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HomeMy WebLinkAbout18-17 Site PlanGENERALNOTES 1. The property delineated on this plan is located along Airport Road within the limits of the Winchester Regional Airport. The site is a lease area containing approximately 1.25 acres. It currently has an existing hanger located on it. The developer proposes to construct an 842 sf office and lounge area along with a 1,325 sf addition for a new hangar door to the existing hanger. 2. Property Owner: Contact: Ms. Serena Manuel Winchester Regional Airport 491 Airport Road Winchester, Virginia 22602 Telephone: (540) 662-5786 3. Property Developer: Lantz Construction Company 539 South Main Street Broadway, Virginia 22815 Contact: Mr. Chris Weaver Telephone: (540) 896-8911 4. Engineer/Landscape Architect: Contact: Mr. John Lewis PAINTER–LENS, P.L.C. 817 Cedar Creek Grade, Suite 120 Winchester, Virginia 22601 Telephone: (540) 662-5792 5. Topographic and boundary information shown on these plans was provided by Painter–Lewis, P.L.C. (540) 662-5792. 6. Site Data: Previous Approvals: 02-80, 20-84, 23-84, 25-84, 05-86, 50-87, 03-89, 08-91, No 05-92, 36-94, 04-95, 36-96, 04-00, 10-06, 41-06, 01-11, 07-13, No 16-13 exists on this site. Sink Holes– Parcel Area: 229.05 Acres have been identified on this site. Steep Slopes– Lease Area: 1.258 Acres I II III ti P.I.N: 064–A-79 1I�1�I CONCRETE MONUMENT FOUND Zoning: RA (Rural Areas) CMP I Magisterial District: Shawnee 1 I Existing Use: Hangar f f / DOWNSPOUT Proposed Use: Office/Hangar EOG EX. Front Yard Setback (R.O.W.): Required– 60' Provided– 90'+ Rear Yard Setback: Required– 50' Provided– 1700'+ Side Yard Setback: Required– 50' Provided– 130'+ Maximum Building Height: Allowed– 35' Proposed– 30' New Impervious Area: 1350 sf new impervious Total Building Footprint Area= 13,286 sf t 7. Parking Space Requirements: No additional parking is required for the hanger space. TOTAL SPACES PROVIDED: 11 (Including (1) van HC accessible) Loading Space: Required– (1) space for 30,000sf-100,000sf of Office Space None Required (14,230 sf proposed) 8. Handicap Accessibility. HC parking spaces shall have a maximum slope of 1:50. 9. Landscaping, Buffers, and Screening: Per the Winchester Regional Airport Authority no landscaping will be permitted on the airport property. 10. Lighting: Exterior lighting will consist of wall mounted lights. Glare from outdoor lighting will be shielded from adjoining properties and rights–of–way. (Section #165-201.07) 11. Trash Receptacles: There will be no exterior trash receptacles on this site. A!1 trash will be removed by the owner/tenant. If in the future a dumpster should be located on this site it shall be located in conformance with the requirements listed in the Frederick County Zoning Ordinance to include a concrete pad and screening. 