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HomeMy WebLinkAbout11-00 Wilson Properties, L.L.C. - Parcels A & B - Shawnee - Backfile (2).� 4" In ABBREVIATIONS ASSY. ASSEMBLY BF BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURD BML BUILDING MOUNTED LIGHT BSBD. BASEBOARD C#,G CURB I GUTTER CIP CAST IN PLACE CONCRETE CVF CONCRETE M12MUMENT FOUND CPP CORRUGATED POLYETHYLENE, PIPE CMP CORRUGATED METAL PIPE CMPA CITRRUGATED METAL PIPE ARCH( CO GLEAM OUT DIA. DIAMETER MIS DUVNSPCUT E UP EDGE OF �P�AVEMENT E F' Nt � F'B_ R ELEVATIErW F'DC FIRE 2EPIAR7VENT CEMIXECTIOM FG fACE III GUTTER FN FIRE HYI ANT F ,L.S.. FIRE LANE S.IIGW GO GAUGE GPI GAS METER GV Lp ��Sqq��,,,VALVE � p +RCR ftTDrIL tzm� ti HB h1DID CVR_S 61, FIAMSR CURB l RP HI.GM PTINT I Hip KEATER IF-F IREN PIPE F&IUND IPS IITCM PIPE SET INV 1WrVCRT LP LOV POINT LT. LKt�i7 MI.P METAL LIGHT POLE t<app MULTIPRODUCT DISPENSER' S PAIL BUX }i iA*412LE MSP METAL SIGN POST NIPC XnSE DOWN CURB N.P.S. N-D PARKING SIGN MR NO FIGHT TURN N'T S NOT TO SCALE ONCE OVERHEAD ELECTRIC G H T OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE R D R013F ,BRAIN RED. REDUCER R.D. ROCK OUTCROP SAN. SANITARY STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED TB THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP TYPICAL UGE UNDERGROUND ELECTRIC XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WSP WOOD SIGN POST WTP WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS IN FEET x00.00 PROPOSED SPOT ELEVATION! x(00.00) EXISTING SPOT ELEVATION A FCSA CONSTRUCTION NOTES 1. Water and sever Hines are to be constructed in accordance with these plans. The lines shall Qdditionatly meet a41 requirements of the Frederick County Sanitation Authority. 2, The contractor shall coordinate with, and arrange For inspection by, the Authority. 3. Exact locations of water and sewer services on new Lines are to be coordinated with the Authority's inspector. 4. The Sanitation Authority maintenance department is responsible for the Installation of water meters. Before a permanent meter is set, they requires I)the Frame and cover to be property aligned with its meter box and yoke load 2)the frame and cover to be set to the final grade of the toti 3)the distance between the top_ of the coveir and the yoke tear be between 18 and 21 inches) 4)all components of the meter box assembly to be In proper working order. IT IS THE DEVELOPER'S/ CONTRACTOR'S RESPONSIBILITY TO HAVE THE DIETER BOX ASSEMBLY INSTALLED CORRECTLY. 5, For water and sewer services that connecct to existing tines) A. The location of the service lateral Is to we coordinated with the Authority's engineering assistant. An application for service must be made and fees paid before work wilt begin. B. The Authority shalt furnish and install oil 5/8°, 3/4°, and V voter services. C, For 11/2° and 2° water services, the Autihority shalt mare the top and bring the piping to the property line, The contractor is to furnish and install the Meter vault assembly. The Authority will instotl the meter. D. The Authority will install oil sever taterols� 6. When an existing water main is topped for the Installation of a new linen A. The Authority shalt furnish oil tabor anal materials to make the tap, B. The developer/contractor must, (1) make o1ppticotion for the top, C pa f t of hdeposit (before work begins )I (3) mark the location o the tapi (4) make final payment when the work Is completed. @teOB, l� 7. The contractor shall tie-in a new ling to can existing manhole ,by core drilling the manhole. 8. Any water service line must have a double check valve or RPZ back flow prevention assembly, as requir ed, installed. The assembly shalt meet ASSE standard NO. 1015 or 1013, A remote readout is required. 9. Ail fire tines shot( have a detector double check valve back flow prevention assembly or a RPZ back flow prevention assembly as required. The assembly shall meet ASSE standard NO. 1048 or 1047, A remote realalout Is required. G;rWILSON PROPERTIES.11101 L@,LsC,o A 1K . M Awa NM . T'"E" Am" -IRPutit. 0"'LA RE"ISIAO&N S1 E F NV U now 0*00111111k 6000 a mm a M all AM D ER-1111C7% UENETY VIR'040' ml 1. The properties delineated on this pion are ilocoted on Airport Rood, in the Shawnee Magisterial District in GENERAL NOTES r W I - co N the County of Frederick, Virginio. The developer of these properties pr poses to construct one building (approx. 1,0000) for office use on the land that is deemed PARCEL A: Construction will also con st of a separate development of two buildings (totaling opprox. 17,592sf) for office and warehouse use on the land that i deemed PARCEL B. The current use of parcel A is vacant. Parcel B is currently used for residential purposes. (The original Site Pion wIps approved on August 14, 2000 (Site Pion § 11-00). 2. PA e1 M A I PARCEL B Property Owner Contact: Mr. Roy Fod4 Property Owner Contact. Mr. Blaine UoIson Valley Concrete Wails. Inc. Wilson Properties, LLC 225 Ca!dw- e l Lane 3016 E. Shawnee Drive Vm-mhester, VA 22602 Telephone: 50---662-4266 Winchester, VA 22602 Telephone: 540-662-1903 3. Engineer/tcndscope Architect: Contact: Mr. John Leeds PA:MTi~ R-LE1 PS, P.L.C. 30.2 South Brcddcrk Street. Suite 203 vin-chester, Vi-SWU 22601 TUdeptcxe: (00) 662-5792 4. P'm;*Ay boundoay and tcpogmpt c informori 3n shown on these pins was token From available information. No field survey RE work wcs performed to confirm the existing. Lectures shown on the Site Pion, 5. Site Data. Parcel Area: Total= 3.45 acres Zoning: M-1 Use: Porcei A: P(Ng 64-A-39C: 1.4 acres Office Space Front Yard Setback: Required - 75' Provided - 82'+ Rear Yard Setback: Required - 25' Provided -165`+ Side Yard Setback: Required - 25° Provided - 36'+ Maximum Building Height: Allowed - 60' Proposed -12' Maximum FAR: Allowed - 1.0 Proposed Total Floor Area = 1-,000 sf = 0.0164 FAR Use: Parcel B- PiN�) 64-A-39: 2.05 acres V2 Office and Warehouse Space Front Yard Setback: Required - 75' Provided - 80'+ Rear Yard Setback: Required - 25' Provided -33'+ (proposed bldg.) Side Yard Swtbock: Required - 25' Provided - 3'+(existing bldg.).25.9'+(proposed bldg.) V Maximum 80itding Height: Allowed - 60' Proposed -32' Maximum FAR: Allowed - 1.0 Proposed Total Floor Area = 17.592 sf = 0.20 FAR (13,320sf= office space, 4,272sf= warehouse space) 6. Environmental Features: Parcel A and Parcel B Wetlands - Some wetlands indicator plants ohd soils hove been identified on the property. The areas of potential wetlands ore located near the proposed storm water management pond. The amount of contiguous Wetlands area is not V sighificant. Flood plains - No flood plain has been identified on the site. Sinkholes - No sinkholes hove been identifiel on this site. Steep Slopes - Steep slopes are defined by the Frederick County Code as slopes exceeding 15`�. The area of steep V slopes allowed by the code to be disturbed is 25%. No steep slopes have been identified on the site. Woodlands - Woodlands core generally defined by the Frederick County Code as including largely mature trees in groves greater than 1/4 ocre. Approximately 4.41 acres of mature woodlands hove been identified on the site. The proposed construction will disturb approximately 25% or 0.10 acres. V 7. Storm water management for Parcel A and Parcel B is addressed in o report by Painter -Lewis, P.L.C. titled "STORM WATER MANAGEMENT REPORT", WILSON PROPERTY AT THE AIRPORT, dated September 15, 1999. 8. Parking Space Requirements: Parcel A Property Line Setback: Required - 5 Prou',ded - 30'+ Right-of-way Setback: Required - 25' Pr4rvidcd - 30'+ Office space - 1,000 sf Required - 1 spice per 250 sf = 4 spaces Total spaces required = 4 Provided - 5 spaces including 1 ADA space Parcel B: i V Property Line Setback: Required - 5' Prov led - 9.5'+ Right-of-way Setback: Required - 25' Pre Aded - 25'+ Office .space - 13,320sf Required - 1 spice ,per 250 sf = 53.28 spaces req'd. (53 spaces provided) Warehouse space - 4,2729f Required - 1 sigce per employee (0 employees) (10 spaces provided) Total spaces required = 53.28 Provided - 63 spaces including 4 ADA space Loading Space Requirements: Required - 1 90oce per 40,000 sf = 0 spaces 9. Handicap Accessibility: Parcel A and Parcel d V9 HC porking spaces sholl have a maximum sbpe of 1:50, HC romps on the site shelf have detectable ,earning surface per ADAAG 4.7 and 4.29. HC romps off site shall be constructed per ", JOT standards. 10. ®offering Requirements: Parcel A and Parcel $ V1 The adjacent land to the north is the Airport Road right-of-way which requires no buffer. The adjacent land to the, west and south is zoned M1 which requires no buffer. The adjacent land to the east is zoned RA and is vacant which rewires no buffer, 11.Greenspace: V1 Parcel k required= 25% (60,984sf x .25)= 15,246sf provided= 86.759 or 52,879sf [pavement= 6,761 sf, sidewalks= 344sf, total building area= 1000sf] Parcel B: required= 25% (89298sf x .25)= 22,324sf provided= 26.67% or 23,9949f [,pavement= 29,253sf, sidewolks= 2,668sf, total bldg. area 19,059.12sf, grovel area= 14,324sf] V1 12. Signage: All signoge will conform to the standards in Section 165-30 of the Frederick County Zoning Ordinance. 13. Lighting: No outdoor lighting is proposed. V1 14. Trash Receptacles: No trash receptacles ore proposed. 15. Landscaping: None required in M-1 zoning VDOT SUBSEQUENT SPECIAL PROVISIONS 1. Ali patches ore to be replaced in accordance with the following regulations and as shown on Figure 1, 2. The permittee will be required to replace the surface and base of the roads included under this permit in accordance with the Roads and Bridge Specifications and this Special Provision. 3. Backfill material sholl include a minimum of ,four (4°) inches bedding materials (sand or ¢57 stone). The balance of the bockfill shell V1 be approved soil compacted to the bottom of subbase layer (Type 1, Size 21A or 21 B). The entire backf l shall be free from wood, decaying material, asphalt. concrete, ice, frost, large clods. stones and debris, 4. Sockfill material shall by compacted to a minimum of 952 of the theoretical maximum density at optimutM moisture content, as VI determined by VDOT testing procedures, use mechanical tamping throughout the depth of the trench in six (6 ) inch layers to insure that adequate support is provided for the subbose layer (Type 1, Size 21A or 218). 5. It shall be theoption f h i a the dent Engineer t r n r' w h o request and cure the bockfiBB compaction r I n r ri test results and/or o authorize ze on inspector s seta q/ ut fs m i r 40 on to the compaction. V1 6. Cuts in roads with Surface Course (SM) and Asphalt Concrete lose (SM) sholl be replaced with ten (10') inches of Type 1, Size 21A r r 0 1,Ba eat compacted1 r 2 ¢ 40 00 percent of he theoretical m x'm 9g gp tmaximum um density at optimum moisture. content covering the entire trench width in addition to bench of six (6") inches from all sides, this layer shall serve as subbase. An 'Asphalt Concrete base course (B M) of sex 6" inch minimum thickness ( ) u t a ess or match the existing base thickness, shall be placed over the subbase. A surface asphalt concrete <couroo of a minimum of 1.5 (SM) shall be placed on top of the base (BM) covering the trench width. The asphalt concrete surface course A h 1 II slightly - . shelf b s ht higher 1 1 4 than h h e g IY g (/8 / ) t a the existing surface to provide a smooth grade into the existing pavement surface. 7. Cuts in surface treated roads with aggregate base course shall be replaced with the some layers co roads -with asphalt base (8m) except the subbase lover (Type 1, Size 21A) is reduced to six (6p) inches and the (BM) Boyer to four (4') inches but still keeping a six. inch bench. The surface course shall be a surface treatment matching the existing surface. 8. The cut to be backfilled sholl be made as dry as practicable at the time of backfilling by pumping, boiling, .droining. or other approved dewater'rng methods. 9 AN cuts sides shall be trimmed to neat straight lines and a Lock coot shall be applied at a rate of 0.05 - 0.15 gotten per square yard of RC-250 pr CAE-2 before placing the plant mix. 10. Replacement of pavement sholl be from edge of pavement to edge of pavement except when individual cuts ore mode and not covering the entire width of the pavement. 11. Placement of all Asphalt Concrete and surface treated courses shall be rolled where possible with a unit 'hoving a manufacturer's rating of ten (10) tons, and rolled until the aggregate is keyed into the bitumen. Where rolling is not possible, a mechanical tamp will be used. In oil cuts stone is to be placed in the trench doily up to o maximum length of 500 feet, at which time the pavement shall be covered with a temporary or permanent asphalt patch. If conditions, the contractor shall provide and maintain a base course that is acceptable to the VDOT until such time as the appropriate pavement :patch con be applied and completion of the installation of the goo, sewer, and water lines, contractor shall restore pavement in the manner prescribed on the VOOT permit within (10) days, 12. Contractor will be responsible for any depression grater than 1/4" that occurs within three years of completion of patching. Correction shell consist of milling and replacing 1.5' of surfface course mix (SM). RESPONSIBLE, LAND MSTURBER NAME:- CERTIFICATION DATE: THE RESPOINSIBLt LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION & MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SE; FORTH IN THESE PLAINS. ViRGINIA DEPARTMENT OF TRANSPORTATION STA NTON DISTRICT GENERAL NOTE FOR ENTRANCE PLANS DO1 GENERAL NOTES: ALL. WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDE SPECIFICATIONS, AND STANDARDS, 'THE VIRGINIA EROSION A D SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS APPLICABLE, IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL. GOVERN. ALL CONSTRUCTI SHA L COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION, ARID VO'H RULES & REGULATIONS. 3. WHEN WORKING ON VD07 RIGHT OF WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE RRENT EDITiON OF THE VDOVS WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGER' MUSTBE CERTIFIED IN ACCORDANCE WITH VDOT'S JANUARY, 1994 tCTION R LATEST EDITION OF) ROAD & BRIDGE SPECIFICATIONS, 104.04-C. 4, DESIGN FEATURES RELAT NG TO CONSTRUCTION OR TO REGULATION, CONTROL A D SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. 5. PRIOR TO INITIATION OF RK, CONTRACTOR SHALL BE RESPONSIBLE FGR ACQUI NG ALL NECESSARY VOOT LAND USE PERMITS FOR ANY' 'vW ORK ON VDOT RiGHT OF WAY. 6. IF REQUIRED BY `SHE LO AL VDOT RESIDENCY OFFICE, A PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND M)OT PRIOR TO INITIATION OF WORK. V7. CONTRACTOR St�a <i'; ' 40T FY THE LOCAL VDOT RESIDENCY OFFICE WHEN V C3RI± IS, T BEGIN OR CEASE FOR ANY UNDETERMINED LF,'_%_,TH9 F TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTI E FOR ANY INSPECTION. >�. THE CONTRATOR3 °° rLL BE RESPONSIBLE FOR MAINTAINING ADEQUATE At<, ? TO T ` E PROJECT FROM THE ADJACENT PUBLIC ROAtDtVAY THROUGH CONSTRUCTION AND MAINTENANCE OF A CONSTRUCT"" ,,NTRAP CE IN ACCORDANCE WITH THE VIRGiNIA EROSION & SED MENT CONTROL HANDBOOK. SEC 3.02. FURTHERMORE, Ar";ESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHA,F L BE MAINTAINED THROUGH CONSTRUCTION. CONTRACTOR SMALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION. 0. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT RIGHT Or WAY ARE TO HAVE A MINIMUM 36" COVER AND, WHEN. POSSIBLE, TO BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES. _ 1. ANY ,UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE iMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER ARID VDOT. WORK SHALL C'EASa, IN T11AT VICIRNiTY UNTIL AN ADEQUATE DESIGN CAN BE DETERMi ED BY THE ENGINEER AND APPROVED BY VOOT. 2, ALL UNDERCUT AREAS AND BORROW MATERiAL SHALL BE INSPECTED AND APPROVED BY VDOT INSPECTOR PRIOR TO PLACEMENT OF FILL. 3. ALL ROADWAY FILL, SASE SUBSURFACE MATERIAL AND BACKFILL OF UTILITY/STORM SEWER TRENCHES SHALL BE COMPACTED IN 6!- VETS To 959 OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A. WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE FOR THE FULL WIDTHOF ANY DEDICATED STREET RIGHT-OF-WAY. AT THE DIRECTION OF VDOT INSPECTOR DENSITY TESTS PERFORMED BY A QUALIFIED INDEPENDENt AGENCY SHALL BE CONDUCTED AS REQUIRED IN T T N. THE 0 OAD AND BRIDGE SPECIFICATIONS. S A COPY OF ALL TESTS SHALL BE SUBMITTED TO VDOT PRIOR TO FINAL VOOT APPROVA . 