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HomeMy WebLinkAbout02-20 Site Plann NO. ER RFCi\ too EST. 1987 ], IQL 0 71 PROJECT INFORMATION: PROPERTY IDENTIFICATION NUMBER(S): PIN # 64-A-79, 64 -A -40B, 64-5-D ZONING: RA AIRPORT -OWNED PROPERTY WITH STRUCTURE DEMOLITION: 64 -A -40B 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: 377.809 ACRES FEE 32.985 ACRES EASEMENT TOTAL ACREAGE DISTURBED = 6.70 AC PERCENT OF TOTAL PROPERTY DISTURBED = 1.77% ACRES OF WOODLANDS DISTURBED = 0.0 LIGHTING: PARKING LOT/AREA LIGHTING INSTALLTION OUTDOOR STORAGE: N/A TRASH RECEPTACLES: N/A SIGNS: PARKING AND ROADWAY FLOOR AREA RATIO: N/A PARKING: 73 EXISTING SPACES, REPLACED WITH 71 NEW SPACES NUMBER OF PARKING SPACES WAS DETERMINED BY EXISTING/FUTURE AIRPORT OPERATIONS LANDSCAPING: SEE "LANDSCAPE PLAN" SHEET SHAWNEE MAGISTERIAL DISTRICT 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, AND #16-13 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 REVISIONS BY I APP. I DATE WINCHESTER REGIONAL AIRPORT WINCHESTER, VIRGINIA CONSTRUCT NEW TERMINAL BUILDING SITE WORK DOAV PROJECT NO,, CS -0059-29 (DESIGN) DO" PROJECT NO,, CF -0059 -XX (CONSTRUCTION) VICINITY MAP N W. VA. MD. MARTINSBURG e� 81 522 50 340 WIN H TER WINCHESTER REGIONAL LEESBURG AIRPORT 50 66 FRONT ROYAL 81 66 17 340 29 WARRENTON O CULPEPER 17 co 33 29 NOT TO SCALE 3544 North Progress Avenue, Suite 200 Harrisburg, Pennsylvania 17110 phone: (717) 652-8700 # fax: (717) 652-8371 www.deItaa*irport.com DELTA PROJECT NO. 17 0 4 6 FOR THE WINCHESTER REGIONAL AIRPORT AUTHORITY JUNE 2020 LOCATION MAP 50 e 17 U 655 WINCHESTER REGIONAL AIRPORT 645 .QO O \ 728 ll s� N 0 e� 522 645 644 NOT TO SCALE DELTA AIRPORT CONSULTANTS, INC, WINCHESTER REGIONAL AIRPORT INDEX SHEET ONE (1) 12/16/2019 TITLE NO. THREE (3) 1 COVER SHEET 2 BOUNDARY & ZONING MAP 3 GENERAL LAYOUT 4 PROJECT NOTES 5 PHASING LAYOUT AND NOTES 6 WEST TEMPORARY AIRPORT ACCESS 7 EAST TEMPORARY AIRPORT ACCESS 8 EXISTING CONDITIONS LAYOUT 9 DEMOLITION PLAN - PHASE 1 10 DEMOLITION PLAN - PHASE 2A 11 DEMOLITION PLAN - PHASE 2B 12 GEOMETRIC LAYOUT 13 GRADING & DRAINAGE - PHASE 1 14 GRADING & DRAINAGE - PHASE 2A 15 GRADING & DRAINAGE - PHASE 2B 16 BORROW SITE GRADING 17 EROSION & SEDIMENT CONTROL NOTES 18 EROSION & SEDIMENT CONTROL DETAILS 19 EROSION & SEDIMENT CONTROL DETAILS 20 PAVEMENT DETAILS 21 PAVEMENT DETAILS 22 DRAINAGE DETAILS 23 DRAINAGE DETAILS 24 DRAINAGE PROFILES 25 DRAINAGE PROFILES 26 DRAINAGE PROFILES 27 UTILITY LAYOUT 28 UTILITY NOTES 29 UTILITY DETAILS 30 UTILITY PROFILES 31 UTILITY PROFILES 32 FENCE DETAILS 33 FENCING NOTES & DETAILS 34 FENCING DETAILS 35 FENCE DETAILS 36 MARKING & SIGNAGE LAYOUT & NOTES 37 ROADWAY MARKING & SIGNAGE DETAILS 38 ELECTRICAL DETAILS 39 PHOTOMETRIC LAYOUT 40 LANDSCAPE PLAN D1 DRAINAGE AREA MAP - EXISTING D DRAINAGE AREA MAP - PROPOSED D STORMWATER COMPLIANCE �PLTH op L TRAC3 J. S UNDERS y Llc. No- 031974 06/242020 ' cs� �w S 10NA L RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION #: EXPIRATION DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. 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. SITE PLAN REFERENCE NO. #2-20 SITE PLAN SUBMISSION NO. DATE ONE (1) 12/16/2019 TWO (2) 04/22/2020 THREE (3) 05/26/2020 FOUR (4) 06/23/2020 SITE PLAN SUBMITTAL PRELIMINARY - DO NOT USE FOR CONSTRUCTION JUNE 2020 NO �PLTH-°FCONSTRUCT NEW TERMINAL BUILDING SITE WORK DOAV Lf CS -0059-29 (DESIGN) DRAWN BY: MJ H ° -TYLER L. BAILEY y COVER SHEET Lic. No. 061939 DESIGNED BY: 2020.06.23 16:11:35-04'00' TJ S/T L B 11,sc� s 1JSCALE: DATE: ZONAL WINCHESTER REGIONAL AIRPORT NONE JUNE 2020 JOB NO. 17046 SHEET 1 OF HC J l 0 Q J N/F CUSTER, TRUST \ 64 A87 \ R4, D53 G. 36 \ ABANDONED GOLF .B. 7 P 7 \ \ M 1 COURSE S \ 64 10 (5)(4)(3) , C ETAL \ B2, COMMERCIAL _GR -� f{(�EE L -t- 1400000 18 \ \\ \ STONE � 71_� o I I \\ FREDE N INIA NO. 1 STo 0015617 1I I 64 A 79 �1 8A 1 1 RA N/F DICK 1 N/F COVERSTONE D.B. 568 PG. 769 1 D.B. 222 PG. 231 e o 1 M N/F GLAIZE & BRO ❑ 64A83 I 64A82 / D.B. 721 PG 113 0/ N/F JGR THREE LLC ETALS � R4, ABANDONED GOLF 1 R4, ABANDONED GOLF INST. 140000018 \\ COURSE 1 COURSE / 64A 0 Z 64 A 86 �• 1 / M1, IND I/S� O / 4,4i n� / R4, ABANDONED GOLF i COURSE 1 / CORNER POST/r7 i 64 A 86 �-� `ND. / o / Z� a / FREDE I c 1 ♦ ♦ ® // A 80M / Qj o� J� / �o D. .1 M1, INDUSTRIAL Z Q _ / M1?WOODS 4A 79 _%� _ _ — 1/2" REBAR ♦ / '------- FND.@BASE OpF4/ / 641116 OF 24" OAK ` ♦ l TRApFR p$ TO�GF / Q / 6491 I n M1, WOODS N/F G 1l2" REBAR / AFZK7NG / / M1, IN USTRI I BL i M 1 D PG. 669 _ o � 1 1 �OLDST ♦ m=I t I N/F GLAIZ N/F GLAIZEo a T . = 71+5 B. 607 PG. 1 D.B. 607 PG. 669 1/2"REBAR m I\ I /1STA. = 3+24.7 I - �� - - - - - - FIND. ` 5145 8' LT. R Y \ \ I ��-�,-- H E/RA j' - - _ - - - - \• 1 599.16' I T. RU C7 0 0 o I `�� I ♦ 14/32 L 64 A 159C 14/32 CL I I \ \ I 1 62, COMMERCIAL J 1 1 I - - - _iC �11� - r1( �Jl� - 'Jl' �11� - 7r t--- -3(----'.�7�\\ \ SHENANDOAH GAS CO. I 64 A 79 1 i ` ♦ I I \ \ - - li 64 A 159C - —1- ' 1 ♦ 1 64 A 159A i i- \' 1/2" \\ \ RIGHT-OF-WAY I 1 1 64 A 79G _ \ 1 N/F WINCHESTER OFFICE I q0\ \ REBAR ------ \ REBAR\\\ I RA _ 1 may! \ �.` 64 A 159A I 1 __--- 2„ �\ W'R'' \\ \ (50' MAX. WIDTH) 1 `�� 1 I L-�- \ D.B. • \ \\ 11 /'1 I I REBAR � CENTER LIMITED PARTNERS F.C.S.A. 1 \ i / r _ _ O ♦ I \ 1 I \ \\\ I i 1 64 A 79G I �` __a 1 ��� �� �� I __------- I FIND. PG. D.B. 691 PG. 293 I UTILITY ESM'T. ate/\, ` 1 64 A 159A ! ----� ��� — D.B. 677 PG. 487 \ 1 ._._._._.\�._.�.y 1 337.7 ACRES -- 1 ------ , � IRON PIPE \ \\ B2, OMMERCIAL FIND. \ I I \. — . _ . \\ \ 64 A 79 I I I 1I ��;`` �`` ---\\ I ! I RA \�\ \ 1� I -------I 64 A 79G ------ 64 A 88 \\\.\ �1 I 64 A 79OKV-A i ------i ---�_ -� ����\ 64 A 159A STONE I 1 1 \\ \\ I I 1 1 FIND. G P / i \ \ '1 o x \ 64`A 79 i i I Q►VV-C B2 Go��Ea X I O -B a / . �1 1. '1 +o E ,_ _�'! _ =_ _ `\ \ N 46°40'40" W RUNWAY 14-32 (5,500') i i i I \� RAN CL — e2 I • /\ I ! \ iIavm \ \\\ \ I I I i i I 64 A 159A ��I > N/F WORCO / 1-'\ �,; \ \\ \ \ ' / ,a' . \ STA. = 8+68.58 \ \ \\ I I I 1 64 5 A 1 1 1 64 A 159F I LEGEND APPROX AIRPORT PROPERTY LINE AIRPORT EASEMENT - — — — — - VDOT RIGHT OF WAY (ROW) — - — - — - — VDOT ACQUISITION LINE ODETAIL DESIGNATION PROJECT SITE ■ STA. = 88+98.85 580.31' LT. RUNWAY I , ♦ / 14/32 CL THIS PARCEL HAS B RECENTLY PURCHASED BY W.R.A . BUT HAS / NOT BEEN SURVEYED N THE FIELD / 64A174 BY THIS SURVEYOR. RA, RESIDENTIAL I I 1�, 54' INGRESS/EGRESS 43.4 AORES I 0 EASEMENT EX.' /2" RAI WELI , REBAR I I 1 FIND. RA ICA"E I RESID I/ 634 P : a1 I PROJECT SITE — o O B STONEIFND., /\ 385.19' RT. RUNWAY 1 \ 64 A 79 �\ \ \ I _ r - _ \ 50' 1 \ '� 4 SPEED Y 1l' 1 OLD CORNER \ \ 5/8" I 14/32 CL j POST FND. __�-�' 1 I - — - — - - - - — - -i - - — 'r�__1_ ' " IRON PIPE REBAR 1 RA, FND. FIND. I ® 1 \ 1 \ - - - - - - - - - - - - - - - I 1 O o 30" OAK077 c 64B A 38 \ \ B \ 1 �\ ---_ - _ \ \ _--_-- 1 1 •}v ° 61 B2, COMMERCIAL _ 1 1 \\ 1 '(11 ' O I it � �� �64 A 159A 1/ TREE / Q \ \ t ' I' \\ 1 \ O \ 6� \\ �y - - O 111' 11'1 1 _ \ 6 I ~ �a 1 ''�`' \\ 1 1 c0lcol —`1 TTT- T : I\-- �j / \ 646 A 39 I �� 1 � ' \ \ \ y. a �Pd/� LADAY �/ / w I \ N/F �_� - �A \\ %y� �\ 64P7A 1 _-'' _��..�._---77 s . a 1 1--, - 1� 67 PG. 96 / m I _ 1 REBAR I \\ \\ Ir, 1 ` �y - - I \ '/ \ \\v Z' I \ NICHOLSON _ _ 1 FND. \\ ''�' 1 - P °p� 11 D 1 P 1 O \ \ \ \ `--Z. RA, RESIDENTIAL /64B A 21/ / I \ D.B. 245 PG. 216 _ - 1 ? ° 1 6, 1 0 -p➢ y \ \am RA / / I _ __— --, ♦ 64BA48 �N �Su"v ��a�yh"g: 6��I-1� \ / \NLF- — ` 1 1 o CP 1 1 1 O N/F s/e" 64BA40 i N' 0 1\011 '1 ; 1 p T BEAVER REBAR RA, REST ENTIA -7 (6 \ \ 1 64 A 40B BEAVER �.(% / D.B. 423 FND. \ c \y\\\\ m i i Ir T1 S ` 1 RA __423 /7 PG: 252 O �0 PG. 2252 // _�1 1'11 '610\T \ \� \ '\m\ \ ,'' ® pn 6_►1 O O° o �� N/F BEAVE\\� O\\ _ N776 ® ® ®®9 A o 11 1 /I D.B. 322 PG. 522 \ \ T. m 1 l50' Q o 6 Q q 13 cp rT'f6 O � 0 0 O NO. REVISIONS BY APP. DATE 3544 North Progress Avenue, Suite 200 Harrisburg, Pennsylvania 17110 phone: (717) 652-8700 # fax: (717) 652-8371 www.deItaaIrport.cam n D.6.673 PG. 201 64 A 401 M1, IIID T B2, FIELD o u u g2 1 1 1 1 1 1 1 1 1 I > ` ♦SZ'2s ♦ a4"e ♦ ♦0g0 67 64 A 79G I rl 1 \1 1 al NI S 52°20'11" E a 1 171.23----_4 A EXCEPTED & RESERVED IN -Z 64 A 79G D.B. 659 PG. 175 Nz�°i3.0�, 1 )WLEN EQUIPMENT CO. TRACT 192.31, 0"w -_,k ED BY SURVEY OF R.U. GOODE 11 DATED NOV. 27, 1968) 1 _---, 64 A 79G j I 1 I 1 IV 1 00 DETAIL "A" SCALE: 1" = 200' NOTES: 1. THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY. 2. IMPROVEMENTS HAVE NOT BEEN LOCATED BY THIS SURVEY AS PER WRITTEN AGREEMENT WITH THE CLIENT. 3. UNLESS OTHERWISE INDICATED ON THIS PLAT, 5/8" CAPPED REBAR WILL BE SET SET AT ALL PROPERTY CORNERS. PROPERTY CORNERS ALONG 30' PRESCRIPTIVE EASEMENT WILL BE OFFSET 15'. 4. FIELD MEASUREMENTS, INFORMATION FROM ADJOINING OWNERS OF LONG STANDING AND VIRGINIA DEPARTMENT OF TRANSPORTATION RECORDS SHOW RT. 776 AND THE MAJORITY OF OLD RT. 645 TO BE A 30' PRESCRIPTIVE EASEMENT ONLY. THIS SURVEYOR FOUND NO CONVEYANCES FOR PUBLIC USE AMONG THE LAND RECORDS. 5. THIS AREA OF LAND APPROXIMATELY 107'x 60' IS PART OF PARCEL "B" AS SHOWN ON PLAT OF SURVEY BY H. BRUCE EDENS, DATED 3 OCTOBER 1972 AND RECORDED WITH A DEED DATED 14 NOVEMBER 1972 IN D.B. 399 PG. 303 CONVEYING PARCEL "B" TO WOODROW W. HALL, ET AL. THE "CLEAR ZONE EASEMENT" DENOTED AS PARCEL 4A ON EXHIBIT "A" ATTACHED TO THE COVENANT AND AGREEMENT RECORDED IN D.B. 516 PG. 562 DATED 31 AUG. 1979, INCLUDES THIS 107'x 60' AREA ALTHOUGH THE PROPERTY WAS NO LONGER STANDING IN THE NAME OF THE GRANTORS. 64 A 40J� mi ; M1, FIELD O I O AREA EXCLUDED FROM PLAT FOR CONVEYANCE TO W.R.A.A.IN D.B. 671 PG. 857 (6,968 SQ. FT.) mm MOO T-T-T"T-T-T"T' 'T"T .1..1..1..1..1..1. .1..1yy.�.. 1. 64 5 3A .4A'G.i850 64 5 1 A I I 4 5� '\ o 1 r zw 0 \ o mm — 1 b Cl I O 0 1 O \\ A r o r I D 1\ m A 1 \ M1 0 1 A o M1 I 1 \ rn I 1 \ RA/Mi J N/F �ti CGOLLADAY °h 64 A 88 D.B. 170 h^h PG. 398 646 A 21 0 RA, RESIDENTIAL N 61'11'45" W 746.94' 7.0• r — — — - / N/F /� 64Brn RA, A RESIDENTIAL / ENTIAL BEAVER % D.B. 423 ^° N/F BEAVER / 0 PG. 252 � (9 D.B. 423 PG. 252 A, /oCry/ I \ZO o % o N/F BEAVER 28 D.B. 322 PG. 526 REB. FIND. HWY. MON. +� FIND. \ RT. 776 DETAIL "B" (NOT TO SCALE) 6. "O. LEE GRABBER, HIS HEIRS AND ASSIGNS AS SUCCESSORS IN TITLE TO THE SAID ADJACENT LAND, ARE GRANTED A PERPETUAL EASEMENT FOR USE OF THE WATER FROM THE EXISTING WELL ON TRACT 5-D AS WELL AS AN EASEMENT OF RIGHT-OF-WAY FOR INGRESS AND EGRESS FROM GRABBER'S LAND TO AND FROM THE SAID WELL FOR"... WATER LINE PURPOSES. DEED BOOK 544 PAGE 708. 7. THIS 30' WIDE PORTION OF W.R.A.A. PARCEL #11 WAS CONTAINED IN THE PARCEL ACCORDING TO DEED BOOK 183 PAGE 444, WHERE R. CLARK FLETCHER, A WIDOWER, CONVEYED THE PARCEL TO CHARLES ALT AND DAISY M. ALT BY DEED DATED 13 SEPTEMBER 1942. THIS SURVEYOR FOUND NO INFORMATION AMONG THE LAND RECORDS WHERE IT HAD BEEN CONVEYED AWAY FROM THE ORIGINAL PARCEL. 8. THIS 20' RIGHT-OF-WAY IS SHOWN ON PLAT OF SURVEY RECORDED WITH PARCELS "12A & 12B" RECORDED WITH DEED DATED 27 AUG. 1971 DEED BOOK 380AT PAGE. 588 DELTA AIRPORT CONSULTANTS, INC. \ 6455 ❑P 64 D -\\`---_ 1 _= \\ 6457B 1 I/ — 6 56655 \\ - — •i yp \ p�-A \ BRA / D A Z \ z \ 03, RA z RA \\\ RA \\\ RA \\\ RA it I \ \ \ 1 1 \ \ \ I OLD CORNER POST FND. SEE NOTE 7 Gab' _- 816.25' \. �__, X. - 11 \ 9567' 5g°07'46" m 0,\ T. \\ N I Ila D , �0 \\ r \ 0 I tn1 1 CO pn \ \ 1 1 P y \ \ al IN � cn 1 1 Z� 1 1 y N 58°48'42" W 1 1 r 30.00' 7-76 30 P R EE No E 4 DETAIL "C" (NOT TO SCALE) NOTE: PERIMETER SURVEY, DETAILS, TABLES AND NOTES TAKEN FROM PLAT OF WINCHESTER REGIONAL AIRPORT AS PREPARED BY: DOVE AND ASSOCIATES 3078 SHAWNEE DRIVE WINCHESTER, VIRGINIA 22601 DATED AUGUST 1992, AND REVISED OCTOBER 2, 1992 p,I,TH OF ll t 0 fir' AILy Lic. No. 061939 �0� Www SIONAL 0 Q d m 400 0 400 800 SCALE: 1"=400' FEET ZONING LEGEND RA -RURAL AREA RP - RESIDENTIAL PERFORMANCE DISTRICT R4 - RESIDENTIAL PLANNED COMMUNITY DISTRICT R5 - RESIDENTIAL RECREATIONAL COMMUNITY DISTRICT MH1 - MOBILE HOME COMMUNITY DISTRICT B1 - BUSINESS NEIGHBORHOOD DISTRICT B2 - BUSINESS GENERAL DISTRICT B3 - INDUSTRIAL TRANSITION DISTRICT M1 - LIGHT INDUSTRIAL DISTRICT M2 - INDUSTRIAL GENERAL DISTRICT EM - EXTRACTIVE MANUFACTURING DISTRICT HE - HIGHER EDUCATION DISTRICT MS - MEDICAL SUPPORT DISTRICT AP1 - AIRPORT DISTRICT FP - FLOODPLAIN DISTRICTS HA - HISTORIC OVERLAY ZONE IA - INTERSTATE OVERLAY DISTRICT CONSTRUCT NEW TERMINAL BUILDING SITE WORK DOAV NO. CS -0059-29 (DESIGN) DRAWN BY: MJH BOUNDARY & ZONING MAP DESIGNED BY: TJS/TLB Digitally signed by Tyler L Baileyl WINCHESTER REGIONAL AIRPORT Date: 2020.06.23 15:10:06-04'00' JOB NO. 17046 SHEET 2 OF SCALE: DATE: 40 NONE JUNE 2020 Uti 0 ❑ 0 Oo 0 0 400 0 400 800 SCALE: 1"=400' FEET ZONING LEGEND RA -RURAL AREA RP - RESIDENTIAL PERFORMANCE DISTRICT R4 - RESIDENTIAL PLANNED COMMUNITY DISTRICT R5 - RESIDENTIAL RECREATIONAL COMMUNITY DISTRICT MH1 - MOBILE HOME COMMUNITY DISTRICT B1 - BUSINESS NEIGHBORHOOD DISTRICT B2 - BUSINESS GENERAL DISTRICT B3 - INDUSTRIAL TRANSITION DISTRICT M1 - LIGHT INDUSTRIAL DISTRICT M2 - INDUSTRIAL GENERAL DISTRICT EM - EXTRACTIVE MANUFACTURING DISTRICT HE - HIGHER EDUCATION DISTRICT MS - MEDICAL SUPPORT DISTRICT AP1 - AIRPORT DISTRICT FP - FLOODPLAIN DISTRICTS HA - HISTORIC OVERLAY ZONE IA - INTERSTATE OVERLAY DISTRICT CONSTRUCT NEW TERMINAL BUILDING SITE WORK DOAV NO. CS -0059-29 (DESIGN) DRAWN BY: MJH BOUNDARY & ZONING MAP DESIGNED BY: TJS/TLB Digitally signed by Tyler L Baileyl WINCHESTER REGIONAL AIRPORT Date: 2020.06.23 15:10:06-04'00' JOB NO. 17046 SHEET 2 OF SCALE: DATE: 40 NONE JUNE 2020 J 0 J 6 rn 0 Z ry0 BENCHMARK SCHEDULE BM # NORTHING EASTING STATION OFFSET ELEV. DESCRIPTION OKV A 7098699.13 11585149.89 54+47.15 227.81' LT 698.63 PRIMARY AIRPORT CONTROL STATION (PACS) OKV B 7102561.11 11580684.59 -4+50.02 49.97' RT 727.25 SECONDARY AIRPORT CONTROL STATION (SACS) OKV C 7097143.50 11586528.51 75+18.15 50.29' LT 689.36 SECONDARY AIRPORT CONTROL STATION (SACS) 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 IN AFFECT AT TIME OF PUBLICATION; VERIFY COORDINATES WITH NGS PRIOR TO USE. N LEGEND AFENCE GATE NUMBER . ,BM -X BENCHMARK LOCATION EXISTING FENCE 0 ❑ EXISTING GLIDE SLOPE CRITICAL AREA O - - - - - EXISTING LOCALIZER CRITICAL AREA O RPZ 1 000' x 1750'x 2500' APPROXIMATE AIRPORT PROPERTY LINE Op 0 LOWER THAN 3/4 MILE ROFA EXISTING RUNWAY OBJECT FREE AREA POSSIBLE WETLANDS APPROACH VISIBILITY COVERS-TONF DF, .. (J.D. EXPIRED) w RPZ EXISTING RUNWAY PROTECTION ZONE LO J RSA EXISTING RUNWAY SAFETY AREA 0 U)? TOfA EXISTING TAXIWAY OBJECT FREE AREA ° 1 _ D 00 TSA EXISTING TAXIWAY SAFETY AREA 1 ` PROPOSED CONSTRUCTION POSSIBLE WETLANDS (J.D. EXPIRED) o° _ ` 0 ' I'I', WETLANDS >R, mdoo 0 RPZ 500'x 1010' x 1700' 1 s WETLANDS NOT LOWER THAN 1 MILE WINDCONE (J.D. # 2008-1979 ISSUED 7-21-08) APPROACH VISIBILITY ELECTRICAL d 11 —TOFA— — - — VAULT RPZ p� rsA WINDCONE GLIDE SLOPE CRITICAL AREA ROFA ROFA T o ROFA ROFA — — ROFA - — ROFA — ROFA — ROFA — ROFA T- -- --RB*A-- ROFA ROFA _---TOF,4 - ---J I I 1 RSA RSA RSA RSA RSA RSA RSA RSA RSA -RSA RSA ------------------------- --------------------� .400" •I LOCALIZER i EXTENDED 1 PAPII. ► ANTENNA RUNWAY SAFETY AREA 1 - 250 500' x 1000' 1 - OKV C 1 00 15+00 20+00 25+00 11 30+00 _ 35+00 40+00 45+00 50+00 55+00 60+00 65 0 A. STA 10+00 BASELINE "RW" RUNWAY 14-32 5498'x100' o OKV B i N = 7101598.22 TAXIWAY OBJECT LIZER_ STA 64+98, ELEV=701 L0009.96 E = 11581769.91 - - - - Q - - - - - - - - - - - - - - - j CRITICAL AREA 400" U FREE 131' (TYP) TARIEAA79S(TYP)Y 250' PAPI 300' E 11585754.52 RUNWAY SAFDETY AREA 5001x 1000 CLOSED �5A RSA-�TOFA�- =7,�TOFA--l�Q� - - --TOFA - - s- ---- ------TOFA— - -- RSA —RSA- ROAD Pz rrSS,qq N 4t - TOfA - TOFA - - �— - TO - - 7 FA ° A - To - TOF A TOFA— - — FA TSA - —TOFA— - — -. TOFA— TSA - —TO — - — - TOF NOTES ROF ROFA - A 0 ROFA RO — R FA — — ROFA —!� 4 r R I ROFA — a — — ROF R�♦ 915' TERMINAL J WINDCONE Oft 1. REFER TO "PHASING LAYOUT AND NOTES" FOR 1 ♦ 1 r• ® CONSTRUCTION PHASING. �\1� �,y KROAO � APRON FUEL FARM � � - ♦ ♦ t BUFF1 �.. 2. REFER TO "PHASING LAYOUT AND NOTES" FOR o 1 C? �D o n 00 , a sir i PAP � • 4 0 LOCATIONS OF CONTRACTORS STAGING AREA, • 2 - _ oo EMPLOYEE PARKING, AND HAUL ROUTES. 1 00 Op BASELINE "T" 00 0+ a 6 + - 9 • - o ' J-3( -. - _. ��� a` STATES UTE 645 _ _ r AIRPORT ROAD 0')� \ on ^ �� STATE ROUTE 645 n ROTATING BEACON �/ SJ II ° AIRPORT O 0 O all SFr.1IRITY (-,ATF CONSTRUCT NEW TERMINAL BUILDING SITE WORK 0 BORROW AREA 0 300 0 300 600 of \ \ \ \ \ I SCALE: 1"=300' FEET E CD PLTH of CONSTRUCT NEW TERMINAL BUILDING SITE WORK DOAV NO. JOB NO. Lr CS -0059-29 (DESIGN) 17046 3544 North Progress Avenue Suite 200 � g i DELTAT-O DRAWN BY: SHEET Harrisburg, Pennsylvania 17110 o AILS MJH Q DESIGNED S G Lic. No. 061939 GENERAL LAYOUT DE I BY: 3 OF phone: (717) 652-8700 # fax: (717) 652-8371 � 6/2�/�� TJS/TLB www.deItaairport.com CONSULTANTS, INC.SCALE:j- 1SIONAL Digitally signed by Tyler L Bailey WINCHESTER REGIONAL AIRPORT DATE: 4, O 1i NO. REVISIONS BY APP. DATE Date: 2020.06.2315:10:36-04'00' 1 - 300 JUNE 2020 J NO. PROJECT NOTES: GENERAL: 1. THE PROJECT NOTICE -TO -PROCEED WILL NOT BE ISSUED UNTIL ALL PROJECT FUNDING IS IN-PLACE AND THE CONSTRUCTION CONTRACT HAS BEEN 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 BY LOCAL, STATE, AND FEDERAL AGENCIES. THE PERMITS REQUIRED SHALL BE IDENTIFIED AND PROCURED BY THE CONTRACTOR PRIOR TO THE START 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. (NO SEPARATE PAY ITEM). 3. ANY LISTED MANUFACTURER'S EQUIPMENT SHALL MEAN THAT LISTED ITEM OR AN APPROVED EQUIVALENT 4. BORING LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. BORING INFORMATION WAS PROVIDED BY: TRIAD ENGINEERING 200 AVIATION DRIVE WINCHESTER, VIRGINIA 22602 (540) 667-9300 5. FIELD SURVEY INFORMATION WAS PROVIDED BY: GREENWAY ENGINEERING 151 WINDY HILL LANE WINCHESTER, VIRGINIA 22602 (540) 662-4185 6. THE OWNER RESERVES THE RIGHT TO CONTRACT AND PERFORM OTHER OR ADDITIONAL WORK ADJACENT TO AND WITHIN THE WORK AREA COVERED BY THIS CONTRACT. WHEN SEPARATE CONTRACTS ARE LET WITHIN THE LIMITS OF ANY ONE PROJECT, EACH CONTRACTOR SHALL CONDUCT THEIR WORK SO AS NOT TO INTERFERE WITH OR HINDER THE PROGRESS OR THE COMPLETION OF THE WORK BEING COMPLETED BY OTHER CONTRACTORS. THE CONTRACTORS WORKING ON THE SAME PROJECT SHALL COOPERATE WITH EACH OTHER AS ORDERED BY THE ENGINEER. ANY ADDITIONAL EFFORT OR WORK REQUIRED FOR SUCH COORDINATION WITH OTHER CONTRACTORS SHALL BE INCIDENTAL TO THE PROJECT AND NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE. REFERENCE IS DIRECTED TO SECTION 50-05 OF THE SPECIFICATIONS. IT IS NOT 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 HAS 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 ANY OTHER TEMPORARY FACILITY. 9. THIS PROJECT HAS BEEN ENVIRONMENTALLY APPROVED BY THE FAA UNDER A CATEGORICAL EXCLUSION DATED MARCH 31, 2017. 10. THERE ARE PROVISIONS IN THE CONTRACT DOCUMENTS FOR ADJUSTMENT IN CONTRACT TIME DUE TO UNUSUALLY ADVERSE WEATHER CONDITIONS. HOWEVER, THE CONTRACT TIME HAS BEEN ESTABLISHED BASED UPON THE RECEIPT OF NORMAL PRECIPITATION FOR THE PROJECT AREA. REFER TO "CONTRACT TIME EXTENSIONS" OF THE SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION. 11. IN ACCORDANCE WITH SECTION 50-06, THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION LAYOUT AND STAKING AND MUST FURNISH STAKES FOR THE LAYOUT AND CONSTRUCTION OF THE WORK AND PRESERVING ALL STAKES AND BENCHMARKS THROUGH THE DURATION OF THE PROJECT. 12. ALL BIDDERS MAY PERFORM ADDITIONAL GEOTECHNICAL INVESTIGATIONS. CONTRACTOR SHALL CONTACT AND COORDINATE WITH THE OWNER PRIOR TO MOBILIZING TO PERFORM ANY GEOTECHNICAL INVESTIGATIONS. SECURITY: 13. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL OF ITS EMPLOYEES AND SUBCONTRACTOR EMPLOYEES ONLY USE AUTHORIZED ACCESS POINT(S). EMPLOYEES SHALL VERIFY THAT THE ACCESS POINT(S) IS SECURE IMMEDIATELY AFTER USE. GATES THAT FAIL TO SECURE MUST BE IMMEDIATELY REPORTED TO THE ENGINEER OR OWNER. 14. THE CONTRACTOR SHALL ONLY USE THE HAUL ROUTE DESIGNATED BY THE ENGINEER. 15. THE CONTRACTOR SHALL ALWAYS MAINTAIN SEPARATION BETWEEN THE SECURE SIDE AND NON -SECURE SIDE OF THE AIRPORT. THE PERIMETER FENCE SHALL BE MAINTAINED ON A CONTINUOUS BASIS WITH ANY TEMPORARY OPENING BEING CONTINUOUSLY OBSERVED BY THE CONTRACTOR'S DESIGNATED EMPLOYEE. IF ORDERED BY THE ENGINEER OR OWNER, THE CONTRACTOR MAY BE REQUIRED TO PROVIDE GATE GUARDS. GATE GUARDS ARE INCIDENTAL TO THE COST OF THE PROJECT. ALL TEMPORARY OPENINGS AND CONSTRUCTION GATES SHALL BE SECURED AND LOCKED AT THE COMPLETION OF WORK EACH DAY. 16. ALL CONTRACTOR VEHICLES OPERATING INSIDE THE SECURITY FENCE SHALL BE CLEARLY LABELED WITH THE CONTRACTOR'S COMPANY NAME VISIBLE FROM 200 FEET. THE COMPANY NAME SHALL BE LABELED ON BOTH SIDES OF THE VEHICLE. OPERATIONS AND PHASING: 17. THE CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN, TEMPORARY SIGNAGE, MARKING, FLAGMEN, ETC. IN CONFORMANCE WITH THE PLANS AND LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE LAST EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL. ALL VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROADS SHALL BE KEPT OPEN TO ALL TRAFFIC WHILE WORK IS BEING COMPLETED. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FROM VDOT FOR WORK INSIDE THE RIGHT-OF-WAY. 18. A 25 FOOT MAXIMUM EQUIPMENT HEIGHT HAS BEEN COORDINATED WITH THE FAA FOR AIRSPACE CLEARANCE. THE CONTRACTOR SHALL SUBMIT AN UPDATED FAA FORM 7460 "NOTICE OF PROPOSED CONSTRUCTION" IF THE CONTRACTOR INTENDS TO USE ANY EQUIPMENT WITH A HEIGHT OVER 25 FEET. 19. THE CONTRACTOR SHALL MARK AND LIGHT AREAS UNDER CONSTRUCTION IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. AIRCRAFT AND PUBLIC SAFETY SHALL NOT BE COMPROMISED, AND PROPER SEPARATION SHALL BE MAINTAINED AT ALL TIMES. REFERENCE IS DIRECTED TO SECTION 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 AND 3'X 3' ORANGE AND WHITE CHECKER FLAGS. 20. ALL CONTRACTOR PERSONNEL SHALL ARRIVE AT THE PROJECT IN COMPANY VEHICLES. ONLY AUTHORIZED VEHICLES WILL BE ALLOWED INSIDE THE SECURITY FENCE. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL POSITION ALL EQUIPMENT, TOOLS, MATERIAL, ETC. IN THE APPROVED CONTRACTOR'S STAGING AREA UNLESS OTHERWISE REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. 21. THE CONTRACTOR SHALL BE REQUIRED TO RELOCATE THE BARRICADES DURING THE PROJECT. MULTIPLE RELOCATION OF THE BARRICADES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. THE LOCATION OF THE BARRICADES, AS SHOWN ON THE PLANS, REPRESENTS THE MOST TYPICAL LOCATION. 22. PRIOR TO ENTERING ANY AIR OPERATIONS AREA (AOA) OR SAFETY AREA (AS SHOWN ON THE PLANS AND IDENTIFIED IN THE SPECIFICATIONS), THE CONTRACTOR SHALL COORDINATE WITH THE OWNER, ENGINEER, OR OFFICIAL DESIGNATED REPRESENTATIVE. TWO-WAY AVIATION BAND RADIO COMMUNICATIONS SHALL BE REQUIRED AT ALL TIMES. NO EQUIPMENT OR PERSONNEL SHALL ENTER AN OPEN RUNWAY OR TAXIWAY SAFETY AREA UNLESS PROPERLY COORDINATED. THE USE OF TRAINED FLAGMEN AND TWO-WAY AVIATION BAND RADIOS SHALL BE REQUIRED IN THESE AREAS. THE CONTRACTOR SHALL HAVE A TWO-WAY AVIATION BAND RADIO AT THE JOBSITE AT ALL TIMES WORK IS IN PROGRESS. THE CONTRACTOR SHALL MONITOR THE COMMON TRAFFIC ADVISORY FREQUENCY (122.7 MHZ) AT ALL TIMES. REVISIONS BY I APP. I DATE HAUL ROUTE: 23. THE CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES AT ALL LOCATIONS WHERE HAUL ROUTES CROSS PAVEMENT. SEE THE EROSION AND SEDIMENT CONTROL SHEET FOR DETAILS AND GENERAL PROJECT LAYOUT SHEET FOR ANTICIPATED LOCATIONS. THE CONTRACTOR SHALL MAINTAIN THESE TEMPORARY CONSTRUCTION ENTRANCES SUCH THAT MUD AND DEBRIS ARE NOT TRACKED ONTO OPEN AREAS OF THE AIRCRAFT APRON OR VEHICLE ROADWAYS. 24. THE CONTRACTOR SHALL LINE THE HAUL ROUTE, ON THE DOWN SLOPE SIDE WITH SILT FENCE. THE CONTRACTOR SHALL MAINTAIN THE FENCE DURING CONSTRUCTION AND MAKE IMMEDIATE REPAIRS TO ALL DAMAGED FENCE. 25. ALL CONTRACTOR AND SUBCONTRACTOR PERSONNEL AND EQUIPMENT SHALL USE ONLY THE DESIGNATED HAUL ROUTES FOR INGRESS AND EGRESS TO THE CONSTRUCTION AREA AND FOR HAULING MATERIALS TO THE APPROVED WASTE AREA (AS APPLICABLE). 26. NO CONTRACTOR TRAFFIC SHALL USE ANY AIRFIELD PAVEMENT NOT ON THE HAUL ROUTE OR WITHIN THE ACTIVE PROJECT AREA. 27. ANY CONSTRUCTION OR MAINTENANCE NECESSARY, INCLUDING ASSOCIATED LABOR AND MATERIALS, TO PRESERVE THE HAUL ROUTE FOR THE CONTRACTOR'S USE SHALL BE CONSIDERED INCIDENTAL PROJECT COSTS AND SHALL NOT BE A SEPARATE PAY ITEM. 28. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL REPAIR ANY PAVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS. NO SEPARATE PAYMENT WILL BE MADE FOR PAVEMENT REPAIR NECESSARY DUE TO CONTRACTOR'S HAULING OPERATIONS. 29. THE CONTRACTOR'S ATTENTION IS ALSO DIRECTED TO THE PHASING LAYOUTS AND GENERAL LAYOUT FOR ADDITIONAL INFORMATION. CONSTRUCTION: 30. THE CONTRACTOR SHALL LOCATE AND PROTECT EXISTING UTILITIES AND FACILITIES (I.E., AIRPORT LIGHTING, NAVAIDS, ETC.) FROM DAMAGE BY EQUIPMENT OR PERSONNEL. THE CONTRACTOR SHALL CONTACT ALL UTILITY AND FACILITY AGENCIES FOR FIELD MARKING PRIOR TO BEGINNING CONSTRUCTION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND 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 REPAIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL HAND DIG WHEN WITHIN THREE (3) FEET OF ANY KNOWN OR SUSPECTED UNDERGROUND UTILITY. 31. THE CONTRACTOR SHALL FIELD STAKE ALL FIXTURES AND GEOMETRICS PRIOR TO INSTALLATION. ANY DISCREPANCIES IN THE ALIGNMENT LOCATION SHALL BE RESOLVED WITH THE ENGINEER PRIOR TO INSTALLATION. 32. ALL DISTURBED AREAS, INCLUDING THE CONTRACTORS STAGING AREA, HAUL ROUTES, GRADING LIMITS, ETC. SHALL BE RESTORED TO A SMOOTH LINE AND GRADE WITH POSITIVE DRAINAGE. THE CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS. THERE WILL BE NO MEASUREMENT FOR PAYMENT OF SEEDING AND MULCHING REQUIRED OUTSIDE THE GRADING LIMITS, APPROVED STOCKPILE LIMITS, OR APPROVED HAUL LIMITS. 33. ALL BROKEN CONCRETE, ASPHALT, ETC. SHALL BE DISPOSED OF OFFSITE BY THE CONTRACTOR IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL GUIDELINES. 34. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE FOR THE COMPLETE DURATION OF THE PROJECT. THE DRAINAGE SHALL BE OF EQUAL OR GREATER CAPACITY OF THE EXISTING DRAINAGE CONVEYANCES. THIS MAY REQUIRE TEMPORARY DITCHES, STRUCTURES OR PIPES, WHICH SHALL BE INCIDENTAL TO THE PROJECT. 35. THE CONTRACTOR IS ADVISED THAT AIRCRAFT OPERATIONS ARE CONDUCTED ADJACENT TO THE PROJECT. SPECIAL ATTENTION TO DUST CONTROL WILL BE REQUIRED DURING THE DURATION OF THE PROJECT. THE USE OF WATER OR A DUST REDUCING AGENT SHALL BE ANTICIPATED. THE ENGINEER RESERVES THE RIGHT TO HALT WORK OR HAULING IN NON -CONFORMING AREAS, IF DUST CONTROL ACTIONS ARE NOT PROMPTLY TAKEN BY THE CONTRACTOR. 36. NO DEBRIS OF ANY NATURE SHALL BE 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 DURING CONSTRUCTION, THE CLEANUP OF THE AREAS OUTSIDE THE BARRIERS SHALL OCCUR IMMEDIATELY. IN ADDITION, NO LOOSE MATERIALS THAT COULD BLOW INTO AIRCRAFT OPERATIONS AREAS SHALL BE ALLOWED IN THE CONSTRUCTION AREA. 37. TOPSOIL SHALL BE STOCKPILED ONLY AS REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. THE STOCKPILE SHALL BE GRADED TO PROVIDE ADEQUATE DRAINAGE AND PROTECTED BY SILT FENCE OR OTHER SEDIMENT TRAPPING DEVICE AS ORDERED BY THE ENGINEER. THE STOCKPILE SHALL BE REMOVED AND THE AREA RESTORED TO A SMOOTH LINE AND GRADED, SEEDED, AND MULCHED. SILT FENCE, SEEDING, AND MULCHING ARE PAY ITEMS. 38. TOPSOIL SHALL BE STRIPPED FROM BOTH CUT AND FILL AREAS, SALVAGED, STOCKPILED, AND THEN REDISTRIBUTED IN ALL UNPAVED AREAS (BOTH CUT AND FILL) UPON COMPLETION OF GRADING. THERE WILL BE NO SEPARATE MEASUREMENT OR PAYMENT FOR HANDLING AND PLACEMENT OF TOPSOIL REGARDLESS OF THE NUMBER OF TIMES THE CONTRACTOR IS REQUIRED TO MOVE THE MATERIAL. THE CONTRACTOR 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 R -303-1.10F THE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 39. TOPSOIL WILL NOT BE MEASURED AS A SEPARATE PAY ITEM. REFERENCE IS DIRECTED TO THE SPECIFICATIONS. OVER EXCAVATION FOR RE -DISTRIBUTION OF TOPSOIL WILL NOT BE MEASURED FOR PAYMENT AND WILL BE CONSIDERED INCIDENTAL TO THE PROJECT. TOPSOIL STRIPPING TO A DEPTH OF UP TO SIX (6) INCHES IN THE PROPOSED EMBANKMENT AREAS WILL NOT BE MEASURED FOR PAYMENT. ANY STRIPPING BELOW SIX (6) INCHES IN EMBANKMENT AREAS WILL BE MEASURED AS MUCK EXCAVATION. 40. CONTRACTORS SHALL EXAMINE THE SITE TO VERIFY FIELD CONDITIONS BEFORE SUBMITTING BIDS. NO ADDITIONAL COMPENSATION WILL BE MADE FOR ADVERSE FIELD CONDITIONS SUCH AS EXCAVATION AND/OR TRENCHING THROUGH ROCK. 41. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A "GOOD STAND OF GRASS WITH REGARD TO COLOR AND DENSITY". NO ADDITIONAL COMPENSATION WILL BE MADE FOR OVERSEEDING AREAS THAT YIELD A SPARSE COVER FROM THE INITIAL SEEDING. 42. THE CONTRACTOR IS RESPONSIBLE FOR MOWING OF GRASS WITHIN THE PROJECT AREAS UNTIL SUBSTANTIAL COMPLETION AND ALL OBSTACLES TO MOWING ARE REMOVED. GRASS MUST BE MAINTAINED BETWEEN 7 TO 14 INCHES IN HEIGHT (NO SEPARATE PAY ITEM). THE CONTRACTOR SHALL MOW GRASS AT LEAST ONCE DURING THE PROJECT. 43. IF THE TYPE OF MATERIAL PRECLUDES TESTING IN ACCORDANCE WITH THE RESPECTIVE SPECIFICATION, THE ENGINEER MAY UTILIZE PROOF ROLLING IN ACCORDANCE WITH ITEM R-303 OF THE SPECIFICATIONS TO IDENTIFY AREAS NEEDING REPAIRS. ANY AREAS THAT RUT OR PUMP SHALL BE REPAIRED. EVEN IF TEST RESULTS HAVE BEEN OBTAINED THAT SHOW DENSITY HAS BEEN ACHIEVED, THE ENGINEER MAY ELECT TO TEST ANY COMPACTED AREA UTILIZING PROOF ROLLING AND ANY AREAS THAT RUT OR PUMP ALSO SHALL BE REPAIRED. 3544 North Progress Avenue, Suite 200 Harrisburg, Pennsylvania 17110 phone: (717) 652-8700 # fax: (717) 652-8371 www.deItaairport.com 44. THE OWNER WILL PROVIDE THE PERSONNEL TO COMPLETE THE REQUIRED ACCEPTANCE TESTING. HOWEVER, THE CONTRACTOR WILL BE RESPONSIBLE FOR HIS OWN QUALITY CONTROL TESTING. ACCEPTANCE TESTING WILL NOT BE PERFORMED AS A QUALITY CHECK FOR THE 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. 45. MUCK AND UNSUITABLE MATERIAL ARE DEFINED IN ITEM R-303 OF THE SPECIFICATIONS, RESPECTIVELY, AND ARE MATERIALS 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 A MATERIAL AS MUCK OR UNSUITABLE. THE CONTRACTOR IS EXPECTED TO AERATE AND DRY THE MATERIAL, AS NECESSARY, TO REACH OPTIMUM MOISTURE CONTENTS. 46. NO ADDITIONAL PAYMENT WILL BE MADE TO THE CONTRACTOR FOR HANDLING AND DRYING OF SATURATED MATERIAL, WHETHER HIS ATTEMPTS ARE SUCCESSFUL OR UNSUCCESSFUL. THE CONTRACTOR MAY, AT HIS OPTION AND HIS OWN COST, REPLACE, SUPPLEMENT, OR TREAT THE SATURATED MATERIAL TO IMPROVE WORKABILITY. SUPPLEMENTS OR TREATMENTS MAY INCLUDE MIXING WITH A DIFFERENT SOIL MATERIAL OR TREATING WITH LIME OR CEMENT. 47. AS OUTLINED IN SPECIFICATION ITEM R-303, THE UNIT PRICE FOR MUCK EXCAVATION INCLUDES BACKFILL WITH A SUITABLE MATERIAL. UNSUITABLE/MUCK MATERIAL THAT IS ENCOUNTERED ABOVE FINAL GRADE SHALL BE CLASSIFIED AS UNCLASSIFIED EXCAVATION AND SHALL NOT BE MEASURED AS MUCK. 48. THE EXCAVATION QUANTITY INCLUDES THE VOLUME OF PAVEMENT REMOVAL IN CUT AREAS ONLY. DRAINAGE: 49. THE CONTRACTOR SHALL PROVIDE O-RING JOINTS OR OFFSET JOINTS WITH PROFILE GASKETS FOR ALL REINFORCED CONCRETE PIPE INSTALLED UNDER THIS PROJECT. THE CONTRACTOR SHALL INSTALL STANDARD STEPS IN ALL MANHOLES AND DROP INLETS. THE CONTRACTOR SHALL INSTALL INLET SHAPING IN ALL DRAINAGE AND SEWAGE MANHOLES AND DROP INLETS. NO SEPARATE MEASUREMENT WILL BE MADE FOR THE ABOVE REFERENCED ITEMS. 50. ALL MANHOLE AND DROP INLET LOCATIONS AND TOP ELEVATIONS ARE GIVEN TO THE CENTER OF THE STRUCTURE UNLESS OTHERWISE NOTED. CURB DROP INLETS SHALL BE ALIGNED TO MATCH CURB ALIGNMENT AND GRADE. SPOT ELEVATIONS ARE GIVEN FOR CURB OR CURB AND GUTTER AT THE TOP OF CURB UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL FIELD VERIFY THE INVERTS OF ALL CONNECTIONS TO EXISTING PIPES PRIOR TO FABRICATION OF PROPOSED STRUCTURES. 51. LENGTHS OF DRAINAGE PIPES ON THE PLANS ARE GIVEN FROM CENTER OF MANHOLE TO CENTER OF MANHOLE OR FROM OUTSIDE EDGE OF ENDWALL TO OUTSIDE EDGE OF ENDWALL. PIPE WILL BE MEASURED FROM THE INTERIOR FACE OF THE DOWNSTREAM STRUCTURE TO THE INTERIOR FACE OF THE UPSTREAM STRUCTURE IN ACCORDANCE WITH SECTION 90. 52. THE CONTRACTOR SHALL FIELD VERIFY EXISTING LOCATION, SIZE, INVERT AND TOP ELEVATION FOR EACH EXISTING PIPE AND/OR STRUCTURE WHICH IS BEING TIED -INTO WITH PROPOSED PIPE(S) AND/OR STRUCTURE. VERIFICATIONS SHALL BE COMPLETED AND SUBMITTED IN WRITING TO THE ENGINEER PRIOR TO STRUCTURE FABRICATION AND/OR DRAINAGE PIPE INSTALLATION (NO SEPARATE PAY ITEM). 53. WELLPOINTING AND/OR OTHER DEWATERING METHODS REQUIRED FOR THE INSTALLATION OF MANHOLES, DROP INLETS, ETC. SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. 