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HomeMy WebLinkAbout52-02 Airport Business Center - Lot 4 - Shawnee - Backfilen rb m 0 G NERAL NOTES VD 0 T GENERA L NO TES LEGEND VICINITY MAP Vl. All work on this project shall conform to the latest editions of the Virginia Department of - "" M "' SCALE 1 = 2®�0� �- 1. Methods and materials used in the construction of the improvements herein shall conform to the current Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and EXISTING INTERMEDIATE CONTOUR - - a _ , a County construction standards and specifications and/or current VDOT standards and specifications. Sediment Control Regulations and any other state, federal or local regulations applicable. In the as silt basins during construction 2. Measures to control erosion and siltation, including detention ponds serving g � event of conflict between any of these standards, specifications or plans, the most stringent shall be Quern. EXISTING INDEX CONTOUR 40 .., . � Xr, � ;- � � ._ , �;_ .���. � LAJ W provided prior to issuance of the site development permit. The approval of these lens in no way must be pro p P P PP P Y PROPOSED CONTOUR � , r p •.- • �-" .. •�.; •, �"° `^ � irk' f� ` � ``�~•` ­ "*,, Erosion and Sediment relieves the developer or his agent of the responsibilities contained in the Virginia Er P g P Control Handbook. latest U S. Department of Labor Occupational Safety and V2. All construction shall comply with the let p p y Health Administration and VOSH Rules and Regulations. g OF PAVEMENT - EXISTING EDGE PA PROP E P % Bt�_233... ,a ... 3� < � ,.::.- � -�, E :� ,: :... .� ., ;�-.• .: .,::,,. ;.. ,.:.�.� ....� .. _ ..,,-..,��J:;,;:� .- �t.; y� :. �f .<: , ,,. < _ .. �. C � <, ,.-.� : ;..: ,:., ., ,` y ff � + �= � «. ` • � �'� �� �' � PROPOSED EDGE OF PAVEMENT F ^.` t 4 � ,,:: ,. �e s " °�` •,_. ,: ,, cat �, °- :.., . �� ��, C > ,f,4., ^. ' he Resident Engineer, Virginia Department of Transportationright-of-way,or 3. A permit must be obtained from the Office of t g g p P tem orar shall V3. When working on VDOT all traffic control, whether permanent temporary, g X �•&�-� EXISTING CURB AND GUTTER �._,_ _,._.__ _.__._ .�__ _____- --- ..,_ . � : S' �, a- ... Y : ;i:�� .. : �.:•.. ' Frederick Count prior to construction in existing State right-of-way. (VDOT) and Fr y p g g Y t the current edition of VDOT's work area protection manual. Furthermore, all be in accordance with p fla be in the latest the VDOT Road and PROP C&G f ,!: � � +.; y. z N 0 when such permit is 4. Approval of this plan does not guarantee issuance of an entrance permit by VDT p traffic control gg ers must certified accordance with edition of o 104.04-C. Bridge Specifications, Section PROPOSED CURB AND GUTTER :...:.: • , ,-x t:•;.'- .� rJf ::,� t ,a., . i.. • • :_: rr: ,. .L..i, 1.... '. ':L= : ,:>Y ..; ? , . _. 0 4 r. , .1� ; � j � x l „"' 0 � required under State law. q n ���-C i .U-6h �. .:� 1 , ,ti n, ... 1, •: - r �.:: tr .. l!7 N co location of all rails will be determined b VDOT personnel. " A joint inspection will be held 5. The 1 Y P J P an and all utilities including V4. The developer shall be responsible for relocating, at his expense,Y g TRANSITION FROM CG-6 TO CG-6R �= - __ .. _� _� _ _ - -- >. , ,- ..q �.t u , _ f.. F:..: , ...,, •, u. f..... .: ...:..... �...., t r/,_.. �, . �..:. . , .'F' :. `' exact guard x g yes of the Virginia Department of Transportation and Rep resentatives with the Developer, Count Representatives,a p g p P P Ythe . be The developer be traffic signal poles, junction boxes, controllers, etc. owned b VDOT or private unlit company. It is which a sole responsibility of the developer to locate and identify utility facilities or items,m y EXISTING TELEPHONE LINE ,; k .::�:' _ • � -•� "�'"' �. ; � ' ` '� \ ..1unche5te:, MuaC�pai f; co m N (VDOT) guard real and of awed ditches will needed. will VDOT to determine if and where g / p P „ . this joint inspection." Refer to responsible for providing guardrail and paved ditches as determined by i J p P be in conflict with the proposed osed construction activit VDOT a royal of these Tans does not P P .. Y PP P relieve the developer of this responsibility. PROPOSED TELEPHONE LINE T �., [J y. 15" .< ,. .... �, ,- '�`� r � G •- � n ,t .s - ,:, �.� . tr o.t.' , ! �`� . c ': r:,:.. k ., `t.�, h - A Ir? , ..,.,�j: ' ., ,:.r ; ,., ;. ..�..;.� _.:..;� ::.� . �,,.. -.\.. � �:;E � <� , .�:�� � � t : _ � �f ,��, �.: ��j ^.:.� ,. � �:, ; , fix.•,. . ;. ' .. d i `D to _J - � � o m Virginia Department of Transportation VDOT Guard Rail and Paved Ditch Specifications. g P P (VDOT) Tans be at the construe tion site. Also a V5. Design features relatingto field construction, regulations, and control or safety of traffic may e EXISTING STORM SEWER -----=--L�._�____. ___�._._ _�� PROP. 5 C - .., . ° _. ,.� l ..:.._. .^:� � � �' .e �s t � '� , . 1 # ,' ,:„y a. t �.. Tom'. �r.t,i�".^,... .:`�,.�,-+.4 �¢` .{ �: �. o::. ''fir\✓�\. {�.:�.-.�..i "' r� ' -� � �+: - w ^. ' 1 + - 7�: 1 '"' 1: ,,:�,.,: � .... ,: , <<..; �<. N z = N L v 6. Ana roved set of and all applicable permits must available PP P PP P ct to change as deemed necessary b VDOT. An additional expense Incurred as a result of be subject g y y y p i --�-- PROPOSED STORM SERER ,._ ... :...:..., : ....�...... ..., ." ,-. \' ��}� representative of the developer must be available at all tames. an field revision will be the res onsibilit of the develo er. r _...UJv 7. Warningsigns, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic g g V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT EXISTING SANITARY SEWER s 3 U aX U �' X Control Devices (MUTCD). land use permits for any work on VDOT right-of-way. PROPOSED SANITARY SERER PROJECT INFORMATION 3 � <z 8. All unsuitable material shall be removed from the construction limits of the roadway before placing V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged EXISTING ELECTRIC SERVICE ----- - -� -- --- -�--- .� embankment. and held by the engineer and/or developer with the attendance of the contractor, various County 9. All pavement sections on the approved plans are minimum sections to be utilized when the actual California agencies, utility companies and VDOT prior to initiation of work. PROPOSED ELECTRIC SERVICE L L N n, 0 BearingRatio CBR of the pavement sub ride is 6 or more. Soils tests off the sub ride shall be performed ( ) P g g P V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for EXISTING GAS LINE----�-- SITE LOCATION: INTERSECTION OF MUSKOKA CT. 4 AIRPORT ROAD (RTE. 645) �' for actual determination of required pavement thickness prior to placement. All final pavement and base any undetermined length of time. VDOT will also require 48 hours notice for any inspection. PARCEL IDENTIFICATION NO.: 64-((A))-45K 5) > course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and PROPOSED GAS LINE CURRENT ZONING : M-1 � e w o Secondary Roads in Virginia", and shall be based on a sufficient number of CBR tests to determine the true V9. The contractor will be responsible for maintaining adequate access to the project from the LOT AREA : 53341 ACRES � adjacent public roadway through construction and maintenance of a construction entrance in PROPERTY LINE support values of the soils in the subgrade. Final pavement design shall be submitted during construction accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, CURRENT USE : VACANT and prior to placement. access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Department of FLOW LINE PROPOSED USE : OFFICE / WAREHOUSE to the limits indicated FENCELINE =- ^---- - - - - 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete g P on the and as required at the field inspection. q P Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures for installation and deficiencies immediately after each rainfall, EXISTING POWER POLE BUILDING HEIGHT: MAXIMUM ALLOWED = 60 � plans p to the inlet. The shall proper at lest daily during prolonged rainfall, and weekly when no rainfall event occurs. SIGNS: ALL SIGNAGE MUST CONFORM WITH THE 11. All springs shall be capped and piped nearest storm sewer manholes or curb pipe EXISTING TELEPHONE POLE STANDARDS OF SECTION 165-30 OF be minimum 6" diameter and conform to VDOT standard SB-1. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and �xW THE FREDERICK COUNTY ZONING ORDINANCE.-! 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum EXISTING WATERLINE if TEE ' � ` / PROPOSED WATERLINE W/ TEE � � LL`' � . OUTDOOR LIGHTING: NONE PROPOSED v BUILDING SETBACKS: REQUIRED PROPOSED An, 13. The contractor shall provide adequate means of cleaning mud from .trucks and/or other equipment prior to 36" cover and, when possible, to be installed under roadway drainage facilities. EXISTING FIRE HYDRANT AIRPORT ROAD: 15, 96' entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free V12. Any unusual subsurface conditions encountered during the course of construction shall be immediate) brought to the attention of the engineer and VDOT. Work shall cease in that vicinity Y g g Y EXISTING CATER VALVE MUSKOKA CT.: 15 95 t'. SOUTH (MI); 25' 84' 0 condition at all times. until an adequate design can be determined by the engineer and approved by VDOT. WEST (1'11): 25' 10' : 14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT PROPOSED WATER METER sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut representative prior to placement and fill. Where CBR testing is required, a VDOT representative EXISTING REDUCER - sheets, and connections to existing lines. shall be present to insure the sample obtained is representative of the location. When soil samples PROPOSED REDUCER PARKING CALCULATIONS 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project which will be accepted by VDOT and that testing shall be conducted STOP SIGN ''r WAREHOUSING: REQUIRED: standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. according to all applicable VDOT standards. 1 SPACE / PER EMPLOYEE �' HANDICAP RAMP (CG-12) t_�.� -% 24 EMPLOYE55 = 24 SPACES 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the to the horizontal location as needed V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be DENOTES LOCATION OF STD VDOT D OR 0 RAW J 68 OFFICE: REQUIRED: co contractors responsibility verify exact and vertical of all existing utilities compacted in 6"' lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method �, O 1 SPACE / 250 SF. O � prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing and the construction. A, within plus or minus 2% of optimum moisture for the full width of an dedicated street P P Y PARKING INDICATOR Al2 34,200 SF. / 250 SF. = 137 SPACES CD � utility verification proposed right-of-way. At the direction of VDOT Inspector, density tests performed b a qualified g Y• P Y P Y q INDICATES THE NUMBER OF TYPICAL PARKING SPACES HANDICAP: REQUIRED = � SPACES 02 Q 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a 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. � E_ W result of his construction project within or contiguous to the existing right-of-way. TEST PIT LOCATION REQUIRED: 161 SPACES W M 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be to Frederick County Sanitation Authority to issuance of and/or site V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. PROVIDED: 214 SPACES INCLUDING S HANDICAP LOADING SPACES Pq � � O E-1 � W �?" provided prior grading HANDICAP PARKING (\ U) ,� development permits. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall i SPACES PER 10,000 S.F. 4 1 SPACE PER ADDITIONAL 30000 SF. W 19. The developer will be responsible for the relocation of any utilities which is required as ►. �;. ult of his The be done to responsibility er of the developer. standards and is the respy p. meet VDOT minimum designVEHICLES PER DAY COUNT 100 REQUIRED; 3 SPACES 0 �? O W LU C-) project. relocation should prior construction. V17. Prior to acceptance b VDOT of an streets, an required street signa a and/or pavement P Y Y Y q b g / P` PROPOSED BUILDING ENTRANCE PROVIDED: 6 SPACES O 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected markings must be installed by the developer or at VDOT's discretion, by VDOT on an account high The FAR \ Z � in accordance with state law. In the event gravesites are discovered during Construction, the owner and receivable basis. Stop signs shall be thirty (30) inches tall with intensity sheeting. , REQUIRED: 1.0 W � engineer must be notified immediately. bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed EXISTING STREET LIGHT -t'; - �- 66,550 SQ. FT. / 232,916 50, FT. = .261 ,�, C/1 Gil Q4 a minimum of flour (4) feet from the edge of pavement. Sign posts shall be of a type found on LANDSCAPE CALCULATIONS `/, W � W 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. VDOT's approved list. A copy of this list may be obtained from the District Material Section. Contact the local VDOT Residency Office with any questions regarding sign material and placement. PROPOSED STREET NAME SIGN PARKING PERIMETER = I SHADE TREE PER 40' W p W P 2,001/40 52 TREES REQUIRED -PROVIDED =52 PROPOSED SANITARY LATERAL CLEANOUT in 22. Controlled fills shall be compacted to 95% of maximum density as determined b method "A" per standard P Y Y P • V18. The developer must provide to the local VDOT office a list of all material sources prior to construction. Copies of all invoices for materials within any dedicated street right-of-way must be SANITARY MANHOLE IDENTIFIER 12 PARKING INTERIOR LANDSCAPING=1 TREE PER IG SPACES U) proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified b a registered P PP Y Y g 214 SPACES/10 = 22 TREES REQUIRED-PROVIDED=23 professional engineer and results submitted to Frederick County prior to pavement construction. If a provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. "C" geotechnical report has been prepared, it should supersede the requirements in this note. STORM DRAIN STRUCTURE IDENTIFIER O 42' WIDE CLASS BUFFER a 3 TREE-5/10 LP=13 TREES REQUIRED 13 TREES PROVIDED IN GLASS "C" BUFFER AREA V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement spreader. Density will be determined using the density control strip as specified in VDOT's Road and Bridge Specifications 304 VTM-10. A technician TOTAL TREES REQUIRED = 74 0 -Section and certified compaction shall perform these EASEMENT LINE - - -- --- - -- TOTAL TREES PROVIDED = 14 of excavation or demolition. Names and telephone numbers of the and operators underground utility lines tests. A certified copy of the test results shall be provided to the Residency Office. In additions to depths, VDOT NO ENVIRONMENTAL FEATURES ON THIS SITE am in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. checking stone a representative shall be notified and given the opportunity to be CENTERLINE present during the construction and testing of the density control strip. � � ,�_ EXISTING SPOT ELEVATION � D TRIP GENERATION DATA V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road + s and Bridge Specifications -Section 315. Density will be determined using the density control strip as in Section 315 VTM-76. A technician PROPOSED SPOT ELEVATION 7151 CLASS USE, G.F.A. TRIP RATE USE VPD specified and certified compaction shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. A VDOT representative EXISTING TREE LINE UTILITY CONTACTS shall be notified and given the opportunity to be resent during the construction and testing of the control strip. g PP Y P g g ' 110 GENERAL OFFICE 31,100 S.F. 11.01 / 1,000 SF, GFA 40S V21. Approval of these plans shall expire three (3) years from the date of the approval letter. EXISTING TREE S ;5" OAK 15" PINE 4_1� BUILDING Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co. P.O. Box 1877 P.O. Box 2400 V22. Final location of CG-12 Curb Ramps shall be determined by VDOT inspector. PROPOSED TREE w l �� 15 OAK 15 PINE 150 WAREHOUSING 340®0 SF. 4.96 / 1,000 SF. GFA 1(09 Winchester, VA. 22604 Winchester, VA 22604 (540) 868-1061 (540) 869-1111 FCSA CONSTRUCTION NOTES TOTAL f-^y 5(08 Power: Allegheny Power Phone: Verizon rw b) Cl 9 A 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE TINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. DATE REVISION - 6uu� COVER SHEET P.O. Box 1458 Ha erstown, MD 21741 P.O. Box 17398 g Baltimore, MD 21297 �..t L q c�(' o 1-800-654-3317 (301) 954-6282 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY. N-ry ��•- �_�_ Project Name: 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. BUSINESS CENTER AIRPORT 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF T 0� MISS UTILITY 1-800-257-7777 WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME Owner: Address, Including Zip Code & Telephone No. AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO �. PO BOX 2303 y FIRE MARSHAL S NOTE BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE INVIC, LLC LEESBURG, VA 20177 BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN MARK D. SMITH �' PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. , '"0 N0,022837 '�Q (800)-320-8316 Fire lane markings and signage: Developer: Address, Including Zip Code & Telephone No. Any "No Parking" signs and yellow painted curb locations will be installed 5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: �$IONAL� by field inspection at the direction of the Fire Marshall's Office. A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING SAME AS ABOVE ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. U n SHEET L'j T INDEX FIRE FLOW DATA: MUSKOKA COURT HYD# FIRE FLOW DATA: AIRPORT ROAD HYD# B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES. Engineer Certifying Plan: Address, Including Zip Code & Telephone No. STATIC PRESSURE = 46 STATIC PRESSURE = 54 C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY. 151 WINDY HILL LANE RESIDUAL PRESSURE = 25 RESIDUAL PRESSURE = 3(0 THE AUTHORITY WILL INSTALL THE METER. WINCHESTER, VA 22602 D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. GREENWAY ENGINEERING AVAILABLE FLOW = 839 AVAILABLE FLOW = 1001 I COVER SHEET (540) 662-4185 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: 2 SITE PLAN PROFESSIONAL SEAL & SIGNATURE SOURCE: FCSA SOURCE: FCSA A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. DATE1 AUGUST 2002 B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE 3 GRADING PLAN APPROVAL DATE: S/15/02 DATE: 8/19/®2 WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS 4 E 4S AND LANDSCAPING PLAN THESE PLANS ARE IN CONFORMANCE WITH COMPLETED. 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 5 PROFILE SHEET 6 WATERMAIN LOOP PROFILE 4 DETAILS 1 DETAIL SHEET COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE � THESE PLANS SHALL BE APPRO'dE► BY • Cl/ �C� �� o CJ SCALE: N/A DESIGNED BY. HANTICAPPE PARKING NOTE 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION THE ZONING ADMINISTRATOR PRIOR TO T ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A REMOTE READOUT IS REQUIRED. CONSTRUCTION. FREDERICK COUNTY ZONING ADMINISTRATOR DATE A Handicapped parking spaces and aisles shall slope 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A J 0 B N0. 3151 'SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPT APPROVAL no greater than 2% in all directions. RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. A REMOTE READOUT IS REQUIRED. * SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FCSA APPROVAL SHEET 1 OF 7 S.R 0 5� 0�_ SIGHT DISTANCE : 100' TO CUL-DE-SAC EX. W/'•1 ' U s • STUB -OUT REMOVE PLUG4 Q�' \ �� LU TM. 64-((A))-4b EXTEND MAIN."' �� /? r ADAMS FAMILY LIMITED PIP (� ��v;r ADAMS FAMILY LIMITED PARTNERSHIP `/LLJ D8, 826 PCs. PCs, 419 USE: VACANT / / wv� U % 8 ° 6 �_____�_ DB: 8?_6 PCs PCs. 479 / ZONED: M-1 Us4C,4Nt ZONED. 1°11, '46 W LO 00 16 00 ..r CD tip couRr RIGHT-oF-WAY / /i O / -- - -- G,�.� / ?�,,, I 1.0264 ACRES P. S IUER to c\2 DEDICATED TO FREDERICK COUNTY �f 19 1 Ari FOR PUBLIC USE / f f t 1+ tmsiy ` W +; o 0 of O j ti� a W ,� m `'tea A, ° h w % . •S / f � ry� 50 OFFICE:1500 , ��� �F / k O o \ ► % / / eRWAREHOl18E:500 Cl 10, 0 GND FLOOR OFFICE: 500Il Q �9 J f k / GND FLOOR WAREHOUSE: 3�0004 �� 0 �` J f FIRST FLOOR OFFICE: 3NO# EX. STORM WATER / I T F : 5 A \ / FRS FLOOR WA REHOUSE 0$ 0 O Rpp 1-2 ° B • D r � O � DETENTION Pa'13 TOTAL:10004 12 SAN• 1-11 1 ° B ND i/ WL=6°35 L0 A- FIRE WALL PER 101 BOCA \\ . s PRO (TYPICAL) F.H.801 �PROF. 4" S -21 �✓ a \ 1 GND FLOOR OFFICE: I'000w O 20' SAN SAN. SEW. LAT O / GND FLOOR WAREHOUSE:3,000� (TYPJ / 0 SEW, SM. T � ,� ,- / ` FIRST FLOOR OFFICE; 3f000s 0 r t FI 21'X50" C C. '� / t 64pN PL'ACE �'. TM. 64-((A))-45J/ ,r r J �� st a� RST FLOOR WAREHOUSE: y:f , P OFFICE:1 �0(0(0 r G` TOTAL: PAD FO WAREHOUSE:3,000� J ADAMS FAMILY LIMITED PARTNERSHIP / TOTAL: 4f000* /` LOADING DOCKS DB. S62 PCs.1141 >/r (�' i 24 X,32 CONC. M.101 PG.13SS USE: VACANT / ; , / , i ; DuhJPSTER PAD e \ , _USE: APARn-ENts ZONED: RP ,� ZONED: M-1 W/ C PAQUE SCREEN r j� � � % P. O 3� �' P� o. m �� '� ENCL05URE � 20' x 50' LOADING SPACE GND FLOOR OFFICE: Q' (TYPICAL OF 4) I a °Q' WATER Ex, 20' 5�',.N GND FLOOR WAREHOUSE: 3,000> �^ �I r v} OFFICE:1,000s V. TY . I 1. �- 'P• , Q WAREHOUSE:3 00� � � � SEWER FIRST FLOOR OFFICE: 3,000* :�- . 12" 5D -21 PVC 0 ,0 � ��: i ?7 2IRST FLOOR WAREHOUSE: I,000 �'q ROOF RAIN TOTAL: 4,000* r�M Vi 1_-EWER TD BE ' \ TOTAL:80000 jo 2% YP. 25 it :C`IDE© BY AiRPOrT _,S,NE55 CENTER, mll _ TOP=102.0 ,f I/ e /,� .1" W R t I SERYI.�_ ( P.> F kJ G D CK 0" INV. r / GND FLOOR OFFICE-1,000* i /f' Y t,A � �► GND FLOOR WAREHOUSE- 3,000>a OFFICE:1000 0 r WAREHOUSE:3�000* FIRST FLOOR OFFICE: 3�000* AP ' 0 TOTAL: 4,0000 � BFIRST FLOOR WAREHOUSE, 1,000* r EX. VM P. 3/4" _,9 . -,' STUE3'-OUT 0 ATER METER TOTAL: 8,000# Q' WATER METER / s ! ONgr�L � J` REMOVE PL�4 � � (TYP') ' 1 r,U (TYP.) �C �k M EXTEND MAIN.! piQO N 80, 0 �O. � 20' x 50' LOADING SPACE 2� 16 � � fr._ � POSSIBLE I�LIGNMENT GND FLOOR OFFICE- ' p �p (TYPICAL OF 4) `=' �% Cyr THE. FUTURE 1 r �. GND FLOOR WAREHOUSE- 3,000r -+ r ' '5ANITARY SEWER TO 13E I OFFICE:1,000* r , r; FIRST FLOOR OFFICE: 3000* 7 0 - ,� WAREHOUSE-. 3,0000PROVIDED 15Y OTHER: � t 1 � FIRST FLOOR WAREHOUSE: l,000* TOTAL: 4f000 1 j TOTAL; 8,000 CONC. % 5/W TYP. TM.64d(AD-451 OFFICE:4fo00# OFFICE:4,600* GRIM ELECTRIC CO. I t ! @ WAREHOUSE:1,000* r WAREHOUSE-1,000* DB 895 PCs. 395 TOTAL: 5fo00* PROP. 4" SDR-21 TOTAL: 5,600* %9 1. , _ r SAN. SEW. I AT USE: VACANT nil (TYP.) f NOTE: ZONED: M-1 I 'P, ' ENTRANCE FEATURES (TYP.) ,� / I-I1 1/4° ND I THE SITE DISTANCES AT THE 5 N I � -- -- • tee::•- • �• � •,�. TEE -all GV I --64-A-45D---__ -- ADAMS FAMILY LIMITED PARTNERSHIP USE: VACANT 805 ACRES Pml O _ - t EX 12" W/L a �� STREET SIGN — `�- o -- 4" WIDE PAINTED LINE PER VDOT (TYP) T: t X AWOW ROAD ROUTE (P45 80' RIGHT-OF-WAY POSTED SPEED 45 M.P.H. TRAFFIC I/OLtIME ■ 2200 FER DAY �l TM. 64-((A))-45F BORDERLINE LIZ. F PCs 05. Wl M. 411 / / USE: VACANT ZONED: M-1 I-22 I/2° REND 1-11 1/4° BEND PROPO ED E T RANCES MEET OR EXCEED ALL REQUIREMENTS. THEY 5HALL ALSO BE FIELD VERIFIED AT TIME OF CONSTRUCTION, WITH A VDOT INSPECTOR PRESENT, IF REQUIRED. . CONTROLLED BURNING SHALL BE PROHIBITED. ALL UNSUITABLE MATERIAL5 5HALL BE HAULED AWAY AND DISPOSED OF APPROPRIATELY. 3, DURING CON5TRUCTRUCTION ALL CRANES SHALL HAVE AN AVIATION OBSTRUCTION FLAG AND/OR OBSTRUCTION LIGHT VI5IBLE DURING OPERATIONS AND MUST BE LOWERED AT NIGHT UNLESS LIT. INTENDED HOURS AND DATE5 OF OPERATIONS NEED TO BE COORDINATED WITH AIRPORT STAFF NO LESS THAN TWENTY FOUR HOUR5 PRIOR TO THE COMMENCEMENT OF WORK 4. ALL FIRE HYDRANT5 SHALL BE PROTECTED BY BOLLARD5 WHERE NECE55ARY AND FIRE LANE NO PARKING, MARKINGS AND 51GNAGE TO BE LOCATED AT EACH. 6R - a EX 12" W/L �CG-12A TYP. PROP 6" TAP REMOVE EX GAURDRAIL AS REQUIRED �. 1-8" GV PROP. EP AND REPLACE AS NEEDED m �; , _ , CG-II ENTRANCE 38' ' GUARD RAILRIGH120 T TURN TURN LANE -j* 4" WIDE DASHED PAINTED LINE PER VDOT (TYP) EEC. FIRE HYD. TO BE RELOCATED t� EP 100' - 450' 450' TO WITHIN OF NELU ENTR. CURB TAPER } sIGHr DISTANCE SIGHT DISTANCE t - ____ .----_--_—_-_ -- _ 268' TO INTERSECTION OF MUSKOKA CT.' PREstON PLACE APARTMENTS USE: --- RESIDENTIAL 2L97 ACRES 30 15 0 30 60 SCALE: 1" = 30' 05, 0 F--I a 110 MARK D, SMITH No, 022837 `s1tONAL �y a W E. MM co Z H 1� % E-� o w Q > O a� C w E­1� N -z!� W O 1--Icl) � C) � Q O w UD 0 a a DATE: JUNE 2002 SCALE: 1" = 30' DESIGNED BY:AW FILE NO. 3151 SHEET 2 OF 7 nro EX /Ilei / 72 4 @ r 6 70 � � I / / li 1 f 7"' 714 71 f X4��, � � � �, �-.��"� }�1 � F.F.=727.7 / ,(� B.F. . f } ; � �' •....��... !� ��`� 1 h X / ' 2 ,7 ,/�, 71 / ' _ 1 / /3, o /r 2 // .X F.F.=728.3 r .. j / 1 / X B.F. 18.3 '; > f' ,� 1F.F.=712/2 X 77 72 � 7 ./ • I' , ` I t T d ,\ , 1 d '\�r,,,,-..r / / ,, �� / � �f,/ p . b •- � , ��" 71 7` �� �, J f, o ,�' ,✓ r � ,/ / I pl`' , �J' j . l 1 F.F.=72q.i 7 .✓ ✓ / :, 1 i ,� ,- . , / B.F.=71q.i :" i / / / F.F.=719q / l f � t, s � � 1 rs�' ✓ I �I � � J r 72 01, 150 :.X F.F.=7 q ,, � � f / f� f% F.F/-408.3 J�° r 7�. ' -- B.F.= 1q.q `;- > % f f / / / / /70j/✓ f t -jam X / i1 ! iJ `- i / 1 - .1 / f ' • f / ` / 1 70 705k 1 / \ / A / r �J P '--�-�715� '' -�'`` f /f / i ' a`I� " �� - / ''1 % .,''' e'''' f, � a 7151� l � � r � � } •! y •.:� - �: �. � ri6 ,l ! �' / / i X : � = • �o �� -. � % ! �---_._-! l -., � � � : ..�' 1 � f � / / d -__•� .X' �. i J ,l } � � ,1 � �� -.•1 � `` '' ` Q J i / � — lc� 1 i � l l / f r' f F.F.=730.7 t i .s, J i / 'A 3 ,- B.F.=720.7 1 / ( / r.ii , lop j'� ..�`\�71 3� ' ���! 30 , 71 / t ' ,P / f l 1 ! 30 TG 7 0%? i'307 O� O 7314 F.F.=731.5 J f� ,� l 5 1C B.F.=720.0 , s F.F.=718t5 -} 710-r o� 6''@ 0.67 I79 / � I M jj 72 -r . ,'..•:....-•�•'y �' � ,9 ,,,�.. �-"' � :;�' . '� �� .