4. VDOT 'STANDARD CD ARID UD URIDERDRAINS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND FURTHER WHERE DE7ERMINED NECESSARY 13Y VDOT INSPECTOR. 5. THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN ANY DEDICATED STREET RIGHT- OF -WAY SHALL MEET VDOT MINIMUM DESIGN STANDARDS AD IS THE DEVELOPER'S RESPONSIBILITY. 6. IF REQUIRED BY T TRESIDENCY FFI COPIES HE LOCAL VDO OFFICE. F VOI 4 T I ANY AT. O At,L I.�N CES FOR 4MA ERIALS 'YI H Bat N DEDICATED a STREET RIGHT-tDI:-WAY UST BE PROVIDED TO THE VDOT ,1 e PRI T K NIT N TOT" ,INSPECTOR PRIOR O ACCEPTANCE OF tJOR U AND AL PRICES MAY BE OBSCURED. 7. PRIOR TO ACCEPTANCE BY VDOT OF ANY STREETS, ANY , REOUIREiS STREET SIGNAG AND/OR PAVEMENT MARKINGS MUST INSTALLED Y E1�R T' BE S A ELD B THE DEVELOP OR AT VDO S LL DESC:RETION, BY N,TOT 0 . AN ACCOUNT RECEIVABLE BASIS. CONDITIONS PER REZONING: PROFFERS Monetary Contribution to Fre erick County Service Organizations: The owner will pay or cause to be paid to the Treasurer of Frederick County the sum of t7,074.77 for impacts to fire and rescue services. This sum will be paid upon receipt of a building permit for the first structure to be constructed on the subject parcels. (Rezoning Application #012-' S, approved on October 26, 1998. CARTERS VALLEY GOLF CLUB ADMIRAL BYRD DRIVE WINCHESTER MUNICIPAL N AIRPORT SITE 1" = 2000' 0 Scale 199 - 100 ft WIN/ 300 LIST OF DRAWINGS: SHT. 1/4: COVER SHEET ARID GENERAL NOTES SHT. 2/4: SITE PLAN REVISION (LAYOUT) SHT. 3/4: SITE PLAN REVISION (GRADING) SHT. 4/4: CONSTRUCTION PROFILES AND DETAILS ASPHALT MIN, 1.5 OVERLAY S HALT _ EXISTING PAVEME CONCRETE SURFACE COURSE gin-- �� YPE (SM) (BM)MIN. 6° > ASPHALT CONCRETE BASE COURSE TYPE C ) P E BM fY-- f +' r 21 A ORB ? r' , r r �r ✓ ,� , r ✓f. r°,',-TYPE I SIZE 21 A OR B AGG PAIN'. 10 ,= r .r rr� _ r°` , fr ,. ,•,•._-. COMPACTED TO 100 , MAX. DENSITY r i ° AT OPTIMUM MOISTURE CONTENT i�--•-�. ,.� 1 . y,,. I 7 . I IBE NCH . � y e :LECT ATERIAL LI PPROVED SOIL 'OR SELECT MATERIAL r Y a, P I R 0. _I ..._ E CB 3 ti DACiLF'ILL a. � �� Iq�»-,. TYPE 1, CIIR 30 COMPACTED TO 95% f ,. F MAX, DENSITY AT OPTIMUM MOISTURE IP 1 4. CONTENT BEDDING 4° ANID DR NO. 57 STONE IN. TRENCH WIDTH TO SUPPORT LD.D.+241(0__�_��`MTRENCH BOX. FOR PIPE LESS THAN flea° THE TRENCH WIDTH MAY BE 36° MAXIMUBM. SEE UB-1 (ROAD AND BRIDGES STANDARDS VOLUME II) CUT RI EP ACEr-MY RN RUAIDS �MH ASPHALT CONCRETE RASE AMID pp�p FACE � G3URE I mT.S. FREDERI'CK COUNTY, VIRGINIA ?1.N.. 54F- I - 4 HF-RVAN RUBE711STE//V 64f - 1-2 CORPORA 71ON O�WIWZ RCIAZ Ali-D.-MI .1 . '9 tl AL C ,es`$ W Pi J_ 01A1,310:21___ ZONING AD S A O MINI TRDATE AD o !p�Ov C D R DE'COUNTY,MMA F APPROVAL SITE PLAN EXPIRES FIVE(5) YEARS FROM DATE 0 215 PA�N`777TEH=&E�n/R&PoLoCo 302 South Braddock Street, Suite 200 Winchester, Virginia 22601 Telephone: (540)662-5792 Facsimile: (540)662-5793 Email: pain tlew(Omnsinc.com JOB NO.: 9908023 16JAN01 LATEST REVISION DATE: 30NOV01 SHEETf U 0,4 to 0■ ■ SCALE: 1 .0 fl 5' PARKING SETBACK 55' STORM WATER ESMT.-- --- 5' PARKING SETBACK GRADE OP120 ITOND BERM LENGTH = 40' ELEVATION = 706AO 8'-10*0 CMP- 0 1.25% P,f.N. 64F -1-4 ,,, �• HERMAN RUEENST£11V i►II U51'CJMM£RCIAL ZONN£G?•MJ 5' PARKING SETBACK Ihiv IN =705 In `` �,�• slr., INV. OUT - 705:00 / l INSTALL PERMANENT CULVERT 06.8 INLET PROTECTION STONE / GRASSED BERM -SEE DETAIL THIS SHEET k", AREA EX, WCTLANL7S-2550 S'F o P I N 64-((5))-1 � q� LEON W. LARCENY USE:'VACANT ZONED. RA�- PROPOSED FLAGPOLE EXISTING TREES TBR��? 1 8"x6" REDUCER & FH ASSY. t' (4)BOLLARDS PLACED 3' "+ FROM CENTER OF FH \`. LOOCAtO TOAND SI7EF E 12 VDOT SUBSEQUENT SPECIAL PROVISIONS �' '- t �2 1. ALL PATCHES ARE TO BE REPLACED IN ACCORDANCE WITH THE FOLLOWING REGULATIONS AND AS SHOWN ON FIGURE 1. ►- ct W 2. THE PERMITTEE WILL BE REQUIRED TO REPLACE THE SURFACE AND w ct BASE OF THE ROADS INCLUDED UNDER THIS PERMIT IN ACCORDANCE WITH :x THE ROADS AND BRIDGES SPECIFICATIONS AND THIS SPECIAL PROVISION.,iz fl 3. BACKFILL MATERIAL SHALL INCLUDE A MINIMUM OF FOUR (4") INCHES p 2 w 0 CL OF BEDDING MATERIALS (SAND OR #57 'STONE). THE BALANCE OF THE Q) BACKFILL SHALL BE APPROVED SOIL COMPACTED TO THE BOTTOM OF SUBBASE LAYER (TYPE 1, SIZE 21A, OR 21 B). THE ENTIRE BACKFILL p SHALL BE FREE FROM WOOD, DECAYING MATERIAL, ASPHALT, CONCRETE, 4� S ICE, FROST, LARGE CLODS, STONES, AND DEBRIS. W o 4. BACKFILL MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE THEORETICAL MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT, AS DETERMINED BY VDOT TESTING PROCEDURES, USE MECHANICAL TAMPING THROUGHOUT THE DEPTH OF THE TRENCH IN SIX (6") INCH LAYERS TO o INSURE THAT ADEQUATE SUPPORT IS PROVIDED FOR THE SUBBASE LAYER \ o (TYPE f , SIZE 21A OR 218). - - �y 5. IT SHALL BE THE OPTION OF THE RESIDENT ENGINEER TO REQUEST AND REVIEW THE BACKFILL COMPACTION TEST RESULTS AND/OR Ll AUTHORIZE AN INSPECTOR TO MONITOR THE COMPACTION, V' Q�r� LIFT STATION PER OWNER. �k r� 'N SEE CONSTRUCTION NOTE 14. PR. 4 0 SCH 40 5 R ? OSED BUILDING U f O -USE: OFFICE FSf, �>r �,E!G 7� 12' PR 4'M �C 4JR j y TURNDOWN SIDEWALK 17 A PR h / ST6P YP.)WHEEL 'R y cF o 5,R 5'R !+ ' ,� ., l9 � . MCP` a© '"-t•' �,• ` � `1' WAR T. TO MATCH CONC, 0 f�9 6,�, ADA sPacFs (TYP.) 5• , wAL{DTEYTP) i ,. 1" TYPE K COP.LINE•---- 1 " METEP 15'R 1 " CORP. 3'TOP sow f 1 TYPE K COP.LINE P. /. N 64-((A))-, `9 1 " METCORER :�rOP WINCH£SrL`R REGIONAL AIRPORT - . 15` 5 �+ „ US£.'VACANT ZON£c'4•M1 40'-1 i"X 13" CMPA 0 1. INV, IN =711.0 INV, OUT = 710,6 'R PR. 2"0 SCH 40 PVC FM, o a �.. INSTALL GENERALLY AS SHOWN .� PER FCSA SPECIFrCATIONS. 4' TAPER T 4' SECTION -- 40- q 0 E O 2 SEC O �• ., STANDARD VDOT CG- 7 AND PR.t"� . , ASPHALT TO END AT RADII RETURNS USE VDOT STAN��ARD PVMT. SECTION: E 3" IBM-25.0 12.5A ?� 8" TYPE 1 218 AGGREGATE �TFR?�00. +INSTALL. CG-12A RAMPS PER VDOT INSPECTOR 2" CHECK VALVE • v 8*0 WATER LINE � � R�r• 75` ORL '41/p `�` •'� SEEDETAIL S'R THIS / SHEET APPROX. LOCATION OF �¢ ' •�j rc'M �a EXISTING ENTRANCE /'� , �"�► ,r ALL PROPOSED UTILITIES FOR THIS SITE -+I. ZVR ARE TO BE PLACED UNDERGROUND `�(� ,.J4 40'-17"X13" CMPA 0 1.00% !° SEE SHEET 3 FOR ENTRANCE ROAD CONFIGURATION. INV. IN -709.8 ADJUST THE GRADES OF THE ENTRANCE TO MATCH INV OUT = 7n9 4 EDGE OF GRAVEL PR, 5' TURNDOWN SIDEWALK SIDEWALK P /. N 64F-1-,,3 6. CUTS IN ROADS WITH SURFACE COURSE (SM) AND ASPHALT CONCRETE GATE DeBarrAfR D£V£L©PM£NT, LTL? BASE (BM) SHALL BE REPLACED WITH TEN (10") INCHES OF TYPE 1, SIZE e 21A OR 218 AGGREGATE COMPACTED TO 100% OF THE THEORETICAL ma's• USE.°COMMERCIAL PR. 6' BOARD FENCE (LOCATED 3° FROM PROPERTY LINE) MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT COVERING THE ENTIRE ZOA(M-Ml EX. GARAGE T.B,R, TRENCH WIDTH IN ADDITION TO A BENCH OF SIX 6" INCHES FROM ALL ( ) .._..___._ SIDES, THIS LAYER SHALL SERVE AS SUBBASE. AN ASPHALT CONCRETE 9,p PROPOSED BUILDING 5,592 SF BASE COURSE (BM) OF A SIX (6") INCHMINIMUM THICKNESS OR MATCH HEIGHT = 32` THE EXISTING BASE THICKNESS, SHALL BE PLACED OVER THE SUBBASE. A FF = 712.60 USE: OFFICE WAREHOUSE SURFACE ASPHALT CONCRETE COURSE OF A MINIMUM OF 1,5" (SM) SHALL BE PLACED ON TOP OF THE BASE (BM) COVERING THE TRENCH WIDTH iS �� 1 0 SF 4.272 F THE ASPHALT CONCRETE SURFACE COURSE SHALL BE SLIGHTLY HIGHER PR. 5' TURNDOWN SIDEWALK. WARP PVMT. TO MATCH CONC. (1/8--1/4") THAN THE EXISTING SURFACE TO PROVIDE A SMOOTH GRADE Q > C �^ AT ADA SPACES (TYP.) INTO THE EXISTING PAVEMENT SURFACE. a v WOODLANDS=0 41 ACRES 2 HC SIGNS TO BE MOUNTED ON Gg 1 .00' TO PR. EOP p 7. CUTS IN SURFACE TREATED ROADS WITH AGGREGATE BASE COURSE19 WALL STORA i TONNECTt PR, F OA AS R D SHALL BE REPLACED WITH THE SAME LAYERS AS ROADS WITH ASPHALT AR -- -y BASE (BM) EXCEPT THE SUBBASE LAYER (TYPE. 1, SIZE 21A) IS REDUCED .0010 PR. EOP - _ TO SIX (6") INCHES AND THE (BM) LAYER IS TO FOUR (4") INCHES BUT .95. .IPAWX LOIGA7101V OF EX.. 6' BOARD FENCE STILL KEEPING A SIX INCH BENCH. THE SURFACE COURSE SHALL BE A PR. CO SURFACE TREATMENT MATCHING THE EXISTING SURFACE, 5'+/- 4"o F SCH 40 PVC PIN 64F--1-2 8. THE CUT TO BE BACKFILLED SHALL BE MADE AS DRY AS PRACTICABLE PVC 0 2,009E MIN, DATALUX CORPORA71ON PR. SAN. MH, RIM= 712.25 U5l,•COMM£RC1AL AT THE TIME OF BACKFILLING BY PUMPING, BAILING, DRAINING, OR OTHER WET WELL ELEV.= 7041 ZONED.Ml APPROVED DEWATERING METHODS. PROPOSED LIFT STATION BY OWNER. SEE. NOTE 14 CONNECT BLDG. SEWERS AS REQ'D 9. ALL CUTS SIDES SHALL BE: TRIMMED TO NEAT STRAIGHT LINES AND A ------PR. 6' BOARD FENCE, CONNECT TACK COAT SHALL BE APPLIED AT A RATE OF 0.05-0.15 GALLON PER Z TO EX. FENCE AS RE®D SQUARE YARD OF RC-250 OR CAE-2 BEFORE PLACING THE PLANT MIX. _j LOADING AREA FOR 10. REPLACEMENT OF PAVEMENT SHALL BE FROM EDGE OF PAVEMENT TO .. > OVER -HEAD DOORS EDGE OF PAVEMENT EXCEPT WHEN INDIVIDUAL CUTS ARE MADE AND NOT _j W O COVERING THE ENTIRE WIDTH OF PAVEMENT. 4W V V PHASE 2 OFFICES AND PARKING EX. 1 9R/CK UWELL>NG TO REA64IN 11, PLACEMENT OF ALL ASPHALT CONCRETE AND SURFACE TREATED L= "� 2 W ,STORY Lair PHASE 2 COURSE'` SHALL. BE ROLLED WHERE POSSIBLE WITH A UNIT HAVING A Vi FUTURE OFFICES PARKING MANUAA'URER'S RATING OF TEN 10) TONS, AND ROLLED UNTIL THE (SITE PLAN TO BE SUBMITTED AT A LATER DATE) AGGREC • � E IS KEYED INTO THE BITUMEN. WHERE ROLLING IS NOT � 0. �. APPRX. LOCATION OF EXISTING LIFT STATION. FOSS+3L.1:, A MECHANICAL TAMP WILL BE USED, iN ALL CUTS STONE IS TO - a. fl X. TRAILOR T.B.R. SEE CONSTRUCTION NOTE 14. BE PLAr"D IN THE TRENCH DAILY UP TO A MAXIMUM LENGTH OF 500 (_ W •- "� HATCHED AREA INDICATES EXISTING PAVEMENT AND TO PROVIDE 12" MINIMUM �` � •14 't2 ' COVER OVER PROPOSED ENTRANCE CULVERT. '� ' � PRIME & SEAL PVMT. _ TAP BY F •CaSA PROVIDE NEW 1" TYPE. K COPPER TRAFFIC IMPACT 0 AIRPORT ROAD -T APPROX. LOCATION OF 4, WATERLINE A5 REQ*D TO SERVE DATA SOURCE: ITE MANUAL, SIXTH EDITION EXISTING ENTRANCE � � `. / EXISTING HOUSE AND PHASE 1 �4RLEL A FCSA TO MAKE TAP-- B{11LDIING. AND INSTALL LATERAL ACROSS RT. I:,AND U'SE: 710 GENERAL OFFICE 645 TO PROPERTY LINE BY `+ PROPOSED GFA = 1,000 SF JACK AND BORE METHOD. TRIPS BASED ON 1000 SF GFA: (OPEN TRENCH METHOD TO BE USED ONLY ` EX.� WEEKDAY: 11.01 TRIPS UPON FAILURE OF 3 JACK AND BORE AIiP fr \ EX. EX , WA�*�,. AM PEAK HOUR: 1.56 TRIPS ATTEMPTS HAVE BEEN MET WITH RESISTANCE Fm T PM PEAK HOUR: 1,$9 TRIPS ACCORDANCE WITH "SUBSEQUENT SPECIAL PROVISIONS, SEE THIS PARCEL B SHEET FOR PROVISIONS AND DETAIL) 710 GENERAL OFFICE SfC�STANDARD VDOT CG-11 ENTRANCE APPROXIMATE TREELiNE PROPOSED GFA _ 14,000 SF T EX. TRIPS BASED ON 1000 SF GFA: /, r LAP a WEEKDAY. 11,01 X 14 = 154.14 TRIPS PM PEAK HOUR: 1.49 x 4 = 20.86 TRIPS �� srC' � 'N' 150 WAREHOUSING Tb Sp(,1' PROPOSED OF EMPLOYEES= 5 ��I �FQ BENCHMARK:- APPROX. ENTRALOCATNCE OF ''4i" USGS MARKER ELEV 712.10 ` EXISTING ENTRANCE TRIPS BASED ON 1000 SF GFA: !Q If WEEKDAY: 3.89 X 5 = 19.45 TRIPS aRI 4'�'T P.IN 64-(())-79 AM PEAK HOUR: , 55 X 5 = 2.75 TRIPS tf� S / T WINCH£ST£R REGIONAL AIRPORT PM PEAK HOUR: .58 X 5 = 2.90 TRIPS QT:��F BOTH PAR fa j � US£•Cl.}MMERCIAL WEEKDAY: 11.01 + 154.14 d+ 19.45 =184. 60 TRIPS '�Ij` 4 ZONELI°RA AM PEAK HOUR: 1,56 +21.84 +2.75= 216.15 TRIPS �S `� APPROX. LOCATION OF PM PEAK HOUR: 1,49 +20.86 +2.90= 25.25 TRIPS EXISTING ENTRANCE 155•+/-• 4"0 SCH 40 PVC z0 2.00% MIN. IN=CQ 1 1.00 HEIGHT 32' FF = 714,67 USE: OFFICE 'EX. SHED T.B.R. 2"0 SCH 40 PVC FM INSTALL FM FROM PROPOSED LIFT STATION TO EXISTING FM GENERALLY AS SHOWN. PROVIDE CHECK VALVE, SEE DETAIL THIS SHEET COUNTY INSPECTION DEPARTMENT TO INSPECT INSTALLATION OF NEW 2" FORCE MAIN{tr� � �sG TURNDOWN SW(TYP) FIELD FIT SIDEWALK AS REQUIRED Q' P. /. N. 64f-1--1 G'£ORGE L. H£NZ£L US£.•COMM£RCIAI ZtONE'L7 M1 FEET, A. WHICH TIME THE PAVEMENT SHALL BE COVERED WITH A. � , � W Q TEMPORARY OR PERMANENT ASPHALT PATCH. IF THE APPLICATION OF THE BITUMINOUS LAYER IS DELAYED FOR ADVERSE WEATHER CONDITIONS, THE, "'� W CONTRACTOR SHALL PROVIDED AND MAINTAIN A BASE COURSE THAT IS w 'K ACCEPTABLE TO THE VDOT UNTIL SUCH TIME AS THE APPROPRIATE 0 PAVEMENT PATCH CAN BE APPLIED AND COMPLETION OF THE INSTALLATION OF THE GAS, SEWER, AND WATER LINES, CONTRACTOR SHALL RESTORE PAVEMENT IN THE MANNER PRESCRIBED IN THE VDOT PERMIT WITHIN (10) DAYS. 12. CONTRACTOR WILL BE RESPONSIBLE FOR ANY DEPRESSION GREATER 0 THAN 1 /4" THAT OCCURS WITHIN THREE YEARS OF COMPLETION OF PATCHING. CORRECTION SHALL CONSIST OF MILLING AND REPLACING 1.5" N OF SURFACE COURSE MIX (SM.). cn 0 0) 0) u REMAINING SANITARY FORCED MAIN CV 1f7 u PAST POINT OF PROPOSED ELBOW + I I C TO BE ABANDONED UPON CONSTRUCTION 0 ry N cn fi OF PHASE ONE. 0 tD C to 2" CHECK VALVE In C W - Q JY`LoU-)� O > - ,_,, t, 'a INSTALL ELBOW AS REO'D 0 qa CO ,� 'a u CD s E 0 CL V) t QI u 0 SANITARY SEWER FORCE MAIN DETAIL " u tIs 0 Lp NOT TO SCALE I- rr? 3 z L� oil:I W � ,� 0 U LJ TH 0 1 p C. LEWIS No. 21621 1 �_10NAL � DATE: SURVEY: 29AUG01 AERIAL DS SCALE: DRAWN: 1 "= 40' PLC C.I.: JOB NO.: NA 9908023 )WG: SHEET: ;P-REV2-SHEET2 2/4 SCALE: 1 " := 40 ft FLOW SLOPE=0.00% STONE CULVERT ID. L W D STONE d50 MSD POND OUTLET 10 12 121 0.5 CULVERT EROSION CONTROL DETAIL NOT TO SCALE EROSION & SEDIMENT CONTROL KEY 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE 3.05 SILT FENCE 3.08 CULVERT INLET PROTECTION -SILT FENCE 3.08 CULVERT INLET PROTECTION -ROCK DAM 3.18 OUTLET PROTECTION 3.30 TOPSOILING TO 3.31 TEMPORARY SEEDING 3.32 PERMANENT SEEDING pS 3.35 MULCHING Ty STEEL OR WOOD POST A VIEW LOOKING UPSTREAM NOTE: EXTEND ROCK DAM TO BERM OF SEDIMENT POND AND MATCH BERM ELEVATION TO PREVENT FLOW AROUND DAM. VDOT #1 COURSE AGGREGATE CLASS I RIP RAP FLOW SECTION A -A CULVERT INLET PROTECTION ROCK DAM EXTRA STRENGTH FILTER FABRIC NEEDED WITH WIRE SUPPORT Moil-11;R051. Ii II�Ii 10 FT MAX. SPACING WITH HIRE SUPPORT FENCE FLOV FLOV t2I�I0 W z W d s z Z a o C� a u5 a In o C) 0) ►� N •- z w (75 w J PONDING HT. PONDING HT. ~ STEEL GR WIRE & FILTER FABRIC WQQD POST / ATTACH SECURELY 36 HIGH MAX TO UPSTREAM SIDE OF POST. t.i RUNOFF g Mq� RUNOFF V Z (RECOMMENDED) STORAGE HT. �, -J •��, . W W 12" MIN. 12" MIN. 4"x6" TRENCH GRAVEL cy. w Z WITH COMPACTED W a F- -- BACKFILL - - w8 STANDARD DETAIL ALTERNATE DETAIL a CL m TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL Z T- W o W � NOTE: 4. SET POSTS AND EXCAVATE A 4"x4" J a f W1. INSPECT AND REPAIR FENCE AFTER EACH TRENCH UPSLQPE ANLONG THE LINE I STORM EVENT AND REMOVE SEDIMENT WHEN OF POSTS. w Ix NECESSARY. 5. STAPLE WIRE FENCING TO THE POSTS. (i, 2. REMOVED SEDIMENT SHALL BE DEPOSITED 6. ATTACH WIRE FILTER FABRIC TO THE WIRE of TO AN AREA THAT WILL NOT CONTRIBUTE FENCING AND EXTEND IT INTO THE TRENCH. t1 SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. 