MHerzing
CONSTRUCTION NOTES:GENERAL:1.THE CONTRACTOR SHALL LOCATE AND PROTECT EXISTING UTILITIES AND FACILITIES (I.E., AIRPORT LIGHTING, NAVAIDS, ETC.) FROMDAMAGE BY EQUIPMENT OR PERSONNEL. THE CONTRACTOR SHALL CONTACT ALL UTILITY AND FACILITY AGENCIES FOR FIELD MARKINGPRIOR TO BEGINNING CONSTRUCTION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAYONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THEEXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALLDAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALLUNDERGROUND UTILITIES. ALL UTILITIES AND FACILITIES ARE NOT NECESSARILY SHOWN. THE CONTRACTOR SHALL ADVISE THE ENGINEER,IN WRITING, OF ANY EXISTING DAMAGED UTILITIES PRIOR TO BEGINNING CONSTRUCTION.ANY UTILITIES OR FACILITIES DAMAGED DURING THE PROJECT BY THE CONTRACTOR'S MEN OR EQUIPMENT SHALL BE PROMPTLY REPAIREDAT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL HAND DIG WHEN WITHIN FIVE (5) FEET OF ANY KNOWN OR SUSPECTEDUNDERGROUND UTILITY.2.ALL STATIONS AND OFFSETS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE CONTRACTOR.3.THE CONTRACTOR SHALL FIELD STAKE ALL FIXTURES OR PERMANENT ITEMS PRIOR TO INSTALLATION. ANY DISCREPANCIES IN THEALIGNMENT LOCATION SHALL BE RESOLVED WITH THE ENGINEER PRIOR TO INSTALLATION.4.THE CONTRACTOR SHALL PROTECT EXISTING AIRFIELD LIGHTING FIXTURES TO REMAIN FROM DAMAGE DURING CONSTRUCTION. ANINVENTORY OF EXISTING FIXTURES SHALL BE COMPLETED PRIOR TO THE START OF WORK WITH THE ENGINEER AND/OR OWNER. THECONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF REPLACEMENT OF ANY FIXTURES DAMAGED BY THEIR OPERATIONS.5.ALL DISTURBED AREAS, INCLUDING THE CONTRACTORS STAGING AREA, HAUL ROUTES, GRADING LIMITS, ETC. SHALL BE RESTORED TO ASMOOTH LINE AND GRADE WITH POSITIVE DRAINAGE. THE CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS. THERE WILL BENO MEASUREMENT FOR PAYMENT OF SEEDING AND MULCHING REQUIRED OUTSIDE THE GRADING LIMITS, APPROVED STOCKPILE LIMITS, ORAPPROVED HAUL LIMITS.6.THE WASTE AREA FOR ALL CLEAN SELECT MATERIAL IS SHOWN ON THE PLANS. ALL BROKEN CONCRETE, ASPHALT, ETC. SHALL BEDISPOSED OF OFFSITE BY THE CONTRACTOR IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL GUIDELINES.7.THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE FOR THE COMPLETE DURATION OF THE PROJECT. THE DRAINAGE SHALL BE OFEQUAL OR GREATER CAPACITY OF THE EXISTING DRAINAGE CONVEYANCES. THIS MAY REQUIRE TEMPORARY DITCHES, STRUCTURES ORPIPES, WHICH WILL BE INCIDENTAL TO THE PROJECT.8.THE CONTRACTOR IS ADVISED THAT AIRCRAFT OPERATIONS ARE CONDUCTED ADJACENT TO THE PROJECT. SPECIAL ATTENTION TO DUSTCONTROL WILL BE REQUIRED DURING THE DURATION OF THE PROJECT. THE USE OF WATER OR A DUST REDUCING AGENT SHALL BEANTICIPATED. THE ENGINEER RESERVES THE RIGHT TO HALT WORK OR HAULING IN NON-CONFORMING AREAS, IF DUST CONTROL ACTIONSARE NOT PROMPTLY TAKEN BY THE CONTRACTOR.9.NO DEBRIS OF ANY NATURE IS ALLOWED IN ACTIVE AIRCRAFT OPERATIONS AREAS. ALL LOOSE MATERIALS (DIRT, STONE, PAVEMENT,FORMING, ETC.) MUST BE KEPT WITHIN THE LIMITS OF CONSTRUCTION. WHEN THE CONSTRUCTION BARRIERS ARE MOVED DURINGCONSTRUCTION, THE CLEANUP OF THE AREAS OUTSIDE THE BARRIERS SHALL OCCUR IMMEDIATELY. IN ADDITION, NO LOOSE MATERIALSTHAT COULD BLOW INTO AIRCRAFT OPERATIONS AREAS ARE ALLOWED IN THE CONSTRUCTION AREA.10.CONTRACTORS ARE ENCOURAGED TO EXAMINE THE SITE TO VERIFY FIELD CONDITIONS BEFORE SUBMITTING BIDS. NO ADDITIONALCOMPENSATION WILL BE MADE FOR ADVERSE FIELD CONDITIONS SUCH AS EXCAVATION AND/OR TRENCHING THROUGH ROCK.11.THE CONTRACTOR SHALL FURNISH APPROPRIATE ARTIFICIAL LIGHTING NECESSARY FOR NIGHTTIME OPERATIONS. THE LIGHTING SHALL BEADEQUATE TO SAFELY COMPLETE THE WORK BEING PERFORMED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. IN ADDITION TOEQUIPMENT MOUNTED LIGHTS, THE LIGHTING SHALL BE IN THE FORM OF PORTABLE FLOODLIGHT UNITS, EACH WITH A MINIMUM CAPACITYOF 3,000-WATT ELECTRICAL BEAMS. LIGHTING SHALL BE DIRECTED OR SHADED TO PREVENT INTERFERENCE WITH AIRCRAFT, AND OTHERAIRPORT OPERATIONS. THE CONTRACTOR SHALL REORIENT LIGHTS AS ORDERED BY THE ENGINEER, AND/OR OWNER.12.THE CONTRACTOR SHALL HAVE A FULLY OPERATIONAL VACUUM TRUCK AVAILABLE FOR CLEANING AREAS OF POTENTIAL FOD/DEBRIS.VACUUM TRUCKS SHALL BE IN GOOD WORKING ORDER AND ANY SWEEPING ELEMENTS SHALL BE MADE OF NON-WIRE BRISTLES (WIREDBRISTLES TEND TO BREAK AND BECOME FOD). SWEEPER VEHICLES SHALL BE AT ANY ACTIVE RUNWAY OR TAXIWAY CROSSING DURINGWORK HOURS (NO SEPARATE PAY ITEM).13.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A “GOOD STAND OF GRASS WITH REGARD TO COLOR AND DENSITY”. NO ADDITIONALCOMPENSATION WILL BE MADE FOR OVERSEEDING AREAS THAT YIELD A SPARSE COVER FROM THE INITIAL SEEDING.14.THE CONTRACTOR IS RESPONSIBLE FOR MOWING OF GRASS WITHIN THE PROJECT AREAS UNTIL SUBSTANTIAL COMPLETION AND ALLOBSTACLES TO MOWING ARE REMOVED. GRASS MUST BE MAINTAINED BETWEEN 7 TO 14 INCHES IN HEIGHT (NO SEPARATE PAY ITEM). THECONTRACTOR SHALL MOW GRASS AT LEAST ONCE DURING THE PROJECT.15.THE OWNER WILL PROVIDE THE PERSONNEL TO COMPLETE THE REQUIRED ACCEPTANCE TESTING. HOWEVER, THE CONTRACTOR WILL BERESPONSIBLE FOR THEIR OWN QUALITY CONTROL TESTING. ACCEPTANCE TESTING WILL NOT BE PERFORMED AS A QUALITY CHECK FORTHE CONTRACTOR. ANY FAILED ACCEPTANCE TEST SHALL BE BILLED TO THE CONTRACTOR. REFERENCE IS DIRECTED TO ITEM C-100“CONTRACTOR QUALITY CONTROL REQUIREMENTS” AND SPECIAL PROVISION “TESTING GENERAL” OF THE SPECIFICATIONS.DEMOLITION:16.ALL ITEMS SHOWN AND LABELED TO BE REMOVED ON THIS PLAN SHALL BE REMOVED UNDER ITEM P-101 “PREPARATION/REMOVAL OFEXISTING PAVEMENTS” UNLESS OTHERWISE NOTED.17.FULL DEPTH PAVEMENT REMOVAL WILL BE PAID FOR AT THE CONTRACT UNIT PRICE PER LUMP SUM IN ACCORDANCE WITH ITEM P-101"PREPARATION OF EXISTING PAVEMENTS".18.PAYMENT FOR THE DEMOLITION OF ELECTRICAL ITEMS WILL BE MADE AT THE CONTRACT UNIT PRICE PER LUMP SUM IN ACCORDANCE WITHITEM P-101 “PREPARATION OF EXISTING PAVEMENTS”. THE REMOVAL OF ALL REMAINING ELECTRICAL ITEMS SHOWN TO AND LABELED TO BEREMOVED WILL BE CONSIDERED INCIDENTAL TO THE PROJECT.19.OTHER MINOR ITEMS (I.E. STRUCTURES, CONCRETE PADS, ETC.) THAT MAY BE ENCOUNTERED SHALL BE REMOVED AND CONSIDEREDINCIDENTAL TO THE PROJECT.20.THE CONTRACTOR SHALL PROVIDE TEMPORARY DRAINAGE AS REQUIRED DURING DEMOLITION AND CONSTRUCTION OPERATIONS FOR THEDURATION OF THE PROJECT. TEMPORARY DRAINAGE PROVISIONS SHALL HAVE SAME OR HIGHER CAPACITY THAN THAT OF EXISTINGDRAINAGE SYSTEM.21.ANY INTERRUPTION TO SERVICE TO ACTIVE LIGHTING CIRCUITS SHALL BE IMMEDIATELY REPAIRED BY THE CONTRACTOR. ANY DAMAGE TOEXISTING AIRPORT CIRCUITS CAUSED BY THE CONTRACTOR'S EQUIPMENT OR PERSONNEL SHALL BE PROMPTLY REPAIRED AT THECONTRACTOR'S EXPENSE. ALL ACTIVE LIGHTING SYSTEMS FOR OPEN AIRCRAFT OPERATIONAL AREAS SHALL BE OPERABLE FROM DUSK TODAWN. THE USE OF TEMPORARY CABLES SHALL BE ANTICIPATED IN ORDER TO ACCOMMODATE CONSTRUCTION PHASING (NO SEPARATEPAY ITEM).22.RESIDUAL MATERIALS FROM THE DEMOLITION WILL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROMAIRPORT PROPERTY UNLESS OTHERWISE NOTED. ALL DISPOSALS SHALL BE COMPLETED BY THE CONTRACTOR IN ACCORDANCE WITH ALLLOCAL, STATE, AND FEDERAL REGULATIONS.23.THE CONTRACTOR SHALL PROTECT, INVENTORY, AND RETAIN ALL ELECTRICAL DEMOLITION ITEMS WHICH THE OWNER CHOOSES TOMAINTAIN POSSESSION OF. THE CONTRACTOR SHALL DELIVER THE IDENTIFIED ITEMS TO A DESIGNATED STORAGE LOCATION ON THEAIRPORT AS ORDERED BY THE OWNER. ALL OTHER ITEMS WILL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVEDFROM AIRPORT PROPERTY.24.ALL PAVEMENT TO BE REMOVED SHALL BE NEATLY SAWCUT.25.THE CONTRACTOR SHALL ANTICIPATE THE PRESENCE OF STEEL DOWELS IN ALL LONGITUDINAL AND TRANSVERSE JOINTS FOR CEMENTCONCRETE PAVEMENT (CCP). ALSO, THE CONTRACTOR SHALL ANTICIPATE THE PRESENCE OF WELDED WIRE FABRIC (WWF) OR SIMILARREINFORCEMENT IN ALL ODD-SHAPED CCP SLABS OR SLABS CONTAINING EXISTING STRUCTURES. NO ADDITIONAL COMPENSATION SHALLBE DUE THE CONTRACTOR FOR THE PRESENCE OF STEEL DOWELS OR STEEL REINFORCEMENT IN THE CCP.26.THE CONTRACTOR SHALL LAYOUT THE LIMITS OF PAVEMENT REMOVAL IN THE FIELD PRIOR TO BEGINNING WORK.27.REMOVED CEMENT CONCRETE PAVEMENT (CCP) SHALL BE HAULED AND DISPOSED OF OFFSITE BY THE CONTRACTOR.28.PIPE REMOVAL AGAINST PAVEMENT EDGES SHALL BE COMPLETED IN A MANNER WHICH WILL NOT DAMAGE THE EXISTING PAVEMENT TOREMAIN. PIPE SHALL BE REMOVED TO WITHIN AT LEAST FIVE (5) FEET OF THE EDGE OF PAVEMENT. EXTRA LENGTHS OF PIPE REMAININGUNDER EXISTING PAVEMENT SHALL BE FLOW FILLED (NO SEPARATE PAY ITEM).29.BACKFILL OF REMOVED STRUCTURES OR PIPE SHALL BE COMPLETED IN ACCORDANCE WITH ITEM P-152 OF THE SPECIFICATIONS. BACKFILLOF OTHER TEMPORARY EXCAVATIONS SHALL BE COMPLETED IN ACCORDANCE WITH ITEM P-152 (NO SEPARATE PAY ITEM).30.THE LOCATION OF EXISTING DUCTS SHOWN ON PLANS IS APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR.31.THE CONTRACTOR SHALL MAINTAIN THE EXISTING TAXIWAY CENTERLINE AND EDGE LIGHTING SYSTEMS/CIRCUITS FOR OPEN SEGMENTS OFTAXIWAYS AT ALL TIMES. THE USE OF TEMPORARY CABLE SHALL BE ANTICIPATED. THE CONTRACTOR SHALL PROVIDE AND MAINTAINTEMPORARY CABLES AS REQUIRED. ALL COSTS TO PROVIDE AND MAINTAIN THE TEMPORARY CABLES WILL BE CONSIDERED INCIDENTAL TOTHE PROJECT (NO SEPARATE PAY ITEM).EXCAVATION, SUBGRADE, AND EMBANKMENT:32.ALL SUITABLE MATERIAL TAKEN FROM EXCAVATION SHALL BE USED IN THE FORMATION OF EMBANKMENT, SUBGRADE, AND FORBACKFILLING AS ORDERED BY THE ENGINEER.33.WHEN THE VOLUME OF THE EXCAVATION EXCEEDS THAT REQUIRED TO CONSTRUCT THE EMBANKMENT TO THE GRADES INDICATED, THEEXCESS SHALL BE USED TO GRADE THE AREAS OF ULTIMATE DEVELOPMENT OR WASTED OFF-SITE.34.SATURATED MATERIAL MAY NOT BE UNSUITABLE FOR USE IN AN EMBANKMENT IF, WHEN AERATED OR DRIED IT WOULD BE ACCEPTABLEFOR SUBGRADES OR EMBANKMENTS.35.ALL UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF-SITE.36.ALL TEST BORING DATA SHOWN ON THE PLANS OR IN REPORTS IS FOR INFORMATION ONLY AND IS NOT A GUARANTEE OF EXISTINGCONDITIONS. EACH BIDDER SHALL INVESTIGATE THE SITE SUFFICIENTLY TO SATISFY THEMSELVES IN THIS REGARD PRIOR TO BIDDING.37.BLASTING SHALL NOT BE ALLOWED.38.THE CONTRACTOR SHALL INFORM AND SATISFY THEMSELVES AS TO THE CHARACTER, QUANTITY, AND DISTRIBUTION OF ALL MATERIAL TOBE EXCAVATED AND/OR PLACED IN EMBANKMENT. NO PAYMENT WILL BE MADE FOR ANY EXCAVATED MATERIAL WHICH IS USED FORPURPOSES OTHER THAN THOSE DESIGNATED.39.IF THE TYPE OF MATERIAL PRECLUDES TESTING IN ACCORDANCE WITH THE RESPECTIVE SPECIFICATION, THE ENGINEER MAY UTILIZEPROOF ROLLING IN ACCORDANCE WITH ITEM P-152 OF THE SPECIFICATIONS TO IDENTIFY AREAS NEEDING REPAIRS. ANY AREAS THAT RUTOR PUMP SHALL BE REPAIRED. EVEN IF TEST RESULTS HAVE BEEN OBTAINED THAT SHOW DENSITY HAS BEEN ACHIEVED, THE ENGINEERMAY ELECT TO TEST ANY COMPACTED AREA UTILIZING PROOF ROLLING AND ANY AREAS THAT RUT OR PUMP ALSO SHALL BE REPAIRED.40.ALL VEGETATION SUCH AS BRUSH, HEAVY SODS, HEAVY GROWTH OF GRASS, DECAYED VEGETABLE MATTER, RUBBISH, AND ANY OTHERSIMILAR MATERIAL WITHIN THE AREA UPON WHICH EMBANKMENT IS TO BE PLACED SHALL BE STRIPPED OR OTHERWISE REMOVED BEFORETHE EMBANKMENT IS STARTED, AND IN NO CASE WILL SUCH OBJECTIONABLE MATERIAL BE ALLOWED IN OR UNDER THE EMBANKMENT.41.TOPSOIL SHALL BE STRIPPED FROM BOTH CUT AND FILL AREAS, SALVAGED, STOCKPILED, AND THEN REDISTRIBUTED IN ALL UNPAVEDAREAS (BOTH CUT AND FILL) UPON COMPLETION OF GRADING. THERE WILL BE NO SEPARATE MEASUREMENT OR PAYMENT FOR HANDLINGAND PLACEMENT OF TOPSOIL REGARDLESS OF THE NUMBER OF TIMES THE CONTRACTOR IS REQUIRED TO MOVE THE MATERIAL. THECONTRACTOR SHOULD NOTE THAT THE FINAL GRADES SHOWN ON THE PLANS ARE FINISHED GRADES, THUS REQUIRING OVER-EXCAVATION(NO PAY ITEM) TO COMPENSATE FOR THE LAYER OF TOPSOIL. REFER TO ITEM P-152-2.6 AND ITEM P-152-2.14 OF THE SPECIFICATIONS FORADDITIONAL INFORMATION.42.TOPSOIL WILL NOT BE MEASURED AS A SEPARATE PAY ITEM. REFERENCE IS DIRECTED TO THE SPECIFICATIONS. OVER EXCAVATION FORRE-DISTRIBUTION OF TOPSOIL WILL NOT BE MEASURED FOR PAYMENT AND WILL BE CONSIDERED INCIDENTAL TO THE PROJECT. TOPSOILSTRIPPING TO A DEPTH OF UP TO TWELVE (12) INCHES IN THE PROPOSED EMBANKMENT AREAS WILL NOT BE MEASURED FOR PAYMENT.ANY STRIPPING BELOW TWELVE (12) INCHES IN EMBANKMENT AREAS WILL BE MEASURED AS MUCK EXCAVATION.43.THE CONTRACTOR MAY USE ANY TYPE OF EARTH-MOVING, COMPACTION, AND WATERING EQUIPMENT THEY MAY DESIRE OR HAVE AT THEIRDISPOSAL, PROVIDED THE EQUIPMENT IS IN A SATISFACTORY CONDITION AND IS OF SUCH CAPACITY THAT THE CONSTRUCTION SCHEDULECAN BE MAINTAINED AS PLANNED BY THE CONTRACTOR AND AS APPROVED BY THE ENGINEER IN ACCORDANCE WITH THE TOTALCALENDAR DAYS OR WORKING DAYS BID FOR THE CONSTRUCTION. THE CONTRACTOR SHALL FURNISH, OPERATE, AND MAINTAIN SUCHEQUIPMENT AS IS NECESSARY TO CONTROL UNIFORM DENSITY, LAYERS, SECTION, AND SMOOTHNESS OF GRADE.44.IMMEDIATELY PRIOR TO DUMPING AND SPREADING THE TOPSOIL IN ANY AREA, THE SURFACE SHALL BE LOOSENED BY DISC ORSPIKE-TOOTH HARROWS, OR BY OTHER MEANS APPROVED BY THE ENGINEER, TO A MINIMUM DEPTH OF TWO (2) INCHES TO FACILITATEBONDING OF THE TOPSOIL TO THE COVERED SUBGRADE SOIL. THE SURFACE OF THE AREA TO BE TOPSOILED SHALL BE CLEARED AND ALLSTONES LARGER THAN 2 INCHES IN ANY DIAMETER AND ALL LITTER OR OTHER MATERIAL WHICH MAY BE DETRIMENTAL TO PROPERBONDING, THE RISE OF CAPILLARY MOISTURE, OR THE PROPER GROWTH OF THE DESIRED PLANTING SHALL BE REMOVED.45.GRADES ON THE AREAS TO BE TOPSOILED, WHICH HAVE BEEN ESTABLISHED BY OTHERS AS SHOWN ON THE PLANS, SHALL BE MAINTAINEDIN A TRUE AND EVEN CONDITION. WHERE GRADES HAVE NOT BEEN ESTABLISHED, THE AREAS SHALL BE SMOOTH-GRADED AND THESURFACE LEFT AT THE PRESCRIBED GRADES IN AN EVEN AND PROPERLY COMPACTED CONDITION TO PREVENT, INSOFAR AS PRACTICAL,THE FORMATION OF LOW PLACES OR POCKETS WHERE WATER WILL STAND.46.TOPSOIL SHALL BE STOCKPILED ONLY IN THE AREA(S) SHOWN ON THE PLANS UNLESS OTHERWISE REQUESTED BY THE CONTRACTOR ANDAPPROVED BY THE ENGINEER. THE STOCKPILES SHALL BE GRADED TO PROVIDE ADEQUATE DRAINAGE AND PROTECTED BY SILT FENCE OROTHER SEDIMENT TRAPPING DEVICE AS ORDERED BY THE ENGINEER. THE STOCKPILES SHALL BE REMOVED AND THE AREAS RESTOREDTO A SMOOTH LINE AND GRADED, SEEDED, AND MULCHED. SILT FENCE, SEEDING, AND MULCHING ARE PAY ITEMS.47.THE TOPSOIL SHALL BE EVENLY SPREAD IN THE PREPARED AREAS TO A UNIFORM DEPTH OF 4-6 INCHES AFTER COMPACTION, UNLESSOTHERWISE SHOWN ON THE PLANS OR ORDERED BY THE ENGINEER. SPREADING SHALL NOT BE DONE WHEN THE GROUND OR TOPSOIL ISFROZEN, EXCESSIVELY WET, OR OTHERWISE IN A CONDITION DETRIMENTAL TO THE WORK.48.SPREADING SHALL BE CARRIED ON SO THAT TURFING OPERATIONS CAN PROCEED WITH A MINIMUM OF SOIL PREPARATION OR TILLING.49.AFTER SPREADING, ANY LARGE, STIFF CLODS OR HARD LUMPS SHALL BE BROKEN WITH A PULVERIZER OR BY OTHER EFFECTIVE MEANS,AND ALL STONES OR ROCKS (2 INCHES OR MORE IN DIAMETER), ROOTS, LITTER, OR ANY FOREIGN MATTER SHALL BE RAKED UP ANDDISPOSED OF BY THE CONTRACTOR. AFTER SPREADING IS COMPLETED, THE TOPSOIL SHALL BE SATISFACTORILY COMPACTED BY ROLLINGWITH A CULTIPACKER OR BY OTHER MEANS APPROVED BY THE ENGINEER. THE COMPACTED TOPSOIL OR OTHER DIRT FALLING ONPAVEMENTS AS A RESULT OF HAULING OR HANDLING OR TOPSOIL SHALL BE PROMPTLY REMOVED.50.NO SEPARATE PAYMENT OR MEASUREMENT FOR PAYMENT WILL BE MADE FOR STOCKPILING, SPREADING, SHAPING, OR ANY HANDLING OFTOPSOIL. THIS ITEM IS CONSIDERED INCIDENTAL TO ITEM P-152 OF THE SPECIFICATIONS.51.DIGITAL TERRAIN MODEL (DTM) FILES OF THE EXISTING SURFACE AND FINISHED SURFACES WERE USED TO DEVELOP THE DESIGN PLANS.THE FINAL PAY QUANTITY WILL BE DETERMINED BY COMPARISON OF DTM SURFACES. REFERENCE IS DIRECTED TO ITEM P-152.52.IF THE CONTRACTOR ELECTS, THEY MAY ENGAGE A REGISTERED SURVEYOR TO SURVEY THE GRADING AREA TO VERIFY THETOPOGRAPHY. THE CONTRACTOR SHALL FURNISH THE ENGINEER WRITTEN NOTICE OF SUCH SURVEYS. ANY DISCREPANCIES SHALL BERESOLVED BEFORE GRADING OPERATIONS BEGIN FOR ORIGINAL SECTIONS OR WITHIN TEN (10) DAYS AFTER NOTIFICATION OF FINALPAYMENT QUANTITY BY THE ENGINEER FOR FINAL SECTIONS.53.SEPARATE MEASUREMENT WILL NOT BE MADE FOR STOCKPILED MATERIALS OR TOPSOIL. OVER EXCAVATION TO ALLOW FOR TOPSOIL INEXCAVATION AREAS WILL NOT BE MEASURED FOR PAYMENT AND THE COST THEREOF INCLUDED IN THE UNIT PRICE. COST FORSTOCKPILING OF MATERIALS AND/OR HANDLING TOPSOIL MUST BE INCLUDED IN THE CONTRACTOR'S UNIT PRICE FOR EMBANKMENTAND/OR HANDLING TOPSOIL PER CUBIC YARD.54.UNDERCUT AND/OR MUCK EXCAVATION ENCOUNTERED DURING THE PROGRESS OF THE WORK WILL BE MEASURED IN ITS ORIGINALPOSITION FOR PAYMENT. THE ENGINEER SHALL BE NOTIFIED PRIOR TO STARTING ANY UNDERCUT OR MUCK EXCAVATION SO THATNECESSARY SURVEY INFORMATION CAN BE OBTAINED. CROSS-SECTIONS TAKEN BEFORE AND AFTER THE REMOVAL OF THE UNDERCUT ORMUCK EXCAVATION SHALL BE USED TO COMPUTE THE QUANTITY BY AVERAGE END AREA METHOD.55.MUCK AND UNSUITABLE MATERIAL ARE DEFINED IN ITEM P-152-1.2 AND ITEM P-152-1.3 OF THE SPECIFICATIONS, RESPECTIVELY, AND AREMATERIALS WHICH ARE CONSIDERED UNSUITABLE FOR USE IN EMBANKMENT CONSTRUCTION DUE TO THEIR PHYSICAL PROPERTIES(CONTAINING ORGANICS, DECAYING MATERIALS, ETC.). HIGH IN-PLACE MOISTURE CONTENT WILL NOT BE GROUNDS FOR CLASSIFYING AMATERIAL AS MUCK OR UNSUITABLE. THE CONTRACTOR IS EXPECTED TO AERATE AND DRY THE MATERIAL, AS NECESSARY, TO REACHOPTIMUM MOISTURE CONTENT.56.NO ADDITIONAL PAYMENT WILL BE MADE TO THE CONTRACTOR FOR HANDLING AND DRYING OF SATURATED MATERIAL, WHETHER THEIRATTEMPTS ARE SUCCESSFUL OR UNSUCCESSFUL. THE CONTRACTOR MAY, AT THEIR OPTION AND THEIR OWN COST, REPLACE,SUPPLEMENT, OR TREAT THE SATURATED MATERIAL TO IMPROVE WORKABILITY. SUPPLEMENTS OR TREATMENTS MAY INCLUDE MIXINGWITH A DIFFERENT SOIL MATERIAL OR TREATING WITH LIME OR CEMENT.57.PAYMENT FOR MUCK EXCAVATION INCLUDES THE COST OF BACKFILL WITH AVAILABLE ON-SITE SOILS OR OTHER MATERIALS. WHERE IT ISDEEMED ADVANTAGEOUS OR IS REQUIRED TO BACKFILL AREAS WITH AGGREGATE MATERIALS, AND WHERE APPROVED BY THE ENGINEER,SUCH BACKFILL SHALL BE MADE AND PAID FOR UNDER P-154 SUBBASE COURSE. UNSUITABLE MATERIAL THAT ENCOUNTERED ABOVE FINALGRADE WILL BE CONSIDERED UNCLASSIFIED EXCAVATION AND SHALL NOT BE MEASURED AS MUCK.58.THE REMOVAL OF EXISTING PAVEMENT IS NOT CONSIDERED UNCLASSIFIED EXCAVATION AND SHALL BE PAID FOR UNDER THE LUMP SUMPAY ITEM FOR "MISCELLANEOUS DEMOLITION".DRAINAGE:59.THE CONTRACTOR SHALL PROVIDE O-RING JOINTS OR OFFSET JOINTS WITH PROFILE GASKETS FOR ALL REINFORCED CONCRETE PIPEINSTALLED UNDER THIS PROJECT. THE CONTRACTOR SHALL INSTALL STANDARD STEPS IN ALL MANHOLES AND DROP INLETS. THECONTRACTOR SHALL INSTALL INLET SHAPING IN ALL DRAINAGE AND SEWAGE MANHOLES AND DROP INLETS. NO SEPARATE MEASUREMENTWILL BE MADE FOR THE ABOVE REFERENCED ITEMS.60.ALL MANHOLE AND DROP INLET LOCATIONS AND TOP ELEVATIONS ARE GIVEN TO THE CENTER OF THE STRUCTURE UNLESS OTHERWISENOTED. CURB DROP INLETS SHALL BE ALIGNED TO MATCH CURB ALIGNMENT AND GRADE. SPOT ELEVATIONS ARE GIVEN FOR CURB ORCURB AND GUTTER AT THE TOP OF CURB UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL FIELD VERIFY THE INVERTS OF ALLCONNECTIONS TO EXISTING PIPES PRIOR TO FABRICATION OF PROPOSED STRUCTURES.61.ALL MANHOLES, DROP INLETS, AND STRUCTURES WITHIN THE RUNWAY / TAXIWAY / APRON SAFETY AREAS SHALL BE DESIGNED FORAIRCRAFT LOADING WEIGHT 100,000 POUNDS, DUAL GEAR CONFIGURATION, 150 PSI TIRE PRESSURE.62.LENGTHS OF DRAINAGE PIPES ON THE PLANS ARE GIVEN FROM CENTER OF MANHOLE TO CENTER OF MANHOLE OR FROM OUTSIDE EDGEOF ENDWALL TO OUTSIDE EDGE OF ENDWALL. PIPE WILL BE MEASURED FOR PAYMENT FROM THE INTERIOR FACE OF THE DOWNSTREAMSTRUCTURE TO THE INTERIOR FACE OF THE UPSTREAM STRUCTURE IN ACCORDANCE WITH SECTION 90.63.THE CONTRACTOR SHALL FIELD VERIFY EXISTING LOCATION, SIZE, INVERT AND TOP ELEVATION FOR EACH EXISTING PIPE AND/ORSTRUCTURE WHICH IS BEING CONNECTED TO PROPOSED PIPE(S) AND/OR STRUCTURES. VERIFICATIONS SHALL BE COMPLETED ANDSUBMITTED IN WRITING TO THE ENGINEER PRIOR TO STRUCTURE FABRICATION AND/OR DRAINAGE PIPE INSTALLATION (NO SEPARATE PAYITEM).64.WELLPOINTING AND/OR OTHER DEWATERING METHODS REQUIRED FOR THE INSTALLATION OF MANHOLES, DROP INLETS, ETC. WILL BECONSIDERED INCIDENTAL TO THE PROJECT.65.THE CONTRACTOR SHALL CLEAN THE STORM SEWER SYSTEM OF ALL SEDIMENT UPON STABILIZATION OF THE UPSTREAM AREAS (NOSEPARATE PAY ITEM).66.WHERE THE PLANS CALL FOR CONNECTIONS TO EXISTING OR PROPOSED STRUCTURES, THE CONNECTIONS SHALL BE WATERTIGHT ANDMADE SO THAT A SMOOTH UNIFORM FLOW LINE WILL BE OBTAINED THROUGHOUT THE DRAINAGE SYSTEM (NO SEPARATE PAY ITEM).67.AFTER THE PIPE BACKFILL IS COMPLETED, THE CONTRACTOR SHALL DISPOSE OF ALL SURPLUS MATERIAL, SOIL, AND RUBBISH FROM THESITE. SURPLUS SOIL MAY BE DEPOSITED IN EMBANKMENT, SHOULDERS, OR AS ORDERED BY THE ENGINEER. THE CONTRACTOR SHALLRESTORE ALL DISTURBED AREAS OUTSIDE THE GRADING OR PAVING LIMITS OF THE PROJECT, TO THEIR ORIGINAL CONDITION (NOSEPARATE PAY ITEM).68.AFTER WORK IS COMPLETED, THE CONTRACTOR SHALL REMOVE ALL TOOLS AND OTHER EQUIPMENT, LEAVING THE ENTIRE SITE FREE,CLEAR, AND IN GOOD CONDITION (NO SEPARATE PAY ITEM).GENERAL PAVING:69.IN ACCORDANCE WITH ITEM P-401, THE CONTRACTOR SHALL PROVIDE APPROPRIATE ARTIFICIAL LIGHTING DURING ANY NIGHTTIME PAVING. A LIGHTING PLAN SHALL BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER PRIOR TO THE START OF ANY NIGHTTIMEPAVING. THE LIGHTING SHALL BE ADEQUATE TO SAFELY COMPLETE THE WORK BEING PERFORMED IN ACCORDANCE WITH THE PLANS ANDSPECIFICATIONS. IN ADDITION TO EQUIPMENT MOUNTED LIGHTS, THE LIGHTING SHALL BE IN THE FORM OF PORTABLE FLOODLIGHT UNITS,EACH WITH A MINIMUM CAPACITY OF 3,000-WATT ELECTRICAL BEAMS. ALL WORK SHALL BE IN ACCORDANCE WITH THE APPROVED CSPPAND LIGHTING PLAN. LIGHTING SHALL BE DIRECTED OR SHADED TO PREVENT INTERFERENCE WITH AIRCRAFT, AND OTHER AIRPORTOPERATIONS. THE CONTRACTOR SHALL REORIENT LIGHTS AS ORDERED BY THE ENGINEER, AND/OR OWNER70.THE CONTRACTOR SHALL ATTEND A PRE-PAVING CONFERENCE CONDUCTED BY THE ENGINEER PRIOR TO START OF PAVING OPERATIONS.THE PAVING FOREMAN SHALL BE PRESENT AT THE CONFERENCE. THE CONTRACTOR SHALL BE PREPARED TO DISCUSS THE PROPOSEDLAYDOWN/PAVING PLAN.71.AS OUTLINED IN THE SPECIFICATIONS, THE BASE COURSE SHALL BE PLACED BY A MECHANICAL SPREADER. AS A MINIMUM, A MECHANICALSPREADER SHALL BE A “SPREADER BOX” MOUNTED TO THE FRONT OF A DOZER OF SUFFICIENT SIZE AND HORSEPOWER TO PUSH THESPREADER BOX, LOADED WITH STONE, AND TRUCK BEING USED FOR STONE DELIVERY. STONE BASE SHALL NOT BE PLACED BYEND-DUMPING THE MATERIAL AND SPREADING WITH A GRADER.72.THE CONTRACTOR SHALL PROVIDE A LIGHT WEIGHT STRAIGHT EDGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS. THESTRAIGHT EDGE SHALL HAVE A HANDLE WITH A TWO (2) FOOT HEIGHT. THE CONTRACTOR SHALL PROVIDE AN EMPLOYEE TO ASSIST THERESIDENT PROJECT REPRESENTATIVE IN CONDUCTING THE STRAIGHT EDGE TEST REQUIRED BY THE TECHNICAL SPECIFICATIONS (NOSEPARATE PAY ITEM).73.THE CONTRACTOR SHALL PROVIDE A FINISHED PAVEMENT SURFACE FREE OF PONDING WATER. ALL AREAS OF PONDING WATER SHALL BEREPAIRED AS ORDERED BY THE ENGINEER AT NO ADDITIONAL COST TO THE OWNER.74.FINAL PAVEMENT EDGES SHALL BE STRAIGHT AND NEAT. THIS MAY REQUIRE SAW CUTTING OF FINAL EDGES, PARTICULARLY IN FILLETAREAS. NO ADDITIONAL PAYMENT WILL BE MADE FOR ANY REQUIRED SAW CUTTING.ASPHALT PAVING:75.THE APRON SHALL BE PAVED WITH MINIMUM COLD JOINTS. ADDITIONAL COLD JOINTS MAY BE USED ON STUB TAXIWAYS, FILLET WIDENINGAND TRANSITION SECTION. AN 18-FOOT PAVER FOR SINGLE LANES OR 12.5-FOOT PAVER PULLED IN TANDEM WITH A HOT JOINT WILL BEREQUIRED. NO MORE THAN THIRTY (30) MINUTES SHALL ELAPSE BETWEEN 2 PAVERS PULLED IN TANDEM FOR A JOINT TO BE CONSIDEREDHOT.76.LONGITUDINAL JOINTS WHICH ARE IRREGULAR, DAMAGED, UNCOMPACTED, OR OTHERWISE DEFECTIVE, OR WHICH HAVE BEEN LEFTEXPOSED FOR MORE THAN 4 HOURS, OR WHOSE SURFACE TEMPERATURE HAS COOLED TO LESS THAN 175 DEGREES SHALL BE CUT BACKBY SAWING OR MILLING A MAXIMUM OF 3-6 INCHES TO EXPOSE A CLEAN, SOUND VERTICAL SURFACE FOR THE FULL DEPTH OF THE COURSE.REFERENCE IS DIRECTED TO ITEM P-401 OF THE SPECIFICATIONS.77.THE CONTRACTOR SHALL CONTINUALLY MONITOR THE JOINT BETWEEN PAVING LANES TO ENSURE A GOOD JOINT WITH REGARD TO GRADE,SMOOTHNESS, APPEARANCE, AND DENSITY.78.THE PAVING SHALL BE ACCOMPLISHED BY USE OF A PAVER WITH AUTOMATIC GRADE CONTROLS, UNLESS OTHERWISE APPROVED BY THEENGINEER. REFERENCE IS DIRECTED TO ITEM P-401 OF THE SPECIFICATIONS.79.IN ORDER TO REMOVE ANY SMALL IRREGULARITIES, THE CONTRACTOR WILL BE REQUIRED TO PROVIDE AND USE A 30-FOOT SKI OR FIXEDSTRING LINE. A SHORT SHOE MAY ONLY BE USED WHEN MATCHING THE EDGE OF AN ADJACENT LIFT.80.THE CONTRACTOR SHALL HAVE AT LEAST ONE (1) SPARE PAVER OF EQUAL TYPE, AVAILABLE FOR DELIVERY ON-SITE WITHIN 24 HOURS IFTHE FIRST PAVER SHOULD BREAK DOWN (NO SEPARATE PAY ITEM).SITE CLEANUP81.ALL GRADED AREAS SHALL BE ADDRESSED WITH A MECHANICAL ROCKHOUND AFTER THE PLACEMENT OF TOPSOIL AND PRIOR TO THEAPPLICATION OF SEED AND MULCH. AN ENGINEER/OWNER WALKOVER OF ALL AREAS WILL BE CONDUCTED AND ANY REQUIREDCORRECTIONS TO GRADE OR SMOOTHNESS, AND REMOVAL OF ROCKS AND/OR FOREIGN DEBRIS SHALL BE COMPLETED BEFORE SEED ANDMULCH ARE APPLIED.82.THE ENGINEER AND/OR OWNER SHALL INSPECT ALL AREAS AFTER SEEDING ANY DEFICIENT AREAS SHALL BE ADDRESSED BY HANDREMOVAL OF OBJECTIONABLE MATERIAL. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO ITEM P-152 OF THE SPECIFICATIONS.83.STAGING AREAS SHALL BE RESTORED TO THEIR PRE-CONSTRUCTION CONDITION WITH A SMOOTH, MOWABLE GRADE WITH POSITIVEDRAINAGE AND A GOOD STAND OF GRASS.NO.REVISIONSBYAPP.DATE4CONFORMED DOCUMENTSMJHADS10/20/23CONSULTANTS, INC.XREFS: IMAGES:DRAWING: 21013 nts.dwg LAYOUT: L2DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371CONSTRUCTION NOTESWINCHESTER REGIONAL AIRPORT3-51-0059-042-2021 (DESIGN)21013MJHADS/RSYMAY 20231148 NONERECONSTRUCT TERMINAL APRON - PHASE 2PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 nts.dwg, L2, 2/29/2024 1:15:07 PM, MHerzing
SCALE: 1"=30'300FEET3060NSHEET INDEX12LEGENDEXISTING STRUCTURE NUMBEREXISTING AIRFIELD GUIDANCE SIGNEXISTING TAXIWAY LIGHTEXISTING TAXIWAY LIGHT TO BE REMOVEDEXISTING TIE-DOWNEXISTING TIE-DOWN TO BE REMOVEDFENCE GATE NUMBERBORING LOCATION (APPROX)EXISTING STORM DRAINEXISTING STORM DRAIN TO BE REMOVEDEXISTING ELECTRICAL DUCTEXISTING DUCT BANK TO BE REMOVEDEXISTING CABLE TV LINEEXISTING CABLE TV LINE TO BE REMOVEDEXISTING UNDERGROUND ELECTRICAL LINEEXISTING UNDERGROUND ELECTRICAL LINETO BE REMOVEDEXISTING GAS LINEEXISTING WATER LINEEXISTING FENCEEXISTING FENCE TO BE REMOVEDEXISTING SANITARY SEWER LINEEXISTING SANITARY SEWER LINE TO BEREMOVEDEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAPROPOSED P-101 ASPHALT PAVEMENTREMOVALPROPOSED P-101 COLD MILLING (VARIABLEDEPTH)PROPOSED P-101 CONCRETE PAVEMENTREMOVALPROPOSED BUILDING REMOVALPROPOSED PAINT REMOVALEXX#B-#XXCTVCTVUGEUGEGASWXXSANSANROFARSATOFATSAXXXXNOTES1.ALL STATIONS AND OFFSETS GIVEN WITH RESPECTTO BASELINE "A" (TAXIWAY A CENTERLINE) UNLESSOTHERWISE NOTED.2.REFER TO "CONSTRUCTION NOTES" SHEET FORDEMOLITION NOTES.3.SAW CUT NEAT VERTICAL FACE (NO PAY ITEM).4.REFER TO "EROSION & SEDIMENT CONTROL"LAYOUT SHEETS FOR INSTALLATION OF EROSIONAND SEDIMENT CONTROL MEASURES.5.REMOVE EXISTING CABLE AND CONDUIT ASORDERED BY THE ENGINEER.6.LIMITS OF PAVEMENT REMOVAL AND MILLING AREAPPROXIMATE AND SHALL BE CONFIRMED IN THEFIELD BY THE CONTRACTOR.7.PROTECT EXISTING MARKINGS TO REMAIN.8.ALL DEMOLITION ITEMS ARE TO BE PAID FOR UNDERTHE LUMP SUM "MISCELLANEOUS DEMOLITION" PAYITEM.9.PAYMENT FOR DEMOLITION OF THE TERMINALBUILDING SHALL BE PAYABLE UNDER THE LUMP SUMSPECIAL PROVISION FOR "TERMINAL BUILDINGDEMOLITION".XX13XXXXXXX26+0027+0029+0030+0024+0025+0028+0031+0032+0025+0028+0031+0029+5026+50TAXIWAY ABASELINE "A"23+50DenseDenseDenseGuyGuyGuyDenseDenseDenseE106E107E10811191924" RCPINV.=715.3915" RCPINV.=718.7315" RCPINV.=718.49E.P.E.P.SIGN15" RCP15" RCPW2" WATERGENERAL AVIATIONTERMINAL BUILDINGFF= 720.25'15" SLCPP12" SLCPPJJHE503E502E502AE50118" RCP18" RCP18" RCPHFME40E201BUFFLICK ROADXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXPROTECT EXISTING BASEMOUNTED MITL TO REMAIN (TYP)REMOVE TIE-DOWN AS ORDERED BYTHE ENGINEER. SEE "TIE-DOWNANCHOR DEMOLITION DETAIL." (TYP)LOCATE AND PROTECTEXISTING GASLINE TOREMAIN (TYP)REMOVE CABLE TO THISMANHOLE. PROTECTEXISTING HANDHOLE TOREMAINREMOVE TIE-DOWN AS ORDERED BYTHE ENGINEER. SEE "TIE-DOWNANCHOR DEMOLITION DETAIL." (TYP)XXNOTE 3 (TYP)NOTE 3 (TYP)NOTE 3 (TYP)NOTE 3 (TYP)NOTE 3 (TYP)XX300' RT450' RT150' RT600' RT300' RT450' RT150' RT600' RTMATCHLINE SHEET 13XXXXXXXXXXXXXXXXXREMOVE EXISTINGUNDERGROUNDELECTRIC TO METERREMOVE EXISTING HANDHOLEXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXREMOVE EXISTINGCURB INLETXREMOVE EXISTINGSTAKE-MOUNTED LIGHTDEMOLISH EXISTING GATE ANDEQUIPMENT. GATE AND EQUIPMENTSHALL BE REMAIN THE PROPERTYOF THE OWNER AND STOCKPILEDAS ORDERED BY THE OWNER.REMOVE TEMPORARY 2" WATERSERVICE. REMOVE BASE PLATE ANDCORPORATION STOP AND INSTALL NEWMECHANICAL JOINT PLUG OVER HOLE INMAIN, AS ORDERED BY THE ENGINEER.REMOVE EXISTINGDIRECT BURIED CABLEXXPROTECT EXISTING BASEMOUNTED MITL TO REMAIN (TYP)PROTECT EXISTING BASEMOUNTED MITL TO REMAIN (TYP)WORK AREA BWORK AREA AWORK AREA BWORK AREA DWORK AREA A1WORK AREA AREMOVE EXISTING FENCEWORK AREA LIMITS (TYP)WORK AREA LIMITS (TYP)XXXREMOVE EXISTING CABLE TV LINEREMOVE EXISTINGUNDERGROUND ELECTRICREMOVE EXISTINGLIGHT POLE (TYP)REMOVE EXISTINGLANDSCAPE LIGHT (TYP)REMOVEEXISTINGSIGNREMOVE EXISTINGDRAINAGE STRUCTUREREMOVE EXISTINGDRAINAGE STRUCTUREPROTECT EXISTING DRAINAGESTRUCTURE TO REMAINSTA 28+61±, 66'± RTSTA 29+09±, 66'± RTSTA 28+61±, 132'± RTSTA 29+28±, 132'± RTSTA 30+75±, 320'± RTSTA 31+02±, 320'± RTSTA 32+15±, 320'± RTSTA 29+87±, 564'± RTSTA 30+14±, 564'± RTSTA 30+51.00, 227.00' RTSTA 29+60.00, 221.50' RTSTA 29+15.00, 209.50' RTSTA 29+05.07, 172.25' RTSTA 29+15.00, 135.00' RTSTA 29+60.00, 123.00' RTSTA 30+51.00, 117.50' RTSTA 29+29.84, 82.50' RTBEGIN FENCE REMOVALSTA 26+97±, 359'± RTSTA 29+30±, 70'± RTXALL MILLING IS INCIDENTAL TOTHE LUMP SUM COST FOR"MISCELLANEOUS DEMOLITION"NOT IN CONTRACTNOT IN CONTRACTNOT IN CONTRACTNO.REVISIONSBYAPP.DATE3COST NEGOTIATION CHANGESMJHADS08/29/234CONFORMED DOCUMENTSMJHADS10/20/23CONSULTANTS, INC.XREFS: 21013 plan-ex.dwg; 21013 sheet-key.dwg; 21013 work area limits.dwg IMAGES:DRAWING: 21013 dem.dwg LAYOUT: L1DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371DEMOLITION PLANWINCHESTER REGIONAL AIRPORT3-51-0059-042-2021 (DESIGN)21013MJHADS/RSYMAY 20231248 1" = 30'RECONSTRUCT TERMINAL APRON - PHASE 2PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 dem.dwg, L1, 2/29/2024 1:15:39 PM, MHerzing