�• ;:., r At 7--� '.b rJ � � �/� // I' f // 71* co 1 , 72-'iG �,,r �o f/ /71* 71?� 717j'' ?l `� s C•: ^ n0 rr ofi / Il 1 _ i72 0Tc 71 �,Z72 f 0 fiG ; ' 71 G i - -- -- - - - 20 FC5 A E5P1T �. _ 'IoOole 'IAA 71 •_ �= _.,.._._._�. _...._..._. � __.�_.�-__._�.-�--�..._._.-...._.._..._. __�.._._�_'..._�.-.�. ��.^� ��... ..�..�--. ._W�_-�s�-' .�.++��yr �M1ti ti.. ....�— ....._..-.�.. w`^"bY.•."'ti..Y� �.nr+ ..+_.. .r.+. -r•r ."� rv.. w.� `eo^' ^'^Y"_._.........,.`.-+."��'�"_"--._^ 72 EX Ar AIRPORT _ _ROAD t f 72:_x-<QU6_____ _— __` �_- __ ___ W' RIC,N'T-OF-WAY } --__ .___POSTED SPEED �5 M.P.N. +1iAFFir vni 1 IMC _ o"nn cca nnv ..� , ..d. — — ,..., ...e. — ._... 30 15 0 30 60 SCALE: 1" = 30' Z W Z Z WCQ O CO to CO to (0 0 I Z x 0CQ W a W 14ko u, U i a Q E - w V wco w H A �V MARK D. SMITH No.022837 -4 ko.��� t , «,G3 ef ti ` NVAL a 1 W E, Z W U a c w z � C) O W VJ W W Q m x� 00 a a cra DATE: JUNE 2002 SCALE: I" = 30' DESIGNED BY: MSS FILE NO. 3151 SHEET 3 OF 7 i w 04 N O 0 0 N 0 N 0 3 v 0 m w L0 cM 0 H W z J a 0 z_ w Ill z z w m rn rn m c m If 0 Q 1 yj m 0 m LEGEND PRE—DEV. DRAIN. DIVIDE / POST—DEV. DRAIN. DIVIDE TREE LEGEND SYMBOL QUANTITY NAME HEIGHT AT TIME OF PLANTING REMARKS 41 PIN OAK 211 CAL 545 O32 RED MAPLE 211 CAL 545 3' SPACIN 'GIRARD CRIMSON' AZALEA 3611 545 ® 13 WHITE PINE 2" CAL 545 I=,lI3mral kqIL_L7=m71611=641 worej 0,1 ■r-llJmi=Ci;2►1W 1 YV. Tllv_ 1 V 1 1 11V1\ 3ID'L TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 305 O — — SILT FENCE 301 IP STORM DRAIN INLET PROTECTION 3ZA TEMPORARY DIVERSION DIKE 3.10 O1�� TEMPORARY FILL DIVERSION 3.12 ® ../..�..�� DIVERSION 3.13 TEMPORARY SEDIMENT TRAP 3.0 ® ® OUTLET PROTECTION 320 ® —' —' — CHECK DAMS 333 ® -- 5� — SODDNG 336 O O—O—O TREE PROTECTION ® LIMITS OF CLEARNG 4 GRADINCs DRAINAGE DIVIDES CRITICAL SLOPE - CRITICAL SLOPE TO ESE SEEDED, MULCHED AND TACKEL WIT14IN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED UAT14F 14 DAYS AFTER START PR ;AREA 49671.3 SQ. FT. 1.14 ACRES TO SILT FENCE 800 LF SILT FENCE i , RESPONSIBLE L,4ND D15TURBER CERTIFICATION #: DATE: /\` THE RESPONSIBLE LAND D15TUR5ER IS THE F>ARTY RE5P0N5I5LE FOR CARRYING OUT THE LAND DI5TUR5ING <,, ACTIVITY AS 5ET FORTH IN THE PLANS. i & !f o D r i ti. � \�._,��__ _' ^�:,,.�IIC�H EYERCxREEN HEDC�L' �-- --._ ��,� �� 7�� ��`` '`� �✓L��� -•-- � �/-.' ._ -----4- IN, -- ___---,--- _ _____._ --_'-. _ `� _____ •,o, -ter W. RIGHT-0E-W�4 POSTED SPEED 45 M.P1d:V� / ✓ �` `'�-�..,, � /- ""'- TRAFFIC VOLUME = 2PER DAY .-•- "'.` ..._ — ._.. _ � 4182" rr- 4L r 98 ORES . ` r -- _ . �-- OIL .� NB'1'E, -� -'40 2� 0 40 50 SCALE: 1" = 40' / TXV 419 TRW TO f 0 C '129, FT. / s ED=CY STORAGE 4 r22151ii'=4" CY STORAGE QN4 f WIDTH = 18 FEET �� �'°0?t /,'�� 6061 D STORM SEWER RUN FR01 T P6bED smuc7 JRE 1, SHALL BE ROUGH GRADE IS ACHIEVED. THE: /P CTION MEASURES SHALL PROVIDE f F6 PRE —DEVELOPMENT AREA " C". / f � � f I 20' FCSA E$1° t TH I & SHEET 15 FOR EROSION ,AND &E D I EMENT CONTROL_ F URFOSE & ONL �'. EROSION AND SEDIMENT CONTROL NARRATIVE: PROJECT DESCRIPTION THE PROPERTY IS LOCATED IN SHAWNEE DISTRICT, FREDERICK COUNTY, ON SOUTH SIDE OF AIRPORT ROAD (RTE. 645), WEST OF MUSKOKA CT. AT THE INTERSECTION OF MUSKOKA CT. AND ROUTE 645. THIS SITE IS TO BE DEVELOPED IN PHASES OVER A PERIOD OF SEVERAL YEARS, SUM WILL BE TAKEN CARE OF OFF -SITE BY AN EXISTING POND. THE TOTAL PROPERTY CONSISTS OF 53341 ACRES OF WHICH APPROXIMATELY 5334-1 ACRES WILL BE DISTURBED FOR THE CONSTRUCTION OF THESE BUILDINGS. EXISTING SITE CONDITIONS THE SITE IS CURRENTLY VACANT AND CONSISTS MOSTLY OF OPEN GRASSED AREAS. SLOPES RANGE FROM I TO 13 PERCENT THROUGHOUT THE PROPERTY. ADJACENT PROPERTY THE SITE IS BOUNDED BY AIRPORT ROAD RTE 645 TO THE NORTH, MUSKOKA COURT TO THE EAST, AND INDUSTRIAL PROPERTY TO THE SOUTH 4 WEST. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH). STRUCTURAL MEASURES A CONSTRUCTION ENTRANCE WITH WASHRACK SHALL BE PROVIDED TO THE SITE FROM ROUTE RTE. 645. RUNOFF FROM THE ENTRANCE SHALL BE CONTROLLED BY SILT FENCE INSTALLED ADJACENT TO THE ENTRANCE. INLET 4 OUTLET PROTECTION SHALL BE INSTALLED A$ SHOWN. SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE EROSION ACROSS THE SITE. CHECK DAMS SHALL BE INSTALLED ONCE DITCHES HAVE BEEN CONSTRUCTED. VEGETATIVE MEASURES PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (1) DAYS AFTER FINAL GRADING IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (1) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE LEFT DORMANT FOR MORE THAN SIX 660 MONTHS. TOPSOIL THAT HAS BEEN STOCKPILED IS TO BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORAf?,Y AND/OR PERMANENT VEGETATIVE COVER MANAGEMENT STRATEGIES CONSTRICTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE. SEDIMENT TRAPPING MEASURES SHALL BE INSTALLED AS A FIRST STEP IN GRADING AND SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER INSTALLATION. THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED. DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER ANTICIPATED CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN AS NEEDED IN ORDER TO CONTROL EROSION AND SILTATION. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS IN THE VESCH. MAINTENANCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED. IS TRAPPED SEDIMENT IS TO BE REMOVED A$ REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE, GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP. IF THE GRAVEL IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED. PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINAL GRADING. SEEDING SHALL BE DONE ACCORDING TO STANIOARD AND SPECIFICATION NO. 332 OF THE VESCH. SEEDING NOTES: I. TOPSOIL SHALL BE SPREAD AT A DEPTH OF 4". 2. PULVERIZED AGRICULTRUAL LIMESTONE SHALL BE INCORPORATED INTO SOIL AT A RATE OF S2 LBS. PER 1000 SR (2 TONS PER ACRE). 3. FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS, PER 1000 S.F. (1000 LBS. PER ACRE). 4, SEED MIX SHALL CONSIST OF 61% KENTUCKY 31 TALL FESUE AND 33% SERICEA LESPEDEZA APPLIED AT THE RATE OF 120 LBS. PER ACRE. 5. STRAW MULCH SHALL BE APPLIED TO ALL SEEDED AREAS AT THE RATE OF 3500 LBS, PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A RATE OF 200 GALLONS PER ACRE. NOTES: 1. A LAND DISTURBANCE PERMIT NEEDS TO BE APPLIED FOR AND ISSUED BY THE FREDERICK COUNTY PUBLIC WORKS DEPARTMENT PRIOR TO INITIATING ANY SITE WORK. 2, ALL PROPOSED UTILITIES SHALL BE LOCATED UNDERGROUND. 2" SURFACE SM-12.5A OR SM-9.5A 6" BASE BM-25 2" TYPE 1 SUBBASE AGGR. BASE 21-B COMPACTED SUBGRADE SHALL BE COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT PER VDOT V7M-1 METHOD NOTE.• ULTIMATE PAVEMENT SECTION SHALL MEET OR EXCEED THE EXISTING PAVEMENT SEC710N ON ROUTE 645. THE CONTRACTOR SHALL PERFORM A TEST BORING FOR VERIFICATION PURPOSES. STANDARD TYPICAL SECTION FOR ENTRANCES, TURN LANES AND TAPER (NO C & G WITH TAPER) PAVEMENT DESIGN BASED ON A SU15GRADE CBR DESIGN VALUE OF 6. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REWIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. Z W W Z Z Wcl, o c m cv 0co to 3 0) I 0)�y Z $4 x I Lo� W4 � m � N � 1r ,1 b+-1 W A OF D V V V V W1 ARK D, SMITH 9 No.022837 IONAL 0 Z 1�m 1 o a J z w Z �o Z Q C\2 W � w 0 !"0 W , co z W Cf) 04 O J W \ Z F w ��/� W 1-1 V♦ Q O Z 0 0 0 a W a DATE: JUNE 2002 SCALE: 1" = 40' DESIGNED BY: AW FILE NO. 3151 SHEET 4 OF 7 Q 0 v ti to O M 0 0 0 3 0 a to w U) Z g a z Of w w Z_ C� z w a> U 0 W C m 0 a Q M U) a� 0 725 720 715 705 I I 6q5 6q0 10+00 10+00 10+50 11 +00 I 1 +50 12+00 12+50 13+00 13+50 14+00 STORM SENER PROFILE 1-S SCALE: HORIZ. 1"=50' VERT. 1"=5' a 10+50 11+00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 SANITARY SENER PROFILE 1-(O SCALE: HORIZ. 1"=50' VERT. 1"=5' 14+50 735 730 725 `Y 720 715 15+00 710 705 750 r` Pt...: 725 720 _ 715 710 W 705 700 695 6q0 15 16 705 705 700� _ _.._._.. 700 i CP . 133 _.... $ ....off ................. 05lz k 10+00 10+50 STORM SEVER PROFILE IS-1(o SCALE: HORIZ. I"=50' VERT. 1"=5' c,4C4125l 1; New- I FF R p it it, u O >» d > 10+00 10+50 STORM SENER PROFILE 3-(o SCALE: HORIZ. 1"=50' VERT. I"=5' 10+00 10+50 11 +00 715 710 705 700 05 CSST�] 11 +50 725 720 715 710 705 700 zz N 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 STORM SENER PROFILE 9-14 SCALE: HORIZ. 1"=50' VERT. 1"=5' 730 - 725 720 715 710 705 N r Z z 700 13+50 15+00 15+50 10+00 10+50 11 +00 11 +50 12+00 12 +50 13+00 13+50 SANITARY SENER PROFILE 2-7 STORM SEWER PROFILE 7-11 SCALE: HORIZ. 1"=50' VERT. 1"=5' SCALE: HORIZ. 1"=SO' VERT. 1"=5' 14+00 W W Z W o � � co CQ C\2 It o co o a) Z F. x O tn� W �� W � a �� Hw U) W a) 0 co r� O H I OP OF - ,l MARK D. SMITH � NIo.022837 W �IONAL a J W E- H � fy, Z E--q P---f WCo Q� T/E- fv 1-,1 O O W co W W Q W U� 0 DATE: JUNE 2002 SCALE: AS NOTED DESIGNED BY:MSS FILE NO, 3151 SHEET 5 OF 7 00 11Q C) (y) C3 C:) Q LO C:) C:) LO W U) Z Z Of W W Z (9 Z W 4) W (n 4) C: co 0 P- LO co U) 0 0 I (radius to be as shown on plans) ST*D OG-12,\ ') 4' SIDEWALK 6 - t: Expansion, Joint Note: Width "0" 2'-0" or as shown on typical section. Edge of shoulder or Optional Row Line Mainline Roadway UStreet approach some surfacing as mainline roadway L I Radial ombinotion curb and gutter on (St'd. G-6 Optional Flow Line 7- A V Mainline roadway PLAN VIEW (Radius to be as shown on plans) 2 B-1 1 6. Class A3 (F Concrete -ExDonsion Joint SECTION C-C 10' Parabolic Curve vement which D Construct Grade changes with a parabolic curve. 8% Max. lope Chang S - "6'�ange D When St'd. CG-11 is used for entrances built in conjunction with VDOT projects, please note the following: 87. Max x Slope Change D D )K)KMainline pavement shall be constructed D to the R/W line (except any subgrode 40' Min. for Street Connection stabilization required for mainline can I- -mill--' in 120' Desirable for Commercial Entr. po the entrance.) 5' Min. SECTION A - A Radial curb or combination curb and gutter shall not be constructed beyond the R/W line except for Guidelines for Grade Change D replacement purposes. When used in conjunction with standard Entrance Volume Desirable Maximum CG-3 or CC-7, the curb face on this Standard is to be adjusted to match the High (more than 1500 VPD) 0 % 3 % mountable curb configuration. See Standard CG-12 for Curb Ramp design Medium *500-1500 VPD) 3 % 6 % to be used with this Standard. Low (less than 500 VPD) 6 % 8 % (�) When the entrance radii cannot accommodate CG-1 1 ­ I CC- 4' A the turning requirements of anticipated heavy truck traffic, consideration should be given to increasing the depth of adjacent proposed sidewalk to 7 inches. )K Optional flowline may be used for entrances in cut sections. Optional flowline may require warping of a portion of gutter to preclude ponding of water. SPECIFICATION REFERENCE METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT OF TRANSPORTATION 3.04 B t CROSSWALK T � �Mo) io M :'ERMISSIBLE 'ONSTRUCTION JOINT B TANGENT PLAN 7" WHERE STD. CG-3 OR CG-7 IS USED STD * CG-2 *6' 12.1% MAX. 48:1 MAX. OR CG-6 110, - 20:1 SECTION A -A # 5 DOWELS, 5" LONG 0 12" C-C PERMISSIBLE SLOPE 10:1 MAXIMUM �CONSTRUCTION JOINT SECTION 13-13 LIMITS OF EXPOSED AGGREGATE SIDEWALK ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS. NOTES: CROSSWALK THIS DESIGN TO USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 Fr. FOR NEW CONSTRUCTION, 6 FT. FOR ALTERATIONS. CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL 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 rivu3n. r%AMr 3nIALL NUI r_Akr_r_L) A rvl/-kA!MVM Z>Lvrr- Or i/J. CROSSWALK CROSSWALK SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. TYPICAL PLACEMENT IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED TYPICAL PLACEMENT AT INTERSECTION SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL AT INTERSECTION BE CLASS A-4. WITHIN CROSSWALK REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP WITHIN CROSSWALK IVVI I Fi BUFFER 3 1 r-\ I r-) FLOOR, MID-DEPIri OF "Mr- FLUUM. MINIMUM UUNGHLIL GOVLK 1 1/2 . CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE- IN -PLACE. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO THE CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AND ACCESSIBLE ROUTE[E WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, 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. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BE THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. DIAGONAL VARIATION EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS. ETC. WILL ALSO AFFECT PLACEMENT. SPECIFICATION PERPENDICULAR CURB RAMP REFERENCE (ACCESS FOR MOBILITY IMPAIRMENTS'i 105 502 203.05 F VIRGINIA DEPARTMENT OF TRANSPORTATION PROJECT: Airport Business Center Lot 4 COUNTY: Frederick County DESCRIPTION: STORM SEWER DESIGN COMPUTATIONS IMPERIAL UNITS 121912002 FROM POINT TO POINT DRAIN. AREA ACRES RUNOFF COEFF. C CA INLET TDVIE MIN. RAINFALL INTENSITY IN.1HR. RUN" Q C.F.S. ftM�IONS LENGTH Fr SLOPE FT/Fr DIA. IN. n CAPACITI.Y C.F.S. Actual Vel In Pipe FPS FLOW TRVIE SEC. REX1ARKS INCRENI ACCUM. P ER LOWER EX 5 4.30 0.50 2.15 2.15 5 6.80 14.62 7 5 4 0.34 0.65 0.22 2.37 5 6.80 16.12 717 00 717.00 717.20 31.42 0.0115 24 0.013 24.26 8.2 3.8 4 3 0.05 0.90 0.05 2.42 5 6.80 16.43 65.56 712,20 178-96 0.0268 24 0.013 37.03 11.4 19.6 6 3 0.26 0.56 0.15 2.56 5 6.80 17.42 160.00 712.25 60.76 0.0165 15 0.013 8.30 6.8 28.6 3 2 0.30 0,84 0.25 181 5 6.80 19.13 712.01 706.95 159.00 0.0318 24 0.013 40.34 116 41.2 2 1 0.22 0.80 0.19 2.99 5 6.80 20.33 706.75 704.00 61.11 0.0450 24 0.013 47.99 14.4 4.2 14 13 0.18 0.90 0.16 0.16 5 6.80 1.10 712.72 710.63 108.51 0.0193 1 15 0.013 8.97 4.8 22.8 1 ROOF 13 0.30 0.90 0.27 0.43 5 6.80 2.94 13 12 0.23 0.90 0.21 0.64 5 6.80 4.35 710.43 707.93 129.00 0.0 19�4 15 0.013 9.00 7.2 17.9 ROOF 12 0.23 0.90 0.21 0.85 5 6.80 5.75 12 9 016 0.90 0.23 1.08 5 6.80 7.34 707.73 705,51 115.14 0.0193 15 0.013 8.97 8A 14.2 ROOF 9 0.06 0.90 0.05 1.13 5 6.80 7.71 1 I 1 10 0.82 0.85 0.70 0.70 5 6.80 4.74 717.95 711.97 74.73 0.0800 15 0.013 18.27 12.4 6.0 10 9 0.23 0.90 0.21 0.90 5 6.80 6.15 710�99 705.51 136.93 0.04010 15 0.013 12.92 10.3 13.2 9 8 1.28 0.62 0.79 2.83 5 6.80 19.25 704.76 702.88 150.28 0.0125 24 0.013 25.29 8.8 17.1 8 7 0.07 0.79 0.06 2.89 5 6.80 19.63 702.68 700.00 48.43 0.0554 24 0.013 53.25 153 3.1 16 15 0.86 0.86 0.74 0.74 5 6.80 5.03 701.60 700.90 21.10 0.033�3 15 0.013 1 11.79 9.11 2.3 UJ U1 Z UJC\2 0 (0 L0 00 C\2 C\2 --i It Q) co I C\1 00 C\2 0) �Ii C) C\2 LO C\2 Z_ LLJ 0 0 4 114 1-1 ILD cl� (A (1) 0 k*V9 > 70P 0 Y) PA ra MARK D, SMITH No.022837 0 735 :t r. 735 ,T_ .... ...... . .. ..... 7_777.7 A .......... . .. . ..... . .. ........ -------- . . ......... �1 ............ . ....... ..... .. .... ... .................. ........ . ... ........ . -7 - 77 ...... 7- ..... ... ... .. . ....... . ....... ... ..... .. . .... ..... .. . ........... . . .. ..... ... . . ..... .... . ....... .. . . ..... .... ..... ....... ......... . .... . . - . ..... .. .......... .... . .. ........ .. .. ........ . .. ..... . ....... .............. . . ....... ...... .... .. ....... -------- ........ ........ . . ........... . .. .... ......... ... ........... ----- - - ------- .. ........ ;­_,_,..-_.1­­.1­..­ ..... .. ....... ------ ...... ... ... . .. ..... ....... ....... ..... . .. ......... ..... ......... ... .. . .. .. .. ....... ........ . ... ....... ... . ..... . ... .... ..... . .. .... . . .... ....... ....... . ... ......... . ...... .... ...... ... ....... .. . ........... . . .... .... ..... ..... . ........ . 730 ..... .. . ...... . ......... . .. . . ...... .. ....... .. ..... .......... . . ... ...... .. ........ . ........ . ........ . ..... ...... ..... 4_1 ....... .... .. .. ......... .. ... ... .... ... .... ..... ............... ­­, . ...... ... .. .... ....... . ....... ........... ........ .... .. .. ..... .. ...... .... .. ....... 1 730 . ......... . .... .......... ....... . ... . .. .. .. .......... . .. . ........... ... ... . ..... .. .......... . .... ..... . . ............ . ......... . ........ ... . . ....... . . . ......... . .. . ............ ... ....... .................. - ------ ...... .. . ....... .... . ...... . . ..... .... ... ..... ..... .... ........ . ..... ......... ..... . . . ... ...... ............ . ..... . ..... .... ..... .. ........... . ..... ..... .. .... .... . . .... . .. ........ - A,— . .... ....... . . ........ .. ... ------- .. . . . ....... . . ........ 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Fin- ........ ... ...... . . .... cr-* LU LU A Z.- Z ..... .. . . ..... . . .. .... 4:0 + .. . . .......... ..... C (f) I ...... ............... to. 10 Ito. -------- + + + + + + +_ __ ­+ I—+ -cq- DATE: JUNE 2002 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 1(0+00 16+50 17+00 17+50 15+00 18+50 Iq+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 SCAIE: AS NOTED NATER MAIN LOOP PROFILE DESIGNED BY-M-SS SCALE: PORIZ. 0=50' VERT. 111=51 FILE NO. 3151 OF7 CID S� STONE CONSTRUCTION ENTRANCE CONSTRUCTION OF A SILT FENCE BLOCK AND GRAVEL DROP INLETZ o (WITH WIRE SUPPORT) SEDIMENT FILTER PIPE OUTLET CONDITIONS BLOCK & GRAVEL CURB INLET 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. A A UJ 70' MIN. EXISTING TRENCH UPSLOPE ALONG THE LINE SEDIMENT FIL TER UJ PAVEMENT OF POSTS. I Al WIRE SCREEN CONCRETE BLOCK CURB INLET d FIL TER CLOTH- _,,0, 0 May. AMOUNTABLE BERM f d l (OP770AIAL) 0 < SIDE ELEVATION PIPE OUTLET TO FIAT C) UJ CQ LXIS77NG GROUND AREA WITH NO DEFINED 00 CHANNEL C\2 i CQ It PLAN VIEW 70' MIN. C\2 00 ID C\2 MIN. co to WASHRACK --------- I M 1-(OP770ML) 110, L a 1 ------------- - CV to W GROUND ,7 10' MIN. l . FLOWIIIIII WIRE SCREEN CONCRETE BLOCK Q) (U 12' MIN. I - J 11, EXIS77NG d Ca ,-1 0 0 C) PAVEMENT 4 GRAVEL FILTER UJ .4 F_ in, to 9 - 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE FILTER CLOTH KEY IN 6"-Q*; RECOMMENDED FOR ENTIRE PERIMETER toSECTION A -A to cu cu GRAVEL FILTER E- -POSITIVE DRAINAGE M/N. 0 VDOT /I TO SEDIMENT FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL WIRE SCREEN RUNOFF COURSE AGGREGATE B TRAPPING DEVICE A WATER WITH OVERFLOW FILTERED WATER FILTERED WATER SEDIMENT • MUST EXTEND FULL WIDTH y) W OF INGRESS AND EGRESS -------- -------------- - ------- f OVERFLOW 3d (MIN.) 0) 0 OPER417ON PLAN VIEW A 0 011111 111, 45 RUNOFF ........ WATER -W WITH IL 111F d 12' MIN. SEDIMENT 0 co Jill PIPE OUTLET TO WELL SEDIMENT DROP INLET DEFINED CHANNEL WIRE SCREEN WITH GATE 2!" X 4" WOOD STUD PLAN VIEW CURB INLET FLOW FILTER CLOTH-/ _7 SECTION A -A L a 6•-7' SEDIMENT -rT SPECIAL APPLICATION SPECIFIC APPLICATION 0 % THIS METHOD OF INLET PROTECTION IS APPLICABLE AT EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE d CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY 0 TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. U) FILTER FABRIC HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW SECTION A -A - - - - - - CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING FILTER CLOTH KEY IN 6"-9'; RECOMMENDED FOR ENTIRE PERIMETER > AROUND THE STRUCTURE. NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE W BASKET, OR CONCRETE. WIREII I 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED REINFORCED CONCRETE DRAIN SPACE SOURCE: VA. DSWC PLATE 3.07-8 GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. -3 AND 3.18-4. SECTION 13-13 USING PLATES 3.18 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. SOURCE ADAPTED from 1983 ftland Standards for Sol/ erosion and Sediment Control and VG. DSWC Plate J.02-1 SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 SOURCE: VA. DSWC PLATE. 3.07-3 Source: Va. DSWC Plate 3.18-1 Sherwood k lynt I I concrete pad 1.-6. sq, x 6" deep� TEMPORARY SEDIMENT TRAP E-1 1'I VARIABL 4'sto I top of manhole at grode in pavement areas unless other -wise directed ORIGINAL VARIABLE trench width as required V-6. screw e volve box GROUND (top shall be set 24" min. above grade in easement areas) odiustobil 36* min. ELEV. 6" dia. schedule 40 e square skid pad 6" thick- general backfill QP I r_\1 - genera I backfill (see note) pipe filled with concrete3 (see rote) loccition marker and p -stone to main wrap around heat shrinkable U93 sheet [WrcipidSeGI by CANUSA] _Volvo megalugged 67 CU. YD./ACRE VARIABLE 7' 5, 4 bolts (3/4- dia.) 8" MARK D. SMITH concrete owe& 35" Max, -1 - "o No 022837 )P 0 adjustment rings (11' max.) 24* select backfill 24* select backfill 67 CU. YD./ACRI- concrete 4 (see note) (see note) �� t III, encasement ,., a 4' MAX. ttwust NoCk 18* to 24' (EXCAVATED) FILTER CLOTH ORIGINAL 6 6 ��-'ONAL \_8' 8". 16"sollid block I I concrete• O.D. O.D. (for valves 12' and larger) GROUND 1/2 O.D. thrust block ELEV. BOLLARD DETAIL concrete ASTMC-150- Note: tN3 detail is also SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP 4000 psi 12- or 16' (typ.) L 6' 6. used for butterfly votesJ pioneer 301 mastic applied stone stone direction of setting to be approved prior to installation between joints and on GATE VALVE exterior side of joints STANDARD CONCRETE ARCH Figure 8 CROSS SECTION OF OUTLET joints are to be sealed with '0" ring gasket as required concrete pad V-6" sq. x 6' deep general lbackfill --generGI backfill TEMPORARY DIVERSION DIKE CLASS I RIPRAP variable (see not(e) ksee note) 4'-0' LENGTH (IN FEET) 6 X DRAINAGE AREA 2" min. - 6* max. I.D. (IN AC.) pipe to manhole J5_1 connection to be 8- � � � / m , 8" DIVERSION I invert channel to provide a by flexible sleeve Compacted Soil DIKE 4' ston 3'-0" min. screw type smooth transition in to out, 4'-0* max. 24* select backfill 24' select backfill 7 for all connections adjustable I . I I (see note) (see note) min- top of bench -wall El tone grout bottom of manhole stone to be minimum I some elev. as -Flow 1of 6* above top of base to form channel stone locator morker top of pipe I." stone O.D. 6* 4 121- 1/2 O.D. egalugs .4. 7 4.5' min. -- -------- L concrete concrete 6" bedding stone TE CRADLE mechanical joint CONCRETE CONCRETE ENCASEMENT W �, NOTES 1. Monhole sections sholl have an external coating of approved bitumostic water proofing prior to installation. // �^ r swivel tee with E 2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of SOURCE: VA. DSWC PLATE 3.09-1/ /� /� ,- .t 6" branch bitumostic water proofing. EXCAVATED FILTER CLOTH 3. Final slope adjustment of manhole frame may be by shims and non -shrink grout AREA 4. Skid pad to be placed around manholes located in shoulders of roads. NOTE: To be comipacted to 95% of ASTM D698 maximum density. E- 5. Flat top costing shall be used on shallow monhole (6 ft. or legs) installations. co C) ONSITE TYPICAL PAVEMENT SECTION FIRE HYDRANT ASSEMBLY W Figure 9 STANDARD MANHOLE ITRENICH & BEDDING NOT TO SCALE COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 Figure 12 Figure 1 W Z TRAVEL AISLES AND LOADING AREAS OUTLET (PERSPECTIVE VIEW) CO W 1 5" SM-12.5A SURFACE COURSE SOURCE: VA. DSWC PLATE. 3.13-2 3" BM-25.0 BASE COURSE 8" SUBBASE VDOT STD. GR-21A COMPACTED SUBGRADE (COMPACTED TO q5% DENSITY LQEL OQ-7 AT OPTIMUM MOISTURE CONTENT NOTES: NOTES: VDOT VTM-I METHOD) 4" REINFORCED CONCRE I'X4*X4'-8' SLATS, 2-FINISH NAIL AT 71 1. THIS ITEM My BE PREQ6T OR CAST *4 PI.AOIL 1. THIS ITIEW WAY SE PRECAST OR CAST IN PLAM 2. CDN=TE TO BE CLA35 As IF CAST IN PLACE. Z CONCRETE TO BE CLASS A3 F CAST IN PLACE. 40DO PSI r PRI)CAN. 4000 PSI F PREcAST. co"Pam cue a wnut Kwm A N 21X4'X4- BE41-*, TOE NAIL TO POST OF 300 FEET OR katt=,g% 3. COMBINATION CURB & GUTTER MANG A RADIUS 3000 PSI TOPAND BarTOM K PAID FOR As OF (a. 5011. TEST WiTTER. W= PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 3OD FEET OR LESS KONG FACE OF 0") %VU K PAC MR AS RADIAL COMFINVIDIN CURB FOR USE OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQJIRED 4" SUBBASE (21-A STON WITH STA81LUED OPON­-%X�M GunvL QLffTgW PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. • e�OF THE CURB 4. MR USE WIT14 STABLIZED OPEN -GRADED 70 THE SLOPE OF SLMAX,MMMMWULM 010MAGE LANER. THE 9anou OF THE Dt-pymt.3-vdat AND To THE DEPTH OF THE PNEIAENT. CURB AND GUTTER SMUL BE CONSTRUCTED O WIDTH VARIES 4- a. YNIS, OURGI 6 10 BE ISO W101 DESIGN SPEED PARAI.I.D. TO TIE 51LOPIE Of It 40 MPH OR LESS ON RURAL HCHAWS AND SAID TO THE DEM OF THE 4*X4'Xb' POSTS 0 WH OR LESS 04 MELOPED UR" AND PAVEIlM. SEE SITE PLAN Uzw SUBUIRMAN AREAS, IF THESE DESIGN SPEEDS ARE S. THIS CURS WY OF USED WITH AW DESIGN SPEED 0= BUT 15 R13OUF!ED WHEN DES" SPEED 15 GREATER WIRE MESH REINFORCING V.D.O.T. 114" RURAL �IIIDI�NIAYS AND 45 MPH ONSITE TYPICAL PAVEMENT SECTION ROAD AND BRIDGE STANDARDS SECTION 301.04 a.