54. THE CONTRACTOR SHALL CLEAN THE STORM SEWER SYSTEM OF ALL SEDIMENT UPON STABILIZATION OF THE UPSTREAM AREAS (NO SEPARATE PAY ITEM). PAVING: 55. LONGITUDINAL JOINTS WHICH ARE IRREGULAR, DAMAGED, UNCOMPACTED, OR OTHERWISE DEFECTED, OR WHICH HAVE BEEN LEFT EXPOSED FOR MORE THAN 4 HOURS, OR WHOSE SURFACE TEMPERATURE HAS COOLED TO LESS THAN 175 DEGREES SHALL BE CUTBACK NO MORE THAN 3-6 INCHES TO EXPOSE A CLEAN, SOUND SURFACE FOR THE FULL DEPTH OF THE COURSE. REFERENCE IS DIRECTED TO ITEM R-315 OF THE SPECIFICATIONS. 56. THE CONTRACTOR SHALL CONTINUALLY MONITOR THE JOINT BETWEEN PAVING LANES TO ENSURE A GOOD JOINT WITH REGARD TO GRADE, SMOOTHNESS, APPEARANCE, AND DENSITY. 57. IN ORDER TO REMOVE ANY SMALL IRREGULARITIES, THE CONTRACTOR WILL BE REQUIRED TO PROVIDE AND USE A 24 -FOOT SKI OR FIXED STRING LINE. A SHORT SHOE MAY ONLY BE USED WHEN MATCHING THE EDGE OF AN ADJACENT LIFT. 58. 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 PROPOSED LAYDOWN/PAVING PLAN. 59. THE CONTRACTOR SHALL PROVIDE A LIGHT WEIGHT STRAIGHT EDGE. THE STRAIGHT EDGE SHALL HAVE A HANDLE WITH A TWO (2) FOOT HEIGHT. THE CONTRACTOR SHALL PROVIDE AN EMPLOYEE TO ASSIST THE RESIDENT PROJECT REPRESENTATIVE IN CONDUCTING THE STRAIGHT EDGE TEST (NO SEPARATE PAY ITEM). 60. THE CONTRACTOR SHALL PROVIDE A FINISHED PAVEMENT SURFACE FREE OF PONDING WATER. ALL AREAS OF PONDING WATER SHALL BE REPAIRED AS ORDERED BY THE ENGINEER AT NO ADDITIONAL COST TO THE OWNER. DEMOLITION NOTES: 61. ALL ITEMS SHOWN AND LABELED TO BE REMOVED ON THIS PLAN SHALL BE REMOVED UNDER ITEM R-508 "DEMOLITION OF PAVEMENT" AND ITEM P-150 "DEMOLITION", UNLESS OTHERWISE NOTED. 62. FULL DEPTH PAVEMENT REMOVAL WILL BE PAID FOR BASED UPON THE ACTUAL SQUARE YARDS REMOVED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. THERE WILL NOT BE A DIFFERENTIATION BETWEEN CONCRETE AND ASPHALT PAVEMENT REMOVAL. 63. PAYMENT FOR THE DEMOLITION OF ELECTRICAL ITEMS SHALL BE MADE UNDER ITEM P-150 "DEMOLITION". 64. OTHER MINOR ITEMS (I.E. STRUCTURES, CONCRETE PADS, ETC.) THAT MAY BE ENCOUNTERED SHALL BE REMOVED AND CONSIDERED INCIDENTAL TO THE PROJECT. 65. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY DRAINAGE DURING DEMOLITION AND CONSTRUCTION OPERATIONS FOR THE DURATION OF THE PROJECT. TEMPORARY DRAINAGE PROVISIONS SHALL HAVE SAME OR HIGHER CAPACITY THAN THAT OF EXISTING DRAINAGE SYSTEM. 66. ANY INTERRUPTION TO SERVICE TO ACTIVE LIGHTING CIRCUITS SHALL BE IMMEDIATELY REPAIRED BY THE CONTRACTOR. ANY DAMAGE TO EXISTING AIRPORT CIRCUITS CAUSED BY THE CONTRACTOR'S EQUIPMENT OR PERSONNEL SHALL BE PROMPTLY REPAIRED AT THE CONTRACTOR'S EXPENSE. THE USE OF TEMPORARY CABLES SHALL BE ANTICIPATED IN ORDER TO ACCOMMODATE CONSTRUCTION PHASING (NO SEPARATE PAY ITEM). 67. RESIDUAL MATERIALS FROM THE DEMOLITION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM AIRPORT PROPERTY UNLESS OTHERWISE NOTED. ALL DISPOSALS SHALL BE COMPLETED BY THE CONTRACTOR IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS. 68. ALL PAVEMENT TO BE REMOVED SHALL BE NEATLY SAWCUT. CONCRETE PAVEMENT REMOVAL WILL REQUIRE DOUBLE SAWCUTS, WITH ONE SAWCUT 12 INCHES FROM THE JOINT AND A SECOND SAWCUT AT THE JOINT OR PAVEMENT REMOVAL LIMIT (NO SEPARATE PAY ITEM). 69. THE CONTRACTOR SHALL LAYOUT THE LIMITS OF PAVEMENT REMOVAL IN THE FIELD PRIOR TO BEGINNING WORK. 70. PIPE REMOVAL AGAINST PAVEMENT EDGES SHALL BE COMPLETED IN A MANNER WHICH WILL NOT DAMAGE THE EXISTING PAVEMENT TO REMAIN. PIPE SHALL BE REMOVED TO WITHIN AT LEAST FIVE (5) FEET OF THE EDGE OF PAVEMENT. EXTRA LENGTHS OF PIPE REMAINING UNDER EXISTING PAVEMENT SHALL BE FLOW FILLED (NO SEPARATE PAY ITEM). 71. THE LOCATION OF EXISTING DUCTS SHOWN ON PLANS IS APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR. 72. THE CONTRACTOR SHALL DEMOLISH THE EXISTING TERMINAL BUILDING AND FOUNDATION, INCLUDING ALL INTERIOR, EXTERIOR, STRUCTURAL, MECHANICAL/HVAC, PLUMBING, AND ELECTRICAL SYSTEMS, COMPLETE. ALL WORK SHALL BE PAID UNDER ITEM R-516 "DEMOLITION OF EXISTING TERMINAL BUILDING". 73. EXCAVATION FOR BACKFILL FOR THE EXISTING TERMINAL BUILDING IN ACCORDANCE WITH THE SPECIFICATIONS SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THIS WORK AND PAID FOR UNDER ITEM R-516 "DEMOLITION OF EXISTING TERMINAL BUILDING". Tx of G CONSTRUCT NEW TERMINAL BUILDING SITE WORK DELTA IRPORT O Lic.No. 061193`19Y� PROJECT NOTES CONSULTANTS, INC. ZONAL ti Digitally signed by Tyler LBailey WINCHESTER REGIONAL AIRPORT Date: 2020.06.23 15:11:52-04' 00' DOAV NO. JOB NO. CS -0059-29 (DESIGN) 17046 DRAWN BY: SHEET 4 DESIGNED BY: MJH TJS/TLB I OF SCALE: DATE: NONE JUNE 2020 HC Ir O L. � FIN CSA Is m 0 ®.,,. ®.,® PHASE 1 _. 4 INSTALL PORTABLE CONCRETE BARRIERS FOR TEMPORARY PEDESTRIAN ACCESS TO EXISTING TERMINAL i /I r__T__ 1 17- 1 1 N 1= �/ GENERAL A AVIATION TERMINAL BUILDING FF= 720.25' TEMPORARY ADA SPACES AND SIGNS. 9'x 24' WITH 5' WIDE AISLE. (TYP OF 3) STA 32+75±; 119'± LT 7 STA 33+47±, 119'± LT -- --_---.- ••• T T T r l-� �� �- I- -I n �1 � I I I I I I I I I I I I I ii D i �xir FUTURE TERMINAL BUILDING ��----,(BYOTHER�----\� i� CEP TEMPORARY PEDESTRIAN ACCESS (TYP) PHASE 2 Lai SHEET INDEX LEGEND b� OWORK AREA/PHASE LABEL CEP CONTRACTOR EMPLOYEE PARKING CSA CONTRACTOR STAGING AREA • TRAFFIC CONE �- PROPOSED ADA SIGN WORK AREA "B" HAUL ROUTE (ONE-WAY TRAFFIC) WORK AREA "C" HAUL ROUTE (ONE-WAY TRAFFIC) �► �► HAUL ROUTE (TWO-WAY TRAFFIC) EXISTING SLIDING GATE Al FENCE GATE NUMBER EXISTING FENCE EXISTING AIRPORT PROPERTY LINE PROPOSED CONSTRUCTION PHASING NOTES PHASE 1: PHASE 2A: PHASE 2B: GENERAL THIS PHASE INCLUDES ALL WORK IN AREAS 'A', 'B', AND 'C' NECESSARY TO CONSTRUCT THE THIS PHASE INCLUDES ALL WORK IN AREA'D' NECESSARY TO BEGIN CONSTRUCTION OF THE THIS PHASE INCLUDES ALL WORK IN AREAS 'D', 'E', AND 'F' NECESSARY TO COMPLETE NEW TERMINAL PARKING LOT AND REHABILITATE THE EXISTING AIRPORT ACCESS ROADS. NEW TERMINAL BUILDING (BY OTHERS). CONSTRUCTION OF THE NEW TERMINAL ACCESS ROADS AND PARKING LOTS AND DEMOLITION 1. THE INTENT OF THIS PHASING PLAN IS TO MINIMIZE THE IMPACT OF CONSTRUCTION ON THE OF THE EXISTING TERMINAL BUILDING. OPERATIONS OF THE AIRPORT. ALL REQUIREMENTS CONTAINED IN THE CONTRACT SEQUENCE OF WORK: SEQUENCE OF WORK: DOCUMENTS SHALL BE STRICTLY ENFORCED. SEQUENCE OF WORK: 1. INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES 1. INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES 2. THE CONTRACTOR SHALL SUBMIT A DETAILED SCHEDULE TO THE ENGINEER PRIOR TO THE 2. PREPARATION OF BORROW AREA 2. INSTALLATION AND DEMARCATION OF TEMPORARY PEDESTRIAN ACCESS BETWEEN NEW 1. INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENT CONTROL MEASURES PRE -CONSTRUCTION CONFERENCE. THE SCHEDULE SHALL CLEARLY DELINEATE THE 3. HAULING AND EMBANKMENT PARKING LOT AND EXISTING TERMINAL BUILDING 2. DEMOLITION, EMBANKMENT, AND INSTALLATION OF STORM DRAINAGE, UTILITIES AND PROPOSED WORK AREAS AND THE NUMBER OF WORK DAYS ANTICIPATED FOR EACH WORK 4. INSTALLATION OF STORM DRAINAGE, UTILITIES AND INFRASTRUCTURE IN WORK AREA 'A, 3. MARKING OF TEMPORARY ADA SPACES IN FRONT OF EXISTING TERMINAL BUILDING INFRASTRUCTURE IN WORK AREA'D' AREA. 5. COMPLETION OF "WEST TEMPORARY AIRPORT ACCESS" MARKING PLAN 4. DEMOLITION OF EXISTING PARKING LOT AS NEEDED FOR CONSTRUCTION 3. OPENING OF NEW AIRPORT ACCESS ROAD 6. DEMOLITION, EMBANKMENT, AND INSTALLATION OF INFRASTRUCTURE IN WORK AREA W 5. DIVERSION OF EXISTING STORM SEWER AND INSTALLATION OF PROPOSED STORM SEWER 4. DEMOLITION AND PAVING IN WORK AREAE' 3. THE PHASING PRESENTED IS PROVIDED AS A BASIS FOR SEQUENCING CONSTRUCTION IN 7. PAVING IN WORK AREAS 'A' AND 'B' 6. EMBANKMENT 4. DEMOLITION AND PAVING IN WORK AREA 'F' SUCH A WAY AS TO LIMIT IMPACTS TO THE AIRPORT AND ITS USERS. THE CONTRACTOR MAY 8. REMOVAL OF "WEST TEMPORARY AIRPORT ACCESS" MARKINGS, RESTORATION OF 7. CONSTRUCTION OF NEW TERMINAL BUILDING (BY OTHERS) 5. REMOVAL OF SEDIMENT CONTROL MEASURES PROPOSE ALTERNATE PHASING TO THE ENGINEER FOR APPROVAL. MARKINGS ON ROUTE 645 TO PRE -CONSTRUCTION CONDITION, AND COMPLETION OF "EAST 6. COMPLETION OF TOPSOILING, SEEDING, AND MULCHING TEMPORARY AIRPORT ACCESS" MARKING PLAN 9. COMPLETION OF EMBANKMENT AND PAVING IN WORK AREA'C' NOTES AND LIMITATIONS: CONSTRUCTION AREA 10. PLACEMENT OF NEW PARKING LOT MARKINGS AND REMOVAL OF TEMPORARY MARKINGS NOTES AND LIMITATIONS: 11. REMOVAL OF SEDIMENT CONTROL MEASURES PHASE 2A WORK SHALL BE COMPLETE PRIOR TO BEGINNING PHASE 2B 4. MATERIALS SHALL BE APPROVED AND ON-SITE PRIOR TO BEGINNING CONSTRUCTION. 12. COMPLETION OF TOPSOILING, SEEDING, AND MULCHING THE NEW TERMINAL PARKING LOT SHALL BE AVAILABLE FOR PUBLIC USE PRIOR TO THE a THE NEW TERMINAL AND ASSOCIATED FACILITIES SHALL BE COMPLETED AND FUNCTIONAL DEMOLITION OF THE EXISTING PARKING LOT PRIOR TO THE DECOMMISSIONING AND DEMOLITION OF THE EXISTING TERMINAL TO ALLOW 5. THE CONTRACTOR'S MEN AND EQUIPMENT SHALL REMAIN WITHIN THE DESIGNATED NOTES AND LIMITATIONS: 0 A CLEARLY MARKED PEDESTRIAN ACCESS ROUTE SHALL BE MAINTAINED BETWEEN THE FOR INSPECTIONS, ACCEPTANCE, AND RELOCATION OF AIRPORT FACILITIES. PROJECT AREA LIMITS AND HAUL ROUTES AT ALL TIMES DURING CONSTRUCTION. NEW PARKING LOT AND THE EXISTING TERMINAL BUILDING AT ALL TIMES. CONSTRUCTION 0 THE NEW AIRPORT ACCESS ROAD SHALL BE COMPLETED, ACCEPTED, AND AVAILABLE TO • THRU TRAFFIC ON AIRFIELD DRIVE SHALL BE MAINTAINED AT ALL TIMES DURING WORK TRAFFIC SHALL YIELD TO PEDESTRIANS AT ALL ROADWAY CROSSINGS AT ALL TIMES. TRAFFIC PRIOR TO BEGINNING DEMOLITION OF THE EXISTING AIRPORT ACCESS ROAD. 6. EXISTING AIRPORT PERIMETER FENCE INTEGRITY TO BE MAINTAINED AT ALL TIMES. AREA W. a ONE (1) 12' LANE OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES FOR AIRPORT TRAFFIC • WORK AREA'E' AND THE NORTHWESTERN APRON ACCESS DRIVE SHALL BE COMPLETE EXISTING FENCE AND GATES TO REMAIN IN PLACE AND OPERATIONAL UNTIL PROPOSED a COORDINATE WITH ENGINEER AND OWNER ONE (1) WEEK IN ADVANCE OF TEMPORARY DURING CONSTRUCTION THROUGH THE NEW PARKING LOT AND TO THE EXISTING TERMINAL BEFORE BEGINNING DEMOLITION IN WORK AREA'F'. THE SOUTHEASTERN ACCESS ROAD FENCE AND GATES ARE INSTALLED. ROAD CLOSURES. . UTILITIES SHALL BE MAINTAINED TO EXISTING TERMINAL AT ALL TIMES DURING SHALL REMAIN AVAILABLE TO TRAFFIC DURING THIS TIME. • AS NECESSARY, SINGLE LANE CLOSURES SHALL BE CONDUCTED IN ACCORDANCE WITH ALL CONSTRUCTION. ANY REQUIRED SHUTDOWN SHALL BE COORDINATED IN ADVANCE WITH a THE INTEGRITY AND OPERATION OF THE EXISTING PERIMETER FENCE AND GATES SHALL BE 7. WHILE WORK IS IN PROGRESS IN BOTH PHASES, THE CONTRACTOR SHALL PROVIDE A COUNTY AND VDOT TRAFFIC MANAGEMENT PRACTICES. PROPER TRAFFIC CONTROL THE ENGINEER AND OWNER. OUTSIDE OF OWNER APPROVED TEMPORARY SHUTDOWNS, MAINTAINED UNTIL THE NEW FENCE AND ACCESS GATES ARE INSTALLED AND MEANS OF INGRESS AND EGRESS FOR VEHICLES TO ACCESS THE EXISTING TERMINAL AND DEVICES SHALL BE PROVIDED AND UTILIZED IN ACCORDANCE WITH THE MANUAL ON THE EXISTING TERMINAL SHALL REMAIN OPERATIONAL THROUGHOUT PHASES 1 AND 2A OF OPERATIONAL. TEMPORARY FENCE MAY BE ANTICIPATED. SEE "PROJECT NOTES" AND APRON. UNIFORM TRAFFIC CONTROL DEVICES. THE COST OF TRAFFIC CONTROL SHALL BE CONSTRUCTION. "FENCING DETAILS" SHEETS. INCIDENTAL TO SP -XX "TRAFFIC MANAGEMENT PLAN". 8. THE CONTRACTOR IS PROHIBITED FROM ENTERING ANY AIR OPERATIONS AREA NOT 0 AREAS DISTURBED DURING PHASE 1 DURING SHALL BE GRADED TO DRAIN AND STABILIZED IMMEDIATELY ADJACENT TO THE PROJECT SITE AND THEN IS ONLY PERMITTED TO ENTER PRIOR TO COMPLETION OF CONSTRUCTION. THE OPERATIONS AREA FOR THE EXPRESS NEED TO "TIE -INTO" EXISTING PAVEMENTS, a UTILITIES SHALL BE MAINTAINED TO EXISTING TERMINAL AT ALL TIMES DURING ELECTRICAL CIRCUITS, ETC. CONSTRUCTION. ANY REQUIRED SHUTDOWN SHALL BE COORDINATED IN ADVANCE WITH THE ENGINEER AND OWNER. OUTSIDE OF OWNER APPROVED TEMPORARY SHUTDOWNS, THE EXISTING TERMINAL SHALL REMAIN OPERATIONAL THROUGHOUT PHASES 1 AND 2A OF CONSTRUCTION. • PAVING ON THE AIRPORT ACCESS ROAD SHALL BE COMPLETED SUCH THAT AT LEAST ONE 12' DRIVE LANE REMAINS OPEN TO AIRPORT TRAFFIC AT ALL TIMES. • AIRPORT ACCESS ROAD SHALL BE RESTORED TO ONE-WAY TRAFFIC AT THE COMPLETION ii OF WORK IN WORK AREAS "B" AND "C". L 40 0 40 80 SCALE: 1"=40' FEET 0 n E 0 ALTx of CONSTRUCT NEW TERMINAL BUILDING SITE WORK DOAV NO. JOB NO. �� Lf CS -0059-29 (DESIGN) 17046 3544 North Progress Avenue Suite 200 3 g i ,DELTAIRPORTti�`� DRAWN BY: SHEET Ix Harrisburg, Pennsylvania 1 71 1 0 \ o PHASING LAYOUT AND MJH g, y U AILY y5 0- Lic. No. 061939 DESIGNED BY: io phone: (717) 652-8700 # fax: (717) 652-8371 6/�/�� �� NOTES TJS/TLB OF www.deItaairport.com INC. °.� `�`° 40 L CONSULTANTS, �SSIONAL ti�G Digitally signed by TylerLBailey WINCHESTER REGIONAL AIRPORT scALE: DATE: � NO. REVISIONS BY APP. DATE Date: 2020.06.23 15:12:24 04'00' 1 = 40 JUNE 2020 J 27 150' LT 150' RT RT INSTALL"DO NOT ENTER" SIGN 28+00 29--00 —�— — — — —�-- \ 1 1 1 1 PROPOSED 4" WIDE YELLOW STRIPE 1 \ INSTALL TRAFFIC CONES 1 \ REMOVE EXISTING \ MARKING (TYP) 1 1 STA 29+93±, 153'± RT 1 TEMPORARY TRAFFIC ARROWS. - \ 1 REMOVE EXISTING MARKING (TYP) — 1 O 1 \ "STOP" SIGN TO REMAIN. \ COVER "DO NOT ENTER" SIGN 1 PROPOSED DOUBLE YELLOW MARKING O 1 O 0 END DOUBLE YELLOW MARKING REMOVAL. END PROPOSED DASHED WHITE MARKING 31 1 CED 't //>>\ 2 3 1) 1 0 35 00 1 + n GENERAL / \ / ❑ AVIATION v TERMINAL o , BUILDING FF= 720.25' 4t 0 mNOkw%:,11 U tri'/AXXXX \ INSTALL TRAFFIC CONES I 150' LT 31+00BASELINE "T" 32+00 33+00 34+00 35 0036+00 -�- - -i--i - - -- - -f- - - --+- - -i - II STA 30+06±,,153'± RT COVER "DO NOT ENTER" SIGN COVER DO NOT ENTER & "STOP" SIGN PROPOSED ARROW. SEE "ARROWS FOR PAVEMENT MARKING - ROADWAY" DETAIL v �- - REMOVE EXISTING MARKING (TYP) REMOVE -EXISTING `MARKING (TYP) REMOVE EXISTING DOUBLE YELLOW MARKING. PROPOSED DASHED WHITE MARKING TO MATCH EXISTING. —REMOVE EXISTING MARKING (TYP)— - - BEGIN DOUBLE YELLOW MARKING REMOVAL. BEGIN PROPOSED DASHED WHITE MARKING AIRPORT ROAD Q�aRi F WIDTH R/W) / II COVER"WINCHESTER REGIONAL AIRPORT TERMINAL & PARKING" SIGN 150' RT uo 6Y" J4 SHEET INDEX b� NOTES 1. RESTORE MARKINGS ON ROUTE 645 TO PRE -CONSTRUCTION CONDITION ONCE TEMPORARY ACCESS WORK ON EITHER ENTRANCE IS COMPLETE. 2. SIGNS CALLED OUT TO BE 'COVERED' SHALL BE 300' RT WRAPPED IN BLACK PLASTIC OR OTHERWISE OBSCURED IN A NON-DESTRUCTIVE MANNER (NO SEPARATE PAY ITEM). n I 30 0 30 60 �, j► � 1111 " a SCALE: 1"=30' FEET Q 27 50 2400 31 50 32 00 33+50 35+00 E I O ALTxof CONSTRUCT NEW TERMINAL BUILDING SITE WORK DOAV NO. JOB NO. �� Lf CS -0059-29 (DESIGN) 17046 3544 North Progress Avenue Suite 200 3 g i DELTA DRAWN BY: SHEET Harrisbur Pennsylvania 17110 o WEST TEMPORARY MJH g, y AILS y 6 IRPORT Q Lic. No. 061939 DESIGNED BY: io phone: (717) 652-8700# fax: (717) 652-8371 � 6/2���� �� AIRPORT ACCESS TJS/TLB OF www.deItaairport.com CONSULTANTS, INC. 40 L �SSIONAL ��G Digitally signed by Tyler L Bailey WINCHESTER REGIONAL AIRPORT SCALE: DATE: NO. REVISIONS BYLAPP. DATE 1 = 30 JUNE 2020 Date: 2020.06.2 3 15 :13:07-04' 00' LEGEND EXISTING ROADWAY SIGN —� PROPOSED ROADWAY SIGN EXISTING POLE (LIGHTED) ♦ TRAFFIC CONES EXISTING MARKING PROPOSED MARKING EXISTING AIRPORT PROPERTY LINE — — — — — PROPOSED EDGE OF PAVEMENT PROPOSED PAINT REMOVAL NOTES 1. RESTORE MARKINGS ON ROUTE 645 TO PRE -CONSTRUCTION CONDITION ONCE TEMPORARY ACCESS WORK ON EITHER ENTRANCE IS COMPLETE. 2. SIGNS CALLED OUT TO BE 'COVERED' SHALL BE 300' RT WRAPPED IN BLACK PLASTIC OR OTHERWISE OBSCURED IN A NON-DESTRUCTIVE MANNER (NO SEPARATE PAY ITEM). n I 30 0 30 60 �, j► � 1111 " a SCALE: 1"=30' FEET Q 27 50 2400 31 50 32 00 33+50 35+00 E I O ALTxof CONSTRUCT NEW TERMINAL BUILDING SITE WORK DOAV NO. JOB NO. �� Lf CS -0059-29 (DESIGN) 17046 3544 North Progress Avenue Suite 200 3 g i DELTA DRAWN BY: SHEET Harrisbur Pennsylvania 17110 o WEST TEMPORARY MJH g, y AILS y 6 IRPORT Q Lic. No. 061939 DESIGNED BY: io phone: (717) 652-8700# fax: (717) 652-8371 � 6/2���� �� AIRPORT ACCESS TJS/TLB OF www.deItaairport.com CONSULTANTS, INC. 40 L �SSIONAL ��G Digitally signed by Tyler L Bailey WINCHESTER REGIONAL AIRPORT SCALE: DATE: NO. REVISIONS BYLAPP. DATE 1 = 30 JUNE 2020 Date: 2020.06.2 3 15 :13:07-04' 00' 0 N O N m M J a � g � o � J Q L E aj o oa 0� Um QCD �x M CO Q O CO m r� o bf z In LL 7) 0� 0� U 0 27--50 29--00 31--50 2 00 3 35--00 � O GENERAL AVIATION ❑ TERMINAL o , BUILDING FF= 720.25' it LT 150' LT cf150' °b �- SHEET INDEX 1 INSTALL "DO NOT ENTER" SIGN LEGEND EXISTING ROADWAY SIGN PROPOSED ROADWAY SIGN LLLT EXISTING POLE (LIGHTED) I,FT �, �, • TRAFFIC CONES 1 INSTALL TRAFFIC CONES v REMOVE EXISTING 0 EXISTING MARKING I • INSTALL TRAFFIC CONES MARKING (TYP) I PROPOSED MARKING -- EXISTING AIRPORT PROPERTY LINE — — — — — PROPOSED EDGE OF PAVEMENT PROPOSED PAINT REMOVAL COVER "NO RIGHT TURN" SIGN 28+00 29--00 30+00 31+00 32+00 BASELINE "T" 33+00 34+00 35--00 36+00 - - -�- - -�- - - - -�- - - - - - - - - - - i- - -�-- - - --�- - - 1 1 PROPOSED 4" WIDE YELLOW STRIPE 1 � 1 - INSTALL TRAFFIC CONES STA 34+83±, 117'± RT TEMPORARY TRAFFIC ARROWS. 1 I.1_J STA 34+69±, 127'± RT PROPOSED STOP BAR. SEE 1 "ROADWAY SINGLE YELLOW STRIPING AND STOP BAR DETAIL" 150' RT )� PROPOSED "STOP" SIGN. SEE "ROADWAY SIGN 150' RT - Now- MOUNTING DETAIL"16 _ I - low- J 1 _ - _ - — _ _ -- _ � - a- moon -sow so AIRPORT ROAD wwwwwo�-— No - - - No WIDTH VIN) --� (VARIABLE -- - - - - INSTALL TRAFFIC CONES O- - _ — — - ---- NOTE 'COVERED' 1. SIGNS CALLED OUT TO BE SHALL BE WRAPPED IN BLACK PLASTIC OR OTHERWISE OBSCURED IN A NON-DESTRUCTIVE MANNER (NO SEPARATE PAY ITEM). -10-0'—RT 300' RT 30 0 30 60 SCALE: 1"=30' FEET 27 50 29 00 31 t50 32 00 33 50 35+00 �ALTx of Lf CONSTRUCT NEW TERMINAL BUILDING SITE WORK DOAV NO. CS -0059-29 (DESIGN) JOB NO. 17046 3544 North Progress Avenue Suite 200 g i DELTAIRPORTti�`� �1 EAST TEMPORARY DRAWN BY: MJH SHEET Harrisburg,Pennsylvania 171 10 y o . AILEY 7 phone: (717) 652-8700 # fax: (717) 652-8371 www.deltaalrport.com , INC. Lic. No. 061939 �� � o�� ��'� SSIONAL ��G Digitally signed by Tyler LBailey AIRPORT ACCESS DESIGNED BY: TJS/TLB OF �0 WINCHESTER REGIONAL AIRPORT SCALE: DATE: NO. REVISIONS BY APP. DATE Date: 2020.06.2315:11:09-04'00' , - — 30 JUNE 2020 t f 2 a ,= a Ln X LL 1'j J 0 cu to O J n ti O Q a 0 U N X t0 (6 M CO E 0 d" m coo r E Z L QW D rr Of v oX D 27 5G-` \ I I I I I I 1 / \ 29--00 31--50 \ \ 32--00 33 0 I \ 35--00 \ I \ � O I I O O O O O O O O O O O \O�\ I I \ 300 L I I / \ I I \ \ 300 LT 111 \ \ 1,110410 Lr)� 1 016#12 E9%ZI0N= 7f7.66' B" REP INV OUT TO D/G.1IL- 7T�.33\ \ 5���o 101�/jF q(p ELJr 30 U E UGE GENERAL / [1 1 � / \ \ \ \ AVIATION �Q TERMINAL \ \ UGE I � / i / SHEET INDEX _ I \ I BUILDING U l \ / / / LEGEND I � EXISTING DROP INLET \5U T 0 TR#1 W VAroN=7171fS"RCP Q0 ` EXISTING FLARED END SECTION DIGNi1TOP& S' RCP INV OU //EXISTING \ /NV DlG NI1- 7I . sAiV \ I I \ ENDWALL/HEADWALL/WINGWALL v, 1 \ \ z I \ JKEXISTING \ I liC CiC I 1 1 \ 150'/LT 0 STORM MANHOLE EXISTING SANITARY MANHOLE PmwA— \\ / \ \ \ \ EXISTING FIRE HYDRANT \ OW EXISTING WATER METER EXISTING WATER VALVE \ \ \ k 3 STORMSTR#9TOPELEVAf7M718.84 / / \ \ \ \ \ �� EXISTING SLIDING GATE sTORMsrVNI_ZOSTEVA 6'RCP INV ff--701=7 / I \ \ —� EXISTING ROADWAY SIGN .60 a 9 — —` 9_ — S' / `io S� SQA — — — — — — — =� C& G I roP ELE r7ON=7IS77 r \ \ \ \ I \ EXISTING POLE (LIGHTED) 1 ' J I /z �$ 'd. G \\ RCP INV rrosTR86= I \ \ \ \ \ EXISTING STORM DRAIN \ / \ m / I L' @A �'fi th / / _ \ EXISTING DITCH \ 1 \ UGE EXISTING UNDERGROUND ELECTRICAL LINE �II�N RRSTp# ELfYATlor-7a 6' RCP /NV OUT TO STR x7= 700.01 Ii' RCP INV INFROM STR89-- 700.61 o / I \ \ \ \ EXISTING FENCE IS"RCPINVINFROMSTR8f0=7M..141 y ta•— sroRnsrR86r ATIO#ti713. fs•RLP INV OUT r0s .Of / m \ \ \ Fp— EXISTING FIBER OPTIC LINE I 15" RCP INV /N FROM s 87 705. / \ GAS EXISTING GAS LINE tj P ;4s EXISTING AIRPORT PROPERTY LINE \ —SAN—EXISTING SANITARY SEWER LINE re"�<HVOUTTO TR86=705.53 \ W EXISTING WATER LINE \ 15" RCP INV IN FROM STR N6= 705.43 15" RCP INV IN fROM STR A"0= 70569 — \ — — — — — — FCSA EASEMENT IL J/ / / 0 # / / a / / I \ a W 00 / 01 \ 1 / SEE "UTILITY LAYOUT" SHEET FOR / � PROPOSED FCSA EASEMENT / _ _ / / s STORR#ffT0P'EVAr1O*-71104 Z / / 9" RCP INV /N OUT #7704.94 / \ \ _ / / / / / / \ 55 ss, �• B.— 81A 71P VAI 08- q7f our, O _ .32 — P IN( c71 \ j� / / I 1 mvTop\— 1 ID16 / ' 1\ #4 TOP ELEVA 557 g' R P =" aCaW'R`FRON STR 5=702.97 Em I TR RC TOP ELEV TI = 701 " RE�R7V — IOUT I1 / sTDRM STR 8114 T�fLEVATI 71[.09 / / / / / }B' RCP INV /N FROMD/G N 3=703.19 352'-iB' l® M3s�1.93— _� — \ I /0" RCP INV OUT TOOIG 8 70 .29 / / / / / / / L z 0�3 TOP E�EVATII� 100.04 \ 1 REP /NV T TO TR 1=7017 \\\ `—— 1 I / RCP �18•1opd�/INV/N�MOIGL-70209 / / _ \ \ \ TUG \ SAIOTARV / F �61 / \ 150'R�f \\ \ / / \ o �_ �— �� — � I VALVE \ \ SA /�/ 1 �� En / 0934' 18 -RC LOX / \ r p 148 0/G 815 TOP ELEVATION�= 712.70 \ \ \ # 13 T 7090 \ ` RLP INV ElEVATIOAG 71103 T TO DIG 84= 707.00 \ FO \ 1"'— FO ��-� S _ — — 1 \ �" RCP NV SIG 8b= 700.63 — ------ O F SAN —S—NN— F� — F�A N6. \ �— \,� FO 0 SANITARY FORCE MAIN o< \ \ SAN FO _ �Now—" _�/ FO dOJs, —�� — FO ��01 a__7 -�-- -- —_\_ ---- ,AIRPORT ROAD / SAN SA R9 Fp / ,\ / / Fp —J/ �— (VARIABLE HR/w�------ Fa - / � FO - - / �\ �S --- / �� / / --- ---- — — — �// ._--�'15� W GAS / AS / / \\ 30 0 30 60 _ — — _ _ _ ` _ — — — _ _ _ _ _ W AS GAS //� / FO /F F0 ` FO—_ SCALE: 1"=30' FEET 27 �/ 50— 9 00 31--50 �Wrj 33+58® —F(Y 35 00 �NLTH of Lr CONSTRUCT NEW TERMINAL BUILDING SITE WORK DOAV NO. CS -0059-29 (DESIGN) JOB NO. 17046 �1 3544 North Progress Avenue Suite 200 . g i ��DELTA IRPT��O � � Harrisburg, Pennsylvania 17110 o alv-.S EXISTING CONDITIONS DRAWN BY: MJH SHEET 8 phone: (717) 652-8700 fax: (717) 652-8371 ,0 Lic. No. 061939 www.deltaairport.com TANTS, INC. SS ZONAL Digitally signed by Tyler LBailey LAYOUT DESIGNED BY: TJS/TLB OF 40 WINCHESTER REGIONAL AIRPORT SCALE: 1 = 30 DATE: JUNE 2020 NO. REVISIONS BY APP. DATE Date: 2020.06.2315:14:22-04'00' CD N 0 N M N 9- E v CD 0 1� U) i . p � d LL E v g ODa 0C) 0 U d a a)9) � a L Ur. Ln �W oX 29+00 311-50 32-00 33-50 1 35-00 36-50 300 LT I 300 LT o- - -_---,1 016#12 TOP ELEVATION= 717.66' F ", TTT••' 1 O 15" RCP INV OUT TO DIG #11= 712.33 1 H % Co \ \ U O \ UGE �- O GENERAL 2� AVIATION �Qe \ \ Lb SHEET INDEX TERMINAL UGE \ BUILDING FF= 720.25' O — \ \ LEGEND, H \ \ •� e \ 1„p El EXISTING DROP INLET 376 vi Top ELVATION=717.11 W Q�Q \<<-QB EXISTING DROP INLET TO BE REMOVED 15"RCPINVOU rOSrR#10=71111 IS"RCP INV IN ROM OIG#11=711.36 \ �19 EXISTING FLARED END SECTION SAN \q`�N 150' LT P # GG GC \ \ 150' LT o EXISTING ENDWALL/HEADWALL/WINGWALL 0 \ \ Q EXISTING STORM MANHOLE \ EXISTING STORM MANHOLE TO BE REMOVED 75 rn GC�GC \ \ QS EXISTING SANITARY MANHOLE N F \ \ EXISTING FIRE HYDRANT / STORM SIR #9 TOP ECEVA TI0* 718.84 1 :709.12 OW EXISTING WATER METER STORM STR #f0 TOP ELEVATION= 7 .60 < D4 EXISTING WATER VALVE 15" RCP INV OUT TO SIR #8= 70494 15" RCP ININ FROM STR SAA° ,(,4J. �. EXISTING SLIDING GATE rOPE TR.#7 C� TOPELf noN=71s.77 PROTECT E ISTING DRAINAGE FENCE GATE NUMBER INV TTO STR#6= 4 STRUCTURE TO REMAIN 1 cy_9rq EXISTING ROADWAY SIGN ST STA 34+64±, EXISTING ROADWAY SIGN TO BE REMOVED 35'± LT I Sr0RMSTR#8T0PE1EVA7ION=714.70 15"RCPINVOUT TOSTR#7=708.01 - a PROTE T EXISTING G\ NOTE 4 D EXISTING POLE (LIGHTED) N I5" RCP INVIN FROM STR#9= 70861 6"RCPINVINfR0MSTR#10=708.41 DRAINAGE TRUCTURE SrORMSR rOPELE 'AT N1 k 15'RCP ourroSTR 7 STA 34+91±, 35'± LT 7�,� EXISTING POLE (LIGHTED) TO BE REMOVED TO REMAIN 15- INV III FROM ST 89 D5.95 EXISTING STORM DRAIN R p Z ��'e PROTECT EXISTING qqDEV� EXISTING STORM DRAIN TO BE REMOVED \ Mi6 •-R�p '��� CONCRETE DRAINAGE EXISTING DITCH NOTE 4 DITCH TO REMAIN SrORMSTR#5TOPELEVArlON=71299 �K UGE EXISTING UNDERGROUND ELECTRICAL LINE STA 29+87± $'± RT j STA 30+14±, 8'± RT r 53 6"RCPINV FROM STR#6=7055.43 EXISTING FENCE 29+00 30+00 31+00 32+00 BASELINE "T" 33+00 34+00 15"RCP(NVINFR0MSTR#8=705.64 C 35+00—36+00 37+00 -~ EXIISTING DRAINAGE PIPE O REMAIN UNTIL - - - - - - - - - - -I - - FO EXISTING FIBER OPTIC LINE PROPOSED DRAINAGE SYSTEM BETWEEN v GAS EXISTING GAS LINE / REMOVE EXISTING CURB STRUCTURES D101 T D106 HAS BEEN ti REMOVE EXISTING CURB , �}\� PROTECT EXISTING AND GUTTER (TYP) INSTALLED. BRICK AND MORTAROPENING FROM ,AND GUTTER (TYP) EXISTING AIRPORT PROPERTY LINE CONCRETE DRAINAGE I EXISTING 18" PIPE ONCE REMOVED.—SAN EXISTING SANITARY SEWER LINE DITCH TO REMAIN I SEE "GRADING & DRAINAGE - PHASE 1” LAYOUT. s Ln REMOVE EXISTING �I W EXISTING WATER LINE �-J REMOVE EXISTING R MOVE EXISTING z $ LIGHT POLE LIGHT POLE — — — — — — — — DRAINAGE STRUCTURE m R TION= 7lI.04 TOPD16 — — — — — PROPOSED DEVELOPMENT / _ _ i DIG #4= 704.60 \ 18'P INV Our #4 18' RCP INV - -7 IN F O 18' RCP INV IN fROMSR#5=704.94 �\ PROPOSED 1.5" PAVEMENT SURFACE MILLING - I / PROPOSED PAVEMENT REMOVAL LOCATE AND PROTECT I EXISTING WATER MAIN � � � � �J L REMOVE EXISTING DRAINAGE STRUCTURE / LOC TE AND PROTECT EXISTING SANITARY SEWER n U ry SS #1A TOP van 08.37' Qe 30" RCP NOTE 4 STA 30+14±, 109'± RT REMOVE:EXISTING z \ P ouTTo STR = 7 2.32 � Brush / DRAINAGE STRUCTURES m \ 7S„ Brush +p\a STA 29+86±,109'± RT p��Q PROTECT EXISTING AND CONNE TING PIPE h � 'QOA JY. � 9 ITOP ECEV TI N=701.95 �c ` DRAINAGE STRUCTURE \ � Is- f5" c#I I TO REMAIN DIG #4 IIV IN VATf 7 ffi"RCP INVIN FROM STR - RCP . 18 R TR #1 TOP ECfV TI N=701 TO EXISTING JPROTECT I 18" RCP INV INFROMDIG# =703 352'-W ts1.1X RCP INV DRAINAGE PIPE TO PROTECT EXISTING CURB AND GUTTER STORM STR #14 TOP ELEVA TlO 714.09 IB" RCP INV our TO DIG #13=70.29 1B"(opening) IN OUT TO D #3= 70293 - P nrreq ELEVATION -708.04 INVONNFRTO c PROTECT EXISTING DRAINAGE PIPE TO REMAIN REMAIN UGE PROTECT EXISTING O D64z INV IN FROM DIG 4z 702 GT O RCP DRAINAGE PIPE' ;�ingI TUGE FO UGTUGE CL FO ����' REMAIN FO PROTECT EXISTING 380.81,-18'RCP9LOX y�N 150' RT °s CURB AND GUTTER SFO SANFO 150' RT PROTECT EXISTING FO— r/jS I SQA° NOTES D16#15 TDP ELEVATIOIf= 71270 IG #13 Top,ELEVATION= 711. FD S--_ - NOTE 4 18" RCPINV OUr r00IG#13=709.60 f8"RCPINV Trop =707x, AIRPORT SIGN TO REMAIN SAN FO FO - — — 1. ALL STATIONS AND OFFSETS ARE BASED ON 18"RCPINV N STR#14=707u- 18"RCP NFROMOIG#15=708.63 REMOVE EXISTING FO SAN SAN FO STA 34+57±, 155'± RT _ —� n BASELINE "T" UNLESS OTHERWISE NOTED. 3 C\ C LIGHT POLE FO 0 F�A N6" SANITARY FORCE MAIN FO SA FO � � � STA 35+05±, 155'± RT PROTECT EXISTING 2. REFER TO "PROJECT NOTES" SHEET FOR F0� FO SAN F SAH FD FO _ _ � FO OVE EXISTING LOCATE AND PROTECT AIRPORT SIGN T ...REMAIN - DEMOLITION NOTES. AN FO _ _ — - a- LIGHT POLE EXISTING UTILITIES U 3. REFER TO "GRADING & DRAINAGE" SHEETS FOR F oAN FO FO - ' — AIRPORT ROAD INSTALLATION OF EROSION AND SEDIMENT N F _ ��— — --— - CONTROL MEASURES PRIOR TO BEGINNING SAN FO FO sA` - WIDTH R/W) —— — — — — — GROUND DISTURBANCE. � FO _ � � (1/ARIABLE — STA 29+80±, 207'± RT e4. SAW CUT NEAT VERTICAL FACE ( ) STA 30+25±, 203'± RT OCATE AND PROTECT EXISTING UTILITIES — — — — — _LLI W- w W W �,a° A S� — GAS — — w GA GAS GA S W_� Sw —w—w�W GAS GAS FO El 30 0 30 60 w GAS F�? �l; FO —F7— SCALE: 1"=30' FEET �w6A FO �✓--"—W GAS FO FO te r._ —UGE 9 00 31T50 �W 33 FO 5 00 36+50 �NLTH of CONSTRUCT NEW TERMINAL BUILDING SITE WORK DOAV NO. JOB NO. 3544 North Progress Avenue Suite 200 • g , ��,DELTA IRPTO �1 Gj � CS -0059-29 (DESIGN) 17046 DEMOLITION PLAN DRAWN BY: MJH SHEET Harrisburg, Pennsylvania 17110 o a . A� g phone: (717) 652-8700 fax: (717) 652-8371 www.deltaairport.coin CONSULTANTS, INC. Lic. No. 061939 6/Z�/�z� IONAL � Digitally signed by Tyler L Bailey PHASE 1 DESIGNED BY: TJS/TLB OF 40 WINCHESTER REGIONAL AIRPORT SCALE: � DATE:�� NO. REVISIONS BY APP. DATE Date: 2020.06.2315:15:36-04'00' 1 = 30 JUNE 2020 a a J R3 Ln �Q LL of cu J Q co ZT o a CD n N a o E� ro oM CcO Q 0 d" m coo E Zin� <Of oX v 29--00 31--50 32--00 33--50 1 35--00 36--50 1 4 300 LT I 300 LT DIG Sit TOP ELEVATION= 717.66' 1 1 O I I LS" RCP INV OUT TO Dhi Nfk 711.33 II b H Jr # OD 0 o \ O °o \ U E UGE GENERAL \ AVIATION �Qe O \ SHEET INDEX TERMINAL UGE , \ BUILDING O FF= 720.25' O � \ \\\ L E G E N D H PROT CT EXISTING PROTECT EXISTINe \0 C/G` \ \ 1„ w`` EXISTING DROP INLET DRAIN VAT, -7`711 GE 1P TO REMAIN CANOPY TO RE Al C UG c T e \ �NT,Qp EXISTING DROP INLET TO BE REMOVED 016811TOPE[ 1S"RCP/NVOU TOSTRS10=71(11 W O Q�Q 1S RCP 1NV 1N OM f16 S�z- N1.36 I I \�C4o \ �F" \p\Fq`p EXISTING FLARED END SECTION 150' LT ' S4N liG. GG \ \ 150' LT o EXISTING ENDWALL/HEADWALL/WINGWALL SAMTA 1 Purw 0 EXISTING STORM MANHOLE Z41\ I 3 39n \ \ \ EXISTING STORM MANHOLE TO BE REMOVED \� I rl�OTECT EXI STI G INLET TO t?m;¢ �S. REMOVE EXISTING DRAINAGE rn GC�GG \ \ \ QS EXISTING SANITARY MANHOLE R MAIN. PLUG OR BRICK -UP �t,� STRUCTURE. PATCH CURB TO F Ao A EMNG FROM REMOVED 15" MAINTAIN DRAINAGE FLOW. Z \ EXISTING FIRE HYDRANT \� I CMP (NO PAY ITEM) TORMSTR09rOP£LEVATIM1718.84 OW EXISTING WATER METER - STORM SrR N10 TOP ELEVATION. 7 - \ STA 31+11±, 85'± LT s"RCPI"vOUT INFRO 5TR#M7994 STA 33+58±1 85'± LT 15" RCP INKIN fROMSTR N11= 70y.7 E \ GC D4 EXISTING WATER VALVE ° G EXISTING SLIDING GATE XX Top EL n0N=7u.77 � FENCE GATE NUMBER -RCP rrosrRN6= 4 X F I Z \ �— EXISTING ROADWAY SIGN ,, — — — a I J X EXISTING ROADWAY SIGN TO BE REMOVED \ / ° EXISTING POLE (LIGHTED) REMOVE I \ \ I END PIPE REMOVAL AND EbCISTING CURB REMOVE EXISTING SrORMs V Wit AnoN=7Lr � \ CAP EXISTING PIPE � ls'RCPwvp�rms xs=706.0/ �� � m EXISTING POLE LIGHTED TO BE REMOVED (LIGHTED) • \ ( I I \ DRAINAGE STRUCTURE/ X STA 33 50_,133 _ LT h"RCP /NV IA�fROMS 57-70S 9S AND GUTTER TYP I I ^+ I EXISTING STORM DRAIN �GQ S- EXISTING STORM DRAIN TO BE REMOVED EXISTING DITCH I 6 X \ \ PROTECT EXISTING N5 TOP EL EVA TIOII=712.99 UGE EXISTING UNDERGROUND ELECTRICAL LINE I STA 31+11±, 20'± LT \ r0SM#1x775-53 STA 33+58±, 20'± LT I � DRAINAGE PIPE TO REMAIN >s" R0L1sra N7=705.43 I / \ EXISTING FENCE 29+00 30+00 �� 31+00 I � 32+00 BASELINE "T" `33 0 34+00 15"REP r STRSB=705.69 35--00 _ _ � _ _ _ �� 36+00 _ _ I _ _ —i _ _ 37+00 _ _ _I _ __F0_EXISTING FIBER OPTIC LINE 7 G/Q$ EXISTING GAS LINE co r w EXISTING AIRPORT PROPERTY LINE I REMOVE EXISTING REMOVE EXISTING CURB SAN EXISTING SANITARY SEWER LINE 1 LIGHT POLE (TYP OF 5) AND GUTTER (TYP) I �„ — — — — — — — — — — — — — — — — — — — — — — — — — — Iq/ EXISTING WATER LINE 0 \ — — — — — PROPOSED DEVELOPMENT ��Q' I s_ Q z _ PROPOSED PAVEMENT REMOVAL I co I Q G cn e ( Q 30 RCP IBrush Brush CO 4" RCP I TR Nf 70P ELEV TI 701 RCP INV STORMSrRS14 TOPELEVAT/0 16"RCP/NVOUTTOD16Sf3=70.19 p 93.49'-24-RCP0 0.0O 714.09 18" RC �0- z _UG GTUGE 18,R P _ ��rTUGE FO UGT FO FU FO 150' RT �sf OSAMARY 38�"RCP6LX VALVEp�N FO A SANFO U ' 150' RT FO . 89.34'-f8" NOTES SA FO FO - O sA° _-�� _ _ LBLOx DIG NLS TOP ELEVATlOAk 71170 6N13 M' RCP INV OUT TO Dl6 NLT= 709.60 f8" RCP INV ELEVAr101k 711.83 r TO DIG S4= 707.08 FO FO SAN FOSAN Sr'}t }i r U _ FO � � - — 1. ALL STATIONS AND OFFSETS ARE BASED ON to"RCP/NV w"RcP1NV NFROMSTaN/4=707.03 NFROM&6NLS= 10163 FO SAN FO SAN — - _ — — — — — —a BASELINE "T" UNLESS OTHERWISE NOTED. 3 ql° = FO SA �j 0 F50� N6" SAMTARY FORCE MAIN FO FO _ A cn � 2. REFER TO "PROJECT NOTES" SHEET FOR FO O FO F SAN � � � DEMOLITION NOTES. F SAN SAN FO'FO FO U 3. REFER TO "GRADING & DRAINAGE" SHEETS FOR F0AN FO mINSTALLATION dOlS FO so now -wow AIRPORT ROAD OF EROSION AND SEDIMENT Fd FO SAN = — _ — _ --- — CONTROL MEASURES PRIOR TO BEGINNING FO FQ (VARIABLE WIDTH R/W� — — — — — _ — GROUND DISTURBANCE. So �. FO-------- — - — — — _ _ - - LWQ �W �W�W .� I GAS�'�— AS — W �W GAS GAS GAS W—WSW_ GAS FO 30 0 30 60 �W�W GAS GAS —FO FO FO SCALE: 1"=30' FEET GAS GAS FO FQ�— —F FO— F� UGE 9 00 31+50 �W 33 FO 35 00 UGE _ 50UG �PLTH of CONSTRUCT NEW TERMINAL BUILDING SITE WORK DOAV NO. JOB NO. �1 Lr 3544 North Progress Avenue Suite 200 0 g i �� 4;�r Harrisburg, Pennsylvania 17110 DELTA IRP T o AILS CS -0059-29 (DESIGN) 17046 DEMOLITION PLAN - DRAWN BY: MJH SHEET 10 Lic. No. 061939 phone: (717) 652-8700 # fax: (717) 652-8371 w� www.deltaalrport.com CONSULTANTS, INC.S SIONAL Digitally signed by Tyler LBailey PHASE 2A DESIGNED BY: I S G TJS/TLB OF �O WINCHESTER REGIONAL AIRPORT SCALE:: DATE: NO. REVISIONS BY APP. DATE Date: 2020.06.2315:16:19-04'00' A„ - JUNE 2020 J 300' LT 27--50 29--00 31--50 32+00 PROTECT EXISTING PROTECT EXISTING LIGHT POLE TO REMAIN. LIGHT POLE TO REMAIN. REMOVE EXISTING NOTE 4 DRAINAGE STRUCTURE BEGIN FENCE REMOVAL STA 27+24±, 225'± LT 7+00- N - 150' RT tt D I 6. ALL WORK SHALL BE PER FREDERICK WATER'S INSPECTORS 3 REQUIREMENTS. REVISIONS BY APP. DATE 29+00 SAN Fpm FOS �� 33--50 I 111 11 27T50 RADIUS (FT) RADIUS POINT STA/OFFSET C1 110.00 STA 35+32±, 171'± LT C2 DIG #12 TDP ELE TION= 717.66' - 1 FCSA DEMOLITION NOTES 3 6' RCP INV OUT DIG #I1= 712.33 1 N 1. THE CONTRACTOR SHALL TEST PIT EXISTING WATER LINES. EXISTING GAS LINE II 2 2. A UTILITY SHUT DOWN PLAN SHALL BE PREPARED PRIOR TO C. DEMOLITION. FD F SANS = 3. THE CONTRACTOR SHALL COORDINATE WORK WITH OWNER, _ FREDERICK WATER AND OTHER AGENCIES AS REQUIRED. 