SCALE: 1"=30'300FEET3060NSHEET INDEX12LEGENDEXISTING STRUCTURE NUMBEREXISTING AIRFIELD GUIDANCE SIGNEXISTING TAXIWAY LIGHTEXISTING TAXIWAY LIGHT TO BE REMOVEDEXISTING TIE-DOWNEXISTING TIE-DOWN TO BE REMOVEDFENCE GATE NUMBERBORING LOCATION (APPROX)EXISTING STORM DRAINEXISTING STORM DRAIN TO BE REMOVEDEXISTING ELECTRICAL DUCTEXISTING DUCT BANK TO BE REMOVEDEXISTING CABLE TV LINEEXISTING CABLE TV LINE TO BE REMOVEDEXISTING UNDERGROUND ELECTRICAL LINEEXISTING UNDERGROUND ELECTRICAL LINETO BE REMOVEDEXISTING GAS LINEEXISTING WATER LINEEXISTING FENCEEXISTING FENCE TO BE REMOVEDEXISTING SANITARY SEWER LINEEXISTING SANITARY SEWER LINE TO BEREMOVEDEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAPROPOSED P-101 ASPHALT PAVEMENTREMOVALPROPOSED P-101 COLD MILLING (VARIABLEDEPTH)PROPOSED P-101 CONCRETE PAVEMENTREMOVALPROPOSED BUILDING REMOVALPROPOSED PAINT REMOVALEXX#B-#XXCTVCTVUGEUGEGASWXXSANSANROFARSATOFATSAXXXXNOTES1.ALL STATIONS AND OFFSETS GIVEN WITH RESPECTTO BASELINE "A" (TAXIWAY A CENTERLINE) UNLESSOTHERWISE NOTED.2.REFER TO "CONSTRUCTION NOTES" SHEET FORDEMOLITION NOTES.3.SAW CUT NEAT VERTICAL FACE (NO PAY ITEM).4.REFER TO "EROSION & SEDIMENT CONTROL"LAYOUT SHEETS FOR INSTALLATION OF EROSIONAND SEDIMENT CONTROL MEASURES.5.REMOVE EXISTING CABLE AND CONDUIT ASORDERED BY THE ENGINEER.6.LIMITS OF PAVEMENT REMOVAL AND MILLING AREAPPROXIMATE AND SHALL BE CONFIRMED IN THEFIELD BY THE CONTRACTOR.7.PROTECT EXISTING MARKINGS TO REMAIN.8.ALL DEMOLITION ITEMS ARE TO BE PAID FOR UNDERTHE LUMP SUM "MISCELLANEOUS DEMOLITION" PAYITEM.9.PAYMENT FOR DEMOLITION OF THE TERMINALBUILDING SHALL BE PAYABLE UNDER THE LUMP SUMSPECIAL PROVISION FOR "TERMINAL BUILDINGDEMOLITION".XX13XXXXXXX33+0036+0039+0040+0041+0034+0035+0037+0038+0040+0034+0037+0038+5035+5032+50TAXIWAY ABASELINE "A"TankTankCBCBPipeTankTankPipePipeFH708.2708.5HHEE118E119E120E201E203E2023322TELE. PED.36" RCPINV.=704.54E.P.E.P.E.P.SANITARYPUMPELECTRIC VAULTELECTRIC VAULTSTUBSTUB2-6" PVCJGENERAL AVIATIONTERMINAL BUILDINGFF= 720.25'JJJHHS18" SLCPPE7E101.1E101E501E603AE602E601E506E508E507E505E50418" RCP6" PVC18" RCP24" RCP30" RCP30" RCP36" RCPPPJJJ24" RCP24" RCPFUEL FARMPOWERGATEPOWERFUEL FARM/GATE PANEL(S)XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXPROTECT EXISTINGSTAKE MOUNTED MITLTO REMAIN (TYP)NOTE 3 (TYP)NOTE 3 (TYP)NOTE 3 (TYP)NOTE 3 (TYP)NOTE 3 (TYP)STA 36+19±, 388'± RTSTA 36+19±, 414'± RT300' RT450' RT150' RT600' RT300' RT450' RT150' RT600' RTMATCHLINE SHEET 12REMOVE TIE-DOWN AS ORDERED BYTHE ENGINEER. SEE "TIE-DOWNANCHOR DEMOLITION DETAIL." (TYP)XXMATCHLINE TO INSET THIS SHEETREMOVE 12" RISER. RELOCATEEXISTING STRUCTURE. SEE"GRADING & DRAINAGE" SHEETFOR ADDITIONAL INFORMATION.XXXXXXXXXXXXDEMOLISH EXISTING GATE ANDEQUIPMENT. GATE AND EQUIPMENTSHALL BE REMAIN THE PROPERTYOF THE OWNER AND STOCKPILEDAS ORDERED BY THE OWNER.XXEND PIPE REMOVAL AT ANEXISTING PIPE ENDXWORK AREA CWORK AREA CWORK AREA DWORK AREA DWORK AREA BREMOVEEXISTING FENCEWORK AREA LIMITS (TYP)REMOVE EXISTINGLIGHT POLE (TYP)REMOVE EXISTINGLANDSCAPE LIGHT (TYP)REMOVE EXISTINGCURB INLETREMOVE EXISTINGSANITARY PUMPSTA 33+93±, 71'± RTSTA 35+73±, 79'± RTSTA 32+63±, 320'± RTSTA 33+37±, 320'± RTSTA 33+55±, 320'± RTREMOVE EXISTINGLIGHT POLE (TYP)XXSTA 34+37±, 362'± RTSTA 35+72.03,82.50' RTSTA 34+48.00,117.50' RTSTA 35+39.00, 123.00' RTSTA 35+84.00,135.00' RTSTA 35+93.93,172.25' RTSTA 35+84.00,209.50' RTSTA 35+39.00, 221.50' RTSTA 34+48.00, 227.00' RTSTA 33+31.00, 117.50' RTSTA 33+31.00, 82.50' RTREMOVE EXISTINGCURB INLETXXEND FENCE REMOVALSTA 35+42±, 554'± RTXXXXXXXXXXXXXXREMOVE EXISTING4W-4", 1W-1" DUCTBANKREMOVEEXISTINGUNDERGROUNDCONDUITREMOVE EXISTINGHANDHOLEPROTECT EXISTING DUCTBANK10'±10'±XXXXREMOVE EXISTINGUNDERGROUND CONDUITXXXPROTECT EXISTING DRAINAGESTRUCTURE TO REMAINXXXXXXXXEND SANITARY LINE REMOVAL. BEGINSANITARY LINE ABANDONMENT TO THESOUTH. FLUSH, DISINFECT, AND CAP THEABANDONED PORTION OF THE SANITARYLINE AT BOTH ENDS. COORDINATECLOSURE WITH PARKING LOTCONTRACTOR AND FREDERICK WATER.DEMOLISH EXISTING TRANSFORMER. COORDINATE TERMINATION OF POWER WITHREC. REMOVE PRIMARY CONDUCTORS TOLIMITS REQUIRED BY REC (NO ADDITIONAL PAY).ALL MILLING IS INCIDENTAL TOTHE LUMP SUM COST FOR"MISCELLANEOUS DEMOLITION"XXXXNOT IN CONTRACTNOT IN CONTRACTSTA 33+41.84, 117.50' RTSTA 33+41.84, 227.00' RTSANITARYVALVE2" SANITARY FORCE MAIN24" RCP18" RCP18" RCP18" RCP18" RCP15" RCP15" RCP6" PVCJJ15" SLCPPNOTE 3 (TYP)MATCHLINE THIS SHEETREMOVE "Y" CONNECTION.CONNECT NEW TERMINALLINE TO CHECK VALVE (NOSEPARATE PAY ITEM).PROTECTEXISTINGSANITARY LINESTA 34+64±, 613'± RTSTA 34+91±, 613'± RTEND SANITARY LINE ABANDONMENT.FLUSH, DISINFECT, AND CAP THEABANDONED PORTION OF THE SANITARYLINE AT BOTH ENDS. COORDINATECLOSURE WITH PARKING LOTCONTRACTOR AND FREDERICK WATER.CONSULTANTS, INC.XREFS: 21013 plan-ex.dwg; 21013 sheet-key.dwg; 21013 work area limits.dwg IMAGES:DRAWING: 21013 dem.dwg LAYOUT: L2DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371DEMOLITION PLANWINCHESTER REGIONAL AIRPORT3-51-0059-042-2021 (DESIGN)21013MJHADS/RSYMAY 20231348 1" = 30'RECONSTRUCT TERMINAL APRON - PHASE 2NO.REVISIONSBYAPP.DATE3COST NEGOTIATION CHANGESMJHADS08/29/234CONFORMED DOCUMENTSMJHADS10/20/23INSETPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 dem.dwg, L2, 2/29/2024 1:15:45 PM, MHerzing
SCALE: 1"=30'300FEET3060NSHEET INDEX14NOTES1.ALL STATIONS AND OFFSETS GIVEN WITH RESPECTTO BASELINE "A" (TAXIWAY A CENTERLINE) UNLESSOTHERWISE NOTED.2.THE CONTRACTOR SHALL VERIFY BENCHMARKINFORMATION PRIOR TO CONSTRUCTION. ANYDISCREPANCIES SHALL BE IMMEDIATELYREPORTED TO THE ENGINEER.3.THE CONTRACTOR SHALL FIELD STAKE ALL EDGESOF PAVEMENT PRIOR TO CONSTRUCTION. ANYDISCREPANCIES SHALL BE IMMEDIATELYREPORTED TO THE ENGINEER.4.REFER TO "GENERAL LAYOUT" SHEET FORBENCHMARK INFORMATION.5.REFER TO "PAVEMENT TIE-IN DETAIL".6.REFER TO "OVERLAY TRANSITION DETAIL".7.REFER TO "FILLET WIDENING DETAIL".LEGENDEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAPROPOSED TAXIWAY SAFETY AREAPROPOSED TAXILANE SAFETY AREAPROPOSED TAXIWAY OBJECT FREE AREAPROPOSED TAXILANE OBJECT FREE AREAFUTURE DEVELOPMENTPROPOSED P-401 ASPHALT PAVEMENTPROPOSED P-401 ASPHALT OVERLAY PAVEMENTPROPOSED VARIABLE DEPTH MILL AND 2"±OVERLAY TIE-INPROPOSED R-315 ASPHALT APRON ACCESSPAVEMENTPROPOSED P-501 CONCRETE HARDSTANDPAVEMENTPROPOSED R-504 CONCRETE APRON ACCESSPAVEMENTPROPOSED SMALL AIRCRAFT PARKING ASPHALTPAVEMENTTOFATSATSATLSATOFATLOFA1526+0027+0029+0030+0024+0025+0028+0031+0032+00TLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFATSATSATSATSATSATSATSATSATSATOFATOFATOFATSATSATSATSATSATLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFATOFATOFATSATSATSATSATSATSATSA26+0027+0029+0030+0024+0025+0028+0031+0032+0025+0028+0031+0029+5026+50TAXIWAY ABASELINE "A"300' RT450' RT150' RT23+50GuyGuyGuy600' RT300' RT450' RT150' RT600' RTBUFFLICK ROADMATCHLINE SHEET 15FUTURE TSA AND TOFA SHOWNFOR REFERENCE ONLYSTA 28+58±, 320'± RTSTA 30+97.65, 472.00' RTSTA 30+92.65, 472.00' RTSTA 29+82.50, 329.50' RTSTA 30+07.50, 329.50' RTSTA 30+07.50, 354.50' RTSTA 29+82.50, 354.50' RTSTA 30+92.50, 329.50' RTSTA 30+92.50, 354.50' RTSTA 31+17.50, 329.50' RTSTA 31+17.50, 354.50' RTSTA 31+100.00, 329.50' RTSTA 32+25.00, 329.50' RTSTA 31+100.00, 354.50' RTSTA 32+25.00, 354.50' RTSTA 30+93±, 511'± RTSTA 30+98±, 511'± RTSTA 29+09±, 66'± RTSTA 29+30±, 70'± RTSTA 28+61±, 66'± RTSTA 28+61.84, 82.50' RTSTA 28+61.06, 131.53' RTSTA 29+28.00, 131.53' RTSTA 29+60.00, 123.00' RTSTA 30+51.00, 117.50' RTSTA 29+29.84, 82.50' RTFUTURE TERMINALBUILDING (BY OTHERS)STA 29+87±, 564'± RTSTA 30+13±, 564'± RTSTA 29+87.00, 535.00' RTSTA 29+62.00, 535.00' RTSTA 29+62.00, 515.00' RTSTA 29+87.00, 515.00' RTSTA 29+87.00, 472.00' RTSTA 30+13.00, 472.00' RTSTA 30+38.00, 515.00' RTSTA 30+38.00, 535.00' RTSTA 30+13.00, 515.00' RTSTA 30+13.00, 535.00' RTSTA 28+62.50, 408.00' RTSTA 28+62.50, 472.00' RTNOT IN CONTRACTNOT IN CONTRACTNO.REVISIONSBYAPP.DATE3COST NEGOTIATION CHANGESMJHADS08/29/234CONFORMED DOCUMENTSMJHADS10/20/23CONSULTANTS, INC.XREFS: 21013 plan-ex.dwg; 21013 sheet-key.dwg; 21013 geom-pro.dwg IMAGES:DRAWING: 21013 geo.dwg LAYOUT: L1DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371GEOMETRIC LAYOUTWINCHESTER REGIONAL AIRPORT3-51-0059-042-2021 (DESIGN)21013MJHADS/RSYMAY 20231448 1" = 30'RECONSTRUCT TERMINAL APRON - PHASE 2PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 geo.dwg, L1, 2/29/2024 1:16:22 PM, MHerzing
SCALE: 1"=30'300FEET3060NSHEET INDEX14NOTES1.ALL STATIONS AND OFFSETS GIVEN WITH RESPECTTO BASELINE "A" (TAXIWAY A CENTERLINE) UNLESSOTHERWISE NOTED.2.THE CONTRACTOR SHALL VERIFY BENCHMARKINFORMATION PRIOR TO CONSTRUCTION. ANYDISCREPANCIES SHALL BE IMMEDIATELYREPORTED TO THE ENGINEER.3.THE CONTRACTOR SHALL FIELD STAKE ALL EDGESOF PAVEMENT PRIOR TO CONSTRUCTION. ANYDISCREPANCIES SHALL BE IMMEDIATELYREPORTED TO THE ENGINEER.4.REFER TO "GENERAL LAYOUT" SHEET FORBENCHMARK INFORMATION.5.REFER TO "PAVEMENT TIE-IN DETAIL".6.REFER TO "OVERLAY TRANSITION DETAIL".7.REFER TO "FILLET WIDENING DETAIL".LEGENDEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAPROPOSED TAXIWAY SAFETY AREAPROPOSED TAXILANE SAFETY AREAPROPOSED TAXIWAY OBJECT FREE AREAPROPOSED TAXILANE OBJECT FREE AREAFUTURE DEVELOPMENTPROPOSED P-401 ASPHALT PAVEMENTPROPOSED P-401 ASPHALT OVERLAY PAVEMENTPROPOSED VARIABLE DEPTH MILL AND 2"±OVERLAY TIE-INPROPOSED R-315 ASPHALT APRON ACCESSPAVEMENTPROPOSED P-501 CONCRETE HARDSTANDPAVEMENTPROPOSED R-504 CONCRETE APRON ACCESSPAVEMENTPROPOSED SMALL AIRCRAFT PARKING ASPHALTPAVEMENTTOFATSATSATLSATOFATLOFA1533+0036+0039+0040+0041+0034+0035+0037+0038+00TLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFATSATSATSATSATSATSATSATSATSATSATOFATOFATOFATOFATSATSATSATSATSATLOFATLOFATLOFATLOFATLOFATLOFATOFATOFATLOFATLOFATLOFATSATSATSATSATSATSATSATLOFATLOFATSA33+0036+0039+0040+0041+0034+0035+0037+0038+0040+0034+0037+0038+5035+5032+50TAXIWAY ABASELINE "A"FUTURE TSA AND TOFA SHOWNFOR REFERENCE ONLY300' RT450' RT150' RT600' RT300' RT450' RT150' RT600' RTMATCHLINE SHEET 14STA 33+55±, 320'± RTSTA 33+55±, 361'± RTSTA 35+50±, 362'± RTSTA 35+50±, 490'± RTSTA 37+49±, 489'± RTSTA 37+49.00, 521.50' RTSTA 32+56.79, 472.00' RTSTA 32+43.79, 472.00' RTSTA 32+44±, 528'± RTSTA 32+57±, 528'± RTSTA 33+07±, 511'± RTSTA 33+67±, 511'± RTSTA 33+67±, 522'± RTSTA 33+31.00, 117.50' RTSTA 33+31.00, 82.50' RTFUTURE TERMINALBUILDING (BY OTHERS)NOT IN CONTRACTSTA 33+07±, 490'± RTNO.REVISIONSBYAPP.DATE3COST NEGOTIATION CHANGESMJHADS08/29/234CONFORMED DOCUMENTSMJHADS10/20/23CONSULTANTS, INC.XREFS: 21013 plan-ex.dwg; 21013 sheet-key.dwg; 21013 geom-pro.dwg IMAGES:DRAWING: 21013 geo.dwg LAYOUT: L2DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371GEOMETRIC LAYOUTWINCHESTER REGIONAL AIRPORT3-51-0059-042-2021 (DESIGN)21013MJHADS/RSYMAY 20231548 1" = 30'RECONSTRUCT TERMINAL APRON - PHASE 2PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 geo.dwg, L2, 2/29/2024 1:16:26 PM, MHerzing
SCALE: 1"=30'300FEET3060NSHEET INDEXLEGENDBORING LOCATION (APPROX)EXISTING SPOT ELEVATIONPROPOSED SPOT ELEVATIONEXISTING STRUCTURE NUMBERPROPOSED STRUCTURE NUMBEREXISTING DROP INLETPROPOSED DROP INLETPROPOSED STORM MANHOLEEXISTING AIRFIELD GUIDANCE SIGNEXISTING TAXIWAY LIGHTPROPOSED ELECTRICAL/UTILITY HANDHOLELIMITS OF DISTURBANCEEXISTING STORM DRAINPROPOSED STORM DRAINPROPOSED PVC DRAINAGE CONDUITPROPOSED UNDERDRAINEXISTING ELECTRICAL CONDUITEXISTING ELECTRICAL DUCTEXISTING GAS LINEEXISTING WATER LINEEXISTING FENCEPROPOSED F-162 BLACK VINYL CHAIN-LINKFENCEEXISTING RUNWAY OBJECT FREE AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAPROPOSED P-401 ASPHALT PAVEMENTPROPOSED P-401 ASPHALT OVERLAY PAVEMENTPROPOSED VARIABLE DEPTH MILL AND 2"±OVERLAY TIE-INPROPOSED R-315 ASPHALT APRON ACCESSPAVEMENTPROPOSED P-501 CONCRETE HARDSTANDPAVEMENTPROPOSED R-504 CONCRETE APRON ACCESSPAVEMENTPROPOSED SMALL AIRCRAFT PARKING ASPHALTPAVEMENTB-#918.33905.44EXXDXXHLODGASWXXROFATOFATSANOTES1.ALL STATIONS AND OFFSETS GIVEN WITH RESPECTTO BASELINE "A" (TAXIWAY A CENTERLINE) UNLESSOTHERWISE NOTED.2.REFER TO "DEMOLITION PLAN" SHEETS FORPAVEMENT REMOVAL AND MILLING LIMITS, ANDREMOVAL OF EXISTING STRUCTURES, LIGHTS, ETC.3.REFER TO "ELECTRICAL LAYOUT" SHEETS FORLOCATION AND DIMENSIONS OF PROPOSEDELECTRICAL ITEMS.4.REFER TO "EROSION AND SEDIMENT CONTROLLAYOUT" SHEETS FOR INSTALLATION OFPROPOSED EROSION AND SEDIMENT CONTROLMEASURES.5.SAWCUT NEAT VERTICAL FACE. MATCH EXISTINGGRADE. SEE PAVEMENT AND OVERLAY TIE-INDETAILS.161726+0027+0029+0030+0024+0025+0028+0031+0032+00TLOFATLOFATLOFATLOFATSATSATSATSATSATSATSATSATSATOFATOFATOFATSATSATSATSATSATLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFAXXXXXXXXXXXXXXXTOFATOFATSATSATSATSATSATSATSAXXXXXXXXX720730730719.5722.3722.4724.1724.4727.5728.6729.1729.1728.7729.2729.2729.1728.2727.3725.2728.6725.9726.6728.9729.1727.2725.7726.6728.4724.6724.4724.4722.6724.6728.4728.9727.7731.3735.6735.6725.5723.9724.8723.2722.3721.7725732.7734.8729.4730730.2731.4731.3731.5733.4733.3732.3732.2732.4731.6731.6727.8728.2728.6727.7728.2731.1731.4732.7729.8729.5725.5735.1719.06719.28719.27719.48719.43719.64719.66719.80719.78719.90719.95720.04720.16720.20720.38720.32720.55720.42720.72720.53720.87720.71721.05720.80720.93721.00721.32721.09721.28721.25721.31721.37721.33721.447227237247257267287197187197197187187197207217197187227207177177187187197217167167177187197177187197207217197207197187187217267277177
1
8718718719 7197197
1
9
7207207
2
5728
72772472572572472372372372072172272372071971871772026+0027+0029+0030+0024+0025+0028+0031+0032+0025+0028+0031+0029+5026+50B-5B-1B-6B-2TAXIWAY ABASELINE "A"23+50DenseDenseDenseGuyGuyGuyDenseDenseDenseE106E107E10824" RCPINV.=715.3915" RCPINV.=718.7315" RCPINV.=718.49ELEC. VAULTELEC. VAULT15" SLCPP12" SLCPPJJE503E502E502AE50118" RCP18" RCP18" RCPHFME201600' RT600' RTBUFFLICK ROAD300' RT450' RT150' RT300' RT450' RT150' RTMATCHLINE SHEET 1715" SLCPP15" SLCPP15" SLCPP15" SLCPPD201.3D201.2D201.4DRAINAGE SUMMARYD201.2 18" CATCH BASINGRATE ELEV.= 718.7515" INV. IN (D201.1)= 714.224" INV. IN = 714.2215” INV. OUT (201.4)= 714.12STA 31+69.79, 501.79' RTD201.3 18" CATCH BASINGRATE ELEV.= 718.0015” INV. OUT (D201.4)= 713.62STA 30+55.80, 502.04' RTD201.4VDOT STD MANHOLETOP ELEV. = 720.3015” INV. IN (D201.2)= 713.3015" INV. IN (D201.3)= 713.3015'" INV. OUT (E201)= 713.20STA 30+87.80, 502.21' RTE201EXISTING MANHOLEEX TOP ELEV.= 720.25±15" INV. IN (D201.4)= 712.88EX 15" IN OUT (E202)= 711.88±STA 30+88±, 534'± RTPIPE SUMMARYD201.1 - D201.2 112 LF - 15” SLCPP SLOPE = 1.00%D201.2 - D201.4 82 LF - 15” SLCPP SLOPE = 1.00%D201.3 - D201.4 32 LF - 15” SLCPP SLOPE = 1.00%D201.4 - E201 32 LF - 15" SLCPP SLOPE = 1.00%NOTE 5NOTE 5NOTE 5NOTE 5BEGIN GRASS CHANNEL #1,STA 30+00±, 172'± RT, BL "A"STA 10+00.00, BL "GRASS SWALE"FUTURE TERMINALBUILDING (BY OTHERS)TIE DRAINAGE CONDUITINTO PROPOSED INLET4" DRAINAGE CONDUIT4" DRAINAGE CONDUIT4" DRAINAGE CONDUITLONG RADIUS BEND4" PVC4" PVC4" PVCHHHELECTRICAL HANDHOLES SHOWN FORCLARITY. SEE "ELECTRICAL LAYOUT" SHEETSFOR ADDITIONAL INFORMATION ANDLOCATION OF CONDUITS. (TYP)10 LF, 6" DIAMETER,SCHEDULE 40 PERFORATEDPVC PIPE (TYP)4:1BEGIN DITCH 2% TO TIE-INSTA 28+97.7±, 598.9'± RTBEGIN 4% DITCH SLOPESTA 28+97.7±, 548.9'± RTNOT IN CONTRACTNOT IN CONTRACTLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD10+0011+0012+00720720720719721721722722723723724724720720720718719719719719719720720720717718718719721721722721.68721.53721.38720.94720.65720.36720.79720.50720.21720.93720.64720.35720.06720.78720.50720.21719.92720.63720.35720.08719.80720.48720.21719.94719.68720.33720.07719.82719.56720.18719.92719.69719.45720.03719.80719.56719.32719.52719.02718.25718.75718.00718.33719.18719.00719.00719.77721.05721.18720.30720.07719.95719.77719.64719.56719.49719.30719.16719.06719.83719.71719.33719.26718.92718.85718.75720.34718.00720.20720.13719.76719.66719.52719.37719.31719.21718.82718.84718.88719.00719.07719.18719.95719.87721.08720.79720.49720.19720.34720.64720.94721.23721.38721.08720.78720.50720.61720.91721.50721.80721.20721.16NO.REVISIONSBYAPP.DATE3COST NEGOTIATION CHANGESMJHADS08/29/234CONFORMED DOCUMENTSMJHADS10/20/23CONSULTANTS, INC.XREFS: 21013 plan-ex.dwg; 21013 sheet-key.dwg; 21013 topo-ex.dwg; 21013 geom-pro.dwg; 21013 topo-pro.dwg IMAGES:DRAWING: 21013 grd.dwg LAYOUT: L1DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371GRADING & DRAINAGEWINCHESTER REGIONAL AIRPORT3-51-0059-042-2021 (DESIGN)21013MJHADS/RSYMAY 20231648 1" = 30'RECONSTRUCT TERMINAL APRON - PHASE 2PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 grd.dwg, L1, 2/29/2024 1:17:03 PM, MHerzing
SCALE: 1"=30'300FEET3060NSHEET INDEXLEGENDBORING LOCATION (APPROX)EXISTING SPOT ELEVATIONPROPOSED SPOT ELEVATIONEXISTING STRUCTURE NUMBERPROPOSED STRUCTURE NUMBEREXISTING DROP INLETPROPOSED DROP INLETPROPOSED STORM MANHOLEEXISTING AIRFIELD GUIDANCE SIGNEXISTING TAXIWAY LIGHTPROPOSED ELECTRICAL/UTILITY HANDHOLELIMITS OF DISTURBANCEEXISTING STORM DRAINPROPOSED STORM DRAINPROPOSED PVC DRAINAGE CONDUITPROPOSED UNDERDRAINEXISTING ELECTRICAL CONDUITEXISTING ELECTRICAL DUCTEXISTING GAS LINEEXISTING WATER LINEEXISTING FENCEPROPOSED F-162 BLACK VINYL CHAIN-LINKFENCEEXISTING RUNWAY OBJECT FREE AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAPROPOSED P-401 ASPHALT PAVEMENTPROPOSED P-401 ASPHALT OVERLAY PAVEMENTPROPOSED VARIABLE DEPTH MILL AND 2"±OVERLAY TIE-INPROPOSED R-315 ASPHALT APRON ACCESSPAVEMENTPROPOSED P-501 CONCRETE HARDSTANDPAVEMENTPROPOSED R-504 CONCRETE APRON ACCESSPAVEMENTPROPOSED SMALL AIRCRAFT PARKING ASPHALTPAVEMENTB-#918.33905.44EXXDXXHLODGASWXXROFATOFATSANOTES1.ALL STATIONS AND OFFSETS GIVEN WITH RESPECTTO BASELINE "A" (TAXIWAY A CENTERLINE) UNLESSOTHERWISE NOTED.2.REFER TO "DEMOLITION PLAN" SHEETS FORPAVEMENT REMOVAL AND MILLING LIMITS, ANDREMOVAL OF EXISTING STRUCTURES, LIGHTS, ETC.3.REFER TO "ELECTRICAL LAYOUT" SHEETS FORLOCATION AND DIMENSIONS OF PROPOSEDELECTRICAL ITEMS.4.REFER TO "EROSION AND SEDIMENT CONTROLLAYOUT" SHEETS FOR INSTALLATION OFPROPOSED EROSION AND SEDIMENT CONTROLMEASURES.5.SAWCUT NEAT VERTICAL FACE. MATCH EXISTINGGRADE. SEE PAVEMENT AND OVERLAY TIE-INDETAILS.161733+0036+0039+0040+0041+0034+0035+0037+0038+00TLOFATLOFATLOFATLOFATSATSATSATSATSATSATSATSATSATSATOFATOFATOFATOFATSATSATSATSATSATLOFATLOFATLOFATLOFATLOFATLOFAXXXXXXXXXXXXTOFATOFATLOFATLOFATLOFATSATSATSATSATSATSATSATLOFATLOFATSA710710715720720708.9708.4707.5708.6708.7708.5708.9708.4708.8709.1706.7706.5712.6706.2706.2707.4708.7709.2709.2708.9708.7709.2708.8708.8708.9709.1709.1708.1708.5705.4705.6708.4709.1706.7709.6704.9708.1709.2709.1709.2708.7708.4706.7704.4708.9708.9703.9709.51709.66709.27709.85709.73709.99710.02710.24710.21710.48710.37710.727197187177167157147177167157147137137127207197187167147187197207167107137147157167147157167157167177177177177167
1
6
7167167
1
6
7167
1
7
7
1
7
7177177187187187157157
1
5715715715710714713714713713
71471371371371271271171071433+0036+0039+0040+0041+0034+0035+0037+0038+0040+0034+0037+0038+5035+5032+50B-3B-8B-4TAXIWAY ABASELINE "A"CBCBPipePipePipeFH708.2708.5E118E119E120E201E203E202ELEC. VAULTELEC. VAULTTELE. PED.36" RCPINV.=704.54STUB2-6" PVCJJJJHHS18" SLCPPE101.1E101E501E603AE602E601E506E508E507E50518" RCP6" PVC18" RCP24" RCP30" RCP30" RCP36" RCPPPJJJ24" RCP24" RCPFUEL FARMPOWERGATEPOWERFUEL FARM/GATE PANEL(S)300' RT450' RT150' RT300' RT450' RT150' RTMATCHLINE SHEET 16600' RT600' RT15" SLCPPD201.1D504DRAINAGE SUMMARYD201.1 18" CATCH BASINGRATE ELEV.= 718.2515” INV. OUT (D201.2)= 715.34STA 32+81.79, 501.79' RTD504RELOCATED VDOT DI-7 DROP INLET WITHOWNER-PROVIDED TYPE A-III GRATETOP INLET ELEV. = 713.40 30" INV. OUT (E505)= 709.61± STA 34+62±, 172'± RTPIPE SUMMARYSEE SHEET 16 FOR PIPE SUMMARYNOTE 5NOTE 5NOTE 5NOTE 5NOTE 5END GRASS CHANNEL #1,STA 34+60±, 172'± RT, BL "A"STA 14+62±, BL "GRASS SWALE"FUTURE TERMINALBUILDING (BY OTHERS)2" DRAINAGECONDUIT (NOSEPARATE PAY ITEM) BEACON CONTROL CONDUIT.SEE ELECTRICAL LAYOUT.NOT IN CONTRACTLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD13+0014+0014+62715715715714714716716717717717718718719715715720713714716716717717717718719720719720.03719.80719.56719.32719.88719.67719.45719.21719.73719.52719.31719.11719.58719.28719.08718.91719.31719.06718.82718.64719.03718.79718.55718.31718.76718.52718.31718.07718.44718.22718.01717.80718.14717.92717.69717.47717.83717.60717.39717.16717.51717.29717.08716.92718.16718.24719.06718.97718.86718.76718.50718.85719.38719.19719.10718.89718.80718.58718.50718.28718.20717.97717.90717.63717.60717.52717.45717.37717.30717.22717.15717.10719.00719.35718.25720.84720.90715.94715.49715.06714.73714.52714.55714.94716.15714.09713.40713.55713.79715.66714.39713.70713.65713.74716.50715.27714.48714.45714.42717.05716.87716.76716.55717.84717.57717.26717.00716.80718.73718.63718.62718.61718.39717.18717.14717.08716.99716.91716.90716.94716.96718.00NO.REVISIONSBYAPP.DATE3COST NEGOTIATION CHANGESMJHADS08/29/234CONFORMED DOCUMENTSMJHADS10/20/23CONSULTANTS, INC.XREFS: 21013 plan-ex.dwg; 21013 sheet-key.dwg; 21013 topo-ex.dwg; 21013 geom-pro.dwg; 21013 topo-pro.dwg IMAGES:DRAWING: 21013 grd.dwg LAYOUT: L2DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371GRADING & DRAINAGEWINCHESTER REGIONAL AIRPORT3-51-0059-042-2021 (DESIGN)21013MJHADS/RSYMAY 20231748 1" = 30'RECONSTRUCT TERMINAL APRON - PHASE 2PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 grd.dwg, L2, 2/29/2024 1:17:13 PM, MHerzing
700697696696695694693692691703698697696699700699700700700696697698699701702695696697698705701702703704085093116710711711710705710700710705710705705708705705700SignHWHWSignRock(s)HWSignGuyE152E151TOP= 702.003" PVCINV. = 697.43||||||||||||||||||8'CLF8'CLF8'CLF36" RCP36" RCP18" RCP21" RCP300' RT450' RT600' RT300' RT450' RT600' RT70270170069969869769669569569669769869970571069669769869970570470370270170070069970069169269369469669669770071+5073+0074+5076+0071+5073+0074+5076+00SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SFSFSFSFSFMINIMUM 10' LONG SILT FENCE ROCK CHECKDAM. PLACE IN LOW AREAS OF SILT FENCEOR AS ORDERED BY THE ENGINEER TYP.SEE "SILT FENCE ROCK CHECK DAM DETAIL"(NO SEPARATE PAY ITEM)PLACE VDOT EC-2 SOILSTABILIZATION MATTING ONSLOPES OF STOCKPILE ASSHOWN OR AS SPECIFIEDBY THE ENGINEERMINIMUM 10' LONG SILT FENCE ROCKCHECK DAM. PLACE IN LOW AREAS OF SILTFENCE OR AS ORDERED BY THE ENGINEER.SEE "SILT FENCE ROCK CHECK DAM DETAIL"(NO SEPARATE PAY ITEM)STA 74+76.09, 276.05' RTSTA 71+74.93, 392.48' RTSTA 71+30.51,425.11' RTSTA 71+09.57, 523.46' RTSTA 73+61.04,490.45' RTSTA 74+22.19, 486.60' RTSTA 75+00.11,437.44' RTSTA 75+23.14,350.32' RTEXISTINGRIPRAPEXISTINGRIPRAPSTA 74+00.01, 494.02' RTLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLODLODLODLODLOD700705710710715715701702703704706706707707708708709709711711712712713713714714716716717717710715715720720706707708709711711712712713713714714716716717717718718719719700705710715701702703704706707708709711712713714716STOCKPILE CAPACITY:± 6,000 CY MAX HEIGHT MAY VARY DUE TO EXCESS WASTE MATERIAL,SIDE SLOPES SHALL BE NO GREATER THAN 4:1 MAXIMUMSTOCKPILE ELEVATION:720.00 MSL FOR ANY EXCESS WASTE COORDINATE WITH THE ENGINEER FORPOTENTIAL WASTE AREA EXPANSION TO THE IMMEDIATE EAST OF THIS SITE.SCALE: 1"=20'FEET0204020SHEET INDEXLEGENDEXISTING SPOT ELEVATIONEXISTING STRUCTURE NUMBEREXISTING DROP INLETEXISTING FLARED END SECTIONEXISTING ENDWALL/HEADWALL/WINGWALLEXISTING STORM MANHOLEEXISTING SLIDING GATESTONE CONSTRUCTION ENTRANCEFENCE GATE NUMBERPROPOSED CULVERT INLET PROTECTIONEXISTING STORM DRAINEXISTING DITCHEXISTING FENCEPROPOSED SILT FENCELIMITS OF DISTURBANCEEXISTING AIRPORT PROPERTY LINEEXISTING RUNWAY PROTECTION ZONESOIL STABILIZATION MATTINGSILT FENCE ROCK CHECK DAM918.33EXX1XSFLODRPZNOTESN1.ALL STATIONS AND OFFSETS ARE BASED ONBASELINE “A” UNLESS OTHERWISE NOTED.2.SEED AND MULCH IN ACCORDANCE WITH ITEMST-901 AND T-908 OF THE SPECIFICATIONS.3.INSTALL CONSTRUCTION ENTRANCE AS REQUIREDTO PREVENT TRACKING OF MATERIAL ONTOPRIVATE OR PUBLIC PAVEMENTS SEE GENERALLAYOUT FOR CONSTRUCTION ENTRANCELOCATION.NO.REVISIONSBYAPP.DATE4CONFORMED DOCUMENTSMJHADS10/20/23CONSULTANTS, INC.XREFS: 21013 plan-ex.dwg; 21013 topo-ex.dwg; 21013 sheet-key.dwg; 21013 topo-pro.dwg IMAGES:DRAWING: 21013 wta.dwg LAYOUT: L1DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371STOCKPILE GRADING AREAWINCHESTER REGIONAL AIRPORT3-51-0059-042-2021 (DESIGN)21013MJHADS/RSYMAY 20231848 1" = 20'RECONSTRUCT TERMINAL APRON - PHASE 2184.FINAL CONTOURS SHOWN IN STOCKPILE GRADINGPLAN ARE APPROXIMATE. FINAL GRADES SHALL BEADJUSTED BASED ON REQUIRED MATERIAL FOREMBANKMENT.5.FINAL STOCKPILE GRADING PLAN SHALL MAINTAINPOSITIVE DRAINAGE AND PRESERVE EXISTINGDRAINAGE PATTERNS.PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 wta.dwg, L1, 2/29/2024 1:17:44 PM, MHerzing
SCALE: 1"=30'300FEET3060NSHEET INDEXLEGENDBORING LOCATION (APPROX)EXISTING STRUCTURE NUMBERPROPOSED STRUCTURE NUMBEREXISTING DROP INLETPROPOSED DROP INLETPROPOSED STORM MANHOLEEXISTING AIRFIELD GUIDANCE SIGNEXISTING TAXIWAY LIGHTPROPOSED INLET PROTECTIONPROPOSED ROCK CHECK DAMPROPOSED SILT FENCEPROPOSED SEDIMENT RETENTION ROLLLIMITS OF DISTURBANCEEXISTING STORM DRAINPROPOSED STORM DRAINEXISTING GAS LINEEXISTING WATER LINEEXISTING FENCEPROPOSED F-162 CHAIN-LINK FENCEPROPOSED ORNAMENTAL FENCEEXISTING RUNWAY OBJECT FREE AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREASOIL STABILIZATION MATTINGPROPOSED P-401 ASPHALT PAVEMENTPROPOSED P-401 ASPHALT OVERLAY PAVEMENTPROPOSED VARIABLE DEPTH MILL AND 2"±OVERLAY TIE-INPROPOSED R-315 ASPHALT APRON ACCESSPAVEMENTPROPOSED P-501 CONCRETE HARDSTANDPAVEMENTPROPOSED R-504 CONCRETE APRON ACCESSPAVEMENTPROPOSED SMALL AIRCRAFT PARKING ASPHALTPAVEMENTB-#EXXDXXSFSSLODGASWXXFFROFATOFATSANOTES1.ALL STATIONS AND OFFSETS GIVEN WITH RESPECTTO BASELINE "A" (TAXIWAY A CENTERLINE) UNLESSOTHERWISE NOTED.2.EROSION AND SEDIMENT CONTROL MEASURESFOR THE STOCKPILE AREA ARE SHOWN ON THECORRESPONDING GRADING & DRAINAGE LAYOUTSHEETS.1920EC-226+0027+0029+0030+0024+0025+0028+0031+0032+00XXXXXXXXXXXXXXXXXXXXXXXX720730730725730719.06719.28719.27719.48719.43719.64719.66719.80719.78719.90719.95720.04720.16720.20720.38720.32720.55720.42720.72720.53720.87720.71721.05720.80720.93721.00721.32721.09721.28721.25721.31721.37721.33721.447227237247257267287197187197197187187197207217197187227207177177187187197217167167177187197177187197207217197207197187187217267277177
1
8718718719 7197197
1
9
7207207
2
5728
72772472572572472372372372072172272372071971871772026+0027+0029+0030+0024+0025+0028+0031+0032+0025+0028+0031+0029+5026+50B-5B-1B-6B-2TAXIWAY ABASELINE "A"23+50DenseDenseDenseGuyGuyGuyDenseDenseDenseE106E107E10824" RCPINV.=715.3915" RCPINV.=718.7315" RCPINV.=718.49ELEC. VAULTELEC. VAULTPAINT STRIPEPAINT STRIPE15" SLCPP12" SLCPPJJE503E502E502AE50118" RCP18" RCP18" RCPHFME201OLD BUFFLICK ROADMATCHLINE SHEET 20600' RT600' RT300' RT450' RT150' RT300' RT450' RT150' RT15" SLCPP15" SLCPPD201.3D201.2D201.415" SLCPP15" SLCPPSFSFSFSFSFSFSFSFSFSFSFMINIMUM 10' LONG SILT FENCE ROCK CHECKDAM. PLACE IN LOW AREAS OF SILT FENCEOR AS ORDERED BY THE ENGINEER. SEE"SILT FENCE ROCK CHECK DAM DETAIL" (NOSEPARATE PAY ITEM)STA 27+90.89, 606.17' RTSTA 29+04.62, 606.39' RTSTA 29+05.42, 565.11' RTSTA 29+18.23,541.54' RTSTA 29+80.59,543.50' RTEC-2NOT IN CONTRACTNOT IN CONTRACTLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD10+0011+0012+00720720720719721721722722723723724724720720720718719719719719719720720720717718718719721721722NO.REVISIONSBYAPP.DATE3COST NEGOTIATION CHANGESMJHADS08/29/234CONFORMED DOCUMENTSMJHADS10/20/23CONSULTANTS, INC.XREFS: 21013 plan-ex.dwg; 21013 sheet-key.dwg; 21013 topo-ex.dwg; 21013 geom-pro.dwg; 21013 topo-pro.dwg IMAGES:DRAWING: 21013 esc.dwg LAYOUT: L1DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371EROSION & SEDIMENTCONTROL LAYOUTWINCHESTER REGIONAL AIRPORT3-51-0059-042-2021 (DESIGN)21013MJHADS/RSYMAY 20231948 1" = 30'RECONSTRUCT TERMINAL APRON - PHASE 2PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 esc.dwg, L1, 2/29/2024 1:18:10 PM, MHerzing
SCALE: 1"=30'300FEET3060NSHEET INDEXLEGENDBORING LOCATION (APPROX)EXISTING STRUCTURE NUMBERPROPOSED STRUCTURE NUMBEREXISTING DROP INLETPROPOSED DROP INLETPROPOSED STORM MANHOLEEXISTING AIRFIELD GUIDANCE SIGNEXISTING TAXIWAY LIGHTPROPOSED INLET PROTECTIONPROPOSED ROCK CHECK DAMPROPOSED SILT FENCEPROPOSED SEDIMENT RETENTION ROLLLIMITS OF DISTURBANCEEXISTING STORM DRAINPROPOSED STORM DRAINEXISTING GAS LINEEXISTING WATER LINEEXISTING FENCEPROPOSED F-162 CHAIN-LINK FENCEPROPOSED ORNAMENTAL FENCEEXISTING RUNWAY OBJECT FREE AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREASOIL STABILIZATION MATTINGPROPOSED P-401 ASPHALT PAVEMENTPROPOSED P-401 ASPHALT OVERLAY PAVEMENTPROPOSED VARIABLE DEPTH MILL AND 2"±OVERLAY TIE-INPROPOSED R-315 ASPHALT APRON ACCESSPAVEMENTPROPOSED P-501 CONCRETE HARDSTANDPAVEMENTPROPOSED R-504 CONCRETE APRON ACCESSPAVEMENTPROPOSED SMALL AIRCRAFT PARKING ASPHALTPAVEMENTB-#EXXDXXSFSSLODGASWXXFFROFATOFATSANOTES1.ALL STATIONS AND OFFSETS GIVEN WITH RESPECTTO BASELINE "A" (TAXIWAY A CENTERLINE) UNLESSOTHERWISE NOTED.2.EROSION AND SEDIMENT CONTROL MEASURESFOR THE STOCKPILE AREA ARE SHOWN ON THECORRESPONDING GRADING & DRAINAGE LAYOUTSHEETS.1920EC-233+0036+0039+0040+0041+0034+0035+0037+0038+00XXXXXXXXXXXX710710715720720709.51709.66709.27709.85709.73709.99710.02710.24710.21710.48710.37710.727197187177167157147177167157147137137127207197187167147187197207167107137147157167147157167157167177177177177167
1
6
7167167
1
6
7167
1
7
7
1
7
7177177187187187157157
1
5715715715710714713714713713
71471371371371271271171071433+0036+0039+0040+0041+0034+0035+0037+0038+0040+0034+0037+0038+5035+5032+50B-3B-8B-4TAXIWAY ATAXIWAY ABASELINE "A"CBCBPipePipePipeFH708.2708.5E118E119E120E201E203E202ELEC. VAULTELEC. VAULTTELE. PED.36" RCPINV.=704.54PAINT STRIPESTUB2-6" PVCJJJJHHS18" SLCPPE101.1E101E501E603AE602E601E506E508E507E50518" RCP6" PVC18" RCP24" RCP30" RCP30" RCP36" RCPPPJJJ24" RCP24" RCPFUEL FARMPOWERGATEPOWERMATCHLINE SHEET 19300' RT450' RT150' RT300' RT450' RT150' RT600' RT600' RTSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSTA 33+69.67,581.28' RTSTA 35+10.30, 573.65' RTSTA 35+32.29, 596.12' RTSTA 37+48.63, 579.84' RTSTA 37+79.63, 533.59' RTSTA 37+78.91, 471.95' RT15" SLCPPD201.1D504MINIMUM 10' LONG SILT FENCE ROCK CHECKDAM. PLACE IN LOW AREAS OF SILT FENCEOR AS ORDERED BY THE ENGINEER. SEE"SILT FENCE ROCK CHECK DAM DETAIL" (NOSEPARATE PAY ITEM)NOT IN CONTRACTLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD13+0014+0014+62715715715714714716716717717717718718719715715720713714716716717717717718719720719INSTALL SILT FENCE IN WORK AREA CAS DIRECTED BY THE ENGINEERNO.REVISIONSBYAPP.DATE3COST NEGOTIATION CHANGESMJHADS08/29/234CONFORMED DOCUMENTSMJHADS10/20/23CONSULTANTS, INC.XREFS: 21013 plan-ex.dwg; 21013 sheet-key.dwg; 21013 topo-ex.dwg; 21013 geom-pro.dwg; 21013 topo-pro.dwg IMAGES:DRAWING: 21013 esc.dwg LAYOUT: L2DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371EROSION & SEDIMENTCONTROL LAYOUTWINCHESTER REGIONAL AIRPORT3-51-0059-042-2021 (DESIGN)21013MJHADS/RSYMAY 20232048 1" = 30'RECONSTRUCT TERMINAL APRON - PHASE 2PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 esc.dwg, L2, 2/29/2024 1:18:14 PM, MHerzing