-O. IN DEVELOPED URBAN A SUBURBAN ARE$& CC ---------- - 311 - - - - A 5, WHEN THIS STANDARD 15 TO BE 7" Ma Dasnw. '/4 A% __J %•MMER CURB, THE TRANSITION 6 TO BE MAW WITHIN y A - I . I OP OR THE CHAOM IN SWIDARDS WME M RED" NOT TO SCALE 4 '4' NOTE& OPEMNG& R Vill" COLO"T" MOUNTABLE CURB *0 GUTTER IS 411 A USED. THE STMOARD ENTRANCE OUTTERS OR STANDAFW 1. PRESERVATIVE STAIN ON ALL WOOD. 7. .4 2 COLOR To MATC44 THAT OF BLDG CONNDMON RM STREET ARE TO HAVE THE MOUNTARE CUFS CONFIOURATION PCOFPOP44M PARKING STALLS CLASS A-3 CONCRETE 411 2. FINII-44ED SIDE OF FENCE 5�4ALL . FACE 7 2 1* ft N) ADJOINING PROPERTY, IF APPLICA13LE. 6" BASE 21-A CONCRM 2" SM-12.5A SURFACE COURSE 1:0071 Jrblift b. _.W DATE: AUGUST 2002 6"SUBBASE VDOT STD. GR-21A COMPACTED SUBGRADE (COMPACTED TO C15% DENSITY AT OPTIMUM SPECIFICATIONS TIE sorrow ac 18, A. MPACTED SUBGRADE MOISTURE CONTENT, VOOT VTN-I METHOD) COMPACTED SUBGRADE COMPONENT MATERIAL arml INY ME CoNsfillim PNRNUn TO TW SLOPE OF SCALE: NA (COMPACTED TO q5% DENSITY (90% DENSITY) HACK RAILS 21' X 4" X 15' "Ila O"SM PROVIDED A AT OPTIMUM MOISTURE CONTENT POSTS 4" X 4" X 10' OR 6" X 6" X I DO AREA Wrr DE CONCREMAT r W r Is mmirumm VDOT VTM-1 METHOD) PICKETS I` X 4" X V OR V X 6" X V THE OPTION OR, THE CONnZMCr=DR TRAS1­1 DU�IPSTER PAD NAILS/ SCRFIAII� GI AVANIZED DESIGNED BYAW PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF (a. 5011 TE5 (NOT TO SCALE) CONCRETE SIDE��ALK DETAIL WOOD FENCE DETAIL FILE NO. 3151 OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQJIRED (NOT TO SCALE) FOR BOTH DUMPSTER ENCLOSURE AND PERIMETER FENCUG COMBINATION 6" CURB & GUTTER PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION, NEST TO SCALE COMBINATION 4" CURB & GUTTER Dt- t2-vdot Dt-dumppad amVIRGINIA DEPAITIFUENT OF TRANSPORTATION VIKINIA DEPARTMENT Of TRAAW-MATION SHEET 7 OF I P-4 Ln (10 0 r� GENERAL NO TES FD 0 T GENERA L NO TES LEGEND VICINITY HAP C3 Vl. All work on this project shall conform to the latest editions of the Virginia Department of 1. Methods and materials used in the construction of the improvements herein shall conform to the current Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and w EXISTING INTERMEDIATE CONTOUR -- - _ w - - - `� SCALE 1 "= 2000' County construction standards and specifications and/or current VDOT standards and specifications. Sediment Control Regulations and any other state, federal or local regulations applicable. In the ' 1 ation including detention ponds serving as silt basins during construction, 2. Measures to control erosion and sit g p g g event of conflict between an of these standards, specifications or plans, the most stringent shall be Y P P g govern. EXISTING INDEX CONTOUR - .�..� 330 UJ W .� ` . s, : ' �^ �y �, ... 4•. -.� ;-.>f��. ,. . }.., .. . � �.. � , } ,:;'.:-•." ,. ., ,•,,xr�r. �'::.... ; '•.:.:: 'fir r� y>•..:_�: �.; ..; ., •,- .,,. ■ F s.,::.t .,. �; ' a .f. t� ;..�� , ,..:...::-.:. , �_:� ,. - ... �, i ,r, , } ,. � ,; z ..... 1 ;' � .. .. �•..�; "� ��.�_.. tC•� �>�. x yv�� �r..; must be provided prior to issuance of the site development permit. The approval of these plans in no way P PROPOSED CONTOUR 40, - • -3p , r....�. Z:, :.: ...... :. r� .� r �. i.:::,. , :.�...: , ,, _ 1 _ � f.. �. � , ' .gj P / . .:a ' '�• `' the Virginia Erosion and Sediment relieves the developer or his agent of the responsibilities contained m h P g P g V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and P Y P P Y 4, 1=X I' / EXISTING EDGE OF PAVEMENT _ ___ _ _ v':..::..- <�;..., :. •.... ..:, ;.. ..,..,.. {r.`i' ....... �. .._:r ..:.de:S .,.,,.».., •. ..C"J: .�•. :. �) .>..f .�.... _..:.:....:.....:......:. ,. a :.._:.:... ;.. • .:..:. _ W...:........... ...:... .:5 snb.aa3 .............. . . •. ,. ,.... ...•........ .:...._ r i . ,. . . rc ...... , '�' Control Handbook Engineer, Virginia Department Transportation Health Administration and VOSH Rules and Regulations. PROP E/P PROPOSED EDGE OF PAVEMENT :. Y y.;: .:, ••. >•/ : -.ram `.. •.dt',.. yr...:: .;.. ,. L �- } �w t `: ,f j• !�. 'h::.-.F �;;.�-• I � -. ;. ., (.,.!!•�•..• • � of f'1 .1:!'• ..: i ;i q.e, t �.t '� �"'•.,� , ` 'r;� � "' J Office of the Resident of 3. A permit must be obtained from the g g P P P h - V3. When workm on VDOT ri lit of wa all traffic control, whether ermanent or tern orar shall g right-of-way, P temporary, .EXISTING C„,,.:.. i_n .. �.G _�.._ _____•_._ __..-.__ __.._.�-.___.._ .�__..- �_� .w.-' CURB AND GUTTERt :,.: ,.' _ r';. ` �;•. a .<•,,.. ::. •"-�' ,,.., .._ ,. 3 :,' .:;;;, ' . ' �<'t' , , 99 i existm State ri _ of wa VDOT and Frederick County prior to construction n g g y ) be m accordance with the current edition of VDOT s work area rotectaon manual. Furthermore, all Ptraffic control fla ers must be certified in accordance with the latest edition of the VDOT Road and PROP C&G �( V,� •; ::::' ;•,: k : :: r:::. ' . J ` ' W it b VDOT when such permit is 4. Approval of this plan does not guarantee issuance of an entrance perm y p gg - Bride Specifications, Section 104.04 C. g P PROPOSED CURB AND GUTTER . - , ,. :• ....�, .:•, , a ' ., �t : w. .,�.. � : f:'' JJ�S T..> . .: , ......_ ;..:, ' ,.; ; , r �, fr , '. _r r�• ,• ... `0 u� required under State law. r (` G49 .�, ;" 100 „ determined b VDOT personnel. A joint inspection will be held 5. The exact location of all ward rails will be de Y P J P 1 utilities,includin V4. The developer shall be responsible for relocating, at his expense, an and a1TRANSITION P P g P Yg FROM CG 6 TO CG 6R _ _ ._ _ _ .. ,._.,:::....._ r....... .. _,. .....a.. ......._..... 1 ..:....:,,.t _...... _ ....�: <.,.,:. rn_..T.,..............,,;..-.-::.•..:.:,..:: .:...-...::.:...:: :. g • Virginia Department of Transportation of the it ini with the Developer, Count Representatives, and Representativesg p p P � Y Pthe ditches �nnl 1 be needed. The developer will beti traffic signal poles, unction boxes, controllers, etc. owned b VDOT or private utility company. It is g P J Y P Y P Y sole responsibility of the developer to locate and identify utility fatalities or items, which may _ �� _-. ___� �- __ EXISTING TELEPHONE LINE -� .,, <<1 ..� •G -:: � `�,� �;. r „ ,-'� eC �'�� ,. --f:. .- - .._ {,:... _.. . ,.;•: .;. ..- �. ;� f .,.�•�-a ��;. ,.,.,�P, � r�-�� .,...:1,_ .:.: �.� �.�;,�,': .':,. � - fy......._ �� d i � � N co o� cU VDOT to determine if and where guard rail and/of paved p (VDOT) g ,, es as determined b this joint inspection." Refer to responsible for providing guardrail and paved ditch y J p of Transportation VDOT Guard Rail and Paved Ditch Specifications. Virginia Department (VDOT) o osed construction activit VDOT a royal of these plans does not be m conflict with the proposed Y PP P relieve the developer of this responsibility. PROPOSED TELEPHONE LINE T. T _ X 15" RCP , . ,• ;....1. ,.� ..,.:._:..t� �h ter...G .:.. k .-..t:,.- .. .:.: - ..::.• <. '. ) !...: .. -.. - . :..4. � � .: � :..� ,tMu n.....,. ,.R,,.. .: f' ; :� � .::.. � .: .. .:: r .:: -.,,. •->~. 3:... .......:.. - ... .:. a ,..,.g. s ;;,,. �.:.1 ;..... ,. •,� ,.-;,.�-, �. ... ,' .; :: ' .,. >.«;: � •; � o, g ent p PSTORM_�-�, V5. Design features relator to field construction regulations, and control or safety of traffic may _ EXISTING SEWER --- _..�..._��._. - �_ - � -- .d. ..! :- : ?" � .-'.. � :: ..: �:. r:.:y!f..' i.rr'.-, ,-1., .,:,'�. 7. '.. w." i, T'r,-,f qt �...� :n� A. -; .r; `�: `/ C wf \ '. :;.' '.:•., >�.oJ.:� _.. �.' :,:..:. .... ,,�,;� , �+�,,,,: �.. > �: --Cu � _ICU et of plans and all applicable permits must be available at the construction site. Also, a 6. An approved s p pp p be to change as deemed necessary b VDOT. Any additional expense incurred as a result of PROP. 15 RCP - . _ . r<.. ,•-r, ���,-. , t� .. ,. .:; .. , ,..;.-'`:;;:. ,,., ......, .. ....... �:'.: `�. r.:. •:_; ,.. ..,, , ,• ,:::.- ..:. -. r �:.,. .:�. .:..' ,..... -.... .:� .,.�„ �� • e, v � times. of the developer must be available at all t subject field be the the developer. -s. PROPOSED STORM SEWER ..� ; .•: ,, . �... „ , ...,,.--_.,,. : ,_ -� Y ,., .� ,.. :.. , f - :... , .:_: r._ F :y d= .. /.,. -�� { C +,.. �; Y. ''•., < '�� �' " °'•" +' � representative an revision will responsibility of .: : , . ��;�• N � S 7_ Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT EXISTING SANITARY SEWER -~~�- 3 v Control Devices (MUTCD). land use permits for any work on VDOT right-of-way. PROPOSED SANITARY SEWER D r T D ]� r IUD INFORMATION 3 8. All unsuitable material shall be removed from the construction limits of the roadway before placing V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged R- EXISTING ELECTRIC SERVICE - --- ---~ �I/ embankment. and held by the engineer and/or developer with the attendance of the contractor, various County U) 9. All pavement sections on the approved plans are minimum sections to be utilized when the actual California agencies, utility companies and VDOT prior to initiation of work. PROPOSED ELECTRIC SERVICE ^ 0 BearingRatio CBR of the pavement sub ride is 6 or more. Soils tests of the sub ride shall be performed (CBR) P g g P V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for EXISTING GAS LINE --- --- ��_� SITE LOCATION : INTERSECTION OF MUSKOKA CT. d AIRPORT ROAD (RTE. 64BO N -� 0, for actual determination of required pavement thickness prior to placement. All final pavement and base any undetermined length of time. VDOT will also require 48 hours notice for any inspection. PARCEL IDENTIFICATION NO.: 64-((A))-45K .� > course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and PROPOSED GAS LINE G G CURRENT ZONING : M-) c w Secondary Roads in Virginia", and shall be based on a sufficient number of CBR tests to determine the true V9. The contractor will be responsible for maintaining adequate access to the project from the LOT AREA : 53341 ACRES support values of the soils in the subgrade. Final pavement design shall be submitted during construction adjacent public roadway through construction and maintenance of a construction entrance in PROPERTY LINE accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, CURRENT USE : VACANT and prior to placement. access to other properties affected by this project shall be maintained through construction. The now LINE Developer shall have, within the limits of the project, an employee certified by the Department of PROPOSED USE: OFFICE / WAREHOUSE 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation FENCELINE BUILDING HEIGHT: MAXIMUM ALLOWED = 60' on the plans and as required at the field inspection. control devices and measures for proper installation and deficiencies immediately after each rainfall, EXISTING POWER POLE 11. All be capped and to the nearest storm sewer manholes or curb inlet. The shall at lest daily during prolonged rainfall, and weekly when no rainfall event occurs. SIGNS: ALL SIGNAGE MUST CONFORM WITH THE springs shall piped pipe STANDARDS OF SECTION 165-30 OF be minimum 6" diameter and conform to VDOT standard SB-1. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and EXISTING TELEPHONE POLE THE FREDERICK COUNTY ZONING ORDINANCE. 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than at the end of construction. EXISTING WATERLINE W/ TEE-- OUTDOOR LIGHTING: NONE PROPOSED$' � 1 one litter receptacle shall be provided at the construction site. V11. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum iTs PROPOSED WATERLINE W/ TEE BUILDING SETBACKS: REQUIRED PROP05ED Pl 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take 36" cover and, when possible, to be installed under roadway drainage facilities. P Y g EXISTING FIRE HYDRANT AIRPORT ROAD: 15' 96' whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free V12. 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 EXISTING WATER VALVE - - MUSKOKA CT.: 15, 95, SOUTH (MI): 25' 841m0 condition at all times. until an adequate design can be determined by the engineer and approved by VDOT. PROPOSED WATER METER"" WEST (MI): 25' 10, " '' `' 14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative EXISTING REDUCER sheets, and connections to existing lines. shall be present to insure the sample obtained is representative of the location. When soil samples PROPOSED REDUCER PARKING CALCULATIONS 15. All sanitarysewers and water mains and appurtenances shall be constructed in accordance with the current PP are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project which will be accepted by VDOT and that testing shall be conducted STOP SIGN �WAREHOUSING..��`~''' "`�' •=" - (REQUIRED: w standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. according to all applicable VDOT standards. 11 SPACE / PER EMPLOYEE �' 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the HANDICAP RAMP (CG-12) ��-^-:�:,.�-! DENOTES LOCATION OF STD VDOT ;24 EMPLOYEES = 24 SPACES ►- contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V14. 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 CCG-112 10� DDII�op[N� SAW WO OFFICE: IREQUIRED: 1 SPACE 5F. � Z E "4 prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing A, within plus or minus 2% of optimum moisture for the full width of any dedicated street Al2 / 250 34 00 SF. / 250 5F. = 131 SPACES O O utility verification and the proposed construction. right-of-way. At the direction of VDOT Inspector, density tests performed by a qualified PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES � � ~ � HANDICAP: (REQUIRED = 1 SPACES Q 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a 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. [--� (� result of his construction project within or contiguous to the existing right-of-way. P j g g g Y TEST PIT LOCATION ® REQUIRED: 161 SPACES a W U1 18. When grading is proposed within easements of utilities, letters of permission from all involved companies be to Frederick Count Sanitation Authority to issuance of radio �..ad or site / V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. PROVIDED: 214 SPACES INCLUDING 8 HANDICAP LOADING SPACES W �D >_4 � Co E must provided prior P Y Y P grading HANDICAP PARTING �/, o development permits. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall I SPACES PER 10,000 5F. Q 1 SPACE PER ADDITIONAL 30,000 S.F. W � O 19. The developer will be responsible for the relocation of any utilities which is required as a result of his meet VDOT minimum design standards and is the responsibility of the developer. VEHICLES PER DAY COUNT 100 J SPACES a' Q'+ '-' project. The relocation should be done prior to construction. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement PROPOSED BUILDING ENTRANCE REQUIRED. 3 PROVIDED: +8 SPACES W iu y�- � "' 20. These plans identify the location of all known gravesites. Gravesites shown on this plan -::ill be protected markings must be installed by the developer or at VDOT's discretion, by VDOT on an account F.A.R. O in accordance with state law. In the event gravesites are discovered during construction, the owner and receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The s REQQUIRED: 1.0 engineer must be notified immediately. bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed a minimum of four (4) feet from the edge of Sign shall be of a type found on EXISTING STREET LIGHT �" Y 66,650 SO. FT.. / 232916 SQ. FT. = 251 W Co raQ pavement. posts (� 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. VDOT's approved list. A copy of this list may be obtained from the District Material Section. Contact the local VDOT Residency Office with any questions regarding sign material and placement. PROPOSED STREET NAME SIGN LANDSCAPE CALCULATIONS PARKING PERIMETEIR = I SHADE TREE PER 40' Q O W "A" V18. The developer must to the local VDOT office a list of all material sources to PROPOSED SANITARY LATERAL CLEANOUT 10 2,001740' = 52 TREES REQUIRED -PROVIDED= 52 M 22. Controlled fills shall be compacted to 95% of maximum density as determined b method per standard P Y Y P AASHTO-T99, ASTM-D698, VTM-1 Density be by provide prior construction. Copies of all invoices for materials within an dedicated street right-of-way must be P Y g Y SANITARY MANHOLE IDENTIFIER 12 PARKING INTERIOR LANDaGAPING=1 TREE PER 10 SPACES W � proctor or as applicable. shall certified a registered provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total 214 SPACES/10 = 22 TREES REQUIRED-PROVIDED=23 professional engineer and results submitted to Frederick County prior to pavement construction. If a prices may be obscured. "C" geotechnical report has been prepared, it should supersede the requirements in this note. STORM DRAIN STRUCTURE IDENTIFIER 6 42' WIDE CLASS BUFFER a 3 TREES/10 LF=13 TREES REQUIRED 13 TREES PROVIDED IN CLASS "C" BUFFER AREA V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating spreader. Density will be determined using the density control strip as specified in VDOT's Road and TOTAL TREES REQUIRED = 14 or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement lines Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these EASEMENT LINE - .- ._- - - -_ TOTAL TREES PROVIDED = 14 0 of excavation or demolition. Names and telephone numbers of the and operators underground utility tests. A certified copy of the test results shall be provided to the Residency Office. In additions to in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. checking stone depths, a VDOT representative shall be notified and given the opportunity to be CENTERLINE NO ENVIRONMENTAL FEATURES ON THIS SITE present during the construction and testing of the density control strip. EXISTING SPOT ELEVATION � ' L TRIP GENERA TION DA TA V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road + '® and Bridge Specifications -Section 315. Density will be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall these tests. PROPOSED SPOT ELEVATION 7153 CLASS USE G.F.A. TRIP RATE USE VPD perform A certified copy of the test results shall be provided to the Residency Office. A VDOT representative EXISTING TREE LINE ��, d. 7•P.x� _ UTILITY CONTACTS shall be notified and given the opportunity to be resent during the construction and testing of the g PP Y P g g, control strip. V21. Approval of these plans shall expire three (3) years from the date of the approval letter. '�'� EXISTING TREE ��� ;�" OAK 11" PINE 110 GENERAL OFFICE BUILDING 31,100 5F. 11,01 / 1,000 SF. GFA 40'3 rah i FEB � � 20�3 Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co. P.O. Box 1877 P.O. Box 2400 V22. Final location of CG-12 Curb Rams shall be determined b VDOT inspector. P Y P r� PROPOSED TREE rr 15" OAK 15" PINE t 150 WAREHOU51NG 34,000 SF_ 4,Sro / 1,000 5F. GFA I(o9 �� °x= 5'= •":' . ° PL#,1NNhgG a EVEL r-vll Winchester, VA. 22604 Winchester, VA 22604 FCSA CONSTRUCTION NOTES (540) 868-1061 (540) 6v9-1111 TOTAL = 568 Power: Allegheny Power Phone: Verizon DATE REVISION s„E�L �" /� r� SHEET l� ®I EP P.O. Box 1458 Hagerstown, MD 21741 P.O. Box 17398 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL. ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. Baltimore, MD 21297 �7dLLiET 1-800-654-3317 (301) 954-6282 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY. Project Name: 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. All F"PORT BUSINESS CENTER 4_ THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF T p� MISS UTILITY 1-800-257-7777 WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME Owner: Address, Including Zip Code & Telephone No. AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN f� 5 PO BOX 2303 INVIC' LLC �r FIRE MARSHAL �s.7 NOTE MARK D, SMITH LEESBURG, VA 20177 PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. 5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: `� NO, 022837 �0� ®` 2 J (800)-320-8316 Fire lane markings and signage: An "No Parking" signs and yellow painted curb locations will be installed Y g g P Developer: Address, Including Zip Code &Telephone No. �`�IO � by field inspection at the direction of the Fire Marshall's Office. A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING NAL SAME AS ABOVE ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. SHEET INDEX FIRE FLOW DATA: MUSKOKA COURT HyD# FIRE FLOW DATA: AIRPORT ROAD HYD# B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES. STATIC PRESSURE = 46 STATIC PRESSURE = 54 C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE Engineer Certifying P11an: Address, Including Zip Code & Telephone No. PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY. 151 WINDY HILL LANE RESIDUAL PRESSURE = 25 RESIDUAL PRESSURE = 3(0 THE AUTHORITY WILL INSTALL THE METER. D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. GREENWAY ENGINEEIRING WINCHESTER, VA 22602 AVAILABLE FLOW = 839 AVAILABLE FLOW = 1001 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: I COVER SHEET (540) 662-4185 DATE: AUGUST 2002 SOURCE: FCSA SOURCE: FCSA A. THE AUTHORITY SHALL. FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. 2 SITE PLAN PROFESSIONAL SEAL & SIGNATURE B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE 3 GRADING PLAN APPROVAL DATE: 8/15/02 DATE: 8/19/®2 WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 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. 4 E46 AND LANDSCAPING PLAN 5 PROFILE SHEET 6 WATERMAIN LOOP PROFILE 8 DETAILS 1 DETAIL SHEET THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY r G' 0 SCALE: N/A DESIGNED BY: HANDICAPPED PARKING NOTE 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION THIN ZONING ADMINISTRATOR PRIOR TO ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A REMOTE READOUT IS REQUIRED. CONSTRUCTION. FREDERICK COUNTY ZONING ADMINISTRATOR DATE AW Handicapped parking spaces and aisles shall slope 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A J 0 B N0. 3151 $SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPT APPROVAL no than 2% in all directions. RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. greater A REMOTE READOUT IS REQUIRED. * SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FCSA APPROVAL SHEET 1 OF 7 014 $.P -�O-�J - off c9 w a N_ N 00 0 c+) 0 N M 0 N 0 3 0 a v? N 0 w z Q _J a z w w w z 0 z w m m 0 U) cn a� C .N m If 0 0- m O ADAMS F 61GHT DISTANCE -- 100' TO CUL-DE-SAC ' EX. W/M STUB -OUT TM. 64-llA))-45 REMOVE PLUGS \� ADAMS FAMILY LIMITED PARTNERSHIP EXTEND MAIN. D5.816 PCs. PCs. 419 USE: VACANT ZONED: M 1 N,p i mf / MUa<OKA COURT RIGA4T-OF-WAY 1.0264 ACRES DEDICATED t0 FREDERICK COUNTY FOR PUBLIC USE O� tt ' O ,} E 10 i / J O W OFFICE:1,500* WAREHOUSE- 500* O fr / ,' l O / � r / 10' 0 / GND FLOOR OFFICE: 500* �4P GND FLOOR WAREHOUSE: 3,000* O Ro FIRST FLOOR OFFICE: 3,0000 FIRST FLOOR WAREHOUSE: 5000 d TOTAL:1,0W* FIRE WALL PER 101 BOCA (TYPICAL) GND FLOOR OFFICE-1,000* 0 / T ��,��' GND FLOOR WAREHOUSE:3,000* FIRST FLOOR OFFICE; 30 ` eFIRST FLOOR WAREHOUSE;1,000* TM. 64-((A))-45J / TOTAL.5,000* ` ADAMS FAMILY LIMITED PARTNERSHIP f' l USE: VACANT ZONED: M-1 j i /� % 3 _ fray /1 v e GND FLOOR OFFICE:1000s N FLOOR WAREHOUSE: 00* GND L OR REHOUSE �D FIRST FLOOR OFFICE:3,000# r ,fit FIRST FLOOR WAREHOUSE: 1,0000 TOTAL: 6,0004 111 W R " 80 SERVI ( R) K �> GD C GND FLOOR OFFICE:1,000* T. ' ,A U o GND FLOOR WAREHOUSE: 3,000* % ` FIRST FLOOR OFFICE: 3,000* • ' 6lFIRST FLOOR WAREHOUSE.1,000* EX. WiM � �--- � ' .° ' OP. 3/4" � STU OUT 1 ATER METER TOTAL: 8000 ' RE OVE PLUC�4 (TYP.) / EXIEND MArIN.t +� 1� 80, 1(' f k � o °a o GND FLOOR OFFICE:1,000 p ��} 0 GND FLOOR WAREHOUSE:3,000* qq' j FIRST FLOOR OFFICE:3,0000 4 0 B FIRST FLOOR WAREHOUSE.1,000* TOTAL: 8,000* ' t f t OFFICE: 4,600# TM.64-(lAl)-451 � � j � °' � WARENOUSE:1,000� Q GR1M ELECTRIC CO. I t ! @ TOTAL :5�o00*PROP, 4" 5DR-21 05 895 PCs. 395 i g � SAN. SEW. LAT USE: VACANT 11 ZONED: M-1 (TYP.) 14 a :v ROP. S . SE - 15 BRIL I + 1-45° END �' �' �" �'9 ¢'- VA f r� PROP. W/M HA �1' r _ - __ Ex 13"1GF 5 EN 12+00 � 13+00 �� BI�OiN� TRANSITION I -- � CL Ak EX12"W/L STREET SIGN,CG-12A TYP. CG-11 ENTRANCE 8' 4" WIDE PAINTED LINE PER VDOT (TYP) AIWM R0,0 ROUlt 645 450' 450' _ _ ._.__.__.._ SIGHT DISTANCE SIGIaT DISTANCE AMILY LIMITED PARTNERSHIP 80' RIGHT-OF-WAY _ N , --ZONED 5-2 POSTED SPEED 45 M.P.N. EP - 268TO INTERSECTION OF MUSKOKA CT. USE: V,4CANT----_4 - "" TRAFFIC VOLUME ■ 2200 PER DAY S.M ACRES O. ADAMS FAMILY LIMITED PARTNERSHIP 'f ' U13�6 PGL PCs. 41Z \ USE: -VACANT ZONED WER O /� �� -p \ aG ,po � A z� 6 \ J I ! dd{{ F t,) j/. i EX. STORI"'i WATER / Oho 1-2 ° B D i' °" , DETENTION POND 12 Air / 5LLM {' O Ni, \\� PRO / t / f F.N. PROP. 4" 5DR-21 3 _ O 20' SAN SAN. SEW. LAT SEW. SM.'T (TYP.) 21'X50' G C. 'n OFFICE: 1,000* 6)- PAD FO WAREHOUSE:3,000* f ON P1-+4CE; 1 LOADINGDOCKS TOTAL:4,000* / IAM- 24'X52' GONG. DB 140:NCs.1399 DUMPSTER PAD U8E:- APA1RTh' EWS ZONED: RP W/©©PAQUE SCREEN • �' cr� 80 20' x 50' LOADIING SPACE ' �1 E>�ICLOSURE ` cq (TYPICAL OF 4) t I \ WATER -- E>, 20' 5.41 OFFICE:1,000>a v V. TY ; ` f / t 5EWER ES`,'° z' q 12 Sp -21 PVC_ WAREHOUSE: 3 000 ROOF RAIN TOTAL: 4,0000 2 ' G Vi T i` aEL1Ei� ATC> E3- a 2% YP. E 25 C /iD� D BY AiR, O�. A�, « CHESS :ENTER. t'x i H "PE ? All&) I'TOF' 102.s ! Q ,--r-&" IN,/.1 <, �4 OFFICE.1,000* WAREHOUSE:3,000*� ` 0 TOTAL: 4,000� 18 PROP.3/41' ! C WATER METER ' To /�-44 (TYPJ 7`IC� fi, Fk/yN 20' x 50' LOADING SPACE 16 _ f 551BLE Al IC;�M ENT (TYPICAL OF 4) q !OF Tom!» FU T U E j 165AiNITAR, SEL)ER TO 5E1 OFFICE:1,000� r WAREHOUSE:3,000* r'r' PROVIDED B"` OTHER& ! TOTAL: 4,000 5' CONC. 5AU TYP. j OFFICE: 4,�o00* WAREHOUSE:1,000* TOTAL. 5,000* r � NOTE: ENTRANCE FEATURES (TYP.) 's. , s' I-ii 1/4° ND I. THE 51TE D16TANCE5 AT THE PROPOSED ENTRANCES MEET OR EXCE TM. 64d(A))-45F ALL REQUIREMENTS. THEY SHALL ALSO BE FIELD VERIFIED AT TIME OF r � ,, 50RDERl.ME LI.C. 05 W1 PCs. 411 CONSTRUCTION, WITH A VDOT INSPECTOR PRESENT, IF REQUIRED. USE: VACANT 2. CONTROLLED BURNING SHALL BE PROHIBITED. ALL UNSUITABLE MA ZONED: M-1 SHALL BE NAULE AIUA PROP. S . SE R - -ACCESI6LE NDICAP $PAC€-- _gar-x 8" TEE W 3-8" GV Z W W Z 0 Z W o CO ,n CO 'Q A ' �Cv $-A 10) Z xy 0I W � ) � Ln W 0 0 a� Lo - �1 Hw �$ N Q% ow rnfill �, 14 Al 1& 3 TERIAL5 V v VV\/v MARK D, SMITH 0s2, No, 022837 SIGNAL Nor J 1 W E c. ) 04 Z O C\2 W �--, Q � W � > EL) a � w WXrn 0 yr c� W D Y AND DISPOSED OF APPROPRIATELY. Z 3, DURING CON517RUCTRUCTION ALL CRANES SHALL HAVE AN AVIATION W I-22 I/2° BEND OBSTRUCTION FLAG AND/OR OBSTRUCTION LIGHT VISIBLE DURING OPERATIONS �-+ w W - 1-11 1/4° BEND AND MUST BE LOWERED AT NIGHT UNLESS LIT. INTENDED HOURS AND DATES OF OPERATIONS Q - NEED TO BE COORDINATED WITH AIRPORT STAFF NO LESS THAN ` p pq T'UENTY FOUR HOURS PRIOR TO THE COMMENCEMENT OF WORK t 4. ALL FIRE HYDRANTS SHALL BE PROTECTED BY BOLLARDS WHERE NECE55ARY AND FIRE LANE'NO PARKING, MARKINGS AND SIGNAGE TO BE LOCATED AT EACH. ELEG. p � 20' FG&A E51 IT. PRO " 0 � tl REMOVE EX CzAURDRAIL AS REQUIRED a i-8" GV PROP. EP AND REPLACE AS NEEDED t "X_ GUARE) RAID _---..r--- DATE: DUNE 2002 RIGHT TURN LANE f FI. 4" WIDE DASHED PAINTED LINE PER VDOT (TYP) IP00' SCALE: 1" = 30' [ f- fi, 1. FIRE WY"D. TO BE RE' 3D :i-TCri� - TO WITHIN` 3' OF NEU) ENTR. CURIrs _ ' TAPER _T _ _ _ _w{ _ ..