3 _ 4. THE EXISTING WATER LINE SHALL BE CAREFULLY i DISCONNECTED AT MAIN. REMOVE AND FURNISH EXISTING Q WATER MATERIALS TO FREDERICK WATER'S INSPECTOR. a FO 9 5. ADJUST FREDERICK WATER UTILITIES TO GRADE. tt D I 6. ALL WORK SHALL BE PER FREDERICK WATER'S INSPECTORS 3 REQUIREMENTS. REVISIONS BY APP. DATE 29+00 SAN Fpm FOS �� 33--50 I 111 11 CURVE DATA TABLE NUMBER RADIUS (FT) RADIUS POINT STA/OFFSET C1 110.00 STA 35+32±, 171'± LT C2 DIG #12 TDP ELE TION= 717.66' - 1 0: RCP INV Nn MSTR#N,--707.03 6' RCP INV OUT DIG #I1= 712.33 1 18" RCP INV N FROM DIG #6= 708.63 EXISTING GAS LINE II 1 CURVE DATA TABLE NUMBER RADIUS (FT) RADIUS POINT STA/OFFSET C1 110.00 STA 35+32±, 171'± LT C2 25.00 STA 34+41±, 67'± LT II I I H NOTE 4 \ - X __X_X X REMOVE EXISTING GATE, OPERATOR, I ACCESS KEY PAD, BOLLARDS, AND ELECTRICAL INFRASTRUCTURE. IN -PAVEMENT DETECTOR LOOPS TO BE ABANDONED IN PLACE. REMCVE EXISTING I I UGE- DRAINAGE STRUCTUREI U TA 31+01±,171'± LT STA 30+75±, 171'± LT OTE 4O X UGTUGFtn:j VAT N=7`7.II \ TO SllllllT""""""R #f0"""= 711. fl \ 4nG #Ir= II1.36 ISAN PROTECT EXISTING FIRE X_ X I SANIT wMP HYDRANT TO REMAIN I 7 BEGIN WATER MAIN DEMOLITION. PROTECT 9n EXISTING WATER VALVE TO REMAIN I STA 31+32±, 96'± RT I I I REMOVE EXISTING CURB I I AND GUTTER (TYP) REMOVE EXISTING DRAINAGE STRUCTU�i� _ ... UP EL EVA TO 15" RCP INV OUT TO 57R #8= 709. C1 ` 6'RCPINV III FROM Si z REMOVE EXISTING GMP REMOVE EXISTING ELECTRICAL JUNCTION X I 12 DRAINAGE STRUCTURE L - - - - PROTECT EXISTING INLET TO REMAIN. STRUCTURE / - - - - - PLUG OR BRICK -UP OPENING FROM REMOVED 15" CMPjNO PAY ITEM X F Tl PROTECT EXISTING \ / CONCRETE DITCH TO REMAIN # REMOVE EXISTING / BASELINE "T" \ DRAINAGE STRUCTURE 30+00 31+00 I I / _ _ _ _32+00_ _ _ _ _ _ _ _ _ _ _ `3.30 34+00 6 RCP - + - - PROTECT EXISTINET TO REMAIN. - - - -- - - J PLUG OR BRICK -UP OPENING FROM F7_ REMOVED 18" CMP (NO PAY ITEM) CO GQ BEGIN SANITARY SEWER STA 29+87±, 20'± RT DEMOLITION AND CAP END NOTE 4 STA 33+97±,14'± RT 11 STA 30+14±, 20'± RT co D16 #6 TOP EL£VA AON= 7270 ffi' RCP INV OUT TO DIG #f3= 709.60 FOA F0- =0 L _ - _--rG 7� STORM STR #fi TOPEL£VAT - 714.09 RY RCP INV OUr TOW #Li= 70 F.29 IS)I 189.34'-10' L0 LOX V V C4= �F 3544 North Progress Avenue, Suite 200 Harrisburg, Pennsylvania 17110 phone: (717) 652-8700 # fax: (717) 652-8371 www.deItaairport.com 18" #0 TOP ELEVATIOM, 7n83 18' RCP INV T TO DRi #4= 707.08 ti 0: RCP INV Nn MSTR#N,--707.03 w -pzGAS 18" RCP INV N FROM DIG #6= 708.63 EXISTING GAS LINE FD F SANS ( FO FO SAN SAN EXISTING SANITARY SEWER LINE F0� --XSAN-X- EXISTING SANITARY SEWER LINE TO BE SAN FO AN W EXISTING WATER LINE FO -----......... _ FO c� -� _- - PROPOSED 1.5" PAVEMENT SURFACE MILLING _ r PROPOSED PAVEMENT REMOVAL 31 2"ISANITARY FORCE MAIN SHALL BE ABANDONED IN PLACE RCP 30 __ _ X 3 VALVE FO I v S �- FO F FO SAN SAN FO F SAN A N6. SANITARY FORCE NAIN FO FO - 'J FO ON_ WSW AS GAS DELTA AIRPORT CONSULTANTS, INC. AIRPORT ROAD (VARIABLE WIDTH RIO GAS W GAS 33+50 -F0- O ���p,I TH F ll t ° �r ° AIL y Lic. No. 061939 .0 I �o� Www SIONAL 00 300' LT REMOVE EXISTING GATE, OPERATOR, ACCESS KEY PAD, BOLLARDS, AND C ELECTRICAL INFRASTRUCTURE. C IN -PAVEMENT DETECTOR LOOPS TO BE ABANDONED IN PLACE. 0AL oil '4 SHEET INDEX r \ LEGEND STA 34+22±, 173'± LT \ \ EXISTING DROP INLET k` �Qe \ - 'v 04 J� EXISTING DROP INLET TO BE REMOVED Q \CqB! PROTECT EXISTING \ ---lq c:::] EXISTING FLARED END SECTION DRAINAGE PIPE TO REMAIN \ 150' LT EXISTING ENDWALL/HEADWALL/WINGWALL NOTE 4 < L� 0 EXISTING STORM MANHOLE STA 34+44±,105'± LT EXISTING STORM MANHOLE TO BE REMOVED >C�,__ ® EXISTING SANITARY MANHOLE � X EXISTING FIRE HYDRANT STA 34+61±, 82'± LT O EXISTING WATER METER D4 EXISTING WATER VALVE EXISTING SLIDING GATE #7 C� 6.77 FENCE GATE NUMBER T TO SIR 06= < 1 �- EXISTING ROADWAY SIGN C2 NOTE 4 BEGIN FENCE EXISTING ROADWAY SIGN TO BE REMOVED REMOVAL X STA 35+42±, 61'± LT EXISTING POLE (LIGHTED) TO I4 rTOP ELE #sBEGIN UGE AND X ATI07*713. � m EXISTING POLE (LIGHTED) TO BE REMOVED =06.01 FRONS #7=70.95 UGT DEMOLITION � EXISTING STORM DRAIN STA 35+25±, 19'± LT X EXISTING STORM DRAIN TO BE REMOVED 6 STA 34 66+ 35'± LT EXISTING DITCH STA 34+64±,(J�jE EXISTING UNDERGROUND ELECTRICAL LINE TOP ELEVATION= 71299 TO S 7 #6= 705.53 35'± LT EXISTING UNDERGROUND ELECTRICAL LINE S TR #6= 705.43 UGE-)(- SrR#&70.69 C TO BE REMOVED 35--00 EXISTING FENCE CP 93.19'-24RCP l0 0.8X N 0 SANS FO .100 PROTECT EXISTING FIBER OPTIC CABLE (TYP) PROTECT EXISTING 6" SANITARY FORCE MAIN S, N/TOP1 RCP INV FO SHivFO� VolIAN Eg NOTES 1. ALL STATIONS AND OFFSETS ARE BASED ON BASELINE "T" UNLESS OTHERWISE NOTED. 2. REFER TO "PROJECT NOTES" SHEET FOR DEMOLITION NOTES. 3. REFER TO "GRADING & DRAINAGE" SHEETS FOR INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO BEGINNING GROUND DISTURBANCE. 4. SAW CUT NEAT VERTICAL FACE (NO PAY ITEM). 5. PRIOR TO REMOVAL OF EXISTING FENCE AND GATES, THE CONTRACTOR SHALL INSTALL PROPOSED PERIMETER FENCE AND GATES AS SHOWN ON THE "GEOMETRIC LAYOUT" SHEET. �W W GAS GASB �W '__ GAS GAS 30 0 30 60 Fn FO -FG- FO FO SCALE: 1"=30' FEET 3400 CONSTRUCT NEW TERMINAL BUILDING SITE WORK DOAV NO. JOB NO. CS -0059-29 (DESIGN) 17046 DEMOLITION PLAN DRAWN BY: MJH SHEET PHASE 2 B DESIGNED BY: TJS/TLB OF )igitally signed by Tyler L Bailey WINCHESTER REGIONAL AIRPORT SCALE: DATE: 40 ate: 2020.06.2315:18:36-04'00' V - 30 JUNE 2020 X X EXISTING FENCE TO BE REMOVED ti x x FO- EXISTING FIBER OPTIC LINE w -pzGAS EXISTING GAS LINE GAS- X EXISTING GAS LINE TO BE REMOVED ( � = EXISTING AIRPORT PROPERTY LINE \ SAN EXISTING SANITARY SEWER LINE --XSAN-X- EXISTING SANITARY SEWER LINE TO BE REMOVED W EXISTING WATER LINE X W X EXISTING WATER LINE TO BE REMOVED c� -� - - - - - PROPOSED DEVELOPMENT PROPOSED 1.5" PAVEMENT SURFACE MILLING r PROPOSED PAVEMENT REMOVAL CP 93.19'-24RCP l0 0.8X N 0 SANS FO .100 PROTECT EXISTING FIBER OPTIC CABLE (TYP) PROTECT EXISTING 6" SANITARY FORCE MAIN S, N/TOP1 RCP INV FO SHivFO� VolIAN Eg NOTES 1. ALL STATIONS AND OFFSETS ARE BASED ON BASELINE "T" UNLESS OTHERWISE NOTED. 2. REFER TO "PROJECT NOTES" SHEET FOR DEMOLITION NOTES. 3. REFER TO "GRADING & DRAINAGE" SHEETS FOR INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO BEGINNING GROUND DISTURBANCE. 4. SAW CUT NEAT VERTICAL FACE (NO PAY ITEM). 5. PRIOR TO REMOVAL OF EXISTING FENCE AND GATES, THE CONTRACTOR SHALL INSTALL PROPOSED PERIMETER FENCE AND GATES AS SHOWN ON THE "GEOMETRIC LAYOUT" SHEET. �W W GAS GASB �W '__ GAS GAS 30 0 30 60 Fn FO -FG- FO FO SCALE: 1"=30' FEET 3400 CONSTRUCT NEW TERMINAL BUILDING SITE WORK DOAV NO. JOB NO. CS -0059-29 (DESIGN) 17046 DEMOLITION PLAN DRAWN BY: MJH SHEET PHASE 2 B DESIGNED BY: TJS/TLB OF )igitally signed by Tyler L Bailey WINCHESTER REGIONAL AIRPORT SCALE: DATE: 40 ate: 2020.06.2315:18:36-04'00' V - 30 JUNE 2020 J D 0 Q J 0 0 0 Z it 0 1 27+50 1. 1 .1 .1 ► 1 300' LT j 1 1. 1 ► 1 \ 1 .1 j 1 EXISTING GAS EASEMENT 1 ► 1� j ► j 1 j 1 STA 27+24±, 225'± LT \ 1 1 1 1 .1 1 1 1 •1 1 1 ► 1 1 ► 1 .1 �1 1 1 .1 \150' 1 1 j 1 ► j ► 1 1 .1 1 j \ j 1 1 0 \ 1 ► .1 ► 1 1 .1 .1 j ► •1 ► 1 1 .1 ► \ 9C STA 27+55±, 189'± LT 1 .1 .1 .1 .1 j .1 •1 .1 .1 .1 .1 1 5' (TYP) .1 .1 .1 1 .1 .1 .1 1 .1 .1 .1 NUMBER RADIUS (FT) RADIUS POINT STA/OFFSET 1 .1 .1 .1 1 .1 .1 5.00 .1 1 .1 .1 .1 1 STA 27+77±, 76.5'± LT CURVE DATA TABLE NUMBER RADIUS (FT) RADIUS POINT STA/OFFSET C1 5.00 STA 30+79.50, 67.00' LT C2 5.00 STA 31+13.50, 67.00' LT C3 5.00 STA 30+79.50, 15.00' RT C4 5.00 STA 31 +13.50, 15.00' RT C5 25.00 STA 30+37.97, 60.00' RT C6 5.00 STA 30+17.97, 67.41' RT C7 40.00 STA 30+36.31, 108.50' RT C8 25.00 STA 30+38.46, 108.50' RT C9 5.00 STA 30+44.00, 88.50' RT C10 5.00 STA 30+79.50, 63.50' RT C11 5.00 STA 30+79.50, 40.00' RT C12 5.00 STA 31+13.50, 40.00' RT C13 5.00 STA 31+13.50, 63.50' RT C14 5.00 STA 31+16.00, 63.50' RT C15 5.00 STA 32+17.00, 63.50' RT C16 5.00 STA 32+41.00, 63.50' RT C17 50.00 STA 31+38.40, 30.00' LT C18 50.00 STA 31+84.00, 59.00' RT C19 50.00 STA 32+74.00, 59.00' RT C20 50.00 STA 33+19.60, 30.00' LT C21 5.00 STA 33+42.00, 63.50' RT C22 5.00 STA 33+44.50, 63.50' RT C23 5.00 STA 33+44.50, 40.00' RT C24 5.00 STA 33+78.50, 40.00' RT C25 5.00 STA 33+78.50, 63.50' RT C26 5.00 STA 33+78.00, 88.50' RT C27 25.00 STA 34+35.85, 108.50' RT C28 5.00 STA 34+58.58, 63.50' RT C29 25.00 STA 34+38.69, 60.00' RT C30 5.00 STA 34+59.15, 15.00' RT C31 197± STA 36+87.04, 51.73' RT C32 30± STA 35+27.49, 137.79' RT R1 200.00 STA 32+75.16, 174.52' LT R2 200.00 STA 28+84.50, 87.35' LT R3 200.00 STA 33+01.72, 160.09' LT R4 200.00 STA 29+08.50, 87.35' LT S1 5.00 STA 32+19.50, 38.00' RT S2 5.00 STA 32+38.50, 38.00' RT X Q LNO.�< REVISIONS C 29+00 - i - STA 30+13.57, 19.51' RT PROPOSED 4" CURB. SEE "COMBINATION 4" CURB AND GUTTER" DETAIL STA 29+86.57, 19.52' RT 1 .1 1 .1 .1 .1 .1 .1 j STA 29+87±,109'± RT .1 j NOTE 6 .1 .1 .1 150' K j .1 1 .1 .1 .1 .1 .1 .1 .1 j STA 29+80±, 207'± RT .1 .1 1 \ j BY APP. DATE NOTE 6 3544 North Progress Avenue, Suite 200 Harrisburg, Pennsylvania 17110 phone: (717) 652-8700 # fax: (717) 652-8371 www.deItaairport.com 31+50 NOTE 6 STA 30+75±, 171'± LT 15' (TYP) e v 5' (TYP) v v STA 31+01±,171'± LT L� C? NOTE 6 STA 34+64.12, 35.33' LT STA 33+94.00, 20.00' RT C30 STA 33+94.00, 35.00' RT C29 STA 30+84.50, 51.75' RT STA 31+21.00, 48.50' RT J I H i i+ i/.UU, 425.5U K I J STA 33+73.50, 51.75' RT C13 UC6C7C10J. C14i C15 C16 C25 C8 C9 STA 30+49.00, 112.50' RT STA 30+13±,109'± RT - STA 30+25±, 203'± RT 31+50 32+00 "'ww'44i SNI DELTA AIRPORT co NSULTANTS, INC. C26 C27 STA 33+73.00, 112.50' RT STA 34+58.39, 145.75' RT STA 34+57±,155'± RT - AIRPORT ROAD ROUTE 645 (VARIABLE WIDTH R/w) 33+50 TH OF L t 4O fir' UCN4 �.ATI�Yy Lic. No. 061939 .0 6/25�9 x �0� Www 10NAL C28 NOTE 6 STA 35+42±, 61'± LT I STA 34+90.26, 35.33' LT 35+00 7�STA 35+00.00 N: 7099212.5562 E: 11582951.7318 300' LT SHEET INDEX LEGEND b� EXISTING SLIDING GATE PROPOSED SLIDING GATE Al FENCE GATE NUMBER 150' LT EXISTING FENCE PROPOSED FENCE - -LOD- LIMITS OF DISTURBANCE - - EXISTING AIRPORT PROPERTY LINE ------------- EXISTING GAS EASEMENT I• ° °° . PROPOSED CONCRETE (SIDEWALK & CURB) PROPOSED ROADWAY PAVEMENT - PHASE 1 PROPOSED 1.5" MILL AND OVERLAY - PHASE 1 PROPOSED ROADWAY PAVEMENT - PHASE 2 C31I I NOTES 30 0 30 60 SCALE: 1"=30' FEET 35+00 CONSTRUCT NEW TERMINAL BUILDING SITE WORK DOAV NO. JOB NO. CS -0059-29 (DESIGN) 17046 DRAWN BY: SHEET MJH GEOMETRIC LAYOUT 12 DESIGNED BY: OF ► TJS/TLB Digitally signed by Tyler L Bailey WINCHESTER REGIONAL AIRPORT SCALE: DATE: 4, O Date: 2020.06.23 15:20:58 04'00' 1 - 30 .LUNE 2020 1. ALL STATIONS AND OFFSETS GIVEN WITH STA 34+93.51, 92.45' RT RESPECT TO BASELINE "T" UNLESS OTHERWISE NOTED. 2. THE CONTRACTOR SHALL VERIFY BENCHMARK INFORMATION PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE IMMEDIATELY STA 34+96.25, 119.37' RT REPORTED TO THE ENGINEER. 3. ALL STATIONS AND OFFSETS ARE TO THE BOTTOM OF THE FACE OF CURB UNLESS OTHERWISE NOTED. C32 STA 35+04±, 155'± RT4. 150' RT ALL RADII ARE TO THE BOTTOM OF THE FACE OF CURB UNLESS OTHERWISE NOTED. 5. THE CONTRACTOR SHALL FIELD STAKE ALL EDGES OF PAVEMENT PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER. 6. REFER TO PAVEMENT TIE-IN DETAILS. 7. REFER TO SHEET 3 FOR BENCHMARK INFORMATION. 8. REFER TO SHEETS 36 & 37 FOR PARKING LAYOUT AND MARKING, SIGNAGE, AND ADA DETAILS 30 0 30 60 SCALE: 1"=30' FEET 35+00 CONSTRUCT NEW TERMINAL BUILDING SITE WORK DOAV NO. JOB NO. CS -0059-29 (DESIGN) 17046 DRAWN BY: SHEET MJH GEOMETRIC LAYOUT 12 DESIGNED BY: OF ► TJS/TLB Digitally signed by Tyler L Bailey WINCHESTER REGIONAL AIRPORT SCALE: DATE: 4, O Date: 2020.06.23 15:20:58 04'00' 1 - 30 .LUNE 2020 J O Q J 0) a CL 0 z_ ry 0 31-------- - - -------------- -- n ''5 00 \ OQ 01010 / J / / I / ( / / LOCATEAND SANITARY O EWER l I Ill / TIE PROPOSED \ \ \ TEMPORARY 18" CMP INTO \ c7 - STRUCTURE STRUCTURE E5 AT iff NOTE 4 rn \\O ELEVATION 707.75' 5 (NO SEPARATE PAY ITEM) GQ E6 �� I '� I I \ \ o RC -n V c + I I INSET b Ic 712.57 712.77 71 .0 O 0 I SHEET INDEX SII O i LOCATE AND PROTECTi E5 C \ NOTES EXISTING WATER MAIN / / / LEGEND - I - 30+p0- - - - / - cr 31+00 - - - - - - 32+00 / - - - - - -33+00 - - - BASELINE T - 344-00' - - D10 3 +00 I I C X 918.33 EXISTING SPOT ELEVATION 205. , / / , 711.89 711.84 711. o ^� + 905.44 PROPOSED SPOT ELEVATION c/) Qin I \ \ EXX EXISTING STRUCTURE NUMBER / / o STA 33+85.9±, 37.0'± RT Y PROPOSED STRUCTURE NUMBER CO / \� U STA 31+10±, 4,3.±� CAP AND PROTECT PIPE END FOR UTURE CON ECTION. 712.45 711.95i' 711. ❑ / / 1 715.84 716.4 CAP AND I PROTECT PIPE END FOR r- + I EXISTING DROP INLET / o NO SEPARATE PAY ITEM T O / \ FUTURFlGONNECTION. ) +. PROPOSED DROP INLET / I 1 715.58 + 715.47 + / / '` (NO SEPARATE PAY ITEM) + + 711.29 10.8 715.44 715.73 7 .34 / ®� 71t.9114.69 713.5 712.33 I � EXISTING FLARED END SECTION / 11 \ PROPOSED FLARED END SECTION I ' 1 O 715.4 Q 716.07 I I �G 715.98 ✓ ' 719,78 720.25 720.36 20.40 15" RCP d 103 04 I _ 0 102. '^ IL I o \ - EXISTING ENDWALL/HEADWALL/WINGWALL 719.64 72 21.7 25 720A0 2 .3 20.25 09 57 7 9.11 0 718.69 .44 718.09 Z � O \ 20 718.76 719.78 a I\ �� PROPOSED ENDWALL/HEADWALL/WINGWALL / I / 717.76 15.07 + 715.14 715.05 / 718.63 / 1 Lj 718.37 OJT 714.76 D206 7.6 - I I `5�1 8 42 O � 717.1811 6 + + 710.80 7 0.40T I �\\ \ Q EXISTING STORM MANHOLE 717.00 716.6 716.1 D10 13.30 / r 0 PROPOSED STORM MANHOLE � 10.3 I/ \ 716.92 715.91 710.71 � \ \ / \ D20 715.4 717.26 \ / 716.77 715.73 °r° 711.76 710.78 T /I I \ C QS EXISTING SANITARY MANHOLE 714.7 3 + 719.32 + + 719.46 8.87 14 �� eco PROPOSED UNDERDRAIN CLEANOUT � .03 718.41 718.24 719.47 716. 16.77 / I � EXISTING FIRE HYDRANT \14.56 + 714.69 UQ 715.61 714.37 12 8 711.39 \ +710.31 0 .87 I' � 7 , / I I +714.55 715.06 715.61 716.04 717.02y" NOT) � 71 .89 +718.36 +718.72 +719-09 719 2+ + 719.23 + 718.95 + 718.45 + 717.95 + 717.45 + 716.95 + 716.43+ 716.07 + + I 710 21 70 •7 OO EXISTING WATER METER I I 715.9 7 5.30 714.1 D4 EXISTING WATER VALVE 8 .69 I s G 715.44 3 EXISTING SLIDING GATE 714.6 715.43 D105 7 1.0 I 709. U NOTE 5 I 1 3p2 ~ -o- EXISTING ROADWAY SIGN I OA TYP I 709. 30 o ( ) ocP I ; 714.16 714.14 713.91 / . - ^� i 710 50 709'99 ay°oo EXISTING POLE (LIGHTED) \ 1 C� o PROPOSED ROCK CHECK DAM / 715.3 4. 9 710 �9 0 J 08 $ R P - I I \ - PROPOSED CULVERT INLET PROTECTION 209\\ 18" RCPRC ' f i �R P�OTOEC ON ® PROPOSED INLET PROTECTION 10.43 \ I o - - - , - _ z- - > D1 6 / / + 71 09 709.56 CLASS Al EXISTING STORM DRAIN / I - - 12.5' x 10', 14 SY / I ` - \ \ \ 18= - _ - o QO�� _(3 PROPOSED STORM DRAIN FO EXISTING DITCH --70 �� 710.73 + - \ &' "PROTECT0- 710.37 1709.1 \ \ PROPOSED DITCH 50' T \ - - - SANITARY VALVE \ / I \ _ - FO J �50 UGE EXISTING UNDERGROUND ELECTRICAL LINE / I / 13` _ _ _ /CIAFO�L EXISTING FENCE 3 / / \ / \ \ - F SAN FO - \ 0 SAN SAN / / - NOTE 4 �` SF PROPOSED SILT FENCE -741- - - - - - _ / F - - ` SAN - - ^ �' -' - / - J FO- EXISTING FIBER OPTIC LINE -�1� - - - - FO ` FOOJI SAN FO - - - - - - - - - y�� \ GAS- EXISTING GAS LINE / \ - ------ SAN FO ---' \ --- FO SAN FO FO $AN FO - - - - --� i - -LOD- LIMITS OF DISTURBANCE / 7 \ \ - - - F� - - - FO FO SAN SAN - - - - - i - -�Jl� LOCATE AND PROTECT ALL / EXISTING AIRPORT PROPERTY LINE FO FO FO ��AJ�L - - FO _ _ _-,ate- - --> - - - - _ _ EXISTING UTILITIES BELOW \ SAN - - �0- - � FO - - - - - tet- �O�`'- � - - NEW PAVEMENT SAN EXISTING SANITARY SEWER LINE SAN FO Ji��- \ - _ \ S N FO- - - - - - - - - - _ - �� �� 80� _ _ PROTECT EXISTING FIBER - - - / �PRD�ECT EXISTING SIGN W/ EXISTING WATER LINE FO f �(},��-� OPTIC CABLE (TYP) PROPOSED CONCRETE cJAN FO �F� 1 FO - - _ _ ' o o / I (SIDEWALK & DRY GUTTER) FO ��QB'-� � / PROPOSED ST'D CG -6 WET CONCRETE AIRPORT ROAD ` - - _ / CURB & GUTTER 31-50 - ` - - \ ROUTE 645 j / 35+00 I PROPOSED ROADWAY PAVEMENT , - �- ��O \ - - _ NOTE 4 \ 1 32+00 (VARIABLE WIDTH R/W / / I �� PROPOSED 1.5" MILL AND OVERLAY -- INSET cm STRUCTURE SUMMARY D105 VDOT STD CURB INLET DI -3A D206 VDOT STD DROP INLET DI -7 D301 VDOT COMBINATION CURB DROP INLET DI -2C PIPE SUMMARY D206 -D207 16 LF 15" RCP, CLASS III / RIPRAP o SLOT LENGTH = 2'-6" WITH TYPE A -I GRATE SLOT LENGTH = 6' SYMMETRICAL @ SLOPE = 1.00% / DIVERT WAIFFR ROUGH EXISTING CHANNEL DURIN�� E D101 VDOT STD DROP INLET DI -7B CURB INV = 712.09 GRATE ELEV = 715.30 CURB INV = 709.41 E5 -D101 32 LF 18" SLCPP / - - - - IN6IAL6A;rION (NO SEPARATE PAY ITEM). AFTE131oOMPLETION OF PIPE i WITH TYPE A-1 GRATE 18" INV IN (D104) = 706.38 15" INV IN (D205) = 711.17 18" INV OUT (D302) = 705.00 @ SLOPE = 0.47% D207 -D208 64 LF 18" RCP, CLASS III f / o INSTALLATION ROUTE FLOW THROUGH D¢�D402 AND COMPLEX__ 2 GRATE ELEV = 711.00 18" INV OUT (D106) = 706.28 15" INV OUT (D207) = 711.07 STA 34+97±, 104'± RT (BL "T") @ SLOPE = 1.00% _ o - - EMBANKMENT. AFTER COMPLETIONO� MBANKMENT INSTALL _t r STABILIZATION MATTING, ITEM R-606, ON DISTURBE6 0 18" INV IN (E5) = 707.60 STA 34+34+, 85'+ RT (BL "T") STA 30+23+, 55'+ RT (BL "T") D101 -D103 40 LF 18" RCP, CLASS III - - - i i- 18" INV OUT (D103) = 707.50 D302 VDOT STD DOUBLE PIPE END WALL EW-6PC @ SLOPE = 1.00% o - o o RtPRAP� s}iOW D208 -D209 320 LF 18 RCP, CLASS III��/ STA 34+44±, 0'± LT (BL "T") D106 VDOT STD DROP INLET DI -7B D207 VDOT STD CURB INLET DI -3B PRO. 18" INV OUT = 701.93 (D301) @SLOPE = 1.00% - - / - - OD WITH TYPE A-1 GRATE SLOT LENGTH = 4' LEFT EX. 24" INV OUT = 701.93 (D106) D102.1 -D103 48 LF 15" RCP, CLASS III - - - - _ - ���-�j-i o, / / !I \ / NOTES bi D102.1 15" RCP END CAP 60" DIA RISER CURB INV = 714.66 STA 35+18±,105'± RT (BL "T") @ SLOPE = 5.00% D209 -D106 56 LF 18" RCP, CLASS III - _ - - - - gD - - o o / ' \ 1. ALL STATIONS AND OFFSETS ARE BASED ON 0 15" RCP INV = 712.37 GRATE ELEV = 709.19 15" INV IN (D206) = 710.91 @ SLOPE = 1.25% BASELINE "T" UNLESS OTHERWISE NOTED. STA 33+85.9±, 37.0'± RT 18" INV IN (D209) = 705.74 18" INV OUT (D208) = 710.81 D401 VDOT STD DOUBLE PIPE END WALL EW-6PC D103 -D104 16 LF 18" RCP, CLASS III - - _ - - 0 0 0 \ 2 ELEVATIONS FOR CURB AND GUTTER GIVEN AT 0 18" INV IN (D105) = 705.56 STA 30+15±, 66'± RT (BL "T") 15" DOUBLE INV IN = 700.25± @ SLOPE = 1.00% D301 -D302 24 LF 15" RCP, CLASS III 2 D103 VDOT STD CURB INLET DI -3A 18" INV IN (E13) = 703.19 STA 36+38±, 85'± RT (BL "T") @ SLOPE = 12.79% - - - - o 0 0 - 15RCP (� BOTTOM FACE OF CURB UNLESS OTHERWISE Q SLOT LENGTH = 2'6" 24" INV OUT (E1) = 702.73 D208 VDOT STD CURB INLET DI -3B D104 -D105 36 LF 18" RCP, CLASS III o o - o - - NOTED. CL CURB INV = 712.83 STA 34+25±,116'± RT (BL "T") SLOT LENGTH = 6' LEFT D402 VDOT STD DOUBLE PIPE END WALL EW-6PC @ SLOPE = 1.00% D401 -D402 32 LF 15" DOUBLE RCP, CLASS III - - o - 3. REFER TO SHEET 27 FOR UTILITY LAYOUT AND 7 18" INV IN D101 = 707.10 CURB INV = 715.23 15" DOUBLE INV OUT = 699.95+ _ W W D4015 70 .1. o - - - -'/ / NOTES. ( ) _ @SLOPE 0.1 /° o j 15" INV IN (D102) = 708.37 D203.1 15" RCP END CAP 18" INV IN (D207) = 710.17 STA 36+68±, 80'± RT (BL "T") D105 -D106 36 LF 18" RCP, CLASS III GAS / = o o - _ _ I �- - - / / / / 4. MATCH EXISTING PAVEMENT EDGE. SEE 3 18" INV OUT (D104) = 707.00 15" RCP INV = 710.80 15" INV IN (D203) = 709.84 @ SLOPE = 2.00% / o - / / / "PAVEMENT TIE IN DETAIL". o STA 34+34±, 37'± RT (BL "T") STA 31+10±, 43'± RT 18" INV OUT (D209) = 709.74 E5 EXISTING CURB INLET *THE VDOT STD DI -7 TOP TEMPORARILY INSTALLED / _ - - _ 5. TRANSITION FROM DRY TO WET GUTTER. Q STA 30+51±, 114'± RT (BL "T") EX 15" RCP INV IN =705.69 (E6) D203.1 -D208 96 LF 15" RCP, CLASS III ON STRUCTURE D205.1 IS TO BE SALVAGED AND / FO - - - 36+50 0 o O / " / / 6. MATCH EXISTING TOP OF GUTTER INVERT. E D104 VDOT STD DROP INLET DI -7 D205.1 VDOT STD DROP INLET DI -7* EX 15" RCP INV IN =705.53 (E8) @ SLOPE = 1.00% REUSED FOR PERMANENT INSTALLATION ON 0 6, WITH TYPE A -I GRATE WITH TYPE A -I GRATE D209 VDOT STD CURB INLET DI -36B PRO 15" CMP INV OUT =707.75 (D101) STRUCTURE D204. STRUCTURE D205.1 IS THEN TO 9 GRATE ELEV = 712.80 GRATE ELEV = 715.50 SLOT LENGTH = 6' RIGHT STA 34+23±, 19'± LT (BL "T") D205.1 -D206 64 LF 15" RCP, CLASS III BE RAISED TO THE FINAL DESIGN ELEVATION FOR - - - - / / J / / / 20 0 20 40 18' INV IN (D103) = 706.84 15" INV OUT (D206) = 712.45 CURB INV = 714.92 @ SLOPE = 2.00% STRUCTURE D205 AND THE VDOT STD CURB INLET 18" INV OUT (D105) = 706.74 STA 30+63±, 8'± RT (BL "T") 18" INV IN (D208) = 706.54 TOP INSTALLED. - - _ � Go l STA 34+34±, 52'± RT (BL "T") 18" INV OUT (D106) = 706.44 _ _ -UGL _QO�� _ J / SCALE: 1"=20' FEET X STA 33+71±, 114'± RT (BL "T") 33+50 _QO�� HUGE UGE UGT a/ 0 0 DOAV NO. JOB NO. PLTx of Lr CONSTRUCT NEW TERMINAL BUILDING SITE WORK CS -0059-29 (DESIGN) 17046 3544 North Pro ress Avenue Suite 200 4 3 g iDELTA IRPO DRAWN BY: SHEET Harrisburg, Pennsylvania 17110 o A GRADING &DRAINAGE MJH13 QLic. No. 06939 DESIGNED BY: PHASE 1 OF phone: (717) 652-8700 fax: (717) 652-8371 CONSUL TAN TS, www.deItaaIrport.cam INC.°� Www �S G� SCALE: DATE: O L SIONAL Digitally signed by Tyler LBailey WINCHESTER REGIONAL AIRPORT , _ 20 JUNE 2020 � NO. REVISIONS BY Ill APP. DATE Date: 2020.06.2315:22:36-04'00' 720.21 720.35 71951 719.61 71850 71887 O � 717.1811 6 + + 710.80 7 0.40T I �\\ \ Q EXISTING STORM MANHOLE 717.00 716.6 716.1 D10 13.30 / r 0 PROPOSED STORM MANHOLE � 10.3 I/ \ 716.92 715.91 710.71 � \ \ / \ D20 715.4 717.26 \ / 716.77 715.73 °r° 711.76 710.78 T /I I \ C QS EXISTING SANITARY MANHOLE 714.7 3 + 719.32 + + 719.46 8.87 14 �� eco PROPOSED UNDERDRAIN CLEANOUT � .03 718.41 718.24 719.47 716. 16.77 / I � EXISTING FIRE HYDRANT \14.56 + 714.69 UQ 715.61 714.37 12 8 711.39 \ +710.31 0 .87 I' � 7 , / I I +714.55 715.06 715.61 716.04 717.02y" NOT) � 71 .89 +718.36 +718.72 +719-09 719 2+ + 719.23 + 718.95 + 718.45 + 717.95 + 717.45 + 716.95 + 716.43+ 716.07 + + I 710 21 70 •7 OO EXISTING WATER METER I I 715.9 7 5.30 714.1 D4 EXISTING WATER VALVE 8 .69 I s G 715.44 3 EXISTING SLIDING GATE 714.6 715.43 D105 7 1.0 I 709. U NOTE 5 I 1 3p2 ~ -o- EXISTING ROADWAY SIGN I OA TYP I 709. 30 o ( ) ocP I ; 714.16 714.14 713.91 / . - ^� i 710 50 709'99 ay°oo EXISTING POLE (LIGHTED) \ 1 C� o PROPOSED ROCK CHECK DAM / 715.3 4. 9 710 �9 0 J 08 $ R P - I I \ - PROPOSED CULVERT INLET PROTECTION 209\\ 18" RCPRC ' f i �R P�OTOEC ON ® PROPOSED INLET PROTECTION 10.43 \ I o - - - , - _ z- - > D1 6 / / + 71 09 709.56 CLASS Al EXISTING STORM DRAIN / I - - 12.5' x 10', 14 SY / I ` - \ \ \ 18= - _ - o QO�� _(3 PROPOSED STORM DRAIN FO EXISTING DITCH --70 �� 710.73 + - \ &' "PROTECT0- 710.37 1709.1 \ \ PROPOSED DITCH 50' T \ - - - SANITARY VALVE \ / I \ _ - FO J �50 UGE EXISTING UNDERGROUND ELECTRICAL LINE / I / 13` _ _ _ /CIAFO�L EXISTING FENCE 3 / / \ / \ \ - F SAN FO - \ 0 SAN SAN / / - NOTE 4 �` SF PROPOSED SILT FENCE -741- - - - - - _ / F - - ` SAN - - ^ �' -' - / - J FO- EXISTING FIBER OPTIC LINE -�1� - - - - FO ` FOOJI SAN FO - - - - - - - - - y�� \ GAS- EXISTING GAS LINE / \ - ------ SAN FO ---' \ --- FO SAN FO FO $AN FO - - - - --� i - -LOD- LIMITS OF DISTURBANCE / 7 \ \ - - - F� - - - FO FO SAN SAN - - - - - i - -�Jl� LOCATE AND PROTECT ALL / EXISTING AIRPORT PROPERTY LINE FO FO FO ��AJ�L - - FO _ _ _-,ate- - --> - - - - _ _ EXISTING UTILITIES BELOW \ SAN - - �0- - � FO - - - - - tet- �O�`'- � - - NEW PAVEMENT SAN EXISTING SANITARY SEWER LINE SAN FO Ji��- \ - _ \ S N FO- - - - - - - - - - _ - �� �� 80� _ _ PROTECT EXISTING FIBER - - - / �PRD�ECT EXISTING SIGN W/ EXISTING WATER LINE FO f �(},��-� OPTIC CABLE (TYP) PROPOSED CONCRETE cJAN FO �F� 1 FO - - _ _ ' o o / I (SIDEWALK & DRY GUTTER) FO ��QB'-� � / PROPOSED ST'D CG -6 WET CONCRETE AIRPORT ROAD ` - - _ / CURB & GUTTER 31-50 - ` - - \ ROUTE 645 j / 35+00 I PROPOSED ROADWAY PAVEMENT , - �- ��O \ - - _ NOTE 4 \ 1 32+00 (VARIABLE WIDTH R/W / / I �� PROPOSED 1.5" MILL AND OVERLAY -- INSET cm STRUCTURE SUMMARY D105 VDOT STD CURB INLET DI -3A D206 VDOT STD DROP INLET DI -7 D301 VDOT COMBINATION CURB DROP INLET DI -2C PIPE SUMMARY D206 -D207 16 LF 15" RCP, CLASS III / RIPRAP o SLOT LENGTH = 2'-6" WITH TYPE A -I GRATE SLOT LENGTH = 6' SYMMETRICAL @ SLOPE = 1.00% / DIVERT WAIFFR ROUGH EXISTING CHANNEL DURIN�� E D101 VDOT STD DROP INLET DI -7B CURB INV = 712.09 GRATE ELEV = 715.30 CURB INV = 709.41 E5 -D101 32 LF 18" SLCPP / - - - - IN6IAL6A;rION (NO SEPARATE PAY ITEM). AFTE131oOMPLETION OF PIPE i WITH TYPE A-1 GRATE 18" INV IN (D104) = 706.38 15" INV IN (D205) = 711.17 18" INV OUT (D302) = 705.00 @ SLOPE = 0.47% D207 -D208 64 LF 18" RCP, CLASS III f / o INSTALLATION ROUTE FLOW THROUGH D¢�D402 AND COMPLEX__ 2 GRATE ELEV = 711.00 18" INV OUT (D106) = 706.28 15" INV OUT (D207) = 711.07 STA 34+97±, 104'± RT (BL "T") @ SLOPE = 1.00% _ o - - EMBANKMENT. AFTER COMPLETIONO� MBANKMENT INSTALL _t r STABILIZATION MATTING, ITEM R-606, ON DISTURBE6 0 18" INV IN (E5) = 707.60 STA 34+34+, 85'+ RT (BL "T") STA 30+23+, 55'+ RT (BL "T") D101 -D103 40 LF 18" RCP, CLASS III - - - i i- 18" INV OUT (D103) = 707.50 D302 VDOT STD DOUBLE PIPE END WALL EW-6PC @ SLOPE = 1.00% o - o o RtPRAP� s}iOW D208 -D209 320 LF 18 RCP, CLASS III��/ STA 34+44±, 0'± LT (BL "T") D106 VDOT STD DROP INLET DI -7B D207 VDOT STD CURB INLET DI -3B PRO. 18" INV OUT = 701.93 (D301) @SLOPE = 1.00% - - / - - OD WITH TYPE A-1 GRATE SLOT LENGTH = 4' LEFT EX. 24" INV OUT = 701.93 (D106) D102.1 -D103 48 LF 15" RCP, CLASS III - - - - _ - ���-�j-i o, / / !I \ / NOTES bi D102.1 15" RCP END CAP 60" DIA RISER CURB INV = 714.66 STA 35+18±,105'± RT (BL "T") @ SLOPE = 5.00% D209 -D106 56 LF 18" RCP, CLASS III - _ - - - - gD - - o o / ' \ 1. ALL STATIONS AND OFFSETS ARE BASED ON 0 15" RCP INV = 712.37 GRATE ELEV = 709.19 15" INV IN (D206) = 710.91 @ SLOPE = 1.25% BASELINE "T" UNLESS OTHERWISE NOTED. STA 33+85.9±, 37.0'± RT 18" INV IN (D209) = 705.74 18" INV OUT (D208) = 710.81 D401 VDOT STD DOUBLE PIPE END WALL EW-6PC D103 -D104 16 LF 18" RCP, CLASS III - - _ - - 0 0 0 \ 2 ELEVATIONS FOR CURB AND GUTTER GIVEN AT 0 18" INV IN (D105) = 705.56 STA 30+15±, 66'± RT (BL "T") 15" DOUBLE INV IN = 700.25± @ SLOPE = 1.00% D301 -D302 24 LF 15" RCP, CLASS III 2 D103 VDOT STD CURB INLET DI -3A 18" INV IN (E13) = 703.19 STA 36+38±, 85'± RT (BL "T") @ SLOPE = 12.79% - - - - o 0 0 - 15RCP (� BOTTOM FACE OF CURB UNLESS OTHERWISE Q SLOT LENGTH = 2'6" 24" INV OUT (E1) = 702.73 D208 VDOT STD CURB INLET DI -3B D104 -D105 36 LF 18" RCP, CLASS III o o - o - - NOTED. CL CURB INV = 712.83 STA 34+25±,116'± RT (BL "T") SLOT LENGTH = 6' LEFT D402 VDOT STD DOUBLE PIPE END WALL EW-6PC @ SLOPE = 1.00% D401 -D402 32 LF 15" DOUBLE RCP, CLASS III - - o - 3. REFER TO SHEET 27 FOR UTILITY LAYOUT AND 7 18" INV IN D101 = 707.10 CURB INV = 715.23 15" DOUBLE INV OUT = 699.95+ _ W W D4015 70 .1. o - - - -'/ / NOTES. ( ) _ @SLOPE 0.1 /° o j 15" INV IN (D102) = 708.37 D203.1 15" RCP END CAP 18" INV IN (D207) = 710.17 STA 36+68±, 80'± RT (BL "T") D105 -D106 36 LF 18" RCP, CLASS III GAS / = o o - _ _ I �- - - / / / / 4. MATCH EXISTING PAVEMENT EDGE. SEE 3 18" INV OUT (D104) = 707.00 15" RCP INV = 710.80 15" INV IN (D203) = 709.84 @ SLOPE = 2.00% / o - / / / "PAVEMENT TIE IN DETAIL". o STA 34+34±, 37'± RT (BL "T") STA 31+10±, 43'± RT 18" INV OUT (D209) = 709.74 E5 EXISTING CURB INLET *THE VDOT STD DI -7 TOP TEMPORARILY INSTALLED / _ - - _ 5. TRANSITION FROM DRY TO WET GUTTER. Q STA 30+51±, 114'± RT (BL "T") EX 15" RCP INV IN =705.69 (E6) D203.1 -D208 96 LF 15" RCP, CLASS III ON STRUCTURE D205.1 IS TO BE SALVAGED AND / FO - - - 36+50 0 o O / " / / 6. MATCH EXISTING TOP OF GUTTER INVERT. E D104 VDOT STD DROP INLET DI -7 D205.1 VDOT STD DROP INLET DI -7* EX 15" RCP INV IN =705.53 (E8) @ SLOPE = 1.00% REUSED FOR PERMANENT INSTALLATION ON 0 6, WITH TYPE A -I GRATE WITH TYPE A -I GRATE D209 VDOT STD CURB INLET DI -36B PRO 15" CMP INV OUT =707.75 (D101) STRUCTURE D204. STRUCTURE D205.1 IS THEN TO 9 GRATE ELEV = 712.80 GRATE ELEV = 715.50 SLOT LENGTH = 6' RIGHT STA 34+23±, 19'± LT (BL "T") D205.1 -D206 64 LF 15" RCP, CLASS III BE RAISED TO THE FINAL DESIGN ELEVATION FOR - - - - / / J / / / 20 0 20 40 18' INV IN (D103) = 706.84 15" INV OUT (D206) = 712.45 CURB INV = 714.92 @ SLOPE = 2.00% STRUCTURE D205 AND THE VDOT STD CURB INLET 18" INV OUT (D105) = 706.74 STA 30+63±, 8'± RT (BL "T") 18" INV IN (D208) = 706.54 TOP INSTALLED. - - _ � Go l STA 34+34±, 52'± RT (BL "T") 18" INV OUT (D106) = 706.44 _ _ -UGL _QO�� _ J / SCALE: 1"=20' FEET X STA 33+71±, 114'± RT (BL "T") 33+50 _QO�� HUGE UGE UGT a/ 0 0 DOAV NO. JOB NO. PLTx of Lr CONSTRUCT NEW TERMINAL BUILDING SITE WORK CS -0059-29 (DESIGN) 17046 3544 North Pro ress Avenue Suite 200 4 3 g iDELTA IRPO DRAWN BY: SHEET Harrisburg, Pennsylvania 17110 o A GRADING &DRAINAGE MJH13 QLic. No. 06939 DESIGNED BY: PHASE 1 OF phone: (717) 652-8700 fax: (717) 652-8371 CONSUL TAN TS, www.deItaaIrport.cam INC.°� Www �S G� SCALE: DATE: O L SIONAL Digitally signed by Tyler LBailey WINCHESTER REGIONAL AIRPORT , _ 20 JUNE 2020 � NO. REVISIONS BY Ill APP. DATE Date: 2020.06.2315:22:36-04'00' J 0 3 N CL 0 z_ ry 0 STRUCTURE SUMMARY \ � \ PIPE SUMMARY 32 00 33 50 I \ 35-00 \ \ E10 -D201 74 LF 15" CMP I \ D201 VDOT STD DROP INLET DI -7 @ SLOPE = 0.50% \ \ \ WITH TYPE A -I GRATE \ GRATE ELEV = 719.90 D201 -D202 88 LF 15" RCP, CLASS III \ \ \ I \ 15" INV IN (E10) = 712.16 @ SLOPE = 0.75% 15" INV OUT (D202) = 712.06 \ STA 31+39±, 70'± LT (BL "T") D202 -D203 32 LF 15" RCP, CLASS III 300' LT \ \ I \ 300' LT @ SLOPE = 1.00% D202 VDOT STD DROP INLET DI -7 — —LOD— — WITH TYPE A -I GRATE D203 -D203.1 8 LF 15" RCP, CLASS III / \ GRATE ELEV = 720.00 @ SLOPE = 1.00% 15" INV IN (D201) = 711.40 15" INV OUT (D203) = 711.30 STA 31+39±,15'± RT (BL "T") / I ► ` \\ D203 VDOT STD CURB INLET DI-3BB— SLOT LENGTH = 4' LEFT I / 1 / / .T \ \ pv ' \\ \ \ �o O CURB INV = 718.81 15" INV IN (D202) = 710.98 15" INV OUT (D203.1) = 710.88 STA 31+15±, 37'± RT (BL "T") / D203.1 CAPPED 15" RCP SHEET INDEX 15" RCP INV = 710.80 STA 31+10±, 43'± RT \ \ LEGEND E10 EXISTING CURB INLET O�\\\ CURB INV = 718.60 I \ a/ I , \ � \\ / X 918.33 EXISTING SPOT ELEVATION 15" RCP INV IN = 709.94 (E11) 0® /� \ / + 905.44 PROPOSED SPOT ELEVATION 15" RCP INV OUT = 709.73 (E8 -DEMO) - \ \ \�O \ / 15" CMP INV OUT = 712.53 (D201) \I ` O \ 1 / STA 32+07±,103'± LT (BL "T") \ — \ \ i I G UGE UGE EXX EXISTING STRUCTURE NUMBER PROPOSED STRUCTURE NUMBER \ 11 EXISTING DROP INLET / GENERAL \ A VIA TION \ \ AGE \ PROPOSED DROP INLET 31 50 c \ TERM/NAL \ UGE UG�GE I I \ E EXISTING FLARED END SECTION \ I\ I BUILDING \ I I PROPOSED FLARED END SECTION O � I/ \ FF= 720.25 div \ / \ I l \ \ / / o �% EXISTING ENDWALL/HEADWALL/WINGWALL I 1 \ PROPOSED ENDWALL/HEADWALL/WINGWALL I I EXISTING STORM MANHOLE 01D� PROPOSED STORM MANHOLE r I ( I I Q EXISTING SANITARY MANHOLE 01D / I I✓ \ \ I / ` /'�I \ / 01 I I I I I 1 ` 0 c PROPOSED UNDERDRAIN CLEANOUT 150' �T I I /gy/ \ \ I `� ) \ / / / I II I 1 1 110' LT \ EXISTING FIRE HYDRANT OW EXISTING WATER METER \ /� 0p EXISTING WATER VALVE EXISTING SLIDING GATE `pO EXISTING ROADWAY SIGN / EXISTING POLE (LIGHTED) TIE PROPOSED �`s'' BLOCK EXISTING DRAINAGE INLET / / / \ \ \ WITH ROLLED ASPHALT CURB AND \ 1 \ _ PROPOSED ROCK CHECK DAM TEMPORARY 15 CMP INTO A DIRECT FLOW TO DRAINAGE / I / p / / STRUCTURE E10 AT STRUCTURE E10. SEE "ASPHALT / ��j 1 / \ PROPOSED CULVERT INLET PROTECTION 1 / v / / ELEVATION 712.53' CONCRETE CURB AND MEDIAN DETAIL." / / / / / I / \ I '/ / (NO SEPARATE PAY ITEM) — / / PROPOSED INLET PROTECTION /// I E10 EXISTING STORM DRAIN _ I / / / --_--------- _--------------- /--- ----- \� I I \ \ PROPOSED STORM DRAIN O i � — --P — — / OO � I \ \ \ EXISTING DITCH / — — f — \\ I \ PROPOSED DITCH 717 718 1 / / \ UGE EXISTING UNDERGROUND ELECTRICAL LINE 719 — — — / / ! — — I \ ` �L EXISTING FENCE p ( D2 1720�(, \ \ — � — — — — — — — — — — — — — — — \ \ \ ` SF PROPOSED SILT FENCE I II f �/ ❑ � � a � 1 FO — EXISTING FIBER OPTIC LINE -721— — — — — — — — — — — — — i — — — — — — — — — / / \ _ ��� I I I GAS— EXISTING GAS LINE \ \ / / / / / ��� \ \ O / I I `\ \ - —LOD- LIMITS OF DISTURBANCE / / \ \ - - EXISTING AIRPORT PROPERTY LINE / PROPOSED TERMINAL / / - _ / / \ \\ SAN EXISTING SANITARY SEWER LINE / LO \ F.F. = 721'± / E6 / H/- EXISTING WATER LINE I1� RCP I/ ��' / STONE CONSTRUCTION ENTRANCE O \ 4:1 E5 7d,% / J / co ti w m o 31+00 i i ti ti �I // / \\ BASELINE "T" I �� \ oI 39+00– – – – –– – – – – /-------32 00 — / ----- ---------+00 34+00 / D10 _ 35 00 Q I / 205. / + \ \ I \ 720 _ _ _ _ — —COI NOTES _ 719 ��� �_� — I I� 1. ALL STATIONS AND OFFSETS ARE BASED ON / / II �GQ -------------- -- -- 717 -- —__--_// / I I p c BASELINE"T" UNLESS OTHERWISE NOTED. a II ,�h ------ -------___----_-- ----- z / I I \ 2. ELEVATIONS FOR CURB AND GUTTER GIVEN AT 9 / / I / BOTTOM FACE OF CURB UNLESS OTHERWISE / Il __—_-- ---- --- ----_ ----- _ \ A / / I \ NOTED. OJ Q \ \ 3. REFER TO SHEET 27 FOR UTILITY LAYOUT AND \Q -G—_ �`� --- -- \ \ a 15" RCP a 103 NOTES. a II I R U / / \ + 20 r ----- I \ 3 4. MATCH EXISTING PAVEMENT EDGE. SEE i I / / \ \ \ \ Z I �6 \ 1 / I\` "PAVEMENT TIE IN DETAIL". D10 ( I I / / I / I / i \ \ 5. TRANSITION FROM DRY TO WET GUTTER. c 6. MATCH EXISTING TOP OF GUTTER INVERT. tt ' — D206 I 1 ` \ \ EXPOSE AND EXTEND CAPPED PIPE. / / 1 I / I \ \ IINSTALL r \ c I i / 00 20 0 20 40 ± 3 ZO / \ STA 4'RT COLLAR. 