7. BACKFILL AND COMPACT THE EXCAVATED 3. SILT FENCE SHALL BE PLACED ON SLOPE SOIL. CONTOURS TO MAXIMIZE PONDING EFFICIENCY, SILT FENCE DETAIL WITH WIRE SUPPORT ■ o NOT TO SCALE ADDAPTED FROM: 1992 VA E&S CONTROL HANDBOOK 3 05 J N a :3 0) ONi 0) 0 V) N I, m U DIVERSION RIDGE REQUIRED 2 OR GREATER ■' N 0 to U WHERE GRADE EXCEEDS 2% 2 1 1 c 0 N N N O (0 ROADWAY C IAVE O ROAD WA Y W J 0 SECTION A - A Q L,- O a \ NOTE: / W m 4) a v) SPILLWAY USE NDBAGS, STRAW BALES LTHODS 4- c -ii0 U 0 SEDIMENT BARRIER / \ TO HANNELIZEOR HER RRUNOFF OVED 'ETO BASIN : •C ►- � W (STRAW BALE TYPE SHOWN) \ AS EOUIRED. z 0 3 Ut( SUPPLY WATER TO WASH N WHEELS IF NECESSARY. a O :V) W , Flow tot Q �_ ► z Z W I w � trrn11� � �► � U a A { A WASHRACK 2'-3" COURSE �? AGGREGATE of MIN. 6" THICK z TH �r 1, o Iu N C. LEMNS ' Z �INo. 21621 � DIVERSION RIDGE A V 10NAL W -- 70' MIN. PLAN NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A DATE: SURVEY: CONDITION THAT WILL PREVENT TRACKING OR 29AUG01 AERIAL FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS- PDS OF -WAY. THIS MAY REQUIRE TOP DRESSING, SCALE: DRAWN: REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 1 "= 40' PLC 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED TEMPORARY PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. C. I.: JOB NO.: 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE GRAVEL NA 9908023 ON AN AREA STABILIZED WITH CRUSHED STONE CONSTRUCTION THAT DRAINS INTO AN APPROVED SEDIMENT TRAP DWG: SHEET: OR INSTALL CATTLE BASTN. GUARD(wAASHRACK). ENTRANCE/EXIT 4. SP-REV2-SHT3 3/4 W V CONSTRUCTION NOTES V) (0 On 1. The existing utilities shown on these plans are based on available information. The CONTRACTOR shall be responsible for determining the exact location of all utilities before commencing work and for any damages which occur by the failure to locate and preserve these utilities. If the CONTRACTOR should encounter utilities other than those shown on these plans, the CONTRACTOR N EXISTING shall immediately notify the engineer and take the necessary and proper steps to protect the facility and assure the continuance of service. PROPOSED GRADE 0 tDAnr71rJ PROPOSED 2. The CONTRACTOR shall hove approved construction drawings prior to the start of construction. At least one copy of approved a R V) 715 PROPOSED 715 - _ ! _ plans and revisions shall be kept on -site at oil times. "- `GRADE MATCH EX. PVMT. �� 4d W Z GRADE EXISTING O �GRAQE - 3. Cut and fill slopes shall not exceed 2-horizontol to 1-verticol unless otherwise called for on the plans O� / 4. Controlled Fills: S W O: EXISTING 48" MIN. OVER(TYP) ' 1 =' A. Controlled compacting shall occur in all fill sections for pavement, trenches for utilities and in other areas as designated ZAPER N V GRADE 710 711 on the plans. A - �P C5 � W 710 710 �"---- B- Controlled fills shall be compacted to 98% density as determined by methods per standard proctor ASTM D 698. Density - - - - - - - - shall be verified by a qualified soils engineer. W LA_ 8" WL C. Controlled fills shall be compacted in 8 inch lifts (loose thickness) to the specified density, beginning from the existing 8' ROUTE 645 - AIRPORT ROADLIJ 40-17"X13" CMP 40'-17"X13 CMP ground surface, unto" otherwise approved in writing by o qualified soils engineer. Or 1.7 X1% 0' 1.00X D. The surfaces directly beneath areas to receive controlled fill are to be cleared, grubbed, and stripped of topsoil. The area Is EX. 12" W then to be scorified and compacted to a depth of 6 inches to the some density as the controlled fill to be Placed thereon. ENTRANCE TAPER DETAIL 356'+ -8 0 SDR 21 PVC WATERLINE E. Fill material shall be taken from approved borrow areas. It shall be clean soil, free of roots, woody vegetation, oversized 705 705 705 stones, rocks, sandy soil, or other objectionable material, NOT TO SCALE LLJ 5. Blasting is not permitted within 25 feet of existing utilities without owner permission. \ \ 4 6. Storm sewer and pavement materials called for on the plans refer to standard VDOT designations. Z N PRIME Ar DOUBLE SEAL--" UJ 7. No soils report was furnished for the area of the right of way. 8" 21-8 F J 8' 21-8 N Z N W a) 8. All rodii indicate edge of grovel, edge of pavement or face of curb as applicable. 0 Z Li N COMPACTED SUBGRADE --+ COMPACTED SUBGRADE --� cn 9. The CONTRACTOR shall obtain a permit from VDOT for the work proposed in the rights-of-woy. 00 Q 0: x Z 10. All disturbed R.U.W. monuments ore to be replaced and verified by o certified land surveyor at the CONTRACTOR's expense W Y (Al N O Wm o 11. The DEVELOPER shall obtain permission from adjoining property owners prior to conducting any off site construction ON SITE PAVEMENT DETAILS �/! n r 2 activities. r w NOT TO SCALE W t1 J I I J N Z w a 12. The CONTRACTOR shall coordinate the relocation of the existing utilities with the appropriate utility company as necessary. J U V Z NZ SEE SITE PLAN FOR LIMITS OF PROPOSED PAVEMENT SECTIONS. S� S� 0 0 13. The designated job benchmark is on existing USGS marker located in the Airport Road right-of-way. The elevation is 712.10. - - rp PRIME COAT AND DOUBLE SEAL COAT TREATMENT: o N o N e S a 10 'n 14. Private pump stations to have ENVIRO ONE PUMPS. The County Inspection Deportment to approve and inspect the installation of the make and PRIME: f78 AGGREGATE O 25 LBS/SY WITH CRS-2 O 0.35 GAL/SY 1 + + + + + + I + ~ + model of the pump. The pumps for this project shall be submersible, 2 HP, 3450 RPM pumps operating at 230 volts and capable of delivering IM71AL SEAL: f78 AGGREGATE o 25 LBS/SY WITH CRS- 2 O 0.30 GAL/SY Q- 10+ 00 11 + 00 12+ 00 13+ 00 14+ 00 P P I P P Pe g pa g FINAL SEAL: #8 AGGREGATE O 20 LBS/SY WITH CRS- 2 O 0.30 GAL/SY 1 S USGPM against o total head of 80 feet. 10+00 11+ 00 10+00 11+00 6 W 15. Fire lones and striping shall be deleted as directed by the Frederick County Fire Marshal, THIS CURB SHALL BE USED WHEN DESIGN WATERLINE PROFILE 2--fir-5 SPEED H GREATER THAN 40 MPH o AIRPORT ROAD ENTRANCE PARKING LOT ENTRANCE 2- RURAL HIGH1wYs AND 45 MPH w DEVELOPED V Z SCALE: HORIZONTAL: t = 50 ; VERTICAL: 1 5 URBAN AND SUBURBAN AREAS. � Z CULVERT PROFILE CULVERT PROFILE 4. 3-4- , • NOTE: COMB. f ` (� GUTTER �)A�'� �C q SCALE: H ( AL: 1 = 507 VERTICAL: 1 = 5 SCALE HORIZONTAL: 1 METER BOX and COVER VERTICAL: 1 = 5 B 11 T 8E PAID FOR AS RADIAL C0IABINATION CURB AND Ji •• PR. STREET OR 2.R GUTTER. UT BEM MAY 8E PRECAST OR CAST 11M PLACE. l al A AISLE APPROACH TO METER SIZE METER BOX METER �X COVER BE THE SAME AS 6" 5/8"x3/4' or 3/4' 18 in. Dia. N Traffic Ic g32 C-PW /.�- -� CONCRETE IF PRECAST. TO BE CLASS A3 IF CAST IN PLACE, U vAN ACCESSIBLE SIGN i Ni a MAINLINE ROADWAY. - THIS AREA MAY BE CONCRETE 2 -0. WHEN COMBINATION MOUNTABLE CURB AND Non"Traffic MC-30 (Frame) WITH RML-t-T (fop Lid) (RADIUS TO BE A$ I C_ I C irl (RADIUS TO BE AS CLASS A3 = - t 24 in. Dia. AT THE OPTION OF THE CONTRACTOR GUTTER IS USED, THE STANDARD ENTRANCE GUTTERS W rw I ,.l 4('�. Traffic i MC-30 (Frame) WITH RML-12-T (Top lid) OR STANDARD CONNECTION FOR STREET INTERSEC'T10N5 t2' x 18' srNo. SHOWN ON PLANS) 0`-1j SHOWN ON PLANS) (M.E.s.) - -J ® END OF STALL - - - - - - - - - - - - - f` - 0 CONCRETE THE BOTTOM OF THE CURB AND GUTTER MAY BE - TO HAVE THE MOUNTABLE CURB CONifGURATION H W CONSTRUCTED PARALLEL TO THE SLOPE OF SUB- INCORPORATED w STRIPE OR CURBING U SURFACE COURSES PROVIDED A MANIIMUM DEPTH WHEN THIS S7ANDAR0 IS TO BE TIED INTO EXISTING RESEPVED IRESEPVED /�i i �I treated 2'x 4" with TRAMWIDN PARKING (PARKING WlN1 /' s �( 0 SECTION C-C of 7• IS MAMlrAINEO. WITKN R CURB. DRR THE CHANGE IN ST TANOARDS MADE TE PAVEMENT MARKNG, 4 WIDTH, LENGTH AS top 6` painted bwe AT REGULAR OPENINGS. SFIOVAd ON PLANS. meter cover 7 CG-7 -°.-- STt�. U-CHANNEL POST 'a�-1, � ®CONSTRUCT GRADE CHANGES WITH A - WHITE SYMBOL PER ADA ,; � RADIAL COMBINATION set 2` above » - Z ON SOLID BLUE BACKGROUND PARABOLIC CURVE. fin grade prior COMBINATION 4 CURB & GUTTER V� - - - - - -T^ -' CURB dt� GUTTER varies as required to sodding 18" ACCESSIBLE d WHITE PAVEMENT MARKING, g" SIDEWALK (ST'D. CG-6) ®WHEN THE ENTRANCE RADII CANNOT Z 4" WIDTH. 2' CC; 45' ANGLE 6" ACCOMMODATE THE TURNING REQUIREMENTS (SEE VDOT (CG-7) ROADS AND BRIDGE STANDARDS FOR ADD'i iNFORMAIION) UJ EXPANSION JOINT A� + EXPANSION JOINT OF ANTICIPATED HEAVY TRUCK TRAFFIC, THE corporation 18•_21• meter F.C.S.A. J » *�� CL OPTIO DEPTH FOR SIDEWALK AND CURB RAMPS stop 3• stone bedding y meter box for . ts� Ar►, tic r FLOW LIN WITHIN THE LIMITS OF THE RADII SHOULD BE twrroundbV box 11 J S OR 5' NOTE: WIDTH "B"= 2'-0" MAINLINE ROADWAY INCREASED TO 7". anglheck valve W W ��: OR AS SHOWN ON TYPICAL I WHEN STADARD CG-1 1 IS USED FOR 1" 39' �• with drain valve ACCEAN SSIBLE � ALL CONSTRUCTION GL4 SHALL CONFORM TO ADA SECTION.ENTRANCES BUILT IN CONJUNCTION WITH 4 ° 8• min. angle yoke ( ( 9�1+ PANT:ACCESIBIIfri GUIOEl1NES FOR ACRYLIC wGS AND FACILITIES. . PLAN VIEW VDOT PROJECTS, PLEASE NOTE THE bal u � _� GROUND PAIR: NO-REFLECTORIZED. ACRriIC LATEX TYPE 442XX FOLLOWING: I valve (+,, a � Z TRAFFIC MARKING PAIR BY DEVOE. LOUf"LLE. KY OR EQUAL type K copper t ` N SKIS MAY BE PLACED ON BUILDINGS WITH i3X ++ MAINLINE PAVEMENT SHALL BE Cr►NSTRUCTED tubing, continuous wNhout ' from �" r CONSENT rROM t�ILDINIc INSPECTOR. EDGE OF SHOULDER OR--PgRUA�OLIC D TO THE R/W LINE (EXCEPT ANY '�UBGRADE t� � 2 n• � ~' a V cC� RB SLOPE CHANGE main to meter OPTIONAL FLOW LINE _,�. �-- STABILIZATION REQUIRED FOR MAINLINE P'�JMT. water main e' stone bedding PARKING LOT STRIPING DETAIL m D WHICH CAN BE OMITTED IN THE TNTR^NQE-) METER SETTING PARTS ' a a�x NOY TO 9C/u E - - -'- - - RADIAL CURB OR COMBINATIOW C''JR3 AND line meter angle yoke angle check expansion C size size Yoke ball valve valve wheel trench width %rs. W V MAINLINE ROADWAY 8% MAX. D ANY GUTTER SHALL NOT BE CONSTRUCTED curb &gutter as required �:•..ti .� ■ BEYOND THE R/W LINE EXCEPT , OR 1 r° 518`x3/4• Y502 BA94-224w HHCA91.323-TV EC-23 Street W H�i]I[`�P SIt;N QFTAIL PROPOSED GRADE SLOPE CHANGE & Ca4-34 � W 5 D REPLACEMENT PURPOSES. V. 3/4' Y503 BA91-323W & HHCA91-323 TV EC.z3 ;y,;• ;-:i,, az..- 6" d�a schedule a0 steel r. Q NOT TO SCALE . 40 MIN. FOR _.,.;..:::;.;;:_;;:_:�,:.. . pipe filled with concrete f- MIN. WHEN USED IN CONJUNCTION WITH STANDARD 8�- - •n=_. '-=:� ' STREET CONNECTION ''`'"""'`' Q W LX 20' DESIRABLE FOR CG- 3 OR CG-7, THE CURB FACE. ON THIS 1' Y504 BA94-444w HHCA94-444-TV EC-4 ::: 3:: x =: ?::" . and painted yellow U THREADED END AND CAP LLJ STANDARD IS TO BE ADJUSTED TO MATCH THE M r a r COMMERCIAL ENTRANCE MOUNTABLE CURB CONFIGURATION. ti `'` 7 ! O INSTALLATION NOTES -: +;>, 2' I V J n(OR AS SHOWN ON PLANS) SECTION A -A SEE STANDARD CG-12 FOR CURB RAMP DESIGN 1. Exact location of meter box assembly L -- 4• OR 8- RISER (LENGTH VARIES) GUIDELINES FOR GRADE CHANGED To BE USED WITH THIS STANDARD, to be approved prior to installation B dla PA 1 tYPe .: O 2. water n Y dia5SCH40 PVC • PLANS ARE TO INDICATE WHEN CONSTRUCTION OF g ,IC concrete -- _ ENTRANC VO UM ESIR lE MAXIMUM M •••���� - `oo encasement � 4 X 4 X 4 WYE OR A FLOW LIME IS REQUIRED TO PROVIDE: POSITIVE Y::'• P� _ I 3' Q 8 x 8 X 4 WYE HIGH M HAN 1 50 VPD �3X� SDR21 piping. The piping shall run from t, DRAINAGE ACROSS THE ENTRANCE. P P n9 P P g a: H 10" TURNDOWN TEMPORARY PLUG MEDIUM (500 500 VPD) <3% 6% one foot beyond sidewalk, across the :::�;>, ?" t;; ;:. �concrete O AT END OF LURE LOW (LESS THAN SOO VPD) <6% 8% OPTIONAL FLOW LINE MAY REQUIRE WARPING OF street, to one toot beyond sidewalk thrust block N 4" CRUSHED STONE 1' X 1' TEE (T444-444) (3000 PSI) 4" CONC SANITARY LATERAL BOLLARD DETAIL 6x6xW1.4xW1.4 WWF {1,5" Min. CLEAR) VALVE BOX DETAIL FLOW OF PORTION OF GUTTER TO PRECLUDE PONDING DUAL METER INSTALLATION METHOD OF TREATMENT- a _ o N �, E Lp a 0 CONNECTION FOR STREET INTERSECTIONS 5/8"x3/4", 3r4" & 1" METER INSTALLATION N � � S" - STANDARD POLYETHYLENE AND COMMERCIAL ENTRANCES Figure 5 direction of setting to be approved prior to installation N I I I C TURNDOWN SIDEWALK DETAIL RISER VAIN CAST IRON LID /'� NOT TO SCALE (OR EQUAL) VDOT 2001 STANDARDS (CG- 1 1) NOT TO SCALE CG-12A p (,o C �a y � N CCU as re concrete ad 1'-8' . x 6' deep C 0 0 C� ' ® 7" WHERE STD. OR � gwrec P � P Ci � CG-7 IS USED. W x 01 't 4 3 (OR AS SHOWN ON PLANS) l') e' o^ 4'-0" i 0 L In v I v `-i o ® 2' min - 6" max 41 4 q;a STD. CG-2 6" 4 :1 MAX, _C 0 12.1% MAX. B AX 9��y��».�N,v1-tY+l -_� otj..- �� OR CG-6 O C al O 9' d 20: 1 I ,. O C a �- 3, 5, MIN j I 4" stone Uj M (n Q •N __ 1 I screw type L L 0 U O SANITARY LATERAL CLEANOUT DETAIL MAX) SECTION A -A J I i ��to 8 � C y� W 4" CRUSHED STONE A �� e 5 DOWELS, 8" LONG I Z O stone stone to De minimum K- NOT TO SCALE a 12" C-C rn 6' atwve top rn base V (3000 PSI) 4" CONC 5'-0" Ml Y-O" 5'-0" MIN PERMISSIBLE-locatormarker �� LINE _ y LINE _ I-- LOPE 10:1 CONSTRUCTION JOINT stone 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) MIN. PERMISSIBLE MAXIMUM CV i CONSTRUCTION JOINT egalug Q ENTRANCE WALK DETAIL GENERAL 8 CKFILL GENERAL BACKFILI. B i B y fSEE NOTE) (SEE NOTE) _ ! NOT To SCALE SECTION B-B 24' CAREFULLY 24` CAREFULLY-- - 1 LIMITS OF EXPOSED AGGREGATE SIDEWALK z COMPACTED COMPACTED ,, U SELECT SACKFILL SELECT BACKFILL � i mechanical joint iti1 osgll ; al J W ® ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS swivel tee with W STONE AGGREGATE - -- _ 1/2 0. .+ 9• UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT , 6` branch , Z n -- 2x4 TOP RAIL A TANGENT PLAN FACILl FACILITY CONNECTING CAN BE APPROACHED, ENTERED AND NTS OF A Z I ( STONE AGGREGATE O 0 - USED BY PERSONS WITH MOBILITY IMPAIRMENTS. O Z �/ W 1 x6 BOARD, - CONCRETE -- t /2 0. B' r t� U _� FIRE HYDRANT ASSEMBLY FRONT & BACK I. NOTES TOE NAIL EA.. tx6 W/2-8d(EA. RAIL) i THIS DESIGN To BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE) Figure aross.Kx aosswKx TH p --8"- O-- -�?" -O.D. �" REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8" FOR NEW CONSTRUCTION, 6" FOR I I 2x4 MID RAIL. STANDMD CONCTtM ALTERATIONS. I � CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL NT S. N.T.S '-� DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RAMP FLOOR MAY BE ' ( PRECAST OR CAST IN PLACE). THE DETECTABLE WARNING SHALL 9E PROVIDED BY AN EXPOSED AGGREGATE O FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12 1. U HN C. LEWIS s GROUND LINE ' -� GROUND LINE - � SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING NO 21621 - t!'-4x4 POST[ O 8' CC PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. "SFE MOTE) BAC!(FILL- GENERAL BACKFILL TYPICAL PLACEMENT TYPICAL PLA EMENT IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED -o (SEE NOTE} (SEE NOTE) AT INTERSECTION SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL ----- 2x4 807. RAUL AT INTERSECTION BE CLASS A-4. L WITHIN CROSSWALK REQUIRED BARS ARE TO BE NO.5 X 8" PLACED YCENTER TO CENTER ALONG BOTH SIDES OF THE RAMP v`Y�I ATTACH RAILS TO POST - _ WITHIN CROSSWALK ONAL LJ PROP. GRADE W/3-tOd(EA., RAIL) it (WITH BUFFER STRIP) FLOOR, WO -DEPTH of RAMP FLOOR, MINIMUM CONCRETE COVER 11/z". 24' CAREFULLY 24• CAREFULLY CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT I I ' COMPACTED COMPACTED CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE -IN -PLACE. SELECT BACKFILL SELECT BACKFILL CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO TO CURB RAMPS ARE INCLUDED IN PAYMENT f { FOR CURB/CURB AND GUTTER. I STONE AGGREGATE--- + 1/2 0. .+ 8- WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS ►') TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. DATE: SURVEY: 12" DMA. POSIT HOLE. ..------ + i i rt O / - - w - FILL W/GONG;. t j\`./ll CURB RAMPS ARE TO 8E LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSABLE ROUTE M WITHIN THE RIGHT OF 29AUG01 AERIAL U U CONCRETE CONCRETE -- 1/2 0. .+ 8 WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PDS PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS NOTES: SCALE: DRAWN: ALL LUMBER 10 BE PRESSUIRE TREATED YELLOW PINE No. 2. DIAGONAL VARIATION OR As DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. ti ALL HARDWARE TO BE HOT -(DIPPED GALVANIZED. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT. 1 =40' PLC FINISHED SIDE TO FACE ADJACENT PROPERTY. _ __ 17 WHERE FENCE IS LOCATED OIN PROPOSED RETAINING �• - .0. �• D SPEanCATTON WALL, USE 3" DIAL STEEL PDXSTS ATTACH TO WALL WITH RftERt:N(X coNc�rE E�►sE>I��rr c;oNc�rl� ARCH PERPENDICULAR CURB RAMP C. I.: roe No.: PL 1/2'x8"x8" AND 4-3/4" DIA. x 8 HILTI BOLTS. N.T.S.N.T.S- NA 9908023 CONSTRUCT (2) 4' GATES SIVAILAR. PROVIDE GATE LATCH. NOTE: TO BE COMPACTED TO 95% OF ASTM D698 MAXIMUM DENSITY. (ACCESS FOR MOBILITY IMPAIRMENTS) 105 PROPOSED FENCE DETAIL TRENCH AND BEDDING DETAILS 4G3.05 -- VIRGNNA DEPARTMENT OF TRANSPORTATION 502 D Nor 10 SCALE FIGURE I SPGSHEET: REV2-SHT4 4 4 WILSON FsFiOPER�l ES LaoLimC,5 FREDERICK COUNTY, VIRGINIA go CARPERS VALLEY ABBREVIATIONS IN 11 Elmo a GOLF CLUB ASSY. ASSEMBLY Al F BF ENT FLOOR Ai i mt Ain a �7C,rr � R�q� BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT 76; 645 WINCHESTER BSBD. BASEBOARD C&G CURB & GUTTER CIP CAST IN PLACE CONCRETE SITE; PLAN oMUNICIP q AIRPORTAL O,pr CMF CONCRETE MONUMENT FOUND CMP CORRUGATED METAL PIPE AF CPP CORRUGATED POLYETHYLENE: PIPE 13HAWNCM CMPA CORRUGATED METAL PIPE AIRCH CO CLEAN OUT672DIA. DIAMETER DS DOWNSPOUT EOP EDGE OF PAVEMENT F FIRST FLOOR "` REDERICK COUN I y VIRGINIA o ADMIRAL `� BYRD DRIVE F�E FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION g FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN ITE Go. GAUGE GENERAL NOTES GM GAS METER 1. The properties delineated on this plan are located on Airport Road, in the Shawnee Magisterial District in the County of Frederick, GV GAS VALVE Virginia. The developer of these properties proposes to construct one building (approx. 1,000sf) for office use on the land that is HCR HANDICAP RAMP deemed PARCEL A. Construction will also consist of a separate development of one building (approx. 