12. Signs: All signs proposed for this development shall conform to section 165-30 of the Frederick eder ck County Zoning Ordinance. 13. All of the storm water runoff generated by this development will be directed to flow into the existing storm sewer systems where it will then be collected in the existing storm water management pond located on the airport property which was previously designed to account for the development of this property. 14. Environmental Features: / r Wetlands– No wetlands have been identified on this site. Flood plain– No Floodplain exists on this site. Sink Holes– No sink holes have been identified on this site. Steep Slopes– No undisturbed steep slopes have been identified on this site. 15. All proposed utilities will be installed underground 16. Water service is currently available on site and will be rerouted as indicated on plans. Sanitary sewer disposal shall be by means of relocated pump and haul septic storage tank. NOTE: The hangar must be marked, lit in accordance with AC 70/7460-1 meaning an obstruction light - FAA Spec L-810. OKV Prefers a double light unit as a back up when one of the bulbs burns out. These are mounted at the peak of the building, generally in the front so that the unit can be serviced easily and is visible from the ground to make sure it is lit. The mount easily by any electrician using Rigid galvanized conduit. SORMWATER MANAGEMENTNARRA�EMANAGEMENTNARRA�E THE DEVELOPMENT PROPOSED WITH THIS SITE PLAN IS LOCATED WITHIN THE WINCHESTER REGIONAL AIRPORT UNITES. THE DRAINAGE PATTERNS WILL NOT BE CHANGED DUE TO THIS CONSTRUCTION. THE SITE CURRENTLY DRAINS TO EXISTING STORM SEWER STRUCTURES AND DITCHES WHICH TRANSPORT THE WATER DOWNSTREAM TO THE EXISTING SWM POND THAT WAS DESIGNED FOR THE ULTIMATE BUILD OUT OF THE AIRPORT PROPERTY. THIS PROPOSED DEVELOPMENT IS PART OF THE ULTIMATE BUILD OUT PLAN. THEREFORE, NO STORMWATER DETENTION IS REQUIRED FOR THIS PROJECT. RESPONSIBLE LAND DISTURBER CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION & MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS. WATER SERVICE Frederick County Sanitation Authority P.O. Box 1877 Winchester, VA 22604 540-868-1061 SANITARY SEWER SERVICE Virginia Department of Health 107 N. Kent Street, Suite 201 Winchester, VA 22601 540-722-3480 WALLEY PH07E N% �NCO PROPOSED A RCRAFT HANGAR ADD T OHS NATURAL GAS Shenandoah Gas 350 Hillandale Lane Winchester, VA 22602 540-868-7911 ELECTRIC SERVICE Allegheny Power 3463 Valley Pike Winchester, VA 22602 540-722-5830 BUILDING INSPECTIONS TELEPHONE SERVICE Frederick County Inspections Department Verizon 107 N. Kent Street 404 Hillandale Lane Winchester, VA 22601 Winchester, VA 22602 540-665-5656 540-665-3156 EROSION AND SEDIMENT CONTROL Frederick County Public Works Department 107 N. Kent Street Winchester, VA 22601 540-665-5643 619 AIRPORT ROAD SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA FREDERICK COUNTY, VIRGINIA 1 1 I / r 1 I i 1 1 I Cll OWNER: ROYAL UNITED I .