SOIL SURVEY MAPNTSSOURCE OF MAP: NATURAL RESOURCES CONSERVATION SERVICEWEB SOIL SURVEY URL:HTTP://WEBSOILSURVEY.NRCS.USDA.GOVSOIL SURVEY AREA:FREDERICK COUNTY, VIRGINIASURVEY AREA DATA:VERSION 8, DECEMBER 11, 2013EROSION AND SEDIMENT CONTROL NARRATIVE AND NOTES:1.PROJECT DESCRIPTIONTHE PURPOSE OF THIS PROJECT AT WINCHESTER REGIONAL AIRPORT IS TO EXPAND THE AIRPORTTERMINAL APRON. THE PROJECT INCLUDES OVERLAYING A PORTION OF THE EXISTING APRON,INSTALLING AIRCRAFT PARKING HARDSTANDS AND DEMOLISHING THE EXISTING TERMINAL BUILDING.RUNOFF FROM ALL DISTURBED AREAS ASSOCIATED WITH THIS PROJECT SHALL BE INTERCEPTED BYSILT FENCE, INLET PROTECTION, OR OTHER SEDIMENT TRAPPING DEVICES.2.EXISTING SITE CONDITIONSTHE PROJECT SITE IS IN AN AREA OF FLAT TO MODERATELY SLOPING TERRAIN, APPROXIMATELY 12.69ACRES IN SIZE.3.ADJACENT PROPERTYTHE PROJECT SITE IS BORDERED BY AIRPORT ROAD TO THE SOUTH AND BUFFLICK ROAD TO THEWEST. THE SITE DRAINS TO THREE OUTFALLS - OUTFALL A TO THE SOUTHEAST WHERE IT OUTFALLSFROM AIRPORT PROPERTY UNDER AIRPORT ROAD. OUTFALL B & C WHICH FLOW INTO THE DRAINAGECHANNELS ALONG THE RUNWAY INFIELD AND OUTFALL FROM AIRPORT PROPERTY ON THE NORTHSIDE OF THE RUNWAY. NO DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED.4.SOILSTHE FOLLOWING SOIL TYPES OCCUPY THE MAJORITY OF THE PROJECT AREA:-3B BLAIRTON SILT LOAM, 2 TO 7 PERCENT SLOPES, HSG C/D-9B CLEARBROOK CHANNERY SILT LOAM, 2 TO 7 PERCENT SLOPES, HSG C/D-41C WEIKERT-BERKS CHANNERY SILT LOAM, 8 TO 15 PERCENT SLOPES, HSG D5.CRITICAL EROSION AREASTHE POTENTIALLY CRITICAL AREAS ARE THE PROPOSED OUTFALLS FROM THE PROJECT SITE. INLETPROTECTION, CHECK DAMS, AND SILT FENCE WILL BE USED TO PROTECT OFFSITE AREAS FROMSEDIMENT DEPOSITION. THE OTHER CRITICAL AREAS ARE THE PROPOSED FILL SLOPES ASSOCIATEDWITH THIS PROJECT. WHEREVER GRADING IS NECESSARY, ADEQUATE PRECAUTIONS SHALL BE TAKENTO MINIMIZE EROSION AND TRAP SEDIMENT ON-SITE.6.EROSION AND SEDIMENT CONTROL MEASURESa.AIR, WATER, SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN ACCORDANCE WITHFEDERAL, STATE, AND LOCAL LAWS. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH),LATEST EDITION. INSTALLING, MAINTAINING AND REMOVAL OF EROSION AND SEDIMENT CONTROLMEASURES SHALL BE PAID UNDER THEIR RESPECTIVE PAY ITEMS. THE EROSION AND SEDIMENTCONTROL MEASURES SHOWN ON THE PLANS ARE CONSIDERED MINIMAL STEPS AND ADDITIONALEROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED, DEPENDING UPON THE FINALCONSTRUCTION PHASING PROPOSED BY THE CONTRACTOR. NO SEPARATE PAYMENT WILL BEMADE FOR ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES FOUND NECESSARYUNDER THIS PROJECT DUE TO THE CONTRACTOR'S SEQUENCE OF WORK.b.PERMANENT OR TEMPORARY SOIL STABILIZATION MUST BE APPLIED TO DENUDED AREAS WITHINSEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. SOILSTABILIZATION MUST ALSO BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS WHICH MAYNOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNWORKED) FOR LONGER THAN THIRTY(30) DAYS. SOIL STOCKPILES MUST BE STABILIZED OR PROTECTED WITH SOIL STABILIZATIONAND/OR SEDIMENT TRAPPING MEASURES TO PREVENT SOIL LOSS.c.PERMANENT SEEDING COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISEPERMANENTLY STABILIZED.d.PROPERTIES ADJACENT TO THE PROJECT SITE SHALL BE PROTECTED FROM SEDIMENTDEPOSITS.e.SEDIMENT BASINS, PERIMETER DIKES, SEDIMENT BARRIERS, INLET PROTECTION AND OTHERMEASURES INTENDED TO TRAP SEDIMENT ON-SITE MUST BE CONSTRUCTED AS THE FIRST STEPIN GRADING AND MUST BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKESPLACE. EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS MUST BE SEEDED ANDMULCHED IMMEDIATELY AFTER INSTALLATION.f.CUT AND FILL SLOPES MUST BE CONSTRUCTED IN A MANNER WHICH WILL MINIMIZE EROSION(VESCH STANDARD SPECIFICATION 3.29). SLOPES WHICH ARE FOUND TO BE ERODINGEXCESSIVELY WITHIN ONE (1) YEAR OF CONSTRUCTION MUST BE PROVIDED, BY THECONTRACTOR, WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM ISCORRECTED.g.WHENEVER CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS,PROVISIONS MUST BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT (MUD) BY RUNOFF ORVEHICLE TRACKING ON TO PAVED SURFACES (VESCH STANDARD SPECIFICATION 3.02). WHERESEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANEDTHOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE SWEPT OR MANUALLY REMOVEDAND PLACED IN A DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENTIS REMOVED IN THIS MANNER. THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN ALL OF THETEMPORARY STONE CONSTRUCTION ENTRANCES SHOWN ON THE PLANS.h.ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL PRACTICES MUST BEMAINTAINED AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIRINTENDED FUNCTION.i.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DISPOSED OF WITHIN THIRTY (30)DAYS AFTER THE FINAL SITE STABILIZATION IS ACHIEVED OR AFTER TEMPORARY MEASURES ARENO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER. THE TEMPORARYEROSION AND SEDIMENT CONTROL MEASURES SHALL BE DISPOSED OF AS ORDERED BY THEENGINEER.j.NO EROSION CONTROL STRUCTURES SHALL BE REMOVED WITHOUT THE APPROVAL OF THECOUNTY OF FREDERICK EROSION AND SEDIMENT CONTROL MANAGER.k.SEDIMENT REMOVAL FROM THE EROSION CONTROL STRUCTURES SHALL BE DISPOSED OF INAREAS PROTECTED BY EROSION CONTROL DEVICES OR AS ORDERED BY THE ENGINEER.l.ALL STORM SEWER INLETS WHICH ARE OPERATIONAL DURING CONSTRUCTION SHALL BEPROTECTED SO THAT SEDIMENT LADEN WATER WILL NOT ENTER THE CONVEYANCE SYSTEMWITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT (VESCHSTANDARD 3.07, STORM DRAIN INLET PROTECTION).m.THE CONTRACTOR SHALL OBTAIN ANY LAND DISTURBING AND/OR EROSION AND SEDIMENTCONTROL PERMIT FROM THE COUNTY OF FREDERICK EROSION CONTROL OFFICER AND POST THEREQUIRED EROSION CONTROL BOND.n.TOPSOIL STRIPPED FROM THE SITE SHALL BE STOCKPILED, AS ORDERED BY THE ENGINEER. NOMEASUREMENT WILL BE MADE FOR EXCAVATING AND STOCKPILING OF THE TOPSOIL. THIS WORKSHALL BE CONSIDERED INCIDENTAL TO THE PROJECT.o.IF ADDITIONAL DISTURBANCE FOR OFF-SITE SUPPORT FACILITIES (I.E., DISPOSAL SITE, BORROWSITES, STAGING AREAS, ETC.) ARE WARRANTED, THE CONTRACTOR SHALL COORDINATE THEREVIEW AND APPROVAL OF THESE AREAS WITH FREDERICK COUNTY PRIOR TO THEDISTURBANCE OCCURRING.p.SPECIAL ATTENTION TO DUST CONTROL WILL BE REQUIRED DURING THE COURSE OF THEPROJECT. THE USE OF WATER OR DUST CONTROL AGENT SHALL BE ANTICIPATED. THE ENGINEERAND/OR OWNER RESERVES THE RIGHT TO HALT WORK OR HAULING IN NON-CONFORMING AREASIF CORRECTIVE ACTION ARE NOT PROMPTLY TAKEN BY THE CONTRACTOR TO CONTROL DUST.7.STRUCTURAL PRACTICESa.TEMPORARY STONE CONSTRUCTION ENTRANCE - 3.02THIS DEVICE SHALL BE INSTALLED AT ALL POINTS OF CONSTRUCTION ACCESS TO PUBLICROADWAYS.b.SILT SOCK (SEDIMENT RETENTION ROLL) - 3.05THIS DEVICE WILL BE INSTALLED IN THE LOCATIONS SHOWN ON THE PLANS, OR AS ORDERED BYTHE ENGINEER.c.SILT FENCE - 3.05THIS DEVICE WILL BE INSTALLED IN THE LOCATIONS SHOWN ON THE PLANS, OR AS ORDERED BYTHE ENGINEER.d.STORM DRAIN INLET PROTECTION - 3.07ALL STORM DRAIN INLETS DRAINING DISTURBED AREAS SHALL BE PROTECTED DURINGCONSTRUCTION.e.CHECK DAMS - 3.20THIS DEVICE SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON THE PLANS. THE DEVICESSHALL BE USED TO REDUCE THE VELOCITY OF CONCENTRATED STORM WATER FLOWS, THEREBYREDUCING THE EROSION IN NEWLY CONSTRUCTED SWALES AND DITCHES.8.VEGETATIVE PRACTICESa.SURFACE ROUGHENING - 3.29SURFACE ROUGHENING SHALL BE COMPLETED ON ALL SLOPES STEEPER THAN 3:1 BY ONE OFTHE METHODS PRESENTED IN VESCH. SLOPES THAT ARE 3:1 OR FLATTER SHALL BE SLIGHTLYROUGHENED AND LOOSENED TO A DEPTH OF 2 TO 4 INCHES PRIOR TO SEEDING.b.TOPSOIL STOCKPILE - 3.30TOPSOIL SHALL BE STRIPPED, STOCKPILED AND THEN REDISTRIBUTED OVER THE AREAS TO BEPERMANENTLY SEEDED UPON REACHING FINAL GRADE. TOPSOIL STOCKPILE LOCATIONS SHALLBE APPROVED BY THE ENGINEER. SURPLUS TOPSOIL SHALL BE LEFT IN A NEAT, STABILIZEDSTOCKPILE.9.MANAGEMENT STRATEGIESa.CONSTRUCTION SHOULD BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND ENDAS QUICKLY AS POSSIBLE.b.SEDIMENT TRAPPING MEASURES SHALL BE INSTALLED AS A FIRST STEP IN GRADING AND SHALLBE SEEDED AND MULCHED IMMEDIATELY FOLLOWING INSTALLATION.c.EROSION CONTROL MATTING OR OTHER STABILIZATION SHALL FOLLOW IMMEDIATELY AFTERGRADING.d.AREAS WHICH ARE NOT TO BE DISTURBED SHALL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC.e.THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCEOF ALL EROSION AND SEDIMENT CONTROL PRACTICES.10.PERMANENT STABILIZATIONALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDINGIMMEDIATELY FOLLOWING FINISH GRADING. REGULAR SEEDING AND MULCHING SHALL BE INACCORDANCE WITH SPECIFICATION T-901 AND T-908, RESPECTIVELY.11.STORM WATER MANAGEMENTINSTALLATION OF A STORM WATER DETENTION AREA WILL REDUCE THE PEAK RUNOFF OF THECURRENT SYSTEM.12.MAINTENANCEIN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED WEEKLY ANDAFTER EACH SIGNIFICANT RAINFALL. THE FOLLOWING ITEMS SHALL BE CHECKED IN PARTICULAR.a.THE INLET PROTECTION DEVICES SHALL BE CHECKED REGULARLY FOR SEDIMENT CLEANOUT.b.THE GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP WHICH WILLPREVENT DRAINAGE. IF THE GRAVEL IS CLOGGED WITH SILT, IT SHALL BE REMOVED ANDCLEANED OR REPLACED.c.THE SILT FENCE BARRIERS SHALL BE CHECKED REGULARLY FOR UNDERMINING ORDETERIORATION.d.ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND OF GRASS ISMAINTAINED. AREAS SHOULD BE REPAIRED AND RESEEDED, AS NEEDED.13.SEQUENCE OF CONSTRUCTION1.CLEARLY MARK AREAS THAT ARE NOT TO BE DISTURBED.2.INSTALL TEMPORARY CONSTRUCTION ENTRANCES AS SHOWN ON THE PLANS.3.INSTALL SILT FENCE AS SHOWN ON THE PLANS.4.INSTALL INLET PROTECTION.5.BEGIN GRADING.6.INSTALL STONE CHECK DAMS.7.ADJUST EROSION AND SEDIMENT CONTROL MEASURES (SILT FENCE, ETC.) AS GRADINGPROGRESSES.8.INSPECT EROSION AND SEDIMENT CONTROL MEASURES WEEKLY AND AFTER EACH SIGNIFICANTRAINFALL. NEEDED REPAIRS SHALL BE MADE IMMEDIATELY.9.IMMEDIATELY AFTER ACHIEVING FINAL GRADE, SEED AND MULCH ALL DISTURBED AREAS.10.COMPLETE FINAL GRADING.11.INSTALL PERMANENT DITCH LININGS.12.UPON STABILIZATION OF ALL UPSTREAM AREAS, CONTRACT THE LOCAL EROSION CONTROL OFFICERFOR INSPECTION. AFTER APPROVAL, REMOVE THE EROSION AND SEDIMENT CONTROL MEASURESAND ACCUMULATED SEDIMENT. THE CONTRACTOR SHALL DISPOSE OF MATERIALS OFF-SITE ASORDERED BY THE ENGINEER. SEED AND MULCH ALL DISTURBED AREAS.NO.REVISIONSBYAPP.DATE4CONFORMED DOCUMENTSMJHADS10/20/23CONSULTANTS, INC.XREFS: IMAGES: OKV_Soil_Map.png;DRAWING: 21013 esn.dwg LAYOUT: L1DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371EROSION & SEDIMENTCONTROL NOTESWINCHESTER REGIONAL AIRPORT3-51-0059-042-2021 (DESIGN)21013MJHADS/RSYMAY 20232148 NONERECONSTRUCT TERMINAL APRON - PHASE 2PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 esn.dwg, L1, 2/29/2024 1:18:36 PM, MHerzing
SECTION B-BSECTION A-ACONCRETEREINFORCEDFILTER CLOTHCOURSE AGGREGATEVDOT #1 OF INGRESS AND EGRESS* MUST EXTEND FULL WIDTH OPERATIONB12' MIN.*DRAIN SPACE3.026'-7"12' MIN.POSITIVE DRAINAGETO SEDIMENTTRAPPING DEVICEPLAN VIEWMIN.10'3" MIN.3" MIN.10' MIN.PAVEMENTEXISTINGFILTER CLOTHSIDE ELEVATIONSTONE CONSTRUCTION ENTRANCEEXISTING GROUNDB5:1A6" MIN.70' MIN.(REQUIRED)WASHRACK70' MIN.A3'10' MIN.(OPTIONAL)MOUNTABLE BERMPAVEMENTEXISTINGEXTENSION OF FABRIC AND WIRE INTO THE TRENCH. (WITH WIRE SUPPORT)CONSTRUCTION OF A SILT FENCEFILTER FABRICWIREFLOW4"FLOWPLATE. 3.05-11. SET POSTS AND EXCAVATE A 4"X4"TRENCH UPSLOPE ALONG THELINE OF POSTS.2. STAPLE WIRE FENCING TOTHE POSTS.4. BACKFILL AND COMPACT THEEXCAVATED SOIL.3. ATTACH THE FILTER FABRIC TOTHE WIRE FENCE AND EXTENDIT INTO THE TRENCH.TABLE 3.35-AORGANIC MULCH MATERIALS AND APPLICATION RATESMULCHESRATES:NOTES:PER ACREPER 1000 SQ. FT.STRAW OR HAY1-1/2 - 2 TONS(MINIMUM 2 TONSFOR COVER)70 - 90 LBS.FREE FROM WEEDS AND COURSEMATTER. MUST BE ANCHORED. SPREADWITH MULCH BLOWER OR BY HAND.FIBER MULCHMINIMUM 1500 LBS.35 LBS.DO NOT USE MULCH FOR WINTER COVEROR DURING HOT, DRY PERIODS.* APPLYAS SLURRY.CORN STALKS4 - 6 TONS185 - 275 LBS.CUT OR SHREDDED IN 4-6" LENGTHS.AIR-DRIED. DO NOT USE IN FINE TURFAREAS. APPLY WITH MULCH BLOWER ORBY HAND.WOOD CHIPS4 - 6 TONS185 - 275 LBS.FREE OF COURSE MATTER. AIR-DRIED.TREAT WITH 12 LBS. NITROGEN PER TON.DO NOT USE IN FINE TURF AREAS. APPLYWITH MULCH BLOWER, CHIP HANDLER,OR BY HAND.BARK CHIPSORSHREDDED BARK50 - 70 CU. YDS.1 - 2 CU. YDS.FREE OF COURSE MATTER. AIR-DRIED.DO NOT USE IN FINE TURF AREAS. APPLYWITH MULCH BLOWER, CHIP HANDLER,OR BY HAND.* WHEN FIBER MULCH IS THE ONLY AVAILABLE MULCH DURING PERIODS WHEN STRAW SHOULD BEUSED, APPLY AT A MINIMUM RATE OF 2000 LBS./AC. OR 45 LBS./1000 SQ. FT.SOURCE: VA. DSWCTABLE 3.32-CSITE SPECIFIC SEEDING MIXTURES FORAPPALACHIAN/MOUNTAIN AREATOTAL LBS.PER ACREMINIMUM CARE LAWN- COMMERCIAL OR RESIDENTIAL - KENTUCKY 31 OR TURF-TYPE TALL FESCUE - IMPROVED PERENNIAL RYEGRASS* - KENTUCKY BLUEGRASS200 - 250 LBS.95 - 100%0 - 10%0 - 10%HIGH-MAINTENANCE LAWNMINIMUM OF THREE (3) UP TO FIVE (5) VARIETIES OF BLUEGRASS FROMAPPROVED LIST FOR USE IN VIRGINIA125 LBS.GENERAL SLOPE (3:1 OR LESS) - KENTUCKY 31 FESCUE - RED TOP GRASS - SEASONAL NURSE CROP **128 LBS.2 LBS.20 LBS.150 LBS.LOW-MAINTENANCE SLOPE (STEEPER THAN 3:1) - KENTUCKY 31 FESCUE - RED TOP GRASS - SEASONAL NURSE CROP ** - CROWNVETCH ***108 LBS.2 LBS.20 LBS.20 LBS.150 LBS.* PERENNIAL RYEGRASS WILL GERMINATE FASTER AND AT LOWER SOIL TEMPERATURES THANFESCUE, THEREBY PROVIDING COVER AND EROSION RESISTANCE FOR SEEDBED.** USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: MARCH, APRIL THROUGH MAY 15TH MAY 16TH THROUGH AUGUST 15TH AUGUST 16TH THROUGH SEPTEMBER, OCTOBER NOVEMBER THROUGH FEBRUARYANNUAL RYEFOXTAIL MILLETANNUAL RYEWINTER RYE*** IF FLATPEA IS USED, INCREASE TO 30 LBS./ ACRE. ALL LEGUME SEED MUST BE PROPERLYINOCULATED. WEEPING LOVEGRASS MAY ALSO BE INCLUDED IN ANY SLOPE OR LOW-MAINTENANCEMIXTURE DURING WARMER SEEDING PERIODS; ADD 10-20 LBS/ ACRE IN MIXES.SILT FENCE CULVERT INLET PROTECTIONOPTIONAL STONE COMBINATION*CULVERTENDWALLTOE OF FILLSILT FENCETOE OF FILLFLOWFLOWCLASS I RIPRAP1.5'1.0'1.5:1 MAX.FLOWVDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATETO REPLACE SILT FENCE IN " HORSESHOE " WHENHIGH VELOCITY OF FLOW IS EXPECTED2.5'*SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWCPLATE. 3.08-1DISTANCE IS 6' MINIMUM IF FLOWIS TOWARD EMBANKMENT*NOTE:1. SILT FENCE STONE OUTLET SHALL BE INSTALLED AT LOW POINTS ALONG SILTFENCE PERIMETERS WHERE WATER PONDING/CONCENTRATION COULDCREATE FAILURE OF SILT FENCE.2.USE OF SILT FENCE STONE OUTLETS DOES NOT SUPERSEDE ANY DESIGNCONSIDERATIONS OR REQUIREMENTS OF THE ACTUAL SILT FENCE.3.THE COSTS OF THIS WORK, MATERIALS, AND MAINTENANCE SHALL BECONSIDERED INCIDENTAL TO THE PER LINEAR FOOT LINE ITEM PRICE FORSILT FENCE.SILT FENCE ROCK CHECK DAM DETAILNTS#57 STONE10'1'6"SILT FENCEINSTALLED PERSILT FENCE DETAILSILT FENCEPOST (TYP)32" MIN(36" SILT FENCEWITH 4" BURIED)AASILT FENCECENTERED IN STONE#57 STONE2:1 TYP22"±PLAN VIEWSECTION A-AFLOWNO.REVISIONSBYAPP.DATE4CONFORMED DOCUMENTSMJHADS10/20/23CONSULTANTS, INC.XREFS: IMAGES:DRAWING: 21013 esd.dwg LAYOUT: L1DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371EROSION & SEDIMENTCONTROL DETAILSWINCHESTER REGIONAL AIRPORT3-51-0059-042-2021 (DESIGN)21013MJHADS/RSYMAY 20232248 NONERECONSTRUCT TERMINAL APRON - PHASE 2PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 esd.dwg, L1, 2/29/2024 1:18:57 PM, MHerzing
CLASS I RIPRAP3.20FILTER CLOTHCOARSE AGGREGATEFLOWVDOT #1(OPTIONAL)2:1(DOWNSTREAM VIEW)2-10 ACRES OF DRAINAGE AREA:FLOW6"2:13'3'3'2 ACRES OR LESS OF DRAINAGE AREA:FILTER CLOTHCOARSE AGGREGATE(OPTIONAL)VDOT #1(DOWNSTREAM VIEW)6"ROCK CHECK DAM3'SEDIMENTSOURCE: VA. DSWCAROUND THE STRUCTURE.* GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE.CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDINGHEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOWTHIS METHOD OF INLET PROTECTION IS APPLICABLE WHERERUNOFFSEDIMENTWITHWATERPLATE. 3.07-3SPECIFIC APPLICATIONSPECIFIC APPLICATIONWITH GATEDROP INLETFILTERED WATEROVERFLOWFILTER*GRAVELWIRE SCREENBLOCK AND GRAVEL DROP INLETSEDIMENT FILTERWIRE SCREENCONCRETE BLOCKSPACING BETWEEN CHECK DAMSL = THE DISTANCE SUCH THAT POINTSA AND B ARE OF EQUAL ELEVATIONSOURCE: VA. DSWCALPLATE. 3.20-2B4"12"SHALLOWSLOPENETTING PROTECTIVE COVERINGSMAY BE APPLIED ACROSSTHE SLOPE.ON SHALLOW SLOPES, STRIPSWHERE THERE IS A BERM AT THE TOP OF THE SLOPE,BRING THE MATERIAL OVER THE BERM AND ANCHOR ITBEHIND THE BERM.BERMON STEEP SLOPES, APPLYPROTECTIVE COVERING PARALLELTO THE DIRECTION OF FLOWAND ANCHOR SECURELY.STEEPSLOPEBRING MATERIAL DOWN TO A LEVEL AREA BEFORETERMINATING THE INSTALLATION. TURN THE END UNDER 4" AND STAPLE AT 12" INTERVALS.DITCHFLOWIN DITCHES, APPLY PROTECTIVE COVERINGPARALLEL TO THE DIRECTION OF FLOW.USE CHECK SLOTS AS REQUIRED. AVOIDJOINING MATERIAL IN THE CENTER OFTHE DITCH IF AT ALL POSSIBLE.TYPICAL ORIENTATION OFTREATMENT - 1SOIL STABILIZATION BLANKET()SOURCE: ADAPTED FROM LUDLOW PRODUCTS BROCHUREPLATE: 3.36-1OFNO.REVISIONSBYAPP.DATE4CONFORMED DOCUMENTSMJHADS10/20/23CONSULTANTS, INC.XREFS: IMAGES:DRAWING: 21013 esd.dwg LAYOUT: L2DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371EROSION & SEDIMENTCONTROL DETAILSWINCHESTER REGIONAL AIRPORT3-51-0059-042-2021 (DESIGN)21013MJHADS/RSYMAY 20232348 NONERECONSTRUCT TERMINAL APRON - PHASE 2PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 esd.dwg, L2, 2/29/2024 1:18:58 PM, MHerzing
NOTE 3APPROX. 2"5% MAX.EXISTING AGGREGATESUBBASE COURSEEXISTING CEMENTTREATED BASE COURSEPROPOSED P-401 BITUMINOUSCONCRETE SURFACE COURSEASPHALT OVERLAY PAVEMENT SECTION DETAILNTSPROPOSEDPAVEMENT EDGE1.5"NOTE 4PROPOSED EXISTING ASPHALT PAVEMENT MILLINGVARIABLE(4" MINIMUM)P-603 TACK COAT(NOTE 1)P-401 ASPHALT SURFACE COURSENOTE:1.PLACE P-603 TACK COAT BETWEEN LIFTS OF P-401 ASPHALT SURFACE COURSE. SEE"TACK COAT APPLICATION RATES" TABLE.2.MILLING SHALL EXTEND TO THE SURFACE OF THE EXISTING CEMENT TREATED BASECOURSE. THE TOTAL ASPHALT DEPTH IS GENERALLY 2"-3", AND THE CONTRACTOR SHALLCONTINUOUSLY MONITOR THE MILLING PROGRESS TO ENSURE ONLY THE ASPHALT ISBEING REMOVED. REGARDLESS OF ACTUAL DEPTH REMOVED, NO DIFFERENCE INPAYMENT SHALL BE MADE AND ALL PAYMENT WILL BE PAID UNDER ITEM "P-101MISCELLANEOUS DEMOLITION".3.EXISTING P-304 DEPTHS RANGE FROM 7" TO 11".4.EXISTING AGGREGATE SUBBASE DEPTHS RANGE FROM 0" TO 4".6"4"5% MAX.P-209 CRUSHED AGGREGATEBASE COURSE12"P-401 ASPHALT BASECOURSEP-401 ASPHALT SURFACECOURSE (2 LIFTS)ASPHALT PAVEMENT SECTIONNTSCOMPACTED SUBGRADE. SEEITEM P-152 FOR REQUIREMENTS.12"1.5"(PAY LIMIT)VARIES(PAY LIMIT)11"NOTES:1.PLACE P-603 TACK COAT BETWEEN LIFTS OF P-401 ASPHALT SURFACECOURSE AND P-401 ASPHALT BASE COURSE. SEE "TACK COATAPPLICATION RATES" TABLE.2.IF ORDERED BY THE ENGINEER, THE CONTRACTOR SHALL UNDERCUTTHE SUBGRADE AND PLACE P-154 SEPARATION GEOTEXTILE.3.REFERENCE IS DIRECTED TO THE SPECIAL PROVISION "SUBGRADEREPAIR" IN THE SPECIFICATIONS.4.P-401 "ASPHALT BASE COURSE" SHALL MEET THE JOB MIX FORMULAOF P-401 "ASPHALT SURFACE COURSE" AND SHALL BE PAID FORUNDER ITEM P-401 "ASPHALT SURFACE COURSE".NOTES 2 AND 3PROPOSEDPAVEMENTEDGETACK COAT APPLICATION RATESSURFACE TYPERESIDUAL RATE, GAL/SYEMULSION APPLICATIONBAR RATE, GAL/SYNEW ASPHALT0.02 - 0.050.03 - 0.07EXISTING ASPHALT0.04 - 0.070.06 - 0.11MILLED SURFACE0.04 - 0.080.06 - 0.12NOTE:1. REFERENCE IS DIRECTED TO ITEM P-603 OF THE SPECIFICATIONSFOR ADDITIONAL DETAILS.STEP OUT LOWER LIFTSBY 3 INCHES FOR EACHSUBSEQUENT LIFTNOTE 2COMPACTED SUBGRADESEE ITEM P-152 FORREQUIREMENTS6"P-209 CRUSHED AGGREGATEBASE COURSE3"2"R-315 SM-9.5A ASPHALT SURFACE COURSEAPRON ACCESS PAVEMENT SECTIONNTSR-315 BM-25.0 ASPHALT BASE COURSENOTE:1.CONTRACTOR MAY UTILIZE IM-19.0 FOR BASE COURSE WITH NOCHANGE IN PAYMENT.2.TACK COAT SHALL BE APPLIED BETWEEN THE BASE COURSE ANDSURFACE COURSE.3"5% MAX.P-209 CRUSHED AGGREGATEBASE COURSEP-401 ASPHALT SURFACECOURSE (2 LIFTS)SMALL AIRCRAFT ASPHALT PAVEMENT SECTIONNTSCOMPACTED SUBGRADE. SEEITEM P-152 FOR REQUIREMENTS.12"1.5"(PAY LIMIT)VARIES11"NOTES:1.PLACE P-603 TACK COAT BETWEEN LIFTS OF P-401 ASPHALT SURFACECOURSE. SEE "TACK COAT APPLICATION RATES" TABLE.2.IF ORDERED BY THE ENGINEER, THE CONTRACTOR SHALL UNDERCUTTHE SUBGRADE AND PLACE P-154 SEPARATION GEOTEXTILE.3.REFERENCE IS DIRECTED TO THE SPECIAL PROVISION "SUBGRADEREPAIR" IN THE SPECIFICATIONS.4.P-401 "ASPHALT BASE COURSE" SHALL MEET THE JOB MIX FORMULAOF P-401 "ASPHALT SURFACE COURSE" AND SHALL BE PAID FORUNDER ITEM P-401 "ASPHALT SURFACE COURSE".NOTES 2 AND 3PROPOSEDPAVEMENTEDGENO.REVISIONSBYAPP.DATE3COST NEGOTIATION CHANGESMJHADS08/29/234CONFORMED DOCUMENTSMJHADS10/20/23CONSULTANTS, INC.XREFS: IMAGES:DRAWING: 21013 pvd.dwg LAYOUT: L1DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371PAVEMENT DETAILSWINCHESTER REGIONAL AIRPORT3-51-0059-042-2021 (DESIGN)21013MJHADS/RSYMAY 20232448 NONERECONSTRUCT TERMINAL APRON - PHASE 2PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 pvd.dwg, L1, 2/29/2024 1:19:18 PM, MHerzing
5% MAXSCARIFY/DISC TO 3"IF NOT STRIPPEDOF TOP SOILEXISTINGGROUNDINSTALL EARTHEN SHOULDERSEED AND MULCHEDGE OF PAVEMENT TIE-IN DETAILNTSPROPOSED PAVEMENT1.5"NOTES:1.TIE DOWN ANCHOR RODS SHALL BE REMOVED A MINIMUM DEPTH OF EIGHT (8) INCHESBELOW TOP OF EXISTING SURFACE COURSE.2. THE CONCRETE BLOCKS SHALL BE CHIPPED OR MILLED DOWN TO A MINIMUM DEPTHOF EIGHT (8) INCHES BELOW TOP OF EXISTING SURFACE COURSE.3. ASPHALT BACKFILL SHALL BE INCIDENTAL TO ITEM P-101 "MISCELLANEOUSDEMOLITION".4.CONTRACTOR MAY ELECT TO REMOVE ENTIRE CONCRETE BLOCK AND BACKFILL HOLEWITH P-209 TO TOP OF EXISTING BASE COURSE ELEVATION. THIS WORK SHALL BEINCIDENTAL TO P-101 "MISCELLANEOUS DEMOLITION". COORDINATE BACKFILLREQUIREMENTS WITH THE ENGINEER.TIE-DOWN ANCHOR DEMOLITION DETAIL (MILLING AREAS)NTSP-401 ASPHALT BACKFILLIN MAXIMUM COMPACTED2" LIFTS.EXISTING BASEEXISTINGCONCRETE BLOCKVARIABLEDEPTHEXISTING PAVEMENTAS REQUIREDTO REMOVECONCRETEBLOCKDEMOLISH TOP 8" OF METALTIE-DOWN ANCHOR &CONCRETE BLOCKASPHALT BACKFILL PER P-401,2-2" LIFTS,(NO SEPARATE PAY).8"4" P-209 CRUSHED AGGREGATEBASE COURSEPROPOSED OVERLAYPROPOSED MILLINGEXISTING ASPHALT PAVEMENT2"OVERLAY TIE-IN DETAILNTSAS SHOWNON THE PLANSSAW CUT NEAT VERTICAL FACE.MATCH EXISTING GRADEPROPOSED OVERLAYTACK MILLED SURFACEAND CUT EDGEEXISTING BASE COURSEEXISTING SURFACE COURSEPAVEMENT REMOVAL DETAILNTSPROPOSED EDGEOF PAVEMENTSAW CUT NEATVERTICAL FACEPAVEMENT TOBE REMOVEDNEAT VERTICAL FACE12"NOTE:1.TIE DOWN ANCHOR RODS AND CONCRETE BLOCK SHALL BE REMOVED IN THEIRENTIRETY. BACKFILL HOLE PER ITEM P-152.TIE-DOWN ANCHOR DEMOLITION DETAIL (PAVEMENT REMOVAL AREAS)NTSEXISTING BASECOURSE TO BEREMOVEDEXISTINGCONCRETE BLOCKVARIABLEDEPTHEXISTING PAVEMENTTO BE REMOVEDAS REQUIREDTO REMOVECONCRETEBLOCKDEMOLISH METAL TIE-DOWNANCHOR & CONCRETE BLOCK12"PROPOSED BASE COURSEEXISTING BASE COURSEEXISTING SURFACE COURSEPAVEMENT TIE-IN DETAILNTSEDGE OF PAVEMENTAS SHOWN ON PLANSREMOVE AND REPLACEEXISTING SURFACENEAT SAW CUT(NO SEPARATE PAY ITEM)P-603 TACK COATPROPOSED ASPHALTSURFACE COURSENOT IN CONTRACTNO.REVISIONSBYAPP.DATE3COST NEGOTIATION CHANGESMJHADS08/29/234CONFORMED DOCUMENTSMJHADS10/20/23CONSULTANTS, INC.XREFS: IMAGES:DRAWING: 21013 pvd.dwg LAYOUT: L2DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371PAVEMENT DETAILSWINCHESTER REGIONAL AIRPORT3-51-0059-042-2021 (DESIGN)21013MJHADS/RSYMAY 20232548 NONERECONSTRUCT TERMINAL APRON - PHASE 2PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 pvd.dwg, L2, 2/29/2024 1:19:18 PM, MHerzing
6"18"24"NOTES:1. UNDERDRAIN TO BE INSTALLED AT LOCATIONS AS ORDEREDBY THE ENGINEER.2. PIPE ENDS SHALL BE COVERED WITH 3/4" x 3/4" MESH, 17GAUGE, GALVANIZED HARDWARE CLOTH, SECURELYFASTENED.3.PIPE SHALL CONFORM TO THE REQUIREMENTS OF ASTM F758,TYPE PS-28.4. PERFORATIONS SHALL BE IN ACCORDANCE WITH ASTM F758,"STANDARD SPECIFICATION FOR SMOOTH WALL POLY (VINYLCHLORIDE) (PVC) PLASTIC UNDERDRAIN SYSTEMS FORHIGHWAY, AIRPORT, AND SIMILAR DRAINAGE."5.NO. 57 OPEN GRADED AGGREGATE IS INCIDENTAL TO THEUNDERDRAIN INSTALLATION AND SHALL NOT BE MEASUREDSEPARATELY.UNDERDRAIN DETAILNTS4 OZ. NON-WOVEN FILTERFABRIC. OVERLAP 18"OPEN GRADEDAGGREGATE (NO. 57)PERFORATED PVC TYPE PS-288"NOTES:1.CLEANOUTS TO BE ON 100' CC MAX SPACING, AT BENDS, ORAS SPECIFIED BY THE ENGINEER.2.THE COST OF THE CLEANOUTS IS TO BE INCLUDED IN THELINEAR FOOT PRICE FOR THE UNDERDRAIN.TOP VIEWVARIES24"24"UNDERDRAIN CLEANOUT DETAILNTSPROVIDE 24" SQUARE 8" THICKCONCRETE COLLAR, 3000 PSICONCRETE (NO PAY ITEM)CAST IRON VALVEBOX LID, LABEL "CO"CAST IRON VALVEBOX TOP SECTIONSUBDRAIN CAP45° OR ASPROVIDED BYMANUFACTURERDIRECTION OF FLOW6" PERFORATEDPVC PIPESECTION A-AAATRANSITION BETWEEN PIPEDIAMETERS WHEN DIFFERENT SIZESOF PIPE ARE ENCOUNTEREDSLOPE TO DRAIN TO INVERT OFOUTLET PIPESHAPE TO ELEVATION OFMID-POINT OF LARGEST PIPESHAPE TOCONTOUROF PIPEMETHOD OF SHAPING INLET INVERTS DETAILNTS6"EXISTING GROUND"D"MINTYP"D"/2 MIN12"COMPACTED P-209 CRUSHEDAGGREGATE BASE COURSESELECT BACKFILL COMPACTED INACCORDANCE WITH ITEM P-152 OFTHE SPECIFICATIONSNOTES:1.D = OUTSIDE PIPE DIAMETER.2.P-209 PIPE BEDDING SHALL BE INCIDENTAL TO THE COST OF THE PIPE.3.WHEN 10 FEET FROM EDGE OF PAVEMENT TRANSITION TO "CLASS B PIPE BEDDING -WITHOUT FILTER FABRIC (UNDER PROPOSED PAVEMENT) DETAIL".CLASS B PIPE BEDDING - WITHOUT FILTER FABRIC DETAILNTS18" DIAMETERFRAME & GRATEFINISH GRADE12" TYP12" MIN6" MINCRUSHED BASE AGGREGATE15" DIAMETER OUTLET PIPE18" DIAMETER STANDPIPEPER MANUFACTURER3000 PSI GENERAL CONCRETEITEM P-153 CONTROLLOW STRENGTH MATERIAL18" CATCH BASINNTSDRAIN PIPE. FOR STRUCTURE D201.2 ONLY. SEEGRADING & DRAINAGE SHEETS FOR INVERTINFORMATION.NOTES:1.FRAME AND GRATE SHALL BE RATED FOR AIRPORT MOWINGTRAFFIC (ZERO-TURN MOWER).2.ALL ITEMS SHOWN ON THIS DETAIL, INCLUDING THE FLOWABLEFILL, ARE INCIDENTAL TO THE COST OF THE CATCH BASIN.NO.REVISIONSBYAPP.DATE4CONFORMED DOCUMENTSMJHADS10/20/23CONSULTANTS, INC.XREFS: IMAGES:DRAWING: 21013 drd.dwg LAYOUT: L1DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371DRAINAGE DETAILSWINCHESTER REGIONAL AIRPORT3-51-0059-042-2021 (DESIGN)21013MJHADS/RSYMAY 20232648 NONERECONSTRUCT TERMINAL APRON - PHASE 2PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 drd.dwg, L1, 2/29/2024 1:19:40 PM, MHerzing
NO.REVISIONSBYAPP.DATE4CONFORMED DOCUMENTSMJHADS10/20/23CONSULTANTS, INC.XREFS: IMAGES:DRAWING: 21013 drd.dwg LAYOUT: L2DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371DRAINAGE DETAILSWINCHESTER REGIONAL AIRPORT3-51-0059-042-2021 (DESIGN)21013MJHADS/RSYMAY 20232748 NONERECONSTRUCT TERMINAL APRON - PHASE 2PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 drd.dwg, L2, 2/29/2024 1:19:41 PM, MHerzing
LEGENDEXISTING GRADEPROPOSED GRADEHGLPROPOSED PIPESTRUCTURES D201.3-D201.471071171271371471571671771871972072172272372472571071171271371471571671771871972072172272372472510+00719.14718.0010+50STRUCTURES D201.1-D201.2-D201.470570670770870971071171271371471571671771871972072172272372472570570670770870971071171271371471571671771871972072172272372472510+00718.83718.2510+50718.91720.0011+00719.00718.9711+50719.26718.9412+00STRUCTURES D201.4 - E20170570670770870971071171271371471571671771871972072172272372472570570670770870971071171271371471571671771871972072172272372472510+00719.80720.3010+50D201.1D201.2D201.4112 LF 15" SLCPP@ SLOPE = 1.00%82 LF 15" SLCPP@ SLOPE = 1.00%CATCHBASINWITH 18" FRAME & GRATEGRATE ELEV: 718.25CATCHBASINWITH 18" FRAME & GRATEGRATE ELEV: 718.75VDOT STD. MANHOLETOP ELEV: 720.3015" INV OUT: 715.3415" INV OUT: 714.1215" INV IN: 714.2215" INV IN (D201.3): 713.3015" INV IN (D201.2): 713.3015" INV OUT: 713.20D201.3D201.4CATCHBASINWITH 18" FRAME & GRATEGRATE ELEV: 718.00VDOT STD. MANHOLETOP ELEV: 720.3032 LF 15"SLCPP@ SLOPE =1.00%15" INV OUT: 713.6215" INV IN (D201.2): 713.3015" INV IN (D201.3): 713.3015" INV OUT: 713.2032 LF 15"SLCPP@ SLOPE =1.00%15" INV OUT: 713.20D201.4VDOT STD. MANHOLETOP ELEV: 720.30E20115" INV IN (D201.4): 712.8815" INV OUT: 711.88HGL: 715.58HGL: 714.59HGL: 713.78HGL: 713.95HGL: 713.78HGL: 713.78HGL: 713.46NO.REVISIONSBYAPP.DATE4CONFORMED DOCUMENTSMJHADS10/20/23CONSULTANTS, INC.XREFS: IMAGES:DRAWING: 21013 drp.dwg LAYOUT: L1DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:DOAV NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RECONSTRUCT TERMINAL APRON - PHASE 2DRAINAGE PROFILESWINCHESTER REGIONAL AIRPORT3-51-0059-042-2021 (DESIGN)21013MJHADS/RSYMAY 20232848 HORIZ: 1" = 30'VERT: 1" = 3'PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 drp.dwg, L1, 2/29/2024 1:20:02 PM, MHerzing
LEGEND
EXISTING GRADE
PROPOSED GRADE
BASELINE "Grass Swale" (ORIGINAL)
705
706
707
708
709
710
711
712
713
714
715
716
717
718
719
720
721
722
723
724
725
705
706
707
708
709
710
711
712
713
714
715
716
717
718
719
720
721
722
723
724
725
10+00718.63717.0010+50718.32716.6111+00718.06716.2211+50717.80715.8312+00717.52715.4412+50717.29715.0513+00717.04714.6613+50716.74714.2714+00716.21713.8814+50714.85713.4915+00
-0.78%STA = 10+00.00EL = 717.00STA = 14+61.54EL = 713.40BASELINE "Ditch"
700
701
702
703
704
705
706
707
708
709
710
711
712
713
714
715
716
717
718
719
720
721
722
723
724
725
700
701
702
703
704
705
706
707
708
709
710
711
712
713
714
715
716
717
718
719
720
721
722
723
724
725
10+00716.84718.0010+50715.91716.0011+00715.09715.0111+50STA = 10+00.00EL = 718.00STA = 11+00.00EL = 715.00-4.0
0
%
-2.00%
BASELINE "Grass Swale" (REVISED)
710
711
712
713
714
715
716
717
718
719
720
721
722
723
724
725
710
711
712
713
714
715
716
717
718
719
720
721
722
723
724
725
13+50716.74716.3314+00716.21714.2814+50714.85713.54STA = 13+41.74EL = 716.79STA = 14+61.54EL = 713.40-4.0
7
%
-1.23%STA = 14+04.80EL = 714.101.5" PAVEMENT
DROP
NO.REVISIONS BY APP.DATE
3 COST NEGOTIATION CHANGES MJH ADS 08/29/23
4 CONFORMED DOCUMENTS MJH ADS 10/20/23 CONSULTANTS, INC.XREFS: IMAGES:DRAWING: 21013 drp.dwg LAYOUT: L2DELTA AIRPORT
JOB NO.
SHEET
DATE:SCALE:
DESIGNED BY:
DRAWN BY:
DOAV NO.