12,000sf) for HB HOSE BIB office use on the land that is deemed PARCEL B. The current use of parcel A is vacant. VICINITY MAP 1" = 2000' HDR CURB 6' HEADER CURB Parcel B serves residential purposes. HP HIGH POINT VIRGINIA DEPA TMENT OF TRANSPORTATION HTR. HEATER 2. PARCEL A PARCEL B ST UNION DISTRICT IPF IRON PIPE FOUND Property Owner Contact: Mr. Ray Fadely Property Owner Contact: Mr. Blaine Wilson REV 7/95 " IPS IRON PIPE SET Volley Concrete Walls, Inc. Wilson Properties, LLC 100 0 100 300 INV INVERT 225 Caldwell Lane 3076 E. Shawnee Drive GENERAL NOTES FOR ENTRANCE PLANS LP LOW POINT Winchester, VA 22602 Telephone: 540-662-4266 Winchester, VA 22602 Telephone: 540-662-1903 LT, LIGHT VDOT GENERAL NOTES: MLP METAL LIGHT POLE 3. Engineer/Landscape Architect: Contact: Mr. John Lewis MPD MULTI -PRODUCT DISPENSER PAINTER-LEWIS, P.L.C. V1. ALL WORK ON THIS PROJECT THE VIRGINIA SHALL CONFORM TO THE LATEST DEPARTMENT OF TRANSPORTATION S C Q l e 1 - 100 - t MB MAIL BOX 302 South Braddock Street, Suite 200 EDITIONS OF MH MANHOLE Winchester, Virginia 22601 Telephone: (540) 662-5792 (VDOT) ROAD AND BRIDE SPECIFICATIONS, AND STANDARDS, MSP METAL SIGN POST THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS NDC NOSE DOWN CURB 4 Property boundary and topographic information shown on these plans was taken from available information. No field survey AND ANY -OTHER STATE FEDERAL OR LOCAL REGULATIONS P./.N. 64F- 1-4 N.P.S. NO PARKING SIGN work was performed to confirm the existing features shown on the Site Pion. APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF HERMAN Rf/BENSTE/N NRT NO RIGHT TURN THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST NTS NOT TO SCALE 5. Site Data: STRINGENT SHALL GOVERN. USE.'CO/iiiMERC/AL ❑HE OVERHEAD ELECTRIC Parcel Area: Total= 3.45 acres OHT OVERHEAD TELEPHONE Zoning: M-1 V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. P./.N. 64-((5))-1 ZONED. -MI P1V POST INDICATOR VALVE Use Parcel A: PIN# 64-A-39C: 1.4 acres DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH LEON W LARGENT PL PROPERTY LINE Office Space ADMINISTRATION AND V PP POWER POLE P SH RULES & REGULATIONS. USE -VACANT Q�Ji PVMT PAVEMENT Front Yard Setback: Required - 75' Provided - 82'+ RCP REINFORCED CONCRETE PIPE Rear Yard Setback: Required - 25' Provided -165'+ V3. WHEN WORKING ON VDOTRIGHT . OF WAY, ALL TRAFFICZONED-RA , RD ROOF DRAIN Side Yard Setback: Required - 25' Provided - 36'+ CONTROL, WHETHER PERMANENT THE OR TEMPORARY, SHALL BE IN CURRENT EDITION OF THE VDOT'S WORK RED. REDUCER Maximum BuildingACCORDANCE WITH Height: Allowed - 60' Proposed -1 2' Hei g P R.O. ROCK OUTCROP Maximum FAR: Allowed - 1.0 AREA PROTECTION MANUAL, SAN. SANITARY Proposed Total Floor Area = 1,000 sf = 0.0164 FAR CONTROL FLAGGERS MU STD STANDARD VDOT'S JANUARY, 1994 FURTHERMORE, ALL TRAFFIC P./.N 64F-7-3 GG T BE CERTIFIED IN ACCORDANCE WITH n ®� DegonAIR DEVELOPMENT, LTD. (OR LATEST EDITION OF) ROAD & 1 T.B.D. TO BE DEMOLISHED Use: Parcel B: PIN# 64-A-39: 2.05 acres BRIDGE SPECIFICATIONS, SECTION 104.04-C. 1 USE.COMMERC/AL T.B.R. TO BE REMOVED Office Space �® T.B,P. TO BE PRESERVED Front Yard Setback: Required - 75' Provided - 80'+ V4. DESIGN FEATURES RELATING `�� ZONED. •MI TO CONSTRUCTION OR TO �0 TB THRUST BLOCK Rear Yard Setback: Required - 25' Provided -42'+(existing bldg,) REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE TC TOP OF CURB Side Yard Setback: Required - 25' Provided - 3'+(existing bldg.) SUBJECT TO CHANGE As TEL. TELEPHONE Maximum Building Height: Allowed - 60' Proposed -32' TRB TELEPHONE RISER BOX Maximum FAR: Allowed - 1.0 V5. PRIOR TO INITIATION OF DEEMED NECESSARY BY VDOT. /��Q Q \ / WORK, CONTRACTOR SHALL BE P.I.N.. 64-((5))- 1A TVRB TELEVISION RISER BOX Proposed Total Floor Area = 12,000 sf = 0.1344 FAR RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE TYP TYPICAL W/NCHESTE"R REGIONAL AIRPORT UGE UNDERGROUND ELECTRIC PERMITS FOR ANY WORKON VDOT RIGHT OF WAY. , 6. Environmental Features: Parcel A and Parcel B USE -VACANT ® XFMR ELECTRIC TRANSFORMER Wetlands - Some wetlands indicator plants and soils have been identified on the property. The areas of potential V6. IF REQUIRED THE LOCAL WL WATERLINE VDOT RESIDENCY OFFICE, A P./.N 64F->-2 wetlands ore located near the proposed storm water management pond. The amount of contiguous wetlands area is not P P g p g TI WM WATER METER significant. PRECDNSTRUCTION CONFERENCE WPP WOOD POWER POLE g BY THE ENGINEER AND/OR MUST BE ARRANGED AND HELD ZONED.'RA DATALUX CORPOR,4T/ON DEVELOPER WITH THE ATTENDANCE ® USE.•COMMERC/AL Flood plains - No flood plain has been identified on the site. WSP WOOD SIGN POST OF THE CONTRACTOR, VARIOUS Sinkholes - No sinkholes hove been identified on this site. COUNTY AGENCIES, UTILITY 6j WTP WOOD TELEPHONE POLE COMPANIES AND VDOT Steep Slopes - Steep slopes are defined by the Frederick County Code as slopes exceeding 15%. The area of steep WV WATER VALVE PRIOR TO INITIATION OF WORK. ZONED.'M1 �Q Z slopes allowed by the code to be disturbed is 25%. No steep slopes have been identified on the site. V7. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY 5'R RADIUS IN FEET Woodlands - Woodlands ore generally defined by the Frederick County Code as including largely mature trees in OFFICE WHEN "WORK IS To BEGIN OR CEASE FOR ANY x00.00 PROPOSED SPOT ELEVATIONI groves greater than 1/4 acre. Approximately 0.41 acres of woodlands have been identified on the site. The proposed construction will UNDETERMINED LENGTH SPOT ELEVATION OF TIME. VDOT WILL ALSO REQUIRE x(00.00) EXISTING disturb approximately 25 % or 0.10 acres Corridor Easement. 48 HOURS' NOTICE FOR ANY INSPECTION. GF, 7 Storm water management for Portal A and Parcel B is addressed in a report by Pointer -Lewis, P.L.C. titled P. /. N.64- ,39A ((A,)- V8. THE CONTRATOR WILL BE "STORM WATER MANAGEMENT REPORT", WILSON PROPERTY AT THE AIRPORT, dated September 15, 1999. RESPONSIBLE FOR MAINTAINING W/NCNf_STER REGIONAL A&'ORT ADEQUATE. ACCESS TO PUBLIC ROADWAY THROUGH THE PROJECT FROM THE ADJACENT USE.•VACANT CONSTRUCTION AND MAINTENANCE OF �\ �\ 8. Parking Space Requirements: A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE ZONED. •VI Parcel A: VIRGINIA EROSION & SEDIMENT FCSA CONSTRUCTION NOTES Property Line Setback: Required - J' Provided - 30'+ CONTROL HANDBOOK, SEC 3.02. O / ✓� '� Right-of-woy Setback: Required - 25' Provided - 30'+ FURTHERMORE, ACCESS 1. Water lines to be in THIS PROJECT SHALL B_ TO OTHER'PROPERTIES AFFECTED BY MAINTAINED THROUGH CONSTRUCTION. and sewer are constructed Office space - 1,000 sf Required - 1 space per 250 sf = 4 spaces accordance with these plans. The lines shall additionally Total spaces required = 4 Provided - 5 spaces including 1 ADA space �121 meet all requirements of the Frederick Coun-ty Sanitation Parcel B: V9. CONTRACTOR SHALL ENSURE Authority. ADEQUATE DRAINAGE IS ACHIEVED] Property Line Setback: Required - 5' Provided - 15'+ AND MAINTAINED ON THE SITE DURING AND AT THE END OF/.N. 64-((A»- 39� Qe Right-of-way Setback: Required - 25' Provided - 28'+ CONSTRUCTION, 2. The contractor shot[ coordinate with, and arrange for Offices ace - 12,000 sf Required - 1 space per 250 sf = 48 spaces P q P P P o o C ESTER REGIONAL A/RPO o. \ P.I N 64F-1- 7 inspection b the Authority, P Y- y Total spaces required = 50 Provided - 50 spaces including 2 ADA space V10. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED o USE -VACANT \y GEORGE L. HENZEL Loading Space Requirements: Required - 1 space per 40,000 sf = 0 spaces VDOT RIGHT OF WAY ARE 3 Exact locations of water and sewer services on new TO HAVE A MINIMUM 36" COVER AND, o ONED.M1 0 USE.•COMMERC/AL WHEN POSSIBLE, TO BE INSTALLED UNDER ROADWAY DRAINAGE � � tines are to be coordinated with the Authority's inspector 9. Handicap Accessibility: Parcel A and Parcel B FACILITIES. 1) 6 ZONED.'M1 PIN. 64-I✓ (A//-%9 HC parking spaces shall hove a maximum slope of 1:50. 0 4 The Sanitation Authority maintenance department is HC ramps on the site shall have detectable warning surface per ADAAG 4.7 and 4.29. V11. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING W/NCHESTER REGIONAL AIRPORT responsible for the installation of water meters Before a HC romps off site shall be constructed r VDOT standards. P per THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY permanent meter is set, they require; 1)the frame and BROUGHT THE ATTENTION USE.COMMERC/AL THE ENGINEER AND VDOT. q cover to be properly aligned with its meter Ibox and yoke 10. BufferingRequirements: Parcel A and Parcel B q WORK SHALL CEASE IN SHALL THAT VICINITY UNTIL AN ADEQUATE ZONEO;•RA VI bar, The adjacent land to the north is the Airport Road right-of-way which requires, no buffer. DESIGN CAN BE DETERMINED 2)the frame and cover to be set to the final of BY THE ENGINEER AND APPROVED grade The adjacent land to the, west and south is zoned M1 which requires no buffer. BY VDOT. the lot; The adjacent land to the east is zoned RA and is vacant which requires no buffer. 3)the distance between the top of the coveir and the V12. ALL UNDERCUT AREAS AND bar be between 18 and 21 inches; BORROW MATERIAL SHALL BE \ �- FINAL SITE PLANyoke 11. Signage: All signoge will conform to the standards in Section 165-30 of the INSPECTED AND APPROVED 4)all components of the meter box assembly to be in BY VDOT INSPECTOR PRIOR TO X APPROVED Frederick County Zoning Ordinance. proper- working order. PLACEMENT OF FILL. IT IS THE DEVELOPER'S/ CONTRACTOR'S RESPONSIBILITY TO 12. Lighting: No outdoor lighting is proposed. 9 9� g g P P -' "Q"- DATA' HAVE THE METER BOX ASSEMBLY INSTALLED CI❑RRECTLY. V13. ALL ROADWAY FILL, BASE, SUBSURFACE MATERIAL AND Safe P/G0AA # //-(>D 13. Trash Receptacles: No trash receptacles ore proposed. BACKFILL OF UTILITY/STORM SEWER TRENCHES SHALL BE 5 For water and sewer services that connect to existing COMPACTED IN 6' LIFTS TO 95% OF THEORETICAL MAXIMUM lines VDOT SUBSEQUENT SPECIAL PROVISIONS DENSITY AS DETERMINEC BY AASHTO T-99 METHOD A, WITHIN A. The locotion of the service lateral is to ve PLUS OR MINUS 2% OF OPTIMUM MOISTURE FOR THE FULL LIST OF DRAWINGS: coordinated with the Authority's engineering assistant. An WIDTH OF ANY DEDICAT 1. All patches ore to be replaced in accordance with the following regulations and as shown on Figure 1. D STREET RIGHT-OF-WAY. AT THE application for service must be made and fees paid before DIRECTION OF VDOT INSPECTOR DENSITY TESTS PERFORMED BY work witl begin. A QUALIFIED INDEPENDE 2• The permittee will be required to replace the surface and boss of the roads included under this permit in accordance with the Roads T AGENCY SHALL BE CONDUCTED AS B. The Authority shall furnish and install all 5/8', 3/4°, y and Bridge Specifications and this Special Provision. REQUIRED IN THE VDOT 1' ROAD AND BRIDGE SPECIFICATIONS. SHT. 1 /3: COVER SHEET AND GENERAL NOTES and water services. A COPY'OF ALL TESTS 3HALL BE SUBMITTED TO VDOT PRIOR C For 11/2' and 2' water services, the Autlhority shall TO FINAL VDOT APPROVAL. Backfill material shall include a minimum of four (4") inches bedding materials (sand or #57 stone). The balance of the backfill shall make the to and bring thepiping3. P 9 to the property line. The contractor is to (Furnish and be approved soil compacted to the bottom of subbase layer (Type 1, Size 21A or 21B). The entire backfill shall be free from wood, P P SHT. 2/3: SITE PLAN Y V14. VDOT STANDARD CD AN instatl the meter vault assemblydecaying material, asphalt, concrete, ice, frost, large clods, stones and debris. UO UNDERDRAINS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND FURTHER WHERE SHT. 3/3: CONSTRUCTION PROFILES AND DETAILS The Authority will install the meter. DETERMINED NECESSARY D The Authority will install all sewer laterals 4. Backfill material shall be compacted to a minimum of 95% of the theoretical maximum density at optimum moisture content, as BY VDOT INSPECTOR. determined by VDOT testing procedures, use mechanical tamping throughout the depth of the trench in six (6") inch layers to insure that V15. THE INSTALLATION OF ANY Wh isting water main is tapped for the adequate support is provided for the subbase layer (Type I, Size 21A or 21B). ENTRANCES AND MAILBOXES WITHIN � 0 ANY DEDICATED STREET 6 anon tine RIGHT-OF-WAY SHALL MEET VDOT ofa new MINIMUM DESIGN STANDARDS mA The ake the Authority shalt furnish all labor and materials to 5. It shall be the option of the Resident Engineer to request and review the backfill compaction test results and/or authorize on inspector to monitor the compaction. RESPONSIBILITY. P P AND IS THE -DEVELOPER'S ® t,_ �� j�4 M. RETES COURSE st>s�Ac� cote �c�•c�® $ 1 �� B The developer/contractor must: (1) make o for IF'�tC�l Il aaNc�Te RACE TYPE(5M), J6JH1UxC�1r61IS pplieotion the tap. (2) V16. IF REQUIRED BY THE LO deposit (before work begins;); (3) mark 6- Cuts in Surface Course (SM) Asphalt Concrete Bose (BM) be with ten (10") inches Type I, Size 21A AL VDOT RESIDENCY OFFICE, COPIES CJ e pay roads with and shall replaced of OF ALL INVOICES FOR MATERIALS WITHIN ANY DEDICATED ZONING ADMINISTRATOR DATE the locution of the topi (4) make final a ment or 218 a re ate compacted to 100 percent of the theoretical maximum density at optimum moisture content covering the entire trench P payment aggregate P P Y p g STREET RIGHT-OF-WAY MUST 'BE PROVIDED TO THE VDOT -- d whee) the work is completed. P width in addition to bench of six (6") inches from all sides, this layer shall serve as subbase. An Asphalt Concrete boss course (BM) of INSPECTOR PRIOR TO A inch thickness the thickness, be the A /�\ (moo Pion r1� 01Z CEPTANCE .OF WORK. UNIT AND TOTAL A U i tI�J V LS `� Q. 021621 "ITINOPAY'VA 4. six (6") minimum or match existing base shall placed over subbase. surface asphalt concrete The contractor shall tie-in a new line to tan existing PRICES MAY BE OBSCURED. g course of a minimum of 1.5" (SM) shall be placed on top of the base (BM) covering the trench width. The asphalt concrete surface course manhole loy drilling the - 0 E p p�p n00 //�� fil�r�,� z� - IJ-'RO ll� ��n COUNTY, 9 �% �U UL�.]�UV� � x'Cif core manhole. II I higher(1/8"-1/4")h i i rf r v' m r in h existing rf shall be slightly ghe than the existing ng surface to provide ide a smooth grade to the st g su ace. V17. PRIOR TO ACCEPTANCE BY VDOT OF ANY STREETS, ANY I .................. ..:..,. ...... ;; .� ..� ....,. ASeliAll a~o�Cl1�ABDDo3UFsE .!�t (EM)WN Type,(BNO SITE PLAN EXPIRES FIVE(5) YEARS FROM DATE OF APPROVAL OPAL E� R Ar-y spa :er aervice line must have a double check valve REQUIRED STREET SIGN GE AND/OR PAVEMENT MARKINGS MUST "'" "" ""' v �' or PPZ back flow prevention assembly, as rec uired, 7. Cuts in surface treated roads with aggregate base course shall be replaced with the some layers as roads with asphalt base (BM) except BE INSTALLED BY THE DEVELOPER P Y q layer four inches DESCRETION, BY VDOT OR, AT VDOT'S ^`--�-- TYPE ISIZE 21 &O 8AG AN ACCOUNT RECEIVABLE BASIS. r w sta'olnd The assembl shall meet ASSE standlard NO. 1015 the subbase layer (Type I, Size 21A) is reduced to six (6") inches and the (BM) to (4") but still keeping a six inch bench. Y N CDtvahAGfiI:D1�au to +LDEdvSlev The surface course shall be a surface treatment matching the existing surface. -„ 1f)1S A remote readout is required. 9 g 2tA'OR81KI9la; ATOSri[WMM�OIS UM00 fE�i+l•T A" �jre Ilres shall have a detector double check valve 8. The cut to be backfilled shall be made as dry as practicable at the time of backfilling by pumping, boiling, draining, or other approved k,ca_I aInw prWvention assembly or a RPZ back{ flow dewotering methods. SS.ECTMATE4tflAC BIeNCH ; pe E v€ otion (assembly as required. The assembly shall meet ei'l' 1 ' orfdord NO. 1048 or 1047. A remote readout is 9. All cuts sides shall be trimmed to neat straight lines and a tack coot shall be applied at a rate of 0.05 - 0.15 gallon per square yard of TYPE ICSA30 APR DSOILORSELEcT1vIaT8RlAfl BACKFILL _ TrYM1,, R31)COMPAG' OTO05% OPTIMUM MOISTURE � � ��� � �� � � \1��� � � � � ti q, <,r P J RC-250 pr CAE-2 before placing the plant mix. CKAAXX / u \ CONDITIONS PER REZONING: 1DENSITYAT PROFFERS o ❑ ❑ 10. Replacement of pavement shall be from edge of pavement to edge of pavement except when individual cuts are mode and not__�'Ip. _ti c 302 South Braddock Street, quite 2Ui) coveringthe entire width of the pavement. MonetaryContribution to Frederick P Count Service Organizations: - The ower will pay or cause to be paidtothe Treasurer of®� ��-" sAlv>�Ol2rt0•szseBAa BEDDING "� Winchester, Virginia 22601 1 1 . Placement of all Asphalt Concrete and surface treated courses shall be rolled where possible with a unit having a manufacturer's Frederick County the sure a f 37,074.77 for impacts to fire and - 4A„N. TRENCH WIDTH TO SUPPORT rating of ten (10) tons, and rolled until the aggregate is keyed into the bitumen. Where rolling is not possible, a mechanical tamp will be rescue services. This sum will be paid upon receipt of a building O.D,¢24>(A) TOENCHBOX I I used. In all cuts stone is to be placed in the trench doily up to a maximum length of 500 feet, at which time the pavement shall be permit for the first structure to be constructed on the subject Telephone (54.0)662- 5 792 covered with a temporary or permanent asphalt patch. If conditions, the contractor shall provide and maintain a base course that is parcels. P Y P P P P °FOR PIPE LESS HANITTHE TRENCH WbTHMAY 13EWMAkIMUM. SEE l B•t DA0 AND BRIDGE STANDARDS d Facsimile (S =I 0) 6 6 G 5 7 �? � OLUt+ EIII acceptable to the VDOT until such time as the appropriate avement patch can be applied and completion of the installation of the as, (Rezoning Application 012 PP P PP P 9 ( 9 PP # 98, approved on October 26, 1998. PP >� sewer, and water lines, contractor shall restore pavement in the manner prescribed on the VOOT permit within (10) days. CUT REPLACEMENT IN ROADS WITH ASPHALT CONCRETE BASE GIRD SURFACE JOB NO. 990802`-' �i 12. Contractor will be responsible for any depression grater than 1/4" that occurs within three years of completion of patching. 