^7t �; PROPERTIES LC BP 6 L TAX MAP: 64F-1-9 1 q� ZONED:VT. 1.19 ACRES BOUNDARY 0 I II III ti A 1 1I�1�I CONCRETE MONUMENT FOUND CPP a mp CMP I ppTv� r �-i =---- 1 I 0 1 f f / DOWNSPOUT AVIATION DRIVE EDGE OF PAVEMENT EOG EX. Ex. EXISTING F.F. 1 I FINISHED FLOOR ELEVATION FDC gig FG I )" FIRE HYDRANT I \` 11'I 1 Aircraft Hangar GAUGE 1 1 I FF= 708.27 I I OWNER: VICTORIA L. HENZEL 1 I TAX MAP: 64F-1-1 1 I I ZONED: M1 HER. HEATER 2.2 ACRES INCREASER 1 1 1 I / r 1 I i z REGIONAL AIRPORT 1 o A r 1 BP ZONED: RA BSBD. I r r APPROXIMATE I;AOS BOUNDARY LINE I II III ti A 1 1I�1�I CONCRETE MONUMENT FOUND CPP a mp CMP I ppTv� r �-i =---- 1 I DIA. 1 f f / DOWNSPOUT I ASSEMBLY OWNER: WINCHESTER I r BILK. REGIONAL AIRPORT 1 I BOTTOM OF CURB TAX MAP: 064-A-79 1 BP ZONED: RA BSBD. I r r APPROXIMATE � BOUNDARY LINE I II CAST IN PLACE CONCRETE CL 1 I -- ----------- CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP r --- �-i =---- CO CLEAN OUT DIA. DIAMETER DS DOWNSPOUT EDP EDGE OF PAVEMENT EOG EDGE OF GRAVEL Ex. EXISTING F.F. FIRST FLOOR I,I FINISHED FLOOR ELEVATION FDC gig FG I )" FIRE HYDRANT Ex- Steel Frame FIRE LANE SIGN 11'I FLOOD LIGHT Aircraft Hangar GAUGE GM GAS METER FF= 708.27 GAS VALVE or GATE VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HER. PROPOSED NEW HANGAR DOOR • STRUCTURE 1"=60' FEE AREA 3 = 842 SF OFFICES, LOUNGE & GALLEY PRE AREA 2 = 578 SF RESTROOMS & MAINTENANCE / STORAGE 1 HOUR RATED FIRE BARRIER WAILS TO SEPARATE ANCILLARY USES FROM AIRCRAFT STORAGE & SERVICING FIRE AREA 1 = 11,866 SF AIRCRAFT STORAGE & SERVICING Fire Separation Diagram –�, jIPROPOSED MAINTENANCE PROPOSED RESTROOMS PROPOSED OFFICE & �T LOUNGE AREA ADDITION LEASE LINE PROPOSED PAVEMENT EXPANSION ABBREVIATIONS ASSY. ASSEMBLY B.F. BASEMENT FLOOR BILK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG -2 VDOT CURB CG -6 VDOT CURB & GUTTER CIP CAST IN PLACE CONCRETE CL CLASS CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER DS DOWNSPOUT EDP EDGE OF PAVEMENT EOG EDGE OF GRAVEL Ex. EXISTING F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F, L.S. FIRE LANE SIGN F.LT. FLOOD LIGHT Ga. GAUGE GM GAS METER GV GAS VALVE or GATE VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HER. HEATER INC INCREASER INV INVERT IPF IRON PIPE FOUND IPS IRON PIPE SET LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI -PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NLT NO LEFT TURN NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC CHIT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PR. PROPOSED PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE R.D. ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY SEW. SEWER STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED or PROTECTED TB or TIEL THRUST BLOCK TC TOP OF CURB TEL TELEPHONE TRB TELEPHONE RISER BOX NRB TELEVISION RISER BOX TP or TYP. TYPICAL LICE UNDERGROUND ELECTRIC LOG UNDERGROUND GAS UG CAN UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS IN FEET *00.00 PROPOSED SPOT ELEVATION x(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1/2" PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). LIST OF DRAWINGS: SHEET 1/2: COVER SHEET SHEET 2/2: SITE PLAN SITE PLAN APPROVAL NAME MR DATE $f L I I D SITE PLAN NUMBER /8-0 �ti� Z,4VL / ?- 'ZONING ADMINISTRATOR DATE APPROVED FREDERICK COUNTY, VIRGINIA )HN C. /4E)NISr> VALLEY InF OMMS, MC. PROPOSED AMCHAFT HAN(MAR aDD05�00�1� QO# Is -in 619 AIRPORT ROAD SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA PAINTER-LEWIS, P.L.C. 817 Cedar Creek Grade, Suite #120 Winchester, Virginia 22601 Telephone (540) 662-5792 Facsimile (540) 662-5793 Email: office®painterlewis.com JOB NO.: 1701026 SHEET: March 31, 2017 •I /� Latest Revision: April 27, 2017 OWNER: VICTORIAEI TAX MAP: 64F- 1 ZONED: M1 2.2 ACR .00AnOY OF 1210 WA1ER MAIN 1 1 � 1 1 / 20 0 20 60 I / CURVE ARC LENGTH RADIUS IDELTA ANGLE IEHORD BEARING ICHORD LENGTH C1 jilO3.10 725.00' 18-08-5Y IN 56.1036" W 103.02' Scale 1" = 20 ft 1 ' II OWNER: WINCHESTER REGIONAL AIRPORT 1 APPROXLOCA PON OF TAX MAP: 064—A-79 EXISRNG 670 SWITARY u SE11£R FORCE MAIN EX. Grate _ ZONED: RA 1 II Appx. Location- 2" PVC (Above Grate) 706.84 I I II Appy. Location- 6' PVC Inv In= 7055J EX. Grate - Top= 704.20 I W 7 Appy. Location- 6' PVC Inv In= 705.86 5' RCP Inv !n= 701.78 }� I� I Appx. Location- 8' PVC Inv Oiut= 705.62 15' RCP Inv Out= 701.67 Appx cation , 1 Ex Gas Line — — — —. — — — — — — — — — — — — Ex.Im h P NEW PAVEMENT II w i, Cable & MATCH EX. AISLE Aapx. Location 11 Appx Location II Ex. Asphalt l` E' W d-- line , - Ex_ Elea TIE IN TO EX. Ex Asphalt Et Gbs Line - AP➢x. Locatim �a . k -_-{ge/d�exifj,.- .--. 9--.__.--._� _ FiNO-Yeasty i Location 8' PVC STORM Ex Watar Line - _ _ - Ex 1' PVC ¢ N I.T W" Z 6197.87' Lmctlan TT �%7%luaRonnY._ ApOx oc � X08 - - �-r /ly _ Ex. 6 r. Roof Omn &. CLF / E i Ii -------- Ex. e'PVC_ "I (EPPROX ' I Appx. Location PROPOSED MAINTENANCE f CONCRETE CURB I i '' I Ex. Roof Drain h STOP (TYP.) i .r f AREA: FF=708.27 APPx. Location O "p I Ex. Gas Meter 3 BOLLARDS INSTALL NEW 1" WATER' M ( ) NEW CON[. SAN. Ex. cos vawe _ __LIFJE FR©M IMETER,'f0/ N Ex 6' PW SEWER HOLDING BLDG. FIELD FIT AS .'F2EQ'D I 'Mw` Lx TANK - x. WM , II PROPOSED RESTROOMS: II I II Appx Lomtiao� �� �, FF=708.60 14.67' 24' 18' Ex Water Line I� , i II (TO BE ABANDONED) PROPOSED OFFICE & Ex. Asphalt II Appx Locnbar II LOUNGE AREA ADDITION: Ex. Gas Una - 1 