31+10 ` I 1 Q / / ;1 �I X31 50 \ Q \ (INCIDENTAL TO 15" RCP PAY ITEM) 32+00 / / / / 33 50 / / l r ' I 15+00 / SCALE: 1"=20' FEET 0 ' PLTx of CONSTRUCT NEW TERMINAL BUILDING SITE WORK DOAV NO. JOB NO. Lr CS -0059-29 (DESIGN) 17046 3544 North Progress Avenue Suite 200 � g i T4; DRAWN BY: SHEET Harrisburg, Pennsylvania 17110 DELTA o A-L-�v > GRADING & DRAINAGE - MJH14 Q Lic. No. 061939 DESIGNED BY: phone: (717) 652-8700 # fax: (717) 652-8371 6��/�� �� PHASE ZA TJS/TLB of Lwww . d e l t a a l r p o r t. c o m INC*CONSULTAN o� SSION ti� �� Digitally signed by Tyler LBailey WINCHESTER REGIONAL AIRPORT 40 ri , G` SCALE: DATE: NO. REVISIONS BY APP. DATE AL Date: 2020.062315:2431 04'00' V = 20' JUNE 2020 J Z) 0 3 m N CL 0 Z ry 0 STRUCTURE SUMMARY D102.1 15" RCP END CAP 15" RCP INV = 712.37 STA 33+85.9±, 37.0'± RT D102 VDOT STD CURB INLET DI -313 SLOT LENGTH = 4' RIGHT CURB INV = 717.07 15" INV OUT (D102.1) = 710.77 STA 33+43±, 37'± RT (BL "T") D103 VDOT STD CURB INLET DI -3A SLOT LENGTH = 2'-6" CURB INV = 712.83 18" INV IN (D101) = 707.10 15" INV IN (D102) = 708.37 18" INV OUT (D104) = 707.00 STA 34+34±, 37'± RT (BL "T") D204 VDOT STD DROP INLET DI -7* WITH TYPE A -I GRATE GRATE ELEV = 716.50 15" INV OUT (D205) = 712.91 STA 30+26±, 8'± RT (BL "T") D205 VDOT STD CURB INLET DI -3B* SLOT LENGTH = 4' RIGHT CURB INV = 718.83 15" INV IN (D204) = 712.55 15" INV OUT (D206) = 712.45 STA 30+63±, 8'± RT (BL "T") D205.1 VDOT STD DROP INLET DI -7* WITH TYPE A -I GRATE GRATE ELEV = 715.50 15" INV OUT (D206) = 712.45 STA 30+63±, 8'± RT (BL "T") PIPE SUMMARY D102.1 -D103 48 LF 15" RCP, CLASS III @ SLOPE = 5.00% D204 -D205 36 LF 15" RCP, CLASS III @ SLOPE = 1.00% 300' LT *THE VDOT STD DI -7 TOP TEMPORARILY INSTALLED ON STRUCTURE D205.1 IS TO BE SALVAGED AND REUSED FOR PERMANENT INSTALLATION ON STRUCTURE D204. STRUCTURE D205.1 IS THEN TO BE RAISED TO THE FINAL DESIGN ELEVATION FOR STRUCTURE D205 AND THE VDOT STD CURB INLET TOP INSTALLED. 11 31 \ \ 32-00 33 50 I \ 35-00 \ \ \ \ I 300' LT LOD- - 71923--.719.18 I /r ', \ '- \ o \ \ \ ��° SHEET INDEX 71922 719.17 LEGEND o• / 0,0 X 918.33 EXISTING SPOT ELEVATION 0 \ \ \ \ _ +905.44 PROPOSED SPOT ELEVATION 71915 719.10 `��// ®� \ <O�\ \\� I UGE HUGE EXX EXISTING STRUCTURE NUMBER PROPOSED STRUCTURE NUMBER EXISTING DROP INLET El PROPOSED DROP INLET UGE EXISTING FLARED END SECTION 71 .21 719.16 \ / - PROPOSED FLARED END SECTION EXISTING ENDWALL/HEADWALL/WINGWALL y PROPOSED ENDWALL/HEADWALL/WINGWALL OEM EXISTING STORM MANHOLE 1 ..20 719.15 \ / / ' PROPOSED STORM MANHOLE / / l ' J 1 I I I I I I / S EXISTING SANITARY MANHOLE r 1 eco PROPOSED UNDERDRAIN CLEANOUT 719.37 \ \ I I 9.49 71 .20 719.15 - I 1 �0' LT \ � EXISTING FIRE HYDRANT EXISTING WATER METER EXISTING WATER VALVE - - GRADE TO EXISTING EDGE \ \ \ \ \ EXISTING SLIDING GATE OF PAVEMENT (TYP) O \ \ \ EXISTING ROADWAY SIGN 719.63 719.41 -719.74 71 .46 / EXISTING POLE (LIGHTED) \ J I \ PROPOSED ROCK CHECK DAM PROPOSED CULVERT INLET PROTECTION PROPOSED INLET PROTECTION 719.88, Y _ - �� _ - _ _ - -L _ _ / ` I \ I I \ \ EXISTING STORM DRAIN �n-vio3n1aX:aoQ�T , \� rl II %IB OO/ JIII \ \ �• I I 1 1 g \ 20.00 7_1 \270 1 \ �- \/ 1 I\\ \ \\\' C� PROPOSED STORM D R A IN - - PROPOSED EDGE DRAIN/ U N DERD R A IN EXISTING DITCH -7 4 748- - - - PROPOSED DITCH 7989UGE EXISTING UNDERGROUND ELECTRICAL L IN E3 720.1 720.07 k720.37 �2�D2 1 EXISTING FENCE 6 SF PROPOSED SILT FENCE 72.6 -FO- - EXISTING FIBER OPTIC LINE 7 \ EXISTING GAS LINE + 720.03 -LOD- LIMITS OF DISTURBANCE TERMINAL EXISTING AIRPORT PROPERTY LINE F.F. = 721'± SAN EXISTING SANITARY SEWER LINE + 71 1 17 x W EXISTING WATER LINE . PROPOSED CONCRETE SIDEWALK & DRY GUTTER) + / O719.74 ,72 2 �_ OPOSED ST'D CG -6 WET CONCRETE CURB & GUTTER PROPOSED ROADWAY PAVEMENT PROPOSED 1.5" MILL AND OVERLAY BASELINE 1711 D1031+00 T 32-00 n+00 4+00 35 0b _ 719.12 719.61 NOTE 5 (TYP) 720.8 720.83 �9790-15 1 790- T 71 719.05 2 � 36 /71 a34 9 716.6719NOTES 78.84 1 716.02 � 82 r- I\ 1. ALL STATIONS AND OFFSETS ARE BASED ON 720.21 718.22+ NOTE/4 BASELINE "T" UNLESS OTHERWISE NOTED. W+718.78 +719.32 +719.67 +719.82 +719.94 +719.94 +719.67 + 717.05 +715.86 2. ELEVATIONS FOR CURB AND GUTTER GIVEN AT P) �- 719.15 716.51 BOTTOM FACE OF CURB UNLESS OTHERWISE 719.43 8.90 717.973. REFER TO SHEET 27 FOR UTILITY LAYOUT AND.RC77 15' RCP 010-3) CL 2 718.6 D102 NOTES.D203 15 716.69 715 0 z 4. MATCH EXISTING PAVEMENT EDGE. SEE �6 "PAVEMENT TIE IN DETAIL". D10 5. TRANSITION FROM DRY TO WET GUTTER. TIE INTO EXISTING NOTE 5 6. MATCH EXISTING TOP OF GUTTER INVERT. SIDEWALK AS OR ORDERED (TYP) NOTE 4 BY THE ENGINEER. 45/ 20 0 20 40 1N OTE 4 SCALE• 1"-20' FEET0OOJOJ® oJ NOTE oa 150T + / 719.37 71 719.62 o° 19.8g TRANSITION TOP OF CURB FLUSH TO co GUTTER OVER FINAL 6 FEET. (NO EPARATE PAY ITEM) 719.9 719.8 9. 0 o 19.42 o Ll 19.30 U3 719.13 PROPOSED 4" CURB SIEEIIIO "COMBINATION 4" CURB AND GUTTER" DETAIL2 30400 15" RCP 205 718.51 8.54 718.35 718.3 718.02718.1 _ 2 + +71 .78 7.87 CL (TY \J NOTE 4o_717.7J 717.9 2 CL �GQ c \ OJ - D206 I 20 i I / / ;I \31 50j Q \ \ 32+00 / / / 33T50 / I/ 5+00 0 NLTH of CONSTRUCT NEW TERMINAL BUILDING SITE WORK DOAV NO. JOB NO. Lr CS -0059-29 (DESIGN) 17046 3544 North Progress Avenue Suite 200 � g i 4O DRAWN BY: SHEET Harrisburg, Pennsylvania 17110 DELTA IRP T U I I L_o K L. to)A > GRADING & DRAINAGE MJH 15 Q Lic. No. 061939 DESIGNED BY: hone: 717 652-8700 fax: 717 652-8371 62� �� P HAS E 2 Bof P ( ) ( ) / / TJS/TLB www.deItaaIrport.cam CONSUL TAN TS, INC.�0��s� ���� SCALE: DATE: ZONAL Digitally signed by Tyler LBailey WINCHESTER REGIONAL AIRPORT _ 40 2 NO. REVISIONS BY APP. DATE 1 - 20 JUNE 2020 Date: 2020.06.23 15:25:02-04' 00' p O Q J OQ 3 0 r6 3 n C o n E cy L 6 V C V z d 71-00 // 72 5Q 74 00 \ \ \ Pol\ \ / / / / �5 11 wl) Q\� ✓ /// _—--_--- \\ \ \ /// I0) \ �\ l� f // / / / \ \ \ \ \ \ MINIMUM 10' SILT FEN E ( \ \ I I I 1/11 I 1 / STONE OUTLET IN LOW AREAS OF SILT FENCE A� ORDERED BY THE // /VNG�EER\1-- / oo \ \ \ \ 1 11 \ \ I 1 1 1 I 705 — 1 1 1 I \ \ o / / / \ �b \ 1II I / / / / ° ° // // // // \ \ 1 11 1 \ T +G� SHEET INDEX \ Gs+ +GS // / // 1 / / // Gs+ / / 1 'LT 1 / \� \ I I I \�` LEGEND 3 ✓/ // lo -1 // / 1 / �--� //// /\\ \ \ \ \ `704—� \ 300' LT X 918.33 EXISTING SPOT ELEVATION � � / / / / / / / / F/ / / / — p _ R,p \ \ \ \ � � � \ Gs+ \ I \\ loo, / / / D/ / / `3� / / — — — — \ \ J I \ EXX EXISTING STRUCTURE NUMBER / / MINIMUM / / r / / / 10'SI�,T-i'E 118E 696/ — — — — — — — — \ \ \ \ I \ ❑ EXISTINGDROPINLET \ \ / / / pgg .� / / / STONE OkYTLET IN LOW / / \ \ \ — — — \ I \ / / \ o EXISTING FLARED END SECTION I / / / / / / / \ / / / / AR \ / �� AS -SILT -FENCE AS -` - / / ._ / — \ \ \ / — — — — — \ \ \ \ \ \ \ �- \ / \ I \ "- --703 / / I Gs / / J �6g / / / I r ��/ / / / / / ORDERED BY THE / c J�� / / / / / / / — — \ \ \ \ / _ — — — \ \ \ \N \ \ \ I //�— \ \ \ I \ Gs+ � / 1 \ 'z / o �% EXISTING ENDWALL/HEADWALL/WINGWALL bc) J 'o" . c5'� `s / / --ENGINEER _ /'�� i� s/ r // //// // // / 1� / / / / / / / — \ \ \ \ \ \ \ \ I \ \ \ \ \ o EXISTING STORM MANHOLE / / / / / / / // 1p� / �/ / / // / // — / - 10� \ \ \ \ O� \ \ \ EXISTING SLIDING GATE "o. \ \ \ 1 I \ \ I II � �� \\ +Gs / /0 �/ // oQ// / / \ I I I \ \\ \ \I 1 \ o I 1 1 I I \ 1 r �p I / Al FENCE GATE NUMBER // // G/ _ �� / // PROPOSED ROCK CHECK DAM / /II / / / MINIMUM 10' SILT -,FENCE j / /SF / r / / / ! / / ' 1 1 1 I \ / / / / - STONE OUTLET IN_rOW / / / / / / / / / �1p6 / / / / / / / j -� / / / 1 I 1 I I I I I I 1 1 \ I I \ \ I PROPOSED CULVERT INLET PROTECTION / / j�°Q / / / / F AREAS OF SILT FENCE AS / / / / / /j / S / /.�p1 / / / / / / / / / / / / cp I I 1 I I \ \ I ® PROPOSED INLET PROTECTION / / ORDERED BY THE // X00 / SF / / / / /�p,�/ I I I 1 I / �g _�, // ENGINEER / / / / / / / / // // / / / �- /� . I I I I I I I I 1 1 \\ / J oo 1 � EXISTING STORM DRAIN // a,�� 1 1 1 I I 1 / I I I EXISTING DITCH /000l / //' /// /// / // // /// /// // I I I I I I I I I '' !\ \ I \ I / / I I I 1 EXISTING FENCE 6° / // /' // // // �/ / / / /l I I I I I 1 1 \ 1 I I /// I SF PROPOSED SILT FENCE j / // I LIMITS OF DISTURBANCE �✓ =LOD- EXISTING AIRPORT PROPERTY LINE -RPL EXISTING RUNWAY PROTECTION ZONE // / / / \\\ "o,// / / / / / \(cl /�%/�// / / / I 702\ — / // // / / °°� 1 LT/ l X / I I % ( \—�-- __— _�/ / / /// /��/�/ / `� /// �-_— — \\ 150' LT 10' / I \ —�—�— /// j / / / // // —_ / / L \ / \ 703 SF SFS � - _ CLOD —SF�SFp —SF 5� SF ��LO/ pI I �_------- ---�-- / _------ I U_ D I I I rn I `�—�___--- ►— _—_—'�— _-_-_---___7-- \ //-__-----""-- / �F�SF�SF�—LOD---- -�� —LOD \ — - _---_------ ____---�""" 5��f CLOD �� - - \ \ _ — — — \ SF SF LO _ — — — — — — — — - - 1 _ - / - / / __------� - ��- _ _-- Rr ROA — _ AIRPORT645— R/W) ��►-���_ — __-_-- (VARABLEWIDTH ��------- —__—�/ NOTE 1. ALL STATIONS AND OFFSETS ARE BASED ON — - - - - - - - / — — Ns. BASELINE "T" UNLESS OTHERWISE NOTED. RCP / , i 71 00 / _ — — — — _ — _ — — _ _ — 72+00 _ — _ — — _ — _73+0(--- / / \ 7` 00 \ \ \ \ 75+00 / I I 76+00 1 / _ �2� I / / / 20 0 20 40 SCALE: 1"=20' FEET �NLTH of Lr CONSTRUCT NEW TERMINAL BUILDING SITE WORK DOAV NO. CS -0059-29 (DESIGN) JOB NO. 17046 �1 3544 North Progress Avenue Suite 200 . g i ��DELTA IRPT�O � � Harrisburg, Pennsylvania 17110 o AlC�Y—`5 BORROW SITE GRADING DRAWN BY: MJH SHEET 16 Lic. No. 061939 phone: (717) 652-8700 � fax: (717) 652-8371 ,0 6/2�/�z� � www.deltaairport.com CONSULTANTS, INC. �o��SS �� ZONAL Digitally signed by Tyler DESIGNED BY: TJS/TLB OF 40 WINCHESTER REGIONAL AIRPORT SCALE: 1 = 20 DATE: JUNE 2020 NO. REVISIONS BY APP. DATE Date: 2020.06.23 15:26:45-04'00' J Mq f EROSION AND SEDIMENT CONTROL NARRATIVE AND NOTES: 1. PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT AT WINCHESTER REGIONAL AIRPORT IS TO CONSTRUCT THE NEW TERMINAL BUILDING AND ASSOCIATED SITE WORK. RUNOFF FROM ALL DISTURBED AREAS ASSOCIATED WITH THIS PROJECT SHALL BE INTERCEPTED BY SILT FENCE, INLET PROTECTION, OR OTHER SEDIMENT TRAPPING DEVICES. 2. EXISTING SITE CONDITIONS THE SITE IS AN AREA OF FLAT TO MODERATELY SLOPING TERRAIN, APPROXIMATELY 6.70 ACRES IN SIZE. UNDISTURBED AREAS OF THE SITE ARE EITHER PAVED OR COVERED WITH AVERAGE TO DENSE GRASS. 3. ADJACENT PROPERTY THE PROJECT SITE IS BORDERED BY AIRPORT ROAD TO THE SOUTH AND BUFFLICK ROAD TO THE WEST. THE SITE DRAINS TO THE SOUTH EAST WHERE IT OUTFALLS FROM AIRPORT PROPERTY UNDER AIRPORT ROAD. 4. SOILS THE 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 LOAMS, 8 TO 15 PERCENT SLOPES, HSG D 5. CRITICAL EROSION AREAS THE POTENTIALLY CRITICAL AREAS ARE THE PROPOSED OUTFALLS FROM THE PROJECT SITE. INLET PROTECTION AND SILT FENCE WILL BE USED TO PROTECT OFFSITE AREAS FROM SEDIMENT DEPOSITION. THE OTHER CRITICAL AREAS ARE THE PROPOSED FILL SLOPES ASSOCIATED WITH THIS PROJECT. WHEREVER GRADING IS NECESSARY, ADEQUATE PRECAUTIONS SHALL BE TAKEN TO MINIMIZE EROSION AND TRAP SEDIMENT ON-SITE. 6. EROSION AND SEDIMENT CONTROL MEASURES a. AIR, WATER, SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL LAWS. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH), LATEST EDITION. INSTALLING, MAINTAINING AND REMOVAL OF EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INCLUDED IN THE RESPECTIVE PAY ITEM FOR EROSION AND SEDIMENT CONTROL MEASURE. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLANS ARE CONSIDERED MINIMAL STEPS AND ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED, DEPENDING UPON THE FINAL CONSTRUCTION PHASING PROPOSED BY THE CONTRACTOR. NO SEPARATE PAYMENT WILL BE MADE FOR ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES FOUND NECESSARY UNDER THIS PROJECT DUE TO THE CONTRACTOR'S SEQUENCE OF WORK. b. PERMANENT OR TEMPORARY SOIL STABILIZATION MUST BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. SOIL STABILIZATION MUST ALSO BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS WHICH MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNWORKED) FOR LONGER THAN THIRTY (30) DAYS. SOIL STOCKPILES MUST BE STABILIZED OR PROTECTED WITH SOIL STABILIZATION AND/OR SEDIMENT TRAPPING MEASURES TO PREVENT SOIL LOSS. c. PERMANENT SEEDING COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. d. PROPERTIES ADJACENT TO THE PROJECT SITE SHALL BE PROTECTED FROM SEDIMENT DEPOSITS. e. SEDIMENT BASINS, PERIMETER DIKES, SEDIMENT BARRIERS, INLET PROTECTION AND OTHER MEASURES INTENDED TO TRAP SEDIMENT ON-SITE MUST BE CONSTRUCTED AS THE FIRST STEP IN GRADING AND MUST BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS MUST BE SEEDED AND MULCHED 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 ERODING EXCESSIVELY WITHIN ONE (1) YEAR OF CONSTRUCTION MUST BE PROVIDED, BY THE CONTRACTOR, WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. g. WHENEVER CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS MUST BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT (MUD) BY RUNOFF OR VEHICLE TRACKING ON TO PAVED SURFACES (VESCH STANDARD SPECIFICATION 3.02). WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE SWEPT OR MANUALLY REMOVED AND PLACED IN A DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN ALL OF THE TEMPORARY STONE CONSTRUCTION ENTRANCES SHOWN ON THE PLANS. h. ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL PRACTICES MUST BE MAINTAINED AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED 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 ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER. THE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DISPOSED OF AS ORDERED BY THE ENGINEER. j. SEDIMENT REMOVAL FROM THE EROSION CONTROL STRUCTURES SHALL BE DISPOSED OF IN AREAS PROTECTED BY EROSION CONTROL DEVICES OR AS ORDERED BY THE ENGINEER. k. ALL STORM SEWER INLETS WHICH ARE OPERATIONAL DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT LADEN WATER WILL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT (VESCH STANDARD 3.07, STORM DRAIN INLET PROTECTION). I. THE CONTRACTOR SHALL OBTAIN ANY LAND DISTURBING AND/OR EROSION AND SEDIMENT CONTROL PERMIT FROM THE FREDERICK COUNTY EROSION CONTROL OFFICER AND POST THE REQUIRED EROSION CONTROL BOND. m. TOPSOIL STRIPPED FROM THE SITE SHALL BE STOCKPILED, AS ORDERED BY THE ENGINEER. NO MEASUREMENT WILL BE MADE FOR EXCAVATING AND STOCKPILING OF THE TOPSOIL. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. n. TEMPORARY SEEDING SHALL BE IN ACCORDANCE WITH SECTION III OF THE VIRGINIA EROSION AND SEDIMENT CONTROL o. ALL UTILITIES MUST BE INSTALLED IN ACCORDANCE WITH MINIMUM STANDARD NO.16 OF THE VIRGINIA SEDIMENT AND EROSION CONTROL HANDBOOK. 7. STRUCTURAL PRACTICES a. TEMPORARY STONE CONSTRUCTION ENTRANCE - 3.02 THIS DEVICE SHALL BE INSTALLED AT ALL POINTS OF CONSTRUCTION ACCESS TO PUBLIC ROADWAYS. b. SILT FENCE - 3.05 THIS DEVICE WILL BE INSTALLED IN THE LOCATIONS SHOWN ON THIS PLANS, OR AS ORDERED BY THE ENGINEER. c. STORM DRAIN INLET PROTECTION - 3.07 ALL STORM DRAIN INLETS DRAINING DISTURBED AREAS SHALL BE PROTECTED DURING CONSTRUCTION. d. CULVERT INLET PROTECTION - 3.08 THIS DEVICE SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON THE PLANS. THE DEVICES SHALL BE USED TO PREVENT SEDIMENT FROM ENTERING, ACCUMULATING IN AND BEING TRANSFERRED BY A CULVERT AND ASSOCIATED DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION OF A DISTURBED PROJECT AREA. e. TEMPORARY DIVERSION DIKE - 3.09 THIS DEVICE SHALL BE INSTALLED IN THE LOCATIONS SHOWN ON THE PLANS OR AS ORDERED BY THE ENGINEER. THE DIVERSION DIKE SHALL SERVE TO DIVERT SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS TO A SEDIMENT TRAPPING STRUCTURE. f. OUTLET PROTECTION - 3.18 RIPRAP SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON THE PLANS OR AS ORDERED BY THE ENGINEER TO REDUCE EROSION AND UNDER -CUTTING AT NEWLY INSTALLED OUTLETS AND TO REDUCE FLOW VELOCITIES BEFORE STORM WATER ENTERS RECEIVING CHANNELS. g. CHECKDAMS - 3.20 THIS DEVICE SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON THE PLANS. THE DEVICES SHALL BE USED TO REDUCE THE VELOCITY OF CONCENTRATED STORM WATER FLOWS, THEREBY REDUCING THE EROSION IN NEWLY CONSTRUCTED SWALES AND DITCHES. 8. VEGETATIVE PRACTICES a. SURFACE ROUGHENING - 3.29 SURFACE ROUGHENING SHALL BE COMPLETED ON ALL SLOPES STEEPER THAN 3:1 BY ONE OF THE METHODS PRESENTED IN VESCH. SLOPES THAT ARE 3:1 OR FLATTER SHALL BE SLIGHTLY ROUGHENED AND LOOSENED TO A DEPTH OF 2 TO 4 INCHES PRIOR TO SEEDING. b. TOPSOIL STOCKPILE - 3.30 TOPSOIL SHALL BE STRIPPED, STOCKPILED AND THEN REDISTRIBUTED OVER THE AREAS TO BE PERMANENTLY SEEDED UPON REACHING FINAL GRADE. TOPSOIL STOCKPILE LOCATIONS SHALL BE APPROVED BY THE ENGINEER. SURPLUS TOPSOIL SHALL BE LEFT IN A NEAT STABILIZED STOCKPILE. c. TEMPORARY SEEDING - 3.31 THE SEDIMENT BASIN EMBANKMENT, TEMPORARY DIVERSION DIKES, TOPSOIL STOCKPILES, AND ALL AREAS TO BE ROUGH -GRADED DURING THE INITIAL PHASE OF CONSTRUCTION SHALL BE PROTECTED WITH ADEQUATE SEDIMENT BARRIERS AND SEEDED WITH FAST -GERMINATING, TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING. SELECTION OF THE APPROPRIATE SEED MIXTURE WILL DEPEND UPON THE TIME OF YEAR IT IS TO BE APPLIED. 9. MANAGEMENT STRATEGIES a. CONSTRUCTION SHOULD BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE. b. SEDIMENT TRAPPING MEASURES SHALL BE INSTALLED AS A FIRST STEP IN GRADING AND SHALL BE SEEDED AND MULCHED IMMEDIATELY FOLLOWING INSTALLATION. c. TEMPORARY SEEDING OR OTHER STABILIZATION SHALL FOLLOW IMMEDIATELY AFTER GRADING. 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 MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES. 10. PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISH GRADING. REGULAR SEEDING AND MULCHING SHALL BE IN ACCORDANCE WITH SPECIFICATIONS R-603. 11. STORM WATER MANAGEMENT INSTALLATION OF A STORM WATER DETENTION AREA WILL REDUCE THE PEAK RUNOFF OF THE CURRENT SYSTEM. 12. MAINTENANCE IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED WEEKLY AND AFTER 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 WILL PREVENT DRAINAGE. IF THE GRAVEL IS CLOGGED WITH SILT, IT SHALL BE REMOVED AND CLEANED OR REPLACED. c. THE SILT FENCE BARRIERS SHALL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION. d. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND OF GRASS IS MAINTAINED. AREAS SHOULD BE REPAIRED AND RESEEDED, AS NEEDED. 13. SEQUENCE OF CONSTRUCTION 1. 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 GRADING PROGRESSES 8. INSPECT EROSION AND SEDIMENT CONTROL MEASURES WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL. NEEDED REPAIRS SHALL BE MADE IMMEDIATELY. 9. COMPLETE FINAL GRADING. 9. IMMEDIATELY AFTER ACHIEVING FINAL GRADE, SEED AND MULCH ALL DISTURBED AREAS. 10. INSTALL PERMANENT RIP RAP OUTLET PROTECTION AND DITCH LININGS 11. UPON STABILIZATION OF ALL UPSTREAM AREAS, CONTRACT THE LOCAL EROSION CONTROL OFFICER FOR INSPECTION. AFTER APPROVAL, REMOVE THE EROSION AND SEDIMENT CONTROL MEASURES AND ACCUMULATED SEDIMENT. THE CONTRACTOR SHALL DISPOSE OF MATERIALS OFF-SITE AS ORDERED BY THE ENGINEER. SEED AND MULCH ALL DISTURBED AREAS. Land Disturbance Areas (SF) Parcel House Garage Other Structures Driveways & Pavements Ground Disturbance for Total Area Trees & Shrubs Parcel 64 -A -40 B 0 0 9,000 56,000 0 229,000 491 Airport Road 64-5-D 0 0 0 0 0 63,000 491 Airport Road 292,000 Note: All areas are approximate 39" 8' 47N 39'8rN Soil Map -Frederick County, Virginia 3: 74%W 74610(3 74M 746600 746796 7469M 3 Map Scale: 1:9,580 if printed on A landscape (I I" x 8.5") sheet. Meters N 0 100 200 400 600 Few 0 450 900 1800 2700 Map projection: Web Mem Comer wordinabs: WG584 Edge tits: UTM Zone 17N WGS84 l ,tm Natural Resources Web Soil Survey d911111110 Conservation Service National Cooperative Soil Survey 747106 747306 747500 747709 39° 8' 47"N 39" 8' 3" N 74= 3 9/'2712019 Page 1 of 3 �ALTx of CONSTRUCT NEW TERMINAL BUILDING SITE WORK DOAV NO. JOB NO. �1 Lf CS -0059-29 (DESIGN) 17046 3544 North Progress Avenue Suite 200 g i DELTAIRPORTti�`� DRAWN BY: SHEET Harrisbur, Penns Ivania 17110 EROSION & SEDIMENT MJH g y ° . AIL�LE�l y 17 Lic. No. 061939 CONTROL NOTES DESIGNED BY: TJS/TLB phone: (717) 652-8700 � fax: (717) 652-8371 � OF www . d e I t a a I r p o r t . c o m CONSULTANTS, INC. SS10NAL tiDigitally signed by Tyler LBailey WINCHESTER REGIONAL AIRPORT SCALE: DATE: 40 NO. REVISIONS BY APP. DATENONE JUNE 2020 Date : 2020.06.23 15:27:22-04'00' N J 0 Q J TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" PLANTING DATES SPECIES RATE (LBS. /ACRE) PER ACRE 50/50 MIX OF PER 1000 SQ. FT. - COMMERCIAL OR RESIDENTIAL ANNUAL RYEGRASS - KENTUCKY 31 OR TURF -TYPE TALL FESCUE SEPT 1 - FEB 15 (LOLIUM MU&TI-FLORUM) 50-100 - KENTUCKY BLUEGRASS 0-10% HIGH -MAINTENANCE LAWN MATTER. MUST BE ANCHORED. SPREAD CEREAL (WINTER) RYE 125 LBS. APPROVED LIST FOR USE IN VIRGINIA SECALE CEREALE GENERAL SLOPE (3:1 OR LESS) FEB 16 - APR 30 ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) 60-100 MAY 1 -AUG 31 GERMAN MILLET (SETARIA ITALICA) 50 SOURCE: VA. DSWC TABLE 3.32-C SITE SPECIFIC SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA RATES: TOTAL LBS. MULCHES PER ACRE MINIMUM CARE LAWN PER 1000 SQ. FT. - COMMERCIAL OR RESIDENTIAL 200 - 250 LBS. - KENTUCKY 31 OR TURF -TYPE TALL FESCUE 95-100% - IMPROVED PERENNIAL RYEGRASS* 0-10% - KENTUCKY BLUEGRASS 0-10% HIGH -MAINTENANCE LAWN MATTER. MUST BE ANCHORED. SPREAD MINIMUM OF THREE (3) UP TO FIVE (5) VARIETIES OF BLUEGRASS FROM 125 LBS. APPROVED LIST FOR USE IN VIRGINIA WITH MULCH BLOWER OR BY HAND. GENERAL SLOPE (3:1 OR LESS) -KENTUCKY 31 FESCUE 128 LBS. - RED TOP GRASS 2 LBS. - SEASONAL NURSE CROP ** 20 LBS. 150 LBS. LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) AS SLURRY. - KENTUCKY 31 FESCUE 108 LBS. - RED TOP GRASS 2 LBS. - SEASONAL NURSE CROP ** 20 LBS. - CROWNVETCH *** 20 LBS. 150 LBS. * PERENNIAL RYEGRASS WILL GERMINATE FASTER AND AT LOWER SOIL TEMPERATURES THAN FESCUE, 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 ANNUAL RYE MAY 16TH THROUGH AUGUST 15TH FOXTAIL MILLET AUGUST 16TH THROUGH SEPTEMBER, OCTOBER ANNUAL RYE NOVEMBER THROUGH FEBRUARY WINTER RYE *** IF FLATPEA IS USED, INCREASE TO 30 LBS./ ACRE. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY ALSO BE INCLUDED IN ANY SLOPE OR LOW -MAINTENANCE MIXTURE DURING WARMER SEEDING PERIODS; ADD 10-20 LBS/ ACRE IN MIXES. TABLE 3.35-A ORGANIC MULCH MATERIALS AND APPLICATION RATES RATES: MULCHES NOTES: PER ACRE PER 1000 SQ. FT. 1-1/2 - 2 TONS FREE FROM WEEDS AND COURSE STRAW OR HAY (MINIMUM 2 TONS 70 - 90 LBS. MATTER. MUST BE ANCHORED. SPREAD FOR COVER) WITH MULCH BLOWER OR BY HAND. DO NOT USE MULCH FOR WINTER COVER FIBER MULCH MINIMUM 1500 LBS. 35 LBS. OR DURING HOT, DRY PERIODS.* APPLY AS SLURRY. CUT OR SHREDDED IN 4-6" LENGTHS. CORN STALKS 4 - 6 TONS 185 - 275 LBS. AIR-DRIED. DO NOT USE IN FINE TURF AREAS. APPLY WITH MULCH BLOWER OR BY HAND. FREE OF COURSE MATTER. AIR-DRIED. TREAT WITH 12 LBS. NITROGEN PER TON. WOOD CHIPS 4 - 6 TONS 185 - 275 LBS. DO NOT USE IN FINE TURF AREAS. APPLY WITH MULCH BLOWER, CHIP HANDLER, OR BY HAND. BARK CHIPS FREE OF COURSE MATTER. AIR-DRIED. OR 50 - 70 CU. YDS. 1 - 2 CU. YDS. DO NOT USE IN FINE TURF AREAS. APPLY SHREDDED BARK WITH MULCH BLOWER, CHIP HANDLER, OR BY HAND. * WHEN FIBER MULCH IS THE ONLY AVAILABLE MULCH DURING PERIODS WHEN STRAW SHOULD BE USED, APPLY AT A MINIMUM RATE OF 2000 LBSJAC. OR 45 LBS./1000 SQ. FT. SOURCE: VA. DSWC 10, fl•J/ 1j1lJIVLI ILI LI\ SILT FENCE STONE OUTLET DETAIL NTS ST 3.13 MOD. NOTE: 1. SILT FENCE STONE OUTLET SHALL BE INSTALLED AT LOW POINTS ALONG THE PERIMETER OF THE SILT FENCE AS ORDERED BY THE ENGINEER. SPACING BETWEEN CHECK DAMS L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION SOURCE: VA. DSWC PLATE. 3.20-2 BL 0 CK & GRAVEL CURB INLET SEDIMENT FIL TER CURB INLET Z: O -- WIRE SCREEN ------- RUNOFF OVERFLOW WATER WITH SEDIMENT FFFe{FF.... ..eaaFeFs SEDIMENT GRAVEL FILTER WIRE SCREEN / 2" X 4" WOOD STUD ��1����3llr� rte•►+ �►., FILTERED WATER SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE SOURCE: VA. DSWC PLATE 3.07-8 R 0 CK CHECK DAM J 6" VDOT #1 COARSE AGGREGATE FLOW c?I 3' CLASS I RIPRAP BL 0 CK AND GRAVEL DROP INLET SEDIMENT FIL TER WIRE SCREEN :mss' JL GRAVEL* FILTER OVERFLOW RUNOFF WATER WITH SEDIMENT —WIRE SCREEN FILTERED WATER `- 'A. \—DROP INLET WITH GATE SEDIMENT SECTION A -A SPECIFIC APPLICATION CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO TRENCH UPSLOPE ALONG THE THE POSTS. LINE OF POSTS. FLOW — I IIII SII 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FLG OW 100--1 ! ' IIIA EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. L PLATE. 3.05-1 STONE CONSTRUCTION ENTRANCE EXISTING GROUND 70' MIN. A FILTER CLOTH 6" MIN. q SIDE ELEVATION 12' MIN. B VDOT #1 COURSE AGGREGATE B * MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION 70' MIN. WASHRACK (OPTIONAL) POSITIVE DRAINAGE TO SEDIMENT iTRAPPING DEVICE PLAN VIEW 10' MI EXISTING PAVEMENT 5:1 MOUNTABLE BERM (OPTIONAL) 10' MIN. EXISTING PAVEMENT 10' MIN. THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE. 3.07-3 REhir um� I uiNI mL iL LKH11V JY Hl t SECTION B -B �PLTH of CONSTRUCT NEW TERMINAL BUILDING SITE WORK DOAV NO. JOB NO. �1 Lr CS -0059-29 (DESIGN) 17046 3544 North Progress Avenue Suite 200 Y: ro g i �� O � � DRAWN BSHEET Harrisburg, Pennsylvania 17110 DELTA IRPORT o AEROSION &SEDIMENT MJH 18 phone: (717) 652-8700 fax: (717) 652-8371 Lic. No. 061939 CONTROL DETAILS DESIGNED BY: .0 6�Z�/�� TJS/TLB OF www.deItaaIrport.cam CONSUL TAN TS, INC. S 'S SCALE: DATE: I�NAL Digitally signed by TylerLBailey WINCHESTER REGIONAL AIRPORT 40 NO. REVISIONS BY APP. DATE Date: 2020.06.23 15:27:56 04'00' NONE JUNE 2020 m J f PIPE OUTLET CONDI TIONS ado ,- do -do PLAN VIEW SECTION A—A n PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL L a j D % - T F-4 7- FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE 3do (MIN.) 'IPE OUTLET TO WELL )EFINED CHANNEL u r d SECTION A—A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. Source: Va. DSWC Plate 3.18-1 SIL T FENCE C UL VEP T INLE T PROTECTION ISvTOWARDv6BANKMENT v FLOW OPTIONAL STONE COMBINATION 1.0' 1.5' Q h' FLOW *VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE TO REPLACE SILT FENCE IN " HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC 2.5' CLASS I RIPRAP PLATE. 3.08-1 �ALTx of CONSTRUCT NEW TERMINAL BUILDING SITE WORK DOAV NO. JOB NO. �1 Lf CS -0059-29 (DESIGN) 17046 3544 North Progress Avenue Suite 200 g i DELTAIRPORT DRAWN BY: SHEET Harrisburg,Pennsylvania 17110 EROSION & SEDIMENT MJH y ° AILEI�y phone: (717) 652-8700 # fax: (717) 652-8371 Lic. No. 061939 CONTROL DETAILS DESIGNED BY: 19 � TJS/TLB OF www.deltaairport.com CONSULTANTS, INC.S8 SCALE: DATE: IONAL � Digitally signed by Tyler L Bailey WINCHESTER REGIONAL AIRPORT 40 1 NO. REVISIONS BY APP. DATE Date: 2020.06.2315:29:02-04'00' NONE JUNE 2020 J mq f CG -7 THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR 2016 ROAD & BRIDGE STANDARDS NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 40D0 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG -7 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL IN THE SECTION ON URBAN GS STANDARDS. 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN 10' OR THE CHANGE IN STANDARDS CAN BE MADE AT REGULAR OPENINGS. 7. WHEN COMBINATION MOUNTABLE CURB AND CUTTER IS USED,THE STANDARD ENTRANCE GUTTERS OR STANDARD CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE THE MOUNTABLE CURB CONFIGURATION INCORPORATED, THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MIN. DEPTH OF 7" IS MAINTAINED XV" ROAD AND BRIDGE STANDARDS 'CO)))MBINATION 4" CURB AND GUTTER SPECIFICATION SHEET 1 OF 1 REVISION DATE 105 201.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 2016 ROAD & BRIDGE STANDARDS 4" � 2„ R 6" a 1/4 13" d .. 'd e c o 7" 6" 2' 2'-6" MODIFIED CG -6 W/ DRY GUTTER NTS 2016 ROAD & BRIDGE STAN DARDS 2" R 2 CG -6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO HE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG -6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. +a a is a fl A a e a e D J5 THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR REFERENCE COMBINATION 6" CURB AND GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. Z. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PS IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAD FOR AS RADIAL CJRB. 4, THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" CEPTH)IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE, THE DEPTH IS TC BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MACE FOR A DECREASE OR AN INCREASE IN DEPTH. 5 CG -2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG -6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS. r-1 THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. 2°' R ROAD AND BRIDGE STANDARDS REVISION DATE SHEET - OF 1 201.03 m SURFACE BASE CG -2 1U115 KUAU & 13KIU(3t 6IANUAKD6 CC -12 A #5 DOWELS, 8" LONG 017 PERMISSIBLE AT 12" C -C CONSTRUCTION 5 MIN5' MIN• JOINT 170 m 1 ziZ i MAX. V.` r, co 4'MIN 12:1 MAX 111 7 �� 121 MAX u� r, RAMP RAMP SLE) WITH BUFFER STRIP {EE TABA {SEE TABLE) TRANSITION GUTTER PAN SLOPE 5' MIN TO 20:1THROUGH RAMP LENGTH TRANSITICN GUTTER PAN SLOPE 12:1 00• TO 20:1 THROUGH RAMP LENGTH GUTTER PAN MAXIMUM SLOPE 20-1 12:1 MAX 5'-0" MIN SHAPE TO ROADWAY CURB MATCH FACE OF ROADWITHOUT BUFFER STRIP BACK OF CURB 48 :1MA) 20:1 48 : 1 MAX EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT LANDING 4811 MAX, 2 MIN. SECTION A- A LANDING 48'1 MAX. SLOPE SLbPE DETECTABLE WARNING SURFACE PERMISSIBLE CURB CONSTRUCTION MAX 5' MSN JOINT CROSSWALK � �ff r o � t x r SECTION B -B �aR' CONCRETE CURB NOTES' ONE DIRECTION ONE DIRECTION 1, FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, WITHOUT BUFFER STRIP WITH BUFFER STRIP SEE SHEET IOF 5. 2. THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. 3, GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 20:1 AT THE RAMP OPENING. fl, 4. DIAGONAL PLACEMENT IS NOT PERMITTED. o TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET a" CURB 1 fi°' CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 15 6 14 15 XVDOT ROAD AND BRIDCE STANDARDS SHEET 3 OF 5 REVISION DATE 204,03 04/19 ASPHALT CURB LK CROSSWALK CONCRETE CURB 47 11 II II CROSSWALK TWO DIRECTIONS SMALLER RADII CROSSWALK WITHOUT BUFFER STRIP TWO DIRECTIONS LARGER RADII WITH BUFFER STRIP A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE, SPECIFICATION CG -12 DETECTABLE WARNING SURFACE REFERENCE TYPE B (PARALLEL) APPLICATION 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2" R &7- FLEXIBLE PAVEMENT OR RIGID BASE WITH ASPHALT SURFACE ASPHALT CURB MC -3A 2" R I 4 1/111"',f R TABILIZATI ON IN PLANS, TVCFVR RARY ASPHALT�B TEMPORARY SL EION CONTROL ONL 2" RADIUS SUBBASE VARIABLE v ARI ABLE VARIABLE V ARI ABL E S., y.. g.. 9.. fl :8 7. 7." 7.. i 7. C. SURFACE - e • e A' 2" TOP 12" f u7 o n A• A yA A 1/4'' 1' SOIL f4 1' 'A": 1' ASPH. PAV. I r/4 1' CIO A. 6 Ra BASE BACKFILL I BACKFILL 2" R 2.. R v � 2" R 2" R p • , pQ np - s a SUBBASE RIGID PAVEMENT FLEXIBLE PAVEMENT OR RIGID PAVEMENT FLEXIBLE PAVEMENT OR RIGID BASE WITH ASPHALT SURFACE RIGID BAS= WITH ASPHALT SURFACE 6" 12° ASPHALT MEDIAN ASPHALT MEDIAN MC -3 AND MC -3A ARE TO BE USED ON ROADWAYS MEETING THE ACCEPTABLE ALTERNATIVE RGIDOT ROAD N C6 AS SHOWN IN APPENDIX A OF THE E ASPHALT TOP FOR MEDIAN TO BE SAME MIX AS CURB. IF CURB IS EXTRUDED SPECIFICATION REFERENCE 105 502 STANDARD 5" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS ROAD AN RID�GESTANDARDS REVISION DATE SHEET - OF 1 201-01 SPECIFICATION NVD❑T REFERENCE ASPHALT CONCRETE CURB AND MEDIAN ROAD AND BRIDGE STANDARDS 502 (FOR TEMPORARY OR PERMANENT INSTALLATION) REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF -RANSPORTATION 07/16 201.05 2016 ROAD & BRIDGE STANDARDS �ALTx of CONSTRUCT NEW TERMINAL BUILDING SITE WORK DOAV NO. JOB NO. �1 Lf CS -0059-29 (DESIGN) 17046 3544 North Progress Avenue Suite 200 g i ��DELTAIRPORT� DRAWN BY: SHEET Harrisburg, Pennsylvania 17110 \ AILEw1wD PAVEMENT DETAILS MJH 2O Lic. No. 061939 DESIGNED BY: OF phone: (717) 652-8700 • fax: (717) 652-8371 `0 TJS/TLB co www.deltaairport.Com NSULTANTS, INC.810NAL SCALE: DATE: � Digitally signed by Tyler L Bailey WINCHESTER REGIONAL AIRPORT 40 NO. REVISIONS BY APP. DATE Date: 2020.06.2315:29:39-04'00' NONE JUNE 2020 N J f PRO^^ M ��irni A\/ ulv I rltz rL,vlv5 TACK MILLED SURFACE AND CUT EDGE EXISTING ASPHALT PAVEMENT PROPOSED OVERLAY PROPOSED MILLING OVERLAY TIE-IN DETAIL NTS R-311 PRIME 1.5" (NO PAY ITEM) R-315 ASPHALT CONCRETE SURFACE COURSE VDOT SM -9.5A R-315 ASPHALT CONCRETE BASE COURSE, VDOT BM-25.OA 6„ °Q��O°Q�0� R-309 AGGREGATE SUBBASE MATERIAL, VDOT 21 B ogQ"oogQ"ooaQooaQooaQooaQooc oQ o oQ o oQ o oQ 0 oQ o Q o Q COMPACTED SUBGRADE SEE ITEM VDOT R-303 FOR REQUIREMENTS ROADWAY PAVEMENT SECTION NTS • VERTICAL FACE. JG GRADE 4x4W1.4xW1.4WWF SCORE JOINT (1/5 DEPTH OF WALK) (SJ) R-316, VDOT CLASS A3 CONCRETE, 3000 PSI 1/2" EXPANSION JOINT FILLER (EJ) x 4, 644 '60111 r-110/0"NU OOQROOQ�O ^ R-309 AGGREGATE^^ ^��OOQ�OOQ ��°QQ�Od5c, �.c(�D a(`C�SUBBASE MATERIAL, VDOT 21B)OC��°o0���jj0°CQSO 6 —cl Ec�U"Uc�U"Uc�U"UcYU"UC�U COMPACTED SUBGRADE CONCRETE SIDEWALK NTS NEAT SAW CUT EDGE OF PAVEMENT (NO SEPARATE PAY ITEM) AS SHOWN ON PLANS REMOVE AND REPLACE VDOT TACK COAT EXISTING SURFACE (NO SEPARATE PAY ITEM) 12" PROPOSED SURFACE COURSE EXISTING SURFACE COURSE _ PROPOSED U((.:�� BASE COURSE (9Pn��EXISTING BASE COURSECI"n�L SUBBASE PAVEMENT TIE-IN DETAIL NTS 21 5 21 INSTALL EARTHEN SHOULDER SEED AND MULCH 4 41 6„ 4-A d a° a. °. .R-316, VDOT CLASS A3'9 ° _ TRAFF OW 4 d. .. CONCRETE � 8 .