02SEP99 Correction shall consist of milling and replacing 1.5" of surface course mix (SM). Ii �'V� � `` ��' T ��®O �'- ��F�opM�Nr GRADE EMERGENCY 40 0 40 120 SPILLWAYN INTO POND BERM LENGTH = 40' ELEVATION = 706.80 Scale 1" 40 f t 01.2� CMP - . IN I O 6. " NV. N = 705.10 INV. OUT 705.00 / ar I INSTALL PERMANENT CULVERT INLET PROTECTION STONE rt' BERM -SEE DETAIL THIS SHEET / % /� -��• EX. WETLANDS-2550 *S, P. /. N. 64- ((5))-1 i / / ��( s A LEON W LARGENT US,C-VACANT ZONED.•RA 10 W/LS( 1 ^'' SF TO Mu -- CONTRACTOR (TO FI ' IZE , LOCATION AN?, SIZE OF w / h LIFT STATION PER O*NER. I Q� / 0' SEE CONSTRUCTION TE 14. 11 / 414 TURNDOWN SIDEWALK R. 4 3 10 9 n 1 � r P. /. N. 64- A .39 40'-� / ) (( ))- / W/NCHESTER REGIONAL AIRPORT ®1.00X 13" CMPA i " �E E 4 APPROX. LOCATION OF / USES .'VACANT INV. IN =71 1.0 • ��• CORP. 1/ 4. EXISTING ENTRANCE ZON£D'VI INV. OUT 710.6 .� 5'R ' L _. PR. 2"0 SCH 40 PVC FM, 1 METE 13. 17 INSTALL GENERALLY AS SHOWN 8" X 6" REDUCER � PER FCSA SPECIFICATIONS. FH ASSY. FROM CENTER OFF FH / S� 1" CORP. STOP 40' TAPER TO 24' SECTION \ _ ( STANDARD VDOT CG- 7SE DETAIL CE THIS / SHEP \ 20' ATER ESMT. / 8"0 WAT R LINE \ 5'R / `34 / 40'-17"X1 CMPA O 1.00 INV. 1 -709.8 \ INV. UT = 709.4 TAP BY F.C.SA. \ A � EX. �X, T,4P EX. TAP TO BE ABANDONED ` PER FCSA REO'S \ [FCSA TO GET METER] DSO x P. /. N. 64-((A))-79 W/NCHESTER REGIONAL AIRPORT \ USE.• COUYERCIAL ZONED. -RA 0, 64S % . a ALL PROPOSED UTILITIES FOR THIS SITE ARE TO BE PLACED UNDERGROUND SEE SHEET 3 FOR ENTRANCE ROAD CONFIGURATION '�� ADJUST THE GRADES OF THE ENTRANCE TO MATCH EXISTING PAVEMENT AND TO PROVIDE 12" MINIMUW COVER OVER PROPOSED ENTRANCE CULVERT. APPROX. LOC+ATION OF EXISTING ENTIRANCE TRAFFIC IMPACT ® AIRPORT ROAD DATA SOURCE: ITE MANUAL, SIXTH EDITIION PARCEL A LAND USE: 710 GENERAL OFFICE PROPOSED GFA = 1,000 SF TRIPS BASED ON 1000 SF GFA: WEEKDAY: 11.01 TRIPS AM PEAK HOUR: 1.56 TRIPS PM PEAK HOUR: 1.49 TRIPS PARCEL B 710 GENERAL OFFICE PROPOSED GFA = 12,000 SF TRIPS BASED ON 1000 SF GFA: WEEKDAY: 11.01 X 12 = 132.12 TRIPS AM PEAK HOUR: 1.56 X 12 = 18.72 TRIPS PM PEAK HOUR: 1.49 X 12 = 17.88 TRIPS TOTAL FOR BOTH PARCELS: WEEKDAY: 11.01 + 132.12 =143.1 3 TRIPS AM PEAK HOUR: 1.56 + 18.72 =20.28 TRIPS PM PEAK HOUR: 1.49 + 17.88 = 19.317 TRIPS FCSA TO MAKE TAP - -1 AND INSTALL LATERAL \ TO PROPERTY LINE STANDARD VDOT CG-11 ENTRANCE gticF TTFo \ 4s , � S'OF x q�,IgTI p � �1�� Ch'T A/ QISTq� F � D ,rpycF APPROX. LOCATION EXISTING ENTRANCE . P./. N. 64F-1-4 PR. 6* BOARD FENCE HERVAN RUBENSTEIN USE.'COMVERCIAL ZONED.'V 1 ------- 716L - _ - 55' STORM WATER ESWT __ �s. FLOW SLOPE=0.00% CULVERT ID. L W D STONE d50 MSD POND OUTLET 10 12 12 0.5 CULVERT EROSION CONTROL DETAIL NOT TO SCALE USE: STORAGE PROPOSED ADDITIONS TO EX. BUILDING AREA - 2250 SF+/- ? P. /. N. 64F- 1- J e DeBonA/R DEVEL OPMI-NT, L TD. US£.•COVMERC/AL \� ZONED.'MI NOODLANOS V41CRES �v� 1 ryh \ -red P. /. N 64F-1-2 DATAL UX CORPORAT/ON USE.'COMM£RC/AL ZONED. M1 APPROXIMATE LOCATION OF EXISTING LIFT STATION. SEE CONSTRUCTION NOTE 14. 1 G \ EMOVE EX. SHED r 2 40 PVC FM STALL H FM FROM EXISTING �4� / f FT STATION TO EXISTING GENERALLY AS SHOWN. O Q 4.6 • ROVIDE CHECK VALVE. SEE DETAIL THIS SHEET P� COUNTY INSPECTION DEPARTMENT TO INSPECT INSTALLATION OF �1 NEW 2' FORCE MAIN 9� S 714L- FIEL IT S/W kEO'D P.I.N. 64F-1- 1 '5' B L GEORGE L. HENZEL USE.-COMMERC/AL r NDOWN I SW(Tj) ZON£D.'M7 HATCHED AREA INDICATES PRIME & SEAL PVMT. \ 2" CHECK VALVE INSTALL ELBOW AS REO'D SANITARY SEWER FORCE MAIN DETAIL NOT TO SCALE 1 EROSION & SEDIMENT CONTROL KEY / ENCHMARK: \ MARKER ELEV - 712.10 PROXIMATE TREELINE EX. * H � APPROX. LOCATION OF EXISTING ENTRANCE 3.02 TEMPORARY STONE CONSTRUCTION (;E ENTRANCE ' X k- 3.05 SILT FENCE CULVERT INLET PROTECTION PRO -SILT FENCE 3.08 CULVERT INLET PROTECTION -ROCK DAM GIP 3.18 OUTLET PROTECTION - am 3.30 TOPSOILING TO 3.31 TEMPORARY SEEDING TS 3.32 PERMANENT SEEDING pS 3.35 MULCHING MU A VIEW LOOKING UPSTREAM NOTE. EXTEND ROCK DAM TO BERM OF SEDIMENT POND AND MATCH BERM ELEVATION TO PREVENT FLOW AROUND DAM. - -- ri eC¢ I PIP PAP SECTION A -A CULVERT INLET PROTECTION ROCK DAM EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT STEEL OR WOOD POST ..0000 10 FT MAX SPACING WITH _.__�-------- WARE SUPPORT FENCE 6 FT MAX SPACING WITHOUT WIRE SUPPORT FENCE PONDING HT. PUNUING H►. STEEL OR FILTER FABRIC WO,Q0 POST ATTACH SECURELY 36 hi1GH MAX TO UPSTREAM UNOFF SIDE OF POST. Rf_._ _4 RUNOFF ��yy ITORAGpDHTD) ����► � 3:�t r.: 12" MIN. 12" MIN •• 4%6" TRENCH GRAVEL WITH COMPACTED BACKFILL STANDARD DETAIL ALTERNATE DETAIL TRENCH WITH NATIVE BACKFILL NOTE: 1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY, DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% EXISTLN��A TRENCH WITH GRAVEL SILT FENCE 2 % OR GREATER SECTION A - A NOTE: SPILLWAY USE DRAGS. STRAW BALES SEDIMENT BARRIER OR HER APPROVED METHODS (STRAW BALE TYPE SHOWN) TO HANNELIZE RUNOFF TO BASIN \ AS ►REQUIRED. SUPPLY WATER TO WASH \ I WHEELS IF NECESSARY. I I O `�� FLOW FLOW � i I 0- A ' I� A WASHRACK 2"-3" COURSE N tY O AGGREGATE MIN. 6� K Z � I O � II Z 1 DIVERSION RIDGE In X w 0* MIN. -- PLAN NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS - OF -WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT QF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 3. WHEN WASHING IS REQUIRED. IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. 4. INSTALL CATTLE GUARD(WASHRACK). TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT d -, �IV) m V) W Lu Z Q. Z ti 'ICE v W � w o U L` W 0 L Q • "� U Z J J Q � WW oc 0. °- T o 0O oU as v pOZMW& La c� Z o -� 3 W � 3 I LJ -3 0 /A O V� a cm) ■ J° O N • v �- O . N N 01 M Qt N � Lo � a► +' I N I N Wv o' O O J o 70 O m W _ y _c rn O U Q► 0 U L° ZN� O t_ M Q a ��,TH 0 cl J N C. L WIS Ao� ��� G 31ONAL DATE: SURVEY: 1 1 /18/99 AERIAL PDS SCALE: DRAWN: 1 "=40' PLC C.I.: JOB NO.: 2' 9908023 DWG: SHEET: BASE.DWG 2/3 715 710 705 PROPOSED GRADE [EXISTING (GRADE 7140'-17'XI 3' CMPA @ 1,00% ¢� v `n o � U U � > UI > z o 0 CD o 0 cU v + + + 10+00 11+00 AIRPORT ROAD ENTIRANCE CULVERT PROFILE SCALE HORIZONTAL V = 50'i VERTICAL: 1' = 5' 715 710 705 I PROPOSED QRADE EXISTING GRAD•"_ 8' WL 40'-17'XI3' CMPA @ 1.00% ¢CA to U n Q n > UI > Z o z 0 0 CDru C. v + + + 10+00 11 +00 PARKING LOT ENTRANCE CULVERT PROFILE SCALE HORIZONTAL P = 50'i VERTICAL: 1' = 5' D VAN ACCESSIBLE SIGN-\ f- 12' x 18' STND. END OF STALL - RESORVED RESEkVED STRIPE OR CURBING PARKING PARKING f- WHITE PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLANS. STND. U-CHANNEL POST I (,--%I WHITE SYMBOL PER ADA VAN Z ON SOLID BLUE BACKGROUND ACCESSIBLE 2 WHITE PAVEMENT MARKING, 4" WIDTH, 2' CC; 45' ANGLE NµTY ritoo-too PENµ Tv s/oo-too UJ a Taw-AWAIV ZaIIE TOW-AWAv ZONE OR 5• NOTE: VAN HC ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBLE SIGN ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. SIGN -PROP GROUND PAINT, NO-REFLECTORIZED, ACRYLIC LATEX TYPE 442XX TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLrIE KY OR EQUAL SIGNS MAY BE PLACED ON BUILDINGS WITH CONSENT FROM BUILDING INSPECTOR PARKING LOT STRIPING DETAIL NOT TO SCALE q�• � � � e sp, e� s 4" CRUSHED STONE (3000 PSI) 4" CONC 6x6xW1,4xW1.4 WWF (1.5" Min, CLEAR) ENTRANCE WALK DETAIL NOT TO SCALE i i 4'-6" AS SHOWN ON PLANS) PAVEMENT - r 0 10" TURNDOWN 4' CRUSHED STONE (3000 PSI) 4" CONC 6x6xW1.4xW1.4 WWF (1.5' Min. CLEAR) TURNDOWN SIDEWALK DETAIL NOT TO SCALE 715 710 705 EXISTING GRADE PROPOSED ,GRADE 48' MIN, ❑VER(TYP) EX. 12' WL 254'+/-8• SDR 21 PVC WATERLINE z a Z (6 0 J aQ f Z w x Q w �- ❑ z Q � U a A a: w Z U W p >_ U V o o a Q c 1f1 + f- + 10+00 PROPOSED GR TEMPORARY P AT END OFI 715 710 705 �i 11 +00 12+00 13+00 WATERLINE PROFILE SCALE HORIZONTAL V = 50'i VERTICAL 1' = 5' r� Mtn 3•� Petmissote consrructln Joint :ADED END AND CAP Pot Unit cc -It - - T - T - - Pay tine Cal )R 6" RISER (LENGTH VARIES) va, t,Imh o00 Sfde,.at oeo S1pM•at Spocy ayaf.W MIA 1 4 X 4 WYE OR .o.0 0 0 6 X 4 WYE SANITARY LATERAL RADIAL PLAN 5 4 Boris a I? c-C Concrdc W; Cover FLOW LVE BOX DETAIL STANDARD POLYETHYLENE RISER WITH CAST IRON LID (OR EQUAL) SANITARY LATERAL CLEANOUT DETAIL NOT TO SCALE A CONSTRUCTION NOTES 1. The existing utilities shown on these plans are based on available information. The CONTRACTOR shall be responsible for determining the exact location of all utilities before commencing work and for any damages which occur by the failure to locate and preserve these utilities. If the CONTRACTOR should encounter utilities other than those shown on these plans, the CONTRACTOR shall immediately notify the engineer and take the necessary and proper steps to protect the facility and assure the continuance of service. 2. The CONTRACTOR shall have approved construction drawings prior to the start of construction. At least one copy of approved plans and revisions shall be kept on -site at all times. 3. Cut and fill slopes shall not exceed 2-horizontal to 1-vertical unless otherwise called for on the plans. 4. Controlled Fills: A. Controlled compacting shall occur in all fill sections for pavement, trenches for utilities and in other areas as designated on the plans. B. Controlled fills shall be compacted to 98% density as determined by methods per standard proctor ASTM D 698. Density shall be verified by a qualified soils engineer. C. Controlled fills shall be compacted in, 8 inch lifts (loose thickness) to the specified density, beginning from the existing ground surface, unless otherwise approved in writing by a qualified soils engineer. D. The surfaces directly beneath areas to receive controlled fill are to be cleared, grubbed, and stripped of topsoil. The area is then to be scarified and compacted to a depth of 6 inches to the some density as the controlled fill to be placed thereon. E. Fill material shall be taken from applroved borrow areas. It shall be clean soil, free of roots, woody vegetation, oversized w L,) Z Z w 0 w V) 0 a 0 n- ROUTE 645 - AIRPORT ROAD ENTRANCE TAPER DETAIL stones, rocks, sandy soil, or other objectionable material. NOT TO SCALE 5. Blasting is not permitted within 25 feet of existing utilities without owner permission. 6. Storm sewer and pavement materials called for on the plans refer to standard VDOT designations. PRIME &DOUBLE SEAL 7. No soils report was furnished for the area of the right of way. 8" 21-8 6" 21-8 8. All radii indicate edge of grovel, edge of pavement or face of curb as applicable. - COMPACTED SUBGRADE COMPACTED SUBGRADE 9. The CONTRACTOR shall obtain a perrnit from VDOT for the work proposed in the rights -of -way. I I- 10. All disturbed R.O.W. monuments are to be replaced and verified by a certified land surveyor at the CONTRACTOR's expense. 1 1 . The DEVELOPER shall obtain permission from adjoining property owners prior to conducting any off site construction activities. N SITE PAVEMENT DETAILS NOT TO SCALE 12. The CONTRACTOR shall coordinate the relocation of the existing utilities with the appropriate utility company as necessary. SEE SITE PLAN FOR LIMITS OF PROPOSED PAVEMENT SECTIONS 13. The designated job benchmark is an existing USGS morker located in the Airport Road right-of-way The elevation is 712.10. PRIME COAT AND DOUBLE SEAL COAT TREATMENT: 14. Private pump stations to have ENVIRO ONE PUMPS. The County Inspection Department to approve and inspect the installation of the make and PRIME: y78 AGGREGATE o 25 LBS/SY WITH CRS-2 0 0.35 GAL/SY model of the pump. The pumps for this project shall be submersible, 2 HP, 3450 RPM pumps operating at 230 volts and capable of delivering INITIAL SEAL: #78 AGGREGATE 0 25 LBS/SY WITH CRS-2 O 0.30 GAL/SY 15 USGPM against a total head Of 80 feet. FINAL SEAL: p8 AGGREGATE 0 20 LBS/SY WITH CRS-2 0 0.30 GAL/SY 15. Fire lanes and striping shall be deleted as directed by the Frederick County Fire Marshal T opr cub h/pn doYn to 0 r 'IV'pdr, rr Pq Uro cantlnn Or full A00111' txi-1? o (/ere al•WICO&L L� Y!N it Bars a I?"•o•o. e CdC/Ie CavM 1 I�' oo•o•o•a. • o . o. e. o. e o Td. J- Min.�o var,widrh Sldarart • . or Stoewets Spoor o• o. e" o. e• o Cansrrucrla Joln Pay Unto CG 6 if IYPtCAL ALTERNATE RADIAL PLAN 2k FAR USE AT APPLICA&S STREET CONNECTIONS AND COMMERCIAL *For CannrNa Entrance ENTRANCES. !Heavy Trutt Tram. Anticipated I see Stanlad CV-13 treet POJiO d- _ J Pefmrssodr Mln - Const"vio robe 'i a i T I-q ",� B Var,101h Side -Of l or SpaoeUt 6• �� O� rt •eo.o ooc°oco16 . o. �•' �• C 00 o•o° o� o. 0 0.0o c o' o; Slgoe JPd 4a.1mAn t A -- TANGENT PI.A^ 6.a ISLMET RK vl£w • T Nitre Srd. CC 3 CV-7 Is used. NOTES . �' $lde.t•tsn Area '4'1J Ile eJNaVm CWD fORW IMtY to OC loss A 3 CrCrere (Class A-4 If plecosrl with s/Ipresislont /ntegna ® (..itn r .!,hour buffer s(rlpi r l0 to aelecTobls war him Ju roce m-erinq fir entire width ve Ire romp 7'or Flow Italy ray be 6• a Ito dot's recast or cos( In proce:. Tre detoclore wet Nag troll be provided A on eAposed opanepNe Sra.CG P I- 7 4' f/Nsn Rasp snot' nor e.ceed a MAI^^ trope of 1Pd. of CG 6 8.33. Ma - - - Flared sloes curb romo to be poured mororlrNCWly with romp It" a ty using pr- c. • * {� Mssore comsrr coon /dry .urn raq d,od bons. J 0 romp floor is yerosl.wes aver be provider! Lr dMeNbrs so It& adjoining Flared sloes Con, be cost In pace drr 0.0, O'Som rep fter.Precosy concrete stilt to class A•4, SECTION A -A This Item that, be Reavlred bars are to be Na 5 A 6' plae-ed r cent t0 avrr Gong born sloes Or Ire romp ywasi or cast In prose I100r, 0110•dep►h of raffia floor. Nlrdrwm Concrete Crier I '5 e' Bars r I, -cc Curb lomps will be meoswed and paid tar OF Ire corarocr OVI pricw to, hWtMNC Cemarr, PurrlEasorla Consrr titan Concrete Sldeveoit ono £ADWOOF oppvepore sidewolt, cowitilre/noon. SNP• !Par MOAlwkrih Jdnt CurblOtirb and puffer stLpe IronsRloru ad jamw Ia onb rorps are InrJuded In watt nt Or Cub/curb oro palm. • y Wien used M conifunUlan with Slarstord CC-3 Or CC 7, Ile curb face on Iris Standard Is /'� 10 be adjuslad le AWfCh Iry mo nFoole C rb air/JquldloL SECTION lJn -13 fe) Arse!Obtrl ret.d. IS defined as a CDNIn AuS Curb Ramps ore to be MCOrod os shown on Irv, dons r as directed by Fla Enpiner. urll, connecting ctingaakoLces oro ship resistant a Trey are to be proYldea a Intersections wrave-el an occessom noure m within the r1pHd •�,� Uet'lJ d Fcposed opprepae slda.ett pa cvrne�etlrg al accesslre elements d o of of o Afprs.oy tuctnry classes o curb rgwdress of reffw slderolt Is t.isnng, 'S TreOrmay tertf width orsiop of, r sidewaes fOclyh fMr con be c,woocrbJ.entrad Old proposed a nonne.lslent. flat, may be off set trove !sd¢srfloh crws.ass as sna.n an tons space s leis Ilan 7 4, used by ppsay (fin nUWllry lffpalfineNs. OF as directed or the Engineer. bN s✓wro (tor be located brdro v4dVe slap I/ros. EAIJIJAP I" potes.flne ydrorrs•drop Intds,efc.wlif also affect, praeemient, CURB RAMP $ft"""°" wtr[Rfec£ (PERSONS WITH MOBILITY IMPAIRMENTS) stu 1!OJ09 VIRGINIA DE PART ME NT OF I RANS"r AT 10N 504 Revised 4 Pd93 2x(4 TOP RAIL 1w6 BOARD, FRONT & BACK 7' S TOE NAIL EA. tx6 2"R W,/2-8d(EA. RAIL)��� 2x(4 MID RAIL Q 6t : is 1 8'--4x4 POST 0 8' CC Ji A.4 The bottom of the curb and may be constructed parallel to the slope of sub- surface courses provided o 7"� 2--a" 2xc4 BOT. RAIL ATfTACH RAILS TO POST minimum depth of 7" is moiniotned Wf/3-10d(EA RAIL) 14 12'- DIA. POST HOLE, t� FILL W/CONC. �. y .'• 4J.