Ex. Roof Dram FF=708.60 Feld Verify fn Roof Drain 842 SF W 10 Locate,Ex. Utilities 1619 I f i' TURNDOWN CURB . I Ex, cont. I On cant. Pod Ex. Steel Frame cp � 1 - Chambers IL; a/eaiards Aircraft Hangar EX. DOWNSPOUT SIDEWALK -SLOPE III (TO BE ABANDONED FF= 708.77 TO DRAIN TO AWAY FROM BLDG, PER VDH REGS) '',',� 1 1 I Ht. = 30't NEW ROOF p TC=708.5± SLOPE SIDEWALK l�Ik , MATCH PVMT. �I 0 I IW Appx. LoOorron '\ '`, t �. SECTION OF EX. GRADE®<5% Ex. Gas Lme 'I y DRAIN TO BE ABANDONED oG 0 PROPOSED NEW HANGAR � DOOR STRUCTURE Ex. Roo/Drain Ex. Roof Droln I I I Misc. OtPities yu Ex. eaioro & Fu61 Storage Tank I 1 325 SF O Ex Concrete (2) BOLLARDS I�q I, IO I � � � �-- ,PROPOSED CONCRETE Ex. �I .li t; i o "APRON -MATCH EX s o ,�1 Ex'Fuel Pumps " Ex {NMI `, I 1 l 1 I � • -� ... � ;10 II 11 Ex EP 6 B 4.5' 1 &. fimrard { rx. Asphalt I� C Ex. Asphalt i \ APPiROX LOCA TI%N OF I EA757RNG SANITARY SEYFRI 0 p Ex FORCE MAIN LA IERAL T \ EXTEND PAVEMENT AS SHOWN WITH HEAVY PVMT SECTION -MINIMUM 20' APPROX LEASE UNE ' \\ \ \e OFF EX. EDP - - a 77 77— p 9I.9'89'6M' / 6888!' 0.375" x 6"0 CONC.-FILLED \\ 1\ a STEEL PIPE PAINT RED \ VAN ACCESSIBLE SIGN --\ \\ 1 \ --END OF STALL —FINISHED GRADE 1 1 "0 DOWELL EX. Grate - Top= 704.43 Appx Location- 8' PVC Inv In= 702.03 15' RLP Inv Out= 701.98 I Appx. Location £x. Gas Meter I I App,. Hydrant fx. NLocati J I , U II I 0W O I�KTI� NEW EDGE OFPAVEMENT 1 TO .I I I II I 'k NEW 8"0 SDR -53 PVC ROOF I�DRAIN MANIFOLD -FIELD FIT PROVIDE CONNECTIONS FOR ROOF DOWNSPOUTS AS REQ'D - EXTEND PAVEMENT AS SHOWN WITH LIGHT PVMT SECTION -OVERLAY EXISITNG ASPHALT WITH MINIMIUM OF °j 1" -SM -12.5A ASPHALT LIMITS OF ASPHALT OVERLAY FINAL GRADE \\ STRIPE OR CURBING DETECTABLE EARLY _ WARNING TAPE a ---WHITE PAVEMENT MARKING, r' r rn 4" WIDTH, LENGTH AS Z - 18" DIA. CONCRETE(3000 PSI) _ SHOWN ON PLANS. \\ a WHITE SYMBOL PER ADA w ON SOLID BLUE BACKGROUND BOLLARD DETAIL NOT TO SCALE 0 - 12" —I 14" MAX. 1"0 DOWELL HOLE 6'-0" FRONT VIEW -PROP. 6' CAR STOP CONTINUOUS 4" #4 REBAR EX. PAVEMENT STRUCTURE a 5/8"0x18" STEEL DOWELL END VIEW PRE—CAST WHEEL STOP DETAIL NOT TO SCALE NEW BUILDING 5'-0" _ OR AS SHOWN e I 8" TURNDOWN J 4" CRUSHED STONE Z (3000 PSI) 4" CONC 6x6xW1.4xW1.4 WWF (1.5 Min. CLEAR) g TURNDOWN SIDEWALK DETAIL W NOT TO SCALE N CONCRETE ACCESS RISER & LID FINISHED ELEVATION TO BE PAVEMENT SECTION AS SHOWN ON THE SITE PLAN -PROVIDE POSITIVE DRAINAGEA AWAY FROM ACCESS RISER. THINVERT ELVATO BE OF A MINIMUM OF 3' BELOW FINISHED FLOOR ELEVATION STANDARD 4" INLET TEE OR BAFFLE 1500 GALLON MINIMUM HOLDING TANK DETAIL NOT TO SCALE NOTE: PROVIDE A MINIMUM OF 1500 GALLONS IN CONCRETE TANK(S) BY WINCHESTER BUILDING SUPPLY (OR EQUAL). TANK SHOULD BE RATED FOR H2O LOADING. FIELD FIT AS REQUIRED. COORDINATE WITH MEP. N PER PIANS aj Z C-) d P1,RH OF > Q 00 Z_ o