$ a G EXISTING .. .°. a°• n a: .Q° ° ° .° SURFACE COURSE ° ° GROUND m ° ° BASE COURSE c4� cS'E 8 8 cS' 8 8 cS' d A..: 0 Q 00 6, U�ON U oO�U�O�U uOg U�ON U oOg U aON U uO���O�Q�Qk po00op°o00op°o °f 0p°o00opo00op°00op°o00op°o00�poo00Rp°o00�p°o00�p°o00opoo0(0`�o�p°QoO(0�o°0(0�op°o00�po0a.: pisu BBASE•d °���g�n n n „ n ��gaV��a�8�8�R-309 AGGREGAT�OOQSUBBASE MATERIAL VDOT 21 B OQ�OOQ�OOIo" Uou OOQQoo Qoo Qoo Qoo Uo��°�go pogo pogo pogo pogo pGQ� ��QU� U�QO pogo poQo,�poQo pogo pogo pogo pogo pogo po '\!\\!\`/'� 12" F NOT STRIPPED I 3" (TYP) (TYP) COMPACTED SUBGRADE OF TOP SOIL SEE ITEM VDOT R-303 FOR REQUIREMENTS RAISED CROSSWALK DETAIL EDGE OF PAVEMENT TIE-IN DETAIL NTS NTS NOTES: 1. SEE "GRADING & DRAINAGE" SHEETS FOR TOP ELEVATION. 2. SECTION VIEW SHOWN ALONG ROADWAY CENTERLINE. �ALTx of CONSTRUCT NEW TERMINAL BUILDING SITE WORK DOAV NO. JOB NO. �1 Lf CS -0059-29 (DESIGN) 17046 3544 North Progress Avenue Suite 200 g i ��,DELTA IRPORT��O � DRAWN BY: SHEET Harrisburg,Pennsylvania 17110 ^^J" y A 21 Lic. No. 061939 PAVEMENT DETAILS DESIGNED BY: OF phone: (717) 652-8700 # fax: (717) 652-8371 TJS/TLB www.deltaairport.com CONSULTANTS, INC. sS SCALE: DATE: IONAL � Digitally signed by Tyler L Bailey WINCHESTER REGIONAL AIRPORT 40 NO. REVISIONS BY APP. DATE Date: 2020.06.2315:30:57-04'00' NONE JUNE 2020 J 3 43 J) ztw o(D Q b - Z Qw 0X EW-6PC A -07 L FRONT ELEVATION I b H SHAPE TO IT i BEVELED WITH � MORTAR DO NOT BEVEL 1 NVERT 0101- A RS -#4 BARS Q 12" C -C - - - EACH WAY, EACH FACE FLS 8" n WELD �1'-2" #4 BARS a 6" C -C EACH WAY, EACH FACE SECTION A -A NOTES= 1. CONCRETE TO BE 4000 PSI MINIMUM COMPRESSIVE STRENGTH. 2. IF PIPE IS TO BE SKEWED THE OPENING WILL BE ADJUSTED TO ACCOMMODATE ANGLES UP TO 151. 3. REINFORCING STEEL IN ACCORDANCE WITH ASTM A-615 (REINFORCING BARS). 4. PIPE OPENINGS IN PRECAST DRAINAGE UNITS SHALL NOT EXCEED 4 INCHES AT ANY GIVEN PONT BETWEEN THE PIPE AND THE PRECAST UNIT. 5. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL MEASUREMENTS MAY VARY WITH MANUFACTURER'S TOLERANCE. 6. IN NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FILL SLOPE, DITCH SLOPE, OR SHOULDER.. 7. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT OR WINGWALL OCCUR. B. BEVEL EDGE IS REQUIRED ON THE HEADWALL AT THE INLET END OF THE CU_VERT (WHERE THE FLOW ENTERS THE CULVERT). HEADWALL AT OUTLET END MAY BE EITHER SQUARE EDGE OR BEVELED. 9, -y4'" CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. S'TCFXA7M PRECAST ENDWALL FOR MULTIPLE PIPE CULVERTS 12"-36" PIPE CULVERTS 105 101.12 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 END' -SECTION 12" - SO" PIPE -HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION X _ X E 4000 CONCRETE PSI MINIMUM PLAN END VIEW FOR CIRCULAR CONCRETE OR CORRUGATED METAL PIPE REINFORCING S`EEL PIPE DIAMETER FOR MULTIPLE PIPE ENDWALL C D H L S G a b 12" 2'-0" 51-1011 21-011 1 -11" 0'-il 0'-1" 15" 2 -3" 7`3" 2 -3" 2-6" 0'-1 fl' -11 18'" 2'-3" 8 -8" 2 -8" 3'-0'" 0"-2"' 0'-1i 21"' OR 24'" 3 -2" 111-61, 3 -6° 4'-D"" 0'-21 ' 0"-2" 27" OR 30" 3'-10" 1 14'-4" 1 4'-4" 5'-0" 0"-3 C'-21 33" OR 36" 4"-4" 1 17-2" 1 5'-2" 0'-0" 0.3ye0"-3"' 4"-6" I b H SHAPE TO IT i BEVELED WITH � MORTAR DO NOT BEVEL 1 NVERT 0101- A RS -#4 BARS Q 12" C -C - - - EACH WAY, EACH FACE FLS 8" n WELD �1'-2" #4 BARS a 6" C -C EACH WAY, EACH FACE SECTION A -A NOTES= 1. CONCRETE TO BE 4000 PSI MINIMUM COMPRESSIVE STRENGTH. 2. IF PIPE IS TO BE SKEWED THE OPENING WILL BE ADJUSTED TO ACCOMMODATE ANGLES UP TO 151. 3. REINFORCING STEEL IN ACCORDANCE WITH ASTM A-615 (REINFORCING BARS). 4. PIPE OPENINGS IN PRECAST DRAINAGE UNITS SHALL NOT EXCEED 4 INCHES AT ANY GIVEN PONT BETWEEN THE PIPE AND THE PRECAST UNIT. 5. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL MEASUREMENTS MAY VARY WITH MANUFACTURER'S TOLERANCE. 6. IN NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FILL SLOPE, DITCH SLOPE, OR SHOULDER.. 7. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT OR WINGWALL OCCUR. B. BEVEL EDGE IS REQUIRED ON THE HEADWALL AT THE INLET END OF THE CU_VERT (WHERE THE FLOW ENTERS THE CULVERT). HEADWALL AT OUTLET END MAY BE EITHER SQUARE EDGE OR BEVELED. 9, -y4'" CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. S'TCFXA7M PRECAST ENDWALL FOR MULTIPLE PIPE CULVERTS 12"-36" PIPE CULVERTS 105 101.12 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 END' -SECTION 12" - SO" PIPE -HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION X _ X E 4000 CONCRETE PSI MINIMUM PLAN END VIEW ALTERNATE END -SECTION 12" - 60" PIPE ES-, V HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION X XX CONCRETE TO BE E J 4000 PSI MINIMUM PLAN FABRIC A D PAY LINE SECTION x -X END VIEW END SECTION DIMENSIONS REINFORCING S`EEL PIPE DIAMETER A B C D E 12" 4", 2"_0"l 2"_,D" 4'-0" 2'-0" 15" 6'" 2'-3" 1' 9' 4`0" 2'-6" 18" 9",2'-3" 2'-3" T-911 4 0" 3"-0 " 21" 24" 91 " 91 _2'_11" 3"-7" 2--V 2`6" 5 _a" 61-11, 3'-6" 4'-0" 27'" 10 4'-0" 2--l" 6'-1'" 4'-6„ 30'" 1-01' 4"-6" 1'-7 6'-1 5'-0" 33" 1"-11 4'-106 2'-31 7-1 E'-6" 36" 1-3" 5'-3" 2"-10 8"-1 6'-0" 421' 1 -9" 5'-3" 2`11" 8`2" 6'-6" 4B" 2'-0" 6'-0"' 2`2-1 8'-2" T-0" 54'" 2'-3"' 5'-5"' 2 -9 _ I 6' 2 " 7'-6" 601" 2'-111" 5"-01' 3"-3" 8'-3" 9" ALTERNATE END -SECTION 12" - 60" PIPE ES-, V HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION X XX CONCRETE TO BE E J 4000 PSI MINIMUM PLAN FABRIC A D PAY LINE SECTION x -X END VIEW NOTES: PIPE LENGTHS SHOWN ON PLANS ARE BASED ON END -SECTION DESIGN SHOWN ON THE LEFT. IF THE CONTRACTOR ELECTS TO USE THE ALTERNATE DESIGN SHOWN ON THE RIGHT, LENGTHS WILL BE REDUCED BY THE DIFFERENCE IN DIMENSION "ID". SPECIFICATION REFERENCE FLARED END -SECTION FOR 12"-60" CONCRETE PIPE CULVERTS 302VIRGINIA DEPARTMENT OF TRANSPORTATION REV' 7/Di F71 - 2016 ROAD & BRIDGE STANDARDS END SECTION DIMENSIONS REINFORCING S`EEL PIPE DIAMETER A B C D E 12" 4" 2'-O" 41-111 6'-1' 2'-0" 15" 6''' 21-311 3'-10" 6` 1" 2'-6" 18" 9'" 2'-3" 3'-10" 6.-11. 3'-O" 21" 9." 7-11" 3'-2' 6-1" 3'-6" 24" 10'" 31-711 2"_8" 6-3" 4'-0"' 27"' 10 2" 4 -0'" 2" 1 2"" 6"-11 " 4,_6„ 301' 1'-01' 4`6" 1 -7 4'" 6'-1 5'-0" 33" 1"-1 2" 4'-101 3'-3' 4 8'-1 5"-6" 36"" 1'-3" 5"-3" 2'-1O 8'-1 6'-0"' 42" 1'-91' 5"-3" 2'-11"" 8"-2"' 189 48" 2"-0"" 6'-0" 2"-2l' 8'-2" 7'-0", 54" 2'-3" 5"-5" 2'-11" 15 -0" 4 3'-6"' 23 4" 3" to 4`-6" 60l.2'-6" 3 5'-0" 3'-3" 8'-3ti 8r_a; NOTES: PIPE LENGTHS SHOWN ON PLANS ARE BASED ON END -SECTION DESIGN SHOWN ON THE LEFT. IF THE CONTRACTOR ELECTS TO USE THE ALTERNATE DESIGN SHOWN ON THE RIGHT, LENGTHS WILL BE REDUCED BY THE DIFFERENCE IN DIMENSION "ID". SPECIFICATION REFERENCE FLARED END -SECTION FOR 12"-60" CONCRETE PIPE CULVERTS 302VIRGINIA DEPARTMENT OF TRANSPORTATION REV' 7/Di F71 - 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS DI -2A, 2B, 2C EXISTING OR PROPOSED SIDEWALK, SEE NOTE 15 EXPANSION JOINT BACK OF SIDEWALK EXPANSION JOINT ISA 5ARCS CA -1 a �C = ? \ FACE OF CURB -/ C CRACK CONTROL J 2'-O„ 8„ 2 _2„ 8, G 6" MIN. 10' MAX. PLAN VIEW A L -VARIABLE -MAX. 20' BARS F ` GALVANIZED MC 6 X 12 FB I I a 2", 3"` DIAMETER I BARS E WEEP HOLE 101 SEE NOTE 8 FRONT ELEVATION I 1 I 1`� = I I I I� - I 1 I FLOW FOR USE ON GRADES DI -2C L L -1 I i - -EL-Ow 1 Fly 1 FOR USE IN SAGS BOTH SIDES TO BE SYMMETRICAL XVD= ROAD AND BRIDGE STANDARDS SHEET 1 OF 2 REVISION DATE 104.03 GALV. 8'-8" S" 2'-2" 8" GALV. MC6 BARS A-1 a 10„ C -C o BARS B R) a 10" C -C jry N BARS C a 6" C -C 00 BARS A a 10" C -C SECTION 13-13 LO1_2N� }(21/z XI/4" rY E X12 3'-2" D_ D WELDED JOINTS TYPICAL 2", 12„ 97 e- �E COLLAR TABLE OF QUANTITIES REINFORCING S`EEL 0.423 C. Y. 10' MAX. 1'-4'" 2'-01" DI -2A, 213, 2C NOTES L REINFORCING STEEL NONE 5"4" BARS A -I L 2j2"X2j/2 XI/4,l GALV. SLOPE OF OR NO. 14 BILLET STEEL BAR a 7.65 3`0„ TYPE CONCRETE BARS A BARS A-1 BARS B BARS B-1 A•4'-10" (42" PIPE) B-3"-6" (42" PIPE)IPE BARS C - BARS E BARS F WEIGHT 1. GRATE A IS TO BE UTILIZED IN Cu.Ft Yds. No. Lin. Ft. No. Lin. Ft. No. Lin. Ft.* No. Lin. Ft. IIF No. Lin. Ft.-* No. Lin. Ft. No, Lin. Ft.* Lbs. DI -2A 2'-2" 1.71 4 3"-2" 5 3`2" 4 3'-6"" - - 5 2'-0" - - - V-6' 55 AGGREGATE. SEE NOTE7. 4' 1.95 4 3`2" 5 5'-0" 4 3'-61' 3 4"-3" to 4'-6" 5 2'-0" 3 2'-0"' 3 1'-6' 84 DI -7 NO GUTTERS.2. 6" 2.23 4 3'-2" 5 7 -0" 4 3'-6" 7 4"-3" to 4'-6'" 5 2'-0"' 3 4'-O" 3 1'-6" 119 DI -7A NO GUTTER IN ONE DIREC-ION. 8' 2.51 4 3'-2" 5 91-0" 4 3"-6" 11 4"-3` to 4'-6" 5 2"-0" 3 6`0" 3 V-6" 154 DI -28 10" 2.79 4 3'-2" 5 11' -fl" 4 3"-61' 15 4'-3" to 4'-6" 5 2`-0" 3 8'-0" 3 1'-6" 189 SUBJECT Tfl TRAFFIC. 12" 3.05 4 3'-2" 5 1,3'-0" 4 3`6` 19 4'-3°1to 4'-6" 5 2'-0" 3 10'-0" 3 T-6" 224 1`4" 14" 3.34 4 3 -2" 5 15 -0" 4 3'-6"' 23 4" 3" to 4`-6" 5 2'-0" 3 12'-O'" 3 p 6' 259 FW DETAILS GRATE F LS� T IR7YING 16' 3.61 4 3`2" 5 17'-O" 4 3'-6"' 27 4'-3"' to 4'-6" 5 2`-0" 3 14'-0" 3 1"-6" 294 • :' :'8, 18' 3.89 4 3'-2" 5 191-0" 4 3'-6'" 31 4'-3" to 4'-6" 5 2"-0" 3 16'-0" 3 V-6" 329 BE PROVIDED. SEE STANDARD T -DI -3, 4 ALTERNATE DESIGN. 20" 4.17 4 31-21' 5 21 -fl" 4 3'-6"' 35 4'-3" to 4'-6"" 5 2'-0" 3 18'-0"' 3 1-6" 1 364 1 31 B 6" 2.24 4 3`2" 5 7 -0" 4 3'-6"' 6 4"-3" to 4'-6" 5 2 -0" 6 2'-1°' 6 V-6' 115 4 8.9 4 3' 2" 5 9 -O" 4 3'-6" 10 4"-3` to 4'-6" 5 2 -0" 6 3'-1" 6 T-6' 150 cv 10" 2.82 4 5 11`-01" 4 - 14 4'-3" to 41-6" 5 2'-0" 6 4'-1" 6 1'- " 185 DI -2C 12' 3.09 4 3"-2" 13'-0" 4 3"-61' 18 4"-3" to 4'-6" 5 2'-0" 6 5'-1" 6 1-61' 220 WINGS TO BE EXTENDED AS DIRECTED 14' 3.37 4 - 5 15'-0" 4 3'-6" 22 4"-3" to 4'-6" 5 2`0" 6 6'-1" 6 11-61, 255 6. 16' 3.65 4 3`2" 5 17'-0" 4 3'43" 26 4"-3" to 4'-6" 5 2 -0" 6 7'-1" 6 11-61, 290 18" 3.93 4 31-211 5 19'-O" 4 '- " 30 4'-3"' to 4'-6'" 5 2'-0" 6 8'-1"' 6 1"-6" 325 20' 4.20 4 3-2" 5 21 0" 4 3'-fi"' 34 4'-3" to 4'-6" 5 2" 0" 6 9'-1" 6 p 6, 360 NOTES 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. 9. ALL REINFORCING STEEL SHALL HAVE A 21. MINIMUM HEIGHT = PIPE DIA.+2'-6" WHEN PIPES MINIMUM COVER OF 2". ARE LOCATED UNDER EXTENDED SLOT OF INLET. 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF 22. DUMP NO WASTE DRAINS TO WATERWAYS LETTERING FROM THE INVERT OF THE OUTFALL PIPE TO THE ALL OPENINGS BY 2". IS REQUIRED ON ALL DI -2 GRATES. LOCATION OF TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS LETTERING MAY VARY BY MANUFACTURER. ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES 11. CAST -IN PLACE CONCRETE IS TO BE CLASS A3 AND THE ACTUAL DIMENSIONS SHALL BE DETERMINED (3000 PSI). PRECAST CONCRETE IS TO BE BY THE CONTRACTOR FROM FIELD CONDITIONS. 4000 PSI. 1 '" MIN RAISED WHEN SPECIFIED ON THE PLANS THE INVERT IS 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE LETTERING 3. TO BE SHAPED IN ACCORDANCE WITH STANCARD SHOWN ON PLANS.. IS -1. THE COST OF FURNISHING AND PLACING ALLDUMP NO WASTE DRAINS TO WATERWAYS MATERIALS INCIDENTAL TO THE SHAPING IS TO BE 13. THIS STANDARD IS INTENDED FOR USE IN CURB INCLUDED IN THE BID PRICE FOR THE STRUCTURE. AND GUTTER SITUATIONS ONLY. DETAIL A IN THE EVENT THE INVERT OF THE OUTFALL PIPE 14. STANDARD INLETS MAY BE CONSTRUCTED WITH 4. IS H'GHER THAN THE BOTTOM OF THE STRUCTURE, CONCRETE BLOCKS IN ACCORDANCE WITH THE THE INVERT OF THE STRUCTURE SHALL BE SHAPED DETAILS SHOWN ON STANDARD DRAWING DI -FAB. 2'-6" WITH CEMENT MORTAR TO PREVENT STANDING OR SEE PONDING OF WATER N THE STRUCTURE. THE COST 15. THIS AREA MAY BE EARTHEN, IN WHICH CASE 1 DETAIL A OF FURNISHING AND PLACING ALL MATERIALS THE EXPANSION JOINTS WILL APPLY ONLY 0^•��^-•r..a..o INCIEENTAL TO THE SHAPING 15 TO BE INCLUOED CURB AND GUTTER. F D F IN THE BID PRICE FOR THE STRUCTURE. 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH 1/2„ "- STEPS ARE TO BE PROVIDED WHEN H IS 40" (H) OF 5'-2" WITHOUT PIPES. THE AMOUNT � _ J OR GREATER. FOR DETAILS SEE STANDARD ST -1. DISPLACED BY PIPES MUST BE DEDUCTED TO 5. OBTAIN TRU QUANTITIES, FOR INLETS OF THIS ITEM MAY BE PRECAST OR CAST -IN-PLACE. DIFFERENT DEPTHS ADD OR SUBTRACT 0.28 CUBIC YARDS OF CONCRETE FOR EACH FOOT. 1, 6. * 4 X 8" SMOOTH DOWELS AT APPROXIMATELY SEE 12" C -C TO BE PLACED IN ALL AREAS ADJACENT 17. LENGTH OF ANGLE IRON AS SHOWN ON SHEET DETAIL A 7 ABUTTING CONCRETE TO PREVENT 1 OF 2 IS TO BE L 16" AT 4.10 LBS./FT. 45° SETTLEMENT. (TRATE 18. SIE DENOTES LENGTH OF ONE (1) BAR. 3°` DIAMETER WEEP HOLE TO BE LOCATED TO 150 ± 7 LBS CAST IRON ry 8. DRAIN SUBBASE MATERIA. WEEP HOLE WITH 19. ALL REINFORCING BARS TO BE#5. 12"X12"' PLASTIC HARDWARE CLOTH 1/4" MESH - OR ZED STEEL WIRE,UM WIRE 20TO BE NSTALLED WILL DIRECT ° SECTION F DIAME ER OI 03", NUMBER 4EMEISH HARDWARE WATER TOWARDGRATE THE NET THROAT. -F CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. SPECIFICATION REFERENCE STANDARD CURD DROP INLET ROAD AND BRIDGE STANDARDS 12" - 24" PIPE: MAXIMUM DEPTH (H)-91 233 REVISION DATE SHEET 2 OF 2 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 104.04 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS DI -2A, 2B, 2C EXISTING OR PROPOSED SIDEWALK, SEE NOTE 15 EXPANSION JOINT BACK OF SIDEWALK EXPANSION JOINT ISA 5ARCS CA -1 a �C = ? \ FACE OF CURB -/ C CRACK CONTROL J 2'-O„ 8„ 2 _2„ 8, G 6" MIN. 10' MAX. PLAN VIEW A L -VARIABLE -MAX. 20' BARS F ` GALVANIZED MC 6 X 12 FB I I a 2", 3"` DIAMETER I BARS E WEEP HOLE 101 SEE NOTE 8 FRONT ELEVATION I 1 I 1`� = I I I I� - I 1 I FLOW FOR USE ON GRADES DI -2C L L -1 I i - -EL-Ow 1 Fly 1 FOR USE IN SAGS BOTH SIDES TO BE SYMMETRICAL XVD= ROAD AND BRIDGE STANDARDS SHEET 1 OF 2 REVISION DATE 104.03 GALV. 8'-8" S" 2'-2" 8" GALV. MC6 BARS A-1 a 10„ C -C o BARS B R) a 10" C -C jry N BARS C a 6" C -C 00 BARS A a 10" C -C SECTION 13-13 LO1_2N� }(21/z XI/4" rY E X12 3'-2" D_ D WELDED JOINTS TYPICAL 2", 12„ 97 e- �E COLLAR cn C11 _ _ �a WEEPHOLE 5", X 1 " 11/4 L 21j,"X26 '"X1/4"" 4 a7 BARS A-1 r SEE NOTE 8 BENT �,LATES c3i GALV'ANIZA SLOPE OF o f BARS A APPROACH _ w 0 w - - a 0" C -C - IL z = BARS - u' SURFACE a BARS B a � w Nd 1fl 11 'X4" STUD N A SMEAR CONN. z .. BARS F S C C es WELDED TO ANGL IRON a 2' C -C TYPE A SURFACE TYPE B + STEPS NOSE DETAILS 2„ 3„ SEE NOTE 5 TYPE A NCSE DETAIL SHALL BE USED WITH CG -7 STANDARD. 3"-7'" TYPE B NOSE DETAIL SHALL BE USED WITH CG -5 STANDARD. GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE SECTION A -A OF SHEARpCONNECTORSOWELDDBE OTORED 13ENTI PLAAXAT 2'C -C. FOR STEP DETAILS SEE STD. ST -1. STANDARD CURB DROP INLET SPECIFICATION REFERENCE 1211 - 24" PIPE: MAXIMUM DEPTH (H) 9' 233 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 2016 ROAD & BRIDGE STANDARDS A 2016 ROAD & BRIDGE STANDARDS DI -7.7A, 76 DETAILS OF CONCRETE COVER AND GRATE rim- B CONCRETE CLASS A3 REINFORCING S`EEL 0.423 C. Y. 10' MAX. 1'-4'" 2'-01" 2" DIAMETER BAR 0 10.66 LBS./FT. NOTES 2,_15" c.1 NONE 5"4" BARS A -I L 2j2"X2j/2 XI/4,l GALV. SLOPE OF OR NO. 14 BILLET STEEL BAR a 7.65 3`0„ - APPROACH SURFACE GALV. MC6X12 METHOD OF PLACEMENT A•4'-10" (42" PIPE) B-3"-6" (42" PIPE)IPE V-2,!1-3"-0" - LBS./FT., (ASTWGRADE 1. GRATE A IS TO BE UTILIZED IN (FOR DETAILS SEE /�SHEET 4 THE EVENT THE INVERT OF THE OUTFALL 33" CONCRETE COVER 2 OF 3) WARPED SECTION D -D (FOR DETAILS SEE > - BARS E SURFACE 3'-5' SHEET 2 OF 37 a 6" C -C WELD 1-9" 17. GRATE BARS TO BE PARALLEL TO DITCH FLOW. AGGREGATE. SEE NOTE7. ;B BEFORE FOOT OF DEPTH. BARS - 1 GALV. T. DI -7 NO GUTTERS.2. Q 6" C- 8 " AND PLACING ALL MATERIALS INCIDENTAL TO WELD ALL SEE NOTE S. w _jSEE NOTE B. M 6X12 /2" X 4" DI -7A NO GUTTER IN ONE DIREC-ION. a PRICE FOR THE STRUCTURE. STUD SHEAR PROVIDE SAFETY SLABS WHEN SPECIFIED ON SECTION C -C CONNECTOR PLANS. DI -7B GUTTER IN BOTH OIRECTIONS. 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0'" TO COLLAR. STEPS, SEE NOTE 5. ADECREASE TO 1" OR GREATER. FOR DETAILS SEE STANDARD ST -1. y SUBJECT Tfl TRAFFIC. WHEN INLET IS USED SECTION E -E =w all F -a„3 WITH MEDIANS. _ AX4 1`4" WARPED GUTTER 2. BBE TWIITH BARS A-1� /APPROACH a�`U ///�� GUTTER 7" HOOKS OF FA13RICATCRS DESIGN TO BE cn C11 _ _ �a WEEPHOLE 5", X 1 " 11/4 L 21j,"X26 '"X1/4"" 4 a7 BARS A-1 r SEE NOTE 8 BENT �,LATES c3i GALV'ANIZA SLOPE OF o f BARS A APPROACH _ w 0 w - - a 0" C -C - IL z = BARS - u' SURFACE a BARS B a � w Nd 1fl 11 'X4" STUD N A SMEAR CONN. z .. BARS F S C C es WELDED TO ANGL IRON a 2' C -C TYPE A SURFACE TYPE B + STEPS NOSE DETAILS 2„ 3„ SEE NOTE 5 TYPE A NCSE DETAIL SHALL BE USED WITH CG -7 STANDARD. 3"-7'" TYPE B NOSE DETAIL SHALL BE USED WITH CG -5 STANDARD. GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE SECTION A -A OF SHEARpCONNECTORSOWELDDBE OTORED 13ENTI PLAAXAT 2'C -C. FOR STEP DETAILS SEE STD. ST -1. STANDARD CURB DROP INLET SPECIFICATION REFERENCE 1211 - 24" PIPE: MAXIMUM DEPTH (H) 9' 233 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 2016 ROAD & BRIDGE STANDARDS A 2016 ROAD & BRIDGE STANDARDS DI -7.7A, 76 DETAILS OF CONCRETE COVER AND GRATE rim- B CONCRETE CLASS A3 REINFORCING S`EEL 0.423 C. Y. DETAILS OF GUTTER AND CLASS A3 2" DIAMETER BAR 0 10.66 LBS./FT. NOTES 2,_15" (CU. YDS.) NONE 5"4" 1 2.148 OR NO. 14 BILLET STEEL BAR a 7.65 GROUT MATERIALS INCIDENTAL TO THE SHAPING IS TO BE METHOD OF PLACEMENT A•4'-10" (42" PIPE) B-3"-6" (42" PIPE)IPE V-2,!1-3"-0" - LBS./FT., (ASTWGRADE 1. GRATE A IS TO BE UTILIZED IN (FOR DETAILS SEE /�SHEET 4 THE EVENT THE INVERT OF THE OUTFALL 33" CONCRETE COVER 2 OF 3) RATE ALOCATIONS NOT NORMALLY (FOR DETAILS SEE NOTES <w 3'-5' SHEET 2 OF 37 SEE NOTE7. SUBJECT TO TRAFFIC. 17. GRATE BARS TO BE PARALLEL TO DITCH FLOW. AGGREGATE. SEE NOTE7. APPROPIATE CUBIC YARDS OF CONCRETE FOR EACH PREVENT STANDING OR PONDING OF WATER FOOT OF DEPTH. rn IN THE STRUCTURE. THE COST OF FURNISHING T. DI -7 NO GUTTERS.2. w ' WEEP HOLE. AND PLACING ALL MATERIALS INCIDENTAL TO SEE NOTE S. w _jSEE NOTE B. GRATE B tl5 TO BE UTILIZED IN DI -7A NO GUTTER IN ONE DIREC-ION. a PRICE FOR THE STRUCTURE. 14, PROVIDE SAFETY SLABS WHEN SPECIFIED ON LIFT HOLES LOCATIONS NORMALLY PLANS. DI -7B GUTTER IN BOTH OIRECTIONS. 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0'" STEPS, SEE NOTE 5. OR GREATER. FOR DETAILS SEE STANDARD ST -1. y SUBJECT Tfl TRAFFIC. _ =w all F -a„3 _ AX4 r� % 2. BBE TWIITH I p I X HOOKS OF FA13RICATCRS DESIGN TO BE FW DETAILS GRATE F LS� T IR7YING X BRIE TO DEO`HELED 04D X 8"CSMOOTHOVER REVISION DATE SHEET 1 OF 3 I STUD SHEAR zx (GRATE SHEET 103.08. • :' :'8, RODS a APPROK.12' C -C TO PREVENT SETTLE - MENT. IN LIEU OF DOWELS A 2"' X 4" NOTCH MAY 04 - CONNECTOR DETAIL A 4. DRE RETETO COVER AND GRAAS BE PROVIDED. SEE STANDARD T -DI -3, 4 ALTERNATE DESIGN. SECTION B -B STEEL MHARDWARE UM WIRE ICLOTHRANCHORED CAST IN PLACE TE NUMBER 4EMESH 1 31 B GRATE TYPE I OR III #5X5' -O" BARS SINGLE UNIT. OUTSIDE DIMENSIONS OF GRATE TO 3. VARIABLE 2:1 OR FLATTER. PLAN VIEW (FROM PLANS) (12 REQ'D,) BE 3 4" X 2" 11 {GRATE A} 4 DITCH GRADE MUST BE ADJUSTED TO MEET 9. THE TYPE OF INLET ;PRECAST OR CAST IN PLACE), 21 „ OR 3'-4" X 2'-11/42" (GRATE B). NOTES (CONT) DIFFERENCE IN ELEVATION. SEE LONGITUDINAL SEE DETAIL cv 5. ALTERNATE METHODS OF SECTION. N ANCHORING ANGLE IRON WILL BE ACCEPTABLE IF APPROVED BY THE '' LESS LENGTH DEPTH (ARE qF 31/ , 3b�l 1 ", ENGINEER. WINGS TO BE EXTENDED AS DIRECTED SECTION A -A BY THE ENGINEER. SECTION ®-B 6. GRATE AND COLLAR ARE TO BE 6. CURTAIN WALL TO BE LOCATED AT THE END OF GRATE A GALVANIZED. THE PAVED DITCH SECTIONS OF THE DI -7A & 7 T TAR OT TT Y T R APPROXIMATE QUANTITIES CONCRETE CLASS A3 REINFORCING S`EEL 0.423 C. Y. 63 LBS. BAR SPACING CHART GRATE MAXIMUM DIMENSION -YPE A B I 11/2 3", 7. CONCRETE COVER MAY BE !}I B HA E N ABU EDB O HE PRECAST OR CAST IN PLACE. DRAINAGE. 8. CONCRETE TO BE CLASS A3 IF CAST 7. IF NORMAL DITCH GRADE IS TOO FLAT TO ALLOW IN PLACE. 4000 PSI IF PRECAST. FOR ADJUSTED GRADE TO INLET, A SPECIAL GUTTER DETAIL WILL BE REQUIRED ON PLANS. 9. GRATE BARS TO BE PARALLEL TO DITCH FLOW. 5'-4" l Ot.'i R WAS, 2'•p,, 2 "�` = gNLET 5""4` -DICH©„ DCH i ETJ -D ` 1 Nr Dr Y SECTION A -A SEE NOTE , SEE NOTE O EN3 SEE NOTE 3 5^ a R p G yp RR C, P4 BOTH SLOPES FLAT ONE I,NTERME[�AT ©SLOPE �A - I Fk. INLET DITCH INLET 2 O` - 2 O` BACK OF BERM 0;+ (y.. 7:' 7=' DITCH GUTTER GRADE _ TO BE PROVIDED - SEE NOTE fi - ADJUSTED TO MEET AS DIRECTED BY THE D D a � �6 '� INLET ELEVATION ENGINEER CDI-7A ONLY).. SEE NOTE 3 ! NORMAL MEDIAN TYPICAL ELEVATION SEE NOTE 3 SEE NOTE 3 ITCH GRADE SEE NOTE 4 0:10R FLATTER ONE STEEP SLOPE -ONE FLAT SLOPE BOTH SLOPES STEEP APPROXIMATE QUANTITY FOR ONE CURTAIN WALL, MEASURED FROM BOTTOM OF GUTTER CONCRETE CLASS A3 0.241 CU. YDS. APPROXIMATE QUANTITIES CONCRETE DI -7 DI -7A DI -78 CLASS A3 15" TO BE SHAPED IN ACCORDANCE WITH STANDARD 2,_15" (CU. YDS.) NONE 1.211 1 2.148 LONGITUDINAL SECTION (WHEN INLET IS LOCATED ABOVE NORMAL DITCH GRADE) SEE NOTE 8. XVDOT STANDARD MEDIAN DROP INLET SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SHEET 2 OF 3 REVISION DATE 12" TO 42" PIPE 241 104.23 VIRGINIA DEPARTMENT OF TRANSPORTATION 503 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS NCTES DI -7, 7A" 79 1. DEPTH OF INLET (H)TO BE SHOWN ON PLANS. B B 2. THE "H'° DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF THE OUTFALL - E CO PIPE TO TE TOP OF THE STRUCTURE.PLAN H DIMENSIONS ARE APPROXIMATE -'ONLY OR ESTIMATING PURPOSES AND THE ACTUAL DIMENSIONS SHALL BE DETERMINED BY THE CDNTRACTOR FROM FIELD CONDITIONS.. MAXIMUM DEPTH (H) TO BE 12'-8. RECOMMENDED 'MINIMUM HEIGHT CHART PLAN f PLAN 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS 2'-6"' (COVER REMOVED) 15" TO BE SHAPED IN ACCORDANCE WITH STANDARD 2,_15" A-4'-4" (12" - 36" PIPE) (COWER REMOVED) IS -1. THE COST OF FURNISHING AND PLACING ALL 21" B-3'-0" (12" - 35" PIPE) GROUT MATERIALS INCIDENTAL TO THE SHAPING IS TO BE 3'-7" A•4'-10" (42" PIPE) B-3"-6" (42" PIPE)IPE 71 CONCRETE COVER INCLUDED IN THE BID PRICEN FOR THE STRUCTURE. 1. 30" (FOR DETAILS SEE /�SHEET 4 THE EVENT THE INVERT OF THE OUTFALL 33" CONCRETE COVER 2 OF 3) P P IS HIGHER THAN THE BOTTOM OF THE co (FOR DETAILS SEE 40 11 AGGREGATE. STRUCTURE,THE INVERT OF THE STRUCTURE 4'-11"" SHEET 2 OF 37 SEE NOTE7. SHALL BE SHAPED WITH CEMENT MORTAR TO 17. GRATE BARS TO BE PARALLEL TO DITCH FLOW. AGGREGATE. SEE NOTE7. APPROPIATE CUBIC YARDS OF CONCRETE FOR EACH PREVENT STANDING OR PONDING OF WATER FOOT OF DEPTH. rn IN THE STRUCTURE. THE COST OF FURNISHING C14r� WEEP HOLE• w ' WEEP HOLE. AND PLACING ALL MATERIALS INCIDENTAL TO SEE NOTE S. w _jSEE NOTE B. THE SHAPING IS TO BE INCLUDED IN THE BID a PRICE FOR THE STRUCTURE. 14, PROVIDE SAFETY SLABS WHEN SPECIFIED ON LIFT HOLES PLANS. INCREMENT PER FOOT OF ADDITIONAL DEPTH (HI =0.362 CU. YD5. (12" - 36" 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0'" STEPS, SEE NOTE 5. OR GREATER. FOR DETAILS SEE STANDARD ST -1. y ,�-� _ =w 6. REINFORCED CONCRETE FOOTING MAY BE r� % PRECAST OR CAST -IN-PLACE. TWO LIFTING 1211 TO 42" PIPE I p I X HOOKS OF FA13RICATCRS DESIGN TO BE X PROVIDED IN PRECAST FOOTING REVISION DATE SHEET 1 OF 3 I 7. 4" DEPTH AGGREGATE #68,#78, OR #8 X 6" WIDTH. m • :' :'8, 104.22 3" DIAMETER WEEP HOLE WITH 12"X12' PLASTIC SEE NOTE 4. HARDWARE CLOTH 1/i" MESH OR GALVANIZED SECTION A -A SECTION B -B STEEL MHARDWARE UM WIRE ICLOTHRANCHORED CAST IN PLACE NUMBER 4EMESH PRECAST FIRMLY TO THE OUTSIDE OF THE STRUCTURE. FOR USE WITH 12" TO 42" PIPES 9. THE TYPE OF INLET ;PRECAST OR CAST IN PLACE), NOTES (CONT) DETAILED HEREON TO BE CONSTRUCTED WILL BE RECOMMENDED 'MINIMUM HEIGHT CHART PIPE SIZE H DIMENSION CONC. CORR. METAL 12" 2'-6"' 2'-5"" 15" 2"-91/4" 2,_15" 18" 3'-012" 2'-11" 21" 3"-3y4' 3"-21" 24" 3'-7" 3'-5" 27" 3"-101j4" 3"-8" 30" 4'-1/2" 3'-11' 33" 4'-4y4" 4'-2„ 36"" 4"_8," 4"_5" 42" 5'-2/2' 4'-11"" S PE CI FICAT I O N REFERENCE 241 503 2016 ROAD & BRIDGE STANDARDS �ALTx ofCONSTRUCT NEW TERMINAL BUILDING SITE WORK DOAV NO. JOB NO. �1 Lf CS -0059-29 (DESIGN) 17046 3544 North Progress Avenue Suite 200 g / ��,DELTA IRPORT��O � DRAWN BY: SHEET Harrisburg, Pennsylvania 17110 ° TILE D DRAINAGE DETAILS MJH 22 Lic. No. 061939 DESIGNED BY: OF phone: (717) 652-8700 fax: (717) 652-8371 TJS/TLB www.deItaairport.comCONSULTANTS, �s� SCALE: DATE: ZONAL ti Digitally signed byTylerLBailey WINCHESTER REGIONAL AIRPORT 40 NO. REVISIONS BY APP. DATE Date: 2020.06.2315:31:27-04'00' NONE JUNE 2020 AT THE OPTION OF THE CONTRACTOR. 15. DI -7 -------- NO GUTTER 10. FOR DETAILS OF CONCRETE COVER, COLLAR AND DI -7A -------SINGLE GUTTER WHEN DROP INLET GRATE AND THE METHOD OF PLACING APPROACH IS ON A GRADE. GJTTER SEE SHEET 2 OF 3. DI -7B------ COUBLE GUTTER WHEN DROP INLET 11, CAST -IN PLACE CONCRETE IS TO BE CLASS A3 IS IN A SAG BETWEEN TWO GRADES. (3000 PSI). PRECAST CONCRETE IS TO BE 4DOO PSI. 16. FOR DETAILS OF PRECAST DI -7 NOT SHAWN HEREON SEE PRECAST UNIT ASSEMBLY DIAGRAM, PAGE 103.01, 12. CONCRETE QUANTITIES SHOWN ARE FOR INDICATED FOR PRECAST GENERAL NOTES, PAGE 103.02 AND FOR DEPTH (H} WITHOUT PIPES. THE AMOUNT APPLICABLE PRECAST BASE, RISER, AND TOP DETAILS, DISPLACED BY PIPES MUST BE DEDUCTED TO PAGES 103.07 THRU 103.12. OBTAIN TRUE QUANTITIES. FOR INLETS OF DIFFERENT DEPTH'S ADD OR SUBTRACT THE 17. GRATE BARS TO BE PARALLEL TO DITCH FLOW. APPROPIATE CUBIC YARDS OF CONCRETE FOR EACH FOOT OF DEPTH. PIPE 12" 15" 18" 24"' 3J" 36" 42" 13, PAVED DITCHES ARE TO BE TRANSITIONED TO MEET INLET GUTTER AS SHOWN IN STANDARD PG -2A MINIMUM DEPTH 2'-0"' 2'-31/�" 2'-61/x" 3 1, 3,_72, 4"_2„ 4,_8/2," CONCRETE ,947 1045 1.143 1.339 1.535 1.731 1.927 14, PROVIDE SAFETY SLABS WHEN SPECIFIED ON CUBIC YARDSTHE PLANS. INCREMENT PER FOOT OF ADDITIONAL DEPTH (HI =0.362 CU. YD5. (12" - 36" PIPE) 0.410 CU. YDS, (42" PIPE) STANDARD MEDIAN DROP INLET ROAD AND BRIDGE STANDARDS 1211 TO 42" PIPE REVISION DATE SHEET 1 OF 3 VIRGINIA DEPARTMENT OF TRANSPORTATION 104.22 2016 ROAD & BRIDGE STANDARDS �ALTx ofCONSTRUCT NEW TERMINAL BUILDING SITE WORK DOAV NO. JOB NO. �1 Lf CS -0059-29 (DESIGN) 17046 3544 North Progress Avenue Suite 200 g / ��,DELTA IRPORT��O � DRAWN BY: SHEET Harrisburg, Pennsylvania 17110 ° TILE D DRAINAGE DETAILS MJH 22 Lic. No. 061939 DESIGNED BY: OF phone: (717) 652-8700 fax: (717) 652-8371 TJS/TLB www.deItaairport.comCONSULTANTS, �s� SCALE: DATE: ZONAL ti Digitally signed byTylerLBailey WINCHESTER REGIONAL AIRPORT 40 NO. REVISIONS BY APP. DATE Date: 2020.06.2315:31:27-04'00' NONE JUNE 2020 3 43 ,tw o (D Q b - Z co Qw 0X COMPA CRUSHED AG CO COMPACTED i /-%VVI\L l7/YI L l T \T T�1r 7d.WWAIIIIIIII,MJ IIIIIIIIMrr VSUBBASE CLASS B PIPE BEDDING DETAIL (UNDER PAVEMENT) NTS NOTES: 1. D = OUTSIDE PIPE DIAMETER. 2. COMPACTED AASHTO NO. 57 AGGREGATE PIPE BEDDING AND R-309 PIPE BACKFILL SHALL BE INCIDENTAL TO THE COST OF THE PIPE. COMPACTED VDOT 21 B CRUS AGGREGATE BASE STL, N" CVIOTIAIr1 t_mf_ll IKIr'% MIN CLASS B PIPE BEDDING - WITHOUT FILTER FABRIC DETAIL NTS NOTES: 1. D = OUTSIDE PIPE DIAMETER. 2. OFF-SITE BACKFILL MATERIAL MAY BE NECESSARY TO OBTAIN COMPACTION. SELECT MATERIAL SHALL BE INCIDENTAL TO PRICE OF PIPE. DI-3AA,3BB,3CC SECTION A -A See Note 19 NOTES STEEL BARS H 1. DEP-11 OF INLET (H) TO BE SHOWN ON PLANS. 9. ALL REINFORCING STEEL SHALL HAVE A MIN. Steps. See MINIMUM DEPTH (H) TO BE 8"-0". MAXIMUM LENGTH Note 5. 1 3'-6" DEP-H TO BE 20'-0". FORINLETS LESS THAN 1 1 36 Bars V 0.22 8" USE STANDARD DI -3A, 38, 3C. e ALL REINFORCING STEEL TO BE CUT CLEAR OF Concrete 8" c -c BARS A ALL OPENINGS BY 2''. 2. THE "H" DIMENSION SHOWN ON THE STANDARDS 4J BARS D BARS E A 11. CAST -IN PLACE CONCRETE IS TO BE CLASS A3 Optional I Construction Bars H, PIPE TO THE TOP OF THE STRUCTURE, Joint - 4000 PSI. 8 NOTES STEEL BARS H 1. DEP-11 OF INLET (H) TO BE SHOWN ON PLANS. 9. ALL REINFORCING STEEL SHALL HAVE A MIN. NO. LENGTH REQ'D. MINIMUM DEPTH (H) TO BE 8"-0". MAXIMUM LENGTH COVER OF 2". 1 3'-6" DEP-H TO BE 20'-0". FORINLETS LESS THAN 1 1 36 1 H-1'-4" 0.22 8" USE STANDARD DI -3A, 38, 3C. 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF Concrete BARS A ALL OPENINGS BY 2''. 2. THE "H" DIMENSION SHOWN ON THE STANDARDS 4J BARS D BARS E AND SPECIFIED ON THE PLANS WILL BE 11. CAST -IN PLACE CONCRETE IS TO BE CLASS A3 BARS G MEASURED FROM THE INVERT OF THE OUTFALL (3000 PSI). PRECAST CONCRETE IS TO BE Bars H, PIPE TO THE TOP OF THE STRUCTURE, No. 4000 PSI. #5 a 12" c -c PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY No_ Lin. Ft. * No. Lin. Ft: FOR ESTIMATING PURPOSES AND THE ACTUAL 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE LSTEPSg I DIMENSIONS SHALL BE DETERMINED BY THE Lin. Ft.* SHOWN ON PLANS, 1 CONTRACTOR FROM FIELD CONDITIONS. 1.15 NOTE - - 13. WHEN INLET IS USED IN 4' MEDIAN BACK OF 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS 3 INLET IS TO BE SHAPED TO CONFORM WITH _ TO BE SHAPED IN ACCORDANCE WITH STANDARD _ PRCPOSED CURB. 6 IS -1. THE COST OF FURNISHING AND PLACING ALL 22 9. C MATERIALS INCIDENTAL TO THE SHAPING IS TO BE 14. IF OPTIONAL CONSTRUCTION JOINT IS USED IT IS 1'-6" INCLJDED IN THE BID PRICE FOR THE STRUCTURE. 6"-7" to 6"-10" TO BE KEYED. ALL SPLICES IN BARS V TO BE 5'-7" 3 3"-21" A MINIMUM OF 40 DIAMETERS (20"). 4. IN TIE EVENT THE INVERT OF THE OUTFALL 1'-6" 4 11-01, PIPE IS HIGHER THAN THE BOTTOM OF THE 15. FOR PLAN VIEW OF INLET SEE STANDARD DI -3A, 2.75 STRUCTURE, THE INVERT OF THE STRUCTURE 5 3B, 3C. 6 SHALL BE SHAPED WITH CEMENT MORTAR TO 3 5'-7" 3 PREVENT STANDINGOR PONDING OF WATER 16. QUANTITIES SHOWN ARE FOR MINIMUM INLETS 3 IN THE STRUCTURE. THE COST OF FURNISHING 4 OF EACH TYPE, FOR INLETS OF GREATER DEPTH 111 AND PLACING ALL MATERIALS INCIDENTAL T4 8' (H) OR LONGER SLOT (L) INCREMENTS SHOWN 3.46 THE SHAPING IS TO BE INCLUDED IN THE 81D 5-6" PER FOOT MUST BE ADDED. THE AMOUNT OF 6'-7 to 6'-10" PRICE FOR THE STRUCTURE. 5'-7" CONCRETE AND STEEL DISPLACED BY PIPES 3`2" 4 5'-6" MUST BE DEDUCTED TO OBTAIN TRUE QUANTITIES. 5. STEPS ARE REQUIRED. FOR DETAILS SEE T-0" 158 DI -3B STANDARD ST -1. 4.58 3.90 5 7`6" 17. FOR NUMBER OF BARS A -G REQUIRED AND 6. THIS ITEM MAY BE PRECAST OR CAST -IN-PLACE. 3 LENGTHS SEE SHEET 104.10. CHardware 7'-64' 3 1'-6" 7. # 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 18 FOR DESCRIPTION AND LOCATION OF DIMENSION ase 12"' C -C TO BE PLACED IN ALL AREAS ADJACENT TO ABUTTING CONCRETE TO PREVENTpHole. 4.34 L SEE SHEET 104.09. 1 9'-6" SET -LEMENT. IN LIEU OF DOWELS A 2" X 4" 6`7" to 6'-10" 3_ See Note 8. NOTCH MAY BE PROVIDED. SEE STANDARD 19. FOR ALL DETAILS, DIMENSIONS, AND 9'-6" T -DI -3, 4 FOR ALTERNATE DESIGN. 1'-6" REINFORCING STEEL ABOVE THIS LINE SEE 1. 3'" DIAMETER WEEP HOLE TO BE LOCATED TO STANDARD DI -3A, 3B, 3G, DRAIN SUBBASE MATERIAL. WEEP HOLE WITH 12`X12"' PLASTIC HARDWARE CLOTH I/4" MESH OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIAMETER 0.03", NUMBER 4 MESH HARDWARE A CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. #5 Q12" c -c 1- #5 Bar H each corner 1- #5 Bar H1 ecch alternate corner SECTION THROUGH ELEVATION SCHEDULE OF REINFORCING STEEL BARS H BARS H 1 BARS V NO. REQ''D. LENGTH NO. LENGTH REQ'D. N0. REQ'D LENGTH 4x(H+1) 1 3'-6" 4x(H-1) 1 3'-8" 1 1 36 1 H-1'-4" APPROXIMATE QUANTITIES FOR MINIMUM 8' DEPTH INLET TYPE DIMENSION L SEE NOTE 18 REINFORCING STEEL CONCRETE DI- Lin. Ft. Lbs. Cu. Yds. 3AA 2'-6" 452 3.14 388 4 -O" 494 3,47 3CC 6'-O"' 541 3.89 INCREMENTS TO BE FOR EACH ADDITIONAL DEPTH (H) AND/OR SLOT ADDED FOOT OF LENGTH (L) H L CONCRETE STEEL CONCRETE STEEL Cu. Yds. Lbs. Cu. Yds. Lbs. 0.317 54 - - 0.317 54 0.22 23.5 0.317 54 0.22 23.5 STANDARD CURB DROP INLET REIENCCR REFERENCE 1211 - 3011 PIPE= DEPTH (H) 8' TO 20' 233 10411 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 01-3A, 38. 