• ALL LUMBER TO BIE PRESSURE TREATED YELLOW PINE NO 2. ALL HARDWARE TO) BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE ADJACENT PROPERTY. WHERE FENCE IS LOCATED ON PROPOSED RETAINING WALL, USE 3" DIA.. STEEL POSTS & ATTACH TO WALL WITH PL 1/2"x8"x8" ANID 4-3/4" DIA. x 6" HILTI BOLTS. CONSTRUCT (2) 4" GATES SIMILAR. PROVIDE GATE LATCH. PROPOSED FENCE DETAIL NOT TO SCALE This area may be concrete of the OPl ion of the cant roc for This curb shill Dr used when design When canbnabon mount" aarb mid arlW a speed is greater than 4o MPH an used, the Standard Entrance Greets or ltu+Aard Note Comb curb It O+►ar start, r roaus Rural highways and 45 MPH in Connection tar Street Intersections are to hrs of 300' or hiss (dnq 1 0 of coral shay developed Urban and Suburban the motlydoble curb conhgufotion incorporated be paid (or as radial cari•rtetian curb a areas. gutter When this siordord is to be tied i51a existing This hem may be precast or cost m place barrier ciab ele vOnsdton is to be made within 1W air hole Chelgt in slardads mode at regular ~•A Concrete to be Class A3 i( cost in place, PSI- 4000 d precast COMBINATION 41t CURB & GUTTER VIRGINIA DEPARTMENT 71 14 1 TRANSPf1RTAT10N SPECIFICATION :p .` :• � air :keL:e es � ii-e 5.� , A; e e • 1 ! Q a METER BOX and COVER METER BOX (See Note) METER BOX COVER 18 in. Diu Non -Traffic MJ2C-Pot Traffic A32HH - T 24 in. Diu. Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) Note: 1 /2" thick polyethelene plastic 30' deep (vertical crush strength shall exceed 3000 pounds) treated 2"z 4" with top b pointed blue meter cover set 2" above fin grade prior 18" vanes as required to sodding corporation 1 18-21' ZZZZZM meter by F.0 S.A stop 3" stone bedding meter box surrounding box angle check votve 36"min. with drain valve 451' 8"min. anWe L bbddNN I u type K copper tubing, continuous without tints from water main o meter main \ 6' stone bedeirr.; METER SETTING PARTS line size meter size yoke ar��gqk yoke twN valve angle check robe expansion wheel 3/4 5/8•x3/4' Y5o2 BA94-223W HWA94-323TD-G EC-23 1' 3/4' Y504 BA94-344W HHCA94-323TD-G EC-23 1' 1' Y504 BA94-444W HHCA94-444TD-G EC-4 �transmon to meter setting as required curb & gutter / I Street INSTALLATION NOTES: I siaewait , 1. Exact location of meter box assembly -� - to be approved prior to installation. I ' 1 type 2. Water service crossing street shall be Y encased in 2" dia. SCH40 PVC or Ill "copper SDR21 piping. The piping shall run from 3/4' type K one foot beyond sidewalk, across the copper for street, to one foot beyond sidewalk. single meter 1'x3/4" wye ristailation DUAL METER INSTALLATION 5/8", 3/4" & 1 " METER INSTALLATION Figure 5 AMENDMENT NO. 2 - APRIL 1997 AMENDMENT NO. 3 - OCTOBER 1998 \ Radial combine \ curb and gutter • Radius to be as \ tlllaean on plans Expansion Joint / 9 1 I = Af-t Street approach some surfacing as mainline roadway 1 It,�l t ,$ Main line roadway _ A�� to Note Width "B" 2'-a"or as shown on typical section. HALF PLAN conrr9t4 thrust bvcF. s • .aAgo O dla schedule fetal ripe Hued MI ,M.. e and Paitl,f eed T flaw 7 7 O -i 1 • 6. O Is. .. �(l.i�e1. wnente encesentenl l�l.liBG-� retedbt oI setlitV to be app med prior to k*111 litsn concrete pad t • 6- sq- x 6' deep 1+! ss r _ed j Z' not 6' infix. IIII screw we - adjustable slot a to tie nxrtirxtm two box of 6" above top of base t - locator pep 6115):i n 1 I FM T A981111111111KY "we 9 I I I -'•I I • � I I� 81 I� I I I I U r` U a • e ffW7 M• \ w U so U u Gutter line Face of tter line Gurb Main line Roadway Curb of Side Street When used in conµaietionwith Siondord CG-3 or CG-7, the curb face on this Standard is to be adjust" to match the mountable curb configuration. SECTION A -A INCE E" MSTANDARD CONNECTION FOR STREET INTERSECTIONS MINCE 502 VIRGINIA DEPARTMENT et, TRANSPORTATION 20308 mecrtafttttal tote swivei lee wiet 6• branch � � m Q J Q W CL O O CL O U I- Cc Z W (10 Q QL LL O J La O Q N •- O J Q W F U V) Z 0 U W J U Q U Z • W W • Q 1AJ 0_ Z W 0_ 0 � 0 LiIx 0Q J WW 5W W p Q Ix Li a � 0 ■ JN O ■ a N �- (n 0 N •� N Q) N (\ C) N ( N W Y�00. -0 > to In1 mi0 ' 0 t- ` m Q) N C 4) WLv�. O E 0 U C Q) 0 LL ZN O tt� � a a U,T H 0 HN LEWIS No. 21621 A;6O�2s6' _TONAL DATE: SURVEY: 02SEP99 NA SCALE: DRAWN: SHOWN PLC C. I.: JOB NO.: NA 9908023 DWG: SHEET: SP-SHT3 3/3 ABBREVIATIONS ASSY. ASSEMBLY BF BASEMENT FLOOR BILK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BSBD. BASEBOARD C&G CURB & GUTTER CIP CAST IN PLACE CONCRETE 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 ❑FLL PAVEMENT FFE FINISHE)IOFLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN Go. GAUGE GM GAS METER GV GAS VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6' HEADER CURB HP HIGH POINT HTR. HEATER IPF IRON PIPE FOUND IPS IRON PIPE SET INV INVERT LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI -PRODUCT DISPENSER MB MAIL BOX MH MANHOLE MSP METAL SIGN POST NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NRT NO RIGHT TURN NTS NOT TO SCALE OHE OVERHEAD ELECTRIC DHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RED. REDUCER- R.O. ROCK OUTCROP SAN. SANITARY STD, STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED TB THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP TYPICAL UGE UNDERGROUND ELECTRIC XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WSP WOOD SIGN POST WTP WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS IN FEET x00.0O PROPOSED SPOT ELEVATION x(00,00) EXISTING SPOT ELEVATION FCSA CONSTRUCTION NOTES 1. Water and sewer lines are to be constructed in accordance with these plans, The lines shot( additiolnally meet all requirements of the Frederick County Sanitation Authority. 2. The contractor shall coordinate with, and arrange for inspection by, the Authority. 3, Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector 4. The Sanitation Authority maintenance department is responsible for the installation of water meters. Blefore a permanent meter is set, they require; 1)the frame and cover to be property aligned with its meter box and yoke bar; 2)the frame and cover to be set to the final graide of the lot; 3)the distance between the top of the cover and the yoke bar be between 18 and 21 inches; 4)al( components of the meter box assembly to be in proper working order. IT IS THE DEVELDPER'S/ CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CDRRECTfLY, 5. For water and sewer services that connect to existing lines: A. The location of the service lateral is to ve coordinated with the Authority's engineering assistant. An application for service must be made and fees poicil before work will begin. B. The Authority shall furnish and install all 5/8', :3/4', and 1' water services, C, For 11/2' and 2' water services, the Authority shall make the tap and bring the piping to the property line. The contractor is to furnishi and install the meter vault assembly. The Authority will install the meter. D, The Authority will install all sewer laterals 6. When an existing water main is tapped for the installation of a new line, A. The Authority shall furnish all labor and materials to make the tap. B. The developer/contractor must, (1) make applicottion for the tap, (2) pay deposit (before work begins); (3) imark the location of the tap; (4) make final payment when the work is completed. 7, The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. 8. Any water service line must have a double checkc valve or RPZ back flow prevention assembly, as required, installed. The assembly shall meet ASSE standard NO. 1015 or 1013. A remote readout is required. 9. All fire lines shall have a detector double checkc valve back flow prevention assembly or a RPZ back flow prevention assembly as required. The assembly shalli meet ASSE standard NO. 1048 or 1047. A remote readout its required. 0 J WILSON PROPERTIES L.L.C. AT THE AIRPORt SITE PLAN REVISION SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY VIRGINIA GENERAL NOTES 1. The properties delineated on this plan are located on Airport Rood, in the Shawnee Magisterial District in the County of Frederick, Virginia. The developer of these properties proposes to construct one building (approx. 1,000sf) for office use on the land that is deemed PARCEL A. Construction will also consist of a separate development of two buildings (totaling approx. 17,592sf) for office and warehouse use on the land that is deemed PARCEL B. The current use of parcel A is vacant. Parcel B is currently used for residential purposes. (The original Site Pion was approved on August 14, 2000 (Site Pion # 1 1-00), 2. PARCEL A PARCEL B Property Owner Contact: Mr. Roy Fodely Property Owner Contact: Mr. Bloine Wilson Valley Concrete Walis, Inc. Wilson Properties, LLC 225 Caldwell Lone 3076 E. Shawnee Drive Winchester, VA 22602 Telephone: 540-662-4266 Winchester, VA 22602 Telephone: 540-662-1903 3. Engineer/Landscope Architect: Contact: Mr. John Lewis PAINTER-LEWIS, P.L.C. 302 South Braddock Street, Suite 200 Winchester, Virginia 22601 Telephone: (540) 662-5792 4. Property boundary and topographic information shown on these plans was token from available information. No field survey work was performed to confirm the existing features shown on the Site Plan. 5. Site Data: Parcel Area: Total= 3.45 acres Zoning: M-1 Use: Parcel A: PINS/ 64-A-39C: 1.4 acres Office Space Front Yard Setbock: Required - 75' Provided - 82'+ Reor Yard Setback: Required - 25' Provided -165'+ Side Yard Setback: Required - 25' Provided - 36'+ Maximum Building Height: Allowed 60' Proposed -12' Maximum FAR:. Allowed - 1.0 Proposed Total Floor Area = 1.000 sf = 0,0164 FAR Use: Parcel B: PIN# 64-A-39: 2.05 acres Office and Warehouse Space Front Yard Setback: Required - 75' Provided - 80'+ Rear Yard Setback: Required - 25' Provided -33'+ (proposed bldg.) Side Yard Setback: Required - 25' Provided - 3'+(existing bldg.).25.9'+(proposed bldg.) Maximum Building Height: Allowed - 60' Proposed -32' Maximum FAR: Allowed - 1.0 Proposed Total Floor Area = 17,592 sf = 0.20 FAR (13,320sf= office space, 4,272sf= warehouse space) 6. Environmental Features: Parcel A and Parcel B Wetlands - Some wetlands indicator plants and soils hove been identified on the property. The areas of potential wetlands are located near the proposed storm water management pond. The amount of contiguous wetlands area is not significont. Flood plains - No flood plain has been identified on the site. Sinkholes - No sinkholes have been identified on this site. Steep Slopes - Steep slopes ore defined by the Frederick County Code as slopes exceeding 15%. The area of steep slopes allowed by the code to be disturbed is 25%. No steep slopes hove been identified on the site. Woodlands - Woodlands ore generally defined by the Frederick County Code as including largely mature trees in groves greater than 1/4 acre. Approximately 0.41 acres of mature woodlands hove been identified on the site. The proposed construction will disturb approximately 25% or 0.10 acres. 7. Storm water management for Parcel A and Parcel B is addressed in a report by Pointer -Lewis, P.L.C. titled "STORM WATER MANAGEMENT REPORT", WILSON PROPERTY AT THE AIRPORT, doted September 15, 1999. 8. Parking Space Requirements: Parcel A: Property Line Setback: Required - 5' Provided - 30'+ Right-of-way Setback: Required - 25' Provided - 30'+ Office space - 1,000 sf Required - 1 space per 250 sf = 4 spaces Total spaces required = 4 Provided - 5 spaces including 1 ADA space Parcel B: Property Line Setback: Required - 5' Provided - 9.5'+ Right-of-woy Setback: Required - 25' Provided - 25'+ Office space - 13.320sf Required - 1 space per 250 sf = 53.28 spaces req'd. (53 spaces provided) Warehouse space - 4,2729f Required - 1 space per employee (0 employees) (10 spaces provided) Total spaces required = 53.28 Provided - 63 spaces including 4 ADA space Looding Space Requirements: Required - 1 space per 40,000 sf = 0 spaces 9. Handicap Accessibility: Parcel A and Parcel B HC parking spaces shall hove a maximum slope of 1:50. HC romps on the site sholl have detectable warning surface per ADAAG 4.7 and 4.29. HC romps off site shall be constructed per VDOT standards. 10. Buffering Requirements: Parcel A and Parcel B The adjacent land to the north is the Airport Rood right-of-way which requires no buffer. The adjacent land to the, west and south is zoned M1 which requires no buffer. The adjacent land to the east is zoned RA and is vacant which requires no buffer. 1 1.Greenspace: Parcel A: required= 25% (60,984sf x .25)= 15,246sf provided= 86.7% or 52,879sf [pavement= 6,761sf, sidewalks= 344sf, total building area= 1000sf] Parcel B: required= 25% (89298sf x .25)= 22,324sf provided= 26.87% or 23,994sf [pavement= 29,253sf, sidewalks= 2,668sf, total bldg. area= 19,059.12sf, gravel area= 14,324sf] 12. Signoge: All signage will conform to the standards in Section 165-30 of the Frederick County Zoning Ordinance. 13. Lighting: No outdoor lighting is proposed. 14. Trosh Receptacles: No trash receptacles are proposIv. 15. Landscaping: None required in M-1 zoning VDOT SUBSEQUENT SPECIAL PROVISIONS 1. Ail patches are to be replaced in octordonce with the 'following regulations and as shown on Figure 1. 2. The permittee will be required to replace the surface and base of the roods included under this permit in accordance with the Roods and Bridge Specifications and this Special Provision. 3. Backfill material shall include a minimum of four (4") inches bedding materials (sand or #57 stone). The balance of the backfill shall be approved soil compacted to the bottom of subbase layer (Type 1, Size 21A or 21B). The entire bockfill shall be free from wood, decaying material, asphalt, concrete, ice, frost, large clods, stones and debris. 4. Back -fill material shoal be compacted to o minimum of 95% of the theoretical maximum density at optimum moisture content, as determined by VDOT testing •procedures, use mechanical tamping throughout the depth of the trench in six (6") inch layers to insure that adequate support is provided for the subbases layer (Type I, Size 21A or 21B). 5. lt shall be the option of the Resident Engineer to request and review the bockfill compaction test results and/or authorize on inspector to monitor the compaction. 6. Cuts in roads with Surface Course (SM) and Asphalt Concrete Base (BM) shall be replaced with ten (10") inches of Type I, Size 21A or 21B aggregate compacted to 100 percent of the theoretical maximum density at optimum moisture content covering the entire trench width in addition to bench of six (6') inches from oil sides, this foyer shall serve as subbase. An Asphalt Concrete base course (BM) of six (6") inch minimum thickness or match the existing base thickness, shall be placed over the subbase. A surface asphalt concrete course of a minimum of 1.5" (SM) shall be placed on top of the base (BM) covering the trench width. The asphalt concrete surface course shall be slightly higher (1/8"-1/4") than the existing surface to provide a smooth grade into the existing pavement surface. 7. Cuts in surface treated roads with aggregate base course shall be replaced with the some layers as roods with asphalt base (BM) except the subbase layer (Type I, Size 21A) is reduced to six (6") inches and the (BM) layer to four (4') inches but still keeping a six inch bench. The surface course shall be a surface treatment matching the existing surface. 8. The cut to be bockfilled shall be mode as dry as practicable at the time of bockfilling by pumping, boiling, draining, or other approved dewatering methods. 9. All cuts sides shall be trimmed to neat straight lines and a tack coot shall be applied at a rote of 0.05 - 0.15 gollon per square yard of RC-250 pr CAE-2 before placing the plant mix. 10. Replacement of pavement shall be from edge of pavement to edge of pavement except when individual cuts are mode and not covering the entire width of the pavement. 