OF
w w w . d e l t a a i r p o r t . c o m
3544 North Progress Avenue, Suite 200
Harrisburg, Pennsylvania 17110
phone: (717) 652-8700 fax: (717) 652-8371
RECONSTRUCT TERMINAL APRON - PHASE 2
CHANNEL PROFILES
WINCHESTER REGIONAL AIRPORT
3-51-0059-042-2021 (DESIGN)21013
MJH
ADS/RSY
MAY 2023
29
48
HORIZ: 1" = 30'
VERT: 1" = 3'PREERAN
SS
E
FO
OI L E
NIGNRGOMMCIWN
Lic. No. 039519
ADAM D. SWITZEROTELAFOH
V
IAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 drp.dwg, L2, 2/29/2024 1:20:03 PM, MHerzing
SCALE: 1"=30'300FEET3060NSHEET INDEX30NOTES1.ALL STATIONS AND OFFSETS GIVEN WITH RESPECTTO BASELINE "A" (TAXIWAY A CENTERLINE) UNLESSOTHERWISE NOTED.2.THE CONTRACTOR SHALL VERIFY BENCHMARKINFORMATION PRIOR TO CONSTRUCTION. ANYDISCREPANCIES SHALL BE IMMEDIATELYREPORTED TO THE ENGINEER.3.ALL FENCE ALIGNMENTS SHALL BE FIELD STAKEDBY THE CONTRACTOR AND VERIFIED BY THEENGINEER PRIOR TO INSTALLATION.4.ALL SIGNS ARE SHOWN IN APPROXIMATELOCATIONS. REFERENCE FENCING NOTES FORREQUIRED MINIMUM SPACING.LEGENDPROPOSED PEDESTRIAN GATEPROPOSED SLIDING GATEFENCE GATE NUMBERFENCE SIGN NUMBERPROPOSED F-162 BLACK VINYL CHAIN-LINKFENCEEXISTING AIRPORT PROPERTY LINEPROPOSED CONSTRUCTION11XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX28+0031+0034+0035+5029+50300' RT450' RT150' RT600' RTBUFFLICK ROAD300' RT450' RT150' RT600' RT1P1750' RT750' RT28+0031+0034+0035+5032+5029+5032+50P2PROPOSED 14'AUTOMATIC SLIDINGGATE (TYP OF 2)TIE INTO EXISTING FENCE ASORDERED BY THE ENGINEERSTA 35+42±, 554'± RTTIE INTO EXISTING FENCE ASORDERED BY THE ENGINEERSTA 26+97±, 359'± RTSTA 27+37.5±, 540.1'± RTSTA 35+31.4±, 533.5'± RTSEE "FENCE TIE-IN TOPROPOSED BUILDING DETAIL"FOR TIE-IN INFORMATIONSTA 33+22.2±, 574.5'± RTSEE "FENCE TIE-IN TOPROPOSED BUILDING DETAIL"FOR TIE-IN INFORMATIONSTA 31+13.0±, 541.1'± RTSTA 33+78.0±, 574.5'± RTSTA 33+78.0±, 533.5'± RT232111114313111132' (TYP) FROMPROPERTY LINECOORDINATE FENCE LOCATION WITHOWNER PRIOR TO INSTALLATION.POSTS INSTALLED IN CONCRETE SHALLREQUIRE A MINIMUM 10" CORE DRILL INTHE EXISTING CONCRETE AND SHALLBE SET A MINIMUM 12" FROM THECONCRETE EDGE.NO.REVISIONSBYAPP.DATE4CONFORMED DOCUMENTSMJHADS10/20/23CONSULTANTS, INC.XREFS: 21013 plan-ex.dwg; 21013 sheet-key.dwg; 21013 geom-pro.dwg IMAGES:DRAWING: 21013 fnl.dwg LAYOUT: L1DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371FENCING LAYOUTWINCHESTER REGIONAL AIRPORT3-51-0059-042-2021 (DESIGN)21013MJHADS/RSYMAY 20233048 1" = 30'RECONSTRUCT TERMINAL APRON - PHASE 2PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 fnl.dwg, L1, 2/29/2024 1:20:24 PM, MHerzing
12" (END, CORNER,BRACE OR GATE POST)6"MINEND OR CORNER POST36" MINLINE POST10"BRACE POST10' TYP10' MAXxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx8'xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxSEE "FENCEGROUNDING DETAIL".SEE "FENCE POSTFOOTING DETAIL".NOTES:1.A MOISTURE-EXCLUDING CAP IS REQUIRED ON ALL LINE POSTS.TUBULAR METAL MATERIAL FOR CAP SHALL CONFORM TO THEALLOWABLE TYPES FOR OTHER LISTED FITTINGS.2.FENCE SHALL BE 9-GAUGE, BLACK VINYL COATED CHAIN LINK FENCE.BLACK VINYL CHAIN LINK FENCE DETAILNTSATTACH FENCE FABRIC TOTENSION WIRE WITH HOG-RINGSAPPROXIMATELY 24" OCTENSION WIRE NO. 7 GAUGE GALVANIZEDCOIL SPRING WIRE STRETCHED TAUT(TYP TOP AND BOTTOM)1-5/8" MIN BRACEHEIGHT OF BRACE INACCORDANCE WITHMFG SPECIFICATIONS3 STRANDS BARBED WIRETOP AND BOTTOMSELVAGE TO BE BARBEDATTACH FENCEFABRIC TO POSTWITH HOG-RINGSAPPROXIMATELY24" OCGROUND LINE3,000 PSI MINCONCRETENO. 11 GAUGE 1" BEVELEDGALVANIZED STEEL BANDWITH BOLT AND NUT3" MIN OD END POST3/8" MIN ROUNDROD WITHTURNBUCKLE2 1/2" OD POST12" (END, CORNER,BRACE OR GATE POST)BACKFILL MATERIAL IN6" LIFTS ANDCOMPACT WITH HANDTAMPERVARIESAS REQUIREDBY REMOVEDFENCE POSTSEED PER ITEM T-901 OR WITHTALL TURF FESCUE (INCIDENTALTO OTHER ITEMS OF WORK)FENCE POST HOLE INSOIL REPAIR DETAILNTSx
xx
x
xx
x
x
x
x
x
x
xxx6" MIN(3) SPLIT BOLT CONNECTORS#6 BARE COPPERCLAMP TO STRETCHER BAR#6 BARE COPPER. LOCATECLOSE TO FENCE TO PREVENTCUTTING BY MOWING.3/4" x 10' GROUND RODCOPPER CLAD (SEE NOTE 1)CLAMP CONNECTIONTO GROUND RODGROUNDCONNECTORSNOTE:1.GROUNDING RODS SHALL BE 3/4" x 10' IN THEVICINITY OF ALL ELECTRICAL EQUIPMENT.SEE ITEM F-162 FOR SPACING ANDADDITIONAL INFORMATION.FENCE GROUNDING DETAILNTS6" MIN36" MINNOTES:1.DIAMETER OF THE CONCRETE FOOTING SHALLBE 12" FOR ALL END, CORNER, LINE BRACE ORGATE POSTS. FOR LINE POSTS THE DIAMETERSHALL BE 10".2.ALL DIRT FROM POST HOLE EXCAVATION SHALLBE RAKED TO A SMOOTH LINE AND GRADE ORREMOVED FROM SITE.3,000 PSI MINCONCRETEFENCE POSTFINISHED GRADE2" CROWNSLOPE TO DRAINFENCE POST FOOTINGIN SOIL DETAILNTS1-1/4" RED LETTERING1" TYP17"17-1/2"18"1/4" TYP1/4" TYPR = 1/4"R = 1/2"1" TYP11"11-1/2"12"2" RED LETTERING4" RED LETTERING1/2" SPACING (TYP)AIRPORTTRESPASSINGVIOLATORS WILL BEPROSECUTEDPROPERTYNONOTE:1.SIGNS SHALL HAVE RED LETTERING ON A RETROREFLECTIVE WHITE BACKGROUND.2.MATERIALS, UNLESS OTHERWISE NOTED, SHALL BE IN ACCORDANCE WITH STATEDOT/HIGHWAY STANDARDS.AIRPORT PROPERTY SIGN (SIGN NO. 1)NTS1/4" DIA HOLE(TYP OF 4)RED BORDER(TYP OF 4)3/8" DIA HOLENTSGATE NUMBER SIGN (SIGN NO. 3)1" TYP6"1/4" TYP1/4" TYPR = 1/4"R = 1/2"1" TYP6"13" BLACK LETTERINGFENCE SIGN NOTES:1.SIGNS SHALL HAVE BLACK OR RED LETTERS ON A WHITE ENCLOSED LENS TYPE REFLECTIVEBACKGROUND. THE SIGNS SHALL HAVE ROUNDED CORNERS, PINSTRIPE BORDER, AND STANDARDSERIES "B", "C", OR "D" LETTERS IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES (MUTCD) AND VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGESPECIFICATIONS, 2018, UNLESS OTHERWISE NOTED, ALL SIGN MATERIALS SHALL BE IN ACCORDANCEWITH STATE DEPARTMENT OF TRANSPORTATION / HIGHWAY SPECIFICATIONS.2.AIRPORT PROPERTY SIGNS (SIGN NO.1) SHALL BE INSTALLED ALONG ALL NEW FENCE AND SET ON THEPUBLIC SIDE. THE SIGNS SHALL BE INSTALLED AT A MAXIMUM SPACING OF 100 FEET (PUBLIC AREAS)AND 300 FEET (REMOTE AREAS) WITH AT LEAST ONE SIGN ON EACH MAJOR FACE. SIGN LOCATIONSSHALL BE MARKED IN THE FIELD BY THE CONTRACTOR AND COORDINATED WITH THE ENGINEER PRIORTO INSTALLATION.3.AN INDIVIDUAL GATE NUMBER WILL BE ASSIGNED TO EACH GATE. SIGN NO. 3 SHALL BE INSTALLED ONEACH GATE WITH ITS ASSIGNED NUMBER. VERIFY GATE NUMBERS IN WRITING FROM OWNER PRIOR TOORDERING SIGNS.4.INDIVIDUAL GATE NUMBER SIGNS (SIGN NO.3) SHALL BE MOUNTED ON THE UPPER RIGHT-HAND CORNER,ON THE PUBLIC SIDE.5.ALL CHAIN LINK FENCE SIGNS SHALL BE SECURELY FASTENED TO THE FENCE OR GATE FABRIC ANDMOUNTED APPROXIMATELY 48 INCHES ABOVE GRADE TO THE BOTTOM OF THE SIGN.6.SIGNS SHALL BE MOUNTED TO THE FENCE USING APPROVED SIGN MOUNTING BRACKETS ORHARDWARE. THE USE OF WIRE TIRES SHALL NOT BE PERMITTED.7.THE FOLLOWING GENERAL GUIDELINES SHALL BE USED FOR THE INSTALLATION OF ALL AIRPORTPROPERTY SIGNS (SIGN NO. 1):a.PUBLIC AND ROAD AREAS: 100 FOOT MAXIMUM SPACING WITH AT LEAST ONE SIGN ON EACHMAJOR FACE.b.REMOTE AREA: 300 FOOT MAXIMUM SPACING WITH AT LEAST ONE SIGN ON EACH MAJOR FACE.FENCING SIGN SCHEDULESIGN #DESCRIPTIONLETTERSIZESERIESLETTERSSIZECOMMENTSAIRPORT PROPERTYNO TRESPASSINGSEE DETAILSEE DETAILSEE DETAILSEE NOTE 2AUTHORIZED PERSONS ONLYAFTER PASSINGCONFIRM GATE CLOSURE21-1/21-1/2BCC36" x 12"MOUNT ON PUBLIC SIDE(GATE NO.)2C6" x 6"SEE NOTES 3-4EXITAFTER PASSINGCONFIRM GATE CLOSURE21-1/21-1/2DCC24" x 12"MOUNT ON SECURE SIDE1234FENCING NOTES:1.THE FENCE ALIGNMENT SHALL BE FIELD STAKED BY THE CONTRACTOR AND VERIFIED BY THE ENGINEER PRIOR TO INSTALLATION.THE FENCE CORNERS SHOWN ON THE PLANS ARE GIVEN BY STATION AND OFFSET WITH RESPECT TO BASELINE 'A' UNLESSOTHERWISE NOTED.2.THE FENCE ALIGNMENT SHOWN ON THE PLANS IS APPROXIMATE AND SUBJECT TO CHANGE, AS ORDERED BY THE ENGINEER OR ASDICTATED BY FIELD CONDITIONS.3.FENCE POSTS SHALL BE SET ON THE AIRSIDE OF THE SECURITY FENCE.4.FENCE FABRIC SHALL BE HUNG ON THE LANDSIDE/PUBLIC SIDE OF THE SECURITY FENCE.5.THE CONTRACTOR SHALL CONFIRM UTILITY LOCATIONS PRIOR TO DIGGING. THE CONTRACTOR SHALL COORDINATE WORK WITH THESTATES 8-1-1 UTILITIES LOCATING SERVICE AND AIRPORT AGENCIES.6.IN AREAS WHERE CLEARANCE BELOW ANY PORTION OF THE FENCE EQUALS OR EXCEEDS SIX (6) INCHES, ADDITIONAL STRANDS OFBARBED WIRE SHALL BE INSTALLED. THE COST FOR THIS WORK SHALL BE INCIDENTAL TO THE PROJECT AND SHALL BE COMPLETEDTO THE SATISFACTION OF THE ENGINEER.7.THE CONTRACTOR SHALL DISPOSE OF ALL FENCE REMOVED AS PART OF THE PROJECT OFF-SITE IN ACCORDANCE WITH FEDERAL,STATE, AND LOCAL REGULATIONS.8.NO FIELD WELDING TO THE FENCE OR GATES WILL BE ALLOWED. ALL CONNECTIONS/SUPPORTS NEEDED TO INSTALL CONDUITS,CARD READERS, ETC. TO THE FENCE AND GATES SHALL BE MADE WITH HOT DIPPED GALVANIZED, STAINLESS STEEL OR OTHERAPPROVED RUST-INHIBITIVE MATERIALS.9.FENCE GROUNDING SHALL BE COMPLETED IN ACCORDANCE WITH THE SPECIFICATIONS. THE COST FOR GROUNDING SHALL BEINCLUDED IN THE BID PRICE PER LINEAR FOOT OF FENCE.GATE NOTES:1.ALL GATE FRAMES SHALL BE SHAPED, AS REQUIRED, TO OBTAIN 4-INCH MAXIMUM OPENING UNDER GATE AND 3-INCH MAXIMUMOPENING ON THE SIDES OF A GATE IN THE CLOSED POSITION.2.THE CONTRACTOR SHALL PROVIDE A PAD LOCK FOR EACH MANUAL GATE, KEYED WITH THE EXISTING AIRPORT LOCK SYSTEM.3.FIELD CONFIRM INDIVIDUAL GATE OPERATOR VOLTAGES PRIOR TO ORDERING EQUIPMENT.4.LOCATIONS OF POWER AND CONTROL CABLES SHALL BE COORDINATED WITH VEHICLE LOOP LOCATIONS. UNLESS OTHERWISERECOMMENDED BY THE MANUFACTURER, THE POWER SHALL BE PLACED WITHIN TWELVE (12) INCHES OF THE AUTOMATIC GATE INORDER TO OBTAIN MAXIMUM SEPARATION FROM THE VEHICLE LOOP.5.THE CONTRACTOR SHALL INSTALL GUARD POSTS AT ALL AUTOMATIC SLIDE GATE CARD READERS. PAYMENT FOR THE GUARD POSTSAND CARD READER ISLAND SHALL BE INCLUDED IN THE PRICE FOR THE AUTOMATIC SLIDE GATE. CARD READER/SENSOR SHALL BEINCLUDED IN THE PRICE FOR THE AUTOMATIC SLIDE GATE.6.THE CONTRACTOR SHALL PROVIDE TEMPORARY LOCKS, CHAINS, LOCKING MECHANISMS, ETC. AS REQUIRED TO SECURE EACH GATEUNTIL THE ACCESS CONTROL SYSTEM IS OPERATING IN AN ACCEPTABLE MANNER.SECURITY NOTES:1.THE CONTRACTOR SHALL NOT LEAVE ANY OPENINGS IN THE AIRPORT FENCE UNATTENDED AND SHALL NOT REMOVE THE EXISTINGFENCE UNTIL OR UNLESS THE FENCE CAN BE INSTALLED CONTINUOUSLY AND AFFIXED TO STABLE POSTS AT THE END OF EACHWORKING DAY. REFERENCE IS DIRECTED TO THE SPECIAL PROVISION "TEMPORARY FENCING" FOR ADDITIONAL INFORMATION ANDPAYMENT.xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxPROPOSEDBUILDING3" MAXFENCE TIE-IN TO PROPOSED BUILDING DETAILNTSNO.REVISIONSBYAPP.DATE4CONFORMED DOCUMENTSMJHADS10/20/23CONSULTANTS, INC.XREFS: IMAGES:DRAWING: 21013 fnd.dwg LAYOUT: L1DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371FENCING NOTES & DETAILSWINCHESTER REGIONAL AIRPORT3-51-0059-042-2021 (DESIGN)21013MJHADS/RSYMAY 20233148 NONERECONSTRUCT TERMINAL APRON - PHASE 2PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 fnd.dwg, L1, 2/29/2024 1:20:45 PM, MHerzing
GATE SCHEDULEGATE #WIDTHDESCRIPTIONTYPESIGNS TO BEINSTALLEDCOMMENTS1x14'SLIDING GATEAUTOMATIC3, 4FIELD LOCATE AS ORDEREDBY THE ENGINEER1x14'SLIDING GATEAUTOMATIC1, 2, 3FIELD LOCATE AS ORDEREDBY THE ENGINEER5'PEDESTRIAN GATEMANUAL1, 3FIELD LOCATE AS ORDEREDBY THE ENGINEER5'PEDESTRIAN GATEMANUAL1, 3FIELD LOCATE AS ORDEREDBY THE ENGINEER12P1P2O.D. POST4" MINHYDRAULIC GATE CLOSURESEE NOTE 16"AS SHOWNON PLANSGATE POSTSEE GATESCHEDULE42" DEEP x 12" WIDE3,000 PSI CONCRETE2" MAXABOVEFINISHEDGRADEGATE POSTx
x
x
x
x
x
x
x
x
x
x
x
x
x
x x
x
x xxxxxxxxxxxxxxxxxxxxxxxxxxxFLAT, EXTRA FLEXIBLE, TINNED COPPERBRAID. FASTEN TO GATE & GATEPOSTWITH GROUND CONNECTOR FORELECTRICAL CONTINUITY (TYP)36"6"12" DIA (TYP)(BARBED WIRE ON GALVANIZEDFENCE ONLY)EXTEND GATE POST & GATE FRAMESTO RECEIVE BARBED WIRE (TYP)NOTES:1.INSTALL INTEGRATED AUXILIARY KEYPAD AND CARD READER (AES GLOBAL ORAPPROVED EQUIVALENT) AT PEDESTRIAN GATE WITH MAGNETIC STRIKE LOCK.PROVIDE LOCAL CONDUIT TO NEAREST ELECTRICAL HANDHOLE. ROUTE POWERAND CONTROL AS ORDERED BY ENGINEER AND OWNER.2.HYDRAULIC GATE CLOSURE SHALL BE A NORTON HYDRAULIC GATE CLOSURE (ORAPPROVED EQUIVALENT).3.GATE SHALL BE ADA ACCESSIBLE.PRE-HUNG PEDESTRIAN GATE DETAILNTSAS REQUIRED BYMANUFACTURER14' AUTOMATIC SLIDING GATEAAPLAN VIEW2,500 PSI MINCONCRETE12" TYP4" GAPMAX36" MIN6" MINxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx3/16" SS AIRCRAFT CABLE TYP1" x 1" TYP8'1/2" x 1" TYPBBELEVATIONFINISHED GRADEPROVIDE RADIOSAFETY EDGE ON ALLAUTOMATIC GATESxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx1" x 1" TYP8'1/2" x 1" TYPBBFINISHED GRADEPLAN VIEWELEVATION14' AUTOMATIC SLIDING GATEAS REQUIRED BYMANUFACTURERLATCHXXXXXXSTATIONARY FENCE POST(4) 5/8" DIA DRILLEDHOLES FOR U-BOLTS1" MIN7" MINVERIFY4" MINVERTICAL GATE MEMBERGATE12" MIN1/2" MINVARIESRESTING PLACE OFVERTICAL GATE MEMBER INCLOSED POSITION6" MAX2" MAXSEE NOTE 4(2) GALV U-BOLTS1-1/2" MIN DIAFENCE6" MAXALLOWABLE OPENINGNOTES:1.GATE SHALL MEET UL325.2.AUTOMATIC SLIDING GATE SPEED SHALL BE AS REFERENCED IN THE DETAILINGFOR THE GATE OPERATOR.3.PROVIDE MANUFATURER DATA ON WEIGHT OF GATE TO CONFIRM SUITABILITY OFGATE WITH PROPOSED GATE OPERATOR.4.GATE FABRIC/STYLE SHALL MATCH THAT OF THE ADJOINGIN FENCE. PRODUCTSSHALL BE FROM THE SAME MANUFACTURER.STRUCTURAL TUBE ASREQUIRED BYMANUFACTURER FOREACH GATE SIZE4" OD CIRCULAR POSTGUIDE WHEELSBOTTOM GUIDE ASSEMBLYVERTICALHANGER ASSEMBLYTRUCK ASSEMBLYEXTRUSIONBARB ARMTRACK MEMBERTRACK MEMBERVERTICALSECTION A-ASECTION B-BDOUBLE SLIDING GATE DETAILNTSDROP BAR MOUNTED AT EDGE POST18"6"NO.REVISIONSBYAPP.DATE4CONFORMED DOCUMENTSMJHADS10/20/23CONSULTANTS, INC.XREFS: IMAGES:DRAWING: 21013 fnd.dwg LAYOUT: L2DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371FENCE & GATE DETAILSWINCHESTER REGIONAL AIRPORT3-51-0059-042-2021 (DESIGN)21013MJHADS/RSYMAY 20233248 NONERECONSTRUCT TERMINAL APRON - PHASE 2PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 fnd.dwg, L2, 2/29/2024 1:20:45 PM, MHerzing
XXXPUBLIC SIDESECURE SIDE12'3' TO 5'6' TYPNOTES:1.PAYMENT FOR ALL WORK SHOWN, LESS THE COST OF THE GATE ITSELF, SHALL BE INCLUDED IN THE LUMP SUM PRICE FOR THE SPECIAL PROVISION "GATEOPERATORS & POWER".2.PROVIDE 208V, 3-PHASE POWER SERVICE TO THE GATE OPERATORS. PROVIDE 120V, 1-PHASE SERVICE TO SERVICE RACK. LOW-VOLTAGE SUPPLY TO MAGNETICSTRIKE LOCKS AS REQUIRED.3.LOCATE VEHICLE LOOPS AND SERVICE CONDUITS IN ACCORDANCE WITH MANUFACTURER'S GUIDELINES, UNLESS OTHERWISE REQUIRED BY THE AVAILABLE SITEGEOMETRY. LOCATIONS SHOWN ARE TYPICAL BUT MAY BE ADJUSTED IF REQUIRED AND APPROVED BY THE ENGINEER. SAFETY LOOPS SHALL BE SET 3' TO 5' BACKFROM THE GATE AND SHALL BE 6 FEET WIDE AND EXTEND TO WITHIN 18" OF THE DRIVEWAY EDGE. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THEENGINEER PRIOR TO INSTALLATION.4.NEW GATE OPERATORS SHALL BE HYDRAULIC DRIVE AND SHALL BE RATED FOR THE WEIGHT OF THE PROPOSED GATE. PROVIDE GATE INFORMATION WITH GATEOPERATOR SUBMITTAL AND MANUFACTURE'S DATA TO VERIFY OPERATOR IS SUITABLE. GATE OPERATORS SHALL PROVIDE AN OPENING/CLOSING SPEED OF 1FEET PER SECOND. BASIS OF DESIGN IS HySECURITY SLIDE DRIVER II; MODEL SELECTED SHALL BE SUITABLE FOR THE GATE WEIGHT. GATE OPERATOR SHALL BEMOUNTED ON A CONCRETE PAD ON THE SECURE SIDE OF THE FENCE. CONCRETE PAD MUST EXTEND FOURTEEN INCHES (18") MINIMUM BELOW EXISTING GRADE.5.PROVIDE RADIO SAFETY EDGE TO PREVENT GATE CLOSURE ON OBJECTS.6.PROVIDE VEHICLE GATE INTELLIGENT INTERFACE TO KEEP GATE FROM OPENING AFTER A POWER FAILURE.7.AUTOMATIC SLIDING GATE SHALL BE MATCHED TO ADJACENT FENCE.8.CONTRACTOR SHALL INSTALL ADDITIONAL CONDUIT AS NECESSARY TO ACCOMMODATE SECURITY/DATA CABLES, RADIO SAFETY EDGE, AND OTHER FEATURES,SPECIFIED FOR THIS GATE. INSTALL PVC CONDUIT BELOW GROUND. ABOVE GROUND SHALL BE GALVANIZED RIGID STEEL CONDUIT. TRANSITION TO GALVANIZEDRIGID STEEL CONDUIT BELOW GROUND. EXCEPTIONS TO THIS REQUIRE APPROVAL OF THE ENGINEER AND SHALL CONFORM TO NATIONAL ELECTRICAL CODE.9.DUE TO SITE GEOMETRY, THE FREE-EXIT BEAM WILL CROSS THE ENTRY VEHICLE PATH. FREE EXIT SHALL REQUIRE ACTIVATION OF THE EXIT LOOP DETECTOR ANDACTIVATION OF THE PHOTO BEAM. ENTRY VEHICLES CROSSING THE BEAM SHALL NOT TRIGGER THE EXIT GATE TO OPEN.10.OPERATIONS AND GATE SYSTEM SHALL MEET THE REQUIREMENT OF UL 325.11.CONTRACTOR SHALL PROVIDE ALL COMMUNICATIONS/DATA CABLING FOR THE SYSTEM FROM THE JUNCTION BOX AT THE PEDESTRIAN GATE TO THE REMAINDEROF THE SYSTEM. THE OWNER SHALL PROVIDE THE DATA CONNECTION FROM THAT JUNCTION BOX TO THE TERMINAL BUILDING.DUAL SLIDING GATE DETAILNTSNEW 14' AUTOMATICSLIDING GATE9' TYP13'-0"13'-0"SEE "CARD READERISLAND INPAVEMENT DETAIL"EXISTING 4W-4"DUCTBANK6"NEW 14' AUTOMATICSLIDING GATEGATE SERVICE RACK. FIELD LOCATE INCOORDINATION WITH OWNER AND ENGINEER.2 x 2" PVC CONDUITSSAFETYLOOPXXXXXXEDGE OF PAVEMENTNEW GATE OPERATOR(SEE NOTES)EXISTING JUNCTION BOX.RELOCATE FOR GRADE ASREQUIRED (NO PAY)18"SAFETYLOOPNEW JUNCTION BOX(NOMINAL 24" x 36")1" PVC1" PVCNEW GATE OPERATOR(SEE NOTES)EXISTING 4 x 2" CONDUITAND INCOMING POWEREXISTING 2 x 2"CONDUIT18"5'±APPROXIMATE VEHICLEPARKING LOCATIONAPPROXIMATE VEHICLEPARKING LOCATIONNOTES:1. READER SHALL BE A COMBINATION HID PROXIMITY CARD READER + KEYPAD.2.THE EXACT TYPE OF THE TERMINAL BUILDING SECURITY SYSTEM IS UNKNOWN AT THE TIME OF BID. CONTRACTOR SHALL ASSUMEPROPOSED SYSTEM WILL BE TYPICAL FOR COMMERCIAL BUILDING ACCESS CONTROL. ENGINEER WILL PROVIDE THE SPECIFICSYSTEM TYPE TO VERIFY COMPATIBILITY AFTER BIDDING FOR SHOP DRAWING PREPARATION.3.READER SHALL BE SECURELY MOUNTED IN A WEATHER PROOF ENCLOSURE ON A GOOSENECK STAND. THE CARD READER(S) SHALLBE POSITIONED AS SHOWN ON THE PLANS OR AS ORDERED BY THE ENGINEER. SECURE GOOSENECK TO FOUNDATION WITH FOUR1/2" DIA x 10" LONG HOT DIPPED GALVANIZED ANCHOR BOLTS (MIN).4.PAYMENT FOR ALL WORK SHOWN SHALL BE INCLUDED IN THE LUMP SUM PRICE FOR THE SPECIAL PROVISION "GATE OPERATORS &POWER".CARD READER ON NEWGOOSENECK STANDNEW GOOSENECKSTAND ORAPPROVEDEQUIVALENTFACE OF CARDSENSOR/READERFLUSH W/POSTPROPOSEDPAVEMENTTOP VIEWDRIVE AISLEFRONT VIEWFORM RADIUS WITH BRACEDSEMICIRCULAR FORM (FULL DEPTH)(TO BE REMOVED)6"BOLLARD HEIGHTSHALL BE 2" HIGHERTHAN TOP OF CARDREADERPROPOSEDPAVEMENT48"3" MIN24"SIDE VIEWCARD READER ISLAND IN PAVEMENT DETAILNTSCARD READER2'6'R1'10"15"1' PVC CONDUIT.3,000 PSI CONCRETE18"1" PVC ONDUIT6"6" DIA, FILL BOLLARD WITHCONCRETE AND ROUND-OFFTOP. INJECTION MOLDEDYELLOW PVC BOLLARD SLEEVE.BEVELEDGE14"FIRE ACCESS KEY BOX64"2" PVC WITH SECURITY/DATAFROM PEDESTRIAN GATE (50'±)AND RETURN POWER TOPEDESTRIAN GATE AS REQUIRED.XXXSERVICE CONDUIT FROMTERMINAL FOR SECURITY /DATALINE. CONDUIT BY OTHERS. SEENOTES FOR EXTENSION OFSECURITY DATA LINES.NEW JUNCTION BOX(NOMINAL 12" X 12")FIELD LOCATE FREE-EXITPHOTO BEAM. RECEIVEROPPOSITE SITE. EXTENDOPERATOR CONCRETE PADSTO SUPPORT THEINSTALLATION OF PHOTO EYEAND RECEIVER ATOP PADS.DEVICES SHALL NOT BEMOUNTED IN GRASS.PROPOSED SIDEWALKPROPOSED PEDESTRIAN GATE(COORDINATE OPENING WITHENGINEER AND OWNER)NO.REVISIONSBYAPP.DATE4CONFORMED DOCUMENTSMJHADS10/20/23CONSULTANTS, INC.XREFS: IMAGES:DRAWING: 21013 fnd.dwg LAYOUT: L3DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371GATE DETAILSWINCHESTER REGIONAL AIRPORT3-51-0059-042-2021 (DESIGN)21013MJHADS/RSYMAY 20233348 NONERECONSTRUCT TERMINAL APRON - PHASE 2PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 fnd.dwg, L3, 2/29/2024 1:20:46 PM, MHerzing
SCALE: 1"=10'10010FEET20SHEET INDEXNOTES1.ALL STATIONS AND OFFSETS GIVEN WITH RESPECTTO BASELINE "A" (TAXIWAY A CENTERLINE) UNLESSOTHERWISE NOTED.2.CONSTRUCTION JOINTS SHALL BE LOCATED ASPROPOSED BY THE CONTRACTOR IN THEIRLAY-DOWN PLAN AND AS REVIEWED BY THEENGINEER.3.REFER TO "CCP JOINT NOTES & DETAILS" SHEETFOR ADDITIONAL NOTES AND DETAILS FORCONCRETE PAVING.LEGENDTHICKENED EDGE EXPANSION JOINT(AT HARDSTANDS)SAWED CONTRACTION JOINTPROPOSED JOINT SPOT ELEVATIONELECTRICAL/UTILITY HANDHOLEPROPOSED CCP JOINTPROPOSED P-501 CONCRETE HARDSTANDPAVEMENTAD905.44HN350' RT350' RT30+0030+5031+0031+5032+0030+0030+5031+0031+5032+002 EQ. SPACES @12.5' ±2 EQ.SPACES@12.5' ±AAAAAAAADDDDAAAAAAAADDDDAAAAAAAADDDD2 EQ. SPACES @12.5' ±2 EQ.SPACES@12.5' ±2 EQ. SPACES @12.5' ±2 EQ.SPACES@12.5' ±720.07719.95719.56719.48719.14719.05719.82719.71719.33719.26718.93718.85HHHREFER TO ELECTRICALLAYOUT (TYP)NO.REVISIONSBYAPP.DATE4CONFORMED DOCUMENTSMJHADS10/20/23CONSULTANTS, INC.XREFS: 21013 geom-pro.dwg; 21013 plan-ex.dwg; 21013 sheet-key.dwg IMAGES:DRAWING: 21013 jnt.dwg LAYOUT: L1DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RECONSTRUCT TERMINAL APRON - PHASE 2CCP JOINT LAYOUTWINCHESTER REGIONAL AIRPORT3-51-0059-042-2021 (DESIGN)21013MJHADS/RSYMAY 20233448 1" = 10'PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 jnt.dwg, L1, 2/29/2024 1:21:07 PM, MHerzing
14"SAW AND PLACE SEALTYPE D - SAWED CONTRACTION JOINTNTS7"P-501 CEMENTCONCRETEPAVEMENT (CCP)P-209 CRUSHED AGGREGATE BASE COURSE JOINT SEAL AND EXPANSION MATERIAL NOTES1.THE CONTRACTOR SHALL SUBMIT THE MANUFACTURER'S LITERATURE AND RECOMMENDATIONS FOR INSTALLATION OF THE SEALANT TO THE ENGINEER FOR APPROVAL.2.ALL JOINTS SHALL BE MECHANICALLY CLEANED OF ALL CURING COMPOUND AND BLOWN OUT WITH COMPRESSED AIR BEFORE INSTALLATION OF THE SEALANT.3.THE CONTRACTOR SHALL DEMONSTRATE HIS/HER ABILITY TO COMPLY WITH THE DRAWINGS AND SPECIFICATION REQUIREMENTS BY PLACING A TEST SECTION WHICH INCLUDES BOTHLONGITUDINAL AND TRANSVERSE JOINTS.4.CONCRETE TO CONCRETE JOINTS SHALL BE SEALED WITH A FUEL RESISTANT SILICONE JOINT SEALANT OR APPROVED EQUIVALENT. ALL JOINTS SEALED SHALL BE PRIMED, PRIOR TO THEINSTALLATION OF THE SEALANT, WITH A PRIMER RECOMMENDED BY THE SEALANT MANUFACTURER. CONCRETE TO ASPHALT JOINTS SHALL BE SEALED WITH A FUEL RESISTANT SILICONEJOINT SEALANT OR APPROVED EQUIVALENT.5.THE CONTRACTOR SHALL SUBMIT A WRITTEN PLAN FOR SEALING ALL JOINTS WITH THE DIMENSIONS OF MATERIAL, WIDTHS, DEPTHS, APPROPRIATE FOR THE TYPE SEAL SELECTED, TO THEENGINEER.6.BACKER ROD SHALL BE INSTALLED AS RECOMMENDED BY THE MANUFACTURER. CARE SHALL BE TAKEN TO AVOID STRETCHING THE BACKER ROD DURING INSTALLATION AND TO INSTALLIT AT THE RECOMMENDED DEPTH.7.BACKER ROD SHALL BE NON-ABSORBENT CLOSED CELL.8.BACKER ROD SHALL BE CONTINUOUS BETWEEN JOINT INTERSECTIONS AND CONSIST OF A SINGLE PIECE OF APPROPRIATE SIZE AS RECOMMENDED BY THE MANUFACTURER.9.EXPANSION JOINTS THAT TRANSITION FROM CONCRETE TO BITUMINOUS SHALL CONSIST OF EXPANSION MATERIAL IN ACCORDANCE WITH ASTM D994.10.EXPANSION MATERIAL FOR ALL EXPANSION JOINTS SHALL BE ONE (1) CONTINUOUS PIECE IN THE VERTICAL DIRECTION.WELDED WIRE FABRIC NOTES1.WELDED WIRE FABRIC SHALL BE INSTALLED IN ALL ODD-SHAPED SLABS AND IN SLABS CONTAINING STRUCTURES.2.WELDED WIRE FABRIC SHALL BE AS NOTED ON THE PLANS UNLESS OTHERWISE APPROVED BY THE ENGINEER.TYPE A - EXPANSION JOINT(AT HARDSTANDS)NTS11"7"14"P-209 CRUSHEDAGGREGATE BASECOURSEP-501 CEMENTCONCRETEPAVEMENT (CCP)4"P-401 ASPHALT SURFACECOURSEP-209 CRUSHEDAGGREGATE BASECOURSEISOLATION JOINT SEALANT DETAILNTS1/4" TO 3/8"1-1/2" TO1-5/8"3/4"3/8"BACKER ROD, ASTM D5249PREFORMED EXPANSIONMATERIAL, ASTM D994 OR D1752PLACE JOINTSEALER (P605)NOTE:1.JOINT DEPTH TO BE DETERMINED FOLLOWING MANUFACTURER'SRECOMMENDATIONS (ASPECT RATIO).2.THE COST FOR INSTALLING THE ISOLATION JOINT SEALANT ANDMATERIAL SHALL BE INCIDENTAL TO THE COST OF THE PAVEMENT.NOTES:1.REFER TO "JOINT SEAL AND EXPANSION MATERIAL NOTES" FOR ADDITIONALINFORMATION.2.IF RECOMMENDED BY THE SEALANT MANUFACTURER, A PRIMER SHALL BEAPPLIED TO THE JOINT PRIOR TO PLACEMENT OF THE JOINT SEAL.3.IF PAVEMENT IS TO BE GROOVED OR DIAMOND GRINDED AFTER PLACEMENTOF SEALANT, INCREASE ALL DEPTHS BY DEPTH OF GROOVE OR GRIND.T/4W = 1/2" MIN TO 5/8" MAXSAWED JOINT SEAL DETAILNTS1/2 WAS REQ'D BYMANUFACTURER1" MINSEALANT SHALL REMAIN BELOWTHE PAVEMENT SURFACE (1/4"MIN TO 1/2" MAX) (SEE NOTE 6)BACKER ROD7"14"P-209 CRUSHED AGGREGATEBASE COURSEP-501 CEMENT CONCRETEPAVEMENT (CCP)CONCRETE HARDSTAND PAVEMENTNTSCOMPACTED SUBGRADE. SEEITEM P-152 FOR REQUIREMENTS.NOTES:1.IF ORDERED BY THE ENGINEER, THE CONTRACTOR SHALL UNDERCUT THESUBGRADE AND PLACE P-154 SEPARATION GEOTEXTILE.2.REFERENCE IS DIRECTED TO THE SPECIAL PROVISION "SUBGRADE REPAIR" OF THESPECIFICATIONS.3.REFERENCE IS DIRECTED TO THE 'CCP JOINT LAYOUT' AND THIS SHEET FORADDITIONAL INFORMATION PERTAINING TO CONCRETE JOINTING AND LAYOUT.NOTES 1 AND 2APRON PAVEMENT SECTION,SEE TYPE A - EXPANSION JOINT(AT HARDSTANDS) DETAIL ON THIS SHEETFOR SPECIFIC JOINTING AND TIE-INISOLATION JOINTP-401 ASPHALT BASE COURSE6"COMPACTED SUBGRADE4"1/2" EXPANSION JOINT FILLER (EJ)SCORE JOINT (1/5 DEPTH OF WALK) (SJ)4 x 4 W1.4 x W1.4 WWFCONCRETE APRON ACCESS PAVEMENTNTS3,000 PSI CONCRETEP-209 CRUSHED AGGREGATEBASE COURSE6"NOTES:1.THIS CONCRETE SHALL RECEIVE A BROOM FINISH.2.THE CONTRACTOR SHALL SUBMIT A JOINTING PLAN TO BEAPPROVED BY THE ENGINEER PRIOR TO PLACEMENT OFCONCRETE PAVEMENT.3.P-209 "CRUSHED AGGREGATE BASE COURSE" IS INCIDENTALTO THE COST OF THE PAVEMENT.4.PAYABLE PER THE PCC SIDEWALK BID ITEM (ALL TYPES)COMPACTED SUBGRADE. SEEITEM P-152 FOR REQUIREMENTS.10'NO.REVISIONSBYAPP.DATE4CONFORMED DOCUMENTSMJHADS10/20/23CONSULTANTS, INC.XREFS: IMAGES:DRAWING: 21013 jnd.dwg LAYOUT: L1DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371CCP JOINT NOTES &DETAILSWINCHESTER REGIONAL AIRPORT3-51-0059-042-2021 (DESIGN)21013MJHADS/RSYMAY 20233548 NONERECONSTRUCT TERMINAL APRON - PHASE 2PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 jnd.dwg, L1, 2/29/2024 1:21:29 PM, MHerzing
SCALE: 1"=30'300FEET3060NSHEET INDEXNOTES1.ALL STATIONS AND OFFSETS GIVEN WITH RESPECTTO BASELINE "A" (TAXIWAY A CENTERLINE) UNLESSOTHERWISE NOTED.2.REFER TO "MARKING NOTES & DETAILS" SHEET FORMARKING NOTES.3.REFER TO "DEMOLITION PLAN" SHEET FORREMOVAL OF EXISTING MARKINGS.4.LOCATIONS OF EXISTING MARKINGS AREAPPROXIMATE AND SHALL BE VERIFIED IN THEFIELD BY THE CONTRACTOR.5.TIE INTO EXISTING TAXIWAY CENTERLINE ASORDERED BY THE ENGINEER.6.ALL FINAL MARKING SHALL INCLUDE A 6" BLACKBORDER.7.TIE-DOWNS SHALL BE LOCATED BASED ON THECONTROL POINTS IDENTIFIED AND PER THETIE-DOWN LAYOUT DETAILS.LEGENDPROPOSED TIE-DOWN ANCHOREXISTING MARKINGPROPOSED P-620 MARKINGPROPOSED P-630 SEAL COAT363726+0027+0029+0030+0024+0025+0028+0031+0032+0025+0028+0031+0029+5026+50TAXIWAY ABASELINE "A"23+50DenseDenseDenseGuyGuyGuyDenseDenseDense300' RT450' RT150' RT600' RTBUFFLICK ROAD26+0027+0029+0030+0024+0025+0028+0031+0032+00TLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFASTA 28+80.0±,66.0'± RTNOTE 5C3C2C16" WIDE TAXIWAY CENTERLINE(AVIATION YELLOW) WITH 6"BLACK OUTLINE EACH SIDE(NOT SHOWN) (TYP)100.0'341.0'629.0'300' RT450' RT150' RT600' RTCURVE DATA TABLENUMBERRADIUS(FT)RADIUS POINT STATION/OFFSET(BASELINE "A")C137STA 29+17.00, 207.50' RTC237STA 29+17.00, 281.50' RTC337STA 29+17.00, 417.50' RT6" WIDE TAXIWAY CENTERLINE(AVIATION YELLOW) WITH 6"BLACK OUTLINE EACH SIDE(NOT SHOWN) (TYP)MATCHLINE SHEET 374" WIDE WHITESTRIPE (TYP)CONCRETEPARKING BLOCK(TYP OF 4)SEAL COAT AREA WITHIN TLOFA,EXCLUDING HARDSTANDS (SEE ITEM P-630).G450G550G650GLOBAL 5000/6000G450G550G650GLOBAL 5000/6000G450G550G650GLOBAL 5000/6000LEAD-IN LINE AND STOP BARMARKING. SEE "STOP BARMARKING" DETAIL (TYP).STOP MARKING ATCONCRETE (TYP)STA 29+35.00,299.50' RTSTA 29+35.00,399.50' RTSHIFT AS REQUIRED TO AVOIDCONFLICT WITH CONCRETEHARDSTAND. COORDINATEWITH ENGINEER.NO.REVISIONSBYAPP.DATE3COST NEGOTIATION CHANGESMJHADS08/29/234CONFORMED DOCUMENTSMJHADS10/20/23CONSULTANTS, INC.XREFS: 21013 plan-ex.dwg; 21013 sheet-key.dwg; 21013 geom-pro.dwg IMAGES:DRAWING: 21013 mkl.dwg LAYOUT: L1DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371MARKING LAYOUTWINCHESTER REGIONAL AIRPORT3-51-0059-042-2021 (DESIGN)21013MJHADS/RSYMAY 20233648 1" = 30'RECONSTRUCT TERMINAL APRON - PHASE 2PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 mkl.dwg, L1, 2/29/2024 1:21:51 PM, MHerzing
SCALE: 1"=30'300FEET3060NSHEET INDEXNOTES1.ALL STATIONS AND OFFSETS GIVEN WITH RESPECTTO BASELINE "A" (TAXIWAY A CENTERLINE) UNLESSOTHERWISE NOTED.2.REFER TO "MARKING NOTES & DETAILS" SHEET FORMARKING NOTES.3.REFER TO "DEMOLITION PLAN" SHEET FORREMOVAL OF EXISTING MARKINGS.4.LOCATIONS OF EXISTING MARKINGS AREAPPROXIMATE AND SHALL BE VERIFIED IN THEFIELD BY THE CONTRACTOR.5.TIE INTO EXISTING TAXIWAY CENTERLINE ASORDERED BY THE ENGINEER.6.ALL FINAL MARKING SHALL INCLUDE A 6" BLACKBORDER.7.TIE-DOWNS SHALL BE LOCATED BASED ON THECONTROL POINTS IDENTIFIED AND PER THETIE-DOWN LAYOUT DETAILS.LEGENDPROPOSED TIE-DOWN ANCHOREXISTING MARKINGPROPOSED P-620 MARKINGPROPOSED P-630 SEAL COAT363733+0036+0039+0040+0041+0034+0035+0037+0038+0040+0034+0037+0038+5035+5032+50TAXIWAY ABASELINE "A"FH33+0036+0039+0040+0041+0034+0035+0037+0038+00TLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFACURVE DATA TABLENUMBERRADIUS(FT)RADIUS POINT STATION/OFFSET(BASELINE "A")C450STA 32+78.06, 404.50' RTC550STA 33+49.48, 474.50' RTC637STA 35+82.00, 387.50' RTC737STA 35+82.00, 281.50' RTC837STA 35+82.00, 207.50' RT6" WIDE TAXIWAY CENTERLINE(AVIATION YELLOW) WITH 6"BLACK OUTLINE EACH SIDE(NOT SHOWN) (TYP)C6C7C8STA 36+19.0±, 207.5'± RTNOTE 5STA 36+19.0±, 281.5'± RTNOTE 5STA 36+19.0±, 387.5'± RTNOTE 5C4C570.0'300' RT450' RT150' RT600' RT300' RT450' RT150' RT600' RT6" WIDE TAXIWAY CENTERLINE(AVIATION YELLOW) WITH 6"BLACK OUTLINE EACH SIDE(NOT SHOWN) (TYP)629.0'341.0'MATCHLINE SHEET 36TAXIWAY EDGE MARKING. SEE "TAXIWAYEDGE MARKING (CONTINUOUS) WITH 6"TAXIWAY CENTERLINE" DETAIL.SEE "PERMANENT CLOSEDTAXIWAY MARKING DETAIL"GLOBAL 5000/6000INTERMEDIATE HOLDING POSITIONMARKING. SEE "INTERMEDIATEHOLDING POSITION MARKING" DETAIL.TAXIWAY EDGE MARKING. SEE "TAXIWAYEDGE MARKING (DASHED) WITH 6"TAXIWAY CENTERLINE" DETAIL.17.5' (TYP)55.0'(TYP)STA 35+64.00,299.50' RTSTA 35+64.00,369.50' RT32.0'FIELD LOCATE TIE-DOWNANCHOR 3' TO THE EAST EDGEOF EXISTING DUCTBANK.STA 32+63.00, 387.50' RTSTA 35+51.00, 357.50' RTSTA 33+80.25, 501.50' RT55.0'NO.REVISIONSBYAPP.DATE4CONFORMED DOCUMENTSMJHADS10/20/23CONSULTANTS, INC.XREFS: 21013 plan-ex.dwg; 21013 sheet-key.dwg; 21013 geom-pro.dwg IMAGES:DRAWING: 21013 mkl.dwg LAYOUT: L2DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371MARKING LAYOUTWINCHESTER REGIONAL AIRPORT3-51-0059-042-2021 (DESIGN)21013MJHADS/RSYMAY 20233748 1" = 30'RECONSTRUCT TERMINAL APRON - PHASE 2PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 mkl.dwg, L2, 2/29/2024 1:21:56 PM, MHerzing