3C CVC h CInl. IAtAIT 2016 ROAD & BRIDGE STANDARDS E_KPANSION KEYED _XY. FOR DETAILS OF INLET JOINT CONST BARS D FRAME & COVER BACK OF SIDEWALK Y JOINT- 11 SEE STANDARD IC -2. it l 'BAR G C F I II 3AR F L- BAR A I II BARS D GUTTER FACE OF CURB CR K CONTROL JOINT CRACX PLAN F --A I-VGPIGRI F - sm -' SECTION A -A MIN. MAX. KEYED CONST. JOINT 2'-10"_I._2-'LA WARPED 2" GUTTER PROACH TTER dp I- - - - - - - - -� _ - - - - - - - - - - - - -'i RS G I 0tRS' BARS F BARS E L_ B �*3" DIA14ETER 60 E BARS B WEEP HOLE FRONT ELEVATION BARS F P - - - - - - (GUTTER REMOVED)3'-0" 5X)/4- BENT PLATE SECTION B -B 'A R TYPE A NOSE DETAIL SHALL BE USED WITH CG -3 & CG -7 STANDARDS. ;'tl L2%z"x21fz"xl/," GALVANIZED TYPE B NOSE DETAIL SHALL BE USED WITH CG -2 & CG -6 STANDARDS. TYPE A TYPE B I/z" X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON ANANGLE OF 68'30' TO ANGLE IRON AT 2'C -C. CONNECTORS AND IS TO BE ANCHORED WITH 1/2" X 4" STUD SHEAR �©�E DETAILSWELDED TO BENT PLATE AT 2'C -C- 2" � APPR.PAVEMENT DI -3AB DI -3B L DI -3C L WARPED PAVEMENT 777 FLOW � I � FLOW FLOW 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL XVIUIDT SON ROAD AND BRIDGE STANDARDS STANDARD C URB DROP INLET REFER€NCE SHEET I OF 2 REVISIDN DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8" 233 104,09 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS TABLE OF QUANTITIES DI -3A" 38.3C L AREA of SLOT 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. 7, REINFORCING STEEL BAR C E BARS B c � 12" C -C TO BE PLACED IN ALL AREAS ADJACENT RE 2„ RIB, Q. z TYPE CURB AND GUTTER. Concrete BARS A 5i + OLE. _ o 4J BARS D BARS E oTE 8 TF � us BARS G WEIGHT rn VI Sq. Ft. Cu. Yds. No. Lin. Ft. * r7 Iu Lin. Ft. No_ Lin. Ft. * No. Lin. Ft: No. Lin. Ft.* No. LSTEPSg I No. Lin. Ft.* Lbs. 1 2"-6" 1.15 NOTE -' SECTION A -A MIN. MAX. KEYED CONST. JOINT 2'-10"_I._2-'LA WARPED 2" GUTTER PROACH TTER dp I- - - - - - - - -� _ - - - - - - - - - - - - -'i RS G I 0tRS' BARS F BARS E L_ B �*3" DIA14ETER 60 E BARS B WEEP HOLE FRONT ELEVATION BARS F P - - - - - - (GUTTER REMOVED)3'-0" 5X)/4- BENT PLATE SECTION B -B 'A R TYPE A NOSE DETAIL SHALL BE USED WITH CG -3 & CG -7 STANDARDS. ;'tl L2%z"x21fz"xl/," GALVANIZED TYPE B NOSE DETAIL SHALL BE USED WITH CG -2 & CG -6 STANDARDS. TYPE A TYPE B I/z" X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON ANANGLE OF 68'30' TO ANGLE IRON AT 2'C -C. CONNECTORS AND IS TO BE ANCHORED WITH 1/2" X 4" STUD SHEAR �©�E DETAILSWELDED TO BENT PLATE AT 2'C -C- 2" � APPR.PAVEMENT DI -3AB DI -3B L DI -3C L WARPED PAVEMENT 777 FLOW � I � FLOW FLOW 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL XVIUIDT SON ROAD AND BRIDGE STANDARDS STANDARD C URB DROP INLET REFER€NCE SHEET I OF 2 REVISIDN DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8" 233 104,09 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS TABLE OF QUANTITIES DI -3A" 38.3C SPECIFICATION 1vooT REFERENCE STANDARD CURB DROP INLET ROAD AND BRIDGE STANDARDS 233 12" - 30"I PIPE: MAXIMUM DEPTH (H) - 8- REVISION DATE SHEET 2 OF 2 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 1D4.10 2016 ROAD & BRIDGE STANDARDS �ALTx of CONSTRUCT NEW TERMINAL BUILDING SITE WORK DOAV NO. JOB NO. �1 Lf CS -0059-29 (DESIGN) 17046 3544 North Progress Avenue Suite 200 g i ��,DELTA IRPORT�ti�-`� � DRAWN BY: SHEET Harrisburg,Pennsylvania 17110 MJH y ° AILEI�y DRAINAGE DETAILS 23 Lic. No. 061939 DESIGNED BY: phone: (717) 652-8700 # fax: (717) 652-8371 6/2�/�� TJS/TLB OF www.deltaairport.cam CONSULTANTS, INC.S10NAL SCALE: DATE: � Digitally signed by Tyler L Bailey WINCHESTER REGIONAL AIRPORT 40 NO. REVISIONS BY APP. DATE Date: 2020.06.2315:32:58-04'00' NONE JUNE 2020 L AREA of SLOT 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. 7, REINFORCING STEEL THIS AREA MAY BE EARTHEN„ IN WHICH CASE 12" C -C TO BE PLACED IN ALL AREAS ADJACENT THE EXPANSION JOINTS WILL APPLY ONLY TO 2. THE "H" DIMENSION SHOWN ON THE STANDARDS TYPE CURB AND GUTTER. Concrete BARS A BARS B MEASURED FROM THE INVERT OF THE OUTFALL BARS C BARS D BARS E CONCRETE QUANTITIES SHOWN ARE FOR DEPTH BARS F B. BARS G WEIGHT (H) OF 5'-2" WITHOUT PIPES. THE AMOUNT Ft. Sq. Ft. Cu. Yds. No. Lin. Ft. * No. Lin. Ft. No_ Lin. Ft. * No. Lin. Ft: No. Lin. Ft.* No. Lin. Ft.* No. Lin. Ft.* Lbs. DI -3A 2"-6" 1.15 2.26 - - - - 1 5'-7" 3 3`-2" _ _ _ - 6 1"-0"" 22 9. C 1.83 2.59 5 1'-6" 2 6"-7" to 6"-10" 3 5'-7" 3 3"-21" 4 1'-6" 3 1'-6" 4 11-01, 64 IN THE EVENT THE INVERT OF THE OUTFALL 6' 2.75 3.02 5 3-61' 6 6'-7" to 6'-10" 3 5'-7" 3 3`2" 4 3'-6" 3 1'-61' 4 V-0" 111 INLET IS TO BE SHAPED TO CONFORM TO 8' 3.67 3.46 5 5-6" 10 6'-7 to 6'-10" 3 5'-7" 3 3`2" 4 5'-6" 3 1'-6" 1 4 T-0" 158 DI -3B 10° 4.58 3.90 5 7`6" 14 6`7" to 6"-10" 3 5'-71" 3 3'-2" 4 7'-64' 3 1'-6" 4 T-0" 204 OMITTED (SEE DETAIL). 12' 5.50_ 4.34 5 1 9'-6" 18 6`7" to 6'-10" 3_ 5`7" 3 N-2" 4 9'-6" 3 1'-6" 4 1. 251 14' 6.42 4.78 5 1 11'-6" 22 6'-7" to 6"-10" 3 5'-7" 3 31-2" 4 11'-6" 3 V-6` 4 1'-01' 298 16' 7.33 5.22 5 13'-6"' 26 61-71' to 6"-10" 3 5'-7" 3 3`2" 4 13'-6" 3 11-6" 4 1"-0"' 345 18' 1 8.25 5.66 5 15"-6"' 30 - 3 5'-71" 3 Y-2" 4 15'-6" 3 1'-6" 4 1"-01" 391 20' 1 9.17 6.09 5 17'-6" _34 6"-7" to 6"-10" 3 5'-7" 3 3'-2" 4 17'-6" 3_ 11-6.1 4 1-0" 438 W 2.75 3,01 10 V-9" 4 6'-7" to 6"-10" 5 5'-7" 3 1 3'-2"'FS 1'-9" 6 11•6" 2 T-0" 111 8' 3.67 3.45 10 2'-91' 8 6'-7" to 6"-10" 5 5'-7" 3 3`-2"2'-9" 6 1'-6" 2 V-0" 158 10' 4.58 3.89 10 3'-91" 12 6°-7"" to 6'-10"" 5 5'-7" 3 3'-2"3'-9" 6 1'-6" 2 205 12' 5.50 4.33 10 4'-9" 16 6'-7" to 6'-10" 5 5'-71" 3 3'-2"4'-9" 6 1'-6" 2 252 DI -3C 14' 6.42 4,77 10 5'-9" 20 6'-7" to 6"-10" 5 5'-7" 3 3"-2"'51-91I 6 V -13"I 2 _ 298 16' 7.33 5.21 10 6'-9" 24 6"-7"" to 6"-10"' 5 5'-71" 3 3'-2"6'-91" 6 V-6" 2 345 18' 8.25 5.65 10 7"-9" 28 6'-7" to 6' 10" 5 5'-7" 3 3`-2"7'-9" 6 1'-6" 2 392 20' 9.17 6.09 10 8"-9'" 32 6'-7°' to 6"-1O 5 5'-7" 3 3"2"8'-9" 6 1 V-6` 2 T - O" 439-1 SPECIFICATION 1vooT REFERENCE STANDARD CURB DROP INLET ROAD AND BRIDGE STANDARDS 233 12" - 30"I PIPE: MAXIMUM DEPTH (H) - 8- REVISION DATE SHEET 2 OF 2 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 1D4.10 2016 ROAD & BRIDGE STANDARDS �ALTx of CONSTRUCT NEW TERMINAL BUILDING SITE WORK DOAV NO. JOB NO. �1 Lf CS -0059-29 (DESIGN) 17046 3544 North Progress Avenue Suite 200 g i ��,DELTA IRPORT�ti�-`� � DRAWN BY: SHEET Harrisburg,Pennsylvania 17110 MJH y ° AILEI�y DRAINAGE DETAILS 23 Lic. No. 061939 DESIGNED BY: phone: (717) 652-8700 # fax: (717) 652-8371 6/2�/�� TJS/TLB OF www.deltaairport.cam CONSULTANTS, INC.S10NAL SCALE: DATE: � Digitally signed by Tyler L Bailey WINCHESTER REGIONAL AIRPORT 40 NO. REVISIONS BY APP. DATE Date: 2020.06.2315:32:58-04'00' NONE JUNE 2020 NOTES 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. 7, * 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 15- THIS AREA MAY BE EARTHEN„ IN WHICH CASE 12" C -C TO BE PLACED IN ALL AREAS ADJACENT THE EXPANSION JOINTS WILL APPLY ONLY TO 2. THE "H" DIMENSION SHOWN ON THE STANDARDS TO ABUTTING CONCRETE TO PREVENT CURB AND GUTTER. AND SPECIFIED ON THE PLANS WILL BE SETTLEMENT. MEASURED FROM THE INVERT OF THE OUTFALL 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH PIPE TO THE TOP OF THE STRUCTURE. B. 3" DIAMETER WEEP HOLE TO BE LOCATED TO (H) OF 5'-2" WITHOUT PIPES. THE AMOUNT PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY DRAIN SUBBASE MATERIAL, WEEP HOLE WITH DISPLACED BY PIPES MUST BE DEDUCTED TO FOR ESTIMATING PURPOSES AND THE ACTUAL 12"X12" PLASTIC HARDWARE CLOTH 1/4"' MESH OBTAIN TRUE QUANTITIES. FOR INLETS OF DIMENSIONS SHALL BE DETERMINED BY THE OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIFFERENT DEPTHS ADD OR SUBTRACT 0,32 CONTRACTOR FROM FIELD CONDITIONS. DIAMETER 0.0311, NUMBER 4 MESH HARDWARE CUBIC YARDS OF CONCRETE FOR EACH FOOT CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF DEPTH. 3- WHEN SPECIFIED ON THE PLANS THE INVERT IS OF THE STRUC-URE. TO BE SHAPED"IN ACCORDANCE WITH STANDARD 17 LENGTH OF ANGLE IRON AS SHOWN ON SHEET 1 IS -1. THE COST OF FURNISHING AND PLACING ALL 9. ALL REINFORCING STEEL SHALL HAVE A MIN. OF 2 IS TO BE L +16" AT 4.10 LES.!FT.. MATERIALS INCIDENTAL TO THE SHAPING IS TO BE COVER OF 2". INCLUDED IN THE BID PRICE FOR THE STRUCTURE. 18. * DENOTES LENGTH OF ONE (1) BAR. 10, ALL REINFORCING STEEL TO BE CUT CLEAR OF IN THE EVENT THE INVERT OF THE OUTFALL ALL OPENINGS BY 2". 19_ ALL REINFORCING BARS TO BE#5. 4, PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE 11. CAST -IN PLACE CONCRETE IS TO K CLASS A3 20- WHEN INLET IS USED IN 4'-0" MEDIAN, BACK OF SHALL BE SHAPED WITH CEMENT MORTAR TO (3000 PSI). PRECAST CONCRETE IS TO BE INLET IS TO BE SHAPED TO CONFORM TO PREVENT STANDING OR PONDING OF WATER 4000 PSI, PROPOSED CURB, IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE THE SHAPNG IS TO BE INCLUDED N THE BID SHOWN ON PLANS. PRICE FOR THE STRUCTURE. 13, IF INLET IS CONSTRUCTED IN MEDIAN CURB OR 5, STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" WITH INTEGRAL CURB, GUTTER IS TO BE OR GREATER. FOR DETAILS SEE STANDARD ST -1. OMITTED (SEE DETAIL). 6. THIS ITEM MAY BE PRECAST OR CAST -IN-PLACE. 14. STANDARD INLETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING DI -MB. SPECIFICATION 1vooT REFERENCE STANDARD CURB DROP INLET ROAD AND BRIDGE STANDARDS 233 12" - 30"I PIPE: MAXIMUM DEPTH (H) - 8- REVISION DATE SHEET 2 OF 2 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 1D4.10 2016 ROAD & BRIDGE STANDARDS �ALTx of CONSTRUCT NEW TERMINAL BUILDING SITE WORK DOAV NO. JOB NO. �1 Lf CS -0059-29 (DESIGN) 17046 3544 North Progress Avenue Suite 200 g i ��,DELTA IRPORT�ti�-`� � DRAWN BY: SHEET Harrisburg,Pennsylvania 17110 MJH y ° AILEI�y DRAINAGE DETAILS 23 Lic. No. 061939 DESIGNED BY: phone: (717) 652-8700 # fax: (717) 652-8371 6/2�/�� TJS/TLB OF www.deltaairport.cam CONSULTANTS, INC.S10NAL SCALE: DATE: � Digitally signed by Tyler L Bailey WINCHESTER REGIONAL AIRPORT 40 NO. REVISIONS BY APP. DATE Date: 2020.06.2315:32:58-04'00' NONE JUNE 2020 J MR 720 720 D101 -D103 LEGEND EXISTING GRADE PROPOSED GRADE -- — — — —- HGL PROPOSED PIPE 725 725 D1 02 -D 103 -D 104-D 105 -Dl 06 �ALTx of CONSTRUCT NEW TERMINAL BUILDING SITE WORK DOAV NO. JOB NO. �1 Lf CS -0059-29 (DESIGN) 17046 3544 North Progress Avenue Suite 200 g i DELTAIRPORTtiDRAWN BY: SHEET Harrisburg,Pennsylvania 17110 MJH y AIL�Y y DRAINAGE PROFILES 24 phone: (717) 652-8700 # fax: (717) 652-8371 Lic. No. 061939 DESIGNED BY: TJS/TLB OF www.deItaairport.com CONSULTANTS, s� �0���� SCALE: DATE: ZONAL ti Digitally signed byTylerLBailey WINCHESTER REGIONAL AIRPORT HORIZ:V=20' 40 NO. REVISIONS BY APP. DATE Date: 2020.06.23 15:34:35-04'00' 1 VERT: V = 2' 1 JUNE 2020 N J 0 Q J 3 W 0(D �Q z U) QW ry Of 0X 725 725 724 U 714 714 N 724 o 712 713w 712 713 J Z p m co 712 723 LU z w < i- z ¢ U 708 723 0 708 ly o O 0 w co z a- 711 706 O c4 ' Il (D U N J z 0w w � 722o D301 > w w Q> co 705 722 >Q � cn mw pwLU J 1- w pogo 721~0=Q 704 w Z rn z 709 721 w rn ~ 1--� p~ U w p > ? O q L� ~ z co 708 00 p > D201 708 °202 > o co w J 701 720 \ m \ O cy 707 720 0- 0 C) ti 700 706 >U m 706 N 32 LF 15" DOUBLE RCP, rn 0 O> 699 o CLASS III rn C? 719 @ SLOPE = 0.1% `° 705 Z Z) 719 z ♦I HGL: 703.73 704 698 LU z w 'S J m nm 703 0.0 �O� 703 0 O I J 718 p 696 ��7cf's 0 702 00 N 718 702 > ° OR� z Z) LO 701 inco O 701 o ti 700 Ui z 717 10+50 z > 717 U') 699 698 698 697 �z 697 696 696 695 I- m N O O O 716 10+00 D208 p U 716 715 715 714 714 PROPOSED 8" WATER LINE _ 713 INV: 715.3±712 713 HGL: 712.25 HGL: 711.30 712 HGL.: 710.67 0 88 LF 15" RCP_ C ASS III 711 @ SLOPE = 0-75% '— — — 711 32LF15" —-- ��__ @ SLOPE _ CL ASS III - 1'0% 710 0 HGL: 711.62 0 104 LF 1 � 710 z o co @ SLOPIII E=1.0% �� rnC) X) m709 O r� i ti 709 Z) z0 F- zp66ti 0 o zz 0- 708 -0j z z z z p 708 LO in > > > z_z_z_ 707LO o00 707 706 706 705 705 CD co Mcl7 `1:r U')m r d' O O O O m ti ti � � ti ti 94po 10+00 10+50 11+00 11+50 12+00 D201 -D202 -D203 -D208 715 715 714 U 714 714 N p 712 713w 712 713 J Z 711 712 co 712 710 709 o) U 708 p 708 707 711 co z a- 711 706 m c4 ' 706 0w w � 710 D301 > J 710 w 705 >Q J j 704 709 Z rn z 709 Op w rn w 703 z U w ? a. 708 00 p > \ d 708 > z D402 w J 701 707 \ m \ O cy 707 0- 0 C) ti 700 706 HGL: 705.32 1- ~ 706 N 32 LF 15" DOUBLE RCP, rn 0 O> 699 o CLASS III rn \ ' z D302 705 @ SLOPE = 0.1% `° 705 Z Z) 704^�� z ♦I HGL: 703.73 704 698 LU z O 'S J m nm 703 0.0 �O� 703 0 O I LO p 696 ��7cf's 0 702 696 ,� 702 > ° OR� z 701 inco O 701 o ti 700 z 700 10+50 z 699 U') 699 698 698 697 697 696 696 695 695 N O O O 10+00 D301 -D302 LEGEND — — — — — — — EXISTING GRADE PROPOSED GRADE -- — — — —— HGL PROPOSED PIPE 715 715 714 714 713 713 712 712 711 711 710 710 709 709 708 708 707 707 706 m 0 706 w � 705 J w 705 >Q J j 704 z N Z rn 704 Op w rn 703 z U 703 ? o> D401 > z 00 p > 702 > z D402 702 701 701 700 700 N 32 LF 15" DOUBLE RCP, rn 699 o CLASS III rn 699 @ SLOPE = 0.1% `° Z Z) 698 z O> 698 LU z 697 J m nm w 697 0 O LO p 696 0 696 695 695 OR� OO O O 9 0 10+00 10+50 D401 -D402 �PLTH Of CONSTRUCT NEW TERMINAL BUILDING SITE WORK DOAV NO. JOB NO. �1 Lr CS -0059-29 (DESIGN) 17046 3544 North Progress Avenue Suite 200 0 g i O DRAWN BY: SHEET Harrisburg, Pennsylvania 17110 DELTA IRPORT 0 AILE�I t MJH DRAINAGE PROFILES 25 phone: (717) 652-8700 # fax: (717) 652-8371 .0 Lic. No. 061939 DESIGNED BY: TJS/TLB OF www.deItaaIrport.cam CONSULTANTS, INC. �0 S SCALE: DATE: dO i i IZONAL ti Digitally signed byTylerLBailey WINCHESTER REGIONAL AIRPORT HORIZ:1°=20' ■ NO. REVISIONS BY APP. DATE Date: 2020.06.23 15:37:14-04'00' VERT: 1" = 2' JUNE 2020 M J 0 Q J 3 a tw �Q z W 0X LEGEND EXISTING GRADE PROPOSED GRADE -- — — — —- HGL PROPOSED PIPE 725 725 724 724 723 m 723 0 722 722 J z_ m CO 721 CO 721 z 720 ' 720 zQ� O� 0 m °° m o >U U-1 U-1 M 719 a_0 O ^ D205 zQo o LU D 719 � Q a- (D l -- J W W W a- -j J Z Z m�� z 718 LLJOQ> ��w LU 0a mc00 � 0 u1- � �°, 718 = I-�w U) �� U� Ur` 717 p~� >� O �_� Uti 0 o z z 717 D204 o > (D �z Fm �- 0� >U m 716 D208 � U 716 > U _ D206 0 715 D209 715 D207 _FY®® 714 714 HGL 712.78 HGL 713.14 I HGL: 711.53 m 713 p 713 36 LF S 1�' RCP, CLAS — — HGL: 711.37 ww z Q 712 @S OPE=1.0% _ _,®��_ � � 712 � 64 LF 15„ RCp _ -7 HGL: 710.67 _� �Uo 711 N� 20 @ r" ���� \\ �aLU 711 � �� t 16 LF 15„ RCP, � w �} 710 . . =) z O -o CLASS @ SLOPE = 1 64 LF _ O Q 710 z » z z — 0% o - 18�� @SLOPE = _ - - . � — > (D — 1.0° 709 rn ti D106 O 709 EXISTING 8" r` C o WATERLINE TO BE _o P OPOSED 8" WATERLINE z ~ - O o \ _ HGL: 707.28 708 ABANDONED IN : 709.9± z > > O 708 INV: 711.8± z z > > - - z z z z O 320 LF 18' RCP, _ » > z z z CLASS III @ SLOPE 707 �� - - - = 1.0% HGL: 706.53 707 706 706 � 56 8" RCP :Fj CLAS705 o s nl,� OPE = 1 21°1 o� 705 zp 704 z z 704 00 00 94 LF 24" RCP @ SLOPE = 0.8% 703 703 PROPOSED 2" SEWER LINE M 702 INV: 04.2± 0�rn N 702 Lnti-o EXISTING 2" SEWER LINE U-) Lo M r` 000 r- r- I- 701 TO BE ABANDON 2220 701 INV: 701.9± z z_ z z 700 co 00 0N 700 (3) (0 M 0) 00 m I: 00 m M N 00 0) 00 Lr) 7 M M M N L!) M ti 00 N N Lfl — W M� L!) 't r r Lr) co r r CO r rl- r 00 r r 00 — �— Q0 I- r O CO �— O m I- O O 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 D204 -D205 -D206 -D207 -D208 -D209 -D1 06 LTx of CONSTRUCT NEW TERMINAL BUILDING SITE WORK DOAV NOJOB NO. . �1 Gj CS -0059-29 (DESIGN) 17046 3544 North Progress Avenue Suite 200 • g i ��,TAD IRPORT�O � � DRAWN BY: SHEET Harrisburg, Pennsylvania 17110 \ EL ° AILEY y DRAINAGE PROFILES MJH 26 Lic. No. 061939 DESIGNED BY: OF phone: (717) 652-8700 # fax: (717) 652-8371 TJS/TLB www.deItaairport.com CONSULTANTS, INC.�o��ss ��SCALE: DATE: ZONAL Digitally signed by Tyler LBailey WINCHESTER REGIONAL AIRPORT HORIZ:1"=20' ■ O NO. REVISIONS BY APP. DATE Date: 2020.06.23 15:38:27-04'00' VERT: 1" = 2' JUNE 2020 d J 31+50 32+00 33--50 0 ' b / N, D / FUTURE TERMINAL BUILDING � i' D201 I / ----� / p I \ / FINAL UTILITY CONNECTIONS TO THE PROPOSED TERMINAL BUILDING TO BE DETERMINED DURING I / I x I FINAL DESIGN OF THE TERMINAL BUILDING. 150' RT .01 -- — 0JSAN SAN---_-- CL FO -FO a FO W. N V PROPOSED PARKING LOT FOS FO FO SAN ----SA —FO FO FO SAN SAN FO FDS SAN FD .FO - REMOVE AND REPLACE EXISTING CONCRETE CHANNEL AS REQUIRED FOR INSTALLATION OF UTILITIES (NO PAY ITEM) PROPOSED TRANSFORMER 34+00 PROPOSED SEWER PUMP Z 102. I a n z (2) 4" PVC (1) 6" PVC - GT GE UG 15' D D101 c: 0 ozABANDONED D105 Z m o SANITARY G) _ z SEWER < r� mN z - m � D106 z r 2" SANITARY FORCE MAIN I ll I 2 - SHEET INDEX i FO CL LEGEND EXX I IFO DXX PROPOSED STRUCTURE NUMBER FO_-- i —FO SAN FO- FO FO FO SAN FO FO SAN FO SAN FO - --� - - F FO SAN FD FO--�--� I SAN FO FD - - - - SAN FO FO - - — PROPOSED ENDWALL/HEADWALL/WINGWALL EXISTING STORM MANHOLE 2. THE CONTRACTOR SHALL PERFORM TEST PITS ON EXISTING PROPOSED STORM MANHOLE C (S EXISTING SANITARY MANHOLE k ~ x QS PROPOSED SANITARY MANHOLE -To 000 PROPOSED UNDERDRAIN CLEANOUT NOTE 2 EXISTING FIRE HYDRANT / \ 30+00 ,� / 31+00 � � / I-32+00 ~ BASELINE "T" \ 33+00 \ ►� PROPOSED WATER VALVE C EXISTING SLIDING GATE rn � FENCE GATE NUMBER D204 D205 EXISTING ROADWAY SIGN \ S EXISTING POLE (LIGHTED) 113 ELECTRICAL JUNCTION BOX / EXISTING STORM DRAIN L1 l rn PROPOSED STORM DRAIN c__ D302 - - - - - - - - - , � D p , . o p • GRAVITY SEWER LINE 4" C c� UGC EXISTING UNDERGROUND ELECTRICAL LINE EXISTING 8" WATER LINE / x �p D202 (- UG EXISTING UNDERGROUND TELEPHONE LINE D SAN SAN - - - - - - - - - - _._. _._._. ...... ._._....... _._....... UGT PROPOSED UNDERGROUND TELEPHONE LINE ._._....... ...... ...... / 5' EXISTING FENCE FO FO AF SF PROPOSED SILT FENCE FO / _SAN GAS— 10+50 11+00 11+50 FO 12+00 / / n W VN W WSW W WSW W W 4A - —LOD- LIMITS OF DISTURBANCE PROPOSED 8" DUCTILE IRON PIPE ------ ------- / - - EXISTING AIRPORT PROPERTY LINE 5f1N- EXISTING SANITARY SEWER LINE SAN D203� ------ +;r_ II II , /• NOTE 1(TYP) I• °' °o PROPOSED CONCRETE (SIDEWALK & CURB) D102 PROPOSED CONSTRUCTION MINIMUM T CLEARANCE D o ..o ..p. o .I. / REQUIRED BETWEEN WATER 203. D Dp V D p. Op• D D D. D. ' LINE AND PROPOSED STORM p po.. SEWER. CONTRACTOR TO COORDINATE WITH X D206 FREDERICK COUNTY WATER. / D207 \ 150' RT .01 -- — 0JSAN SAN---_-- CL FO -FO a FO W. N V PROPOSED PARKING LOT FOS FO FO SAN ----SA —FO FO FO SAN SAN FO FDS SAN FD .FO - REMOVE AND REPLACE EXISTING CONCRETE CHANNEL AS REQUIRED FOR INSTALLATION OF UTILITIES (NO PAY ITEM) PROPOSED TRANSFORMER 34+00 PROPOSED SEWER PUMP Z 102. I a n z (2) 4" PVC (1) 6" PVC - GT GE UG 15' D D101 c: 0 ozABANDONED D105 Z m o SANITARY G) _ z SEWER < r� mN z - m � D106 z AIRPORT ROAD ROUTE 645 (VARIABLE WIDTH R/w) S D FO FO F-11 Oki i r 2" SANITARY FORCE MAIN I ll I 2 - SHEET INDEX i FO CL LEGEND EXX I IFO DXX PROPOSED STRUCTURE NUMBER FO_-- i —FO SAN FO- FO FO FO SAN FO FO SAN FO SAN FO - --� - - F FO SAN FD FO--�--� I SAN FO FD - - - - SAN FO FO - - — AIRPORT ROAD ROUTE 645 (VARIABLE WIDTH R/w) S D FO FO F-11 Oki i a) 2 - SHEET INDEX NOTES CL LEGEND EXX EXISTING STRUCTURE NUMBER DXX PROPOSED STRUCTURE NUMBER EXISTING DROP INLET C PROPOSED DROP INLET o EXISTING ENDWALL/HEADWALL/WINGWALL WATER EASEMENTS. PROPOSED ENDWALL/HEADWALL/WINGWALL EXISTING STORM MANHOLE 2. THE CONTRACTOR SHALL PERFORM TEST PITS ON EXISTING PROPOSED STORM MANHOLE C (S EXISTING SANITARY MANHOLE k ~ x QS PROPOSED SANITARY MANHOLE -To 000 PROPOSED UNDERDRAIN CLEANOUT EXISTING FIRE HYDRANT m• PROPOSED FIRE HYDRANT C EXISTING WATER METER '. L1 ~ EXISTING WATER VALVE \ ►� PROPOSED WATER VALVE C EXISTING SLIDING GATE rn � FENCE GATE NUMBER C -� EXISTING ROADWAY SIGN \ S EXISTING POLE (LIGHTED) 113 ELECTRICAL JUNCTION BOX C EXISTING STORM DRAIN L1 rn PROPOSED STORM DRAIN c__ D302 - - - - - - - - - PROPOSED EDGE DRAIN/UNDERDRAIN � D EXISTING DITCH PROPOSED DITCH C c� UGC EXISTING UNDERGROUND ELECTRICAL LINE rn UGE PROPOSED UNDERGROUND ELECTRICAL LINE UG EXISTING UNDERGROUND TELEPHONE LINE C LUGE- -+ UGT PROPOSED UNDERGROUND TELEPHONE LINE EXISTING FENCE FO FO SF PROPOSED SILT FENCE FO EXISTING FIBER OPTIC LINE _SAN GAS— - EXISTING GAS LINE FO Fe GAS PROPOSED GAS LINE _ - - - —LOD- LIMITS OF DISTURBANCE ----------- EXISTING FCSA EASEMENT ------ ------- PROPOSED FCSA EASEMENT - - EXISTING AIRPORT PROPERTY LINE 5f1N- EXISTING SANITARY SEWER LINE SAN PROPOSED SANITARY SEWER LINE +;r_ - EXISTING WATER LINE W PROPOSED WATER LINE I• °' °o PROPOSED CONCRETE (SIDEWALK & CURB) PROPOSED CONSTRUCTION a) 2 - NOTES CL 7 1. NO TREES OR SHRUBS SHALL BE PLACED ON FREDERICK WATER EASEMENTS. 2. THE CONTRACTOR SHALL PERFORM TEST PITS ON EXISTING WATER LINES. MINIMUM OF T COVER SHALL BE MAINTAINED. n V FACILITIES3. ADJUST FREDERICK WATER GRADE. o I _i.l 4. ALL WORK SHALL BE PER FREDERICK WATER NPECTORS REQUIREMENTS. -w-I, _ GAS GAS ------GAS 20 0 20 40 W 2 31+50 32+00 �� lnJ �3 50 w __-e------GAS GAS 35+00 SCALE: 1"=20' FEET W- GA O ' NLTH of CONSTRUCT NEW TERMINAL BUILDING SITE WORK DOAV NO. JOB NO. Lr CS -0059-29 (DESIGN) 17046 3544 North Pro ress Avenue Suite 200 � g iO DRAWN BY: SHEET Harrisburg, Pennsylvania 17110 DELTA IRP T c Al MJH Q Lic. No. 061939 UTILITY LAYOUT DESIGNED BY: 27 phone: (717) 652-8700 # fax: (717) 652-8371 .0 6/Z�/�� TJS/TLB OF www.deItaaIrport.cam INC.CONSULTANTS, °� `ww �S G� SCALE: DATE: 40 i SIONAL �� Digitally signed by TylerLBailey WINCHESTER REGIONAL AIRPORT V= _ 20 JUNE 2020 ,NO. REVISIONS BY APP. DATE Date: 2020.06.2315:41:58-04'00' I IN mq i NO. REVISIONS BY I APP. I DATE 3544 North Progress Avenue, Suite 200 Harrisburg, Pennsylvania 17110 phone: (717) 652-8700 # fax: (717) 652-8371 www.deItaa*irport.com DELTA AIRPORT 0�',w6� CONSULTANTS, INC. TH of G f AIL�yE�I y Lic. No. 061939 �__IVS10NAL FREDERICK WATER CONSTRUCTION NOTES FREDERICK WATER'S WATER AND SEWER STANDARDS AND SPECIFICATIONS ARE AVAILABLE AT WWW.FREDERICKWATER.COM 2. UTILITIES ARE TO BE PROVIDED BY: FREDERICK WATER 315 TASKER RD, PO BOX 1877 STEPHENS CITY, VA 22655 (540)868-1061 3. THE CONTRACTOR SHALL ADHERE TO FREDERICK WATER STANDARDS AND SPECIFICATIONS IN EFFECT AT THE TIME OF CONSTRUCTION. 4. THE CONTRACTOR SHALL COORDINATE WITH AND ARRANGE FOR INSPECTION BY FREDERICK WATER. 5. THE CONTRACTOR SHALL CONNECT ANEW SEWER LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 6. ANEW WATER (OR FORCED SEWER) MAIN SHALL BE CONNECTED TO AN EXISTING MAIN BY A WET TAP. FREDERICK WATER SHALL FURNISH ALL NEEDED MATERIAL AND MAKE THE TAP. a. AN APPLICATION FOR WET TAP SHALL BE SUBMITTED AND THE INITIAL FEE PAID BEFORE THE TAP IS MADE. 6. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH FREDERICK WATER'S INSPECTOR. 7. FREDERICK WATER'S MAINTENANCE DIVISION SHALL FURNISH AND INSTALL ALL WATER METERS THROUGH 2 INCH IN SIZE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. BEFORE A PERMANENT METER IS INSTALLED: a. THE METER BOX, WITH ITS FRAME AND COVER, MUST BE PROPERLY ALIGNED WITH THE YOKE BAR. b. THE FRAME AND COVER SHALL BE SET TO FINAL GRADE. c. THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR SHALL BE BETWEEN 20 AND 23 INCHES. d. ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER WORKING ORDER. 8. FOR SERVICES THAT CONNECT TO EXISTING LINES: a. FREDERICK WATER SHALL FURNISH AND INSTALL: • ALL %"X3/4", 3/4", 1", 1'/2" AND 2" WATER SERVICES • ALL SEWER SERVICES. b. THE OWNER/DEVELOPER SHALL: • COORDINATE (OR HAVE THE CONTRACTOR COORDINATE) THE LOCATION OF THE SERVICE LATERAL WITH FREDERICK WATER'S ENGINEERING ASSISTANT. • SUBMIT AN APPLICATION FOR SERVICE AND PAY THE REQUIRED FEES. 9. ALL WATER SERVICE LINES MUST HAVE A BACKFLOW PREVENTION ASSEMBLY (DOUBLE CHECK VALVE OR RPZ, AS REQUIRED). THE ASSEMBLY MUST MEET ASSE STANDARD NUMBER 1015 OR 1013. 10. ALL FIRE LINES MUST HAVE A BACKFLOW PREVENTION ASSEMBLY (DETECTOR DOUBLE CHECK VALVE OR RPZ, AS REQUIRED). THE ASSEMBLY SHALL MEET ASSE STANDARD NUMBER 1048 OR 1047. ANY PRIVATELY OWNED FIRE LINE, INTERIOR OR EXTERIOR, SHALL ALSO HAVE A FIRE SERVICE HP PROTECTUS III METER. THIS ASSEMBLY SHALL BE INSTALLED IMMEDIATELY BEFORE THE BACKFLOW PREVENTION UNIT. RADIO READ REMOTES ARE REQUIRED. 11. FREDERICK WATER SHALL REVIEW THE MECHANICAL PLAN(S) FOR DESIGN AND MATERIAL APPROVAL OF A BUILDING'S: a. DOMESTIC WATER METER AND ITS BACKFLOW PREVENTION DEVICE, AND/OR ITS b. FIRE SERVICE LINE'S WATER METER AND BACKFLOW PREVENTION DEVICE. 12. DEQ MUST ALSO APPROVE SEWER PUMP STATIONS. FREDERICK WATER REQUIRES A COPY OF DEQ'S CERTIFICATE TO OPERATE AND A COPY OF THE STATION'S DEQ APPROVED O&M MANUAL. THESE DOCUMENTS MUST BE RECEIVED BEFORE SUBSTANTIAL COMPLETION IS ISSUED AND WATER METERS RELEASED. CONSTRUCT NEW TERMINAL BUILDING SITE WORKI DOAV NO. I JOB NO. CS -0059-29 (DESIGN) 17046 UTILITY NOTES Digitally signed byTyler LBaileyl WINCHESTER REGIONAL AIRPORT Date: 2020.06.23 15:54:42 04'00' DRAWN BY: MJH DESIGNED BY: TJS/TLB SCALE: DATE: NONE I JUNE 2020 SHEET 28 OF 40 J D 0 a J 3 ,tW 00 r -Q z 66 ,of ox L Md. In addition to restraining each joint of the fitting, any joint that falls within the specified length of each branch of the fitting shall ae restrained. L = restrained length of pipe (PVC or DIP) D = pipe diameter D 6" 8" 12" 16" 18" 20" 24" L(ft) 60 60 100 120 120 140 160 TEE, CROSS, WYE L� D� L = restrained length of pipe (PVC or DIP) D = pipe diameter 450, 22 112°, 11 114° D 6" $" 12" 16" 18" 20' 24" L (ft) 20 20 20 20 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS FOR TEE, CROSS, WYE AND HORIZONTAL BEND -2- R. spigot by gasketed bell 45° bend 2' �3' minimum gasketed pipe and fittings 8" x 4" gasketed bell wye solvent weld cap property line finished grade treated 2"x 4" with - top 6" painted green 4" pipe at 2.00% minimum grade All pipe and fittings shall be SDR 35/26 . GRAVITY SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS -22- concrete pad 18" dia. x 6" finished grade 6" stone screw type adjustable valve box 48" min. location marker valve box adaptor joint valve restrained stone restraints to main r 3rr +t;s .. ... .. .. ..... .. .. 't:: ti 18" to 24" 8"x 8"x 1.6" solid block for 12" valve 6", 8" and 12" concrete pad 19' concrete pad 18" dia, x 6" deeper finished grade F dia. x 6" deep Water FEB 09 16", 18", 20" and 24" GATE VALVE -5- Panella Model PA4SV-CSK (4") cast iron cleanout cap with standard gasket and brass plug having a ccuntersunk square head — 18" finished grade 12" 6" stone screw type adjustable valve box I valve box adaptor 24" min. I Note: valve shall be spur gear type Irestrained] �l rnaine tol!%�� I8'x 8"x 16" solid block Forced Sewer Capitol Foundry of VA, Inc. traffic bearing cleanoutllamphole frame and cover, Item No, VB-9*S concrete skid pad 24' dia, x 6" deep 6" stone APR 09 FEB 09 trench width as required finished grade s a- 18" dia. concrete V-6" encasement ' 3" t BOLLARD DETAIL NOTE: Weep holes shall not be subject to being submerged. If installation is in an area having a high groundwater table, the Authority's engineer shall be contacted for hydrant relocation. pad V-6" dia. x 6" deep 6" stone screw type adjustable valve box valve box adaptor locator marker FIRE HYDRANT ASSEMBLY -6- location mark general backfill location marks STANDARD mechanical joint swivel tee with 6" branch JAN 19 24" select backfill 12" All backfill to be compacted to 95% of ASTM D698 maximum density. 12" 8" location marker concrete __-_--" Backfill CONCRETE ARCH II 24" select backfill 6" 6" CONCRETE ENCASEMENT TRENCH & BEDDING -1- 24" Select backfill 6" 112 O.D. 12" MAR 18 down bend depth 4 ft. min. Ld Each sid4 bend sha addition, the speci of the fitti finished grade Ld = down bend restrained length of pipe (PVC or DIP) Lu = up bend restrained Iangthof pipe (PVC cr DIP) D = pipe diameter up bend 45° D 6" 8" & 12" %MR, 24" Ld (ft) 20 40 60 80 Lu (ft) 20 20 20 20 j f ICY`%`:;� — 24".. location marks STANDARD mechanical joint swivel tee with 6" branch JAN 19 24" select backfill 12" All backfill to be compacted to 95% of ASTM D698 maximum density. 12" 8" location marker concrete __-_--" Backfill CONCRETE ARCH II 24" select backfill 6" 6" CONCRETE ENCASEMENT TRENCH & BEDDING -1- 24" Select backfill 6" 112 O.D. 12" MAR 18 down bend depth 4 ft. min. Ld Each sid4 bend sha addition, the speci of the fitti finished grade Ld = down bend restrained length of pipe (PVC or DIP) Lu = up bend restrained Iangthof pipe (PVC cr DIP) D = pipe diameter up bend 45° D 6" 8" & 12" 16", 18" & 20" 24" Ld (ft) 20 40 60 80 Lu (ft) 20 20 20 20 22 112° D 6"' 8" & 12" 16", 18" & 20' 24" Ld (ft) 20 20 40 40 Lu (ft) 20 20 20 20 11 114° D 6" 81' & 12" 1611, 18' & 201' 24" Ld (ft) 20 20 20 20 Lu (ft) 20 20 20 20 RESTRAINED JOINTS FOR VERTICAL OFFSET -4- concrete pad 1"-6" dia. x 6" deep I' varies to property line �I 6" stone � roadway box screw type 2" service saddle 2" corp.stop FI P j PJ l'n 48" r FEB 09 Valvco, Inc valve box assembly: lid: Figure No. 7 marked WATER' top section: Figure No. 7S26TO bottom section: Figure No. IBOB24 6" stone 2" brass F I P cap 2" brass nipple, 2" long 2" brass i WATER MAIN FLUSHING ASSEMBLY -7- MAR 18 Nt.T14 r�F CONSTRUCT NEW TERMINAL BUILDING SITE WORK DVAV Na. SOB NO. "f CS -0059-2'4 (DESIGN) 17046 3544 North Progress Avenue Suite 200 Avenue, DRAWN BY: gDELTA IRPT � SHEET Harrisburg, Pennsylvania 17110 o A -S MJH UTILITY DETAILS 29 Ii No. 061939 DESIGNED BY: OF phone: (717) 652-8700 # fax: (717) 652-8371 10 TJS/TLB www.deItaaIrport.cam CONSUL TAN TS, INC,�C)���� SCALE: DATE: ZONAL Digitally signed by Tyler LBailey WINCHESTER REGIONAL AIRPORT40 NO. REVISIONS BY APP. DATE NONE JUNE 2020 Date: 2020.06.23 15:59:18-04'00' coupe g brick base — 24".. stone MIP 1 P .... coupling - ----- - 2" brass ...- ..................................................................................................... ------ ---- .... 2" brass 90° bend with 118" weep hole 2" CTS polyethylene 2" ball 6" stone tubing t;PET] 200 psi valve curb stop wl 2" gate 2" brass w1 SS inserts at all valve operating nut connections 2" brass MIP WATER MAIN FLUSHING ASSEMBLY -7- MAR 18 Nt.T14 r�F CONSTRUCT NEW TERMINAL BUILDING SITE WORK DVAV Na. SOB NO. "f CS -0059-2'4 (DESIGN) 17046 3544 North Progress Avenue Suite 200 Avenue, DRAWN BY: gDELTA IRPT � SHEET Harrisburg, Pennsylvania 17110 o A -S MJH UTILITY DETAILS 29 Ii No. 061939 DESIGNED BY: OF phone: (717) 652-8700 # fax: (717) 652-8371 10 TJS/TLB www.deItaaIrport.cam CONSUL TAN TS, INC,�C)���� SCALE: DATE: ZONAL Digitally signed by Tyler LBailey WINCHESTER REGIONAL AIRPORT40 NO. REVISIONS BY APP. DATE NONE JUNE 2020 Date: 2020.06.23 15:59:18-04'00' MR 725 725 724 724 723 723 722 INSTALL CAP AND 722 FLUSHING ASSEMBLY STA 12+74± 721 721 PROPOSED FIRE HYDRANT SEE DETAIL 720 720 719 719 718 718 48" MI EXTEND PIPE 717 COVE -20LF BEYOND 717 GATE VALVE AND RESTRAINED JOINTS FLUSHING REQUIRED IN FILL. 716MINIMUM 20' ONTO ASSEMBLY AND 716 45° ELBOW CAP FOR FUTURE — ORIGINAL GROUND. ® STA 10+72± CONNECTION. 715 INV: 714.4± 715 — — _ 8" DUCTILE IRON PIPE CLASS 52 714 714 18" MIN STA 12+07.0 PROPOSED 15" RCP COVER INSTALL E AND 713 INV = 712.10 GATE VALVE 713 INV: 714.3± — TIE INTO EXISTING 712 WATER MAIN WITH 712 TAPPING TEE WITH SLEEVE AND VALVE 711 (TO BE PERFORMED 711 18" MIN BY FREDERICK PROPOSED 8" RCP 710 COUNTY WATER) STA 10+02± INV 711.12 710 INV: 709.3± 709 709 STA 10+67± INV: 709.2± 708 45° ELBOW 708 45° ELBOW 707 707 706 706 705 705 Ln 67 N r CM CO m ' I� N O M r I� a0 6) O4 O O N N r` ti ti ti 10+00 10+50 11+00 11+50 12+00 12+50 13+00 8" WATER LINE PROFILE �ALTx of CONSTRUCT NEW TERMINAL BUILDING SITE WORK DOAV NO. JOB NO. �1 Lf CS -0059-29 (DESIGN) 17046 3544 North Progress Avenue Suite 200 g i DELTAIRPORTtiDRAWN BY: SHEET Harrisburg,Io MJH Pennsylvania 17110 U A' UTILITY PROFILES 30 Lic. No. 061939 DESIGNED BY: OF phone: (717) 652-8700 # fax: (717) 652-8371 TJS/TLB Ae26 CONSUL www.deItaairport.com TANTS, �o��s� ���� SCALE: DATE: ZONAL ti Digitally signed by Tyler LBailey WINCHESTER REGIONAL AIRPORT HORIZ:V-20' ■ 0 NO. REVISIONS BY APP. DATE Date: 2020.06.23 16:00:06-04'00' VERT: V = 2' JUNE 2020 d M J 0 Q J 3 W o� �Q z U) QW rr Of 0X 725 725 724 724 723 TEMPORARY 4' RISER WITH CAP 723 STA 12+17 +/- 722 722 721 721 720 720 719 719 48" MIN 718 COVER 718 717 717 PROPOSED 716 SEWER PUMP 716 STA 11+52± INV: 716.2± 715 715 714 714 713 LOCATE AND INSTALL PROPOSED 15" RCP Ze 713 BACKFLOW PREVENTION STA 11+23± VALVE PER FCSA INV = 711.87712 REQUIREMENTS. 