11. Placement of all Asphalt Concrete and surface treated courses shall be rolled where possible with a unit having a manufocturer's rating of ten (10) tons, and rolled until the aggregate is keyed into the bitumen. Where rolling is not possible, a mechanical tomp will be used. In all cuts stone is to be placed in the trench daily up to a maximum length of 500 feet, at which time the pavement sholl be covered with a temporary or permanent asphalt patch. If conditions, the contractor shall provide and maintain a base course that is acceptable to the VDOT until such time as the appropriate pavement patch con be applied and completion of the installation of the gas, sewer, and water lines, contractor shall restore pavement in the monner prescribed on the VDOT permit within (10) days. 12. Contractor will be responsible for any depression grater than 1/4" that occurs within three years of completion of patching. Correction shall consist of milling and replacing 1.5" of surface course mix (SM). RESPONSIBLE LAND DISTURBER NAME: 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. VIRGINIA DEPARTMENT OF TRANSPORTATION REV 7/95 STAUNTON DISTRICT GENERAL NOTES FOR ENTRANCE PLANS VDOT GENERAL NOTES: V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND VOSH RULES & REGULATIONS. V3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE VDOT'S WORK AREA PROTECTION MANUAL FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH VDOT'S JANUARY, 1994 (OR LATEST EDITION OF) ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04--C. V4, DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. V5. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY. V6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. V7. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION. V8. THE CONTRATOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, SEC 3.02 FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION, V9. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION. V10, ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT RIGHT OF WAY ARE TO HAVE A MINIMUM 36" COVER AND, WHEN POSSIBLE, TO BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES. V11. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND VDOT. WORK SHALL CEASE IN THAT VICINITY UNTIL AN ADEQUATE DESIGN CAN BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT V12. ALL UNDERCUT AREAS AND BORROW MATERIAL SHALL BE INSPECTED AND APPROVED BY VDOT INSPECTOR PRIOR TO PLACEMENT OF FILL. VI 3. ALL ROADWAY FILL, BASE, SUBSURFACE MATERIAL AND BACKFILL OF UTILITY/STORM SEWER TRENCHES SHALL BE COMPACTED IN 6" LIFTS TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A. WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE FOR THE FULL WIDTH OF ANY DEDICATED STREET RIGHT-OF-WAY. AT THE DIRECTION OF VDOT INSPECTOR DENSITY TESTS PERFORMED BY A QUALIFIED INDEPENDENT AGENCY SHALL BE CONDUCTED AS REQUIRED IN THE VDOT ROAD AND BRIDGE SPECIFICATIONS. A COPY OF ALL TESTS SHALL BE SUBMITTED TO VDOT PRIOR TO FINAL VDOT APPROVAL. S V14. VDOT STANDARD CD AND UD UNDERDRAINS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND FURTHER WHERE DETERMINED NECESSARY BY VDOT INSPECTOR, V15. THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN ANY DEDICATED STREET RIGHT-OF-WAY SHALL MEET VDOT MINIMUM DESIGN STANDARDS AND IS THE DEVELOPER'S RESPONSIBILITY. V16. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, COPIES OF ALL INVOICES FOR MATERIALS WITHIN ANY DEDICATED STREET RIGHT-OF-WAY MUST BE PROVIDED TO THE VDOT INSPECTOR PRIOR TO ACCEPTANCE OF WORK. UNIT AND TOTAL PRICES MAY BE OBSCURED. V17. PRIOR TO ACCEPTANCE BY VDOT OF ANY STREETS, ANY REQUIRED STREET SIGNAGE AND/OR PAVEMENT MARKINGS MUST BE INSTALLED BY THE DEVELOPER OR, AT VDOT'S DESCRETION, BY VDOT ON AN ACCOUNT RECEIVABLE BASIS. CONDITIONS PER REZONING: PROFFERS Monetary Contribution to Frederick County Service Organizations: The owner will pay or cause to be paid to the Treasurer of Frederick County the sum of $7.074.77 for impacts to fire and rescue services. This sum will be paid upon receipt of a building permit for the first structure to be constructed on the subject parcels. (Rezoning Application #012-98, approved on October 26, 1998. CARPERS VALLEY GOLF CLUB r ADMIRAL BYRD DRIVE (n - 1-14- , WINCHESTER MUNICIPAL AIRPORT SITE VICINITY MAP 1" = 2000' 100 0 100 Scale 1" = 100 ft A 300 LIST OF DRAWINGS: SHT. 1/4: COVER SHEET AND GENERAL NOTES SHT. 2/4: SITE PLAN REVISION (LAYOUT) SHT. 3/4: SITE PLAN REVISION (GRADING) SHT. 4/4: CONSTRUCTION PROFILES AND DETAILS MIN. 1.5' OVERLAY ASPHALT FXISTING PAVEMENT-- CONCRETE SURFACE COURSE .�TYPE <SM) (BM)MIN. 6' ---ASPHALT CONCRETE BASE COURSE t TYPE (BM) 21 A OR B TYPE I SIZE 21 A OR B AGG MIN. 10' COMPACTED TO 100% MAX. DENSITY 6, AT OPTIMUM MOISTURE CONTENT 6 SELECT MATERIAL BEN'CH TYPE I CBR 30 APPROVED SOIL OR SELECT MATERIAL BACKFILL p� TYPE I, CBR 30 COMPACTED TO 95% MAX. DENSITY AT OPTIMUM MOISTURE IP CONTENT BEDDING 4' SAND OR NO. 57 STONE A -�tIN. TRENCH WIDTH TO SUPPORT TRENCH BOX, FOR PIPE LESS THAN 12' THE TRENCH WIDTH MAY BE 36' MAXIMUM. SEE UB-1 (ROAD AND BRIDGES STANDARDS VOLUME II) CUT REPLACEMENT IN ROADS VITH ASPHALT CONCRETE BASE AND SURFACE FIGURE 1 N.T.S. FREDERICK COUNTY, VIRGINIA P. /. /V. 54F- 1- 4 MERMAN RUBENSTE/N L TO. _2 17ION IL ed by: t>tnty It " ZONING ADMINISTRATOR DATE APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN EXPIRES FIVE(5) YEARS FROM DATE OF APPROVAL PAINTER-LEWIS P.L.C. 302 South Braddock Street, Suite 200 Winchester, Virginia 22601 Telephone: (540)662-5792 Facsimile: (540)662-5793 Email: pointlew0mnsinc.com JOB NO.: 9908023 SHEET: 18JAN01 1/4 LATEST REVISION DATE: 30NOV01 40 0 40 120 m P9 m LM N m !%666 SCALE: 1 " = 40 ft VDOT SUBSEQUENT SPECIAL PROVISIONS 0 U) 0 0 m 1. ALL PATCHES ARE TO BE REPLACED IN ACCORDANCE WITH THE FOLLOWING REGULATIONS AND AS SHOWN ON FIGURE 1. ►•' w 2. THE PERMITTEE WILL BE REQUIRED TO REPLACE THE SURFACE AND w BASE OF THE ROADS INCLUDED UNDER THIS PERMIT IN ACCORDANCE WITH f THE ROADS AND BRIDGES SPECIFICATIONS AND THIS SPECIAL PROVISION. O Z P. /. N. 64F- 7 - 4 U W 2 O • NERMAN RUBENSTE/N 3. BACKFILL MATERIAL SHALL INCLUDE A MINIMUM OF FOUR (4") INCHES p Z w a USE.•COMMERC/AL OF BEDDING MATERIALS (SAND OR #57 STONE). THE BALANCE OF THE Z C IR ZONED.M1 BACKFILL SHALL BE APPROVED SOIL COMPACTED TO THE BOTTOM OF O Q a Z W SUBBASE LAYER (TYPE 1, SIZE 21A, OR 218). THE ENTIRE BACKFILL S o o Q� SHALL BE FREE FROM WOOD, DECAYING MATERIAL, ASPHALT, CONCRETE, LL �' S 5' PARKING SETBACK ICE, FROST, LARGE CLODS, STONES, AND DEBRIS. W �j � Lij 55' STORM WATER ESMT. 5 PARKING SETBACK O 5' PARKING SETBACK / 4. BACKFILL MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 95% OF U 4 GRADE AN EMERGENCY- / THE THEORETICAL MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT, AS SPILLWAY INTO POND BERM /// \ \ DETERMINED BY VDOT TESTING PROCEDURES, USE MECHANICAL TAMPING LENGTH = 40' THROUGHOUT THE DEPTH OF THE TRENCH IN SIX (6") INCH LAYERS TO o ELEVATION = 706.80 .2s, �• INSURE THAT ADEQUATE SUPPORT IS PROVIDED FOR THE SUBBASE LAYER \ � o 8'-10"0 CMP- Xo ' e�/ (TYPE 1, SIZE 21A OR 21 B). rn O 1.25% INV. IN=705.10 ` �? INV. OUT - 705.00 \ 5. IT SHALL BE THE OPTION OF THE RESIDENT ENGINEER TO REQUEST N o AND REVIEW THE BACKFILL COMPACTION TEST RESULTS AND/OR INSTALL PERMANENT CULVERT--___06•11 AUTHORIZE AN INSPECTOR TO MONITOR THE COMPACTION. INLET PROTECTION STONE 9 BERM -SEE DETAIL THIS SHEET GRASSED EDGE OF GRAVEL / OX R AREA PR. 5' TURNDOWN EX. WETLANDS-2550 SF 6.5'R SIDEWALK R IV.. 64F- 7-3 6. CUTS IN ROADS WITH SURFACE COURSE (SM) AND ASPHALT CONCRETE \ PR. GATE DeBonA/R DFI/£LOP'M£NT, L TO BASE (BM) SHALL BE REPLACED WITH TEN (10") INCHES OF TYPE 1, SIZE P,/.N. 64- Sj)- 1 \ q �, �,"'' 6, USE.COMMERC/AL 21A OR 21 B AGGREGATE COMPACTED TO 100% OF THE THEORETICAL (( / Rq, °°• 12. S R. 6' BOARD FENCE (LOCATED 3' FROM PROPERTY LINE) MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT COVERING THE ENTIRE LEON W. LARGENT �, c S.? \ ZO/V£D.M1 X. GARAGE T.B.R. TRENCH WIDTH IN ADDITION TO A BENCH OF SIX (6") INCHES FROM ALL z USE. t/ACA/VT g Fl9 ?S. HA. 1 SIDES, THIS LAYER SHALL SERVE AS SUBBASE. AN ASPHALT CONCRETE O ZONFD.-RA �� qc�r °° `�Q 9 PROPOSED BUILDING AS COURSE BM OF A SIX 6" INCH MINIMUM THICKNESS OR MATCH W R 5,592 SF BASE ( ) ( ) ` THE EXISTING BASE THICKNESS, SHALL BE PLACED OVER THE SUBBASE. A / PROPOSED FLAGPOLE h° HF= 7 I 1 32 SURFACE ASPHALT CONCRETE COURSE OF A MINIMUM OF 1.5" SM SHALL W F•- USE: OFFICE/WARE BE PLACED ON TOP OF THE BASE (BM) COVERING THE TRENCH WIDTH. HOUSE ( ) 0 1 / 3 0 SF 4272 SF THE ASPHALT CONCRETE SURFACE COURSE SHALL BE SLIGHTLY HIGHER zz Q \ / EXISTING TREES TBR °, FS ' " �i• -1 4' THAN THE EXISTING SURFACE TO PROVIDE A SMOOTH GRADE \ Gy s"X6" REDUCER & FH ASSY. 1 °° PR. 5TURNDOWN SIDEWALK. 1 8 ( ATA ADA SPACES (TYP) CONC. INTO THE EXISTING PAVEMENT SURFACE. J J (4)BOLLARDS PLACED 3' ? a FROM CENTER OF FH � 2 HC SIGNS TO � WOODLANDS=0 41 ACRES /ONTRACTOR TO FINALIZE BE MOUNTED ON HASE 1 .00' TO PR. EOP 7. CUTS IN SURFACE TREATED ROADS WITH AGGREGATE BASE COURSE 4.5'R WALL. GRAVEL CONNECT PR. BOARD FENCE; SHALL BE REPLACED WITH THE SAME LAYERS AS ROADS WITH ASPHALT \ 1 LOCATION AND SIZE OF STORAGE AR TO EXISTING FENGE AS REO D VI LIFT STATION PER OWNER. 8 80° - BASE (BM) EXCEPT THE SUBBASE LAYER (TYPE 1, SIZE 21A) IS REDUCED h SEE CONSTRUCTION NOTE 14. Qv �/ A 6.00'TO PR. EOP - _ TO SIX (6") INCHES AND THE (BM) LAYER IS TO FOUR (4") INCHES BUT ,Q PR. 4"0 SCH 40-- ? 5'R ' •9>, APPRX. 10C,4T/ON OF EX. 6' BOARD FENCE- STILL KEEPING A SIX INCH BENCH. THE SURFACE COURSE SHALL BE A P POSED BUILDING F P s' /� o , PR. CO SURFACE TREATMENT MATCHING THE EXISTING SURFACE. J y 1,0 sf-USE: OFFICE Q 9 _ 5•+/- 4"0 h- 6♦ !'� � FF�G 7 .04 QP+ q �N� �� �v SCH ad PVC R./.N. 64F-7-2 8. THE CUT TO BE BACKFILLED -SHALL BE MADE AS DRY AS PRACTICABLE ~ ,Al �,� S PR. 4' S 1? �, �m 00. h PVC O 2,00% MIN. DATALUX CORPORAT/O/b' AT THE TIME OF BACKFILLING BY PUMPING, BAILING, DRAINING, OR OTHER '_p TURNDOWN °°• L}T. WE WELSAN.L EL RIM= 712.25 ZONED MSf MERCIAL APPROVED DEWATERING METHODS. • SIDEWALK L^' WET WELL ELEV.= 704t / STOP (TNYCP,)WHEEL R Ioy, iR ��'`� / ��' BYOPOSED OWNER. LIFTSTATION SNOTEON 4 V Q S R' 1pe 7 Q °° CONNECT BLDG. SEWERS AS REQ'D 9. ALL CUTS SIDES SHALL BE TRIMMED TO NEAT STRAIGHT LINES AND A U 5 gcC`F- 1'R g R. 6' BOARD FENCE, CONNECT TACK COAT SHALL BE APPLIED AT A RATE OF 0.05-0.15 GALLON PER K- z 5'R f 4 ti TO Ex. FENCE AS REO D SQUARE YARD OF RC-250 OR CAE-2 BEFORE PLACING THE PLANT MIX. -� °'e 1 _j 'R ° \ LOADING AREA FOR 10. REPLACEMENT OF PAVEMENT SHALL BE FROM EDGE OF PAVEMENT TO .� J S OVER -HEAD DOORS EDGE OF PAVEMENT EXCEPT WHEN INDIVIDUAL CUTS ARE MADE AND NOT w W m / '' pq / 6 , COVERING THE ENTIRE WIDTH OF PAVEMENT. a Q-, - s �^ QB Ropy O PHASE 2 OFFICES AND PARKING 0 Z EX. 1 STORY BR/CK DWELL/Nr, TO REMAIN WAR MT. TO PLACEMENT ALL / �r C / 1 1 . PT OF AASPHALT CONCRETE AND SURFACE TREATED W MATCH CONC. O ° / �p E� Z ADA SPACES (TYP.) 5 R 3' SIDE- PHASE 2 COURSES SHALL BE ROLLED WHERE POSSIBLE WITH A UNIT HAVING A C a W 0 n6 / WALK(TYP) FUTURE OFFICES/ PARKING MANUFACTURER'S RATING OF TEN (10) TONS, AND ROLLED UNTIL THE O f' 1" TYPE K COP.LINE (SITE PLAN TO BE SUBMITTED AT A LATER DATE) W a AGGREGATE IS KEYED INTO THE BITUMEN. WHERE ROLLING IS NOT Q 1" METER 15'R h , O s APPRX. LOCATION OF 0- O 1" CORP. STOP °o SR �`0." ??G}j, EXISTING LEFT STATION. POSSIBLE, A MECHANICAL TAMP WILL BE USED. IN ALL CUTS STONE IS TO a V 1" TYPE K COP.LINE ° �® f % EX. TRAILOR T.B.R. SEE CONSTRUCTION NOTE 14, BE PLACED IN THE TRENCH DAILY UP TO A MAXIMUM LENGTH OF 500 Z W 1" METER t? j 155'+/- 4"0 FEET, AT WHICH TIME THE PAVEMENT SHALL BE COVERED WITH A O Q W W P./.N. 64-((A��- 39 1" CORP. STOP �� 5 Q f PVH ao PVC MIN\ TEMPORARY OR PERMANENT ASPHALT PATCH. IF THE APPLICATION OF THE J W�NCHESTER REG/OVAL AlRPORT , s' / C O 2.00� 0 PR. CO BITUMINOUS LAYER IS DELAYED FOR ADVERSE WEATHER CONDITIONS, THE Q uj US£. t/ACANT % '�. o INV= 711.00 CONTRACTOR SHALL PROVIDED AND MAINTAIN A BASE COURSE THAT IS W ZONED.M1 40'-t7"x13" CMPA O 1. x- - PHASE 3 ACCEPTABLE TO THE VDOT UNTIL SUCH TIME AS THE APPROPRIATE o W / INV. IN =711.0 .R A �/ PR. BUILDING PAVEMENT PATCH CAN BE APPLIED AND COMPLETION OF THE INSTALLATION d INV. OUT = 710,6 y 12,000sf OF THE GAS, SEWER, AND WATER LINES, CONTRACTOR SHALL RESTORE HEIGHT = 32 PAVEMENT IN THE MANNER PRESCRIBED IN THE VDOT PERMIT WITHIN (10) FF = 714.67 DAYS ■ � PR. 2"0 SCH 40 PVC FM. p -o .� INSTALL GENERALLY AS SHOWN ZPF 0 PER FCSA SPECIFICATIONS 40' TAPER TO 24' SECTION ` s �• 0 .° 1 STANDARD VDOT CG-7 AND PR. ASPHALT TO END AT RADII RETURNS '�, �10 USE VDOT STANDARD PVMT. SECTION: 1 1/2" SM- 12.5A ?� O 8" TYPE 1 218 AGGREGATE INSTALL CG-12A RAMPS 'I PER VDOT INSPECTOR L / ESMT �' Q \S 2" CHECK VALVE • v 8"0 WATER LINE �C1O ���' •� 75' BRL SEE 'T F ` A O DETAIL 5'R / /Y THIS INC SHEET APPROX. LOCATION OF40 EXISTING ENTRANCE �i ALL PROPOSED UTILITIES FOR THIS SITE 2.5'R \ ARE TO BE PLACED UNDERGROUND J4 40-17"X13" CMPA O 1.00% SEE SHEET 3 FOR ENTRANCE ROAD CONFIGURATION. �/ INV. IN -709.8 ADJUST THE GRADES OF THE ENTRANCE TO MATCH Ff� INV. OUT = 709.4 HATCHED AREA INDICAI EXISTING PAVEMENT AND TO PROVIDE 12" MINIMUM 6'�� 014 'R O�PRIME & SEAL PVMT. COVER OVER PROPOSED ENTRANCE CULVERT., TAP E31' F.C.SA. PROVIDE NEW 1" TYPE TRAFFIC IMPACT ® AIRPORT ROAD APPROX. LOCATION OF WATERLINE AS REQ'D DATA SOURCE: ITE MANUAL SIXTH EDITION EXISTING ENTRANCE EXISIINNGHOUSE AND PARCEL A FCSA TO MAKE TAP � � / AND INSTALL LATERAL ACROSS RT. LAND USE: 710 GENERAL OFFICE 645 TO PROPERTY LINE BY PROPOSED GFA = 1,000 SF JACK AND BORE METHOD, TRIPS BASED ON 1000 SF GFA: (OPEN TRENCH METHOD TO BE USED ONLY EX. WEEKDAY: 11.01 TRIPS UPON FAILURE OF 3 JACK AND BORE A�pV EX. EXWm'--, AM PEAK HOUR: 1.56 TRIPS ATTEMPTS HAVE BEEN MET WITH RESISTANCE FM TA PM PEAK HOUR: 1.49 TRIPS ACCORDANCE WITH "SUBSEQUENT SPECIAL PROVISIONS. SEE THIS PARCEL B SHEET FOR PROVISIONS AND DETAIL.) \ Eh, APPROXIMATE TREELINE 710 GENERAL OFFICE S/C STANDARD VDOT CC-11 ENTRANCE PROPOSED GFA = 14,000 SF yT TRIPS BASED ON 1000 SF GFA: 0/ST i P WEEKDAY: 11.01 X 14 = 154.14 TRIPSAM PEAK HOUR: 1.56 X 14 = 21.84 TRIPS PM PEAK HOUR: 1.49 X 14 = 20.86 TRIPS T��cF STFo 4 150 WAREHOUSING To So O X \ APPROX. LOCATION OF PROPOSED # OF EMPLOYEES= 5 /q2 USGSHMARKER ELEV = 712.10 EXISTING ENTRANCE TRIPS BASED ON 1000 SF GFA: /p�/,y/T / \ WEEKDAY: 3.89 X 5 = 19.45 TRIPS �'S'T ROV. 64-((A))-79 AM PEAK HOUR: .55 X 5 = 2.75 TRIPS LE' S / T W/NCNESYR REG/ONAL AIRPORT PM PEAK HOUR: .58 X 5 = 2.90 TRIPS Mp�N USE.•COMMERC/AL O \ TOTAL FOR BOTH PARCELS: •7 ti WEEKDAY: 11.01 + 154.14 + 19.45=184.60 TRIPS �/4 ZONED.'RA AM PEAK HOUR: 1.56 +21.84 +2.75= 26.15 TRIPS FS AISTIN LOCATION OF EXISTING ENTRANCE PM PEAK HOUR: 1.49 +20.86 +2.90= 25.25 TRIPS x USE: OFFICE EX. SHED T.B.R. 0 0 12. CONTRACTOR WILL BE RESPONSIBLE FOR ANY DEPRESSION GREATER ■ N 2"0 SCH 40 PVC FM + INSTALL FM FROM PROPOSED THAN 1 /4 THAT OCCURS WITHIN THREE YEARS OF COMPLETION OF LIFT STATION TO EXISTING PATCHING. CORRECTION SHALL CONSIST OF MILLING AND REPLACING 1.5" o N E FM GENERALLY AS SHOWN. �f(, OF SURFACE COURSE MIX (SM.). Q. :3(D a, 0)0 PROVIDE CHECK VALVE. In N r- r�' U SEE DETAIL THIS SHEET (� REMAINING SANITARY FORCED MAIN R N L0 to 6 COUNTY INSPECTION DEPARTMENT , PAST POINT OF PROPOSED ELBOW '' I I •s TO INSPECT INSTALLATION OF TO BE ABANDONED UPON CONSTRUCTION 4) N N cn NEW 2" FORCE MAIN �� \O� OF PHASE ONE. O (00 cD c J G 2" CHECK VALVE 00 4 TURNDOWN SW TYP �� U •� � O AS REOUIREDE�� QO > = P\ INSTALL ELBOW AS REQ'D � O � C O O � a P. /. N 64F- 1- 1 1 m v Q .� G£ORG£ L. HENZEL _c t v u 0 USE.•COMMERC/AL SANITARY SEWER FORCE MAIN DETAIL j 0 E ZO/VED. M I NOT TO SCALE Z 0 I' W (, QN • a0 r'7 z cy vows I- -J W 1vmiiii� U) zz UO W TH 0 D N C. LEWIS No. 21621 O.h G% IONAL DATE: SURVEY: 29AUG01 AERIAL SCALE: DRAWN: 1 "= 40' PLC C.I.: JOB NO.: NA 9908023 DWG: SHEET: P-REV2-SHEET2 2/4 40 0 40 120 SCALE: 1 " = 40 ft C11- Npq o ART rF, FLOW SLOPE=0.00% STONE CULVERT ID. L W D STONE d50 MSD POND OUTLET 10 12 12 0.5 CULVERT EROSION CONTROL DETAIL NOT TO SCALE EROSION & SEDIMENT CONTROL KEY 3.02 TEMPORARY STONE CONSTRUCTION (,`E ENTRANCE L 3.05 SILT FENCE ' X X *_X 3.08 CULVERT INLET PROTECTION -SILT FENCE pP 3.08 CULVERT INLET PROTECTION -ROCK DAM CIP 3.18 OUTLET PROTECTION 3.30 TOPSOILING TO 3.31 TEMPORARY SEEDING- TS -- 3.32 PERMANENT SEEDING _ 3.35 MULCHING Mu STEEL OR WOOD POST STEEL OR WOAD POST 36 HIGH MAX 12" MIN. A VIEW LOOKING UPSTREAM NOTE: EXTEND ROCK DAM TO BERM OF SEDIMENT POND AND MATCH BERM ELEVATION TO PREVENT FLOW AROUND DAM. VDOT # 1 COURSE AGGREGATE CLASS I RIP RAP FLOW --`--_. SECTION A -A CULVERT INLET PROTECTION ROCK DAM EXTRA STRENGTH FILTER FABRIC NEEDED WITH WIRE SUPPORT 10 FT MAX, SPACING WITH WIRE SUPPORT FENCE PONDING HT. V WIRE & FILTER FABRIC ATTACH SECURELY TO UPSTREAM SIDE OF POST. RUNOFF 9MAX. (RECOMMENDED) STORAGE HT. ., ,NCH WITH COMPACTED BACKFILL PONDING HT. RUNOFF 12" MIN. GRAVEL STANDARD DETAIL ALTERNATE DETAIL TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% EXISTING PAVF1) GREATER SECTIONA — A NOTE: / SPILLWAY USE NDBAGS, STRAW BALES R R APPROVED METHODS N SEDIMENT BARRIER (STRAW BALE TYPE SHOWN) \ TO RUNOFF TO BASIN ASIFAANNELIZE EQUIRED. SUPPLY WATER TO WASH WHEELS IF NECESSARY. >- I Q 3 0 , 4' O Fww LLJ A d A WASHRACK QY O O Z LO x W � 1 DIVERSION RIDGE 70� MIN. PLAN i s � 2'-3" COURSE ti AGGREGATE MIN. 6" THICK � z NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS - OF -WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED TEMPORARY PRIOR ONTO PUB3. WHENO WASHING ENTRANCE ISREQUIREDLI T SHALL BE DONE GRAVEL ON AN AREA STABILIZED WITH CRUSHED STONE CONSTRUCTION THAT DRAINS INTO AN APPROVED SEDIMENT TRAP 4. OR INSTASEDIMENT CATT E GUARD(WASHRACK). ENTRANCE/EXIT (I�i0Iml 0-1 w z a a z a o a Z cn U c� O v S O ct Q a W J t= U Q U Z J N 0 J 2 s W a.. Q cr � Z an.