SHOULDER(GRASS OR PAVED)TAXIWAY EDGE MARKING (CONTINUOUS)WITH 6" TAXIWAY CENTERLINENTSTAXIWAYWIDTH6" TYP6" WIDE AVIATION YELLOWTAXIWAY CENTERLINEEDGE OFTAXIWAY (TYP)6" WIDE AVIATION YELLOWTAXIWAY EDGE STRIPE (TYP)6" BLACKBORDER (TYP)1/2 TAXIWAYWIDTHTIE-DOWN MARKING DETAILNTS17'12'24'3'TIE-DOWN ANCHOR (TYP)4" STRIPEAVIATIONYELLOWEDGE OF PAVEMENTMARKING NOTESGENERAL:1.THE CONTRACTOR SHALL SUBMIT DOCUMENTATION THAT THE PERSONNEL RESPONSIBLE FOR MARKING LAYOUT ANDAPPLICATION HAS A MINIMUM OF FIVE (5) YEARS OF SIMILAR EXPERIENCE WORKING ON AIRPORTS. THE CONTRACTORSHALL PROVIDE REFERENCES TO SUBSTANTIATE THE REQUIRED EXPERIENCE.2.ALL MARKINGS SHALL BE IN ACCORDANCE WITH FAA ADVISORY CIRCULAR (AC) 150/5340-1M, "STANDARDS FOR AIRPORTMARKINGS".3.ANY MARKINGS APPLIED ON NEW BITUMINOUS PAVEMENT PRIOR TO THE THIRTY (30) DAY CURE TIME SHALL BE APPLIED AT33 PERCENT OF THE SPECIFIED COVERAGE (345 SF/GAL) AND PAID FOR AS INITIAL MARKING. REFERENCE IS DIRECTED TOITEM P-620 OF THE SPECIFICATIONS.4.INITIAL MARKINGS SHALL BE APPLIED ON NEW PAVEMENT PRIOR TO OPENING OF PAVEMENT FOR TRAFFIC.5.INITIAL MARKINGS SHALL INCLUDE ALL MARKINGS SHOWN ON THE PLANS OR AS COORDINATED WITH THE ENGINEER. INITIAL MARKINGS ARE NOT REQUIRED FOR BLACK OUTLINES OR BORDERS.6.INITIAL MARKINGS SHALL NOT BE APPLIED TO PORTLAND CEMENT CONCRETE PAVEMENT UNTIL THE AREAS TO BE PAINTEDARE CLEAN OF CURING MATERIAL. HIGH PRESSURE WATER SHALL BE USED TO REMOVE CURING MATERIALS.7.AFTER PROPER PAVEMENT CURE FOR BITUMINOUS PAVEMENT, ALL MARKINGS ON THE "MARKING LAYOUT" SHALL BEMARKED AT THE FULL RATE (115 SF/GAL) AND PAID FOR AT THE CONTRACT UNIT PRICE PER SQUARE FOOT FORPERMANENT MARKING. REFERENCE IS DIRECTED TO ITEM P-620 OF THE SPECIFICATIONS.8.REFLECTIVE MEDIA SHALL BE PROVIDED AS OUTLINED IN ITEM P-620. ALL YELLOW MARKINGS SHALL BE REFLECTORAIZED.BLACK MARKINGS SHALL NOT BE REFLECTORIZED. MARKINGS WITHOUT BEADS MUST BE DRY PRIOR TO APPLYING MARKINGWITH BEADS. GLASS BEADS SHALL NOT BE HAND THROWN.9.THE PAVEMENT SHALL BE THOROUGHLY CLEANED PRIOR TO THE APPLICATION OF THE MARKINGS. THE CLEANING SHALLBE ACCOMPLISHED WITH HIGH PRESSURE WATER; THE USE OF CHEMICALS WILL NOT BE PERMITTED.10.ALL STATIONS AND OFFSETS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE CONTRACTOR.11.ALL MARKINGS SHALL BE LAID OUT ON THE PAVEMENT BY THE CONTRACTOR FOR ACCEPTANCE BY THE ENGINEER PRIORTO PLACEMENT.12.PRIOR TO THE START OF WORK, A CONTROL STRIP SHALL BE APPLIED IN ACCORDANCE WITH ITEM P-620-3.7. ALL STRIPINGEQUIPMENT SHALL BE CALIBRATED PRIOR TO THE TEST LINE APPLICATION. THE TEST SECTION SHALL INCLUDE THEAPPLICATION OF A MINIMUM OF 5 GALLONS OF PAINT AND APPLICATION OF 50 POUNDS OF TYPE III GLASS BEADS. ALL TESTLINES WILL BE INSPECTED DURING DARKNESS PRIOR TO THE COMMENCEMENT OF STRIPING OPERATIONS.13.FINAL MARKINGS SHALL BE WITHIN THE TOLERANCES OUTLINED IN ITEM P-620-3.5.14.EXCESS GLASS BEADS SHALL BE REMOVED BY VACUUM TRUCK, FOD BOSS, OR SIMILAR EQUIPMENT; BLOWING OF BEADS ISNOT ACCEPTABLE.15.REFER TO “PHASING NOTES” FOR SEQUENCE OF MARKING AND MARKING REMOVAL.MARKING REMOVAL NOTES:16.PAINT REMOVAL SHALL BE ACCOMPLISHED WITH EQUIPMENT AND IN A MANNER THAT WILL NOT DAMAGE THE PAVEMENT.APPROVED METHODS INCLUDE HIGH PRESSURE WATERBLASTING OR SCARIFICATION (GRINDING); THE USE OF CHEMICALSIS NOT PERMITTED. BLACKING OUT OF MARKINGS IS NOT PERMITTED. SCARIFICATION (GRINDING) SHALL BE LIMITED TOUNGROOVED PAVEMENTS OR TO REMOVING PAINT ABOVE THE SURFACE.17.ANY DAMAGE CAUSED BY THE CONTRACTOR'S OPERATIONS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE ANDIN A MANNER APPROVED BY THE ENGINEER.18.THE CONTRACTOR SHALL PROVIDE CERTIFICATION THAT THE CONTRACTOR'S EQUIPMENT HAS BEEN USED IN THEPERFORMANCE OF A SIMILAR CONTRACT.19.PRIOR TO THE START OF WORK, PAVEMENT MARKINGS SHALL BE REMOVED FROM A DESIGNATED TEST SECTION, NOT LESSTHAN 50 SQUARE YARDS IN SIZE. THE METHOD AND EQUIPMENT USED FOR THE TEST SECTION SHALL BE THE SAME ASTHAT INTENDED FOR THE REMAINDER OF THE WORK. THE TEST SECTION SHALL BE INSPECTED AND APPROVED BY THEENGINEER PRIOR TO BEGINNING ANY FURTHER PAINT REMOVAL. REFERENCE IS DIRECTED TO ITEM P-619 OF THESPECIFICATIONS.20.DIFFERENT DEGREES OF PAINT REMOVAL SHALL BE REQUIRED AS SHOWN ON THE PLANS AND DEFINED BELOW:a.AT LEAST 85-90 PERCENT OF MARKINGS SHALL BE REMOVED WHEN THE AREA IS TO BE REMARKED.b.AT LEAST 95-100 PERCENT OF MARKINGS SHALL BE REMOVED WHEN THE MARKING IS OBSOLETE.c.THE REMOVAL LEVEL IS DEFINED SUCH THAT THE PAVEMENT IS CLEARLY EXPOSED TO THE DEGREE SPECIFIED. THEDEGREE WILL BE VERIFIED BY THE GRID METHOD AS OUTLINED IN ITEM P-619.21.WATER FOR THE CONTRACTOR'S USE IS NOT AVAILABLE ON THE AIRFIELD. IT IS THE CONTRACTOR'S RESPONSIBILITY TOOBTAIN WATER NECESSARY FOR OPERATIONS.22.USED OR WASTE WATER FROM PAINT REMOVAL OPERATIONS SHALL BE COLLECTED BY THE CONTRACTOR AND DISPOSEDOF OFF-SITE IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL GUIDELINES.23.ACCUMULATIONS OF WATER, DUST, OR OTHER RESIDUE RESULTING FROM THE PAINT REMOVAL SHALL BE REMOVED ASTHE WORK PROGRESSES. PRIOR TO ANY PAINTING OPERATIONS, THE SURFACE SHALL BE FREE OF ANY DIRT, REMOVALRESIDUE, OR OTHER CONTAMINANTS THAT WOULD PREVENT THE BOND OF THE NEW COATING TO THE PAVEMENT.QUALITY CONTROL MEASURES SHALL INCLUDE A SIMPLE “PULL TEST” WITH ADHESIVE MATERIAL; EVIDENCE OF EXCESSIVEDEBRIS ON THE ADHESIVE INDICATES THAT ADDITIONAL CLEANING SHALL BE REQUIRED.TIE-DOWN MARKING TYPICAL SPACING DETAILNTS48'46'24'16'OFAOFAOFAOFA10'(MIN)10'(MIN)OBJECT FREEAREA (TYP)12.5'5'30'NOTE:1.THE CONTRACTOR SHALL SCHEDULE THE MARKING OF CLOSED TAXIWAYSIN ACCORDANCE WITH THE GENERAL AND PHASING NOTES.2.ALL PAINT SHALL MEET THE REQUIREMENTS OF FAA AC 150/5370-10; ITEMP-620.PERMANENT CLOSED TAXIWAY MARKING DETAILNTS6" WIDE BLACK BORDER(NO GLASS BEADS)AVIATION YELLOWWITH GLASS BEADSTAXIWAYCENTERLINE1"Ø(3) #3 REBAR~1-1/2"DOWELS-#7 REBAR (2' LONG MIN) PREDRILLPAVEMENT PRIOR TO ANCHOR DOWELINSTALLATION. CONCRETE SHALL HAVE ACOMPRESSIVE STRENGTH IN EXCESS OF3,000 PSI.~6±1/2"~3-1/4"8"±1"6'±4"~6-1/2"CONCRETE PARKING BLOCK DETAILNTSREBAR STIRRUP DETAILNTSR1.5"18"6"(TYP)R1.5 (TYP)#3 GRADE 60REINFORCING BARSECURE ONE REBARSTIRRUP THROUGH EACHMOORING EYE HOLE.(TWO STIRRUPS PERTIE-DOWN ANCHOR)STOP BAR MARKINGNTS5' (TYP)12" TALL AVIATIONYELLOW LETTERS (TYP)4" BLACK OUTLINE1'G6506"6" (TYP)6"BLACK PAINT8" STOP BAR (AVIATION YELLOW)8" LEAD-IN LINE (AVIATION YELLOW)INTERMEDIATE HOLDING POSITION MARKINGNTS55' TO TAXIWAYCENTERLINE3'TYP3'TYP6" TYP12" WIDE AVIATIONYELLOW6" WIDE BLACK BORDERBLACK BORDERREQUIRED REGARDLESSOF PAVEMENT TYPEEDGE OFTAXIWAY (TYP)TAXIWAY EDGE MARKING (DASHED)WITH 6" TAXIWAY CENTERLINENTS6" TYP15'25'15'TAXIWAYWIDTH6" WIDE AVIATION YELLOWTAXIWAY CENTERLINE6" WIDE AVIATION YELLOWTAXIWAY EDGE STRIPE. (TYP)6" BLACKBORDER (TYP)1/2 TAXIWAYWIDTHAPRON (TYP)VARIESTIE-DOWN ANCHOR DETAILNTSNOTES:1.ORIENT ALL MOORING EYES PER PLANS OR PER ENGINEER'S DIRECTION IN THE FIELD.2.AUGER OR CORE DRILL HOLE TO DIMENSIONS SHOWN. DISPOSE OF EXCAVATEDMATERIAL ON-SITE AT APPROVED WASTE AREA. PILOT HOLE PRE-DRILLING MAY BEREQUIRED TO PREVENT HEAVING OR DISTURBANCE TO ASPHALT.3.PRE-DRILLING OF HOLES PRIOR TO THE PLACEMENT OF PAVEMENT IS ENCOURAGEDTO IDENTIFY ANY SUBSURFACE CONDITIONS WHICH COULD IMPACT FUTURE CORINGOPERATIONS. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING THE TIE-DOWNANCHOR TO THE DIMENSIONS SHOWN ON THIS DETAIL.4.BOTTOM OF HOLE SHALL NOT BE NARROWER THAN THE TOP OF THE HOLE.5.REMOVE ANY WATER FROM HOLE PRIOR TO PLACING CONCRETE.12" DIAMETERCORE HOLEMATCH PAVEMENT GRADENEAT CORE HOLE3000 PSICONCRETEREBAR STIRRUPS. SEE"REBAR STIRRUP DETAIL".SECURE REBARTHROUGH HOLES INMOORING EYE (TYP)66" MINPACIFIC MARINE & INDUSTRIALMODEL P3490 AIRCRAFT ORAPPROVED EQUAL MOORING EYE18"COMPACTED SUBGRADESEE NOTE 4VARIESREVISED TIE-DOWN ANCHOR DETAILNTSNOTES:1.ORIENT ALL MOORING EYES PER PLANS OR PER ENGINEER'S DIRECTION IN THE FIELD.2.AUGER OR CORE DRILL HOLE TO DIMENSIONS SHOWN. DISPOSE OF EXCAVATEDMATERIAL ON-SITE AT APPROVED WASTE AREA. PILOT HOLE PRE-DRILLING MAY BEREQUIRED TO PREVENT HEAVING OR DISTURBANCE TO ASPHALT.3.PRE-DRILLING OF HOLES PRIOR TO THE PLACEMENT OF PAVEMENT IS ENCOURAGEDTO IDENTIFY ANY SUBSURFACE CONDITIONS WHICH COULD IMPACT FUTURE CORINGOPERATIONS. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING THE TIE-DOWNANCHOR TO THE DIMENSIONS SHOWN ON THIS DETAIL.4.BOTTOM OF HOLE SHALL NOT BE NARROWER THAN THE TOP OF THE HOLE.5.REMOVE ANY WATER FROM HOLE PRIOR TO PLACING CONCRETE.12" DIAMETERCORE HOLEMATCH PAVEMENT GRADENEAT CORE HOLE3000 PSICONCRETEREBAR STIRRUPS. SEE"REBAR STIRRUP DETAIL".SECURE REBARTHROUGH HOLES INMOORING EYE (TYP)48" MINPACIFIC MARINE & INDUSTRIALMODEL P3490 AIRCRAFT ORAPPROVED EQUAL MOORING EYE18"COMPACTED SUBGRADESEE NOTE 410" DIAMETERCORE HOLENO.REVISIONSBYAPP.DATE3COST NEGOTIATION CHANGESMJHADS08/29/234CONFORMED DOCUMENTSMJHADS10/20/23CONSULTANTS, INC.XREFS: IMAGES:DRAWING: 21013 mkd.dwg LAYOUT: L1DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371MARKING NOTES & DETAILSWINCHESTER REGIONAL AIRPORT3-51-0059-042-2021 (DESIGN)21013MJHADS/RSYMAY 20233848 NONERECONSTRUCT TERMINAL APRON - PHASE 2PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 mkd.dwg, L1, 2/29/2024 1:22:21 PM, MHerzing
SCALE: 1"=30'300FEET3060NSHEET INDEXNOTES1.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "A" (TAXIWAY ACENTERLINE) UNLESS OTHERWISE NOTED.2."REFER TO "DEMOLITION PLAN" SHEET FORREMOVAL OF EXISTING ELECTRICAL ITEMS.3.INSTALL PULLCAN PLAZA 15 FEET FROM EDGE OFPAVEMENT UNLESS OTHERWISE NOTED.4.EXTEND DUCT BANK 5 FEET PAST EDGE OFPAVEMENT.5.TERMINATE COUNTERPOISE AT GROUND ROD.BOND TO EXISTING COUNTERPOISE, WHEREAPPLICABLE.6.CONNECT TO EXISTING CIRCUIT AS ORDERED BYTHE ENGINEER.INDIVIDUALCONDUITSTRENCH, CONDUIT,OR DUCT BANKSYMBOLSIGN/LIGHT COLOR LEGENDDUCT BANK LABEL LEGENDTRENCH, CONDUIT &5-3 / 2A / 4B / 3D-#6g, 2C-#4gGND WIRE SIZECIRCUIT CODENUMBER OF CABLESNUMBER OFCONDUITSBACKGROUNDOR LENS COLORCHARACTEROR LENS COLORW/RB - BLACKC - CLEARG - GREENO - OBSCUREDR - REDW - WHITEY - YELLOWL-858 AIRFIELD GUIDANCE SIGNL-861T BASE MOUNTED MITLPROPOSED APRON LIGHT AND POLEL-867 ELECTRICAL PULLCANELECTRICAL/UTILITY HANDHOLEELECTRICAL JUNCTION BOXCOUNTERPOISE GROUND RODHANDHOLE LABELCONDUIT & CABLEPLOWED COUNTERPOISEDUCT BANK - BURIED UNDER PAVEMENT(CONCRETE ENCASED)PROPOSED PVC DRAINAGE CONDUITPROPOSED UNDERDRAINSYMBOL DESCRIPTION PHJHH1ELECTRICAL SYMBOL LEGENDEXISTINGREMOVENEWRELOCATEADJUSTSYMBOL STATUS XRA394026+0027+0029+0030+0024+0025+0028+0031+0032+0025+0028+0031+0029+5026+5025+0028+0031+0029+5026+50TAXIWAY ABASELINE "A"23+5023+50DenseDenseDenseGuyGuyGuyDenseDenseDenseE106E107E10815" SLCPPJJE503E502E502AE50118" RCP18" RCP18" RCPHE201300' RT450' RT150' RTBUFFLICK ROAD26+0027+0029+0030+0024+0025+0028+0031+0032+00HHH22300' RT450' RT150' RTMATCHLINE SHEET 40AB146-6 / * / * / * / * / * / *46-4 / * / * / * / *46-2 / * / *42-1 / *4-2 / L1, M1 / S13-1 / 2A3-1 / 2ANOTE 5NOTE 54-1 / 2ANOTE 6NOTE 6STA 29+70±, 68'± RTNOTE 3STA 29+70±, 137'± RTNOTE 342-2 / * / *4-2 / * / *4-2 / * / *4-1 / *8-4 / L1, M1, W / L2, M2 / S8-4 / L1, M1, W / S20'TIE DRAINAGE CONDUITINTO PROPOSEDCATCHBASIN4" DRAINAGE CONDUIT4" DRAINAGE CONDUIT4" DRAINAGE CONDUITJP1P24 SP@ 48'±HH1HH2HH3COORDINATE ACCESS TOINSTALL SIGN WITH OWNERNOT IN CONTRACTTRENCH, CONDUIT, & DUCT BANK SCHEDULESYMDESCRIPTION1TRENCH - LIGHTING PROTECTION3CONDUIT - WITHOUT COUNTERPOISE (2" PVC)4CONDUIT - WITH COUNTERPOISE (2" PVC)8CONDUIT OR DUCT BANK - EXISTING13CONDUIT - WITH COUNTERPOISE (4W-4", 1W-2")14DUCT BANK - INSTALLED UNDER NEW PAVEMENT (4W-4", 1W-2") +42DUCT BANK - INSTALLED UNDER NEW PAVEMENT (2" PVC) +46DUCT BANK - INSTALLED UNDER NEW PAVEMENT (6" PVC) + + Aircraft Rated PavementCIRCUIT SCHEDULESYMCIRCUIT & CABLE DESCRIPTIONVOLTAGECONDUCTORSIZEGROUNDSIZENOTESATAXIWAY#81L1APRON LIGHTING - WEST (POLE P1)208V#6#103L2APRON LIGHTNG - WEST (POLE P2)208V#8#103M1OBS. LIGHT/DUPLEX - WEST (POLE P1)120V#3#103M2OBS. LIGHT/DUPLEX - WEST (POLE P2)120V#4#103P3APRON LIGHTING - EAST (POLE P3)208V#12#103P4APRON LIGHTING - EAST (POLE P4)208V#8#103P5APRON LIGHTING - EAST (POLE P5)208V#8#103Q3OBS. LIGHT/DUPLEX - EAST (POLE P3)120V#8#103Q4OBS. LIGHT/DUPLEX - EAST (POLE P4)120V#4#103Q5OBS. LIGHT/DUPLEX - EAST (POLE P5)120V#3#103SSECURITY CABLING (BY OWNER)-5TTELECOM SERVICE (BY UTILITY)-5UAIRPORT COMMUNICATIONS5, 6VSANITARY CIRCUIT240V#10#103WGATE #1 CIRCUIT208V#6#103XBEACON CONTROL CABLE120V#10#103*SPARE CONDUIT-5(1) 5,000 Volt L-824 Type C(2) 600V USE Cable(3) 600V RHW / XHHW Cable(4) Refer to Panel Schedules and Electrical Single Line(5) Provide Pull Rope (300lbs Tension Strength Test)(6) Hybrid 6-pair single mode / 6-pair multi-mode fiber optic cable suitable fordirect burialNO.REVISIONSBYAPP.DATE1ADDENDUM NO. ONE (1)MJHADS07/06/232ADDENDUM NO. TWO (2)MJHADS07/12/233COST NEGOTIATION CHANGESMJHADS08/29/234CONFORMED DOCUMENTSMJHADS10/20/23CONSULTANTS, INC.XREFS: 21013 plan-ex.dwg; 21013 sheet-key.dwg; 21013 geom-pro.dwg IMAGES:DRAWING: 21013 ele.dwg LAYOUT: L1DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371ELECTRICAL LAYOUTWINCHESTER REGIONAL AIRPORT3-51-0059-042-2021 (DESIGN)21013MJHADS/RSYMAY 20233948 1" = 30'RECONSTRUCT TERMINAL APRON - PHASE 2PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 ele.dwg, L1, 2/29/2024 1:22:54 PM, MHerzing
SCALE: 1"=30'300FEET3060NSHEET INDEXNOTES1.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "A" (TAXIWAY ACENTERLINE) UNLESS OTHERWISE NOTED.2."REFER TO "DEMOLITION PLAN" SHEET FORREMOVAL OF EXISTING ELECTRICAL ITEMS.3.INSTALL PULLCAN PLAZA 15 FEET FROM EDGE OFPAVEMENT UNLESS OTHERWISE NOTED.4.EXTEND DUCT BANK 5 FEET PAST EDGE OFPAVEMENT.5.TERMINATE COUNTERPOISE AT GROUND ROD.BOND TO EXISTING COUNTERPOISE, WHEREAPPLICABLE.6.CONNECT TO EXISTING CIRCUIT AS ORDERED BYTHE ENGINEER.INDIVIDUALCONDUITSTRENCH, CONDUIT,OR DUCT BANKSYMBOLSIGN/LIGHT COLOR LEGENDDUCT BANK LABEL LEGENDTRENCH, CONDUIT &5-3 / 2A / 4B / 3D-#6g, 2C-#4gGND WIRE SIZECIRCUIT CODENUMBER OF CABLESNUMBER OFCONDUITSBACKGROUNDOR LENS COLORCHARACTEROR LENS COLORW/RB - BLACKC - CLEARG - GREENO - OBSCUREDR - REDW - WHITEY - YELLOWL-858 AIRFIELD GUIDANCE SIGNL-861T BASE MOUNTED MITLPROPOSED APRON LIGHT AND POLEL-867 ELECTRICAL PULLCANELECTRICAL/UTILITY HANDHOLEELECTRICAL JUNCTION BOXCOUNTERPOISE GROUND RODHANDHOLE LABELCONDUIT & CABLEPLOWED COUNTERPOISEDUCT BANK - BURIED UNDER PAVEMENT(CONCRETE ENCASED)PROPOSED PVC DRAINAGE CONDUITPROPOSED UNDERDRAINSYMBOL DESCRIPTION PHJHH1ELECTRICAL SYMBOL LEGENDEXISTINGREMOVENEWRELOCATEADJUSTSYMBOL STATUS XRA394033+0036+0039+0040+0041+0034+0035+0037+0038+0040+0034+0037+0038+5035+5032+50TAXIWAY ABASELINE "A"300' RT450' RT150' RTCBCBPipePipePipeFH708.2708.5E118E119E120E201E203E202JJJJHH18" SLCPPE101.1E101E501E603AE602E601E506E508E507E50518" RCP6" PVC18" RCP24" RCP30" RCP30" RCP36" RCPPPJJJ24" RCP24" RCP600' RT33+0036+0039+0040+0041+0034+0035+0037+0038+00300' RT450' RT150' RT600' RTMATCHLINE SHEET 39HAB24-4 / P4, Q4 / P5, Q5 / * / S, X14-5 / U / * / * / * / *4-1 / 2ANOTE 68-8 / L1, M1, W / L2, M2 / P3, Q3 / P4, Q4 / P5, Q5 / S, X8-4 / P3, Q3 / P4, Q4 / P5, Q5 / S, X4-4 / P5, Q5 / * / * / S, XHTIE HANDHOLE DRAINAGECONDUIT INTO PROPOSEDINLET (SLOPE TO INLET)TIE INTO EXISTING CONDUITNOTE 6TIE INTO EXISTING CONDUITNOTE 6TIE INTO EXISTING DUCTBANK13-5 / U / * / * / * / *8-5 / U / * / * / * / *30'2" DRAINAGECONDUIT (NOSEPARATE PAY ITEM)13-5 / U / * / * / * / *8-4 / L1, M1, W / L2, M2 / SP3P4P58-8 / L1, M1, W / L2, M2 / P3, Q3 / P4, Q4 / P5, Q5 / V, XLOCATE AND INTERCEPT BEACONCONTROL CONDUIT AND SWEEPINTO NEW 4 WAY DUCT WITH 2" PVCCOORDINATE ACCESS TOINSTALL SIGN WITH OWNERHH4HH5EXTEND NEW DUCTS TOEXISTING HANDHOLE ASREQUIRED4-3 / P5, Q5 / * / SEXISTING 2" PVC. INSTALL NEWCONTROL CABLE TO BEACON(APPROXIMATELY 300'±).NO SEPARATE PAY.8-1 / XREMOVE ALL EXISTING FOC FROM EXISTING HANDHOLE ONNORTH SIDE OF TAXIWAY A (NOT SHOWN). SPLICE ATHANDHOLE AND INSTALL NEW FOC FROM THE HANDHOLE,THROUGH EXISTING AND NEW DUCT SYSTEMS, TO NEWTERMINAL BUILDING. TERMINATE CABLE WHERE DIRECTEDBY OWNER. ANTICIPATE ALL CABLING WITHIN NEW TERMINALTO BE INSIDE DUCTS INSTALLED BY OTHERS. ASSUME CABLEMAY NEED TO REACH TO MOST DISTANT POINT IN BUILDING.COST INCIDENTAL TO PAY TEM FOR APRON AREA LIGHTING.JTRENCH, CONDUIT, & DUCT BANK SCHEDULESYMDESCRIPTION1TRENCH - LIGHTING PROTECTION3CONDUIT - WITHOUT COUNTERPOISE (2" PVC)4CONDUIT - WITH COUNTERPOISE (2" PVC)8CONDUIT OR DUCT BANK - EXISTING13CONDUIT - WITH COUNTERPOISE (4W-4", 1W-2")14DUCT BANK - INSTALLED UNDER NEW PAVEMENT (4W-4", 1W-2") +42DUCT BANK - INSTALLED UNDER NEW PAVEMENT (2" PVC) +46DUCT BANK - INSTALLED UNDER NEW PAVEMENT (6" PVC) + + Aircraft Rated PavementCIRCUIT SCHEDULESYMCIRCUIT & CABLE DESCRIPTIONVOLTAGECONDUCTORSIZEGROUNDSIZENOTESATAXIWAY#81L1APRON LIGHTING - WEST (POLE P1)208V#6#103L2APRON LIGHTNG - WEST (POLE P2)208V#8#103M1OBS. LIGHT/DUPLEX - WEST (POLE P1)120V#3#103M2OBS. LIGHT/DUPLEX - WEST (POLE P2)120V#4#103P3APRON LIGHTING - EAST (POLE P3)208V#12#103P4APRON LIGHTING - EAST (POLE P4)208V#8#103P5APRON LIGHTING - EAST (POLE P5)208V#8#103Q3OBS. LIGHT/DUPLEX - EAST (POLE P3)120V#8#103Q4OBS. LIGHT/DUPLEX - EAST (POLE P4)120V#4#103Q5OBS. LIGHT/DUPLEX - EAST (POLE P5)120V#3#103SSECURITY CABLING (BY OWNER)-5TTELECOM SERVICE (BY UTILITY)-5UAIRPORT COMMUNICATIONS5, 6VSANITARY CIRCUIT240V#10#103WGATE #1 CIRCUIT208V#6#103XBEACON CONTROL CABLE120V#10#103*SPARE CONDUIT-5(1) 5,000 Volt L-824 Type C(2) 600V USE Cable(3) 600V RHW / XHHW Cable(4) Refer to Panel Schedules and Electrical Single Line(5) Provide Pull Rope (300lbs Tension Strength Test)(6) Hybrid 6-pair single mode / 6-pair multi-mode fiber optic cable suitable fordirect burialNO.REVISIONSBYAPP.DATE1ADDENDUM NO. ONE (1)MJHADS07/06/232ADDENDUM NO. TWO (2)MJHADS07/12/234CONFORMED DOCUMENTSMJHADS10/20/23CONSULTANTS, INC.XREFS: 21013 plan-ex.dwg; 21013 sheet-key.dwg; 21013 geom-pro.dwg IMAGES:DRAWING: 21013 ele.dwg LAYOUT: L2DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371ELECTRICAL LAYOUTWINCHESTER REGIONAL AIRPORT3-51-0059-042-2021 (DESIGN)21013MJHADS/RSYMAY 20234048 1" = 30'RECONSTRUCT TERMINAL APRON - PHASE 2PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 ele.dwg, L2, 2/29/2024 1:23:04 PM, MHerzing
ELECTRICAL ABBREVIATIONS:(NOT ALL ABBREVIATIONS MAY BE USED IN THIS PROJECT)A, AMP-AMPEREAC-FAA ADVISORY CIRCULARAHJ-AUTHORITY HAVING JURISDICTIONAEIC-ASSOCIATION OF EDISON ILLUMINATING COMPANIESAFL-AIRFIELD LIGHTINGANSI-AMERICAN NATIONAL STANDARDS INSTITUTEASTM-AMERICAN SOCIETY FOR TESTING AND MATERIALSAWG-AMERICAN WIRE GAUGEC-CONDUITCCR-CONSTANT CURRENT REGULATORCL-CENTERLINEDEB-DIRECT EARTH BURIALDEMO-DEMOLISHEG-EXEMPLI GRATIA, “FOR EXAMPLE”EGC-EQUIPMENT GROUNDING CONDUCTORELEC-ELECTRICALEMI-ELECTROMAGNETIC INTERFERENCEEMT-ELECTRIC METALLIC TUBE CONDUITEQUIP-EQUIPMENTETC-ETCETERA, “AND OTHER SIMILAR THINGS”, “AND SO FORTH”ETR-EXISTING TO REMAINEX-EXISTINGEXIST-EXISTINGFAA-FEDERAL AVIATION ADMINISTRATIONFMC-FLEXIBLE METALLIC CONDUITFO-FIBER OPTICG, GND-GROUNDGEC-GROUNDING ELECTRODE CONDUCTORHZ-HERTZICEA-THE INSULATING CABLE ENGINEERS ASSOCIATIONIEEEINSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERSIMC-INTERMEDIATE METAL CONDUITIP-INGRESS PROTECTION (NUMBER INDICATES RATING)KAIC-1,000 AMPERE SYMMETRICAL INTERRUPTING CAPACITY RMSKCMIL-1,000 CIRCULAR MILS (MCM)KVA-KILOVOLT-AMPERESKW-KILOWATTSLFMC-LIQUID TIGHT FLEXIBLE METALLIC CONDUITLTG-LIGHTINGMAX-MAXIMUMMIN-MINIMUMMTD-MOUNTEDMTG- MOUNTINGN, NEU-NEUTRALNEC-NFPA 70 - NATIONAL ELECTRIC CODENECA-NATIONAL ELECTRICAL CONTRACTORS ASSOCIATIONNEMA-NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATIONNESC-NATIONAL ELECTRIC SAFETY CODENF-NON-FUSEDNFPA-NATIONAL FIRE PROTECTION ASSOCIATIONNIC-NOT IN CONTRACTNRTL-NATIONALLY RECOGNIZED TESTING LABORATORYNTS-NOT TO SCALEPSI-POUNDS PER SQUARE INCHPVC-POLYVINYL CHLORIDE CONDUITQTY-QUANTITYREQ'D-REQUIREDRGS-RIGID GALVANIZED STEEL CONDUITRMS-ROOT MEAN SQUARERPR-RESIDENT PROJECT REPRESENTATIVERW-RUNWAYTW-TAXIWAYTYP-TYPICALUON-UNLESS OTHERWISE NOTEDUPS-UNINTERRUPTIBLE POWER SUPPLYUTP-UNSHIELDED TWISTED PAIRV-VOLTAGE, VOLTSVA-VOLT-AMPERESW-WIRE, WATTXFMR-TRANSFORMERREFER TO THE FOLLOWING REFERENCES FOR ADDITIONAL ABBREVIATIONS NOT DEFINED ABOVE.·FAA (HTTPS://WWW.FAA.GOV/AIRPORTS/RESOURCES/ACRONYMS/)·FAA ADVISORY CIRCULAR AC 150/5340-30J APPENDIX C·NFPA 70 NATIONAL ELECTRIC CODE (NEC) (HTTPS://WWW.NFPA.ORG)·NECA 100 (HTTPS://NECANET.ORG)·BICSI ICT TERMINOLOGY HANDBOOK (HTTPS://WWW.BICSI.ORG)·OTHER APPLICABLE CODES AND SPECIFICATIONSELECTRICAL NOTES:GENERAL:1.ITEMS LISTED IN THE FOLLOWING NOTES ARE INCIDENTAL TO THE COST OF THIS PROJECT AND SHALLNOT BE CONSIDERED SEPARATE PAY ITEMS, UON.2.SUBMIT THE AIRFIELD ELECTRICAL CONTRACTOR QUALIFICATIONS OF THE INSTALLERS TO THEENGINEER FOR WRITTEN APPROVAL. THE AIRFIELD ELECTRICAL CONTRACTOR SHALL HAVE A MINIMUMOF THREE (3) YEARS EXPERIENCE AND A MINIMUM OF TWO (2) PROJECTS, INSTALLING OR REPLACINGAIRFIELD LIGHTING SYSTEMS (INCLUDING RUNWAY LIGHTING, TAXIWAY LIGHTING, WIND INDICATORS,PAPI LIGHTING, APPROACH LIGHTING, AIRFIELD LIGHTING VAULT ELECTRICAL SYSTEMS, AIRFIELDLIGHTING CONSTANT CURRENT REGULATORS) OF THE SAME TYPE AND KIND INCLUDED IN THISPROJECT. THE CONTRACTOR SHALL HAVE THE APPROVED QUALIFIED CONTRACTOR INSTALLERONSITE DURING ALL AIRFIELD ELECTRICAL CONSTRUCTION ACTIVITIES.3.THE TERM “PROVIDE” AND “PROVIDED” AS USED IN THESE DOCUMENTS SHALL BE UNDERSTOOD TOMEAN “CONTRACTOR SHALL PROVIDE COMPLETE IN PLACE” AS WELL AS “CONTRACTOR SHALLFURNISH AND INSTALL”.4.PROVIDE ALL WORK, EQUIPMENT, SERVICES, LABOR, AND MATERIALS FOR THE INSTALLATION OFCOMPLETE AND FUNCTIONAL ELECTRICAL SYSTEMS AS DESCRIBED OR IMPLIED BY THE CONTRACTDOCUMENTS.5.ELECTRICAL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE LATEST EDITION OF THEFOLLOWING CODES AND GUIDELINES:·NFPA 70 - NATIONAL ELECTRIC CODE (NEC)·NFPA 70E - STANDARD FOR “ELECTRICAL SAFETY IN THE WORKPLACE”·IEEE C2 - NATIONAL ELECTRIC SAFETY CODE (NESC)·ELECTRICAL UTILITY GUIDELINES·FAA AC 150-5340-26 MAINTENANCE OF AIRPORT VISUAL AID FACILITIES·ALL OTHER APPLICABLE STANDARDS AND CODES NOT LISTEDWHERE REQUIREMENTS OF THE CONTRACT DOCUMENTS ARE IN EXCESS OF THE ABOVE CODEREQUIREMENTS, THE CONTRACT DOCUMENTS SHALL GOVERN.6.UNLESS DIMENSIONED, LOCATIONS INDICATED FOR DEVICES AND EQUIPMENT ARE APPROXIMATE ANDSHALL BE FIELD VERIFIED AND COORDINATED WITH THE ENGINEER. THE DRAWINGS AREDIAGRAMMATIC AND ARE NOT INTENDED TO INCLUDE EVERY DETAIL OF CONSTRUCTION, MATERIALS,CIRCUITRY, EQUIPMENT, OR EXACT ROUTING OF CIRCUITRY. TAKE ACTUAL FIELD MEASUREMENTS ATTHE JOB SITE IN LIEU OF SCALING THE DRAWINGS.7.POINTS OF TANGENCY (PT'S) AND INTERSECTION POINTS (IP'S) SHOWN ON THE PLANS AREAPPROXIMATE AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR WITH THE ENGINEER TO RESOLVEANY DISCREPANCIES.8.MAINTAIN A SINGLE CLEAN MASTER MARK-UP SET OF DRAWINGS, SHOWING AS-BUILT CONDITIONS ANDMAKE AVAILABLE FOR PERIODIC REVIEW. ALL CHANGES OR CLARIFICATIONS TO THE INSTALLATIONMADE IN THE FIELD SHALL BE REFLECTED ON THE MASTER SET WITHIN 48 HOURS OF MAKING ANYCHANGES FROM THE CONSTRUCTION DOCUMENTS. TURN IN THE MASTER MARKUP SET AT THE END OFCONSTRUCTION.9.REPORT ALL CONFLICTS WITHIN THE CONTRACT DOCUMENTS OR WITH EXISTING CONDITIONS IN THEFIELD TO THE ENGINEER WITHIN 24 HOURS. SUBMIT PHOTOGRAPHS AND/OR SKETCHES TO CLARIFYCONDITIONS UPON REQUEST.10.OBTAIN ALL PERMITS ASSOCIATED WITH THE WORK. PERMITS SHALL BE OBTAINED IN A TIMELYFASHION TO ENSURE NO NEGATIVE IMPACT ON THE CONSTRUCTION SCHEDULE. NOTIFY THE CODEENFORCING AUTHORITIES AND SCHEDULE ALL REQUIRED INSPECTIONS WITH THE STATE, COUNTY,AND CITY OFFICIALS (WHERE APPLICABLE) AND LOCAL AUTHORITY HAVING JURISDICTION.11.LIGHTING SYSTEMS FOR OPEN AIRCRAFT OPERATIONAL AREAS (AOA) SHALL REMAIN READY FOROPERATION DURING INSTRUMENT FLIGHT RULES (IFR) WEATHER CONDITIONS AND FROM DUSK TODAWN. COORDINATE AT LEAST 48 HOURS IN ADVANCE ANY AND ALL INTERRUPTIONS OF ELECTRICALSERVICES TO ACTIVE LIGHTING CIRCUITS WITH THE ENGINEER AND OWNER.12.ANY DAMAGE TO EXISTING ACTIVE CIRCUITS CAUSED BY THE CONTRACTOR'S EQUIPMENT ORPERSONNEL SHALL BE IMMEDIATELY REPAIRED WITHIN 24 HOURS BY THE CONTRACTOR AT THECONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER AND ENGINEER.13.MAINTAIN ELECTRICAL SERVICE TO ALL EQUIPMENT AFFECTED BY THE SCOPE OF THE PROJECT. ANYREQUIREMENTS FOR TEMPORARY ELECTRICAL POWER SHALL BE THE CONTRACTOR'SRESPONSIBILITY. TEMPORARY ELECTRICAL POWER SHALL BE MAINTAINED AND PROTECTED BY THECONTRACTOR.14.ONLY QUALIFIED PERSONNEL TRAINED AND FAMILIAR WITH CONSTANT CURRENT HIGH VOLTAGEELECTRICAL EQUIPMENT SHALL BE ALLOWED TO WORK ON AIRFIELD LIGHTING CIRCUITS. ALL SAFETYPRECAUTIONS OF ALL CODES AND GUIDELINES MUST BE OBSERVED.15.PROVIDE AND MAINTAIN A LOCK-OUT KIT ON SITE AT ALL TIMES. LOCK-OUT KIT SHALL HAVE UNIQUELYKEYED LOCKS FOR EACH ELECTRICAL WORKER. TAG EACH CIRCUIT LOCK WITH THE CONTRACTOR'SCOMPANY, NAME AND PHONE NUMBER CLEARLY IDENTIFIED. MANUALLY LOCK-OUT EACH CIRCUITWHEN WORK IS BEING PERFORMED ON THAT CIRCUIT. SCHEDULE LOCK-OUT WITH THE OWNER.PROVIDE 48 HOURS OF ADVANCED NOTICE EACH TIME A CIRCUIT IS SECURED AND EACH TIME THECIRCUIT IS ENERGIZED AND RETURNED TO REMOTE CONTROL. THE CONTRACTOR SHALL BE CERTIFIEDAND TRAINED BY THE OWNER PRIOR TO PERFORMING WORK OR LOCK-OUTS.16.WORK ON EQUIPMENT, DEVICES AND CABLING WHILE ELECTRICAL CIRCUIT IS ENERGIZED ISPROHIBITED EXCEPT FOR METERING VOLTAGE AND CURRENT, UON. NOTIFY ENGINEER AND OWNERWITH WRITTEN AND SIGNED LIVE WORK PERMIT REQUEST IF LIVE WORK CANNOT BE AVOIDED. LIVEWORK SHALL ONLY BE PERFORMED BY TRAINED ELECTRICIANS WITH PERSONAL PROTECTIVEEQUIPMENT (PPE) PER THE LATEST EDITION OF NFPA 70E STANDARD FOR “ELECTRICAL SAFETY IN THEWORKPLACE.” AND LICENSED ENGINEER CALCULATED ARC FLASH ANALYSIS.17.METERS SHALL BE TRUE RMS TYPE, CALIBRATED, AND RATED FOR MAXIMUM POSSIBLE VOLTAGEPRESENT ON CIRCUIT METERED. CONSTANT CURRENT CIRCUITS SHALL NOT BE MANUALLY METEREDFOR VOLTAGE WHILE ENERGIZED.18.THE CONTRACTOR SHALL HAVE A TONE GENERATOR TYPE CABLE TRACER ON SITE AT ALL TIMES.MAINTAIN ALL UTILITY MARKINGS WITHIN ALL LIMITS OF CONSTRUCTION.19.EXISTING ELECTRICAL EQUIPMENT AND MATERIALS REMOVED SHALL BE OFFERED TO THE OWNERPRIOR TO DISPOSAL. ITEMS ACCEPTED BY THE OWNER SHALL REMAIN THE PROPERTY OF THE OWNERAND STORED AT THE AIRPORT AT A LOCATION AS ORDERED BY THE ENGINEER OR OWNER, UON.MATERIALS:20.MATERIALS INCLUDED IN THIS PROJECT SHALL BE NEW AND IN ACCORDANCE WITH PROJECTSPECIFICATIONS AND INSTALLED PER MANUFACTURER RECOMMENDATIONS, UON. ALL MATERIALSSHALL BE LABELED AND LISTED FOR USE INTENDED BY A NRTL (UL, ETL INTERTEK, CSA, FMAPPROVALS, ETC) WHEN A STANDARD FOR SUCH MATERIAL AND USE EXIST.21.PRODUCTS AND MATERIALS SHALL COMPLY WITH REFERENCED STANDARDS AND PUBLICATIONS (E.G.FAA, ICAO, NEMA, ANSI, ASTM, IEEE, AEIC, ICEA, ETC).22.MANUFACTURER'S NAMES AND MODEL NUMBERS MAY BE GIVEN FOR DESCRIPTIVE PURPOSES, TOINDICATE A LEVEL OF QUALITY AND ARE NOT INTENDED TO LIMIT PRODUCTS TO A SINGLEMANUFACTURER. PRODUCTS MUST BE DEEMED EQUAL AND APPROVED BY THE ENGINEER DURINGSUBMITTAL REVIEW PRIOR TO PURCHASE.23.EQUIPMENT AND DEVICES OF EACH KIND (LIGHT FIXTURES, BASES, PANELBOARDS, TRANSFORMERS,DISCONNECTS, WIRING DEVICES, ETC) SHALL BE THE PRODUCT OF THE SAME MANUFACTURER.24.ELECTRICAL AND LIGHTING SYSTEM COMPONENTS PROVIDED (INCLUDING FAA APPROVED EQUIPMENT)SHALL BE COMPATIBLE IN ALL ASPECTS TO THE NEW AND EXISTING INSTALLATION. ANY COMPONENTPROVIDED THAT IS INCOMPATIBLE SHALL BE REPLACED AT THE COST OF THE CONTRACTOR WITH ACOMPATIBLE PRODUCT THAT IS APPROVED BY THE ENGINEER.25.EQUIPMENT AND DEVICES (INCLUDING FAA APPROVED) PROVIDED SHALL NOT GENERATE EMICONFLICTING WITH ANY COMMUNICATIONS, WEATHER, AIR NAVIGATION AND AIR TRAFFIC CONTROLEQUIPMENT. ANY COMPONENT PROVIDED THAT GENERATES INTERFERENCE SHALL BE REPLACED ATTHE COST OF THE CONTRACTOR WITH A COMPATIBLE PRODUCT THAT IS APPROVED BY THE ENGINEER.26.POWER AND CONTROL CONDUCTORS AND DISTRIBUTION BUSSES SHALL BE COPPER, UON. ALUMINUMCONDUCTORS ARE NOT ALLOWED. EQUIPMENT AND DEVICES SHALL BE DESIGNED FOR COPPERTERMINATIONS.27.PROVIDE THE FOLLOWING CONDUIT TYPES FOR LISTED APPLICATIONS, UON.·CONNECTIONS TO VIBRATING OR MOVABLE EQUIPMENT IN DAMP/WET LOCATIONS - LFMC·DAMP/WET - RGS OR IMC·ABOVE GROUND EXTERIOR - RGS - TRANSITION FROM PVC TO RGS 24” BELOW GRADE.·UNDERGROUND - PVC, SCHEDULE 40 OR RGS. UNDERGROUND CONDUIT BENDS SHALL BE ULAPPROVED LONG RADIUS. TRANSITION TO RGS 24” BELOW GRADE BEFORE ROUTING ABOVE GROUND.