712 PVC PIPE 711 � ! '/ 711 18" MIN 710 / 710 709 / / INV: 710.0± 709 708 TIE INTO EXISTING 2" \ 708 FORCE MAIN \ WITH 2"x2" TAPPING TEE \ / 707 WITH GATE VALVE AND \oe PROPOSED 18" RC 707 SLEEVE \ STA 10+45± 2" SANITARY FORCE MAIN INV = 706.28 (POLYETHYLENE TUBING) 706 706 705 18" MIN 705 704 704 INV: 704.3± 45° ELBOW INV: 704.3± 703 703 702 702 701 701 700 700 00 � N � O ti ti ti 10+00 10+50 11+00 11+50 12+00 PRIVATE SANITARY SEWER PROFILE �NLTH Of CONSTRUCT NEW TERMINAL BUILDING SITE WORK DOAV NO. JOB NO. �1 Lr CS -0059-29 (DESIGN) 17046 3544 North Progress Avenue Suite 200 0 . g i ��DELTATIRPORO DRAWN BY: SHEET Harrisburg, Pennsylvania 17110 c AiC�Y-� MJH UTILITY PROFILES 31 Lic. No. 061939 DESIGNED BY: OF phone: (717) 652-8700 # fax: (717) 652-8371 ,0 6/2�/�� TJS/TLB www.deItaairport.com CONSULTANTS, INC. �0��s� � SCALE: DATE: d i iIOI\�,L ti Digitally signed by TylerLBailey WINCHESTER REGIONAL AIRPORT HORIZ:1"=20' ■ O NO. REVISIONS BY APP. DATE Date: 2020.06.23 15:36:35-04'00' VERT: 1" = 2' JUNE 2020 J mq ATTACH FENCE FABRIC TO TENSION WIRE WITH HOG -RINGS APPROXIMATELY 24" OC NO. 11 GAUGE 1" BEVELED GALVANIZED STEEL BAND WITH BOLT AND NUT 3" MIN OD END POST TENSION WIRE NO. 7 GAUGE GALVANIZED COIL SPRING WIRE STRETCHED TAUT (TYP TOP AND BOTTOM) 1-5/8" MIN BRACE HEIGHT OF BRACE IN ACCORDANCE WITH MFG SPECIFICATIONS 3/8" MIN ROUND ROD WITH TURNBUCKLE 2 1/2" OD POST TOP AND BOTTOM SELVAGE TO BE BARBED 3 STRANDS BARBED WIRE 91 SEE "FENCE DETAIL". /����\�GROUNDING /�\�/fi�// \ \� SEE FENCE POST 36" MIN FOOTING DETAIL. 6" � 10' MAX ° 10' TYP MIN 12" (END, CORNER, 12" (END, CORNER, 01 BRACE OR GATE POST) BRACE OR GATE POST) END OR CORNER POST BRACE POST LINE POST CHAIN LINK FENCE DETAIL NTS NOTES: 1. A MOISTURE -EXCLUDING CAP IS REQUIRED ON ALL LINE POSTS. TUBULAR METAL MATERIAL FOR CAP SHALL CONFORM TO THE ALLOWABLE TYPES FOR OTHER LISTED FITTINGS. 2. FENCE HEIGHT SHALL BE EITHER 8' OR AS NOTED ON THE PLANS. TYPICAL BARBED WIRE TIE AT CORNER POST AND END POST NTS TYPICAL BARBED WIRE ARM—LINE POST NTS BARBED WIRE ARM DETAILS NTS 10" ATTACH FENCE FABRIC TO POST WITH HOG -RINGS APPROXIMATELY 24" OC GROUND LINE 2,500 PSI MIN CONCRETE (BARBED WIRE ON GALVANIZED FENCE ONLY) 4" MIN O.D. P GATE POST FLAT, EXTRA FLEXIBLE, TINNED COPPER BRAID. FASTEN TO GATE & GATEPOST 1 WITH GROUND CONNECTOR FOR 1 ELECTRICAL CONTINUITY (TYP) nee 12" DIA (TYP) EXTEND GATE POST & GATE FRAMES TO RECEIVE BARBED WIRE (TYP) HYDRAULIC GATE CLOSURE AS SHOWN ON PLANS GATE POST 500' MAX SPACING BETWEEN BRACES CHANGE IN FENCE ALIGNMENT DETAIL 2" MAX ABOVE FINISHED 36 6„ ACCESS CONTROL KNOB GRADE a 1 Il 42" DEEP x 12" WIDE 2,500 PSI CONCRETE PRE -HUNG PEDESTRIAN GATE DETAIL NTS NOTES: 1. ACCESS CONTROL KNOB SHALL BE A UNICAN ACCESS CONTROL KNOB PASSAGE LOCK (OR APPROVED EQUIVALENT). 2. HYDRAULIC GATE CLOSURE SHALL BE A NORTON HYDRAULIC GATE CLOSURE (OR APPROVED EQUIVALENT). 3. GATE SHALL BE ADA ACCESSIBLE. NTS 1/8" THICK PVC NUMBER (PROVIDE 4 OF EACH NUMBER 0 THRU 9). 3/16" THICK PVC OR SIMILAR RE—ENTRY CODE SIGN DETAIL NTS �ALTx of CONSTRUCT NEW TERMINAL BUILDING SITE WORK DOAV NO. JOB NO. �1 Lf CS -0059-29 (DESIGN) 17046 3544 North Progress Avenue Suite 200 g i DELTAIRPORT DRAWN BY: SHEET Harrisburg,Pennsylvania 17110 ^^�" '' A FENCE DETAILS 32 Lic. No. 061939 DESIGNED BY: phone: (717) 652-8700 fax: (717) 652-8371.jz6/2�/�w TJS/TLB OF 1 www.deltaairport.com CONSULTANTS, INC. �o��s� �� SCALE: DATE: I0NAL � Digitally signed by Tyler L Bailey WINCHESTER REGIONAL AIRPORT 40 NO. REVISIONS BY APP. DATE Date: 2020.06.2316:01:10-04'00' NONE JUNE 2020 AN pop a FENCING NOTES: GENERAL: 1. NO USED, RE -ROLLED, OR OPEN SEAM STEEL SHALL BE PERMITTED IN POSTS, GATE FRAMES, OR BRACES. ALL FENCE MATERIALS SHALL BE NEW. 2. FENCE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS ON THE PLANS AND AS SPECIFIED IN THE SPECIFICATIONS USING NEW MATERIALS. 3. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER SATISFACTORY TO THE ENGINEER. 4. THE FENCE ALIGNMENT SHALL BE FIELD STAKED BY THE CONTRACTOR AND VERIFIED BY THE ENGINEER PRIOR TO INSTALLATION. THE ENGINEER AND/OR OWNER RESERVE THE RIGHT TO MAKE ADJUSTMENT IN THE FINAL FENCE ALIGNMENT PRIOR TO INSTALLATION. 5. THE FINISHED FENCE SHALL BE PLUMB, TAUT, TRUE TO LINE AND GROUND CONTOUR, AND COMPLETE IN EVERY DETAIL. WHEN ORDERED BY THE ENGINEER, THE CONTRACTOR SHALL BE REQUIRED TO STAKE DOWN THE CHAIN-LINK FENCE FABRIC AT SEVERAL POINTS BETWEEN POSTS. SECURITY: 6. WHEN EXISTING FENCE IS TO BE REMOVED AND/OR REPLACED, THE CONTRACTOR SHALL BE REQUIRED TO MAINTAIN SECURITY BY ARRANGING THE WORK SO THAT THERE ARE NO LAPSES IN SECURED FENCE. THIS MAY BE ACCOMPLISHED EITHER BY INSTALLING ALL NEW FENCE PRIOR TO REMOVAL OF EXISTING; OR BY SEQUENCING CONSTRUCTION OF THE NEW FENCE OR GATES TO IMMEDIATELY FOLLOW THE REMOVAL OF EXISTING FENCE OR GATES. THE LENGTH OF UNFENCED SECTION AT ANY TIME SHALL NOT EXCEED 300 FEET, AND ALL OPENINGS SHALL BE GUARDED WHILE CONSTRUCTION IS UNDERWAY. NO OPEN SECTION OF FENCE SHALL REMAIN UNATTENDED AT ANY TIME. CONSTRUCTION: 7. THE FENCE ALIGNMENT SHOWN ON THE PLANS IS APPROXIMATE AND SUBJECT TO CHANGE, AS ORDERED BY THE ENGINEER OR AS DICTATED BY FIELD CONDITIONS. 8. FENCE POSTS SHALL BE SET ON THE AIRSIDE OF THE SECURITY FENCE. 9. FENCE FABRIC SHALL BE HUNG ON THE LANDSIDE/PUBLIC SIDE OF THE SECURITY FENCE. 10. THE CONTRACTOR SHALL CONFIRM UTILITY LOCATIONS PRIOR TO DIGGING. THE CONTRACTOR SHALL COORDINATE WORK WITH THE STATES 8-1-1 UTILITIES LOCATING SERVICE AND AIRPORT AGENCIES. 11. IN AREAS WHERE CLEARANCE BELOW ANY PORTION OF THE FENCE EQUALS OR EXCEEDS SIX (6) INCHES, ADDITIONAL STRANDS OF BARBED WIRE SHALL BE INSTALLED. THE COST FOR THIS WORK SHALL BE INCIDENTAL TO THE PROJECT AND SHALL BE COMPLETED TO THE SATISFACTION OF THE ENGINEER. 12. NEW FENCES SHALL BE PERMANENTLY TIED TO THE TERMINALS OF EXISTING FENCES. WHEREVER THE NEW FENCE JOINS EXISTING, EITHER AT A CORNER OR AT THE INTERSECTION OF STRAIGHT FENCE LINES, A CORNER POST WITH A BRACE POST SHALL BE SET AT THE JUNCTION AND BRACED THE SAME AS DESCRIBED IN THE PLANS AND SPECIFICATIONS FOR CORNER POSTS. IF THE CONNECTION IS MADE AT OTHER THAN THE CORNER OF THE NEW FENCE, THE LAST SPAN OF THE OLD FENCE SHALL CONTAIN A BRACE SPAN. 13. ALL GATE FRAMES SHALL BE SHAPED, AS REQUIRED, TO OBTAIN 4 -INCH MAXIMUM OPENING UNDER GATE AND 3 -INCH MAXIMUM OPENING ON THE SIDES OF A GATE IN THE CLOSED POSITION. 14. THE CONTRACTOR SHALL PROVIDE A PAD LOCK FOR EACH MANUAL GATE, KEYED WITH THE EXISTING AIRPORT LOCK SYSTEM. 15. NO FIELD WELDING TO THE FENCE OR GATES WILL BE ALLOWED. ALL CONNECTIONS AND/OR SUPPORTS NEEDED TO INSTALL CONDUITS, CARD READERS, ETC. TO THE FENCE AND GATES SHALL BE MADE WITH HOT DIPPED GALVANIZED, STAINLESS STEEL OR OTHER APPROVED RUST -INHIBITIVE MATERIALS. 16. FENCE GROUNDING SHALL BE COMPLETED IN ACCORDANCE WITH THE SPECIFICATIONS. THE COST FOR GROUNDING SHALL BE INCLUDED IN THE BID PRICE PER LINEAR FOOT OF FENCE. 17. THE CONTRACTOR SHALL FIELD CONFIRM INDIVIDUAL GATE OPERATOR VOLTAGES PRIOR TO ORDERING EQUIPMENT. 18. LOCATIONS OF POWER AND CONTROL CABLES SHALL BE COORDINATED WITH VEHICLE LOOP LOCATIONS. UNLESS OTHERWISE RECOMMENDED BY THE MANUFACTURER, THE POWER SHALL BE PLACED WITHIN TWELVE (12) INCHES OF THE AUTOMATIC GATE IN ORDER TO OBTAIN MAXIMUM SEPARATION FROM THE VEHICLE LOOP. 19. THE CONTRACTOR SHALL INSTALL GUARD POSTS AT ALL AUTOMATIC SLIDE GATE CARD READERS. PAYMENT FOR THE GUARD POSTS AND CARD READER ISLAND SHALL BE INCLUDED IN THE PRICE FOR THE AUTOMATIC SLIDE GATE. 20. ALL ELECTRICAL WORK SHALL BE COMPLETED IN ACCORDANCE WITH LOCAL CODE AND CURRENT NEC HANDBOOK. BACKFILL MATERIAL IN 6" LIFTS AND COMPACT WITH HAND TAMPER FENCE POST HOLE IN SOIL REPAIR DETAIL NTS GATE SCHEDULE LETTER SERIES SIGNS TO BE 36" MIN a GATE # WIDTH DESCRIPTION TYPE SIZE COMMENTS FOOTING SIZE LETTERS INSTALLED 1 14' SLIDING GATE AUTOMATIC 1, 2, 3, 4 FIELD LOCATE AS ORDERED NO TRESPASSING BY THE ENGINEER 2 14' SLIDING GATE AUTOMATIC 1, 2, 3, 4 FIELD LOCATE AS ORDERED O2 AFTER PASSING 1-1/2 C 36" x 12" BY THE ENGINEER SEED PER R-603 OR WITH TALL TURF FESCUE (INCIDENTAL TO OTHER ITEMS OF WORK) VARIES 2" CROWN SLOPE TO DRAIN FINISHED GRADE IN SOIL DETAIL NTS NOTES: 1. DIAMETER OF THE CONCRETE FOOTING SHALL BE 12" FOR ALL END, CORNER, LINE BRACE OR GATE POSTS. FOR LINE POSTS THE DIAMETER SHALL BE 10". 2. ALL DIRT FROM POST HOLE EXCAVATION SHALL BE RAKED TO A SMOOTH LINE AND GRADE OR REMOVED FROM SITE. 1 /4" TYP F-- 1/4" TYP FENCING SIGN SCHEDULE LETTER SERIES 2,500 PSI MIN 36" MIN a CONCRETE ,.P FENCE POST if if a a. . 6" MIN SIZE FENCE POST FOOTING IN SOIL DETAIL NTS NOTES: 1. DIAMETER OF THE CONCRETE FOOTING SHALL BE 12" FOR ALL END, CORNER, LINE BRACE OR GATE POSTS. FOR LINE POSTS THE DIAMETER SHALL BE 10". 2. ALL DIRT FROM POST HOLE EXCAVATION SHALL BE RAKED TO A SMOOTH LINE AND GRADE OR REMOVED FROM SITE. 1 /4" TYP F-- 1/4" TYP FENCING SIGN SCHEDULE LETTER SERIES SIGN # DESCRIPTION SIZE COMMENTS SIZE LETTERS O AIRPORT PROPERTY SEE DETAIL SEE DETAIL SEE DETAIL SEE NOTE 2 NO TRESPASSING AUTHORIZED PERSONS ONLY 2 B O2 AFTER PASSING 1-1/2 C 36" x 12" MOUNT ON PUBLIC SIDE CONFIRM GATE CLOSURE 1-1/2 C O3 (GATE NO.) 2 C 6" x 6" SEE NOTE 3 EXIT 2 D ® AFTER PASSING 1-1/2 C 24" x 12" MOUNT ON SECURE SIDE CONFIRM GATE CLOSURE 1-1/2 C NOTES - 1 . OTES:1. SIGNS SHALL HAVE BLACK OR RED LETTERS ON A WHITE ENCLOSED LENS TYPE REFLECTIVE BACKGROUND. THE SIGNS SHALL HAVE ROUNDED CORNERS, PINSTRIPE BORDER, AND STANDARD SERIES "B", "C", OR "D" LETTERS IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, 2018, UNLESS OTHERWISE NOTED, ALL SIGN MATERIALS SHALL BE IN ACCORDANCE WITH STATE DEPARTMENT OF TRANSPORTATION / HIGHWAY SPECIFICATIONS. 2. AIRPORT PROPERTY SIGNS (SIGN NO.1) SHALL BE INSTALLED ALONG ALL NEW FENCE AND SET ON THE PUBLIC 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. 3. AN INDIVIDUAL GATE NUMBER WILL BE ASSIGNED TO EACH GATE. SIGN NO. 3 SHALL BE INSTALLED ON EACH GATE WITH ITS ASSIGNED NUMBER. VERIFY GATE NUMBERS IN WRITING FROM OWNER PRIOR TO ORDERING SIGNS. 4. ALL CHAIN LINK FENCE SIGNS SHALL BE SECURELY FASTENED TO THE FENCE OR GATE FABRIC AND MOUNTED APPROXIMATELY 48 INCHES ABOVE GRADE TO THE BOTTOM OF THE SIGN. 5. SIGNS SHALL BE MOUNTED TO THE FENCE USING APPROVED SIGN MOUNTING BRACKETS OR HARDWARE. THE USE OF WIRE TIRES SHALL BE NOT PERMITTED (3) SPLIT BOLT CONNECTORS O 1 1 1 " TYP 1/4" TYP v v v1/4" DIA HOLE AIRPORT X X X X #6 BARE COPPER (TYP OF 4) 0.1 O 17" 1" TYP PROPERTY 3/8" DIA HOLE GROUND CLAMP TO STRETCHER BAR (TYP OF 4) -A CONNECTORS 2" RED LETTERING #6 BARE COPPER. LOCATE 17-1/2" 6" CLOSE TO FENCE TO PREVENT CUTTING BY MOWING. 4" RED LETTERING 3" BLACK LETTERING RESPASSING j\/\ \/\\T 1/2" SPACING (TYP) 6" MIN VIOLATORS WILL BE R = 1/4" 1"TYP O CLAMP CONNECTION TO GROUND ROD 3/4" x 8' GROUND ROD 1-1/4" RED LETTERING PROSECUT R- 1/2 COPPER CLAD (SEE NOTE 1) n /,-- R = 1/4" 1" TYP n FENCE GROUNDING DETAIL NTS NOTE: 1. GROUNDING RODS SHALL BE 3/4" x 10' IN THE VICINITY OF ALL ELECTRICAL EQUIPMENT. R = 1/2" RED BORDER AIRPORT PROPERTY SIGN (SIGN NO. 1) NTS NOTE: 1. SIGNS SHALL HAVE RED LETTERING ON A RETROREFLECTIVE WHITE BACKGROUND. 2. MATERIALS, UNLESS OTHERWISE NOTED, SHALL BE IN ACCORDANCE WITH STATE DOT/HIGHWAY STANDARDS. GATE NUMBER SIGN (SIGN NO. 3) NTS �ALTx of CONSTRUCT NEW TERMINAL BUILDING SITE WORK DOAV NO. JOB NO. �1 Lf CS -0059-29 (DESIGN) 17046 3544 North Progress Avenue Suite 200 g i DELTA IRPORT �ti�-`O � DRAWN BY: SHEET Harrisburg, Pennsylvania 17110 \ AIL�LE y FENCING NOTES & DETAILS MJH 33 Lic. No. 061939 DESIGNED BY: OF phone: (717) 652-8700 # fax: (717) 652-8371 TJS/TLB www.deltaairport.com CONSULTANTS, INC.S8 SCALE: DATE: I0NAL Digitally signed by Tyler LBailey WINCHESTER REGIONAL AIRPORT 40 NO. REVISIONS BY APP. DATE Date: 2020.06.2316:02:41-04'00' NONE JUNE 2020 mq SECURITY EQUIPMENT ENCLOSURE LOCATION AS NOTED ON PLANS SEE DETAIL ON THIS SHEET GATE OPERATOR (NOTE 3 & 4) NEMA 313 HEAVY DUTY NON-FUSED SAFETY SWITCH. MOUNT DIRECTLY ADJACENT TO GATE OPERATOR. PROVIDE UNISTRUT SUPPORTS AS REQUIRED. INCOME POWER & CONTROL CABLES (NOTE 1) WEATHER PROOF ACCESS I I I I I I I 11 II I� I� SECURE SIDE I 6' MIN I� J-----------�-- ----- 51MIN 6' MIN I 1 I 3' MIN 5' MAX CONTROL JUNCTION BOX LISTED GATE OPENING AFI - S MIN -------------------- 5' MAX� I III AIRPORT SECURITY II FENCE (TYP) �i 1 12' 1" CONDUITS FOR CONTROL AND SECURITY II I 6' MIN WIRES AS REQUIRED BY MANUFACTURER. II TYPICAL (NOTE 6) II II CARD READER ISLAND/FOUNDATION WITH MAGNETIC CARD READER SEE DETAIL ON THIS SHEET EDGE OF PAVEMENT PIPE BOLLARD (2 PLACES). ­­- I PUBLIC SIDE NOTES: EXIT LOOP (NOTE 2) 8" TYPICAL AUTOMATIC SLIDING GATE DETAIL NTS SAFETY LOOP (NOTE 2) GATE NO. SIGN: TOP CORNER RADIO SAFETY EDGE NEMA 3R JUNCTION BOX AND 1" UNDERGROUND PVC CONDUIT 24" BELOW GRADE FOR CONTROL CABLES AS REQUIRED BY MANUFACTURER (NOTE 6) SAFETY LOOP (NOTE 2) 1. PROVIDE 120/240V, 1 PHASE POWER SERVICE TO THE DISCONNECT. WIRING AND CONDUIT FROM DISTRIBUTION EQUIPMENT TO GATE OPERATOR. CONDUITS AND CABLES SHALL BE IN ACCORDANCE WITH MANUFACTURER'S GUIDELINES. 2. LOCATE VEHICLE LOOPS IN ACCORDANCE WITH MANUFACTURER'S GUIDELINES, UNLESS OTHERWISE REQUIRED. TWO SAFETY LOOP DETECTORS AND ONE EXIT LOOP DETECTORS REQUIRED PER GATE. 3. GATE OPERATOR SHALL BE MOUNTED ON A CONCRETE PAD ON THE SECURE SIDE OF THE FENCE. GATE OPERATOR SHALL BE LOCATED ON THE LEFT OR RIGHT SIDE OF THE GATE AS SHOWN ON THE LAYOUT PLANS. 4. PROVIDE VEHICLE GATE INTELLIGENT INTERFACE TO KEEP GATE FROM OPENING AFTER A POWER FAILURE. 5. AUTOMATIC SLIDING GATE WIRE FABRIC SHALL BE MATCHED TO ADJACENT FENCE UNLESS OTHERWISE NOTED. 6. CONTRACTOR SHALL INSTALL ADDITIONAL CONDUIT AS NECESSARY TO ACCOMMODATE RADIO SAFETY EDGE AND ALL OTHERS FEATURES, SPECIFIED FOR THIS GATE. INSTALL PVC CONDUIT BELOW GROUND. TRANSITION TO GALVANIZED RIGID STEEL CONDUIT BELOW GROUND. ABOVE GROUND SHALL BE GALVANIZED RIGID STEEL CONDUIT. EXCEPTIONS TO THIS REQUIRE APPROVAL OF THE ENGINEER AND SHALL CONFORM TO NATIONAL ELECTRICAL CODE. 7. UNLESS NOTED OTHERWISE, CARD READER ISLANDS, CARD READER, VEHICLE LOOP DETECTORS, DETECTOR LOOPS, SAFETY EDGE, MAGNETIC CONTACTS, CONDUIT, ELECTRICAL WIRING, CONTROL CABLING, GATE OPERATOR, ELECTRICAL EQUIPMENT, TELEPHONE, ETC. SHALL BE INCLUDED AS A PART OF THE LUMP SUM PRICE FOR THE AUTOMATIC SLIDING DRIVEWAY GATE. 8. OPERATIONS AND GATE SYSTEM SHALL MEET THE REQUIREMENT OF UL 325. 9. FIRE APPARATUS AND EMERGENCY VEHICLE ACCESS WILL MAINTAIN EXISTING SYSTEM PROCEDURES WITH REMOTE GATE ACCESS CONTROL 10. SEE SLIDING GATE DETAIL FOR GATE DETAILS. LATCH POST PROVIDE SAFETY EDGE C AUTOMATIC ( FINISHED GRADE 36" MIN 6" MIN J AS SHOWN ON PLANS AS REQUIRED BY MANUFACTURER rm-A o 0 L,JVV IVIIIV r01 1 C 6" MAX ALLOWABLE OPENING RESTING PLACE OF VERTICAL GATE MEMBER IN FENCE CLOSED POSITION (2) GALV U -BOLTS 1-1/2" MIN DIA 6" MIN 2" MAX 1/2" MIN SEE NOTE 4 VARIES 12" MIN 1�GATE VERIFY (4) 5/8" DIA DRILLED HOLES FOR U -BOLTS T,__1" MIN T IFF 7" MIN 4" MIN VERTICAL GATE MEMBER , STATIONARY FENCE POST NOTES: TRACK MEMBER AS SHOWN ON PLANS 4" OD CIRCULAR POST TRACK MEMBER - STRUCTURAL TUBE AS EXTRUSION REQUIRED BY VERTICAL TRUCK ASSEMBLY MANUFACTURER FOR HANGER ASSEMBLY EACH GATE SIZE In VERTICAL SECTION A -A AUTOMATIC SLIDING GATE DETAIL NTS 1. GATE SHALL MEET UL325. 2. LATCH ASSEMBLY MUST BE "HOT DIPPED" GALVANIZED. GUIDE WHEELS BOTTOM GUIDE ASSEMBLY 3. OPENING AT LATCH MUST BE 12" WIDE MIN AT OPENING AND 6" WIDE MAX AT FINAL RESTING PLACE OF VERTICAL GATE MEMBER. 4. OPENING OF LATCH MUST NOT PROTRUDE MORE THAN 2" PAST STATIONARY FENCE POST INTO GATE OPENING (DRIVE AISLE). �ALTx of CONSTRUCT NEW TERMINAL BUILDING SITE WORK DOAV NO. JOB NO. �1 Lf CS -0059-29 (DESIGN) 17046 3544 North Progress Avenue Suite 200 g i ��,DELTA IRPORT�ti�-`� _ � DRAWN BY: SHEET Harrisburg,Pennsylvania 17110 MJH '' . AIC�Y y FENCING DETAILS 34 Lic. No. 061939 DESIGNED BY: phone: (717) 652-8700 # fax: (717) 652-8371 A/2�/�� TJS/TLB OF www.deltaairport.com CONSULTANTS, INC.S8 SCALE: DATE: I0NAL � Digitally signed by Tyler L Bailey WINCHESTER REGIONAL AIRPORT 40 NO. REVISIONS BY APP. Date: 2020.06.23 16:05:50-04'00' DATE 1 1 NONE JUNE 2020 it mq GOOSENECK STAND OR APPROVED EQUIVALENT CONCRETE KEYPAD ISLAND BEVEL EDGE EXISTING SURFACE FORM RADIUS WITH BRACED SEMICIRCULAR FORM (FULL DEPTH) (TO BE REMOVED) FACE OF KEYPAD FLUSH W/POST 42" a a. d 7j/\\/c 15" 9d 3" MIN . MIN d d ^ 11 SIDE VIEW NOTES: KEYPAD ON i-.��nrn�rw n-rn nim TnP \/IF\A/ 6" DIA GALVANIZED POST WITH CAP, FILLED WITH CONCRETE, PAINTED YELLOW OR INJECTION MOLDED YELLOW PVC BOLLARD SLEEVE (TYP) PPnNIT \/IF\A/ CARD READER ISLAND DETAIL NTS 1. KEYPAD SHALL BE SECURELY MOUNTED IN A WEATHER PROOF ENCLOSURE ON A GOOSENECK STAND. THE KEYPAD SHALL BE POSITIONED AS SHOWN ON THE PLANS OR AS ORDERED BY THE ENGINEER. REPAIR PAVEMENT. SECURE GOOSENECK TO FOUNDATION WITH FOUR 1/2" DIA x 10" LONG HOT DIPPED GALVANIZED ANCHOR BOLTS (MIN). 2. PAINT FOR BOLLARDS SHALL BE APPLIED IN ACCORDANCE WITH VDOT ROAD AND BRIDGE SPECIFICATIONS SECTION 411, SYSTEM A, THREE COATS (PRIMER, INTERMEDIATE, AND FINISH). THE PAINT MATERIALS SHALL CONFORM TO VDOT SECTION 231. PAINT COLOR SHALL BE YELLOW. 3. THE ISLAND TYPE INSTALLATION SHALL BE A MONOLITHIC CONCRETE SLAB WITH STANDARD 6" CURB SECTION, 14" MIN BELOW PAVEMENT SURFACE. THE ISLAND SHALL BE 6' LONG AND 2' WIDE, WITH A FULL RADIUS ON EACH END. THE KEYPAD SHALL BE SECURELY MOUNTED IN WEATHER PROOF ENCLOSURES ON A GOOSENECK STAND 42" ABOVE THE ROADWAY. REPAIR PAVEMENT, AS REQUIRED. PROVIDE TWO GUARD POSTS 44" ABOVE GRADE, SET 18" BELOW GRADE IN CONCRETE UNLESS NOTED OTHERWISE. SECURE GOOSENECK TO FOUNDATION WITH 4-1/2" DIA x 10" L. HOT DIPPED GALVANIZED ANCHOR BOLTS MIN. EXISTING SURFACE )NCRETE �ALTx of CONSTRUCT NEW TERMINAL BUILDING SITE WORK DOAV NO. JOB NO. �1 Lf CS -0059-29 (DESIGN) 17046 3544 North Progress Avenue Suite 200 g i DELTA IRPORT�ti�-`� � DRAWN BY: SHEET Harrisburg, Pennsylvania 17110 AILjE'�l y FENCE DETAILS MJH 35 Lic. No. 061939 DESIGNED BY: OF phone: (717) 652-8700 # fax: (717) 652-8371 TJS/TLB www.deItaairport.com CONSULTANTS, s8 SCALE: DATE: I0NAL Digitally signed by Tyler LBailey WINCHESTER REGIONAL AIRPORT 40 NO. REVISIONS BY APP. Date: 2020 .06.23 16:06:21-04'00' DATE NONE JUNE 2020 J 300' LT 150' LT (TYP) T- 30' (TYP) 150' RT 1 . '- ri L 30+00 4" WIDE WHITE STRIPE (TYP) 32+00 11 STA 29+96±, 116'± RT L—L — STA 30+02±, 116'± RT STA 29+99±,145'± RT 4 w STA 29+93±, 172'± RT STA 30+05±, 172'± RT 4" WIDE WHITE STRIPE (TYP) r 7 4" WIDE WHITE STRIPE (TYP) dols dols saw �• 36 SP@ 9'x 20' m 35 REMOVE & RELOCATE EXISTING "PARKING, TERMINAL, RENTAL CAR i RETURN, & CARGO" SIGN 300' LT 150' LT 34+00 35+00 — —�-- — i- — —�-- — + — —�--- "R5-1" "R5-1" - STA 34+77.03, 51.66' RT "R3-1" INSTALL RELOCATED 33+70.10, 53.26' RT "PARKING, TERMINAL, J "R5-1" ISTA 1-1" I RENTAL CAR RETURN, & CARGO" SIGN AS ORDERED BY THE ENGINEER "R5-1" r -L - STA 33+43.86, 88.33' RT NA L— STA 33+94.02, 76.00' RT 4" WIDE WHITE STRIPE (TYP) 30' 10' / (TYP) No No .......... . ........... AIRPORT ROAD (VARIABLE WIDTH R/W) 4" WIDE WHITE STRIPE (TYP) STA 34+84.51, 124.38' RT STA 34+70.55, 124.38' RT 150' RT MARKING AND SIGNAGE NOTES 1. ALL STATIONS AND OFFSETS GIVEN WITH RESPECT TO BASELINE "T" UNLESS OTHERWISE NOTED. 2. FINAL MARKINGS SHALL BE PLACED AFTER A 30 DAY CURING PERIOD AFTER ASPHALT PLACEMENT. A TEMPORARY STOP MAY BE GRANTED FOR THIS PERIOD. 3. THE PAVEMENT SHALL BE THOROUGHLY CLEANED PRIOR TO THE APPLICATION OF THE MARKINGS. THE CLEANING SHALL BE ACCOMPLISHED WITH HIGH PRESSURE WATER, SWEEPING, ETC. THE USE OF CHEMICALS WILL NOT BE PERMITTED. 4. MARKINGS SHALL BE FIELD MARKED BY THE CONTRACTOR FOR APPROVAL BY THE ENGINEER PRIOR TO INSTALLATION. 5. ALL PAVEMENT MARKINGS SHALL BE 4" WIDE WHITE PAINT UNLESS OTHERWISE NOTED. 6. SIGN POSTS SHALL BE COORDINATED WITH FREDERICK WATER INSPECTOR. 7. ALL REGULATORY SIGNS WITH A MUTCD DESIGNATION SHALL CONFORM TO THE REQUIREMENTS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION, US. DEPARTMENT OF TRANSPORTATION, AND VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS, CURRENT EDITION. 8. ALL ACCESSIBLE SIGNS SHALL BE MOUNTED AT 7 FEET FROM GRADE TO BOTTOM EDGE OF SIGN FACE (MUTCD). MOUNTING HEIGHT CAN BE REDUCED TO 5 FEET MINIMUM IN PLACED IN AN AREA IN WHICH PEDESTRIANS ARE NOT EXPECTED TO USE. 9. BACKING FOR ALL SIGNS SHALL BE CONSTRUCTED FROM 0.080 -INCH THICK ALUMINUM, UNLESS OTHERWISE NOTED. SITE PLAN PARKING METHODOLOGY 1. FREDERICK COUNTY DOES NOT PROVIDE PARKING GUIDELINES FOR AIRPORT TERMINAL BUILDINGS. THEREFORE, AND BASED ON PAST EXPERIENCE AT GENERAL AVIATION AIRPORTS AND THE EXISTING PARKING DEMAND AT THE AIRPORT, THE PROPOSED NUMBER OF PARKING SPACES IS CONSISTENT WITH EXISTING NUMBER OF SPACES PROVIDED. 2. HANDICAPPED SPACES ARE BASED TABLE 1106.1 OF THE VIRGINIA CONSTRUCTION CODE, WHICH REQUIRES 3 SPACES FOR LOTS CONTAINING 51-75 SPACES. THIS AREA AND THE SIDEWALK ROUTE LEADING TO THE TERMINAL ARE GRADED TO PROVIDE ADA COMPLIANT SLOPES. 3. ONE VAN ACCESSIBLE PARKING SPACE IS PROVIDED IN ACCORDANCE WITH THE VIRGINIA CONSTRUCTION CODE WHICH REQUIRES ONE VAN ACCESSIBLE SPACE PER EVERY SIX ACCESSIBLE SPACES, OR A MINIMUM OF ONE VAN ACCESSIBLE SPACE, WHICHEVER IS GREATER. 4. ONE LOADING SPACE, AS PROVIDED, IS CONSISTENT WITH BUILDINGS OF A SIMILAR SIZE AND FUNCTION AND IS CONSISTENT WITH THE LOADING SPACE AT THE EXISTING TERMINAL. PARKING REQUIREMENTS TABLE SPACES EXISTING PROPOSED REGULAR PARKING 67 68 HANDICAPPED PARKING 6 3 LOADING 1 1 8SP@ — 9'x 20' I8SP@ 1 9'x 20' i i STA 30+92±, I � SEE VDOT 0'± RT I "CROSSWALK 31+00 I I / 32+00 MARKINGS" DETAILS OI & T =R51" "R3-2" - - SEE "ADA 3.5' (TYP) 1 SP @ "R5-1" PARKING DETAIL" 10' x 20' STA 30+34±, ,� 6SP@ 9SP@- 75'± RT 7* 'R1-1" & 9'x 20' 1.5' 9' x 20' 'R3-1' "R1-1" & "R3-1" STA 31+04±, - 58'± RT STA 29+96±, 116'± RT L—L — STA 30+02±, 116'± RT STA 29+99±,145'± RT 4 w STA 29+93±, 172'± RT STA 30+05±, 172'± RT 4" WIDE WHITE STRIPE (TYP) r 7 4" WIDE WHITE STRIPE (TYP) dols dols saw �• 36 SP@ 9'x 20' m 35 REMOVE & RELOCATE EXISTING "PARKING, TERMINAL, RENTAL CAR i RETURN, & CARGO" SIGN 300' LT 150' LT 34+00 35+00 — —�-- — i- — —�-- — + — —�--- "R5-1" "R5-1" - STA 34+77.03, 51.66' RT "R3-1" INSTALL RELOCATED 33+70.10, 53.26' RT "PARKING, TERMINAL, J "R5-1" ISTA 1-1" I RENTAL CAR RETURN, & CARGO" SIGN AS ORDERED BY THE ENGINEER "R5-1" r -L - STA 33+43.86, 88.33' RT NA L— STA 33+94.02, 76.00' RT 4" WIDE WHITE STRIPE (TYP) 30' 10' / (TYP) No No .......... . ........... AIRPORT ROAD (VARIABLE WIDTH R/W) 4" WIDE WHITE STRIPE (TYP) STA 34+84.51, 124.38' RT STA 34+70.55, 124.38' RT 150' RT MARKING AND SIGNAGE NOTES 1. ALL STATIONS AND OFFSETS GIVEN WITH RESPECT TO BASELINE "T" UNLESS OTHERWISE NOTED. 2. FINAL MARKINGS SHALL BE PLACED AFTER A 30 DAY CURING PERIOD AFTER ASPHALT PLACEMENT. A TEMPORARY STOP MAY BE GRANTED FOR THIS PERIOD. 3. THE PAVEMENT SHALL BE THOROUGHLY CLEANED PRIOR TO THE APPLICATION OF THE MARKINGS. THE CLEANING SHALL BE ACCOMPLISHED WITH HIGH PRESSURE WATER, SWEEPING, ETC. THE USE OF CHEMICALS WILL NOT BE PERMITTED. 4. MARKINGS SHALL BE FIELD MARKED BY THE CONTRACTOR FOR APPROVAL BY THE ENGINEER PRIOR TO INSTALLATION. 5. ALL PAVEMENT MARKINGS SHALL BE 4" WIDE WHITE PAINT UNLESS OTHERWISE NOTED. 6. SIGN POSTS SHALL BE COORDINATED WITH FREDERICK WATER INSPECTOR. 7. ALL REGULATORY SIGNS WITH A MUTCD DESIGNATION SHALL CONFORM TO THE REQUIREMENTS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION, US. DEPARTMENT OF TRANSPORTATION, AND VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS, CURRENT EDITION. 8. ALL ACCESSIBLE SIGNS SHALL BE MOUNTED AT 7 FEET FROM GRADE TO BOTTOM EDGE OF SIGN FACE (MUTCD). MOUNTING HEIGHT CAN BE REDUCED TO 5 FEET MINIMUM IN PLACED IN AN AREA IN WHICH PEDESTRIANS ARE NOT EXPECTED TO USE. 9. BACKING FOR ALL SIGNS SHALL BE CONSTRUCTED FROM 0.080 -INCH THICK ALUMINUM, UNLESS OTHERWISE NOTED. SITE PLAN PARKING METHODOLOGY 1. FREDERICK COUNTY DOES NOT PROVIDE PARKING GUIDELINES FOR AIRPORT TERMINAL BUILDINGS. THEREFORE, AND BASED ON PAST EXPERIENCE AT GENERAL AVIATION AIRPORTS AND THE EXISTING PARKING DEMAND AT THE AIRPORT, THE PROPOSED NUMBER OF PARKING SPACES IS CONSISTENT WITH EXISTING NUMBER OF SPACES PROVIDED. 2. HANDICAPPED SPACES ARE BASED TABLE 1106.1 OF THE VIRGINIA CONSTRUCTION CODE, WHICH REQUIRES 3 SPACES FOR LOTS CONTAINING 51-75 SPACES. THIS AREA AND THE SIDEWALK ROUTE LEADING TO THE TERMINAL ARE GRADED TO PROVIDE ADA COMPLIANT SLOPES. 3. ONE VAN ACCESSIBLE PARKING SPACE IS PROVIDED IN ACCORDANCE WITH THE VIRGINIA CONSTRUCTION CODE WHICH REQUIRES ONE VAN ACCESSIBLE SPACE PER EVERY SIX ACCESSIBLE SPACES, OR A MINIMUM OF ONE VAN ACCESSIBLE SPACE, WHICHEVER IS GREATER. 4. ONE LOADING SPACE, AS PROVIDED, IS CONSISTENT WITH BUILDINGS OF A SIMILAR SIZE AND FUNCTION AND IS CONSISTENT WITH THE LOADING SPACE AT THE EXISTING TERMINAL. PARKING REQUIREMENTS TABLE SPACES EXISTING PROPOSED REGULAR PARKING 67 68 HANDICAPPED PARKING 6 3 LOADING 1 1 IRV ly` SHEET INDEX LEGEND i b� �— PROPOSED ROADWAY SIGN EXISTING AIRPORT PROPERTY LINE EXISTING MARKING PROPOSED MARKING =1 1 1 1 1 1 30 0 30 60 of I I I I SCALE: 1"=30' FEET 31+50 32+00 33+50 35+00 cm ALTxof CONSTRUCT NEW TERMINAL BUILDING SITE WORK DOAV NOJOB NO. . �� Lf CS -0059-29 (DESIGN) 17046 3544 North Progress Avenue Suite 200 3 g i ,ti�`o DRAWN BY: SHEET Harrisburg,Pennsylvania 17110 o�.AAIIELMARKING & SIGNAGE MSH y U 36 phone: (717) 652-8700 # fax: (717) 652-8371 Lic. No. 061939 LAYOUT & NOTES DESIGNED BY: io � 6����� � TJS/TLB OF www.deItaairport.com INC. illi, °.� L CONSULTANTS, �SSIONAL Date: 2020.06.23 16:07:04 04'00' Digitally signed by Tyler L Bailey WINCHESTER REGIONAL AIRPORT SCALE: DATE: 40 NO. REVISIONS BY APP. DATE 1" = 30' JUNE 2020 J 0 Q J 01 3 a .3 Y E (Du) d• w 00 �Q z ,E 0x MUTCD "R1-1" 30" X 30" STOP SIGN NTS IVIU I UU KJ -1 RAU I UU 30" x 30" 30" x 30" NO RIGHT/LEFT TURN SIGN NTS 30" x 30" DO NOT ENTER SIGN NTS COLORS: SYMBOL -RED (RETROREFLECTIVE) LEGEND & BACKGROUND - WHITE (RETROREFLECTIVE) ROADWAY EDGE 50' MAX 12' MIN (UNCURBED) 2' MIN (CURBED) STOP SIGN PLACEMENT DETAIL NTS CROSSWALK WIDTH f6' MIN.) AS SPECIFIED IN THE CONTRACT DOCUMENTS LINE WIDTH (6" MIN.) CROSSWALK WIDTH (5'MIN.) I�-r— AS SPECIFIED IN THE CONTRACT DOCUMENTS CROSSWALK WIDTH (TRANSVERSE LINES) SOLID WHITE LINE 6" MIN. WIDTH UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS B 4' MIN. SPACE TRANSVERSE LINES 2016 ROAD & BRIDGE STANDARDS NOTES: t. ALL PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH THESE STANDARDS, THE MUTCD AND THE VIRGINIA SUPPLEMENT TO THE MUTCD, UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS.. 2, THE LOCATION, WIDTH, AND TYPE OF THE PAVEMENT MARKINGS SHALL BE AS SPECIFIED IN THE CONTRACT DOCUMENTS. 3. CROSSWALKS SHALL ALIGN WITH CURB RAMPS IN ACCORDANCE WITH STANDARD CG -12. THE CROSSWALK SHALL BE AT LEAST AS WIDE AS THE LEVEL LANDING AREA OF THE CURB RAMD. 4. WHEN LONGITUDINAL LINES ARE SPECIFIED FOR THE CROSSWALK, THE LONGITUDINAL LINES SHALL BE PARALLEL TO THE PATH OF THRU TRAFFIC. 5. GAPS BETWEEN LONGITUDINAL LINES SHALL BE BETWEEN 2 - 5 FEET. GAP SPACING MAY VARY IN ORDER TO ALIGN LINES SUCH THAT THEY ARE OUTSIDE THE WHEEL PATHS OF THRU TRAFFIC. THE FIRST AND LAST LINES SHALL BE 2'MAXIMUM FROM EDGE OF SHOULDER OR EDGE OF GUTTER PAN. 'MAX. 24" SOLID SEE NOTE 5 WHITE LINE CROSSWALK WIDTH +6' MIN.) AS SPECIFIED IN THE 4' FAIN. CONTRACT SPACE DOCUMENTS LONGITUDINAL LINES SEE NOTE 5 2` MAX. 24" SOLID NHITE LINE CROSSWALK WIDTH (6' MIN.) AS 4' MIN. SPECIFIED SPACE IN THE CONTRACT DOCUMENTS LONGITUDINAL LINES AT SKEWED INTERSECTIONS (SEE NOTE 4) XVDOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FELE IN [HE CENTRAL OFFICE. SPECIFICATION ROAC AND BRIDGE STANDARDS TYPICAL PAVEMENT MARKING REFERENCE SHEET 4 OF 4 REVISION DATE CROSSWALK MARKINGS 704 1330-33 NEW 01/15 VIRGINIA DEPARTMENT OF TRANSPORTATION EDGE OF PAVEMENT 2016 ROAD & BRIDGE STANDARDS 2" I� PROPOSED / SIGN I II I L__ _—J — — — — — — — I I I I I I I I I I 2" U -CHANNEL POST I I SET TIN GROUND I I OR AS SPECIFIED L — — — — — — — — J f� 2' MIN 5' MIN 6" (TYP.) J�.- VDOT CLASS A3 CONCRETE, 3000 PSI ROADWAY SIGN MOUNTING DETAIL NTS NOTE: 1. SIGN POSTS SHALL MEET VDOT SPECIFICATIONS AND SHALL BE PAID FOR UNDER ITEM R-701 VA "TRAFFIC SIGNS". RESERVED PARKING MUTCD R7-8 12" x 18" VAN ACCESSIBLE MUTCD R7 -8a 18" x 9" HANDICAP PARKING/VAN ACCESSIBLE SIGN DETAIL NTS NOTE: 1. SIGN TO CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES - TYPE R7-8 SIGN. 4" YELLOW OR WHITE STRIPE (TYP) 'HITE BAR IVI�iv\nvv ROADWAY SINGLE STRIPING AND STOP BAR DETAIL NTS ADA ACCESSIBLE ADA VAN -ACCESSIBLE PARKING SIGN PARKING SIGN 1' (TYP) SIDEWALK 7-45 (TYP) 4" WIDE WHITE 0 0 STRIPE (TYP)KA 20' WHEEL STOP 1' J 4" WIDE WHITE x 2' SPACE (TYP) SEE VDOT "SYMBOL DETAILS" ADA PARKING DETAIL NTS NOTES: 1. SYMBOL SHALL BE PLACED AT THE END AND CENTERED IN EACH DESIGNATED ADA PARKING STALL. 2. SYMBOL COLOR: WHITE CHARACTER ON BLUE BACKGROUND. PM -1C LANE CL I 1•-� THRU ARROW 91 2016 ROAD & BRIDGE STANDARDS LANE 2'-4" S" 1 3'-2" 2'-4"4" 1'-0" II_ 6'-4' SINGLE TURN ARROW (LEFT OR RIGHT) a 0 a LANE 2'-G"4" 1'-2" 1`-0" 1'-2" r^ 7' -6 - DOUBLE -6DIOUBLE TURN ARROW (LEFT/THRU OR RIGHT/THRU) 6 v NOTES: 1. 1 GRID UNIT 4 INCHES 2. ALL SYMBOLS/LEGEND SHALL BE WHITE UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS. `VDOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS DN FILE IN THE CENTRAL OFFICE. SPECIFICATION ROAD AND BRIDGE STANDARDS PAVEMENT WORD, SYMBOL, AND ARROW MARKINGS REFERENCE SHEET 4 OF 15 REVISION DATE ARROW DETAILS 704 1340.13 NEW 01.'15 VIRGINIA DEDARTMENT OF TRANSPORTATION PM•1C wN r1 -11n (0 NC CENTS POINT RADII BLUE MARKING (OPTIONAL - SI NOTE 2) WHITE STROh WIDTH 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 4"14"1 j 3'-0" 4" 4" f 4'-S" 2" /, I'/z. 2" INTERNATIONAL SYMBOL OF ACCESSIBILITY - SPECIAL SIZED NOTES= 1. 1 GRID UNIT 2 INCHES 2. BLUE MARKING AND WHITE BORDER SHALL BE OMITTED EXCEPT WHERE SPECIFIED IN CONTRACT DOCUMENTS. XVDOT A COPY OF TIE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION PAVEMENT WORD, SYMBOL, AND ARROWMARKINGS REFERENCE ROAD AND BRIDGE STANDARDS SHEET 10 OF 15 REVISION DATE SYMBOL DETAILS 704 1340.1•) 04/19 VIRGINIA DEnARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS �NLTH of CONSTRUCT NEW TERMINAL BUILDING SITE WORK DOAV NO. JOB NO. �1 Lr CS -0059-29 (DESIGN) 17046 3544 North Progress Avenue Suite 200 ro g i DELTA IRPOR��O � � DRAWN BY: SHEET Harrisburg, Pennsylvania 17110 o A -.s ROADWAY MARKING & MJH 37 Lic. No. 061939 SIGNAGE DETAILS DESIGNED BY: OF phone: (717) 652-8700 fax: (717) 652-8371 TJS/TLB www. deItaaIrport.cam CONSUL TAN TS, INC. SCALE: DATE: IUNAL Digitally signed by Tyler LBailey WINCHESTER REGIONAL AIRPORT40 NO. REVISIONS BY APP. DATE NONE JUNE 2020 Date: 2020.06.23 160729-04'00' J 101-01, • • BUILDING MIN 1""M ., ° 'd. ° d 6.5" THICK CONCRETE .a ° d (BY OTHERS) ��8Q Q a d. a p ° ° d ° ° ° e q d. A Q ° Q�0. ; . a PRIVATE SECONDARY .a: 60" TO EDGE ° CONDUCTORS. OF OPENING o��� aQ (12) - 4" PIPE MAX ON . e. ' SLOPE /O�nXJQO� LOAD SIDE J a Qd d (^xl�a 54" 8go ' ° a ° e.. J ° op°CCom 1 8" . ao� ° moo° o�o� 18' t6ll Q Q .. �� Opo pQVQ •. O e a ° d e 0 opt °.• d a ° nr\no� d • :° d SLOPE I 10--o- PRIMARY CONDUIT FROM 0_ 20 „ POLE IN 6" CONDUIT O SERVICE i� SIDE CONCRETE PADS FOR 12KV THREE PHASE TRANSFORMER (UM-1-3PCL) NTS NOTES: 1. CONTRACTOR TO PROVIDE A 10'x 10' LEVEL AREA WITH 4"-6" CRUSHED STONE OR GRAVEL. PAD SITE SHALL BE SLIGHTLY ELEVATED AND SURROUNDING AREA SHALL BE GRADED TO ALLOW FOR ADEQUATE DRAINAGE. 2. UTILITY SHALL PROVIDE PREFAB CONCRETE PAD SHOWN. TOWARD PAVEMENT 1" CONDUIT STUBBED UP ABOVE 1 BASIS OF DESIGN CONCRETE FOR SECURITY CABLING 1 1 1 17" GROUND LUG CONNECT I I I Depth: TO CIRCUIT GROUND I ,210-a/16' CONDUCTOR I STEEL POLE BASE COVER I _41 MIN 3000 PSI ENTRAINED LABEL MANUFACTURER/ CATALOG CONCRETE BASE i► DRIVER CHAMFER ALL EDGES 1'1 WATTAGE MOUNTING ANCHOR BOLTS PER 12. MANUFACTURES DRIVER RECOMMENDATIONS. a SEE ANCHOR BOLT DETAIL. NUMBER FIXTURE PER FIXTURE ACUITY - LITHONIA 3/4" CONDUIT 4'e STUBBED UP fid. a 1 ABOVE CONC. BASE A F1 .1° . QTY AS REQUIRED -' d 1 EXOTHERMIC BOND '.° 41 GROUND ROD 1 ° d, I ---=---=---r I ° I . I ° I°d 1" CONDUIT STUBBED UP ABOVE CONC. PROVIDE 1 SPARE 1" CONDUIT FOR ° I. d,° ----- ---a71a CONTINUATION TO FUTURE POLES (NOTE 7) (4) VERTICAL BARS WITH HORIZONTAL TIES (NOTE 5) A- ° .I d I � . e ° d d 2'-0" POLE BASE DETAIL POLE AS NOTED ON PLANS FOR LIGHT FIXTURE AND FUTURE SECURITY CAMERA HANDHOLE (2" X 4" MIN.) 600V 30A FUSE HOLDER WITH 20A IN-LINE DUAL ELEMENT HIGH SPEED FUSES 4" MAX. In A 24" MIN (T 12 x 12 x 4 DEEP NEMA 4X RECESSED FIBER ENCLOSURE WITH CURVED COVER, BY ABB -THOMAS & BETTS-CARLON OR APPROVED EQUAL. MOUNT TOP EDGE 6" FROM TOP OF FOUNDATION. /-- GRADE 1" CONDUIT FOR ' FUTURE SECURITY CAMERA CABLING 1"C SECURITY 1"C SECURITY NOTE 5 as ° ' --- 1 "C ELEC TO NEXT POLE a a 1"C ELEC TO NEXT POLE 3/4"C GROUND TOWARD PAVEMENT SECTION A -A NOTES: NTS 1. PRIOR TO POURING CONCRETE, INTERNAL STRUCTURE IS TO BE INSPECTED BY ENGINEER. WITHOUT INSPECTION POLE 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 THE POLE BASE. 4. MEASUREMENTS BELOW GRADE SHALL BE MADE WITH REFERENCE AT THE LOWEST POINT OF GRADE INTERSECTING THE POLE BASE. 5. FOUNDATION DETAIL SHOWN HERE IS FOR GENERAL INFORMATION PURPOSES ONLY. PROVIDE ENGINEERED CONCRETE BASE. CONTRACTOR PROVIDED SHOP DRAWING SUBMITTAL SHALL BE SIGNED AND SEALED BY STRUCTURAL ENGINEER IN THE STATE POLE BASE IS TO BE INSTALLED. 