Z W Q� D 0Qa0 RESERVED Of d Q U f. TZ X [}a W J 0 W d LL_ a LN ;7'7777 7 COMPACTED � I N 3 N 0 � COMPACTED ---4:1— I c. No. 216215 N NOTE: 6X6 W4.0 X W4.0 WELDED WIRE FABRIC 7" 3500 PSI CONCRETE 6" COMPACTED VDOT 21-A STONE SUBGRADE CONCRETE PAVEMENT SECTION NOT TO SCALE NOTE: CONCRETE PAVEMENT SECTION IS TO BE APPLIED TO THE AREA DIRECTLY IN FRONT OF THE HANGER DOORS AS SHOWN ON THE SITE PLAN- HEAVY LIGHT t: Z C-) �f P1,RH OF > Q 00 Z_ o Z W Q� D 0Qa0 RESERVED Of y Q U f. TZ X [}a W J 0 W o LL_ a a WHITE PAVEMENT MARKING" SELECT BACKFILL Jp P1,RH OF 4" WIDTH, 2' CC; 45' ANGLE `\lU1 6" BM -25 a� RESERVED RESERVED . EO N w n 14" 21 A 6" -.: U LN COMPACTED � I N 3 N 0 � COMPACTED ---4:1— I c. No. 216215 N NOTE: W O '0 11 ACCESSIBLE ° U ALL CONSTRUCTION SHALL CONFORM TO ADA ii N v 4 t E W ofC_',n- .avr aa>-� +. nao-eoo TUBING WATER LINE O U W U w 'Q E 10"`"`""'°" U 3 r LIGHT PAVEMENT SECTION IS TO BE APPLIED TO THE PROPOSED PARKING Zh SURVEY: C.I.: TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL STALLS AND ADJACENT TRAVEL AISLES WHERE REQUIRED TO ACHIEVE PLAN 11 SIGNS MAY BE PLACED ON BUILDINGS WITH a� SIGN DIMENSIONS. HEAVY PAVEMENT SECTION IS TO 8E APPLIED TO THE AIRPLANE CL 2' CONSENT FROM BUILDING INSPECTOR. SIGN a WHITE PAVEMENT MARKING" SELECT BACKFILL 3" SM -12.5D 2" SM-12.5A� P1,RH OF 4" WIDTH, 2' CC; 45' ANGLE `\lU1 6" BM -25 RESERVED RESERVED . PARKING PARKING 14" 21 A 6" -.: COMPACTED U J a 3 COMPACTED ---4:1— I c. No. 216215 N NOTE: �. I-IIG SUBGRADE SUBGRADE -III-III- 11 ACCESSIBLE ° SOA' ALL CONSTRUCTION SHALL CONFORM TO ADA STONE DUST W ^ 1 0 160 PSI, PE Ir,LI- - I \\ ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. .avr aa>-� +. nao-eoo TUBING WATER LINE NOTE: �S3rONALG PAINT: NO-REFLECTORIZED, ACRYLIC LATEX TYPE 442XX3^ 10'-"""'g` 10"`"`""'°" .°o LIGHT PAVEMENT SECTION IS TO BE APPLIED TO THE PROPOSED PARKING SURVEY: C.I.: TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL STALLS AND ADJACENT TRAVEL AISLES WHERE REQUIRED TO ACHIEVE PLAN 11 SIGNS MAY BE PLACED ON BUILDINGS WITH ACCESSIBLE SIGN DIMENSIONS. HEAVY PAVEMENT SECTION IS TO 8E APPLIED TO THE AIRPLANE P L 2' CONSENT FROM BUILDING INSPECTOR. SIGN TAXIWAYS AS REQUIRED TO REPAIR DISTURBED AREAS. HEAVY PAVEMENT SECTION II PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED NOTE: SIGNS TO BE MOUNTED TO 3 3" BASED ON CBR VALUES OF 6 (SUBGRADE) AND 20 (SUBBASE) WITH AN DRAWN BY: p_L JOB NO.: 1701026 LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA. BUILDING IN FRONT OF SPACE. AIRCRAFT MAXIMUM TAKEOFF WEIGHT OF 91,000 LBS AND LESS THAN 1,200 II ANNUAL DEPARTURES. SCALE: DATE: PARKING LOT STRIPING DETAIL HANDICAP SIGN DETAIL WATERLINE INSTALLATION DETAIL ON—SITE PAVEMENT DETAILS 1"-20' 03/31/17 II NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE SHEEP: 2/2