·CONCRETE ENCASED DUCTBANK - PVC, SCHEDULE 40 OR RGS. UNDERGROUND CONDUIT BENDSSHALL BE UL APPROVED LONG RADIUS. RGS ENCASED CONDUITS SHALL BE PROVIDED WITHFACTORY APPLIED PVC COATING OR WITH FIELD APPLIED BITUMASTIC COATING.28.APPLY COLD GALVANIZING COMPOUND ON ALL EXPOSED GALVANIZED CONDUIT THREADS AND WHEREGALVANIZED SURFACE FINISH MAY BE DAMAGED.29.DO NOT COMBINE MATERIALS THAT CAN FORM AN ELECTROLYTIC COUPLE THAT WILL ACCELERATECORROSION IN THE PRESENCE OF MOISTURE. USE CONDUCTORS WITH PROTECTIVE COATINGSWHERE AMBIENT CONDITIONS MAY CAUSE ACCELERATED DETERIORATION OR CORROSION OFCONDUCTORS (E.G. LOCATIONS EXPOSED DEICING MATERIALS, SALT, CHEMICALS, CLEANERS, ETC).30.WARRANT ALL MATERIALS, EQUIPMENT, AND WORKMANSHIP SHOWN OR IMPLIED BY THESEDOCUMENTS TO BE FREE OF DEFECTS FOR A PERIOD OF ONE YEAR FROM THE TIME OF ACCEPTANCEBY THE OWNER, UON. IF WITHIN THE WARRANTY PERIOD ANY WORK OR EQUIPMENT IS FOUND TO BEDEFECTIVE, CONTRACTOR SHALL CORRECT IT WITHIN 14 CALENDAR DAYS AT NO COST TO THEOWNER.31.ALL AIRFIELD LIGHT FIXTURES, CABLING, CONNECTORS AND OTHER APPLICABLE PRODUCTS SHALL BELISTED ON LATEST EDITION OF THE FAA ADVISORY CIRCULAR 150/5345-53 ADDENDUM.32.CONTRACTOR SHALL BE REQUIRED TO CONNECT TO EXISTING CONDUIT, LIGHT FIXTURES, SIGNS, PULLCANS, AND OTHER UNDERGROUND STRUCTURES. MAKE CONNECTION TO EXISTING STRUCTURESUSING MANUFACTURED COUPLINGS.33.AIRFIELD L-867 LIGHT BASES SHALL BE SIZE B (12” DIAMETER), 24” DEEP, CLASS 1A, UON.34.FRANGIBLE GROOVES SHALL NOT EXCEED 1-1/2” ABOVE THE EDGE OF BASE COVER. BASE MOUNTEDFRANGIBLE SUPPORTS SHALL NOT HAVE WEEP HOLES TO THE EXTERIOR. PLUGGED HOLES ARE NOTACCEPTABLE. FRANGIBLE COUPLINGS SHALL HAVE 1/4" MINIMUM DIAMETER OR EQUIVALENT OPENINGTO ALLOW MOISTURE TO DRAIN INTO THE LIGHT BASE.35.AIRFIELD LIGHTING AND POWER CIRCUITS SHALL BE FAA TYPE L-824 WITH TYPE C CROSS-LINKEDPOLYETHYLENE INSULATION VOLTAGE AND CONDUCTOR SIZE AS SHOWN ON DRAWINGS, UON.36.PROVIDE EACH AIRFIELD LIGHT FIXTURE COMPLETE, INCLUDING BUT NOT LIMITED TO:·LISTED LIGHT FIXTURE AS SPECIFIED PER FAA ADVISORY CIRCULAR.·CONCRETE BASE WITH MAINTENANCE PAD AS DETAILED.·GROUND ROD, INTERNAL AND EXTERNAL BASE CAN MECHANICAL GROUND LUGS, INTERNAL LIGHTFIXTURE BRAIDED COPPER BONDING STRAP, EXTERNAL GROUNDING WIRES, AND BONDING ASDETAILED.·SNOW PLOW RINGS AS INDICATED ON PLANS.·L-867 / L-868 LIGHT BASE CAN, FLANGE RINGS AND SPACERS·L-830 ISOLATION TRANSFORMER AND SUPPORT (BRICK OR 6” TALL NON-CONDUCTIVE ROTRESISTANT TRANSFORMER STAND)·L-823 CABLE CONNECTORS AND A MINIMUM 3'-0” OF CABLE SLACK FOR EACH 5KV L-824 CABLEENTERING BASE FOR LIGHT FIXTURE MAINTENANCE.·BASE CAN CONDUIT TERMINATIONS [CONDUIT BELLS, GROMMET, HUB, AS SHOWN]·EPOXY SEALER·BOLTS, LOCK WASHERS AND ANTI-SEIZE LUBRICANT·ALL ACCESSORIES REQUIRED FOR COMPLETE INSTALLATION.ITEMS LISTED ABOVE ARE CONSIDERED INCIDENTAL TO THE COST OF THE LIGHT FIXTURE ANDCABLING. REFER TO LAYOUT PLANS, DETAILS AND AIRFIELD LIGHTING SCHEDULE FOR ADDITIONALINFORMATION.37.EACH L-830 ISOLATION TRANSFORMER, L-823 CONNECTOR KIT, AND 5KV, TYPE "C" CABLE INSTALLED ONTHIS PROJECT AS A COMPLETE OR PARTIAL CIRCUIT SHALL BE TESTED AS AN OPERABLE CIRCUITSYSTEM. THE INSULATION RESISTANCE OF THE L-830 ISOLATION TRANSFORMERS SHALL BEMANUFACTURER TESTED IN ACCORDANCE WITH FAA AC 150/5345-47.38.PULLCAN AND LIGHT BASE BOLTS INSTALLED IN AIRCRAFT RATED PAVEMENT SHALL BESTAINLESS-STEEL, 3” MINIMUM WITH FULL LENGTH THREAD.39.PULLCAN AND LIGHT BASE BOLTS INSTALLED IN NON-AIRCRAFT RATED PAVEMENT SHALL BESTAINLESS-STEEL, 3” MINIMUM WITH FULL LENGTH THREAD.40.PROVIDE 2-PIECE, CORROSION RESISTANT, WEDGE TYPE LOCK WASHERS (WEDGE TYPE) FOR EACHBOLT. SPLIT WASHERS ARE PROHIBITED. LOCK WASHERS SHALL BE MANUFACTURED TO IATF 16949CORROSION RESISTANCE STANDARDS.41.PROVIDE LOCTITE MARINE GRADE ANTI-SEIZE (K = 0.18) LUBRICANT OR EQUIVALENT FOR UNCOATEDBOLTS. DO NOT APPLY ANTI-SEIZE LUBRICANT TO COATED BOLTS. APPLY ANTI-SEIZE LUBRICANTCOMPOUND TO ALL UNCOATED STAINLESS-STEEL BOLTS PRIOR TO INSTALLATION AS RECOMMENDEDBY THE MANUFACTURER (UNDER THE TOP OF THE BOLT HEAD, WHERE WASHERS CONTACT FIXTUREBASEPLATES AND THE FULL AREA OF THE BOLT THREADS IN CONTACT WITH BASE CAN).42.BOLT TORQUE SHALL COMPLY WITH ALL MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONSACCORDING TO FRICTION COEFFICIENT OF ANTI-SEIZE LUBRICANT. USE A MANUAL CALIBRATEDTORQUE WRENCH FOR FINAL TORQUE APPLICATION AFTER THREADING BOLTS AT LOW TORQUE (HANDTIGHT). TORQUE EACH BOLT TO THE MANUFACTURER'S RECOMMENDED AMOUNT. OVER-TORQUEDBOLTS WILL DAMAGE BOLTS AND WASHERS AND MAY DAMAGE FIXTURES AND LIGHT BASE FLANGES.OVER-TORQUED BOLTS WILL REQUIRE CONTRACTOR TO REPLACE BOLTS, WASHERS AND FIXTURE ATCONTRACTOR'S EXPENSE. IF AN IN-PAVEMENT LIGHT BOLT IS REMOVED FOR ANY REASON, PROVIDE ANEW REPLACEMENT BOLT AND 2-PIECE LOCK WASHER AS SPECIFIED ABOVE. REFER TO THE MOSTRECENT EDITION OF FAA ENGINEERING BRIEF 83 FOR ADDITIONAL INFORMATION (NO SEPARATE PAYITEM).43.REFER TO ITEM P-152 OF THE SPECIFICATIONS FOR BACKFILL MATERIAL REQUIREMENTS OFELECTRICAL WORK.44.NEW FIXTURE IDENTIFICATION NUMBERS SHALL BE ASSIGNED BY THE ENGINEER AND OWNER, UON.CONFIRM FIXTURE TAG LABELS WITH ENGINEER AND OWNER PRIOR TO ORDERING AND INSTALLATION.45.CONFIRM AIRFIELD LIGHT FIXTURE COLORS WITH THE ENGINEER PRIOR TO ORDERING FIXTURES.SPECIFIC ATTENTION MUST BE GIVEN TO RUNWAY EDGE LIGHTS.46.UNDERGROUND ELECTRICAL CONCRETE STRUCTURES ON THE AIRFIELD SHALL BE A 3000 PSIAIR-ENTRAINED MIX. REFER TO THE PLAN DETAILS FOR FURTHER INFORMATION.47.UNDERGROUND STRUCTURES, INCLUDING MAINTENANCE HOLES AND HANDHOLES, SHALL BE AIRFIELDTYPE CONSTRUCTION.PRIOR TO CONSTRUCTION:48.DRAWINGS ARE BASED ON SURVEY DATA, AS-BUILT DRAWINGS, AND NON-DESTRUCTIVE FIELDINVESTIGATIONS. LOCATE ALL EXISTING CIRCUIT SOURCES, DUCTS, LIGHT FIXTURES, EQUIPMENT,DEVICES AND ASSOCIATED APPURTENANCES SCHEDULED TO BE DEMOLISHED OR REUSED FOR THISPROJECT. (NO SEPARATE PAY ITEM).49.FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES. LOCATION OF KNOWN EXISTING UTILITIESSHOWN ON PLANS ARE APPROXIMATE. NOT ALL UTILITIES ARE NECESSARILY SHOWN (NO SEPARATEPAY ITEM).50.INVENTORY ALL AIRFIELD LIGHT FIXTURES, SIGNS, DEVICES, EQUIPMENT ETC. WITHIN THE PROJECTLIMITS. ADVISE THE ENGINEER, IN WRITING, OF ANY PRE-EXISTING DAMAGE PRIOR TO CONSTRUCTION.ANY OBSERVED DAMAGES NOT IDENTIFIED BY THE CONTRACTOR'S INVENTORY REPORT WILL BE THERESPONSIBILITY OF THE CONTRACTOR TO REPAIR OR REPLACE. RELAMPING OF EXISTING FIXTURES INOPERATION PRIOR TO DEMOLITION SHALL BE PERFORMED BY THE OWNER. (NO SEPARATE PAY ITEM)51.MEGGER THE EXISTING AIRFIELD LIGHTING SYSTEMS PRIOR TO COMMENCING WORK ON THE EXISTINGLIGHTING SYSTEMS. THIS WORK SHALL BE PERFORMED IN THE PRESENCE OF THE RESIDENT PROJECTREPRESENTATIVE (RPR) AND LOGGED IN THE DAILY REPORT. NOTIFY ENGINEER IF ANY EXISTINGCABLE MEGGER TESTS RETURN TEST BELOW 10 MEGOHM. (NO SEPARATE PAY ITEM).52.FURNISH THE ENGINEER WITH AN ELECTRONIC PDF COPY OF ALL SHOP DRAWINGS FOR ALLEQUIPMENT, LIGHT FIXTURES, DEVICES AND MATERIALS ASSOCIATED WITH THE PROJECT (NOSEPARATE PAY ITEM). SHOP DRAWINGS SHALL INCLUDE:·MANUFACTURER'S STANDARD CATALOG DATA WITH ALL REQUIRED SELECTED OPTIONS ANDSPECIFIC INFORMATION RELATING TO THIS PROJECT IDENTIFIED.·MANUFACTURERS' INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS·PRODUCT DRAWINGS ILLUSTRATING SPECIFIED FEATURES·DETAILED DIMENSIONED DRAWINGS OF CUSTOM PRODUCTS·INDICATION OF REQUIRED CERTIFICATIONS OR LABELS·OTHER DETAILED INFORMATION DESCRIBING THE MATERIAL AND PROJECT SPECIFIED. ALLMATERIALS AND PRODUCTS MUST MEET ENGINEER AND OWNER APPROVAL PRIOR TO PURCHASE.53.PRIOR TO ANY AIRFIELD ELECTRICAL WORK, EACH CONTRACTOR EMPLOYEE AND SUBCONTRACTOREMPLOYEE INSTALLING 5KV AIRFIELD LIGHTING BASECANS, TRENCHES, CONDUIT, CABLING,CONNECTORS, LIGHT FIXTURES OR OTHER AIRFIELD LIGHTING PRODUCTS SHALL ATTEND A FOUR (4)HOUR AIRPORT AIRFIELD ELECTRICAL TRAINING SESSION WITH THE AIRPORT MAINTENANCE STAFF.THIS TRAINING IS ABOVE AND BEYOND ANY OTHER REQUIRED AIRPORT TRAINING.54.PRIOR TO ORDERING SIGNS, VERIFY THE NUMBER OF SIGN MODULES AND SIGN LENGTH WITH THEMANUFACTURER TO ACCOMMODATE THE SIGN LEGEND/DESCRIPTION.PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINNO.REVISIONSBYAPP.DATE4CONFORMED DOCUMENTSMJHADS10/20/23CONSULTANTS, INC.XREFS: IMAGES:DRAWING: 21013 eld.dwg LAYOUT: L1DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371ELECTRICAL NOTES -GENERALWINCHESTER REGIONAL AIRPORT3-51-0059-042-2021 (DESIGN)21013MJHADS/RSYMAY 20234148 NONERECONSTRUCT TERMINAL APRON - PHASE 2C:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 eld.dwg, L1, 2/29/2024 1:23:39 PM, MHerzing
CONSTRUCTION:1.STORE, HANDLE AND INSTALL ALL MATERIALS AND EQUIPMENT IN ACCORDANCE WITH NEC,MANUFACTURER'S INSTRUCTIONS. MANUFACTURER'S “RECOMMENDATIONS” IDENTIFIED ININSTALLATION INSTRUCTIONS SHALL BE CONSIDERED “REQUIRED”.2.DO NOT TRANSPORT OR SUPPORT FIXTURES BY CABLE WHIPS. DO NOT DRAG CABLING ACROSSGRADE OR PAVEMENT SURFACES. CABLING AND FIXTURES THAT HAVE BEEN MISHANDLED OR SHOWSIGNS OF ABRASION OR STRAIN SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.3.PROVIDE ALL CUTTING, PATCHING AND PAINTING NECESSARY FOR THE PROPER INSTALLATION OF ALLWORK AND TO REPAIR ANY DAMAGE.4.PROTECT ALL EXISTING UTILITIES, EQUIPMENT, DEVICES, RACEWAYS, AND CABLING DURINGCONSTRUCTION, UON.5.CONDUIT AND UNDERGROUND STRUCTURES SCHEDULED TO BE DEMOLISHED UNDER EXISTING PAVEDSURFACES SCHEDULED TO REMAIN SHALL BE ABANDONED IN PLACE, UON. CABLING SCHEDULED TOBE DEMOLISHED SHALL BE REMOVED FROM ABANDONED CONDUITS AND UNDERGROUNDSTRUCTURES.6.EXISTING CIRCUITS WILL BE REQUIRED TO REMAIN IN SERVICE. PROVIDE TEMPORARY WIRING,SPLICES AND RACEWAYS AS REQUIRED TO MAINTAIN OPERATION OF ACTIVE RUNWAYS AND TAXIWAYSCIRCUITS UNTIL SUCH TIME AS NEW CIRCUITS ARE AVAILABLE TO SERVICE LOADS. REMOVE ALLTEMPORARY WIRING AND EQUIPMENT UPON INSTALLATION OF NEW WIRING AND EQUIPMENT (NOSEPARATE PAY ITEM).7.NEW INSTALLATIONS WITHIN FIVE (5) FEET OF ANY KNOWN OR SUSPECTED UNDERGROUND UTILITYSHALL BE HAND DUG.8.DO NOT ROUTE CABLES WITH DIFFERENT VOLTAGE INSULATION RATINGS IN THE SAME CONDUIT.PROVIDE SEPARATE DUCTS FOR EACH CLASS OF CIRCUIT/CABLING:·ELECTRICAL: AIRFIELD CONSTANT CURRENT CIRCUITS (5KV)·ELECTRICAL: LOW VOLTAGE MAINTAINED VOLTAGE POWER CIRCUITS (<600V)·TELECOM: SIGNAL AND CONTROL CIRCUITS - COPPER·TELECOM: SIGNAL AND CONTROL CIRCUITS - FIBER9.INSTALL NO MORE THAN TWO (2) CONSTANT CURRENT 5KV CABLES IN A SINGLE CONDUIT.10.WHILE MAINTAINING MINIMUM BURIAL DEPTHS, SLOPE CONDUITS TOWARDS UNDERGROUNDELECTRICAL STRUCTURES WITH DRAIN HOLES OR SUMP DRAINS (MANHOLES, HANDHOLE, PULL CANS,LIGHT BASES, ETC.) TO PREVENT WATER BEING RETAINED IN CONDUITS AND OTHER UNDERGROUNDELECTRICAL STRUCTURES.11.PROVIDE GROUND BUSHINGS ON METAL CONDUITS ENTERING UNDERGROUND ELECTRICALSTRUCTURES (MANHOLES, HANDHOLE, PULL CANS, LIGHT BASES, ETC.) (NO SEPARATE PAY ITEM).12.PRIOR TO INSTALLATION, FIELD STAKE AIRFIELD LIGHTS, AIRFIELD SIGNS, HANDHOLES, PULL CANS,AND OTHER EQUIPMENT FOR ENGINEER'S REVIEW. DISCREPANCIES IN ALIGNMENT OR LOCATIONSHALL BE RESOLVED WITH THE ENGINEER PRIOR TO INSTALLATION. NOTIFY ENGINEER IMMEDIATELY IFSTAKED ITEM IS LOCATED IN DRAINAGE SWALES OR DITCHES (NO SEPARATE PAY ITEM).13.CONFIRM THE LOCATION AND ALIGNMENT OF HOLD LINES PRIOR TO INSTALLATION OF AIRFIELD SIGNS.14.UNLESS DIRECTED OTHERWISE, DO NOT REMOVE CONCRETE BASES AND FOUNDATIONS WHERE LIGHTBASES OR OTHER CONCRETE FOUNDATIONS ARE AN INTEGRAL PART OF THE EXISTING RUNWAY ANDTAXIWAY PAVEMENT.15.WHERE UNDERGROUND ELECTRICAL STRUCTURES (MANHOLES, HANDHOLES AND PULL CANS) ARE TOBE PLACED AT EXISTING DUCT OR CONDUIT CROSSINGS, THE DUCT SHALL BE EXTENDED TO THE NEWSTRUCTURE. EXISTING CIRCUITS SHALL BE REROUTED THROUGH THE NEW UNDERGROUNDSTRUCTURE. CONDUIT AND CIRCUIT REROUTING SHALL BE INCIDENTAL TO THE COST OF THE NEWUNDERGROUND STRUCTURE.16.PROVIDE ALL ABOVE GRADE STRUCTURES WITH LIGHTWEIGHT AND OF A FRANGIBLE OR LOW IMPACTRESISTANT (LIR) CONSTRUCTION USING BREAKAWAY SECTIONS TO MINIMIZE HAZARDS TO AIRCRAFT.CONCRETE FOUNDATION OR MOUNTING SLABS SHALL NOT EXTEND ABOVE THE FINISHED GRADE OFTHE SURROUNDING SURFACE.17.PROVIDE A BEAD OF SILICONE RUBBER SEAL COMPLETELY AROUND LIGHT STEMS OR WIREWAYSWHERE FRANGIBLE COUPLINGS ARE NOT AN INTEGRAL PART OF THE FIXTURE.18.AIRFIELD LIGHT FIXTURES AND SIGNS SHALL BE DE-ENERGIZED OR COMPLETELY COVERED WITHSECURELY FASTENED, DURABLE, OPAQUE MATERIAL ON ALL CLOSED SEGMENTS OF RUNWAY(S) ANDTAXIWAY(S) IN A MANNER APPROVED BY THE ENGINEER. REMOVING THE LAMP FROM ITS FIXTURE ISNOT ALLOWED (NO SEPARATE PAY ITEM).19.ALL AIRFIELD LIGHTS ASSOCIATED WITH A RUNWAY, TAXIWAY OR APPROACH LIGHTS SHALL LINE UP INA STRAIGHT LINE. NOTIFY ENGINEER IMMEDIATELY IF VARIANCES DO NOT PERMIT LIGHTS TO BEINSTALLED IN A STRAIGHT LINE OR WHERE THERE IS DIFFICULTY MAINTAINING THE INSTALLATIONTOLERANCES INDICATED.20.INSTALL, POSITION AND ORIENT AIRFIELD LIGHT FIXTURES TO OBTAIN SPECIFIED VERTICALALIGNMENT, ROTATION, AND AZIMUTH ALIGNMENT PER FAA AC 150/5340-30.21.PROVIDE ALL FLUSH MOUNTED IN-PAVEMENT LIGHT FIXTURES WITH SNOW PLOW RINGS.22.INSTALL SIGNS PERPENDICULAR TO THE RUNWAY OR TAXIWAY CENTERLINE, UON. SIGN STATIONSAND OFFSETS ARE REFERENCED TO THE CENTER OF THE SIDE CLOSEST TO THE EDGE OF PAVEMENT.23.INSTALL AIRFIELD DIRECT BURIED CABLING, CONDUITS, AND DUCTBANKS IN STRAIGHT RUN SEGMENTSBETWEEN MANHOLES, HANDHOLES, PULL CANS, LIGHT BASES AND VAULT, UON. ROUTING SHALL BEORTHOGONAL (EG. PARALLEL AND PERPENDICULAR TO RUNWAYS, TAXIWAYS AND OTHER SURFACES).24.CONTRACTOR SHALL BE REQUIRED TO CONNECT TO EXISTING CONDUIT, MANHOLES, HANDHOLES,JUNCTION BOXES, PULL CANS, SIGNS, AND LIGHT FIXTURES, ETC. WORK NECESSARY TO COMPLETEEXISTING-NEW CONNECTIONS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT.25.ALL WORK ASSOCIATED WITH CONNECTING A NEW PULLCAN, FIXTURE, SIGN, ETC. TO AN EXISTINGCONDUIT WILL BE CONSIDERED INCIDENTAL TO THE PAY ITEM ASSOCIATED WITH THE PULLCAN,FIXTURE, SIGN, ETC.26.EACH PULLCAN SHALL BE PROVIDED WITH AT LEAST FOUR (4) CONDUIT ENTRIES AT 90 DEGREESPACING, UON. EXTEND SPARE CONDUITS 12" BEYOND FOUNDATION, CAP, AND SEAL. CONDUIT SHALLBE INCIDENTAL TO THE COST OF THE PULLCAN.27.CONNECT PROPOSED CIRCUITS TO THE EXISTING CIRCUITS AS SHOWN AND AS ORDERED BY THEENGINEER. ALL WORK REQUIRED TO MAKE THE CONNECTIONS TO EXISTING CIRCUITS SHALL BEINCIDENTAL TO THE PROJECT (I.E., PUNCHING INTO EXISTING MANHOLES FOR CONDUITS).28.EXISTING CIRCUITS SHALL BE REPLACED IN SEGMENTS FROM HANDHOLE TO HANDHOLE OR PULLCANOR NEAREST LIGHT FIXTURE.29.CLEAN/SWAB OUT EXISTING DUCTS BEING USED ON THIS PROJECT. THE USE OF SEWER TAPE TOCLEAR OBSTRUCTIONS WITHIN CONCRETE ENCASED DUCTS SHOULD BE ANTICIPATED (NO SEPARATEPAY ITEM).30.PROVIDE A MINIMUM OF 3'-0” CABLE SLACK FOR EACH CABLE AT EACH PULLCAN AND LIGHT FIXTUREBASE CAN SUCH THAT EACH CONNECTION AND/OR FUTURE CONNECTION TO A CABLE MAY BE MADEOUTSIDE OF THE PULLCAN OR LIGHT FIXTURE BASE.31.NO COMPONENT OF AIRFIELD LIGHTING CIRCUITS (E.G. CABLE, CONNECTOR, TRANSFORMER, ETC)SHALL BE INSTALLED EXPOSED ABOVE GROUND INCLUDING AT FIXTURES BETWEEN THE TRENCH, THELIGHT FIXTURE BASE, AND WHERE THE CABLE ENTERS THE DEVICE. CABLES SHALL BE ENCLOSED INLIQUID-TIGHT RIGID OR FLEXIBLE CONDUIT WITH FRANGIBLE COUPLING(S) AT GRADE OR HOUSINGCOVER.32.5KV AIRFIELD CIRCUIT SPLICES SHALL ONLY BE MADE AT OUTLETS, JUNCTION BOXES, OR ACCESSIBLERACEWAYS WITH L-823 AMERACE SUPERKIT CONNECTORS, L-823 INTEGRO COMPLETE KITCONNECTORS, FAA AC LISTED L-823 MALE/FEMALE PLUG TYPE CONNECTOR KITS, OR EQUIVALENTAPPROVED BY THE ENGINEER. L-830 TRANSFORMERS SHALL BE PROVIDED WITH COMPATIBLE L-823CONNECTORS. SPLICES SHALL BE INCIDENTAL TO COST OF CABLING.33.INTERNAL DIAMETER OF FIELD ATTACHED L-823 CONNECTOR SHALL MATCH THE L-824 CABLE OUTSIDEDIAMETER TO CREATE A WATERTIGHT INTERFERENCE FIT AROUND THE CABLE INSULATION.34.TERMINATE L-823 CONNECTOR USING MANUFACTURER APPROVED INSULATION STRIPPER (PENCILINGTOOL) AND CRIMPING DEVICE. SUBMIT CUTSHEET OF TOOLS INTENDED TO BE USED.35.L-823 TYPE 11 SECONDARY 2 CONDUCTOR CONNECTORS SHALL BE CLASS “A” (FACTORY MOLDED).APPLY ELECTRICAL INSULATING GREASE TO L-823 CONNECTOR TO PREVENT WATER INGRESS. DO NOTTAPE. SPLICES ARE NOT ALLOWED ON SECONDARY CABLES (NO SEPARATE PAY ITEM).36.PROVIDE 1000V MEGGER INSULATION TEST ON EACH NEW AIRFIELD LIGHTING CIRCUIT SEGMENT ANDTOTAL CIRCUIT SEGMENT. THIS WORK SHALL BE PERFORMED IN THE PRESENCE OF THE RESIDENTPROJECT REPRESENTATIVE (RPR). ANY NEW CABLE SEGMENT WITH TEST RESULTS BELOW 100MEGOHMS SHALL BE REPLACED BY THE CONTRACTOR AT NO COST. INSPECT FAILED SEGMENTS TODETERMINE CAUSE OF LOW INSULATION READING AND LOG IN TESTING REPORT. (NO SEPARATE PAYITEM).37.PROVIDE HEAVY DUTY 2” SINGLE CHANNEL CABLE GUARD FOR FULL LENGTH OF ALL TEMPORARY 5KVCABLING ROUTED OVER HAUL ROUTE AND TURF. CABLE GUARD SHALL BE RATED TO WITHSTAND19,000 LBS OF LOAD BEARING CAPACITY PER TIRE. CABLE GUARD WILL BE TURNED OVER TO OWNERAT THE COMPLETION OF THE PROJECT. (ELASCO MIGHTYGUARD MG1200 OR APPROVED EQUIVALENT)(NO SEPARATE PAY ITEM).38.PROVIDE FLUSH FIXTURE NUMBER LABELS FOR IN-PAVEMENT FLUSH FIXTURES. PROVIDE ELEVATEDFIXTURES WITH VERTICAL METAL NUMBER LABELS AFFIXED TO LIGHT FIXTURE STEMS ATTACHED ATTHE TOP AND BOTTOM OF THE LABEL. FIXTURE NUMBER LABELS SHALL BE ALIGNED TO BE VIEWEDFROM PAVEMENT (NO SEPARATE PAY ITEM).39.TAG ALL POWER AND CONTROL CABLES WITHIN UNDERGROUND STRUCTURES (MAINTENANCE HOLES,HANDHOLES, PULL CANS, ETC). CABLE TAGS SHALL BE ALMETEK "MINI-TAGS" KIT WITH BLACK STAMPEDYELLOW POLYETHYLENE LETTERS] OR APPROVED EQUIVALENT. ATTACH TAGS AT BOTH ENDS TO THECABLE WITH UV RESISTANT PLASTIC STRAPS. PROVIDE AT LEAST TWO (2) TAGS PER CABLE IN EACHSTRUCTURE (ONE AT EACH CABLE ENTRANCE / EXIT) (NO SEPARATE PAY ITEM).40.PROVIDE COLOR CODED BANDING FOR 5KV CONSTANT CURRENT CABLING OF [STAKE MOUNTED AND]BASE MOUNTED LIGHTS WITH ONLY ONE ENTRANCE. RED = LEFT AND BLUE = RIGHT FACING TOWARDLIGHT AND AWAY FROM PAVEMENT (NO SEPARATE PAY ITEM).41.PROVIDE COLOR CODED BANDING FOR MULTIPLE 5KV CONSTANT CURRENT CABLES IN COMMONCONDUITS OR UNDERGROUND STRUCTURES. COLORS SHALL BE CONSISTENT THROUGHOUT EACHUNDERGROUND STRUCTURE.42.PROVIDE ROT AND MILDEW RESISTANT PULL ROPE (MINIMUM 300-POUND TEST) IN EMPTY AIRFIELDCONDUITS.43.GROUND RODS AND OTHER UNDERGROUND GROUNDING CONNECTIONS SHALL BE EXOTHERMICALLYWELDED. EXOTHERMIC CONNECTIONS SHALL BE IN ACCORDANCE WITH MANUFACTURER'SGUIDELINES. CLEAN ALL METAL SURFACES PRIOR TO MAKING CONNECTIONS. SOLDER, BOLT ANDWASHER TYPE CONNECTIONS ARE PROHIBITED.44.NEW COUNTERPOISE CONDUCTORS SHALL BE BONDED WITH THE EXISTING SYSTEM AT ALL CROSSINGPOINTS.45.PROVIDE MECHANICAL LUGS AND CONNECTORS FOR ALL PULL CANS, LIGHT FIXTURE BASE CANS ANDLIGHT FIXTURE BASE PLATES. DO NOT USE EXOTHERMIC BONDING ON PULL CANS, LIGHT FIXTUREBASE CANS OR LIGHT FIXTURE BASE PLATES. CONNECTIONS SHALL BE INCIDENTAL TO THE COST OFPULL CANS AND LIGHT FIXTURE BASES.46.ROUTE HIGHER VOLTAGE RATED CABLES DEEPER THAN LOWER VOLTAGE RATED CABLES WHENCABLES OF MULTIPLE VOLTAGE RATINGS ARE INSTALLED IN COMMON CONDUIT TRENCHES ANDDUCTBANKS.COMPLETION OF CONSTRUCTION:47.TURN OVER ALL EQUIPMENT, DEVICES, AND MATERIALS IDENTIFIED DURING DEMOLITION TO THEOWNER PER ENGINEER INSTRUCTIONS. ALL ITEMS NOT ACCEPTED BY THE OWNER SHALL BECOMEPROPERTY OF THE CONTRACTOR AND SHALL BE LEGALLY DISPOSED OF BY THE CONTRACTOR OFF OFAIRPORT PROPERTY UNLESS DIRECTED OTHERWISE BY THE ENGINEER.48.TURN OVER COMPLETED MASTER MARKUP DRAWING SET TO THE ENGINEER (NO SEPARATE PAY ITEM).49.PROVIDE COMPLETE MAINTENANCE MANUALS IN ELECTRONIC PDF FORMAT (NO SEPARATE PAY ITEM).THE MANUALS SHALL CONTAIN THE FOLLOWING AS A MINIMUM:·AS-BUILT WIRING SCHEMATICS INCLUDING PARTS LIST AND DETAILED WIRING DIAGRAMS·EQUIPMENT SHOP DRAWING SUBMITTALS·MANUFACTURER'S EQUIPMENT INSTALLATION INSTRUCTIONS·MANUFACTURER'S START-UP AND OPERATION INSTRUCTIONS·MANUFACTURER'S PREVENTATIVE MAINTENANCE INSTRUCTIONS AND SCHEDULES·MANUFACTURER'S TROUBLESHOOTING INSTRUCTIONS·MANUFACTURER'S SAFETY INSTRUCTIONS·WARRANTIESPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINNO.REVISIONSBYAPP.DATE4CONFORMED DOCUMENTSMJHADS10/20/23CONSULTANTS, INC.XREFS: IMAGES:DRAWING: 21013 eld.dwg LAYOUT: L2DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371ELECTRICAL NOTES -CONSTRUCTIONWINCHESTER REGIONAL AIRPORT3-51-0059-042-2021 (DESIGN)21013MJHADS/RSYMAY 20234248 NONERECONSTRUCT TERMINAL APRON - PHASE 2C:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 eld.dwg, L2, 2/29/2024 1:23:41 PM, MHerzing
5' - 0"TRENCH 1 - LIGHTNING PROTECTIONGrassed ShoulderNTSNOTES:1. THE #6 BARE COPPER COUNTERPOISE AND ASSOCIATED GROUND RODS ANDEXOTHERMIC WELD CONNECTIONS SHOWN IN THE DETAIL ABOVE SHALL BE PAID FORUNDER THE #6 BARE COPPER COUNTERPOISE LINE ITEM. ALL OTHER ITEMS SHOWN INTHE DETAIL ABOVE ARE INCIDENTAL TO THE COST OF THE TRENCH.2.GROUND RODS SHALL ALSO BE USED TO TERMINATE COUNTERPOISE AT BOTH ENDSOF TRENCH (NO SEPARATE PAY ITEM).SEE "GROUND RODINSTALLATION DETAIL"#6 BARE COPPER PLOWED COUNTERPOISEFOR LIGHTNING PROTECTION - CONTINUOUSAND PARALLEL ALONG ENTIRE LENGTH OFTRENCH AND RUNWAY/TAXIWAY,EXOTHERMIC WELD TO GROUND RODSCLEAN COMPACTED BACKFILLFINISHED GRADE RUNWAY ORTAXIWAYELECTRICAL MARKER TAPECLEAN COMPACTED BACKFILL,PLACE IN 8" MAXIMUM LIFTSWITH MECHANICAL COMPACTORSAND OR NON COMPACTEDCLEAN BACKFILL THAT WILLPASS THROUGH A #4 SIEVE18" MIN(NOTE 2)8"TRENCH 3 - CONDUIT - WITHOUT COUNTERPOISE (2" PVC)NTSNOTES:1. THE ILLUSTRATION SHOWN ABOVE IS FOR CONFIGURATION PURPOSES ONLY.SEE TRENCH, CONDUIT, & DUCT BANK SCHEDULE AND LAYOUT DRAWINGSFOR CONDUIT QUANTITY. SEE ELECTRICAL NOTES SHEET FOR TRENCH,CONDUIT, & DUCT BANK NOTES.2.DEPTH OF CONDUIT SHALL ALLOW FOR POSITIVE DRAINAGE OF CONDUITSYSTEM. SEE "CONDUIT SLOPING" DETAIL FOR ADDITIONAL INFORMATION.3.CONTRACTOR SHALL INSTALL CONDUIT SPACERS AT 5'-0" INTERVALS.FINISHED GRADEREFER TO ITEMS L-108AND L-110 FOR TRENCHMARKING REQUIREMENTS6" MIN(TYP)2" PVC CONDUITS, REFER TOTRENCH, CONDUIT, & DUCTBANK SCHEDULE AND LAYOUTDRAWINGS FOR QUANTITY4" MIN6"#4 REBAR (NOTE 3)(TYP OF 2)INTERMEDIATE SPACER(NOTE 3) (TYP)BASE SPACER(NOTE 3) (TYP)8"3" MIN (TYP)3" MIN (TYP)8"18" MIN(NOTE 2)8" MINTRENCH 4 - CONDUIT - WITH COUNTERPOISE (2" PVC)NTSNOTES:1. THE ILLUSTRATION SHOWN ABOVE IS FOR CONFIGURATION PURPOSES ONLY.SEE TRENCH, CONDUIT, & DUCT BANK SCHEDULE AND LAYOUT DRAWINGSFOR CONDUIT QUANTITY. SEE ELECTRICAL NOTES SHEET FOR TRENCH,CONDUIT, & DUCT BANK NOTES.2.DEPTH OF CONDUIT SHALL ALLOW FOR POSITIVE DRAINAGE OF CONDUITSYSTEM. SEE "CONDUIT SLOPING" DETAIL FOR ADDITIONAL INFORMATION.3.CONTRACTOR SHALL INSTALL CONDUIT SPACERS AT 5'-0" INTERVALS.ELECTRICAL MARKER TAPECLEAN COMPACTED BACKFILL,PLACE IN 8" MAXIMUM LIFTS WITHMECHANICAL COMPACTOR#6 BARE COPPER COUNTERPOISEFOR LIGHTNING PROTECTIONCONTINUOUS ALONG ENTIRELENGTH OF DUCT BANKSAND OR NON COMPACTEDCLEAN BACKFILL THAT WILLPASS THROUGH A #4 SIEVEBOND COUNTERPOISE TOGROUND ROD WITH #6 BARECOPPER CONDUCTOR,EXOTHERMIC WELD BOTH ENDSFINISHED GRADEREFER TO ITEMS L-108AND L-110 FOR TRENCHMARKING REQUIREMENTSSEE "GROUND RODINSTALLATION DETAIL"3" MIN (TYP)3" MIN (TYP)6" MIN(TYP)2" PVC CONDUITS, REFER TOTRENCH, CONDUIT, & DUCTBANK SCHEDULE AND LAYOUTDRAWINGS FOR QUANTITY4" MIN6"#4 REBAR (NOTE 3)(TYP OF 2)INTERMEDIATE SPACER(NOTE 3) (TYP)BASE SPACER(NOTE 3) (TYP)TRENCH 42, 46DUCT BANK - INSTALLED UNDER NEW PAVEMENTAircraft Rated PavementNTSNOTES:1. THE ILLUSTRATION SHOWN ABOVE IS FOR CONFIGURATION PURPOSES ONLY.SEE TRENCH, CONDUIT, & DUCT BANK SCHEDULE AND LAYOUT DRAWINGSFOR CONDUIT SIZE AND QUANTITY. SEE ELECTRICAL NOTES SHEET FORTRENCH, CONDUIT, & DUCT BANK NOTES.2.CONDUIT DEPTHS TO MATCH THOSE SHOWN WITH THE ASSOCIATEDELECTRICAL HANDHOLES PER THE DETAIL ON SHEET 48.3.CONTRACTOR SHALL INSTALL CONDUIT SPACERS AT 5'-0" INTERVALS.3000 PSI CONCRETEENCASEMENTPVC CONDUITS, REFER TOTRENCH, CONDUIT, & DUCTBANK SCHEDULE ANDLAYOUT DRAWINGS FORSIZE AND QUANTITYMAINTAIN 45 DEGREECONE OF PROTECTIONSEE PAVEMENT DETAILS FORSURFACE COURSE DESCRIPTIONSTONE DUST OR SCREENINGS#6 BARE COPPER COUNTERPOISEFOR LIGHTNING PROTECTIONCONTINUOUS ALONG ENTIRELENGTH OF DUCT BANKBOND EACH END OF COUNTERPOISETO GROUND ROD WITH #6 BARECOPPER CONDUCTOR, EXOTHERMICWELD BOTH ENDSSEE "GROUND RODINSTALLATION DETAIL"SEE PAVEMENT DETAILS FORBASE COURSE DESCRIPTION6"3" MIN (TYP)3" MIN (TYP)12"3"6"3" MIN(TYP)3" MIN(TYP)TRENCH 14 - DUCT BANK - INSTALLED UNDER NEW PAVEMENT(4W-4" PVC, 1W-2" PVC)Aircraft Rated PavementNTSSEE PAVEMENT DETAILS FORSURFACE COURSE DESCRIPTIONSTONE DUST OR SCREENINGS#6 BARE COPPER COUNTERPOISEFOR LIGHTNING PROTECTIONCONTINUOUS ALONG ENTIRELENGTH OF DUCT BANKBOND EACH END OF COUNTERPOISETO GROUND ROD WITH #6 BARECOPPER CONDUCTOR, EXOTHERMICWELD BOTH ENDSSEE "GROUND RODINSTALLATION DETAIL"3000 PSI CONCRETEENCASEMENTMAINTAIN 45 DEGREECONE OF PROTECTION4-4" & 1-2" PVC CONDUITSNOTE:1. THE ILLUSTRATION SHOWN ABOVE IS FOR CONFIGURATION PURPOSES. SEETRENCH, CONDUIT, & DUCT BANK SCHEDULE AND LAYOUT DRAWINGS FORCONDUIT QUANTITY. SEE ELECTRICAL NOTES SHEET FOR TRENCH, CONDUIT, &DUCT BANK NOTES.2.DEPTH OF CONDUIT SHALL VARY TO ALLOW FOR 1% POSITIVE DRAINAGE OFTHE CONDUIT SYSTEM TOWARD UNDERGROUND STRUCTURES WITH DRAINAGE.3.CONTRACTOR SHALL INSTALL CONDUIT SPACERS AT 5'-0" INTERVALS.SEE PAVEMENT DETAILS FORBASE COURSE DESCRIPTION6"3" MIN (TYP)3" MIN (TYP)12"3"6"3" MIN (TYP)3" MIN (TYP)3" MIN (TYP)TRENCH 13 - CONDUIT - WITH COUNTERPOISE (4" PVC, 2" PVC)NTS8"12"18" MIN(NOTE 2)ELECTRICAL MARKER TAPECLEAN COMPACTED BACKFILL,PLACE IN 8" MAXIMUM LIFTS WITHMECHANICAL COMPACTOR#6 BARE COPPER COUNTERPOISEFOR LIGHTNING PROTECTIONCONTINUOUS ALONG ENTIRELENGTH OF DUCT BANKSAND OR NON COMPACTEDCLEAN BACKFILL THAT WILLPASS THROUGH A #4 SIEVEBOND COUNTERPOISE TOGROUND ROD WITH #6 BARECOPPER CONDUCTOR,EXOTHERMIC WELD BOTH ENDSSEE "GROUND RODINSTALLATION DETAIL"FINISHED GRADEREFER TO ITEMS L-108AND L-110 FOR TRENCHMARKING REQUIREMENTSNOTE:1. THE ILLUSTRATION SHOWN ABOVE IS FOR CONFIGURATION PURPOSES. SEETRENCH, CONDUIT, & DUCT BANK SCHEDULE AND LAYOUT DRAWINGS FORCONDUIT QUANTITY. SEE ELECTRICAL NOTES SHEET FOR TRENCH, CONDUIT, &DUCT BANK NOTES.2.DEPTH OF CONDUIT SHALL VARY TO ALLOW FOR 1% POSITIVE DRAINAGE OFTHE CONDUIT SYSTEM TOWARD UNDERGROUND STRUCTURES WITH DRAINAGE.3.CONTRACTOR SHALL INSTALL CONDUIT SPACERS AT 5'-0" INTERVALS.3" MIN (TYP)4" MIN3" MIN (TYP)MAINTAIN 45 DEGREECONE OF PROTECTION4-4" & 1-2" PVC CONDUITS6" MINTRENCH, CONDUIT, & DUCT BANK NOTES:1. THE #6 BARE COPPER COUNTERPOISE AND ASSOCIATED GROUND RODS AND EXOTHERMIC WELD CONNECTIONSSHOWN IN THE TRENCH, CONDUIT, AND DUCT BANK DETAILS WILL BE PAID FOR UNDER THE #6 BARE COPPERCOUNTERPOISE LINE ITEM. ALL OTHER ITEMS SHOWN IN THE TRENCH, CONDUIT, AND DUCT BANK DETAILS AREINCIDENTAL TO THE COST OF THE RESPECTIVE TRENCH, CONDUIT, OR DUCT BANK .2.CONDUITS SHALL BE INSTALLED WITH CONDUIT SPACERS AT 5' ON CENTER.3.ROUTE 5kV CABLES IN LOWER LEVEL CONDUITS WHERE POSSIBLE. DO NOT ROUTE DIFFERENT VOLTAGECLASSIFICATION CABLES IN THE SAME CONDUIT.4.GROUND RODS SHALL ALSO BE USED TO TERMINATE COUNTERPOISE AT BOTH ENDS OF TRENCH, CONDUIT RUN, ORDUCT BANK (NO SEPARATE PAY ITEM).PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINNO.REVISIONSBYAPP.DATE4CONFORMED DOCUMENTSMJHADS10/20/23CONSULTANTS, INC.XREFS: IMAGES:DRAWING: 21013 eld.dwg LAYOUT: L3DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371DUCT BANK & TRENCHDETAILSWINCHESTER REGIONAL AIRPORT3-51-0059-042-2021 (DESIGN)21013MJHADS/RSYMAY 20234348 NONERECONSTRUCT TERMINAL APRON - PHASE 2C:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 eld.dwg, L3, 2/29/2024 1:23:43 PM, MHerzing