�0 �� V a. 0 ME CL V 0 Q W W J 0 W Q� W a ■ O J O N ■ a N � �o �r4) 0 (n U In In t N N . to O V) C LO � C W "4& O " 3 J L 0> W minr. 0 CL L a cn 6 U 0 Z3 c O ~ � LJ QN a0 zV) F— W —1 w IN" vim 0 jz r■■►.rrr w TH o yV -r —4. HN C. LEWIS No. 21621 .q k�SS _ZONAL _ DATE: SURVEY: 29AUG01 AERIAL SCALE: DRAWN: 1 "= 40' PLC C. I.: JOB NO.: NA 9908023 DWG: SHEET: SP-REV2-SHT3 3/44 W r, (n V) CONSTRUCTION NOTES Z N CD 1. The existing utilities shown on these plans ore based on available information. The CONTRACTOR shall be responsible for determining the exact location of all utilities before commencing work and for any damages which occur by the failure to locate and Q preserve these utilities. If the CONTRACTOR should encounter utilities other than those shown on these plans, the CONTRACTOR W EXISTING shall immediately notify the engineer and take the necessary and proper steps to protect the facility and assure the continuance of service. a O PROPOSED 715 GRADE GRADE 2. The CONTRACTOR shall have approved construction drawings prior to the start of construction. At least one copy of approved It O 0 715 PROPOSED 715 _ _ PROPOSED 1L GRADE plops and revisions shall be kept on -site of all times. MATCH EX. IP'VMT. GRADE EXISTING �• -'� � � GRAD _" 3. Cut and fill slopes shall not exceed 2-horizontal to 1-vertical unless otherwise coiled for on the pions.100, EXISTING ..- a 48" MIN. QVER(TYP) _," 4. Controlled Fills: SaER S Z W O GRADE A. Controlled compacting shall occur In all fill sections for pavement, trenches for utilities and in other areas as designated 4•� tP N p V) 710 710 710 on the pions. _ _ _ _ _ _ _ _ _ Q W B. Controlled fills shall be compacted to 98% density as determined by methods per standard proctor ASTM D 698. Density - -� �P - - 5 U U shall be verified by a qualified soils engineer. ___48 O U_ 8" WL C. Controlled fills shall be compacted in 8 inch lifts (loose thickness) to the specified density, beginning from the existing ROUTE 645 - AIRPORT ROAD � 40-17"X13" CMP 40'-17"X13 CMP ground surface, unless otherwise approved in writing by a qualified soils engineer. L_ 1.00% O 1.00% D. The surfaces directly beneath areas to receive controlled fill are to be cleared, grubbed, and stripped of topsoil. The area is EX. 12" W then to be scarified and compacted to a depth of 6 inches to the some density as the controlled fill to be placed thereon. ENTRANCE TAPER D ETA( L 705 -- 356'+ --8 0, SDR 21 PVC WATERLINE E. Fill material shall be taken from approved borrow areas. It shall be clean soil, free of roots. woody vegetation, oversized 705 705 stones, rocks, sandy soil, or other objectionable material. NOT TO SCALE 5. Blasting is not permitted within 25 feet of existing utilities without owner permission. I I 6. Storm sewer and pavement materials called for on the plans refer to standard VDOT designations. Z PRIME & DOUBLE SEAL wg r 7. No soils report was furnished for the area of the right of way. 8 21-8 O 6" 21-B N Z N Lid :F 8. All rodii indicate edge of gravel, edge of pavement or face of curb as applicable. wOf U.1 In COMPACTED SUBGRADE COMPACTED SUBGRADE 0 o z av a 9. The CONTRACTOR shall obtain m permit from VDOT for the work proposed in the rights -of -way. 61 �I x ovQ z 10. All disturbed R.O.W. monuments ore to be replaced and verified by a certified land surveyor at the CONTRACTOR's expense. w Y_J (ten cO 00 UJ(n 0 11. The DEVELOPER shall obtain permission from adjoining property owners prior to conducting any off site construction on W Lid r activities. ON SITE PAVEMENT DETAILS en r Q r W t w NOT TO SCALE W II iJ ll 11 u U Z a: 12. The CONTRACTOR shall coordinate the relocation of the existing utilities with the appropriate utility company as necessary. J SEE SITE PLAN FOR LIMITS OF PROPOSED PAVEMENT SECTIONS. U_ S) oral O0 N0 13. The designated job benchmark is on existing USGS marker located in the Airport Rood right-of-woy. The elevation is 712.10. 0 O d U (6 PRIME COAT AND DOUBLE SEAL COAT TREATMENT: W_ W 0 01 v o CCv v a 'n0 `� 14. Private pump stations to hove ENVIRO ONE PUMPS. The County Inspection Deportment to approve and inspect the installation of the make and PRIME Nr18 AGGREGATE o 25 LB5/SY WITH CRS-2 O 0.35 GAL/sY a --� + r +I- + INITIAL SEAL.: 8 AGGREGATE O 25 LEIS SY WITH CRS-2 O 0.30 GAL/SY + + + + + + _ model of the pump. The pumps for this project short be submersible, 2 HP, 3450 RPM pumps operating at 230 volts and capable of delivering FINAL SEAL NIB AGGREGATE o 20 LBS/S/'Y WITH CRS-2 0 0.30 GAL/SY Q 10+ 00 11 + 00 10+ 00 11 + 00 10+ 00 11 + 00 12+ 00 13+ 00 14+ 00 15 USGPM against a total head of 80 feet. 0 W 15. Fire !ones and striping shall be deleted as directed by the Frederick County Fire Marshal. THIS CURB SHALL BE USED WHEN DESIGN SPEED IS GREATER THAN 40 AIRPORT ROAD ENTRANCE PARKING LOT ENTRANCE WATERLINE PROFILE 2'rr5' RURALRAND SUBURBAN AREAS. LPN DEVELOPED ? Z CULVERT PROFILE CULVERT PROFILE SCALE: HORIZONTAL: 1 50 ; VERTICAL: 1 5 OFF CURB AND FACE OF CURB) ASHAL.RADIUS � a 3"4" SCALE: HORIZONTAL. 1 = 50 : VERTICAL: 1 i 5 SCALE: HORIZONTAL: 1 = 50 ; VERTICAL: 1 4" METER BOX and COVER . J I�1" T - -� 5 � �i - •• PR. STREET OR 2"R B - t 1" 7- BE PAID FOR AS RADIAL COMBINATION CURB AND GUTTER. METER SIZE METER BOX METER BOX COVER THIS ITEM MAY BE PRECAST OR CAST IN PLACE. Z I a1 A AISLE APPROACH TO „ - g Non -Traffic M32C-PW CONCRETE TO BE CLASS 0.3 IF CAST IN PLACE, 0 1 G�1 BE THE SAME AS 6 5/8'x3/4' or 3/4" 18 in. Dia. 7" k- 2'-0" PSI-4000 IF PRECAST, V I �I Traffic A32HH - T MAINLINE ROADWAY. VAN ACCESSIBLE SIGN 1 (nl a THIS AREA MAY BE CONCRETE WHEN IN COMBINATION MOUNTABLE CURB AND 1 I a Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) • (RADIUS TO BE AS I C I C XI (RADIUS TO BE AS CLASS A3 1" 24 in. Dia. AT THE OPTION OF THE CONTRACTOR GUTTER IS USED, THE STANDARD ENTRANCE CUTTERS W SHOWN ON PLANS) I AI �p SHOWN ON PLANS) H.E.S. Traffic MC-30 (Frame) WITH RML-12•T (Top Lid) OR STANDARD CONNECTION FOR STREET INTERSECTIONS 12" x 18" STNO. - _ _ _ _r _ ( ) THE BOTTOM OF THE CURB AND GUTTER MAY BE TO HAVE THE MOUNTABLE CURB CONFIGURATION F- ® - END OF STALL - 1 u CONCRETE CONSTRUCTED PARALLEL TO THE SLOPE OF SUB- INCORPORATED f- RESERVED RESERVED STRIPE OR CURBING A v�I PARKING PARKING treated 2"x 4" with SURFACE COURSES FRONDED A MINIMUM DEPTH WHEN R C STANDARD t5 SI BE TIED INTO EXISTING / OF 7" IS MAINTAINED. BARRIER CURB. THE TRANSITION IS TO BE MADE WHITE PAVEMENT MARKING, / 8 SECTION C-C top 6" painteC blue WITHIN 10' OR THE CHANGE IN STANDARDS MADE 4" WIDTH, LENGTH AS � � AT REGULAR OPENINGS. SHOWN ON PLANS. I meter cover CG-7 STNO. U-CHANNEL POST a D - WHITE SYMBOL PER ADA i' RADIAL COMBINATION M CONSTRUCT GRADE CHANGES WITH A set 2" above 7 » (� Q z ON SOLID BLUE BACKGROUND ____ PARABOLIC CURVE. tin grade prior COMBINATION 4 CURB & GUTTER- 5 CURB &I (GUTTER 18" VAN varies as required to sodding ACCESSIBLE a WHITE PAVEMENT MARKING. 4 I ® (ST'D. CG-6) ,t� WHEN THE ENTRANCE RADII CANNOT N.T.S. �'! Z 4" WIDTH, 2' CC: 45' ANGLE 6" SIDEWALK 6 ACCOMMODATE THE TURNING REQUIREMENTS (SEE VDOT (CG-7) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) J N (7 u' EXPANSION JOINT EXPANSION JOINT OF ANTICIPATED HEAVY TRUCK TRAFFIC, THE corporation J a J I-P-L •OTIONA113 -J DEPTH FOR SIDEWALK AND CURB RAMPS stop 3" stone bedding18'`21` meter�by F.0 S A Q Krr ><1ap.-fipp r FLOW LINE --- meter box surrounding lox ., row-x r zarc rorAw,r txart WITHIN THE LIMITS OF THE RADII SHOULD BE g OR 5' NOTE: WIDTH "B 2'-0" MAINLINE ROADWAY INCREASED TO 7". angle check valve W W Q NOTE: OR AS SHOWN ON TYPICAL I g W _ VAN C ALL CONSTRUCTION SHALL CONFORM TO ADA SECTION, WHEN STADABU CG-11 N USED FOR 1, 3s` min. with drain valve ACCESSIBLE SIGN ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. �N +' ENTRANCES BUILT IN CONJUNCTION WITH 45° 8' min. angle yoke I � �y SIGN PAINT: NO-REFLECTORIZED. ACRYLIC LATEX TYPE 442XX P"' " ` vl VDOT PROJECTS, PLEASE NOTE THE u ai W Z -PROP. GROUND � - ba I valve r TRAFFIC MARKING PAINT BY DEVOE, LOUISVLLE, KY OR EOUAL FOLLOWING: W a. ,- type Kcopper 1" �. V I O SIGNS MAY BE PLACED ON BUILDINGS WITH 8% MAX ++ MAINLINE PAVEMENT SHALL BE CONSTRUCTED tubing, continuous CONSENT FROM BUILDING INSPECTOR. EDGE OF SHOULDER OR 10 D TO THE R/W LINE (EXCEPT ANY SUBGRADE without joints from 2 ft. 0 H" (; V PARj0)LIC SLOPE CHANGE main main to meter PARKING LOT STRIPING DETAIL OPTIONAL FLOW LINE CURVE M -- D WHICH CAN BEZATION R QUIRED NED OTHE AI NINE PVM) T. METER waterSET71NG PARTS 6' stone bedding a 0.7 Y NOT TO SCALE - - RADIAL CURB OR COMBINATION CURB AND line meter angle yoke angle check expansion I 0 0- W size size yoke ball valve valve wheel trench width MAINLINE ROADWAY 8% MAX. �_ D ANY GUTTER SHALL NOT BE CONSTRUCTED curb &gutter as required � ® BEYOND THE R W LINE EXCEPT FOR 1' 5/8"x3/4' Y502 BA94-224W HHCA91-323-TV EC-23 Street W PROPOSED GRADE SLOPE CHANGE / & C84-34 ,� Q W HANDICAP SIGN DETAIL REPLACEMENT PURPOSES. 6"dia schedule steel NOT TO SCALE 5 40' MIN. FOR D 1" 3/4" Y503 BA91-323W & HHCA91-323-TV EC-23 3' pipe filled with concrete F- J ` MIN' STREET CONINECTION WHEN USED IN CONJUNCTION WITH STANDARD C84-34 & C84-34 m N and aimed 3IAJ CG-3 OR CG-7, THE CURB FACE ON THIS 1" 1" Y504 BA94-aaaw HHCA94-444-TV Ec a 2 p yellow U THREADED END AND CAP 2O' DESIRABLE FOR M to back of + ! STANDARD IS TO BE ADJUSTED TO MATCH THE t' o 1' COMMERCIAL (ENTRANCE MOUNTABLE CURB CONFIGURATION. V.. INSTALLATION NOTES: sidewalk T O ,^ 2' V N (OR AS SHOWN ON PLANS) SECTION A -A SEE STANDARD CG-12 FOR CURB RAMP DESIGN 1. Exact location of meter box assembly O n 4" OR 8" RISER (LENGTH VARIES) :. 5 ' PA GUIDELINES FOR GRADE CHANGED TO BE USED WITH THIS STANDARD. to be approved prior to installation 18" dia. e ... ... r s K�., g concrete O 2 encased in 3ater service CdiaSSCH40 PVC or ing street shall be M m ' ° 1 6' ■ PLANS ARE TO INDICATE WHEN CONSTRUCTION OF ENTRANCE VOLUME DESIRABLE MAXIMUM ; copper ; encasement 4 X 4 X 4 WYE OR A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE d O 6 X 6 X 4 WYE HIGH MORE THAN 1 500 VP 0% 3% SDR21 piping The piping shall run from MEDIUM (500-1500 VPD) <3% 6% DRAINAGE ACROSS THE ENTRANCE. one foot beyond sidewalk, across the y concrete O 10" TURNDOWN TEMPORARY PLUG ■ 4" CRUSHED STONE AT END OF LINE LOW (LESS THAN 500 VPD) <6% 8% OPTIONAL FLOW LINE MAY REQUIRE WARPING OF street, to one foot beyond sidewalk thrust block N (3000 PSI) 4" CONC SANITARY LATERAL ■ A PORTION OF GUTTER TO PRECLUDE PONDING 1• x 1"TEE (T4aa-444) BOLLARD DETAIL 6x6xW1.4XW1.4 WWF (1.5" Min. CLEAR) VALVE BOX DETAIL FLOW METHOD OF TREATMENT OF WATER. DUAL METER INSTALLATION .- O N to E CONNECTION FOR STREET INTERSECTIONS 5/a"x3/4", 3/4" & 1" METER INSTALLATION ■, � rn U N t` TURNDOWN SIDEWALK DETAIL _ � - STANDARD POLYETHYLENE AND COMMERCIAL ENTRANCES Figure 5 direction of setting to oe approved prior to installation C N 1 I RISER WITH CAST IRON LID ( 0 N N N NOT TO SCALE (OR EQUAL) VDOT 2001 STANDARDS `CG- 1 1) NOT TO SCALE cG-12A 0 Q LO 0 C O 7" WHERE STD. CG-3 OR �_ as required concrete pad 1 -6' sq. x 6' deep O CG-7 IS USED. W Y 01 't . 3 (OR AS SHOWN ON PLANS)`y;f�' 6' o" 4'-0" O *5 � 4 0"� ` • � ® 2` min. - 6" max, ' � � ova STD. CG-2 6" 12.tY. MAX. 48 1 MAX. I -0 (U C �Yf �r OR CG 6 4 C v 'C) 8' -� ° y'• 20 : 1 v 0 C Q : MIN I LU m 4) 3, 4" stone Q •N _ ,1 MAX.) SECTION A -A / I screw type SANITARY LATERAL CLEANOUT DETAIL ' / valve box e - L, W stone stone to be minimum F- 4" CRUSHED STONE 'A t # 5 DOWELS, 8" LONG • • • .. I Z O NOT TO SCALE o 12" C-C of 6" above top of base . 3 (3000 PSI) 4" CONC S' D" MI 3' 0" 5'-0" MIN PERMISSIBLE ,•, •.• locator marker (n SLOPE 10�1 CONSTRUCTION JOINT •:•:•.;.;r •:: •'• •• • •:, stone 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) GROUND LINE - GROUND LINE MIN. PERMISSIBLE MAXIMUM i CONSTRUCTION JOINTegalug IR: :;Y: f;S;. ;:;:;,;:;••.•` ENTRANCE WALK DETAIL GENERAL BACKFILL GENERA BACKFILL ' 4j i :.I' aid N M NOT TO SCALE (SEE NOTE) (SEE NOTE) B + Z B - } SECTION B-B r � y 24' CAREFULLY 24" CAREFULLY •''''ii" • •i ti. dl Z LIMITS OF EXPOSED AGGREGATE SIDEWALK , i ,ti; •• : � COMPACTED COMPACTED + •':;:;:;.:;:•:•i;•'?;i ;%: W SELECT BACKFILL SELECT BACKFILL , ,.;.•.;:;s;� :;:;• :;:;:;:;t•ii i•i";•i mechanical join, 4 J Cp ® ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS _ �t7;I�fk,ri;�I iy i?:3•i(7?� swivel tee with z STONE AGGREGATE -- /2 0. .+ 6" UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT + .;;_.;;:::•;i; f.,•�Sh:;i?t;i=:I�$�"y 6" branch �-1 PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A$il;Si.;:;:;:;:Ti;:;.;ir:,i;;;�i,iT,�i,i,Kr;•, i �>�>� to - I 1 2x4 TOP RAIL A TANGENT PLAN FACILITY THAT CAN BE APPROACHED, ENTERED AND z STONE AGGREGATE O O USED BY PERSONS WITH MOBILITY IMPAIRMENTS. 0 W I I 1x6 BOARD, CONCRETE - ---- 1/2 0. .+ 6 �`�r■rn U FRONT do BACK j u;. NOTES FIRE HYDRANT ASSEMBLY I ( TOE NAZI EA. lx6 I W/2-8d(EA. RAIL) c= THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING NB" WIDE) Figure 9 -1-0.D D- °tOS�Sx�" REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8" FOR NEW CONSTRUCTION, 6" FOR iH 0 ----j ; I I •+----- 2x4 MID RAIL e ALTERATIONS. srAwoARu CONCRETE CRADLE CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL r I I I N.T.S- N.T.S. DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RAMP FLOOR MAY BE / PRECAST OR CAST IN PLACE). THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE GROUND LINE GROUND LINE FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1. HN C. LEWIS CROSSWALK CROSSWALK SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING No. 21621 PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 8'-4x4 POST O 8' CC / ' TYPICAL PLA�EMENT IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED -e 4j GENERAL BACKFILL GENERAL BACKFILL' r,/f rtr,, i TYPICAL PLACEMENT SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL � (SEE NOTE) (SEE NOTE) �r r AT INTERSECTION OA ti2 - 2x4 BOT. RAIL AT INTERSECTION BE CLASS A 4. WITHIN CROSSWALK WITHIN CROSSWALK REQUIRED BARS ARE TO BE NO.5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP �ssIONAL 1 G ATTACH RAILS TO POST ,-- (WITH BUFFER STRIP) FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1%2". GRADELJ PROP, W/3-100(EA. RAIL) CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT 24' CAREFULLY 24" CAREFULLY I I I COMPACTED COMPACTED -M1 - CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE -IN -PLACE. SELECT BACKFILL SELECT BACKFILL CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO TO CURB RAMPS ARE INCLUDED IN PAYMENT I I I �'/J .+ 6" WOHENUSED ICURB/CURBCONJUNCTION AND RWITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS I I STONE AGGREGATE--._ 12" DIA. POST TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. DATE: SURVEY: I I FILL W/CONC, HOLE, �- I I r+1 0 < CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. 29AUGO� AERIAL ' I I O a THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSA13LE ROUTE ® WITHIN THE RIGHT OF U U CONCRETE CONCRETE- 1A2O.•+ 6" WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PDS NOTES: Y� -� PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS SCALE: DRAWN: ALL LUMBER TO BE PRESSURE TREATED YELLOW PINE NO. 2. DIAGONAL VARIATION OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC, WILL ALSO AFFECT PLACEMENT. 1 "=40' PLC FINISHED SIDE TO FACE ADJACENT PROPERTY. WHERE FENCE IS LOCATED ON PROPOSED RETAINING SPECIFICATION WALL, USE 3" DIA. STEEL POSTS dr ATTACH TO WALL NTH CONCRETE EVENT CONCRETE ARCH PERPENDICULAR CURB RAMP �)E�-� C. I.: JOB NO.: PL 1/2%8"x8" AND 4-3/4" DIA. x 8" HILTI BOLTS. N.T.S. N.T.S. NA 9908023 / CONSTRUCT (2) 4' GATES SIMILAR. PROVIDE GATE LATCH. NOTE: TO BE COMPACTED TO 95% OF ASTM D698 MAXIMUM DENSITY. (ACCESS FOR MOBILITY IMPAIRMENTS) 105 PROPOSED FENCE DETAIL TRENCH AND BEDDING' DETAILS 203.05 VIRGINIA DEPARTMENT 01 TRANSPORTATION 502 D NOT TO SE FIGURE 1 SPGSHEET: REV2-REV 4 CAL4