6. GROUT UNDER BASE PLATE AFTER LEVELING. 7. PROVIDE END BUSHINGS ON ALL CONDUITS. ON NUT & WASHER 5 -1/2" MINIMUM THREADLENGTH LEVELING NUT a & WASHER 14" ° 3/4" DIAMETER MIN GALVANIZED "J" BOLT 4" ANCHOR BOLT DETAIL NTS NOTE: 1. ANCHOR BOLT LAYOUT DETAILS ARE FOR GENERAL INFORMATION PURPOSES ONLY. CONTRACTOR SHALL COORDINATE THE ANCHOR BOLT LAYOUT SHOWN HEREWITH THE MANL FACTURER'S ANCHOR BOLT LAYOUT INFORMATION FURNISHED WITH THE EQUIPMENT. LUMINAIRE FIXTURE SCHEDULE 8-1/2" BASIS OF DESIGN (21.59 cm) Width: 17" MINIMUM INITIAL MAXIMUM Depth: 0-9 m6" ,210-a/16' LIGHT VOLTAGE 9.1 ky) _41 LABEL MANUFACTURER/ CATALOG uts i► DRIVER LUMENS PER WATTAGE MOUNTING DESCRIPTION SOURCE DRIVER ■■■■MEMS NUMBER FIXTURE PER FIXTURE ACUITY - LITHONIA POLE MOUNTED LED AREA LIGHT. 20'-0" TAPERED FULL CUTOFF. DSX1 - P2 - 40K - T31M - 277 - LED 4000K SQUARE POLE IES TYPE III MEDIUM THROW DISTRIBUTION. Si SPA -PER7 - SF - MIN 70 CRI 277V ELECTRONIC 8,901 LUMENS 70 W ON 3'-0" TALL 7 -PIN RECEPTACLE WITH SSL TWISTLOCK PHOTOCELL. (COLOR PER ARCH) CONCRETE PROVIDE MOUNTING PROVISIONS AT 16'-0" FOR BASE SECURITY CAMERA (CAMERA PROVIDED BY OWNER) DLL127F 1.5 JU 8,901 LUMENS 70W ACUITY - LITHONIA SAME AS SAME AS EACH EACH SAME AS SAME AS FIXTURE TYPE "S1" EXCEPT, S2 FIXTURE 277V FIXTURE TYPE FIXTURE TYPE TWO FIXTURES PER POLE MOUNTED AT 180° SAME AS FIXTURE TYPE "S1" TYPE "S1" "S1" 17,802 LUMENS 140W "S1" SEPARATION 2 FIXTURES PER POLE TOTAL TOTAL ACUITY - LITHONIA 70W DSX1 - P2 - 40K - T41M - 277 - SAME AS SAME AS EACH SAME AS S3 SPA - PER7 - SF - FIXTURE 277V FIXTURE TYPE 8,708 LUMENS FIXTURE TYPE SAME AS FIXTURE TYPE "S1" EXCEPT, IES TYPE IV MEDIUM THROW DISTRIBTION (COLOR PER ARCH) TYPE "S1" "S1" 140W "S1" TOTAL DLL127F 1.5 JU ACUITY - LITHONIA ELECTRONIC FUTURE TERMINAL PHASE BY OTHERS U L924 S10 LED 4000K 120-277V EMERGENCY 3,512 LUMENS 25W WALL WALL MOUNTED ARCHITECTURAL WALL SCONCE WST LED - P2 -40K -VW- MIN 70 CRI 12'-0" FULL CUTOFF. BATTERY MVOLT COLOR TO MATCH BUILDING FINISH BACKUP NOTES: 1. MANUFACTURER AND CATALOG NUMBERS SHOWN ARE FOR BASIS OF DESIGN, DESCRIPTIVE AND QUALITY STANDARDS ONLY, NOT TO BE USED FOR ORDERING WITHOUT VERIFICATION AND APPROVAL. CONTRACTOR MAY SUBMIT EQUIVALENT FIXTURES BY ALTERNATE MANUFACTURERS (E.G. CREE, LSI, PHILLIPS, COOPER, HUBBELL, LA LIGHTING, OTHER) FOR OWNER, AND ENGINEER REVIEW, ENGINEER REVIEW REQUIRED PRIOR TO PURCHASE, ENGINEER SHALL NOT BE RESPONSIBLE FOR MISMATCHED OR INACCURATE PART NUMBERS. 2. LED LIGHT FIXTURE MUST BE CAPABLE OF SELF -RESETTING TO THE SWITCHED/CONTROLLED STATE DURING ANY FLUCTUATION IN POWER SUPPLY WHERE AUTOMATIC PROTECTIVE MEASURES DISABLE THE LED LAMPS. PROVIDE A LETTER OR STATEMENT FROM THE MANUFACTURER, OR OTHER ACCEPTABLE PROOF, THAT ALL LED FIXTURE, WITH OR WITHOUT BROWNOUT PROTECTION, WILL RETURN TO THE SWITCHED/CONTROLLED STATE AUTOMATICALLY. PROVIDE STATEMENT WITH THE FIXTURE SUBMITTALS. 3. LED FIXTURES SHALL HAVE INITIAL FIXTURE LUMEN OUTPUT AS SPECIFIED ABOVE PER IES STANDARD LM -79 4. LED FIXTURES SHALL HAVE A 7C% LUMEN MAINTENANCE FACTOR GREATER THAN 50,000 HOURS PER IES STANDARD LM -80 5. ALL DRIVERS AND EMERGENCY BATTERY DRIVERS SHALL HAVE A MINIMUM 5 YEARS WARRANTY, HAVE EQUAL TO OR LESS THAN 10% TND, AND BE MANUFACTURER INSTALLED AND LISTED FOR APPLICATION. 6. EXTERIOR FIXTURE MOUNTING HEIGHTS SHALL BE MADE IN REFERENCE TO ILLUMINATED SURFACE AND BOTTOM OF FIXTURE, UON. Specifications EPA: 1-01 ft2 R09m'1 w Length: 33" 1faa�1 Width: 13" (33ko"1 Height H1: 7-1/2" ��� 142 t19o�1 H1 Height H2: 3-112" Weight 27lbs (max): (IZ241 s 3 a 1 0 1 2 E 4 is 4 1 - P a a m t i q o � J Z T3M - �- - ?-.. T4Mz� LUMINAIRE DESCRIPTION: 1. CONSTRUCTION: SINGLE -PIECE DIE-CAST ALUMINUM HOUSING INTEGRATED WITH HEAT SINKS TO OPTIMIZE THERMAL TRANSFER FROM THE INTERNAL LIGHT ENGINE HEAT SINKS. LOW EFFECTIVE PROJECTED AREA (EPA) (1.01 FT2) FOR OPTIMIZED POLE WIND LOADING. 2. FINISH: COLOR PER ARCHITECTURE APPROVAL. APPLY EXTERIOR PARTS WITH ZINC -INFUSED TGIC THERMOSET POWDER COAT FINISH. MULTI -STAGE APPLICATION ENSURING A MINIMUM 3 MILS THICKNESS FOR CRACK OR PEEL RESISTANCE. 3. OPTICS: ZERO UPLIGHT, NIGHTTIME FRIENDLYT" PRODUCT 4. ELECTRICAL CLASS 1 ELECTRONIC DRIVER SHALL ACCEPT AN INPUT OF 120-277V, 50/60HZ, POWER FACTOR X90%, THD <20%. SERVICEABLE SURGE PROTECTION DEVICE MEETS A MINIMUM CATEGORY C (PER ANSI/IEEE C62-41-2)- 5, CONTROLS: DUSK TO DAWN CONTROLS VIA NEMA TWIST -LOCK PHOTOCELL RECEPTACLE. 6. INSTALLATION: POLE MOUNTED. MOUNTING BLOCK AND INTEGRAL ARM FOR QUICK AND EASY INSTALLATION. STAINLESS STEEL BOLTS TO FASTEN MOUNTING BLOCK TO POLE. CAPABLE OF WITHSTANDING UP TO A 3.0 G VIBRATION LOAD RATING PER ANSI C136,31, AERISTM SERIES POLE DRILLING PATTERN (TEMPLATE #8). 7. RATINGS: UL LISTED FOR WET LOCATIONS, LIGHT ENGINE INGRESS PROTECTION IP66 RATED, FIXTURE INGRESS PROTECTION IP65 RATED. -40°C(40°1`) TO 40°C(104°F AMBIENT. MIN 50,000 HRS L70 PER IES LM -80. DETAIL BASED ON ACUITY LITHONIA - DSX1 SERIES LOW PROFILE LED POLE MOUNTED AREA LIGHT TYPE LUMENS LAMP TYPE INPUT WATTS VOLTAGE MOUNTING 1 8,901 70W LED 277V POLE MOUNTED, 23" AFG 8,901 X 2 4000K 70CR1 70W X 2 20'-0" 'POLE - 3'-0" CONCRETE BASE 8,708 70W TYPE 11S1 ", 11S2"1 "S3" - LED PARKING LOT AREA FIXTURE Specifications Luminaire Height- 8-1/2" (21.59 cm) Width: 17" (43.18 cm) Depth: 0-9 m6" ,210-a/16' Weight: 20 Ibs 9.1 ky) LUMINAIRE DESCRIPTION: 1. CONSTRUCTION: SINGLE -PIECE DIE-CAST ALUMINUM HOUSING INTEGRATED WITH HEAT SINKS TO OPTIMIZE THERMAL TRANSFER FROM THE INTERNAL LIGHT ENGINE HEAT SINKS DIE-CAST DOOR FRAME FULLY GASKETED WITH A ONE-PIECE SOLID SILICONE GASKET TO KEEP OUT MOISTURE AND DUST, PROVIDING AN IP65 RATING FOR THE LUMINAIRE. 2. FINISH: COLOR PER ARCHITECTURE APPROVAL. APPLY EXTERIOR PARTS WITH ZINC -INFUSED TGIC THERMOSET POWDER COAT FINISH. MULTI -STAGE APPLICATION ENSURING A MINIMUM 3 MILS THICKNESS FOR CRACK OR PEEL RESISTANCE. 3. OPTICS: ZERO UPLIGHT, NIGHTTIME FRIENDLYT"' PRODUCT 4. ELECTRICAL: CLASS 2 ELECTRONIC DRIVER SHALL ACCEPT AN INPUT OF 120-277V, 50/60HZ, POWER FACTOR >90%, THD <20%. SERVICEABLE SURGE PROTECTION DEVICE MEETS A MINIMUM CATEGORY B (PER ANSI/IEEE C62.41.2). 5. INSTALLATION: UNIVERSAL MOUNTING PLATE WITH INTEGRAL MOUNTING SUPPORT ALLOWING FIXTURE TO HINGE DOWN FOR EASY ACCESS WHILE MAKING WIRING CONNECTIONS. 6. RATINGS: UL LISTED, INGRESS PROTECTION IP65 RATED. -30°C( -22°F) TO 40°C(104°F) AMBIENT. MIN 50,000 H:RS L70 PER IES LM -80. DETAIL BASED ON ACUITY LITHONIA - WST SERIES LED ARCHITECTURAL WALL SCONCE TYPE ILUMENS LAMP TYPE INPUT WATTS VOLTAGE MOUNTING S1 3,512 LED 25W 120-277V WALL MOUNTED 4000K 70CRI 12'-0" AFG TYPE "S10" - LED WALL MOUNTED AREA FIXTURE (FUTURE !PHASE BY OTHERS) t_TH w. CONSTRUCT NEW TERMINAL BUILDING SITE WORK DOAV NO. JOB NO. ,* U CS -0059-29 (DESIGN) 17046 3544 North Progress Avenue, Suite 200 , �C DRAWN BY: SHEET � Harrisburg, Pennsylvania 17110 � 4 DELTA IRPORT\ � DAVID B. WILLIAM� ELECTRICAL DETAILS MJH 38Lic. No. 058805 DESIGNED BY. phone: (717) 652-8700 # fax: (717) 652-8371 OF www.deItaairport.com CONSULTANTS, INC. .� %�V/ 0;0���11 TJS/TLB 0WINCHESTER REGIONAL AIRPORT SCALE: 40 NO. REVISIONS BY APP. DATE S/ �•.. DigitallysignedbyDavid.Williams f}"JAL. Contactlnfo:919.434.8518 NONE JUNE 2020 Date: 2020.06.23 17:44:13-04'00' _41 RE uts i► n ■■■■MEMS ■■S■■= LUMINAIRE DESCRIPTION: 1. CONSTRUCTION: SINGLE -PIECE DIE-CAST ALUMINUM HOUSING INTEGRATED WITH HEAT SINKS TO OPTIMIZE THERMAL TRANSFER FROM THE INTERNAL LIGHT ENGINE HEAT SINKS DIE-CAST DOOR FRAME FULLY GASKETED WITH A ONE-PIECE SOLID SILICONE GASKET TO KEEP OUT MOISTURE AND DUST, PROVIDING AN IP65 RATING FOR THE LUMINAIRE. 2. FINISH: COLOR PER ARCHITECTURE APPROVAL. APPLY EXTERIOR PARTS WITH ZINC -INFUSED TGIC THERMOSET POWDER COAT FINISH. MULTI -STAGE APPLICATION ENSURING A MINIMUM 3 MILS THICKNESS FOR CRACK OR PEEL RESISTANCE. 3. OPTICS: ZERO UPLIGHT, NIGHTTIME FRIENDLYT"' PRODUCT 4. ELECTRICAL: CLASS 2 ELECTRONIC DRIVER SHALL ACCEPT AN INPUT OF 120-277V, 50/60HZ, POWER FACTOR >90%, THD <20%. SERVICEABLE SURGE PROTECTION DEVICE MEETS A MINIMUM CATEGORY B (PER ANSI/IEEE C62.41.2). 5. INSTALLATION: UNIVERSAL MOUNTING PLATE WITH INTEGRAL MOUNTING SUPPORT ALLOWING FIXTURE TO HINGE DOWN FOR EASY ACCESS WHILE MAKING WIRING CONNECTIONS. 6. RATINGS: UL LISTED, INGRESS PROTECTION IP65 RATED. -30°C( -22°F) TO 40°C(104°F) AMBIENT. MIN 50,000 H:RS L70 PER IES LM -80. DETAIL BASED ON ACUITY LITHONIA - WST SERIES LED ARCHITECTURAL WALL SCONCE TYPE ILUMENS LAMP TYPE INPUT WATTS VOLTAGE MOUNTING S1 3,512 LED 25W 120-277V WALL MOUNTED 4000K 70CRI 12'-0" AFG TYPE "S10" - LED WALL MOUNTED AREA FIXTURE (FUTURE !PHASE BY OTHERS) t_TH w. CONSTRUCT NEW TERMINAL BUILDING SITE WORK DOAV NO. JOB NO. ,* U CS -0059-29 (DESIGN) 17046 3544 North Progress Avenue, Suite 200 , �C DRAWN BY: SHEET � Harrisburg, Pennsylvania 17110 � 4 DELTA IRPORT\ � DAVID B. WILLIAM� ELECTRICAL DETAILS MJH 38Lic. No. 058805 DESIGNED BY. phone: (717) 652-8700 # fax: (717) 652-8371 OF www.deItaairport.com CONSULTANTS, INC. .� %�V/ 0;0���11 TJS/TLB 0WINCHESTER REGIONAL AIRPORT SCALE: 40 NO. REVISIONS BY APP. DATE S/ �•.. DigitallysignedbyDavid.Williams f}"JAL. 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BY OTHERS. (NOTE 3) +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 0.1 +0.2 +0. .2 +1.5 +1.7 +1 +1. +0.8 +0. +0. +0.0 +0.0 +0.0 +0.0 +0.0 + .0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 +0. +0.1 +0.2 .2 +0.6 +1. +1.6 1.5 +1.2 +0.8 +0.4 +0.2 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +( 0. 0.2 0• 0.1 0-� .5 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 +0. 0 Q.0 0.0 0.0 +0. 0 0.0 +0. 0 0.0 0.0 0.0 +0. 0 0.0 +0. 0 0.1 0.1 0. •2.6 3 0. � 8 1.7 2.1 1. 1. 0.7 0. 0 1 0.1 0.0 0.0 0.0 +0. 0 .0 0.0 0.0 +0. 0 0.0 +0. 0 0.0 +0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0 1 0.1 0.2 0 .5 1. 1.5 1.5 1.3 0.9 0.4 0.2 1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10 0.0 ( 0.1 1 1 1 0. 0. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +0.-1 + + + + + + + + + + + + + + + + + + + + + + + + +01 + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 .1 0.2 0.3 0 .9 2. 2.0 1. 1. 0 1 0.1 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0. .4 1. 1.8 1.6 1.5 0.9 .5 3 0.1 1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 150' LT S 1 @ 23' 1 0. ')0.25 0. 0.1 0.2 0.2 150' LT +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 .1 +0.2 +0.3 +0. .9 2.6 +1.9 +1. +1. +0. +0 3 +0 1 +0.1 +0.0 +0.0 +0.0 0.0 .0 0.0 0.0 0.0 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0. +0.2 +0.2 +0 +11, .4 +1.2 +1.8 1 9 1.4 + 1 +0.7 +0.4 +0.2 +0.1 1 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +( 0.1 0.25 .5 1 0. 1 0. 0.1 DESIGN OF TERMINAL AND +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +0.1 +0.1 .1 +0.2 +0.3 +0. + 8 1.9 +1.8 +1. 1 +0. + 3 +0. +0.1 +0.0 +0.0 +0.0 +0.0 + .0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 +0.1 +0.2 + .z + 4 +1.2 +2. +1. +1.4 +1.z +0.9 +0.3 +o.z +0.1 +0.1 +0.0 +0.0 + 0.0 SURROUNDING EXTERIOR LIGHT +0.0 +0.0 +( 1 0. 0.2 0. 0.1 0,25 1 S1 �° 23 0.2 FIXTURES IN THIS AREA UNDER +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 +0.1 .1 +0.2 +0.2 .2 +0. + 5 +1.8 +1.4 +0. +0. +0.1 +0.1 +0.0 +0.0 +0.0 +0.0 +(.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 .1 +0. +0.3 +0. 8 1.9 +1.6 +1.3 +1. +0.8 .5 +0.3 +0.2 +0. + . +0.0 +0.0 +0.0 FUTURE PHASE BY OTHERS. +0.0 +0.0 +( 0.1 0.2 .5 1 0.5 1 0. PLACEHOLDER FIXTURES INCLUDED + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 .1 0.2 0.2 .2 0.5 1. 1.3 1.3 .1 0. 0. 0.2 0.1 0.1 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0. 0.1 .2 0.3 0. 1.5 1.7 1. 1.4 1.5 1. 0.7 .5 0. 0.2 0.1 0.0 0.0 0.0 FOR CALCULATION PURPOSES ONLY. o.o o.o 0.2 p, 0.1 .25+ 1 0.2 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 +0.1 .1 +0.1 +0.2 .2 +0.6 +1.2 +1.2 +1. +0. 0. +0.4 +0.2 + 1 +0.1 +0.0 +0.0 +0.0 +1 .0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 +0.1 .1 .3 +0.3 +0. +0. +1. +1.5 +1.7 + 0 +0.7 +0.4 +0.2 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +( 0.1 0.2 .5 1 0.2 1 0. 0. +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 + .0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 + +0.1 +0.1 +0.2 +o. +0.7 +1.1 +1.2 + .0 0.8 0. +0.4 +0.2 +0.1 + 1 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 .1 +0.2 +0.2 + 2 + 1 .2 + .3 +1.5 +1.2 +0.9 .5 0.2 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +( 1 0.2 0. .1 0.2 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +(.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 +0.1 +0.1 +0.1 + 2 .5 + +1.2 +1.2 .0 0.8 0.6 +0.4 +0.3 + +0.1 + + 1 + + .1 0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 +0. +0.2 +0.2 +0. +0. 0.6 .0 +1.2 +1.9 + .0 +1.4 + .1 + .6 +0. 2 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +( 0.1 .2 .5 1 0 0'25 p 25 2 S 0. 0. 25 0.5 1 0. 0. +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 + .0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0 +0.1 +0.2 +0.2 0.2 +0.6 +1.1 +1.4 +1.3 +1.1 .9 +0.6 0.5 + +1.2 +1 3 8 .5 + 1 1.1 +1. + .6 + . +1.1 +1. +�6' 1.2 .4 +0.1 +0.1 +0.0 +0.0 +0.0 +0.0 +0.1 .1 + . +0.2 +0.3 +o. o. 1.3 +2.0 1.4 .1 + .6 0.2 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +Q.0 +0.0 +( 1 1 5 1 1 1 51 5 1 1 0.2 + +0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 .1 0.2 0.3 0.3 3 .9 1.5 1.7 1.6 1.3 .0 0.7 0. 1.7 6. .0 2-Q 79 3�3 .3 .3 0.1 0.0 0.0 0.0 0.0 .1 0. 0.1 0.2 0.3 0.4 0. 1.6 2. 2.0 1.4 .1 .6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.25 p /S 1\@ 23' 1 0. 0. +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 + .0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 .1 +0. +0.3 +0 0.5 1 1.4 +2.3 +2.2 +1.9 +1.4 1.0 +0.6 +2.0 I 9 1 12' 1 @ 1 2' @ 1 2' @ 1 0. 0 �.1 +0.0 +0.0 +0 0.0 +0.0 +0.0 +0.1 +0.1 +0.1 +0.3 +0.4 .5 +1.4 2.4 +1.9 .4 1 + .6 +0. 2 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +( 5 A A A 0.2 5 0.5 1 \ / � .1 1 0.2 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 0.1 +0. +0.4 +0.6 +0.6 + 100 A.0@ 23 .7 +2.1 +1.5 .0 +0.6 5 +3. 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PHOTOMETRIC VALUES AND CONTOURS ARE BASED ON COMPUTER GENERATED CALCULATIONS USING ACUITY -VISUAL 2017 VER2.09.0105 AND MANUFACTURER PROVIDED PHOTOMETRIC FILES. 2. VALUES SHOWN ARE BASED IN FOOT-CANDLES (FC). 3. AIRFIELD APRON LIGHTING NOT INCLUDED IN LIGHTING CALCULATIONS. (EXEMPTION 165-201.07.G.1) 4. ASSUMPTIONS ARE MADE FOR BUILDING MOUNTED LIGHTING AND EXTERIOR MOUNTED LIGHTING ASSOCIATED WITH NEW TERMINAL CONSTRUCTION SCOPE. DESIGN BY OTHERS. 5. LIGHTING CALCULATIONS INCORPORATE BASIC ASSUMED BUILDING GEOMETRY AND ASSUMED REFLECTANCES, HOWEVER THE CALCULATIONS DO NOT TAKE INTO ACCOUNT ADDITIONAL ARTIFICIAL LIGHT FIXTURES NOT SHOWN NOR VEGETATION AND OBSTACLES THAT CAN ADVERSELY AFFECT EXPECTED LIGHTING LEVELS. 6. LIGHTING CALCULATIONS ASSUME NO LIGHT LOSS FACTOR (1.0 LLF) FOR WORST CASE SCENARIO AT INITIAL INSTALL. NEW LED FIXTURES WILL SLOWLY DECREASE IN LUMEN OUTPUT OVER THE IES LM -80 RATED LIFE OF THE FIXTURES. 7. BASED ON AVAILABLE INFORMATION, THE LIGHTING DESIGN IS COMPLIANT WITH VIRGINIA STATE ENERGY CODE POWER DENSITY AND AUTOMATIC EXTERIOR LIGHTING CONTROL REQUIREMENTS. 8. BASED ON AVAILABLE INFORMATION THE LIGHTING DESIGN IS COMPLIANT WITH FREDERICK COUNTY, VIRGINIA ORDINANCES (165-201.07) INCLUDING: B.3. 25' POLE HEIGHT LIMIT INCLUDING BASE D.1. LESS THAN 5.OFC (50 LUX) AVERAGE FOR PARKING LOTS DA. LESS THAN 5.OFC (50 LUX) TRESPASS ACROSS COMMERCIAL PROPERTY LINES AND ROAD RIGHT-OF-WAY 9. ALL NEW LIGHT FIXTURES SHALL CONFORM TO FREDERICK COUNTY ZONING ORDINANCE §165-202.07 AND BE DOWNCAST AND FULL CUTOFF. 30 0 30 60 SCALE: 1"=30' FEET `o m DOAV NO. JOB NO. P` T �F y CONSTRUCT NEW TERMINAL BUILDING SITE WORK CS -0059-29 (DESIGN) 17046 3 3544 North Progress Avenue, Suite 200 , � �. '/ /! DRAWN BY: SHEET MJH x Harrisburg, Pennsylvania 17110 EL TA IRP T DAVID B. WILLIAMS PHOTOMETRIC LAYOUT 39 Q Lic. Na. 058$05 DESIGNED BY: phone: (717) 652-8700 # fax: (717) 652-8371 4 / r1 signed y Dad TJS/TLB www.deltaairport.com CONSUL TAN TSINC. 41 3i'0Z0;0 � SCALE: DATE: 11J , r,C�„�Ai DigitallyContactno:919 41118518 WINCHESTER REGIONAL AIRPORT 40 2 NO. REVISIONS BY APP. DATE V = 30' JUNE 2020 Date: 2020.06.23 17:43:53-04'00' J 300' LT 150' LT NO LANDSCAPING HAS BEEN PROPOSED DUE TO CONFLICT WITH FREDERICK WATER EASEMENT. NO VEHICLE LIGHTS ARE ANTICIPATED TO SHOW FROM UNSCREENED PARKING SPACES INTO PUBLIC RIGHT OF WAYS OR ADJOINING PROPERTIES DUE TO SURFACE GRADES ON AIRPORT PROPERTY. 30+00 1150' RT I=- 9 3 X (6 Q ENO. 41 %* I dols dols REVISIONS 311-50 32+00 33 50 35+00 ` �1 31+00 31+50 N m 11 / 32+00 \ �3 OI 34+00 - -�- - Jr. - -�-- - 0 0 0 N N N N N m ......... . AIRPORT ROAD 32 -_r.6 S 3544 North Progress Avenue, Suite 200 Harrisburg, Pennsylvania 17110 phone: (717) 652-8700 # fax: (717) 652-8371 www.deItaa*irport.com BY III APP. DATE (VARIABLE WIDTH R/W) GAS GA GAS 33-50 GAS o % h m i h t u AS - 300' LT 150' LT 35+00 S- 35+00 GA S- A �� DELTA AIRPORT 05�',w6�CONSULTANTS, INC. 150' RT LANDSCAPE CALCULATIONS AND NOTES 1. PARKING AREA TREES INTERIOR TREES REQUIRED = 71 PARKING SPACES x (1 TREE / 10 SPACES) = 7 INTERIOR TREES PROVIDED = 8 PERIMETER TREES REQUIRED = 40,000 SF ADDED IMPERVIOUS AREA / 2,000 SF = 20 PERIMETER TREES PROVIDED = 20 2. ALL LANDSCAPING SHALL COMPLY WITH THE REQUIREMENT OF SECTION 165-203.01 B, PLANT SELECTION, PLANTING PROCEDURE, AND MAINTENANCE, OF THE FREDERICK COUNTY CODE LANDSCAPING SCHEDULE LANDSCAPING FEATURE SCIENTIFIC NAME COMMON NAME NO. SIZE SPACING / NOTES TREE ULMUS PARVIFOLIA LACEBARK ELM 28 2.5-3" CAL AS SHOWN S TREE of CONSTRUCT NEW TERMINAL BUILDING SITE WORK ir 40 Ida oil SHEET INDEX LEGEND �— PROPOSED ROADWAY SIGN EXISTING AIRPORT PROPERTY LINE 30 0 30 60 EXISTING MARKING BUXUS SEMPERVIRENS PROPOSED MARKING 725 LF ' SHRUB TREE 30 0 30 60 HRUB BUXUS SEMPERVIRENS COMMON BOXWOOD 725 LF 3' HGT AS SHOWN SCALE: 1"=30' FEET of CONSTRUCT NEW TERMINAL BUILDING SITE WORK DOAV NO. JOB NO. �ALTx �1 Lf CS -0059-29 (DESIGN) 17046 DRAWN BY: SHEET o �.AILE U y LANDSCAPE PLAN MJH 40 Lic. No. 061939 DESIGNED BY: TJS/TLB OF s j0NAL Digitally signed by Tyler WINCHESTER REGIONAL AIRPORT SCALE: DATE: 40 Date: 2020.06.2316:08:18-04'00' 1" = 30' JUNE 2020 E a Ln M 0 N 0 N M J m w 0 CD 0 x Lu fu E cn a LL aj 0 d C) 0 U Q 0 0 M m Ln a) U L rD J ogg --------------- t / i --- o LIU , _ - L / ,o,/ � � 1 I I I I IIII I � ' l OWN \ \ III IIIIL/ / s `��00 T �' ` \ IIIJP221JII I II 11 \Z:=__ZZ_ �lllll I --------- i I j� \ \ ` / - - ' i % _ �l� I I I I II I I° aa J oo I l \ O \ \ I� I \\ \ `` \ //��� 1\IIIIIIIIIIII I / ; \ � � 1 I I I I I I ISI I I / � �� I Illlll llllhlll p I I � , o� Di II /®/ O 1000� I / `- d 1 1111 I a\ \ , / I I 1 \ \ /oo � �\ \ I \ -- �� / ►IIII 1 � I 744 a_J NOW 05. 00 _0j 00 AM 1 (�: IC\ .X � - - _ // --------------- �'�- I _ ___- - ® 0. -- _ /,,------/=7_9__=_=____ _ mm WON 1--ol s 1000 miIiii NNW- �`/ _-- -� 000 000woo// , -; - -- =-- ��-- ��// j/- ��--�\� \ 1 J )111 /� \�////i =�\ // / //i/� ----� I 000 000 000 F1 .• SOILS MAP DATA DRAINAGE AREA HSG HYDROLOGIC MAP SYMBOL SOIL DESCRIPTION TOTAL CONTRIBUTING DRAINAGE AREA WEIGHTED CN TIME TION CONCENTRATION SOIL GROUP 3B BLAIRTON SILT LOAM, 2 TO 7 PERCENT SLOPES C/D 9B CLEARBROOK CHANNERY SILT LOAM, 2 TO 7 PERCENT SLOPES C/D 41 C WIKERT-BERKS CHANNERY SILT LOAMS, 8 TO 15 PERCENT D D SLOPES B HYDROLOGIC DATA DRAINAGE AREA HSG IMPERVIOUS COVER GRASS, GOOD CONDITION WOODS, GOOD CONDITION TOTAL CONTRIBUTING DRAINAGE AREA WEIGHTED CN TIME TION CONCENTRATION 1 YEAR STORM EVENT PEAK DISCHARGE 2 YEAR STORM EVENT PEAK DISCHARGE 10 YEAR STORM EVENT PEAK DISCHARGE A B C D A B C D A B C D CN 98 98 98 98 39 61 74 80 30 55 70 77 DRAINAGE AREA A 0.00 0.00 1.41 1.41 0.00 0.00 3.37 3.37 0.00 0.00 0.00 0.00 9.56 83 75 MIN 4.7 CFS 6.5 CFS 14.0 CFS DRAINAGE AREA B 0.00 0.00 0.10 0.37 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.47 98 5 MIN 1.5 CFS 1.8 CFS 3.0 CFS DRAINAGE AREA C1 0.00 0.00 0.16 0.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.32 98 5 MIN 1.0 CFS 1.3 CFS 2.1 CFS DRAINAGE AREA C2 0.00 0.00 0.00 0.00 0.00 0.00 0.65 1.58 0.00 0.00 0.00 0.00 2.23 78 27 MIN 1.8 CFS 2.6 CFS 6.3 CFS DRAINAGE AREA D 0.00 0.00 0.50 0.60 0.00 0.00 0.27 0.29 0.00 0.00 0.00 0.00 1.66 91 5 MIN 4.2 CFS 5.3 CFS 9.7 CFS DRAINAGE AREA E 0.00 0.00 0.19 0.19 0.00 0.00 0.19 0.19 0.00 0.00 0.00 0.00 0.76 88 15 MIN 1.3 CFS 1.7 CFS 3.2 CFS DRAINAGE AREA F 0.00 0.00 0.95 1.12 0.00 0.00 1.51 2.50 0.00 0.00 0.00 0.00 6.08 85 40 MIN 5.0 CFS 6.9 CFS 14.3 CFS 0.00 0.00 3.31 3.85 0.00 0.00 5.99 7.93 0.00 0.00 0.00 0.00 21.08 84 OUTFALL 1 10.48 CFS 14.47 CFS 30.59 CFS LEGEND POINT OF OUTFALL ANALYSIS wwwww0 wwwNaH OVERLAND FLOW _> - _ -H SHALLOW CONCENTRATED FLOW -0- NowA CHANNELIZED FLOW mmq DRAINAGE AREA BOUNDARY NOTE: 1. THE SCS TR -55 METHOD WAS USED TO DETERMINE THE DISCHARGE RATES FOR THE VARIOUS DESIGN STORMS. i 60 0 60 120 SCALE: 1"=60' FEET DRAINAGE AREA MAP - EXISTING WINCHESTER REGIONAL AIRPORT NtTH of G WINCHESTER, VIRGINIA EXHIBIT A _ DELTA AIRPORT Lic. No. 061939 CONSULTANTS, INC. 1_0 O w www.deItaairport.com D 1 ��G� Digitally signedBailey ��sS1ONAL Date: 020.06. 23 DRAWN BY: MJH SCALE: 1 " - 60' 16:09:06-04'00' CHECKED BY: TJS/TLB DATE: JUNE 2020 J n L =I QI9 7 LI1 91 9It nl V 9 I 7 9 I t �/� /III � I IIII \ \ IIII I I \ I L \ �'' ' �__ _ -- / ►IIII IIII / \ ,� p ■.1111111F-� D IIS/ °8 `-' �• \ I I II I I, jo c / \\\ 1 III 111 ♦ 1 / \ \ �__-I /- INN _____ �55-111'11 i�jl J\-/\ I 0 � o -------------J \ \ \\ \ 1 ��__- / / 41 /�///111111111111 I 1 `\ \ I \ l II 111111 I I loo � C4- 1✓/ v�' - 1 dOl saw now 1 - -_ - � � OUTFALL CHANNEL CROSS SECTIONS / / -� �� (SEE STORMWATER COMPLIANCE SHEET) i j� mo-, _� L- Now WON--Aww ONE . - --- 71 1000, �/� / _=�-_ - //_ - \ I 111 /\ \ �/ � _ �//goo /-__- - 000 000 z HYDROLOGIC DATA DRAINAGE AREA HSG IMPERVIOUS COVER GRASS, GOOD CONDITION WOODS, GOOD CONDITION TOTAL CONTRIBUTING DRAINAGE AREA \ 1 1 YEAR STORM EVENT PEAK DISCHARGE 2 YEAR STORM EVENT PEAK DISCHARGE 10 YEAR STORM EVENT PEAK DISCHARGE C4- 1✓/ v�' - 1 dOl saw now 1 - -_ - � � OUTFALL CHANNEL CROSS SECTIONS / / -� �� (SEE STORMWATER COMPLIANCE SHEET) i j� mo-, _� L- Now WON--Aww ONE . - --- 71 1000, �/� / _=�-_ - //_ - \ I 111 /\ \ �/ � _ �//goo /-__- - 000 000 z HYDROLOGIC DATA DRAINAGE AREA HSG IMPERVIOUS COVER GRASS, GOOD CONDITION WOODS, GOOD CONDITION TOTAL CONTRIBUTING DRAINAGE AREA WEIGHTED CN TIME CONCENTRATION TION 1 YEAR STORM EVENT PEAK DISCHARGE 2 YEAR STORM EVENT PEAK DISCHARGE 10 YEAR STORM EVENT PEAK DISCHARGE A B C D A B C D A B C D CN 98 98 98 98 39 61 74 80 30 55 70 77 DRAINAGE AREA A 0.00 0.00 1.41 1.41 0.00 0.00 3.40 3.40 0.00 0.00 0.00 0.00 9.62 83 75 MIN 4.67 6.50 14.07 DRAINAGE AREA B 0.00 0.00 0.11 0.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.51 98 5 MIN 1.65 2.00 3.29 DRAINAGE AREA C1 0.00 0.00 0.00 0.00 0.00 0.00 0.06 0.53 0.00 0.00 0.00 0.00 0.59 79 25 MIN 0.47 0.68 1.59 DRAINAGE AREA C2 0.00 0.00 0.00 0.00 0.00 0.00 0.14 0.14 0.00 0.00 0.00 0.00 0.28 77 25 MIN 0.19 0.28 0.70 DRAINAGE AREA C3 0.00 0.00 0.02 0.18 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.23 96 5 MIN 0.70 0.86 1.45 DRAINAGE AREA C4 0.00 0.00 0.10 0.10 0.00 0.00 0.02 0.02 0.00 0.00 0.00 0.00 0.24 95 5 MIN 0.71 0.88 1.51 DRAINAGE AREA C5 0.00 0.00 0.01 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 98 5 MIN 0.10 0.12 0.21 DRAINAGE AREA C6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.06 0.00 0.00 0.00 0.00 0.06 80 8 MIN 0.07 0.10 0.23 DRAINAGE AREA C7 0.00 0.00 0.00 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.05 98 5 MIN 0.17 0.20 0.33 DRAINAGE AREA C8 0.00 0.00 0.12 0.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.24 98 5 MIN 0.78 0.95 1.56 DRAINAGE AREA C9 0.00 0.00 0.05 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.10 98 5 MIN 0.33 0.40 0.66 DRAINAGE AREA C9.1 0.00 0.00 0.00 0.00 0.00 0.00 0.09 0.09 0.00 0.00 0.00 0.00 0.18 77 7 MIN 0.19 0.28 0.67 DRAINAGE AREA C10 0.00 0.00 0.00 0.00 0.00 0.00 0.07 0.07 0.00 0.00 0.00 0.00 0.14 77 8 MIN 0.14 0.21 0.51 DRAINAGE AREA C11 0.00 0.00 0.06 0.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.12 98 5 MIN 0.39 0.47 0.78 DRAINAGE AREA C12 0.00 0.00 0.06 0.06 0.00 0.00 0.02 0.02 0.00 0.00 0.00 0.00 0.16 93 7 MIN 0.42 0.53 0.93 DRAINAGE AREA C13 0.00 0.00 0.00 0.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.06 98 7 MIN 0.18 0.22 0.36 DRAINAGE AREA C14 0.00 0.00 0.02 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 98 5 MIN 0.12 0.15 0.25 DRAINAGE AREA C15 0.00 0.00 0.00 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.05 98 5 MIN 0.17 0.20 0.33 DRAINAGE AREA C16 0.00 0.00 0.02 0.02 0.00 0.00 0.17 0.24 0.00 0.00 0.00 0.00 0.45 79 15 MIN 0.46 0.67 1.53 DRAINAGE AREA E 0.00 0.00 0.14 0.15 0.00 0.00 0.75 0.81 0.00 0.00 0.00 0.00 1.85 80 42 MIN 1.13 1.63 3.73 DRAINAGE AREA F1 0.00 0.00 0.06 0.10 0.00 0.00 0.60 1.12 0.00 0.00 0.00 0.00 1.88 80 33 MIN 1.28 1.86 4.32 DRAINAGE AREA F2 0.00 0.00 0.89 1.02 0.00 0.00 0.91 1.38 0.00 0.00 0.00 0.00 4.20 87 40 MIN 3.95 5.27 10.49 0.00 0.00 3.07 3.87 0.00 0.00 6.23 7.91 0.00 0.00 0.00 0.00 21.08 84 OUTFALL 1 9.36 CFS 14.26 CFS 30.35 CFS LEGEND j POINT OF OUTFALL ANALYSIS � � mmmi DRAINAGE AREA BOUNDARY a SOILS MAP DATA OVERLAND FLOW -� SHALLOW CONCENTRATED FLOW MAP SYMBOL CHANNELIZED FLOW � � mmmi DRAINAGE AREA BOUNDARY a SOILS MAP DATA HYDROLOGIC MAP SYMBOL SOIL DESCRIPTION SOIL GROUP 3B BLAIRTON SILT LOAM, 2 TO 7 PERCENT SLOPES C/D 9B CLEARBROOK CHANNERY SILT LOAM, 2 TO 7 PERCENT SLOPES C/D 41C WIKERT-BERKS CHANNERY SILT LOAMS, 8 TO 15 PERCENT D SLOPES NOTE: i 1. THE SCS TR -55 METHOD WAS USED TO DETERMINE THE DISCHARGE RATES FOR THE VARIOUS DESIGN STORMS. 60 0 60 120 SCALE: 1"=60' FEET DRAINAGE AREA MAP - PROPOSED r Lic. No. 061939 SIONA L WINCHESTER REGIONAL AIRPORT WINCHESTER, VIRGINIA DELTA AIRPORT EXHIBIT CONSULTANTS, INC. Digitally signed by Tyler L d e I t a a i r p o r t. c o m D Bailey Date: 2020.06.23 DRAWN BY: MJH SCALE: 1" - 60' 16:09:38-04'00' CHECKED BY: TJS/TLB I DATE: JUNE 2020 705 704 703 702 701 700 nw• 704 703 702 701 700 M.• 703 702 701 700 697 J M,191 0) LU U Z Q J 0- 0 U LU 75 0 rn ,1-w 00 Q C7 - z_ . . §U_ Qw ox 1 1 PRE POST CROSS SECTION 1 SLOPE = 2.00% ± NTS 1 / \ _ _ -/PRE 7POST CROSS SECTION 2 SLOPE = 1.17% ± NTS CROSS SECTION 3 SLOPE = 0.68% ± NTS 705 704 703 702 701 700 704 703 702 701 700 703 702 701 10 697 PRE VS. POST RECEIVING CHANNEL DATA DATA RESULT C Soils PRE POST TOTAL CONTRIBUTING DRAINAGE AREA = 21.08 AC 21.08 AC COMPUTED COMPOSITE CN VALUE = 84.41 84.15 TIME OF CONCENTRATION = 29 MINUTES 29 MINUTES 0.00 0.00 1.89 1 -YEAR PEAK RUNOFF = 10.48 CFS 9.36 CFS 2 -YEAR PEAK RUNOFF = 14.47 CFS 14.26 CFS 10 -YEAR PEAK RUNOFF = 30.59 CFS 30.35 CFS 25 -- 6.36 CROSS SECTION ONE 2 -YEAR VELOCITY = 4.15 FPS 4.12 FPS 10 -YEAR FLOW DEPTH = 1.25 FT 1.23 FT CROSS SECTION TWO 2 -YEAR VELOCITY = 3.31 FPS 3.28 FPS 10 -YEAR FLOW DEPTH = 1.31 FT 1.30 FT CROSS SECTION THREE 2 -YEAR VELOCITY = 2.63 FPS 2.61 FPS 10 -YEAR FLOW DEPTH = 1.40 FT 1.38 FT Virginia Runoff Rod udon Method Worksheet DEQ, Virginia Runoff Reduction Method Re -Development Compliance Spreadsheet - Version 3.0 EMP Design Speci}icotions list: 2013 Draft Stds & Specs Site Summary Project Title: CONSTRUCT NEW TERMINAL BUILDING SITE WORK Date: November 2019 Total Rainfall (in): d3 Total Disturbed Acreage: 6 85 Site Land Cover Summary Pre-ReDeveloDmentLand Cover facresl Post-ReDevelooment Land Cover (acresl R soils B Soils C Soils D soils Totals % of Total Forest/Open (acres) 0.04 1 0.00 0.00 0.00 0.00 0 Managed Turf (acres) 0.00 0.00 1.89 3.07 4.96 75 Impervious Cover (acres) 0.00 0.00 0.74 0.95 1.69 25 -- 6.36 CFS Final Developed Outfall Peak Runoff = 6:65 100 Post-ReDevelooment Land Cover (acresl Site Tv and Land Lover Nutrient Leads A soils B Soils C Soils D Soils Totals % of Total Forest/open (acres) 0.00 0.00 0.00 0.00 0x00 0 Managed Turf (acres) 0.00 0-QO 2-15 2.98 5.13 77 Impervious Cover {acres] 0.00 0-00 GAB 1.04 L52 23 -- 6.36 CFS Final Developed Outfall Peak Runoff = 6.65 100 Site Tv and Land Lover Nutrient Leads Total TP Load Reduction Required (Ib/yr) 0.98 0-99 Q Final Post -Development Past- Post- Adjusted Pre - 4550 (Post-ReDevelopment ReDevelopment Development ReDevelopment Remaining TP Load Reduction (16/yr) & New Impervious) 0.96 {New Impervious) 0.91 Site Rv 0.40 0.40 6.65 0.42 Treatment Volume (ft') 9.663 9,663 10,123 TP Load (Ib/yr) 6-0: 6.07 -- 6.36 Total TP Load Reduction Required (Ib/yr) 0.98 0-99 Q Pre Pre- Final Post -Development Load (Post-ReOevelopment & New Impervious) Pre- ReDevelopment TN Load (Ib/yr 43.43 4550 Pre Pre- Final Post -Development. Post -Re Development TP ReDevelopment TP Load per acre Load per acre TP Load per acre (lb/acre/yr) (Ib/acre/yr) Ib acre r Remaining TP Load Reduction (16/yr) 6.97 0.96 0.91 0.91 -------------------------------------------------------------------------------------------------------------------------------------------------- Site Compliance Summary Maximum % Reduction Required Below 2[7� Pre, ReDevelopment Load Total Runoff Volume Reduction (ft) 0 Total TP Load Reduction Achieved (I6/yr) 0.00 Total TN Load Reduction Achieved (16/yr) 0.00 Remaining Post Development TP Load 6.07 (Ib/yr) 1.05 Remaining TP Load Reduction (16/yr) 6.97 Required Gr.9:s CHANNEL PROTECTION TERMINAL SITE WORK ENGINEER: TLB OUTFALL #1 17046 DATE: 11x`5/19 DEQ EBM 1.1 - V1.1 Energy Balance Method is pro -rated for DISTURBANCE AREA only. Existing and final conditions include only onsite areas. Outfall results includes peak runoff for onsite and offsite drainage at outfall. Equation 11.5 Q" = (P - 0.2S) z / (P + 0.8S) Equation 11.6 S = 1000 / Ch1- 10 Existing Conditions - Limits of Disturbance Only A soils B Soils C Soils D Soils - - Totals Open Space 0.00 Managed Turf 1.89 3.07 4.96 Impervious 0.74 0.95 1.69 P (IN) CN S (IN) Q (IN) DA (AC) Rv (AC -IN) 2.5 82.86917293 2.07 1.05 6.65 6.97 Time of Concentration = 28.00 Minutes TR -55 1 year q -pre = 5.82 CFS Final Conditions - Limits of Disturbance Only A soils B Soils C Soils D Soils Totals Open Space 0.00 Managed Turf 2.15 2.98 5.13 Impervious 01.48 1.04 1.52 Determine Peak Runoff Reduction Required q -post = IF x (q -pre x Rv-pre) / Rv-past Onsite q -pre = 5.82 CFS Onsite Rv pre = 6.97 P CN S Q DA Rv IN (1N) (IN (AC) (AC -IN 2.5 82.17443609 2.17 1.01 6.65 6.70 Determine Peak Runoff Reduction Required q -post = IF x (q -pre x Rv-pre) / Rv-past Onsite q -pre = 5.82 CFS Onsite Rv pre = 6.97 AC -IN Onsite Rv post = 6.70 AC -IN Improvement Factor = 0.8 Onsite q -post required = 4.84 CFS Required q reduction = 0.98 CFS Outfall Results - Total Contributing Area to Outfall Existing Outfall Peak Runoff = CFS 18.71 Developed Outfall Peak Runoff Required 4 17.73 CFS Final Developed Outfall Peak Runoff = CFS PASS 17.37 17046 VA Energy Balance 1/1 STORMWATER MANAGEMENT PRACTICES HAVE BEEN DESIGNED TO COMPLY WITH VIRGINIA STORMWATER REGULATIONS AS DETAILED BELOW. STORMWATER QUANTITY CHANNEL PROTECTION HAS BEEN ADDRESSED BY REDUCING THE POST -DEVELOPMENT PEAK FLOW RATE FROM THE TWO-YEAR 24-HOUR STORM EVENT BELOW THAT OF THE PRE -DEVELOPMENT CONDITIONS. (9VAC25-870-66 WATER QUANTITY: SECTION B.1.b) FLOOD PROTECTION HAS BEEN ADDRESSED BY REDUCING THE POST -DEVELOPMENT PEAK FLOW RATE FROM THE TEN-YEAR 24-HOUR STORM EVENT 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 BY REDUCING THE PEAK DEVELOPMENT RUNOFF VELOCITY FROM THE TWO-YEAR 24-HOUR STORM AND VERIFYING THE CHANNEL CONTAINS THE FLOW DEPTH OF THE 10 -YEAR 24-HOUR STORM. (9VAC25-840-40 MINIMUM STANDARDS: MS -19) STORMWATER QUALITY COMPLIANCE WITH VSMP STORMWATER QUALITY HAS BEEN ADDRESSED USING THE VIRGINIA RUNOFF REDUCTION METHOD, RESULTING IN A TOTAL PHOSPHORUS LOAD REDUCTION REQUIREMENT OF 1.01 LB/YR. TO SATISFY THIS REDUCTION REQUIREMENT, THE NONPOINT NUTRIENT CREDIT OFFSET PROGRAM IS TO BE UTILIZED TO PURCHASE CREDITS. NUTRIENT BANKS WITHIN THE 'CROSS JUNCTION' WATERSHED (HUC CODE 02070004) HAVE BEEN CONTACTED TO CONFIRM AVAILABILITY OF CREDITS AND BUDGET FOR PURCHASING. DUE TO THE FUNDING FOR THIS PROJECT CONSTRUCTION, NUTRIENT CREDITS ARE TO BE PURCHASED IN THE INITIAL PHASES OF CONSTRUCTION PERMITTING. (9VAC25-870-69 WATER QUALITY) O�F� GE �WY wyT eorl�' No. 0613 SS�w Digitally signed Bailey INAL Date: 2020.06.23 16:10:16-04'00'