PULLCAN LID LABEL DETAILNTS2.5"(TYP)CIRCUIT IDENTIFICATION ON 0.0625" MIN.RIGID ANODIZED ALUMINUM TAG WITHBLACK LETTERS ON WHITE. SEE NOTE 1.3/4"(TYP)3/4"(TYP)NOTES:1.PROVIDE HIGH PERFORMANCE ADHESIVE BACKING AND 4-3/16" DIA. HOLEFOR MECHANICAL ATTACHMENT WITH S.S. HEX HEAD WASHER SELFTAPPING SCREWS. PROVIDE SAMPLE TAG AND MOUNTING SCREWS FORAPPROVAL BY THE ENGINEER.2.IN LIEU OF ALUMINUM TAG, CONTRACTOR MAY PROVIDE MANUFACTUREDENGRAVED LIDS WITH HOT-DIPPED GALVANIZED FINISH. CONTRACTORSHALL PROVIDE SAMPLE LID FOR APPROVAL BY THE ENGINEER.CONDUIT4"DUCT4"NOTES:1.LETTERS SHALL BE 4" HIGH, 1/4" DEEP WITH A 1/2" STROKE WIDTH. FREE HANDLETTERING IS NOT PERMITTED. MARKERS SHALL BE PAINTED INTERNATIONAL ORANGE.CONSTRUCTION AND INSTALLATION SHALL BE IN ACCORDANCE WITH ITEMS L-108 ANDL-110 OF THE SPECIFICATIONS (NO SEPARATE PAY ITEM).2.AS A MINIMUM, MARKERS ARE REQUIRED AT THE FOLLOWING:A.ALL ENDS OF DIRECT BURIED CABLE TRENCHES, CONDUIT RUNS, AND DUCT BANKSB.ALL CHANGES IN DIRECTION OF DIRECT BURIED CABLE TRENCHES, CONDUIT RUNS,AND DUCT BANKSC.EVERY 200' FOR DIRECT BURIED CABLE TRENCHESD.ALL NON-FIXTURE RELATED CABLE CONNECTION SPLICE POINTSTRENCH, CONDUIT, & DUCT BANK MARKER DETAILNTSCABLE4"3-4" PVC2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"SECTION VIEWPLAN VIEWS1" CHAMFER3000 PSI, 4" THICKCONCRETE2 UNIT PULLCAN PLAZA DETAILNTSNOTES:1.PULLCANS, CONCRETE, CONDUIT, W4 x W4, AGGREGATE, GROUND ROD, COUNTERPOISE,EXCAVATION, AND BACKFILL ARE INCIDENTAL TO THE COST OF THE PULLCAN PLAZA.2.DRAIN CONDUITS INTO DRAINAGE STRUCTURES AS SHOWN ON THE PLANS. (COST OFPVC PIPE AND ALL INSTALLATION LABOR IS INCIDENTAL TO THE PULLCAN PLAZA.)3.ALL DIRECT BURIED BARE WIRE CONNECTIONS SHALL BE EXOTHERMIC WELDS ONLY.LUG CONNECTIONS SHALL BE USED FOR CONCRETE ENCASED APPLICATIONS.4.THE CONCRETE SHALL RECEIVE A BROOM FINISH.5.CONTRACTOR SHALL LABEL EACH CAN LID FOR CIRCUIT IDENTIFICATION. SEE "PULLCANLID LABEL DETAIL". SPARE PULLCANS SHALL NOT BE LABELED.VERTICAL SECTION VIEWPLAN VIEW3' - 6"5' - 6"2' - 0"1' - 9"1' - 9"FLEX CONNEXCONNECTION (TYP)2" PVC PIPE (MIN 1% SLOPE)TO SUMP, SEE NOTE 2.STUB OUT 2" SCHEDULE 40 PVCCONDUIT 12" BEYOND CONCRETEAND CAP ALL UNUSED CONDUITSWITH CARLON PLUG WITH PULLTAB (TYP)16" DIA, 24" DEEP, L-867 GALVANIZEDPULLCAN WITH 3/8" GALVANIZEDCOVER PLATE AND GASKET (TYP)BASE PLATE FLANGE SHALLBE FLUSH WITH CONCRETE3000 PSI CONCRETE1" CHAMFER AT 45° (TYP)ELECTRICAL CONDUIT (TYP). REFERTO "CONDUIT SLOPING" DETAIL.2" PVC PIPE (MIN 1% SLOPE)TO SUMP, SEE NOTE 2.NEOPRENE GROMMET (TYP)EXTEND CONDUIT 2" INSIDEOF PULLCAN (TYP)6" COMPACTED AGGREGATEBASE COURSE4" x 4" - W4 x W4EXOTHERMIC WELD #6 STRANDED BARECOPPER WIRE TO GROUND ROD 2' MINFROM CAN. DO NOT BOND #6 DUCTBANK COUNTERPOISE TO PULLCANEXOTHERMICWELDSEE "GROUND RODINSTALLATION DETAIL"BOND PULLCANS TOGETHER AND TO GROUNDROD USING #6 STRANDED BARE COPPERWIRE USING MANUFACTURER COPPERGROUND CLAMP LUG CONNECTIONSLOPE CONCRETE AT 1/4” PER FOOT TOPROVIDE POSITIVE DRAINAGE. SEE NOTE 4.AIRCRAFT RATED REINFORCED CONCRETE HANDHOLE DETAILNTS6"MINBOND GROUND WIRE TOFRAME ON HINGE SIDE.2" PVC PIPE TO DRAINAGESTRUCTURE D50430" x 30" x 42" (DEEP) INSIDE DIMENSIONS,MINIMUM 3000 PSI CONCRETE REQUIRED,REINFORCING STEEL NOT SHOWN.NEENAH R-3498-P2S FRAME AND LID ORAPPROVED EQUIVALENT. LID SHALL BELABELED "ELECTRICAL" WITH 2" HIGHLETTERS AND HAVE A SPRING-LOADEDHINGE WITH HOLD-OPEN SAFETY BAR.SEE ELECTRICAL LAYOUTSHEETS FOR QUANTITY,SIZE, AND TYPE OF CONDUITSEE "GROUND ROD INSTALLATION DETAIL".LOCATE APPROXIMATELY 6' AWAY FROMHANDHOLE AND INCOMING CONDUITS.8" MIN COMPACTED AGGREGATE BASE COURSE#2 BARE COPPER GROUNDWIRE, EXOTHERMICWELD TO RODNOTES:1.PROVIDE & INSTALL TWO SADDLE RACKS ON EACH WALL OF HANDHOLE. ALL CABLES SHALL BE PROPERLYTAGGED AND LABELED IN HANDHOLE. PROVIDE & INSTALL BELL ENDS ON EACH DUCT AND GROUT DUCT ATHANDHOLE WITH AN APPROVED NON-SHRINK GROUT.2.STRUCTURE SHALL BE DESIGNED TO WITHSTAND AIRCRAFT STRUT LOADING OF 100,000 POUNDS ON DUAL GEARWITH 150 PSI TIRE PRESSURE. CONTRACTOR SHALL PROVIDE DESIGN CALCULATIONS AND STRUCTURALDRAWINGS OF FOUNDATION BED, HANDHOLE OR MANHOLE STRUCTURE, FRAME, AND LID SEALED BY ALICENSED PROFESSIONAL ENGINEER IN THE COMMONWEALTH OF VIRGINIA.3.THIS DETAIL APPLIES TO BOTH IN PAVEMENT AND IN GRASS. TIE IN ON EACH SIDE SHOWN FOR CLARITY.3/4" SCHEDULE 40 PVC SLEEVE,SEAL BOTH ENDS WITH LIQUIDTIGHT FLEXIBLE SEALANTFOR GRS CONDUITS ENTERING HANDHOLE, BONDTOGETHER VIA GROUNDING BUSHINGS AND #2 BARECOPPER AND BOND TO HANDHOLE GROUND ROD,ATTACH #2 BARE COPPER TO INTERIOR WALLISOLATION JOINTASPHALT APRON PAVEMENT1" CHAMFERED EDGE (TYP)NOT IN CONTRACTPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINNO.REVISIONSBYAPP.DATE3COST NEGOTIATION CHANGESMJHADS08/29/234CONFORMED DOCUMENTSMJHADS10/20/23CONSULTANTS, INC.XREFS: IMAGES:DRAWING: 21013 eld.dwg LAYOUT: L4DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371PULLCAN DETAILSWINCHESTER REGIONAL AIRPORT3-51-0059-042-2021 (DESIGN)21013MJHADS/RSYMAY 20234448 NONERECONSTRUCT TERMINAL APRON - PHASE 2C:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 eld.dwg, L4, 2/29/2024 1:23:45 PM, MHerzing
JUNCTION BOX DETAILNTS18"30"18"CONDUIT PUNCHTHROUGH, TYP6"3" TYP6" COMPACTED AGGREGATE BASE COURSECONDUIT AS SHOWNON PLAN, TYPFIBERGLASS POLYMER CONCRETE BOX,18" x 30" x 18" DEEP NOMINAL DIMENSIONSFIBERGLASS POLYMER CONCRETE LIDSECTION VIEWTOP VIEWGROUND RODS SHALL BE INSTALLED AT THEFOLLOWING LOCATIONS:·500' INTERVALS OR FRACTIONS THEREOF ALONGENTIRE LENGTH OF TRENCHES AND DUCT BANKS·END OF TRENCHES AND DUCT BANKS·PAVEMENT EDGE OF DIRECTIONALLY BOREDCONDUITS·CHANGE IN TRENCH AND DUCT BANK DIRECTION·AT TRENCH AND DUCT BANK INTERSECTIONS·LIGHT FIXTURES AND PULLCANS / PULLCANPLAZAS·AS NOTED ON THE PLANSGROUND ROD INSTALLATION DETAILNTS3/4" x 10' COPPER-CLADSTEEL GROUND RODNOTES:1.THE IMPEDANCE TO GROUND OF EACH GROUND ROD SHALL NOT EXCEED 25 OHMS. SHOULD THEIMPEDANCE EXCEED 25 OHMS THE CONTRACTOR SHALL INSTALL A SECOND GROUND ROD ATLEAST 10 FEET AWAY IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NEC).2.INTERCONNECT GROUND RODS WITH #6 BARE COUNTERPOISE WITH EXOTHERMIC CONNECTION.RETEST AFTER THE SECOND GROUND ROD IS INSTALLED AND NOTIFY ENGINEER IF IMPEDANCEEXCEEDS 25 OHMS.3.GROUND ELECTRODES SHALL BE INSTALLED IN ACCORDANCE WITH NEC 250.53. WHERE ROCKPREVENTS VERTICALLY DRIVEN RODS, OBLIQUELY DRIVEN (UP TO 45 DEGREES FROM VERTICAL)OR TRENCHED HORIZONTAL GROUND RODS SHALL BE INSTALLED IN ACCORDANCE WITH NEC250.53(G).4.WHERE INSTALLING TRENCHED HORIZONTAL GROUND RODS, INSTALL 30” DEEP OR BELOW FROSTLINE WHICHEVER IS DEEPER. ALSO PLACE GROUND ENHANCEMENT MATERIAL (GEM) INACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS WITH A MINIMUM 1” TOP AND BOTTOMCOVER. GEM MUST BE PERMANENT AND MAINTENANCE-FREE AND MAINTAIN ITS EARTHRESISTANCE WITH TIME. GEM MUST SETUP FIRMLY AND NOT DISSOLVE OR DECOMPOSE, OROTHERWISE POLLUTE THE SOIL OR THE LOCAL WATER TABLE. THE GEM MUST ALSO BE SUITABLEFOR INSTALLATION IN A SLURRY FORM. GEM SHALL NOT DEPEND ON THE CONTINUOUS PRESENCEOF WATER TO MAINTAIN ITS CONDUCTIVITY.5.FOR SITUATIONS IN WHICH ENCOUNTERING ROCK DOES NOT PERMIT DRIVING A GROUND ROD THEFULL DISTANCE REQUIRED, A GROUNDING PLATE MAY BE SUBSTITUTED AS APPROVED BY THEENGINEER.12" MIN.FINISH GRADEPULL CANS AND LIGHT FIXTURE BASESWITH DRAIN HOLES WITHOUT DRAINAGE SUMPELECTRICALCONDUIT (TYP)DRAIN HOLEDRAIN HOLE2.5"(TYP)WATER FLOW24" DEEP LIGHTFIXTURE BASE ORPULL CAN24" DEEP LIGHTFIXTURE BASE ORPULL CANWATER FLOWWATER FLOW18" MIN(TYP)NOTES:1.PULL CAN AND LIGHT BASE CONDUIT ENTRY SHALL BE PROVIDED TO ALLOW POSITIVEDRAINAGE TOWARD PULL CAN / LIGHT FIXTURE BASE.2.MAINTAIN CONSTANT SLOPE FROM CENTER OF CONDUIT RUN TO EACH PULL CAN / LIGHTFIXTURE BASE WITHOUT SAGS OR HUMPS.CONDUIT SLOPINGNTS1"24"BASE MOUNTED TAXIWAY EDGE LIGHT DETAILNTSNOTES:1.THE #6 STRANDED BARE COPPER GROUND AND THE GROUND ROD IS INCIDENTAL TO THECOST OF THE RUNWAY/TAXIWAY EDGE LIGHT.2.ALL DIRECT BURIED BARE WIRE CONNECTIONS SHALL BE EXOTHERMIC WELDS ONLY. LUGCONNECTIONS SHALL BE USED FOR CONCRETE ENCASED APPLICATIONS.3.MECHANICALLY BOND FIXTURE BASE USING MANUFACTURER-PROVIDED LUGS WITH #6COPPER GROUND (600V RATING) WITH GREEN XHHW INSULATION (BRAIDED GROUNDSTRAP OF EQUAL RATING ACCEPTABLE) WITH LENGTH SUFFICIENT TO EASILY REMOVELIGHT BASE FOR MAINTENANCE.4.THE CONCRETE SHALL RECEIVE A BROOM FINISH.3' OF SLACK (TYP EACH CABLE)L-867B (12" DIA), 24" DEEP, GALVANIZED LIGHTBASEREFER TO ELECTRICAL LAYOUT FOR NUMBER OFOPENINGS AND CONDUIT DESIGNATIONSSEE "GROUND RODINSTALLATION DETAIL"TAXIWAY LIGHTS:MITL L-861 FIXTUREL-861T 30 WATT QUARTZ BULB36" DIAMETER, 6" THICK 3000 PSICONCRETE HOUSEKEEPING PADCENTERED ON CAN. SLOPE CONCRETEAT 1/4” PER FOOT TO PROVIDE POSITIVEDRAINAGE. SEE NOTE 4.4" x 4" - W4 x W41" CHAMFER AT 45°L-823 CONNECTOR WITHHEAT SHRINK SLEEVE TOTRANSFORMER PRIMARY(TYP)ELECTRICAL CONDUITNEOPRENE GROMMET (EXTENDCONDUIT 1-1/4" INTO BASE) ORTHREADED HUB WITH LIQUID TIGHTFLEXIBLE CONDUIT TRANSITION (TYP)L-830 TRANSFORMERBRICK6" COMPACTED AGGREGATE BASE COURSE6" 3000 PSI CONCRETEENCASEMENT AROUNDL-867 BASEEXOTHERMIC WELD#6 STRANDED BARE COPPER WIRE FROMLIGHT BASE CAN TO GROUND ROD 2'MINIMUM FROM CAN. EXOTHERMIC WELD.BOND USING MANUFACTURERCOPPER GROUND CLAMP LUGCONNECTIONLIGHT FIXTURE BASEPLATE WITH GASKETL-823, STYLE 8 "TENNIS BALL" CONNECTORSEE NOTE 3FRANGIBLE COUPLING ANDDISCONNECT PLUGCONDUIT FILL - WEST RAMP DUCT BANKNTSNOTE:1. CONTRACTOR SHALL INSTALL CIRCUITS IN CONDUITS AS NOTED. VARIATIONSSHALL BE APPROVED BY THE ENGINEER IN ADVANCE, AND THE CONTRACTORSHALL DEMONSTRATE THE PROPOSED INSTALLATION CONFORMS TO NECCRITERIA.1234EXISTING PARKING LOT LIGHTING:·CIRCUIT J = 3 x #10·CIRCUIT K = 3 x #10·TOTAL FILL = 4.2%PROPOSED WEST RAMP POLE P2:·CIRCUIT L2 = 4 x #8, 1 x #10·CIRCUIT M2 = 2 x #4, 1 x #10·TOTAL FILL = 11.2%PROPOSED WEST RAMP POLEP1 & GATE #1:·CIRCUIT L1 = 4 x #6, 1 x #10·CIRCUIT M1 = 2 x #3, 1 x #10·CIRCUIT W = 4 x #6, 1 x #10·TOTAL FILL = 20.7%PROPOSED GATE #1 COMMUNICATIONS:·CIRCUIT S = AS REQUIREDCONDUIT FILL - EAST RAMP DUCT BANKNTSNOTE:1. CONTRACTOR SHALL INSTALL CIRCUITS IN CONDUITS AS NOTED. VARIATIONSSHALL BE APPROVED BY THE ENGINEER IN ADVANCE, AND THE CONTRACTORSHALL DEMONSTRATE THE PROPOSED INSTALLATION CONFORMS TO NECCRITERIA.1234PROPOSED EAST RAMP POLE P3:·CIRCUIT P3 = 4 x #12, 1 x #10·CIRCUIT Q3 = 2 x #8, 1 x #10·TOTAL FILL = 5.5%PROPOSED EAST RAMP POLE P4:·CIRCUIT P4 = 4 x #8, 1 x #10·CIRCUIT Q4 = 2 x #4, 1 x #10·TOTAL FILL = 10.8%PROPOSED EAST RAMP POLE P5:·CIRCUIT P5 = 4 x #8, 1 x #10·CIRCUIT Q5 = 2 x #3, 1 x #10·TOTAL FILL = 11.6%PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINNO.REVISIONSBYAPP.DATE4CONFORMED DOCUMENTSMJHADS10/20/23CONSULTANTS, INC.XREFS: IMAGES:DRAWING: 21013 eld.dwg LAYOUT: L5DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371ELECTRICAL DETAILSWINCHESTER REGIONAL AIRPORT3-51-0059-042-2021 (DESIGN)21013MJHADS/RSYMAY 20234548 NONERECONSTRUCT TERMINAL APRON - PHASE 2C:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 eld.dwg, L5, 2/29/2024 1:23:47 PM, MHerzing
NUT & WASHERLEVELING NUT& WASHER3/4" DIAMETERGALVANIZED "J" BOLT4"14"MIN6"NOTE:1.ANCHOR BOLT LAYOUT DETAILS ARE FOR GENERAL INFORMATIONPURPOSES ONLY. CONTRACTOR SHALL COORDINATE THE ANCHORBOLT LAYOUT SHOWN HERE WITH THE MANUFACTURER'S ANCHORBOLT LAYOUT INFORMATION FURNISHED WITH THE EQUIPMENT.ANCHOR BOLT DETAILNTS5 - 1/2" MINIMUMTHREAD LENGTHHANDHOLE (2" X 4" MIN.)3"1 1/2"GRADE600V 30A FUSE HOLDERWITH 20A IN-LINE DUALELEMENT HIGH SPEEDFUSESNOTES:1.PRIOR TO POURING CONCRETE, INTERNAL STRUCTURE IS TO BE INSPECTED BY ENGINEER. WITHOUT INSPECTIONPOLE BASE WILL BE REMOVED AND REINSTALLED.2.FORM POLE BASE FOUNDATION USING CONCRETE FORM EXTENDING FULL DEPTH OF BASE.3.MEASUREMENTS ABOVE GRADE SHALL BE MADE WITH REFERENCE AT HIGHEST POINT OF GRADE INTERSECTING THEPOLE BASE.4.MEASUREMENTS BELOW GRADE SHALL BE MADE WITH REFERENCE AT THE LOWEST POINT OF GRADE INTERSECTINGTHE POLE BASE.5.FOUNDATION DETAIL SHOWN HERE IS FOR GENERAL INFORMATION PURPOSES ONLY. PROVIDE ENGINEEREDCONCRETE BASE. CONTRACTOR PROVIDED SHOP DRAWING SUBMITTAL SHALL BE SIGNED AND SEALED BYSTRUCTURAL ENGINEER IN THE STATE POLE BASE IS TO BE INSTALLED.6.GROUT UNDER BASE PLATE AFTER LEVELING.7.PROVIDE END BUSHINGS ON ALL CONDUITS.8.REFERENCE IS DIRECTED TO THE SPECIAL PROVISION "APRON AREA LIGHTING".9.POLE SHALL BE 6-INCH NOMINAL SQUARE-TAPERED STEEL, DARK BRONZE TO MATCH EXISTING.SECTION A-AAAGROUND LUG CONNECTTO CIRCUIT GROUNDCONDUCTORMIN 3000 PSI ENTRAINEDCONCRETE BASECHAMFER ALL EDGES 1"ANCHOR BOLTS PERMANUFACTURESRECOMMENDATIONS.SEE ANCHOR BOLT DETAIL.EXOTHERMIC BOND3/4" CONDUITSTUBBED UPABOVE CONC. BASEQTY AS REQUIRED24"MIN (TYP)NOTE 5GROUND ROD2" MIN.4" MAX.STEEL POLE BASE COVER2'-0"POLE BASE DETAILNTS2'-0"(4) VERTICAL BARSWITH HORIZONTAL TIES(NOTE 5)1" CONDUIT STUBBED UP ABOVE CONC.PROVIDE 1 SPARE 1" CONDUIT FORCONTINUATION TO FUTURE POLES(NOTE 7)1" CONDUIT FORFUTURE SECURITYCAMERA CABLING12" x 12" x 4" DEEP NEMA 4XRECESSED FIBER ENCLOSURE WITHCURVED COVER, BY ABB-THOMAS &BETTS-CARLON OR APPROVEDEQUAL. MOUNT TOP EDGE 6" FROMTOP OF FOUNDATION.1" CONDUIT STUBBED UP ABOVECONCRETE FOR SECURITY CABLINGTOWARDPAVEMENT3/4"C GROUND1"C ELEC TO NEXT POLE1"C ELEC TO NEXT POLE1"C SECURITY1"C SECURITYGFI WEATHER RESISTANT RECEPTACLE WITH METALWEATHERPROOF IN-USE COVER1.SITE LIGHT #1 = BOTTOM OF OUTLET AT 42" ABOVEFINISHED GRADE.2.SITE LIGHT #2 = BOTTOM OF OUTLET AT EL 716.60(12" ABOVE CONTAINMENT WALL). FACE TOWARDSTRUCK PARKING.L-810 DUAL 120 VOLT LEDOBSTRUCTION LIGHTSLED FLOOD LIGHT:650W, 7X5 NEMA BEAM SPREAD,DALI DIMMING, 70,900 LUMENS, 1.5EPA, LIGHT SHIELD, OR APPROVEDEQUAL LIGHT FIXTURETOTAL HEIGHT = 35'-0"PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINNO.REVISIONSBYAPP.DATE1ADDENDUM NO. ONE (1)MJHADS07/06/234CONFORMED DOCUMENTSMJHADS10/20/23CONSULTANTS, INC.XREFS: IMAGES:DRAWING: 21013 eld.dwg LAYOUT: L6DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371APRON LIGHTING DETAILSWINCHESTER REGIONAL AIRPORT3-51-0059-042-2021 (DESIGN)21013MJHADS/RSYMAY 20234648 NONERECONSTRUCT TERMINAL APRON - PHASE 2C:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 eld.dwg, L6, 2/29/2024 1:23:48 PM, MHerzing
L18"16"2'-0"NOTES:1.PROVIDE A L-823 DISCONNECT PLUG & RECEPTACLE IN THE FRANGIBLE COUPLING OF THE POWER LEG AS REQUIRED.2.ALL CONDUIT UNDER THE CONCRETE PAD IS INCIDENTAL TO THE COST OF THE AIRFIELD GUIDANCE SIGN.3.ORIENT THE INTERNAL POWER LUGS OF THE AIRFIELD GUIDANCE SIGN SO THAT THEY WILL BE CLOSEST TO THE LEG THROUGHWHICH THE POWER ENTERS THE SIGN HOUSING.4.SINGLE MODULE SIGN REQUIRES ONE TETHER. MULTIPLE MODULE SIGN IN CONTINUOUS FRAME MUST USE TETHER AT BOTH ENDS.5.ALL DIRECT BURIED BARE WIRE CONNECTIONS SHALL BE EXOTHERMIC WELDS ONLY. LUG CONNECTIONS SHALL BE USED FORCONCRETE ENCASED APPLICATIONS.6.30" MAX. (SIZE 1), 36" MAX. (SIZE 2), OR 42" MAX. (SIZE 3). THESE DIMENSIONS APPLY TO THE SIDE CLOSEST TO THE PAVEMENT.OPPOSITE SIDE WILL BE GREATER TO ACCOMMODATE SLOPE OF SLAB.7.CONTRACTOR TO COORDINATE DEPTH OF PAD WITH MANUFACTURER'S RECOMMENDED ANCHOR BOLTS.8.PROVIDE EXTERNAL POWER DISCONNECT (ON/OFF) SWITCH TO ISOLATE THE SIGN FROM THE CIRCUIT FOR MAINTENANCE.9.THE CONCRETE SHALL RECEIVE A BROOM FINISH.2'-0"18"16"5'-0"LAIRFIELD GUIDANCE SIGN DETAILNTSFRONT ELEVATION VIEWPLAN VIEW6"TETHERS ANCHORED IN FOUNDATION ANDATTACHED TO SIGN LEG. SEE NOTE 4.3000 PSI CONCRETE PAD. SEE NOTE 9.FRANGIBLECOUPLINGS (TYP)CONNECTOR TOTRANSFORMER SECONDARYBOND USING MANUFACTURER COPPERGROUND CLAMP LUG CONNECTION5kV, L-824 TYPE 'C' CABLETO CIRCUIT#6 STRANDED BARE COPPERWIRE FROM CAN TO GROUNDROD 2' MINIMUM FROM CAN.EXOTHERMIC WELD.BACKFILL AND/OR EXCAVATE MATERIAL ASREQ'D. TO PROVIDE POSITIVE DRAINAGEAWAY FROM SLAB. 3% MAX SLOPE (TYP)L-823 CONNECTOR WITH HEATSHRINK SLEEVE TO TRANSFORMERPRIMARY (TYP)SPARE 2" PVC CONDUIT, CAPAT 24" BEYOND FOUNDATION3' SLACK (TYP EACH CABLE)6" COMPACTED AGGREGATE BASE COURSE12" DIA, 24" DEEP, L-867 GALVANIZEDPULLCAN WITH COVER PLATE AND GASKETSEE "GROUND ROD INSTALLATIONDETAIL" (TYP OF 2)BRICKTRANSFORMER PER MANUFACTURER'SRECOMMENDATIONSNEOPRENE GROMMET (TYP)4" 3000 PSI CONCRETEENCASEMENT AROUNDL-867 BASE, MINGALVANIZED FLOORFLANGE (TYP)1" CHAMFER AT 45° (TYP)LOCATE I.D. TAG/LABEL AS ORDERED BYTHE ENGINEER. ATTACH AT MIDPOINTON SIGN EDGE FACING PAVEMENT.SIGN SHALL BEINSTALLED LEVEL (0.0%)L-858 AIRFIELD GUIDANCE SIGN INTERNALLYLIT WITH QUARTZ BULBS. SEE SIGN SCHEDULEFOR SIZE, STYLE, AND CLASS RATING#6 STRANDED BARE COPPERWIRE FROM CAN TO GROUNDROD 2' MINIMUM FROM CAN.EXOTHERMIC WELD.SEE "GROUND RODINSTALLATION DETAIL"(TYP OF 2)12" DIA, 24" DEEP, L-867 GALVANIZEDPULLCAN WITH 3/8" GALVANIZEDSTEEL COVER PLATE AND GASKET2" PVC CONDUITSEE SIGN SCHEDULE FOR SIZE,STYLE, AND CLASS RATING1" PVCCONDUIT#6 STRANDED BARE COPPERWIRE. EXOTHERMIC WELD TOBOTH GROUND RODS.#6 STRANDED BARE COPPERWIRE, CLAMP CONNECTED TOSIGN FRAME. EXOTHERMICWELD TO GROUND ROD.4" x 4"-W4 x W4INSTALL FLOOR FLANGE1" PVC CONDUIT#6 STRANDED BARE COPPERWIRE, CLAMP CONNECTED TOSIGN FRAME. EXOTHERMICWELD TO GROUND ROD.#6 STRANDED BARE COPPERWIRE. EXOTHERMIC WELD TOBOTH GROUND RODS.2" PVC CONDUIT0.5% TO 1% SLOPETO DRAINSEENOTE 6LEG LENGTHS SHALL BE ADJUSTED TOACCOMMODATE THE SLOPE OF THESIGN BASE AND THE REQUIREMENTOF THE SIGN TO BE LEVELTO PAVEMENTEDGEPULLCAN TO BE LOCATEDON OPPOSITE SIDE OF SIGNFROM PAVEMENT EDGESIGN SCHEDULESIGN#PANEL "A"PANEL "B"LOCATIONEQUIPMENT SPECIFICATIONSCOMMENTSINSCRIPTIONTYPEINSCRIPTIONTYPESTATIONOFFSET# CHARSIZESTYLECLASSMODE1L-858YL-858L28+12.3±36.5'± LT51212NEW SIGN ON NEW FOUNDATION2L-858LL-858Y37+45.2±44.9'± RT51212NEW SIGN ON NEW FOUNDATION* ESTIMATE - COORDINATE WITH SIGN MANUFACTURER ON EXACT NUMBER OF MODULESREFERENCE INFORMATION FROM A/C 150/5345-44K "SPECIFICATIONS FOR RUNWAY AND TAXIWAY SIGNS (8 OCT 15)"TYPE L-858Y = DIRECTION, DESTINATION, AND BOUNDARY SIGN (B/Y)TYPE L-858R = MANDATORY INSTRUCTION SIGN (W/R)TYPE L-858L = TAXIWAY LOCATION SIGN (Y/B)TYPE L-858B = RUNWAY DISTANCE REMAINING SIGN (W/B)TYPE L-858C = TAXIWAY ENDING MARKER SIGN (Y/B)TYPE L-858H = ONE-HALF DISTANCE REMAINING SIGN (W/B)CLASS 1 = OPERATING TEMPERATURE FROM -4F (-20C) TO +131F (55C)CLASS 2 = OPERATING TEMPERATURE FROM -40F (-40C) TO +131F (55C)MODE 1 = WIND LOADING TO 100 MPHMODE 2 = WIND LOADING TO 200 MPHMODE 3 = WIND LOADING TO 300 MPHSIZE 1 = 18" HIGH PANEL WITH 12" CHARACTERSIZE 2 = 24" HIGH PANEL WITH 15" CHARACTERSIZE 3 = 30" HIGH PANEL WITH 18" CHARACTERSIZE 4 = 48" HIGH PANEL WITH 40" CHARACTERSIZE 5 = 30" HIGH PANEL WITH 25" CHARACTERSTYLE 1 = 120 VACSTYLE 2 = 3 STEPS 4.8-6.6 AMPSSTYLE 3 = 5 STEPS 2.8 - 6.6 AMPS OR 8.5 - 20.0 AMPSSTYLE 4 = UNLIGHTEDSTYLE 5 = 1 STEP 5.5 AMPSLOCATION GUIDESIGN COLOR LEGENDY - YELLOWB - BLACKR - REDW/RW - WHITECHARACTERCOLORBACKGROUNDCOLORAIRFIELDPAVEMENTEDGESIGN PLANVIEWSTATION/OFFSETY/BABLANKB/Y90°TERMB/Y270°TERMY/BABLANKPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINNO.REVISIONSBYAPP.DATE4CONFORMED DOCUMENTSMJHADS10/20/23CONSULTANTS, INC.XREFS: IMAGES:DRAWING: 21013 eld.dwg LAYOUT: L7DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371SIGN DETAIL & SIGNSCHEDULEWINCHESTER REGIONAL AIRPORT3-51-0059-042-2021 (DESIGN)21013MJHADS/RSYMAY 20234748 NONERECONSTRUCT TERMINAL APRON - PHASE 2C:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 eld.dwg, L7, 2/29/2024 1:23:49 PM, MHerzing
ISOLATION JOINT. SEE "ISOLATIONJOINT SEALANT" DETAIL.HH1 TOP ELEV: 719.95±HH2 TOP ELEV: 719.45±HH3 TOP ELEV: 719.04±INV: 716.62±INV: 716.12±INV: 716.12±INV: 715.71±DISTANCE: 107.5'±SLOPE: 0.38%±DISTANCE: 110'±SLOPE: 0.45%±ABCDEFAIRCRAFT RATED REINFORCED CONCRETE HANDHOLE IN PAVEMENT DETAILNTSRIGHT SIDE ELEVATION VIEWFRONT ELEVATION VIEWPLAN VIEWCROSS MEMBER SHALLBE REMOVEABLE39.0"40.0"36.0"A, B, C, D, E, FA, B, C, DA, B, C, DA, BA, B77"±38"±NEENAH R-3498-R3S FRAME AND LID ORAPPROVED EQUIVALENT. LID SHALL BELABELED "ELECTRICAL" WITH 2" HIGHLETTERS AND HAVE A SPRING-LOADEDHINGE WITH HOLD-OPEN SAFETY BAR.BOND GROUND WIRE TO FRAMEON HINGE SIDE AND CONDUITSWITH #6 AWG STRANDED BARECOPPER. (TYP)6"MINISOLATION JOINT. SEE "ISOLATIONJOINT SEALANT" DETAILFOR GRS CONDUITS ENTERING HANDHOLE, BONDTOGETHER VIA GROUNDING BUSHINGS AND #2 BARECOPPER AND BOND TO HANDHOLE GROUND ROD,ATTACH #2 BARE COPPER TO INTERIOR WALL77"± x 38"± x 40" (DEEP) INSIDE DIMENSIONS,MINIMUM 3000 PSI CONCRETE REQUIRED,REINFORCING STEEL NOT SHOWN.STEPSTOWARD CONCRETE HARDSTAND3/4" SCHEDULE 40PVC SLEEVE, SEALBOTH ENDS WITHLIQUID TIGHTFLEXIBLE SEALANT#2 BARE COPPERGROUND WIRE,EXOTHERMICWELD TO RODSEE "GROUND ROD INSTALLATION DETAIL".LOCATE APPROXIMATELY 10' AWAY FROMHANDHOLE AND INCOMING CONDUITS.SEE ELECTRICAL LAYOUTSHEETS FOR QUANTITY,SIZE, AND TYPE OF CONDUIT4" PVC PIPE TO/FROMDRAINAGE OR ELECTRICALSTRUCTURE.NOTES:1.ALL CABLES SHALL BE PROPERLY TAGGED AND LABELED IN HANDHOLE. PROVIDE & INSTALL BELL ENDS ONEACH DUCT AND GROUT DUCT AT HANDHOLE WITH AN APPROVED NON-SHRINK GROUT.2.STRUCTURE SHALL BE DESIGNED TO WITHSTAND AIRCRAFT STRUT LOADING OF 100,000 POUNDS ON DUAL GEARWITH 225 PSI TIRE PRESSURE. CONTRACTOR SHALL PROVIDE DESIGN CALCULATIONS AND STRUCTURALDRAWINGS OF FOUNDATION BED, HANDHOLE OR MANHOLE STRUCTURE, FRAME, AND LID SEALED BY ALICENSED PROFESSIONAL ENGINEER IN THE COMMONWEALTH OF VIRGINIA.3.4” SOLID PVC DRAINAGE PIPE PAYMENT PER LINEAR FOOT INSTALLED AND ACCEPTED IN ACCORDANCE WITHITEM D-705.12" MIN COMPACTEDAGGREGATE BASECOURSE, 2 LIFTS.12"12"CONCRETE HARDSTANDASPHALT APRON PAVEMENTSTEPS AS REQUIRED6" MIN10'GROUT ALLPENETRATIONS TO BEWATERTIGHT (TYP)6" PERFORATED SCHEDULE40 PVC AT BOTTOM OFSTONE BASE COURSETRANSITION TO 6" SOLID SCHEDULE40 PVC FOR TIE INTO HANDHOLETOP OF HANDHOLE SHALL MATCHELEVATION OF ADJACENTHARDSTAND CONCRETE4" PVC TO DRAINAGESTRUCTURE D201.2. SEE"GRADING & DRAINAGE" AND"ELECTRICAL LAYOUT".PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINNO.REVISIONSBYAPP.DATE4CONFORMED DOCUMENTSMJHADS10/20/23CONSULTANTS, INC.XREFS: IMAGES:DRAWING: 21013 eld.dwg LAYOUT: L8DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371HANDHOLE DETAILSWINCHESTER REGIONAL AIRPORT3-51-0059-042-2021 (DESIGN)21013MJHADS/RSYMAY 20234848 NONERECONSTRUCT TERMINAL APRON - PHASE 2C:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 eld.dwg, L8, 2/29/2024 1:23:51 PM, MHerzing
VVVVVVVVVVVV
VVVVVVVVVVV
VV
VVVVVVVVVVVVVVVVVVVVV VVVVVVVVVVVVVVVVVVV VVVVVVVVVVVV
VVVVVV
V
VVVVVVVVVVVVV
VV1C3B1B41D41C9B9C9B3B3B1C41ERIPRAPRIPRAPRIPRAPRIPRAPBrushBrushBrushBrushBrushHWHWBrushBrushBrushBrushBrushRock(s)BrushBrushBrushBrushBrushHWBrushBrushBrushGuyGuyBrushGuyGuyRock(s)708.8708.9708.2708.5E106E107E110E111E112E113E108E109E118E119E116E117E114E115E120E121E122E123E124E125E126E127E128E130E129E201E203E202E205E204E207E208E206E210E211E209E212E213E214E215E216E21724" RCPINV.=708.01CONC. DITCHPAINT STRIPED105D209D103D104D207D208D206D302D101D301D106D203.1D102.1D205.1GENERALAVIATIONTERMINALBUILDINGFF= 720.25'GENERALAVIATIONTERMINALBUILDINGFF= 720.25'MHMHMHMHMHMH710710690695700695700705710705705705705710705705710705700700695695690685685690695700
6
8
0 7157107007107057007057057107107057006906957007007057007107107107107157157157157107057007007157107057157107107157057057157157107157157157157107
1
5710715720710705700700705710705715705710710715710710710715 7157157207207157207207157207207207207207207207257
2
0
72571571572572573073073073073073073072573073072572572573073071072573072572572271972072171371471571671771870370470570670770870971071171272270070072072072072071871071570571071
7
7197207217197177157137
1
6
71
2
71070570070571071071
1
70070569570570970370470370070070370570770870970670871071071271171371571571671171371571771972072072272072172172272372072172272372272172372472670570571671472572272372
3 723724726727720717718719721722705715712713714716718715713714716717718719720710715711712713714710711715712713714716711712713720717718719715713713714716717712716717718715714716717718716717717718720716717718719715720714716717718719720717718719720717718719721OUTFALL AOUTFALL BSEE "DRAINAGE AREA MAP -AIRPORT" FOR THEREMAINING DRAINAGE AREASAND OUTFALL CVVVVVVVVVVVVVVVVVVVVV
GHIJKAC4C3C9C15C2C5C12EC11C13C6C7C8C14C1BC10C16F1F2C9.1LVVVVV
V
V
MN1VNSCALE: 1"=100'1000FEET200100LEGENDPOINT OF OUTFALL ANALYSISOVERLAND FLOWSHALLOW CONCENTRATED FLOWCHANNELIZED FLOWDRAINAGE AREA BOUNDARYVVVVVVSOILS MAP DATAMAP SYMBOLSOIL DESCRIPTIONHYDROLOGICSOIL GROUP3BBLAIRTON SILT LOAM, 2 TO 7 PERCENT SLOPESC/D9BCLEARBROOK CHANNERY SILT LOAM, 2 TO 7 PERCENT SLOPESC/D41CWEIKERT-BERKS CHANNERY SILT LOAMS, 8 TO 15 PERCENTSLOPESDVVVVVVVVVVVV
V
VVVVVVVVVVVVVVVVVVVVV
VVVVV
VD105D209D103D104D207D208D206D302D101D301D106D203.1D102.1D205.1MHMHMHMHMHMH715715715716714715712713714716718715713714716717718719720710715711712713714710711715712713714716711712713720717718719715713713714716717712716717718715714716717718716717717718720716717718719715720714716717718719720717718719720717718719721VVVVVVVVVVVVVVVVVV
V
VVVVVVVVVVVVVVVVVVVVVVVVVVVVVC4C3C9C15C2C5C12C11C13C6C7C8C14C1BC10C16C9.1DRAWN BY:CHECKED BY:SCALE:DATE:EXHIBITXREFS: 21013 soil map.dwg; 21013 plan-ex (dam pre from 18120).dwg; 21013 topo-ex (dam pre from 18120).dwg IMAGES:DRAWING: 21013 dam pre.dwg LAYOUT: L1CONSULTANTS, INC.DELTA AIRPORTw w w . d e l t a a i r p o r t . c o mDRAINAGE AREA MAP - EXISTINGWINCHESTER REGIONAL AIRPORTWINCHESTER, VIRGINIAMJHADS/RSY1" = 100'MAY 2023 D1INSETSCALE: 1"=40'SEE INSETPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 dam pre.dwg, L1, 2/29/2024 2:27:11 PM, MHerzing
VVVVVVVVVVVVVV VVV
V
VVVVVV VVVV
VVVVVV
VVV
V
VVVVVVVVVVVVVV
VVSEE "DRAINAGE AREA MAP -AIRPORT" FOR THEREMAINING DRAINAGE AREASAND OUTFALL CSTORM MHTOP 706.89'INV. 703.54' (NW)INV. 703.49' (SE)6" CMP6" CMPSTORM MHTOP 710.84INV. 707.47 (NW)INV. 707.69 (SE)INV. 707.43 (S)6" CMP6" CMP6" CMPSTORM MHTOP 708.41INV. 705.66 (N)INV. 698.81 (SW)INV. 698.71 (NE)STORM MHTOP 708.84UNABLE TO OPENFESINV. 690.4118" RCP18" RCPSTORM MHTOP 718.76INV. 714.38 (SW)INV. 713.69 (NE)STORM MHTOP 718.62INV. 708.01 (SW)INV. 707.58 (NE)18" RCP18" RCPFESINV. 704.89STORM MHTOP 719.60INV. 716.69 (NW)INV. 716.69 (SE)6" CMP6" CMP6" CMP6" CMPFESINV. 709.29FESINV. 710.10RIPRAPRIPRAPRIPRAPRIPRAPCBGuard RailGuard RailMHCBCBMHCBMHHWPipeHWCBCBCBCBCBCBPipeCBCBCBPipePipeRock(s)A/CA/CA/CMHPipePipePipeMHPipePipePipePipeMHGuyMHGuyPipeMHDebrisMHGuyGuyMHPipeDebrisMHPipeMHCBRock(s)PipePipePipePipeA/CA/CPipeA/CA/CPipeMHPipeWASH RACKSTORM MHRIM=708.60'INV=698.85'(SW)INV=698.80'(NE)STORM MHRIM=709.08'INV=692.73'(SW)INV=692.68'(NE)INV=690.60'18" RCP18" RCP18" RCP18" RCP15" RCP18" RCP708.8708.9708.2708.5E1948" RISERTOP: 708.90INV OUT: 704.34E2048" RISERTOP: 709.27INV IN: 703.75INV OUT: 703.6715" RCPE106E107E110E111E112E113E108E109E118E119E116E117E114E115E120E121E122E123E124E125E126E127E128E130E129E201E203E202E205E204E207E208E206E210E211E209E212E213E214E215E216E21718" RCP18" RCPCBGRATE INLETTOP=702.07CONC. DITCHFENCE GUIDEWIREDIG #15 TOP ELEVATION= 712.7018" RCP INV OUT TO DIG #13= 709.6089.34'-18"RCP @ 1.0%6" SANITARY FORCE MAIN30" RCP15" RCP18" RCP15" RCP24" RCPCATCH BASINTOP 715.86INV. 711.38STORM STR #3 TOP ELEVATION= 713.3918" RCP INV IN FROM STR #2= 707.4818" RCP INV IN FROM STUB= 708.6418" RCP INV OUT TO STR #4= 707.31STORM STR #4 TOP ELEVATION= 712.4918" RCP INV IN FROM STR #3= 706.9318" RCP INV OUT TO STR #5= 706.85STORM STR #5 TOP ELEVATION= 712.5618" RCP INV IN FROM STR #4= 706.7518" RCP INV OUT TO STR #6= 706.43STORM STR #6 TOP ELEVATION= 709.0318" RCP INV IN FROM STR #5= 705.2818" RCP INV IN FROM STR #7= 705.6415" RCP INV IN FROM STR #14= 703.1524" RCP INV OUT OUTFALL= 702.78STORM STR #7 TOP ELEVATION= 715.5818" RCP INV IN FROM STR #12= 708.8418" RCP INV OUT TO STR #6 = 706.9814.63'-18"RCP@ 2.6%31.67'-15" RCP @ 0.6%37.51'-18"RCP @ 0.2%33.89'-18"RCP @ 2.9%33.97'-18"RCP @ 3.4%INV OUT = 701.88INV OUT = 701.82STORM STR #8 TOPELEVATION= 709.3215" RCP INV OUT TOOUTFALL = 705.8013.40'-15"RCP@ 0.3%94.10'-24" RCP @ 1.0%INV OUT = 700.42INV OUT = 700.46INV IN = 700.61INV IN = 700.6723.42'-15" RCP @ 16.7%31.72'-15" RCP @ 0.7%52.19'-18"RCP @ 2.6%STORM STR #10 TOP ELEVATION= 714.9615" RCP INV IN FROM STR #9= 711.6115" RCP INV OUT TO STR #11= 711.41STORM STR #11 TOP ELEVATION= 715.2315" RCP INV IN FROM STR #10= 711.3718" RCP INV OUT TO STR #12= 711.15STORM STR #12 TOP ELEVATION= 715.9818" RCP INV IN FROM STR #11= 709.9415" RCP INV IN FROM STUB= 709.5518" RCP INV OUT TO STR #7= 709.43STORM STR #13 TOP ELEVATION= 714.0415" RCP INV OUT TO STR #14 = 707.34STORM STR #14 TOP ELEVATION= 711.7615" RCP INV IN FROM STR #13= 706.8615" RCP INV OUT TO STR #7= 706.76383.37'-15"RCP @ 0.9%321.02'-18"RCP @ 0.2%44.70'-15"RCP @ 1.1%60.55'-18"RCP @ 1.2%15" RCP15" RCP18" RCP18" RCP18" RCP18" RCP18" RCP18" RCP15" RCP15" RCP15" RCP15" RCP15" RCP15" SLCPP15" SLCPP12" SLCPP12" SLCPP15" SLCPP15" SLCPP18" SLCPPE101.1E101STORM GRATETOP ELEV. = 713.9724" RCP INV. IN = 709.6424" RCP INV. OUT = 709.56E503E502E502AE50118" RCP18" RCP18" RCPE501E603AE602E601E506E508E507E50518" RCP6" PVC18" RCP24" RCP30" RCP30" RCP36" RCP24" RCP24" RCPINV=715.5INV=707.7TOP=712.224" RCP IN=707.930" RCP IN=708.136" RCP OUT=707.8TOP=711.824" RCP OUT=708.9TOP=713.224" RCP IN=709.830" RCP IN=709.030" RCP OUT=708.8TOP=718.918" RCP OUT=716.2TOP=719.218" RCP IN=715.918" RCP IN=715.918" RCP OUT=715.8TOP=719.118" RCP OUT=716.5E201E202E204E501E205E203E10271071069069570069570070571070570570570571070570571070570070069569569068568569069570071570071070570070570571071070570069069570070070570071071071071571571571571070570070071571070571571071071570570571571571071571571571071070570070070571070571570571071071571071071071071572072071572072071572072072072072072072071571571572572573073073073073073073072573073072572572573073071072573072572572271972072171371471571671771870370470570670770870971071171272270072072072072071871071570571071
7
7197207217197177157137
1
6
71
2
71070570070571071071
1
70070569570570970370470370070070370570770870970670871071071171371571571671171371571771972072072272072172172272372072172272372272172372472670570572572272372
3 7237247267277207177187197217227157147137127227237247257267287187177167157147137137147197187197197187187197207217197187177167187177167187227197187177167157147167157147137127147157167177187197207207177177187187197217167167157177187167177197207207197187177167157147137177167157147137137127207197187167147187187197197177187197207217207167167207197197207197187187167177187187197207217167107137267277147157167147157167157167177177177177167
1
6
7167167
1
6
7167
1
7
7
1
7
7177177177
1
871871871871
8718
7197197197
1
9
7207207
2
5728
7277247257257247237237237207217227237207197187177187207177167157157157
1
5715715715710714713714713713
714713713713714713712711710712712711710714AC4C3C9C2C5C12C11C13C6C7C8C14C1BC10F1F2C9.1C15E2OUTFALL AOUTFALL BGH1I1JK2F1LI2I3H2F3K1H3MN1LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODL
O
D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD10+0011+0012+0013+0014+0014+62715715715714714716716717720720720717717718718719719721721722722723723724724715715720713714716716717717717718719720720720720718719719719719719719720720720717718718719721721722717.05716.87716.76716.55717.84717.57717.26717.00716.80720.20720.13719.76719.66719.52719.37719.31719.21718.73718.63718.62718.61718.39717.18717.14717.08716.99716.91716.90716.94716.96718.00718.82718.84718.88719.00719.07719.18719.95719.87E1E3F4VVVVVVVVVVVVVVVVVVVVVVV
V VV
VVV
VVV
VVVVVVVVV
V
V
V VVVVVVVVVVVVVVVNVVVSCALE: 1"=100'1000FEET200100LEGENDPOINT OF OUTFALL ANALYSISOVERLAND FLOWSHALLOW CONCENTRATED FLOWCHANNELIZED FLOWDRAINAGE AREA BOUNDARYVVVVVVSOILS MAP DATAMAP SYMBOLSOIL DESCRIPTIONHYDROLOGICSOIL GROUP3BBLAIRTON SILT LOAM, 2 TO 7 PERCENT SLOPESC/D9BCLEARBROOK CHANNERY SILT LOAM, 2 TO 7 PERCENT SLOPESC/D41CWEIKERT-BERKS CHANNERY SILT LOAMS, 8 TO 15 PERCENTSLOPESDVVVVVVVVVVVV
V