__ -STAF ORD-HOLDiNC COMPANY - DESIGNED BY:AW PRESTON PLACE APARTMENTS 30 15 0 30 60 ___. ----- -_ZONED RP_- - --- - -- USE: RESIDENTIAL SCALE: 1 " = 30' FILE N0. 3151 21.91 AGREE SHEET 2 OF 7 IN, i / 03 r - t% ! f � .. - =•. �-_ `'.. � � � .. '`�. �, � � `` "' it IN IN fl f / \ ,,, Yam.. >, � ••--•-......., ~ Y, '+e •`. E"y i � y � � f ".. � � l � % � 1 �r 72c 4 @pliu.6 �► C ,uTt/ 711�,.. 71 j f F.F.=727.7 B.F. =717.7 <y X 71 , l - 1 Z G Yj \ 711OL AIRPORT _ROAD RQUTE 6A5 _ .___ _ _ _.__ 7AFX-< 80' RIGNT-OF-WAY POSTED SPEED A5 M.P.N. _ -=roi► c�ir vni iir�r _ **#)iin o= M A V . _ _...— — _._.-- . W - — •� -� _ � _ 30 15 0 30 (00 SCALE: 1" = 30' Z W_ W Z W o C N � CD Q � To� Z x Lo� W �� O W O U � y hw 45 G0 w rr� H A MARK D. S TMI H No.022837 W `sIONAL �' ZO U -e, l-4 H x z Q� w� N�D �o L) W W � W DATE: JUNE 2002 SCALE: 1" = 30' DESIGNED BY: MSS FILE NO. 3151 SHEET 3 OF 7 N LO N ao O (y) O 0 N J 0 N O 3 O U) w LO v 0 F- W Cn z Q J a 0 z_ W_ W W z (9 w a� c m O CL , LO m .n O D LEGEND !� PRE -DI DRAIN. DIVIDE • • • • • • i' POST -DI DRAIN. DIVIDE V; q i f is r f (' 0r 128 ACRE;5 ` / PRE--- AREA B ,� f ; { /� o w � ° s 01 49671.3 S FT. �� /`` f /, ( Q 1 ` -1 1.14 ACRES �, c3 -.. -� f TO SILT FENCE _ ./ f �i ~� // i`� :/• / i I i a Ia-/ 600 LF SILT FENCE ``y •, dbL- r �j It 012 f, ** ;' � j- • tl � !L ILL �l - ,` i � � s' ' � � . , j � 1 � ,� � j ,. .26 CRESS' / // ' ` I ;✓. t ` `e ms. - .9m' I RO TO I ✓ / P f / STR 3 TO /� � !� jI } l'fJ i = =• X P.4 AC 5'/5TR Oil ko >") AC �TRW TO f DTI0( °/ M __44\\YY!!// 13 '.',qq.�,`. �,.� ..a:_..._..i r• `... ,''`...! ' Iwo -lea Soo J ! / \terJ ` r r;-- ! r''J' tv �• ,+ a I �. `°f r{ �pjf P i! _" % i ,�`I! ` � 6 �/A .�i � ,� � 1, d� �� // �; _ ^ I _ I ROOF To / � -�. � $TR 014\T0 013 f fJ 10,12 A RES It ' � ...3 , I �` ,✓ r i� 1 -� �-- ROOF To 1 I �._ i / , �- r ,'129,3Q. FT.! { , i - 5TR *14 TO *13 '` /�� ,� 14 ♦,, �, � � � � � i 1 � i �r' 2 i ° 1 71,=°`r m.18 ACORES°� J,o t — �- }�//`� ( / T� r 11R !'Y ,�r ♦r'^--. "� 4R�P m5�STR 014� ,9 � L ED C 4Q2 CY STORAGE �. t;< _ 0.18 A9m 5 '''� r �;,t .'� 1 _ --� P 0 ID=�1 'x`2 'X4 -444 CY STORAGE f. i'0 WIDTH - 18 FEET j:�T ../�T yr c p THE J?REPOED STORM SEWER RUN FRO1 10Pf 3ID STRUCTURE 1, SHA11 BE AFTEIR ROUGH GRADE IS ACHIEVED. THE+ STR *3 ,� ST *2 A _ -� - r ` , � rPRO PROJECTION MEASURES SHALL PROVIDE ' - - .0-2 R _y� ' a / % i FO PRE -DEVELOPMENT AREA loco. { n i o — — TQ --3L-HIGH EVERGREEN F-IEI.7Cs / -"nr.' Ilk �---TRAFFPOSTED LUSPEED 4iMP�PERN: DAY _ _— -. —_ .— —A -0:96 .ACRES- t ` pus- ---40 20 0 40 SO mmmmmd 5C, ALE: P = 40' TH 16 5�4E E T 1,5 FOR E IRO,51 ON AND SE IDI EMENT CONT fROL_ FUf;R'fi='O,5E,5 ONJ_ �-. TfREE LEGEND SYMBOL QUANTITY NAME HEIGHT AT TIME OF PLANTING REMARKS 41 PIN OAK 2" GAL 545 O32 RED MAPLE 2" CAL 545 C�D 3' 5PACIN 'GIRARD CRIMSON' AZALEA 3(0" 545 9 WHITE PINE 2" CAL 54B EROSION AND SEDIMENT CONTROL NARRATIVE: PROJECT DESCRIPTION �✓ THE PROPERTY 16 LOCATED IN SHAWNEE DISTRICT, FREDERICK COUNTY, ON SOUTH SIDE OF AIRPORT ROAD (RTE. 645), WEST OF MUSKOKA CT. AT THE INTERSECTION OF MUSKOKA CT. AND ROUTE 645. THIS SITE IS TO BE DEVELItOPED IIN PHASES OVER A PERIOD OF SEVERAL YEARS, 5WM WILL BE TAKEN CARE OF OFF -SITE BY AN EX15TING POND. THE TOTAL PROOPERTY CONSISTS OF 53341 ACRES OF WHICH APPROXIMATELY 53341 ACRES WILL BE DISTURBED FOR THE CONSTRUCTION OF THESE: BUILDINGS. EX15TING SITE CONDITIONS w THE SITE 15 CURRENTLY VACANT AND CONSISTS MOSTLY OF OPEN GRASSED AREAS. SILOPES RANGE FROM I TO 13 PERCENT THROUGHOUT z THE PROPERTY. ADJACENT PROPERTY THE SITE IS BOUNDED BY AIRPORT ROAD RTE 645 TO THE NORTH, MUSKOKA COURT TO THE EAST, AND INDUSTRIAL PROPERTY TO THE SOUTH f WEST. uj CO o � EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIt IENT CONTROL MEASURES SHALL BE CONSTRUCTED 1 AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THIE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH)r CC .. Q .�CO LO STRUCTURAL MEASURES 0 Cv A CONSTRUCTION ENTRANCE WITH WASHRACK SHALL BE PROVIDED TO THE SITE FROM }ROUTE RTE. 645. RUNOFF FROM THE ENTRANCE Z .�+' 0 Cu SHALL BE CONTROLLED BY SILT FENCE INSTALLED ADJACENT TO THE ENTRANCE. W W INLET E OUTLET PROTECTION SHALL BE INSTALLED AS SHOWN. 41 a SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE EROSION ACROSS THE: SITE. ._, 0 ra; Lo H CHECK DAMS SHALL BE INSTALLED ONCE DITCHES HAVE BEEN CONSTRUCTED. VEGETATIVE MEASURES i PERMANENT OR TEMPORARY SOIL 5TA51LIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (1) DAYS AFTER FINAL GRADING � � 15 REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL 54E APPLIED WITHIN SEVEN 0) DAYS TO DENUDED N � y, AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER T04AN FOURTEEN (14) DAYS. PERMANENT SOIL I~ STABILIZATION SHALT_ BE APPLIED TO ALL AREAS THAT ARE LEFT DORMANT FOR MORiE THAN SIX (60 MONTHS. TOPSOIL THAT HAS BEEN STOCKPILED IS TO BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY W VEGETATION IMMEDIATELY AFTER GRADING. ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHIINE-COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER MANAGEMENT STRATEGIES CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN A1ND END AS QUICKLY AS POSSIBLE. SEDIMENT TRAPPING MEASURES SHALL BE INSTALLED AS A FIRST STEP IN GRADING AMID SHALL BE SEEDED AND MULCHED IMMEDIATELY Z AFTER INSTALLATION. 0 THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE: FOR THE INSTALLATION AND MAINTEENANCEE OF ALL ER05ION AND SEDIMENT CONTROL � MEASURES. W AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED. DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER ANTICIPATED CONDITIONS. IT IB THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN AS NEEDED IN ORDER TO CONTROL EEROSIONI AND SILTATION. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE: STANDARDS IN THE: VESCH. MAINTENANCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT C>R HIS REPRESENTATIVE. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED LRY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE W THAT A GOOD STAND IS MAINTAINED. AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED. IS E_ TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50r* TRAP EFFICIEINCY AND DISPOSED OF BY SPREADING ON SITE. Q GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP. IF THE GR:AVEEL IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED. PERMANENT STABILIZATION T NFU ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINAL GRADING. SEEDING SHALL BE DONE ACCORDING TO STANDARD AND SPECIFICATION NO. 332 OF THE VEE5C-H. 5EED ING NOTES: I. TOPSOIL SHALL BE SPREAD AT A DEPTI-I OF 4", 2, PULVERIZED AGRICULTRUAL LIMESTONE SHALL BE INCORPORATED INTO SOIL AT A RATE OF 92 LBS. PER 1000 5F. (2 TONS PER ACRE), 3. FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS. PER 1000 SF. (1000 LBS. PER ACRI£), 4, SEED MIX SMALL CONSIST OF 61% KENTUCKY 31 TALL FE5UE AND 33% SERICEA LESiPEDEZ:A APPLIED AT THE RATE OF 120 LBS. PER ACRE. 5. STRAW MULCH SHALL BE APPLIED TO ALL SEEDED AREAS AT THE RATE OF 3500 LBS. PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT ,A RATE' OF 200 GALLONS PER ACRE. NOTES: I. A LAND DISTURBANCE PERMIT NEEDS TO BE APPLIED FOR AND ISSUED BY THE FREDERICK COUNTY PUBLIC WORKS DEPARTMENT PRIOR TO INITIATING ANY SITE WORK. 2. ALL PROPOSED UTILITIES SHALL BEE LOCATED UNDERGROUND. 4' LIMITS OF BITUMINOUS SURFACE 6" .__ I 5' _ POINT OF FINISHED GRADE 2" SURFACE SM-12.5A OR SM-9.5A 6" BASE BM-25 I'L UND£RDRAIN "12" TYPE 1 SUBBASE 1�— LIMITS OF SUBBASE AGGR. BASE 21-B COMPACTED SUBGRADE SHALL BE COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT PER VDOT VTM-1 METHOD NOTE.• ULTIMATE PAVEMENT SECTION SHALL MEET OR EXCEED THE EXISTING PAVEMENT SECTION ON ROUTE 645. THE CONTRACTOR SHALL PERFORM A TEST BORING FOR VERIFICATION PURPOSES. STANDARD TYPICAL SECTION FOR ENTRANCES, TURN LANES AND TAPER (NO C & G WITH TAPER) PAVEMENT DESIGN BASED ON A SUBCsRADE CBR DESIGN VALUE OF 6. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICI<NESS PRIOR TO CONSTRUCTION. ARK D. SMITH No, 022837 W SIGNAL O a � o Z E-, o Q C\2 W Q m 14 O a) W E- w E + Co E-4 �D U? 0 0 � W Q w in x z a NO W a W a DATE: JUNE 2002 SCALE: 1" = 40' DESIGNED BY: AW FILE NO. 3151 SHEET 4 OF 7 R 114 10+00 10+50 it+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 STORM SENER PROFILE 1-5 SCALE: HORIZ. 1"=50' VERT. 1"=5' SANITARY SENER PROFILE 1-6 SCALE: HORIZ. 1"=50' VERT. 1"=5' U) co cn a� 0 705 700 705 700 05 :............... . .. .o+j1z--..+1 �..........6q5 10+00 10+50 STORM SENER PROFILE 15-16 SCALE: NORIZ. 0=50' VERT. 1"=5' 725 720 + K 10+00 10+50 730 - 725 720 715 710 STORM SEWER PROFILE 3-6 SCALE: NORIZ. 0=50' VERT. I"=5' 710 705 700 695 6q0 10+00 10+50 11 +00 715 710 705 700 05 690 11 +50 SANITARY SEWER PROFILE 2-7 SCALE: WORIZ. I"=50' VERT, 1"=5' v m Q 725 720 715 705 700 >> Z Z c� ' 730 :F 725 720 h N Z' 715 710 705 ..:.:._.. 700 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 IS+50 STORM SENER PROFILE 9-14 SCALE: NORIZ. 1"=50' VERT. 1"=5' 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 STORM SENER PROFILE 7-11 SCALE: HORIZ. 1"=50' VERT. 1"=5' 14+00 1 735 n_ n _Y 730 725 720 715 710 705 05 Z W W Z Z ui N o 1�0 LO CO Z x Lo� W a't ►� 0 �� Hw N Q! >1 0� Wco w E-+ Q OF MARK D, SMITH v No, 022837 W 10 4' `�IONAL 0 W E-a �va w U �4 co co W W W E O (j) W W w o T IIIY1L�li1 / 1 SCALE: AS NOTED DESIGNED BY: MSS FILE NO. 3151 SHEET 5 OF 7 (radius to be as shown on plans) ti ST'D CG-12,\ ') 4' SIDEWALK I O Expansion Joint Note: Width "S" 2'-0" or as shown on typical section. AX Street approach some A surfacing as mainline - I roadway C L`®Radial ombination J curb and gutter (St'd. CG-6) B I 8 ml A ----- I (Optional Flow Une2- N A wl Mainline roadway PLAN VIEW (Radius to be as shown on plans) 6" Class A3 (H Concrete - Expansion Joint 12" M 6 I� 4 SECTION C-C CG-11 10' Parabolic Curve �--D ® Construct Grade changes with a parabolic curve. Edge of shoulder 8% Max. ® or Optional Flow Line Slope Chonge D When St'd. CG-11 is used for entrances built in conjunctionh VDOT projects, please Mainline Roadway e note the 8% Max ® -��� Slope Change D )I()(Moinline pavement shall be constructed D to the R/W line (except any subgrade 40' Min. for Street Connection 120' stabilization required for mainline pavement which can be omitted in Desirable for Commercial Entr. the entrance.) 5' Min. SECTION A - A ® Radial curb combination curb and gutter shall not be constructed beyond the R/W line except for Guidelines for Grade Change D replacement purposes. When used in conjunction with standard Entrance Volume Desirable Maximum CG-3 or CG-7, the curb face on this Standard is to be adjusted to match the High (more than 1500 VPD) 0 % 3 % mountable curb configuration. Medium *500-1500 VPD 3 % 6 % See Standard CG-12 for Curb Ramp design to be used with this Standard. Low (less than 500 VPD) 6 % 8 % O When the entrance radii cannot accommodate the turning requirements of anticipated heavy truck traffic, consideration should be given to increasing the depth of adjacent proposed sidewalk to 7 inches. X Optional flowline may be used for entrances in cut sections. Optional flowline may require warping of a portion of gutter to preclude ponding of water. SPECIFICATION METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 CG-12A �i 4' 3' 5' MIN (10:1 (10:1 MAX) MAX) CROSSWALk 'ERMISSIBLE 'ONSTRUCTION JOINT B 0 A TANGENT PLAN ® 7" WHERE STD. CG-3 OR CG-7 IS USED 8'-0" 4'-0" STD. CG-2 ®6" 12.1 % MAX. �� 48:1 MAX. OR CG-6 20:1 �v - SECTION A -A # 5 DOWELS, 5" LONG ® 12" C-C PERMISSIBLE SLOPE 10:1 CONSTRUCTION JOINT MAXIMUM SECTION B-B �b o �'p' LIMITS OF EXPOSED AGGREGATE SIDEWALK ® ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS. NOTES: a THIS DESIGN TO USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE) CROSSWALK REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FT. FOR NEW CONSTRUCTION, 6 FT. FOR ALTERATIONS. --, n CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL V 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 rw4i3ri. rx^mr SHALL NUI LAl CCU A MkkAIMUM JLOFE Or IG I. (CROSSWALK(( I (CROSSWALK SECONSTRUCTION IDEFSTRUTRAMP M MAY BE POURED REQU RED BARS. WITH RAMP FLOOR OR BY USING PERM( TYPICAL PLACEMENT TYPICAL PLACEMENT IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED AT INTERSECTION SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL 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 (WITH BUFFER STRIP) FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1 1/2. CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE -IN -PLACE. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO THE CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER. 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. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. rJ THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AND ACCESSIBLE ROUTE M WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS DIAGONAL VARIATION OR AS DIRECTED BE THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT. PERPENDICULAR CURB RAMP SPECIFICATION REFERENCE (ACCESS FOR MOBILITY IMPAIRMENTS) 502 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION PROJECT: Airport Business Center Lot 4 COUNTY: Frederick County DESCRIPTION: DIST: STORM SEWER DESIGN COMPUTATIONS IMPERIAL UNITS HYDROLOGY 12/9/2002 SHEET 1 of I FROM POINT TO POINT DRAIN. AREA ACRES RUNOFF COEFF. C CA INLET TIMEt MIN. RAINFALL INTENSITY IN./HR. RUNOFF Q C.F.S. M%TPIONS LENGTH FT SLOPE Fr/FT DIA. IN. n CAPACITY C.F.S. Actual Vel In Pipe FPS FLOW TIIvfE SEC. REMARKS INCREM. ACCUM. bFPER I LOWER EX 5 4.30 0.50 2.15 2.15 5 6.80 14.62 5 4 0.34 0.65 0.22 2.37 5 6.80 16.12 717.00 717.20 31.42 0.0115 24 0.013 24.26 82 3.8 4 3 0.05 0.90 0.05 2.42 5 6.80 16.43 65.56 712.20 178.96 0.0268 24 10.013 37.03 11.4 19.6 6 3 0.26 0.56 0.15 2.56 5 6.80 17.42 160.00 712.25 60.76 0.0165 15 0.013 8.30 6.8 28.6 3 2 0.30 0.84 0.25 2.81 5 6.80 19.13 712.01 706.95 159.00 0.0318 24 0.013 40.34 12.6 41.2 2 1 0.22 0.80 0.18 2.99 5 6.80 20.33 706.75 704.00 61.11 0.0450 24 0.013 47.99 14.4 4.2 14 13 0.18 0.90 0.16 0.16 5 6.80 1.10 712.72 710.63 108.51 0.0193 15 0.013 8.97 4.8 22.8 ROOF 13 0.30 0.90 0.27 0.43 5 6.80 2.94 13 12 0.23 0.90 0.21 0.64 5 6.80 4.35 710A3 707.93 129.00 0.0194 15 0.013 9.00 7.2 17.9 ROOF 12 0.23 0.90 0.21 0.85 5 6.80 5.75 12 9 0.26 0.90 0.23 1.08 5 6.80 7.34 707.73 705.51 115.14 0.0193 15 0.013 8.97 8.1 14.2 ROOF 9 0.06 0.90 0.05 1.13 5 6.80 7.71 11 10 0.82 0.85 0.70 0.70 5 6.80 4.74 717.95 711.97 74.73 0.0800 15 0.013 18.27 12.4 6.0 10 9 0.23 0.90 0.21 0.90 5 6.80 6.15 710.99 705.51 136.93 0.0400 15 0.013 12.92 10.3 13.2 9 8 1.28 0.62 0.79 2.83 5 6.80 19.25 704.76 702.88 150.28 0,0125 24 0.013 25.29 8.8 17.1 8 7 0.07 1 0.79 1 0.06 2.89 5 6.80 19.63 702.68 700.00 48.43 0.0554 24 0.013 53.25 15.7 3.1 16 15 1 0.86 0.86 0.74 1 0.74 5 6.80 5.03 701.60 1 700.90 1 21.10 1 0.0333 1 15 10.013 11.79 9.1 2.3 w W z W O � � It C�\2 It a) 0 (0LO CID LO I Z 7 x � n2 to C\2 W a to W Qi t` W to i-4 $_4 a) 0 k%vW U] 0 H t-i P W E-+ A OF 9 MARK D, SMITH �` 1-0 No, 022837 �IONAL 735.._----_---- _ ____--- __-- ------ -_ _ .- --.__- - --- ----__ _ _ 735 1 Iq 730 725 720 715 710 705 700 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 r- to M w .n 0 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21 +00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 NATER MAIN LOOP PROFILE SCALE: I-IORIZ. 0=50' VERT. I"=5' 0 730 U) W E- 725 W � H fz^� W Hi 720 U I- f24E E� 715 W O o Z� �1 C W W 710 ^ W W 705 a 700 DATE: JUNE 2002 SCALE: AS NOTED DESIGNED BY:MSS FILE NO. 3151 SHEET 6 OF 7 K t CONSTRUCTION OF A SILT FENCE BL 0 CK AND GRAVEL DROP INLET STONE CONSTRUCTION ENTRANCE (WITH WIRE SUPPORT) PIPE OUTLET CONDITIONS � SEDIMENT FILTER BL 0 CK tic GRAVEL CURB INLET Ll.! 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. A A SEDIMENT FILTER W 70' MIN. EXIS77NG TRENCH UPSLOPE ALONG THE LINE PAVEMENT OF POSTS. A 3 5:1 WIRE SCREEN CONCRETE BLOCK �- CURB INLET ado �- FILTER CLOTH -A., MOUNTABLE BERM �J- 6" MlN. A (OPTlOM4L) '_� l"-�/ �-'.•.,•'_•_ _ �_ do Tle "�- �---- SIDE ELEVATION I , / _ �� PIPE OUTLET TO FLAT o UJ CQ o LID ( ( : AREA WITH NO DEFINED LXIS77NG GROUND I I Ilk- CHANNEL h III Zll III , - - :CV It PLAN VIEW `r 70' MIN. Q ' \ is^'i �_ Q .N C\2 cc) B WASHRACK L� - i� - ---�------� (OPROMAL) = r I= ��- L a y110, LID CQ 10' MIN. FLOW III I �' (II I I �` f2' MIN. EXISTING I _ WIRE SCREEN ��_ CONCRETE BLOCK W � � � �I PAVEMENT 4" -- �l d - --�! -� W GRAVEL FILTER � � N Lo cc 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE • /� SECTION A -A FILTER CLOTH KEY IN 8"-9 RECOMMENDED FOR ENTIRE PERIMETER ^o M r-I GRAVEL FILTER '. VDOT /t I PoSI77VE DRAINAGE 10 MIN. FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL COURSE AGGREGATE B TO SEDIMENT WIRE SCREEN RUNOFF OVERFLOW FILTERED WATER FILTERED WATER A SEDIMENT TRAPPING DEVICE WATER WITH � � � • MUST EXTEND FULL WIDTH I I OF INGRESS AND EGRESS PLAN VIEW OVERFLOW A o - �' N Q) 0 OPERA77ON 3d MIN.ILIRUNOFF-Milli Newsv < ' INN / WATER ` 12' AWN. // % /� WITH SEDIMENT --u..-_- do :r 0 }'- ��.. _ " W U] 3" MIN. �- II !.• _ I I ",; �•,: - (III PIPE OUTLET TO WELL SEDIMENT 3" MIN. - �� ice'; . ° . 1 _ � r �-: DROP INLET DEFINED CHANNEL WIRE SCREEN `• ` WITH GATE 2" X 4" WOOD STUD G� I= PLAN VIEW � CURB INLET R`R cL°'H SECTION A -A FLOW / L a 6'-7" 1 / I SEDIMENT ; III �- III � I SPECIAL APPLICATION • SPECIFIC APPLICATION 0 % THIS METHOD OF INLET PROTECTION IS APPLICABLE AT EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY z • r `, • t y THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE d .` ''' }' `' �' "`' `• HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. W i FILTER FABRIC CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING SECTION A -A AROUND THE STRUCTURE. FILTER CLOTH KEY IN 6"-9 RECOMMENDED FOR ENTIRE PERIMETER # # # W NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION *GRAVEL SHALL BE VDOT 3, 357 OR 5 COARSE AGGREGATE BASKET, OR CONCRETE. a REINFORCED CONCRETE DRAIN SPACE ��� WIRE I 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED III` _�II * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. USING PLATES 3.18-3 AND 3.18-4. SOURCE: VA. DSWC PLATE 3.07-8 SECTION B - B -I 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. SOURCE: Ada ted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 SOURCE.' ADAPTED from 1983 Morn land Standards for Soil erosion and Sediment Control, and Fo. DSWC Plate 3.02-1 Sherwood k � SOURCE: VA. DSWC PLATE. 3.07-3 Source: Va. DSWC Plate 3.18-1 concq, x 8re' deepte pad 1'-6' sTEMPORARY SEDIMENT TRAP E- 1' VARIABLE \ Q 4' Sto trench width :rf?;: ORIGINAL I VARIABLE to of manhole at rode in pavement areas unless otherwise directed �ro+1 lope I •i = as required 1.-6» P 9 odjustode wive box 36• min. I GROUND (top shall be set 24" min. above grade in easement areas) ELEV. 1.0' •% V dia. schedule 40 steel square skid pad 6" thick -I location marker \ °'• -- pipe filled with concrete£ - -- -_ general backfill 0.1+' stone valve �I�9� s � .. - ... .�•- 3' .�; ��; • -;-,=:-•- .--- - (see rnote) ckfill - - see note) 67 CU. YD. ACRE - and painted yellow J - �- to main / VARIABLE : ` 'i} 7• wrap around heat shrinkable I sheet [WropidSeal by CANUSA] =� 2JL- j4 bolts (3/4- dia.) $' 8" 6° - 8' MARK D, SMITH -.fr. _ _ f ,- I 35" max. concrete •-t,.:ry. > `d N0,022837 18° dia. � •� r;- • - tl'-6" adjustment rings (11" max.) 24° select backfill 24° select backfill ,� . eenote) (see note)67 CU. YD./ACRE concrete :<: \ 1 ° encasement :-�j I t I V '7 4' MAX. =-`•'- _ 1� thrust block 18" to 24' T \_8'. 8. 16' solid block FILTER CLOTH concrete O.D. O.D. L (for vaNee 12' and lam1/2 O.D. larger) GROUND � � • °:• 6 6° Sl �NA ELEV. thrust block 4 .` 4 BOLLARD DETAIL ss concrete ASTMC-150 Note: this detail is also *SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP 4000 psi 12' or 16' (typ.) L 6" 6" used for tWtter"y volves t pioneer 301 mastic applied stone stone direction of setting to be approved prior to installation Q between joints and on GATE VALVE exterior side of joints Figure B CROSS SECTION OF OUTLET y STANDARD CONCRETE ARCH CE joints are to be sealed with "0' ring gasket �' •a. as required concrete pad 1'-6° sq. x 6" deep general boackfill general bockfill variable (see note;) (see note TEMPORARY DIVERSION DIKE CLASS I RIPRAP 4'-0' - LENGTH (IN FEET) _ - - 6 X DRAINAGE AREA 2" min. - V max. (IN AC. .Y � � -pipe to manhole _ •-- �- �- I •_ 5a connby exlble sleeion to ve 8. - O.D_ _ 8" 8" O.D__ 8" I �_ �- DIVERSION �--_ invert channel to provide a Compacted Soil �_ �-- DIKE � 4' Stan - 3'-0' min. screw type smooth transition in to out, 4'-0° max. 24" select backfill 24' select backfill adjustable for all connections 2'-0' Max. (;see note) (see note) -Flow ��_ stone stone to be minimum I grout bottom of manhole * r - * top of bench -wall �= E"I �-- 1 of 6' above top of base ;; ; D/2 -�J•, same elev. as stone \�'�_ :.w .a O.D. locatorIN marker to form channel F top of pipe 6" �_ �_ .{ stone �• 4.5' min. / �_ �_ \ _ �-- • . a . 8 L 6' ° 6° bedding stone concrete concrete I a• i Q / " // �- E'' ``.o •e mechanical joint CONCRETE CRADLE CONCRETE ENCASEMENT mw di ti COARSE AGGREGATE / = ii=:•r ;i swivel tee with NOTES 1. Manhole sections shall have an external coating of approved bituastic water proofing prior to installation. �--1 r� 6" brooch 2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of r� SOURCE: VA. DSWC PLATE 3.09-1 r / / � ' ! bitumastic water proofing. W '� EXCAVATED FILTER CLOTH �� 3. Final slope adjustment of manhole frame may be by shims and non -shrink grout. AREA ��>/ / 4. Skid pad to be placed around manholes located in shoulders of roads. NOTE: To be compoacted to 95% of ASTM D698 maximum density. E- ~ J I 5. Flat top casting shall be used on shallow manhole (6 ft. or less) installations. C:) O / ONSIDE TYPICAL PAVEMENT SECTION / FIRE HYDRANT ASSEMBLY W `r' STANDARD MANHOLE TIRENCH & BEDDING E " o NOT TO SCALE **COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 Figure 9 Figure 12 Figure 1 TRAVEL AISLES AND LOADING AREAS OUTLET (PERSPECTIVE VIEW) CO W W w - y! _ > 1.5" SM-12.5A SURFACE COURSE SOURCE: VA. DSWC PLATE. 3.13-2 0 "�. _ :, s �.�-:' " ' =��• 3" BM-25.0 BASE COURSE Q LO 13" SUBBASE VDOT STD. GR-21A ImM I I I II I I I COMPACTED SUBGRADE w - - (COMPACTED TO 015% DENSITY U) AT OPTIMUM MOISTURE GOT ca.-7T NOTES: NOTES: 4 Z VDOT VTM-1 METHOD) " REINFORCED CONCRET E. TMS ITEM N T IE FIREW On CAST: PLACE. I. nos ITEM WAY BE PRIMAST OR asr IN PLACE Q I'X4•XA'-6" SLAT3 2-FINI3FJ NAIL AT a CONCRETE To BE CUM AT B OR, IN RAM Y. CONCRETE To BE MASS As F CORD N PLACE. Ja 3000 PSI TOP AND eot-ra•I a mieu4000 ;,Inil aerie «-CU. w�mo � wou9 +000 PSI F Plmcu�r. 2'X4•X4' BEAMS, TOE NAIL TO F''08T a Nao FEET OR Las tFL.ISIo FAIz a a� slvu x wuBNwwN wm a CUTTER _NG A wwh Ur PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 6. SOI TEST ,I B� FOR AS woof IxrermEaN tlRne : or uw nXt OR Ass tua«o FACE OF 0") swu Z OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQ IRED 4 SUBBASE (21-A STONE)BE PAO Foe AS RADIAL ooMBRwION CUM & ♦ FOR USE wnEL sue.mo CPO+ wuam amEl+ O PAVEMENT SECTION TI IIGKNESS PRIOR TO CONSTRUCTION. btT . Fan Inc Nm, s>:.9=0 opt -a-DED TO THE SLOE a "WE Rxxwn UPAWCE LAVER. nit BOTTOM OF TEE W W 1 DTP VARIES PARALLEL To nE SLOPE OF s,®ASE ill Dt•-pKTTt•3-•ydot No To TIE DEmI of THE Pamn. CUT® AM Wr ER Swu BE casLminEo T,115 MR13 is TO BE USED WIN DESIGN SPEED COURSES Z 4•X4'Xti' POSTS I� i e`OipN�an � DO"E CM u .vo P�Tn. SEE SITE PLANTa,EE�Pn.a„IE 9UBMIw NEAS. F THESE DESCN SPEEDS NE A THIS CM WV BE Law MTN ANY DESIGN NP® z WIRE MESH REINFORCING V.D.O.T. 1/4D = 1' °a�s"�L°`a'° ,w���i WEB ONSITE TYPICAL PAVEMENT SECTION ROAD AND BRIDGE STANDARDS SECTION 301.04 a-o• NOT TO SCALE all I �' Ttil 0. w EER TEss STA (Y 6 TO TEa ►I o Exm>yc 11 _ O. �I 4 d °• , a, _ e NOTES: _ •� -. - • 1a• OR THE CW#W IN SWMNDS WDE AT FED" ° ° ° I. PRESERVATIVE STAIN ON ALL WOOD. e •� •,''+ '• •• BARRIER Ct�a. THE rwNsnloN s To rf tHOE wmrl U a o a ° COLOR TO MATCH TWAT OF BLDG. ` •-OPENINI� :►.. �. - -. T. MEN ExNLawTxNl LLouTruaE are NIo aLrrml s PARKING STALLS CLASS A-3 CONCRETE q" RD q -.:' ZI-y R CONNTMENIANDARD FORSTRE oAIT�sRETo ST,MVE \ \\i�\\\i)\ r�\ u - 2'AD.IDINING PROPERTYFIN1544ED SIDE OF , F APPLICABLECE SWALL E91 IN ,�++`u . ° / ' RTHE iirAE� mlvxx'nATON p"s.Tm 6 BASE 21-A _ rn - 2" Sf 1-12.5A SURFACE COURSE CONCRETE FCOTE « ` ° '''': ;. COMPACTED SUBGRADE _-I I -I I (-III-III-III-III- DATE: AUGUST 2002 oD 6 SUBBASE VDOT STD. GR-21A ar o .II I I I I I I TY AT OPTIMUM MPAGTED SUBGRADE MOISTURE CONTENCOMPACTED TO T VDOT VTM 1 METHOD -IIIIII-III I -III -III -III-) I '. .'°� �_: a I I I I I I d I r ) COMPACTED SUBGRADE COMPONENT SPMATERIAALONS -°------� (COMPACTED TO 96% DENSITY o - ° SCALE: NA M BmTOM a NE CERB Ax0 Q AT OPTIMUM MOISTURE CONTENT (q0� DENSITY) HACK RAILS 2' X 4" X 8' Z,- w"N'aTa'"tRMOF VDOT VTM-1 METHOD POSTS 4 X 4 X 1O OR 6 X 6 X 1 W DoE COURSES PROVIDED wiwo A 11B I/EA INl' Bff OONCfEIE Q � LK OEPOI d' Y 6 iW(Wm PICKETS V X 4 X 6 OR V X 6 X 6 INC OPTION OF TIDE CONTWITR co T RA S�4 ID L) N P ST E R FDA D NAILS/ SCRENS GLAVANIZED DESIGNED BY:AW PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6. 5011. TE T CONCRETE SIDEW ALK D E T A I WD OOFENCE DETA I L (NOT TO SCALE) FILE N0. 3151 w OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF RE IR FOR BOTH DUMPSTER ENCLOSURE AND PERIMETER FENCING o PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. (NOT TO SCALE) NOT TO SCALE COMBINATION 6" CURB & GUTTER COMBINATION 4" CURB & GUTTER ' i Dt-pvmt2-VllOt Dt-dumppod VIRGINIA DEPARTMENT OF TRANSPORTATION .aa VIRGINIA DEPARTMENT OF TRMLSPMATION SHEET 7 OF 7 x