V VVV DIG #15 TOP ELEVATION= 712.7018" RCP INV OUT TO DIG #13= 709.6089.34'-18"RCP @ 1.0%6" SANITARY FORCE MAIN15" RCP18" RCP15" RCP24" RCPSTORM STR #3 TOP ELEVATION= 713.3918" RCP INV IN FROM STR #2= 707.4818" RCP INV IN FROM STUB= 708.6418" RCP INV OUT TO STR #4= 707.31STORM STR #4 TOP ELEVATION= 712.4918" RCP INV IN FROM STR #3= 706.9318" RCP INV OUT TO STR #5= 706.85STORM STR #5 TOP ELEVATION= 712.5618" RCP INV IN FROM STR #4= 706.7518" RCP INV OUT TO STR #6= 706.43STORM STR #6 TOP ELEVATION= 709.0318" RCP INV IN FROM STR #5= 705.2818" RCP INV IN FROM STR #7= 705.6415" RCP INV IN FROM STR #14= 703.1524" RCP INV OUT OUTFALL= 702.78STORM STR #7 TOP ELEVATION= 715.5818" RCP INV IN FROM STR #12= 708.8418" RCP INV OUT TO STR #6 = 706.9814.63'-18"RCP@ 2.6%37.51'-18"RCP @ 0.2%33.89'-18"RCP @ 2.9%33.97'-18"RCP @ 3.4%STORM STR #8 TOPELEVATION= 709.3215" RCP INV OUT TOOUTFALL = 705.8013.40'-15"RCP@ 0.3%94.10'-24" RCP @ 1.0%23.42'-15" RCP @ 16.7%52.19'-18"RCP @ 2.6%STORM STR #10 TOP ELEVATION= 714.9615" RCP INV IN FROM STR #9= 711.6115" RCP INV OUT TO STR #11= 711.41STORM STR #11 TOP ELEVATION= 715.2315" RCP INV IN FROM STR #10= 711.3718" RCP INV OUT TO STR #12= 711.15STORM STR #12 TOP ELEVATION= 715.9818" RCP INV IN FROM STR #11= 709.9415" RCP INV IN FROM STUB= 709.5518" RCP INV OUT TO STR #7= 709.43STORM STR #13 TOP ELEVATION= 714.0415" RCP INV OUT TO STR #14 = 707.34STORM STR #14 TOP ELEVATION= 711.7615" RCP INV IN FROM STR #13= 706.8615" RCP INV OUT TO STR #7= 706.76383.37'-15"RCP @ 0.9%321.02'-18"RCP @ 0.2%44.70'-15"RCP @ 1.1%60.55'-18"RCP @ 1.2%15" RCP15" RCP18" RCP18" RCP18" RCP18" RCP18" RCP18" RCP15" RCP15" RCP15" RCP15" SLCPP15" SLCPP12" SLCPP12" SLCPP15" SLCPP15" SLCPP18" SLCPPE101.1E101E201E202E204E501E205E203E102710715720715715715714713712718717716715714713713714719718719720721719718717716718717716718719718717716715714716715714713712714715716717718719720717717718718716716715717718716717719720720719718717716715714713717716715714713713712720719718716714718718719719717718719720721720716716720719719720719718718716717718718719720721C4C3C9C2C5C12C11C13C6C7C8C14C1BC10C9.1C15E2LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD720713714718719720720720720718719719719719719719720720720717718718719721E1E3VVVVVVVVV
V VVVVVVVVVVVVVVVVVVVVVVVVV
VVVVVVVVVVVVVVVVVVVVVVVDRAWN BY:CHECKED BY:SCALE:DATE:EXHIBITXREFS: 21013 soil map.dwg; 21013 plan-ex.dwg; 21013 topo-ex.dwg; 21013 geom-pro.dwg; 21013 topo-pro.dwg IMAGES:DRAWING: 21013 dam post.dwg LAYOUT: L1CONSULTANTS, INC.DELTA AIRPORTw w w . d e l t a a i r p o r t . c o mDRAINAGE AREA MAP - PROPOSEDWINCHESTER REGIONAL AIRPORTWINCHESTER, VIRGINIAMJHADS/RSY1" = 100'MAY 2023 D2INSETSCALE: 1"=40'SEE INSETPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 dam post.dwg, L1, 2/29/2024 2:27:17 PM, MHerzing
LOD
V
VVVVV
V
V
VVVVVVVV
V
VVVVVVVVV
V
VVVVV FF 721±VVV
VV
V
V
VV
V
V
VV
VVVVV
V
V
V
V
VVVVVVVVVVVNVVVV VV
V
V
VVVV
VVVVVVVVVVVVVVV VVVVVVVVVVVVVVVVVVVVVV
VVVVV 10+0011+0012+0013+0014+0014+62715715715714714716716717720720720717717718718719719721721722722723723724724715715720713714716716717717717718719720720720720718719719719719719719720720720717718718719721721722700705710710715715701702703704706706707707708708709709711711712712713713714714716716717717710715715720720706707708709711711712712713713714714716716717717718718719719700705710715701702703704706707708709711712713714716717.05716.87716.76716.55717.84717.57717.26717.00716.80720.20720.13719.76719.66719.52719.37719.31719.21718.73718.63718.62718.61718.39717.18717.14717.08716.99716.91716.90716.94716.96718.00718.82718.84718.88719.00719.07719.18719.95719.877007057007007006856
8
5
6
9
5
6
9
0
690695700700695700700705705705705710705700700695695690695690690695685695695695700695690700695700705705710710710705710695700705700700700705710710710705705700690695700705710700700705710710690695700695700705710705705705705700705705710710710695715715710710705705710705700700695695690685685690695700705710715715700710705700705705710710705700690695700700705700710710710715715715715710705700700720715715715720725720720720715710705715710710715705705715715710715715715710710705700700705710705715705710710715710710710710715720720715720720715720725725720720720720720720720715715715725725730730730730730730730725725725725730700700705710710705715710710725730725725700700675675675695690700700
680680675670
685685685690690685690695670665660660
660665665
670
680675670665670675680675
670
665
660660
655
655
660
665
670
675
680
685
685695
695
690690
695700700695
690
690
685685685
685
685685690690
695695
700700680685690685685685685
680
680680 680680
675675670670665 695690
690690690690685
685 685685680 680680
675
675675675675670670670670690690690
695
695
675675670 680685
690690695 72271972072171371471571671771870170270370470570670770870971071171270070070069972267567567567570068068569068568069069069568569570069570070070570570069569068569570069068569068568067567568068569067567066572072072072071871071570571071
7
7197207217197177157137
1
6
71
2
71070570070571071071
1
70070569570570970370570071170
0 700698697695700705695695695700695689
70470070069569069068868
5
69569069
0
69569269569
3
6
9
3
695
697 69769369569569969969569669869769869769969870069870369970170470370070070370570770870970670871071071171371571571671171371571771972072072272072168568569069568468668768
8
68
9691692693694696697698
721722723720721722723722721724697.570570572572372
3
72472672773073173273373
2
73
3 7257307217227237247267277287297157207257307107097117137
1
5
70
9
7
1
1
7
1
3714716
7
17718719
715 72072071671771
8
7
1
970370270170069970470570670770870971071171270470470470470570670770870170270370370470570670770370270170069969869869769669569469569669769769970070170270370470470370170270270370470570470370270170069970170270370069969869769669669569469369269169569569369469569669769870070070070170270370069869769669569469369970069970070069969869769669569469369269068968868768668768868969069069069569570069169169269269369369469469669769869970169569570069269269369369469469669769869970170270370069970069669769869970170269569669769870570170270370471571471371272272372472572672871871771671571471371371471971871971971871871972072171971871771671871771671872271971871771671571471671571471
3712 7147157167177187197207207177177187187197217167167157177187167177197207207197187177167157147137177167157147137137127207197187167147187187197197177187197207217207167167207197197207197187187167177187187197207217167107137267270850931167107117117107057107007107057107057057087057057007147157167147157167157167177177177177167
1
6
7167167
1
6
71671
7
7
1
7
7177177177
1
8718718718718718719 7197197197207207
2
5728
7277247257257247237237237207217227237207197187177187207177167157157157
1
5715715715710714713714713713
714713713713714713712711710712712711710714APPROXIMATE AIRPORTPROPERTY LINEOUTFALL A CHANNEL CROSSSECTIONS(SEE STORMWATERCOMPLIANCE SHEETS)OUTFALL C CHANNEL CROSSSECTIONS(SEE STORMWATERCOMPLIANCE SHEETS)SOUTH GA - BASIN 1SOUTH GA - BASIN 2SOUTH AIRPORT BASINOUTFALL B CHANNEL CROSSSECTIONS(SEE STORMWATERCOMPLIANCE SHEETS)RIPRAPRIPRAPRIPRAPRIPRAPDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDebrislumberDebrislumberDebrislumberDebrislumberDenseDenseDenseDenseDenseDenseDebrisDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseGuard RailGuard RailGuard RailDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDebrisDebrisDebrisDebrisA/CDebrisDenseRock(s)BrushBrushDenseBrushDenseDebrisBrushDenseBrushBrushBrushBr
u
s
hBrush BrushBrushBrushDenseDebrislumberDenseBrushBrushBrushBrushDenseDenseBrushBrushDenseBrushBrushBrushFHDebrisBrushDenseBrushDenseDenseBrushBrushHWDenseFHBrushBrushDenseBrushBrushDenseDenseDenseBrushBrushDenseDenseHWRock(s)DenseDenseA/CDenseBrushBrushBrushDenseBrushHWBrushRock(s)BrushDenseDenseDenseDenseBrushBrushBrushDenseDenseDenseBrushDenseBrushDenseGuard RailBrushDenseDenseBrushDenseBrushDenseDenseDenseDenseDenseDenseBrushBrushBrushDenseDenseBrushFHFHDenseDenseBrushHWHWDenseBrushDenseDenseBrushDenseBrushBrushDenseDenseDenseFHBrushDenseRock(s)BrushA/CDenseDenseDenseBrushB
ru
s
hA/CA/CDenseFHBrushDenseDenseDenseBrushDenseFHFHDenseDenseDenseDenseBrushDenseDenseDenseDenseBrushDenseDenseDenseDenseDenseGuyGuyBrushDebrisGuyGuyDenseDenseDenseDebrisFHRock(s)DenseDenseFHFHA/CA/CA/CA/CDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDense708.8708.9708.2708.5E2260" RISERTOP: 709.52INV IN 15": 702.92INV OUT 30": 702.83INV IN 24": 702.89E2148" RISERTOP: 709.46INV OUT: 703.74DebrisHWWaterWaterDenseHigh BrushHWHWHWHWHWHWDenseDebrisDebrisDebrisRock(s)HWGuyDebrisGuyGuyHWGuyGuyGuyDenseDenseSilt FenceDenseDenseDebrisFHTPTPTPTPTPTP4W-4"4W-4"4W-4"4W-4"4W-4"WINDSOCK CONDUCTORSELECTRICAL VAULTEXISTING GRAVEL SERVICE ROADEXISTING GRAVEL SERVICE ROADE106E107E110E111E112E113E108E109E118E119E116E117E114E115E120E121E122E123E124E125E126E127E128E130E129E133E132E131E136E137E138E139E140E141E142E143E144E145E146E164E165E166E159E160E163E162E161E157E158E155E156E153E154E152E151E149E150E147E148E201E203E202E205E204E207E208E206E210E211E209E212E213E214E215E216E2174W-4"4W-4"POTOMAC EDISON - TO VAULTOKV COKV A6" PRIMARY POWER CONDUITSCONC. DITCHGRASSGRASSGRASSUNDERGROUND TANKS ?MAIL BOXJET FUEL STORAGE TANK8' CHAINFENCETOPEDW/BARB WIRE8' CHAINFENCETOPEDW/BARB WIREGRASSFENCE GUIDEWIRESTOP SIGNLANDSCAPED AREACONC. BOLLARDSFUEL PUMPSCONC. BOLLARDSTELE. PED.SAN MHTOP= 709.382" PVCINV. = 706.38GRAVEL RIP-RAP3 CONC. BOLLARDSSAT. ANTENACONC. PADGRASSSAN MHTOP= 710.028" PVCINV. = 705.62TELE. PED.MAIL BOXTELE. PED.GUARDRAIL8' CHAINFENCETOPEDW/BARB WIREGLIDE SLOPEINDICATORLIGHTSCONC. DITCHCONC. DITCHWIND SOCKTELE. PED.TELE. PED.SAN MHTOP= 702.003" PVCINV. = 697.43SAN MHTOP= 700.933" PVCINV. = 696.71SAN C/OTELE. PED.O/H WIRESO/H WIRES4W-4"WELLCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCO2" SANITARY FORCE MAINAIRPORT ROADROUTE 645(VARIABLE WIDTH R/W)30" RCP15" RCP18" RCP15" RCP24" RCPTTT|||||||||||||||||||||||||||||AsAsGsAsGsCnCnMlCnCnCnCnCnCnCnRpGsCnGlGsGlGsCnRpRpRpGlGsMlMlAsGlGsCnRpRpRpGlRpAsAsGsGsAsAsGsGsGsAsAsCnMlAsGsGsAsGsAsGsGsGsGsAsAsAsAsAsAsAsAsAsAsAsAsAsGsGsGsGsCnCnGATE9'CLF9'CLF9'CLF9'CLF9'CLF9'CLF9'CLF9'CLF9'CLF9'CLF9'CLF9'GATE9'CLF8'CLF8'CLF8'CLF8'CLF8'CLF8'CLF8'CLF8'CLF8'CLFGsGsAsAsGsAsAsAsAsAsAsCnCnTRANSFORMERUTILITY VAULTUTILITY VAULTUTILITY VAULTSCnRpGsGsGlGlGlGlGlGlGlGlGlCnGsGlGlGsGsAsAsAsGsGsAsCnAsAsGsGsGsAsAsGlCnGsGsGsAsGsGsGsGsGsGsGsGlGlACCESS ROADTAXILANE "F"TAXILANE "E"ACCESS ROADACCESS ROADACCESS ROADACCESS ROADACCESS ROADACCESS ROADACCESS ROADUTILITY VAULTUTILITY VAULTUTILITY VAULTUTILITY VAULTUTILITY VAULTCnUTILITY VAULTUTILITY VAULTUTILITY VAULTCnCnRpRpRpGsGsGsRpGsGsGsGsGsGsGsGsGsGsGsGsGsGsGsGsGsGsCnCnGsGsCnGsGsGsGsGsGsGsGsAsAsAsGlAsGsGsGsGsGsGsGsGsGsGsGsGsGsGsGsGsGsGsGsGsGsGsGsGsGsGsGsAsAsGsGsAsGsCnGsRpRpGsRpGsAIRPORT ROADROUTE 645(VARIABLE WIDTH R/W)36" RCP36" RCP18" RCP32" RCP21" RCP15" RCP15" RCP18" RCP18" RCP18" RCP18" RCP18" RCP18" RCP15" RCP15" RCP15" RCP15" RCP15" RCP6" PVCSTUBSTUB2-6" PVCE101.1E101E503E502E502AE501E501E603AE602E601E506E508E507E505E201E202E204E501E205E203E102OUTFALL AOUTFALL BOUTFALL CGRASS CHANNEL #1LMN1N2N3O3P1P2O2RQUTSO1AC4C3C9C2C5C12C11C13C6C7C8C14C1BC10F1F2C9.1C15E2GH1I1JK2F1I2I3H2F3K1H3E1E3F4VVVSCALE: 1"=200'2000200FEET400LEGENDPOINT OF OUTFALL ANALYSISOVERLAND FLOWSHALLOW CONCENTRATED FLOWCHANNELIZED FLOWDRAINAGE AREA BOUNDARYVVVVVVSOILS MAP DATAMAP SYMBOLSOIL DESCRIPTIONHYDROLOGICSOIL GROUP3BBLAIRTON SILT LOAM, 2 TO 7 PERCENT SLOPESC/D9BCLEARBROOK CHANNERY SILT LOAM, 2 TO 7 PERCENT SLOPESC/D41CWEIKERT-BERKS CHANNERY SILT LOAMS, 8 TO 15 PERCENTSLOPESDDRAWN BY:CHECKED BY:SCALE:DATE:EXHIBITXREFS: 21013 topo-pro.dwg; 21013 geom-pro.dwg; 21013 topo-ex.dwg; 21013 soil map.dwg; 21013 plan-ex.dwg IMAGES:DRAWING: 21013 dam airport.dwg LAYOUT: L1CONSULTANTS, INC.DELTA AIRPORTw w w . d e l t a a i r p o r t . c o mDRAINAGE AREA MAP - AIRPORTWINCHESTER REGIONAL AIRPORTWINCHESTER, VIRGINIAMJHADS/RSY1" = 200'MAY 2023 D3PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 dam airport.dwg, L1, 2/29/2024 2:27:26 PM, MHerzing
NOTE:1.THE SCS TR-55 METHOD WAS USED TODETERMINE THE DISCHARGE RATES FORTHE VARIOUS DESIGN STORMS.HYDROLOGIC DATA - EXISTING CONDITIONSDRAINAGEAREAIMPERVIOUS COVERGRASS, GOOD CONDITIONWOODS, GOOD CONDITIONTOTALCONTRIBUTINGDRAINAGE AREAWEIGHTEDCNTIME OFCONCENTRATION1 YEAR STORMEVENT PEAKDISCHARGE2 YEAR STORMEVENT PEAKDISCHARGE10 YEAR STORMEVENT PEAKDISCHARGEHSGABCDABCDABCDCN989898983961748030557077DRAINAGE AREA A0.000.001.411.410.000.003.403.400.000.000.000.009.628375 MIN4.676.5014.07DRAINAGE AREA B0.000.000.110.400.000.000.000.000.000.000.000.000.51985 MIN1.652.003.29DRAINAGE AREA C10.000.000.000.000.000.000.060.530.000.000.000.000.5979 25 MIN0.470.681.59DRAINAGE AREA C20.000.000.000.000.000.000.140.140.000.000.000.000.287725 MIN0.190.280.70DRAINAGE AREA C30.000.000.020.180.000.000.000.030.000.000.000.000.23965 MIN0.700.861.45DRAINAGE AREA C40.000.000.100.100.000.000.020.020.000.000.000.000.24955 MIN0.710.881.51DRAINAGE AREA C50.000.000.010.020.000.000.000.000.000.000.000.000.03985 MIN0.100.120.21DRAINAGE AREA C60.000.000.000.000.000.000.000.060.000.000.000.000.06808 MIN0.070.100.23DRAINAGE AREA C70.000.000.000.050.000.000.000.000.000.000.000.000.05985 MIN0.170.200.33DRAINAGE AREA C80.000.000.120.120.000.000.000.000.000.000.000.000.24985 MIN0.780.951.56DRAINAGE AREA C90.000.000.050.050.000.000.000.000.000.000.000.000.10985 MIN0.330.400.66DRAINAGE AREA C9.10.000.000.000.000.000.000.090.090.000.000.000.000.18777 MIN0.190.280.67DRAINAGE AREA C100.000.000.000.000.000.000.070.070.000.000.000.000.14778 MIN0.140.210.51DRAINAGE AREA C110.000.000.060.060.000.000.000.000.000.000.000.000.1298 5 MIN0.390.470.78DRAINAGE AREA C120.000.000.060.060.000.000.020.020.000.000.000.000.16937 MIN0.420.530.93DRAINAGE AREA C130.000.000.000.060.000.000.000.000.000.000.000.000.06987 MIN0.180.220.36DRAINAGE AREA C140.000.000.020.020.000.000.000.000.000.000.000.000.04985 MIN0.120.150.25DRAINAGE AREA C150.000.000.000.050.000.000.000.000.000.000.000.000.05985 MIN0.170.200.33DRAINAGE AREA C160.000.000.020.020.000.000.170.240.000.000.000.000.457915 MIN0.460.671.53DRAINAGE AREA E0.000.000.140.150.000.000.750.810.000.000.000.001.858042 MIN1.131.633.73DRAINAGE AREA F10.000.000.100.140.000.000.561.080.000.000.000.001.888133 MIN1.361.964.45DRAINAGE AREA F20.000.000.891.020.000.000.911.380.000.000.000.004.208740 MIN3.955.2710.49DRAINAGE AREA G0.000.000.150.150.000.001.571.570.000.000.000.003.447935 MIN2.143.147.46DRAINAGE AREA H0.000.000.150.150.000.001.381.380.000.000.000.003.067929 MIN2.183.177.45DRAINAGE AREA I0.000.000.940.940.000.000.250.250.000.000.000.002.38946 MIN6.578.1814.25DRAINAGE AREA J0.000.000.500.500.000.000.030.030.000.000.000.001.06977 MIN3.203.896.49DRAINAGE AREA K0.000.001.191.190.000.000.580.580.000.000.000.003.54919 MIN8.0110.2118.55DRAINAGE AREA L0.000.000.200.200.000.000.160.160.000.000.000.000.72895 MIN1.642.144.05DRAINAGE AREA M0.000.000.410.410.000.000.810.810.000.000.000.002.448411 MIN3.685.0110.34DRAINAGE AREA N10.000.000.710.710.000.001.721.730.000.000.000.004.878336 MIN3.985.5311.88DRAINAGE AREA N20.000.005.125.130.000.003.813.810.000.000.000.0017.878944 MIN18.1423.6345.21DRAINAGE AREA N30.000.001.151.150.000.001.171.180.000.000.000.004.658713 MIN8.0310.5920.55DRAINAGE AREA O10.000.000.230.220.000.000.970.960.000.000.000.002.388134 MIN1.912.695.96DRAINAGE AREA O20.000.000.620.620.000.002.772.770.000.000.000.006.788138 MIN4.626.5814.91DRAINAGE AREA O30.000.001.701.700.000.001.851.850.000.000.000.007.10878 MIN13.5117.8734.98DRAINAGE AREA P10.000.000.110.110.000.000.330.340.000.000.000.000.898212 MIN1.181.643.51DRAINAGE AREA P20.000.000.430.430.000.002.822.820.000.000.000.006.508033 MIN4.506.5215.05DRAINAGE AREA Q0.000.007.267.260.000.0025.5925.590.000.000.000.0065.708252 MIN37.5253.20118.52DRAINAGE AREA R0.000.000.400.400.000.006.106.100.000.000.000.0013.007835 MIN7.8511.6129.93DRAINAGE AREA S0.000.000.640.640.000.003.783.790.000.000.000.008.858034 MIN6.168.9020.45DRAINAGE AREA T0.000.000.370.370.000.001.631.630.000.000.000.004.008132 MIN3.074.379.86DRAINAGE AREA U0.000.000.060.060.000.003.733.730.000.000.000.007.587735 MIN4.196.3015.520.000.0025.4526.250.000.0067.2468.950.000.000.000.00187.8983OUTFALL ANALYSIS - EXISTING CONDITIONOUTFALL1 YEAR(CFS)2 YEAR(CFS)10 YEAR(CFS)100 YEAR(CFS)A9.3614.3430.4638.76B4.166.0914.3916.51C9.7232.80119.46242.45DRAWN BY:CHECKED BY:SCALE:DATE:EXHIBITXREFS: IMAGES:DRAWING: 21013 stormwater compliance.dwg LAYOUT: L1CONSULTANTS, INC.DELTA AIRPORTw w w . d e l t a a i r p o r t . c o mDRAINAGE AREA SUMMARIESWINCHESTER REGIONAL AIRPORTWINCHESTER, VIRGINIAMJHADS/RSYNONEMAY 2023 D4PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 stormwater compliance.dwg, L1, 2/29/2024 2:27:34 PM, MHerzing
NOTE:1.THE SCS TR-55 METHOD WAS USED TODETERMINE THE DISCHARGE RATES FORTHE VARIOUS DESIGN STORMS.OUTFALL ANALYSIS - PROPOSEDOUTFALL1 YEAR(CFS)2 YEAR(CFS)10 YEAR(CFS)100 YEAR(CFS)A9.2911.9419.7830.00B3.595.2112.2416.51C6.8525.34119.46220.24HYDROLOGIC DATA - PROPOSED CONDITIONSDRAINAGEAREAIMPERVIOUS COVERGRASS, GOOD CONDITIONWOODS, GOOD CONDITIONTOTALCONTRIBUTINGDRAINAGE AREAWEIGHTEDCNTIME OFCONCENTRATION(MIN)1-YEAR STORMEVENT PEAKDISCHARGE2-YEAR STORMEVENT PEAKDISCHARGE10-YEAR STORMEVENT PEAKDISCHARGEHSGABCDABCDABCDCN989898983961748030557077Drainage Area A0.000.001.481.480.000.002.602.600.000.000.000.008.168575.004.355.9512.47Drainage Area B0.000.000.100.370.000.000.020.020.000.000.000.000.51965.001.591.943.25Drainage Area C10.000.000.000.000.000.000.100.490.000.000.000.000.5979200.520.761.76Drainage Area C20.000.000.000.000.000.000.130.130.000.000.000.000.2677180.210.310.77Drainage Area C30.000.000.020.220.000.000.000.000.000.000.000.000.249850.780.951.56Drainage Area C40.000.000.100.100.000.000.020.020.000.000.000.000.249550.710.881.51Drainage Area C50.000.000.010.040.000.000.000.000.000.000.000.000.059850.170.200.33Drainage Area C60.000.000.000.000.000.000.000.060.000.000.000.000.068090.070.100.23Drainage Area C70.000.000.000.060.000.000.000.010.000.000.000.000.079550.210.260.44Drainage Area C80.000.000.100.100.000.000.000.000.000.000.000.000.209850.640.771.27Drainage Area C90.000.000.040.040.000.000.020.020.000.000.000.000.129150.310.390.71Drainage Area C9.10.000.000.000.000.000.000.030.030.000.000.000.000.067780.060.090.21Drainage Area C100.000.000.040.040.000.000.020.020.000.000.000.000.129150.310.390.71Drainage Area C110.000.000.020.020.000.000.000.000.000.000.000.000.049850.120.150.25Drainage Area C120.000.000.040.040.000.000.020.020.000.000.000.000.129150.310.390.71Drainage Area C130.000.000.000.070.000.000.000.000.000.000.000.000.079850.230.270.45Drainage Area C140.000.000.030.030.000.000.150.150.000.000.000.000.3480100.420.591.34Drainage Area C150.000.000.070.180.000.000.000.000.000.000.000.000.259850.810.971.60Drainage Area E10.000.000.030.030.000.000.070.070.000.000.000.000.20839.000.310.420.89Drainage Area E20.000.000.020.020.000.000.150.150.000.000.000.000.347912.000.390.561.26Drainage Area E30.000.000.010.010.000.000.040.040.000.000.000.000.10816.000.150.210.46Drainage Area F10.000.000.010.010.000.000.180.720.000.000.000.000.927931.000.370.541.28Drainage Area F20.000.000.700.850.000.000.681.130.000.000.000.003.368740.001.902.535.04Drainage Area F30.000.000.420.420.000.000.000.000.000.000.000.000.84985.002.713.275.38Drainage Area F40.000.000.030.030.000.000.000.000.000.000.000.000.06985.000.190.220.37Drainage Area G0.000.000.150.150.000.001.571.570.000.000.000.003.447943.001.862.736.52Drainage Area H10.000.000.150.150.000.001.061.060.000.000.000.002.428037.001.542.255.23Drainage Area H20.000.000.160.160.000.000.390.390.000.000.000.001.10836.001.782.455.19Drainage Area H30.000.000.000.000.000.000.050.050.000.000.000.000.10775.000.110.170.41Drainage Area I10.000.000.370.370.000.000.310.310.000.000.000.001.36885.003.063.997.59Drainage Area I20.000.000.070.070.000.000.060.060.000.000.000.000.26885.000.590.761.46Drainage Area I30.000.000.050.050.000.000.080.080.000.000.000.000.26855.000.490.671.35Drainage Area J0.000.001.461.460.000.000.810.810.000.000.000.004.54917.0010.5913.5624.88Drainage Area K10.000.000.900.900.000.000.160.160.000.000.000.002.12957.005.957.3512.57Drainage Area K20.000.000.420.420.000.000.380.380.000.000.000.001.60886.003.434.508.63Drainage Area L0.000.000.200.200.000.000.160.160.000.000.000.000.72895.001.642.144.05Drainage Area M0.000.000.410.410.000.000.810.810.000.000.000.002.448411.003.685.0110.34Drainage Area N10.000.000.710.710.000.001.721.730.000.000.000.004.878336.003.985.5311.88Drainage Area N20.000.005.125.130.000.003.813.810.000.000.000.0017.878944.0018.1422.6345.21Drainage Area N30.000.001.151.150.000.001.171.180.000.000.000.004.658713.008.0310.5920.55Drainage Area O10.000.000.230.220.000.000.970.960.000.000.000.002.388134.001.742.495.58Drainage Area O20.000.000.620.620.000.002.772.770.000.000.000.006.788138.004.626.5814.91Drainage Area O30.000.001.701.700.000.001.851.850.000.000.000.007.10878.0013.5117.8734.98Drainage Area P10.000.000.110.110.000.000.330.340.000.000.000.000.898212.001.181.643.51Drainage Area P20.000.000.430.430.000.002.822.820.000.000.000.006.508033.004.506.5215.05Drainage Area Q0.000.007.267.260.000.0025.5925.590.000.000.000.0065.708252.0037.5253.20118.52Drainage Area R0.000.000.400.400.000.006.106.100.000.000.000.0013.007835.007.8511.6127.93Drainage Area S0.000.000.640.640.000.003.783.790.000.000.000.008.858034.006.168.9020.45Drainage Area T0.000.000.370.370.000.001.631.630.000.000.000.004.008132.003.074.379.86Drainage Area U0.000.000.060.060.000.003.733.730.000.000.000.007.587735.004.196.3015.520026.4127.30066.3467.820000187.85DRAWN BY:CHECKED BY:SCALE:DATE:EXHIBITXREFS: IMAGES:DRAWING: 21013 stormwater compliance.dwg LAYOUT: L2CONSULTANTS, INC.DELTA AIRPORTw w w . d e l t a a i r p o r t . c o mDRAINAGE AREA SUMMARIESWINCHESTER REGIONAL AIRPORTWINCHESTER, VIRGINIAMJHADS/RSYNONEMAY 2023 D5PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 stormwater compliance.dwg, L2, 2/29/2024 2:27:35 PM, MHerzing
STORMWATER MANAGEMENT PRACTICES HAVE BEEN DESIGNED TO COMPLYWITH VIRGINIA STORMWATER REGULATIONS AS DETAILED BELOW.STORMWATER QUANTITYCHANNEL PROTECTION HAS BEEN ADDRESSED BY REDUCING THEPOST-DEVELOPMENT PEAK FLOW RATE FROM THE TWO-YEAR 24-HOUR STORMEVENT BELOW THAT OF THE PRE-DEVELOPMENT CONDITIONS.(9VAC25-870-66 WATER QUANTITY: SECTION B.1.b)FLOOD PROTECTION HAS BEEN ADDRESSED BY REDUCING THEPOST-DEVELOPMENT PEAK FLOW RATE FROM THE TEN-YEAR 24-HOUR STORMEVENT BELOW THAT OF THE PRE-DEVELOPMENT CONDITIONS.(9VAC25-870-66 WATER QUANTITY: SECTION C.2.b.)DOWNSTREAM ANALYSIS OF THE RECEIVING CHANNEL HAS BEEN ADDRESSED BYREDUCING THE PEAK DEVELOPMENT RUNOFF VELOCITY FROM THE TWO-YEAR24-HOUR STORM AND VERIFYING THE CHANNEL CONTAINS THE FLOW DEPTH OFTHE 10-YEAR 24-HOUR STORM.(9VAC25-840-40 MINIMUM STANDARDS: MS-19)EXISTING 'AIRPORT BASIN' DETAILNTSTOP OF DAMELEV = 681.70INV. IN = 667.294:1100 YR PRE ELEV. = 680.20100 YR POST ELEV. = 680.0684 LF - 48" RCP CLASS IIISLOPE = 0.5%4:130 LF - 8" PVC., SCH. 40SLOPE = 2.0%30 LF - 15" RCP CLASS IIISLOPE = -1.0%W/ VALVETHROAT INLETINV. = 674.05EMERGENCY SPILLWAYELEV = 679.0710 YR PRE ELEV. = 677.2810 YR POST ELEV. = 676.992 YR PRE ELEV. = 674.722 YR POST ELEV. = 674.591 YR PRE ELEV. = 674.321 YR POST ELEV. = 674.25CUTOFF WALLCLOW F=3000 SHEAR VALVEDRAWN BY:CHECKED BY:SCALE:DATE:EXHIBITXREFS: IMAGES:DRAWING: 21013 stormwater compliance.dwg LAYOUT: L3CONSULTANTS, INC.DELTA AIRPORTw w w . d e l t a a i r p o r t . c o mSTORMWATER COMPLIANCEWINCHESTER REGIONAL AIRPORTWINCHESTER, VIRGINIAMJHADS/RSYNONEMAY 2023 D6PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 stormwater compliance.dwg, L3, 2/29/2024 2:27:36 PM, MHerzing
PRE VS. POST RECEIVING CHANNEL DATADATAOUTFALL AOUTFALL BOUTFALL CPREPOSTPREPOSTPREPOSTTOTAL CONTRIBUTING DRAINAGE AREA =21.08 AC17.32 AC8.59 AC9.15 AC160.41 AC163.47 ACCOMPUTED COMPOSITE CN VALUE =84.2486.2578.9479.7482.7882.83TIME OF CONCENTRATION =30 MINUTES30 MINUTES30 MINUTES30 MINUTES50 MINUTES50 MINUTES*AREA INCLUDES ADDITIONAL 2.09 AC THAT FLOW INTO CHANNELOUTSIDE THE OUTFALL B ANALYSIS AREA1-YEAR PEAK RUNOFF =9.36 CFS9.30 CFS4.16 CFS3.59 CFS9.72 CFS6.85 CFS2-YEAR PEAK RUNOFF =14.34 CFS11.94 CFS6.09 CFS5.21 CFS32.80 CFS25.34 CFS10-YEAR PEAK RUNOFF =30.46 CFS19.78 CFS14.39 CFS12.24 CFS119.46 CFS119.46 CFSCROSS SECTION ONE2-YEAR VELOCITY =2.95 FPS2.81 FPS1.77 FPS1.70 FPS3.50 FPS3.26 FPS10-YEAR FLOW DEPTH =1.15 FT0.98 FT0.59 FT0.55 FT1.30 FT1.30 FTCROSS SECTION TWO2-YEAR VELOCITY =4.16 FPS3.97 FPS1.86 FPS1.78 FPS5.00 FPS4.63 FPS10-YEAR FLOW DEPTH =1.16 FT0.99 FT0.64 FT0.60 FT1.15 FT1.15 FTCROSS SECTION THREE2-YEAR VELOCITY =6.41 FPS6.12 FPS2.00 FPS1.92 FPS2.76 FPS2.54 FPS10-YEAR FLOW DEPTH =1.06 FT0.90 FT0.71 FT0.67 FT1.22 FT1.22 FTOUTFALL A - CROSS SECTION 1SLOPE = 1.1% ±NTS696697698699696697698699694696697698699694696697698699691692693694696697698691692693694696697698716717716717714716717714716717714716714716660662663664660662663664695694700701695694700701OUTFALL A - CROSS SECTION 2SLOPE = 2.2% ±NTSOUTFALL A - CROSS SECTION 3SLOPE = 6.0% ±NTSOUTFALL B - CROSS SECTION 1SLOPE = 1.0% ±NTSOUTFALL B - CROSS SECTION 2SLOPE = 1.0% ±NTSOUTFALL B - CROSS SECTION 3SLOPE = 1.0% ±NTSOUTFALL C - CROSS SECTION 1SLOPE = 1.3% ±NTSOUTFALL C - CROSS SECTION 2SLOPE = 3.0% ±NTSOUTFALL C - CROSS SECTION 3SLOPE = 0.8% ±NTS693695700693695700689690695699689690695699713715717717715713713715718713715718714715718714715718659661665659661665666667666667660662663664660662663664659661665659661665666667666667660662663664660662663664659661665659661665666666658658PREPOSTPREPOSTPREPOSTPREPOSTPREPOSTPREPOSTPRE &POSTPRE &POSTPRE &POSTDRAWN BY:CHECKED BY:SCALE:DATE:EXHIBITXREFS: IMAGES:DRAWING: 21013 stormwater compliance.dwg LAYOUT: L4CONSULTANTS, INC.DELTA AIRPORTw w w . d e l t a a i r p o r t . c o mDOWNSTREAM CROSS SECTIONSWINCHESTER REGIONAL AIRPORTWINCHESTER, VIRGINIAMJHADS/RSYNONEMAY 2023 D7PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 stormwater compliance.dwg, L4, 2/29/2024 2:27:38 PM, MHerzing
STORMWATER MANAGEMENT PRACTICES HAVE BEEN DESIGNED TO COMPLYWITH VIRGINIA STORMWATER REGULATIONS AS DETAILED BELOW.STORMWATER QUALITYCOMPLIANCE WITH VSMP STORMWATER QUALITY HAS BEEN ADDRESSED USINGTHE VIRGINIA RUNOFF REDUCTION METHOD, RESULTING IN A TOTALPHOSPHORUS LOAD REDUCTION REQUIREMENT OF 4.00LB/YR. TO SATISFY THISREDUCTION REQUIREMENT, A GRASS CHANNEL WILL BE CONSTRUCTED IN THEAPRON INFIELD TO ACCOUNT FOR 1.60 LB/YR. THE GRASS CHANNEL HAS BEENDESIGNED ACCORDING TO VA DEQ STORMWATER DESIGN SPECIFICATION NO. 3.REFERENCE THE "GRADING & DRAINAGE" SHEETS FOR THE GRASS CHANNELLIMITS.IN CONJUNCTION WITH THE GRASS CHANNEL, THE NONPOINT NUTRIENT CREDITOFFSET PROGRAM WAS UTILIZED TO PURCHASE THE REMAINING 2.40 CREDITS.THE CREDITS PURCHASED UNDER SITE PLAN REFERENCE NO. #41-20 WERESUFFICIENT TO COVER THE REMAINING 2.40 CREDITS.DRAWN BY:CHECKED BY:SCALE:DATE:EXHIBITXREFS: IMAGES:DRAWING: 21013 stormwater compliance.dwg LAYOUT: L5CONSULTANTS, INC.DELTA AIRPORTw w w . d e l t a a i r p o r t . c o mSTORMWATER QUALITYWINCHESTER REGIONAL AIRPORTWINCHESTER, VIRGINIAMJHADS/RSYNONEMAY 2023 D8PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 stormwater compliance.dwg, L5, 2/29/2024 2:27:39 PM, MHerzing
TLOFATLOFA TLOFA TLOFA
TLOFA TLOFA TLOFA
TLOFA TLOFA TLOFA TLOFA TLOFA TLOFA TLOFA
TLOFA TLOFA TLOFA TLOFA TLOFA TLOFA
TSA
TSA TSA TSA TSA TSA
TSA
TSA
TSA TSA TSA TSA TSA
TSA
TOFA TOFA TOFA TOFA TOFA
TSA TSA TSA TSA
TSA TSA
TSAT
L
O
F
A
TLOFA TLOFA TLOFA TLOFA TLOFA
TLOFA TLOFA TLOFATLOFATLOFA
TLOFA
X XXXXXXXXXX
X XX X X X X
TOFA TOFATOFA
TSA
TSATSATSATLOFATLOFATSATSATSA
TSA TSA
TLOFATSA
XXXXXXXTAXIWAY A
FHFHN
LEGEND
APRON AREA LIGHT
LUMINAIRE PHOTOMETRIC DATA
EXISTING AIRPORT PROPERTY LINE
EXISTING FENCE
PROPOSED F-162 BLACK VINYL CHAIN-LINK
FENCE
PROPOSED F-162 ORNAMENTAL FENCE
EXISTING RUNWAY OBJECT FREE AREA
EXISTING TAXIWAY OBJECT FREE AREA
PROPOSED TAXIWAY OBJECT FREE AREA
PROPOSED TAXILANE OBJECT FREE AREA
EXISTING TAXIWAY SAFETY AREA
PROPOSED TAXIWAY SAFETY AREA
PROPOSED CONSTRUCTION
X
X
FF
ROFA
TOFA
TOFA
TLOFA
TSA
TSA
SHEET INDEX
FEETSCALE: 1"=40'
8040400
1.THIS LIGHTING DESIGN IS BASED ON LIMITED
INFORMATION SUPPLIED BY OTHERS. SITE
DETAILS PROVIDED HEREON ARE REPRODUCED
ONLY AS A VISUALIZATION AID. FIELD DEVIATIONS
MAY SIGNIFICANTLY AFFECT PREDICTED
PERFORMANCE. PRIOR TO INSTALLATION,
CRITICAL SITE INFORMATION (POLE LOCATIONS,
ORIENTATION, MOUNTING HEIGHT, ETC.) SHOULD
BE COORDINATED WITH THE CONTRACTOR
AND/OR SPECIFIER RESPONSIBLE FOR THE
PROJECT.
2.LUMINAIRE DATA IS TESTED TO INDUSTRY
STANDARDS UNDER LABORATORY CONDITIONS.
OPERATING VOLTAGE AND NORMAL
MANUFACTURING TOLERANCES OF LAMP,
BALLAST, AND LUMINAIRE MAY AFFECT FIELD
RESULTS.
3.CONFORMANCE TO FACILITY CODE AND OTHER
LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF
THE OWNER AND/OR THE OWNER'S
REPRESENTATIVE.
4.THE MOUNTING HEIGHT OF THE PROPOSED
FIXTURES SHALL NOT EXCEED 35 FEET.
5.ALL LIGHTING SHALL CONFORM TO FREDERICK
COUNTY ZONING ORDINANCE 165-202.07 AND
SHALL BE DOWNCAST, SHIELDED, AND FULL
CUTOFF.
NOTES
E1
NO.REVISIONS BY APP.DATE
CONSULTANTS, INC.XREFS: 21013 plan-ex.dwg; 21013 geom-pro.dwg; 21013-dialux-photometrics-revised.dwg; 21013 sheet-key.dwg IMAGES:DRAWING: 21013 pmc.dwg LAYOUT: L1DELTA AIRPORT
JOB NO.
SHEET
DATE:SCALE:
DESIGNED BY:
DRAWN BY:
AIP NO.
OF
w w w . d e l t a a i r p o r t . c o m
3544 North Progress Avenue, Suite 200
Harrisburg, Pennsylvania 17110
phone: (717) 652-8700 fax: (717) 652-8371
PHOTOMETRIC PLAN
WINCHESTER REGIONAL AIRPORT
3-51-0059-042-2021 (DESIGN)21013
MJH
ADS/RSY
MAY 2023
E1
48
SITE PLAN SUBMITTAL
PRELIMINARY - DO NOT USE
FOR CONSTRUCTION
1" = 40'
RECONSTRUCT TERMINAL APRON - PHASE 2
PREVIOUS SITE PLAN REFERENCE NO.: #41-20
C:\Users\mherzing\DC\ACCDocs\DAC\21013\Project Files\21013 pmc.dwg, L1, 2/29/2024 2:27:41 PM, MHerzing