Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
16-00 Powell's Plumbing - Shawnee - Backfile (2)
I an 3C Cn m LO L0 CU m C L CD CD w i E 0- In 0 n m co L0 i7 0 GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP r Z EXISTING INTERMEDIATE CONTOUR ---- - ---� ' "-- 's �� °' r '' • ``"' `A i '�. $. SCALE 1 "= 2000' e'� f . 1N•1'ERCHANGE 313 1. Methods and materials used in the constructiaon of the improvements herein shall conform to the current County construction standards and specificatiions and/or current VDOT standards and specifications. Vl. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion'" EXISTING INDEX CONTOURS�., r .; ! m ` ` • r " W LU 2. on inclludin detention ponds serving as silt basins during construction Measures to control erosion and siltation, g p g g and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40 Ek. E/I' s��8.:;� , � _ ,i Y " , r ��< f j X .�-,� �,,,��,, °t•f... - ., .,: r .i: •;t' ;:� �: ' Z must be provided prior to issuance of the sate development permit. The approval of these plans in no way a livable. In the event of conflict between an of these standards, specifications or PP Y P EXISTING EDGE OF PAVEMENT - " -- .�,►5re. �� k> a �Y'" y: , ` ` ' ' °'f relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion lens, the most stringent shall govern. P g g PROPOSED EDGE OF PAVEMENT PROP E/P s SITE " Control Handbook. V2. All construction shall com 1 with the latest U.S. De Department of Labor Occu Occupational comply P P EXISTING CURB AND GUTTER �CCr 1 _'rdJ tam t o ;q i, f }x. k 3 A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation P g g PPROP Safety & Health Administration and VOSH Rules & Regulations. C&G ,�,`�, ' i ` +` ^ '� G `" ." r - 'f "� ' Z LU CQ (VDOT) prior to construction in existing Stag right-of-way. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, P P Y• PROPOSED CURB AND GUTTER' CG-6 ® CG-6R ` b x�` ` ' ">"L 00 4. Approval of this plan does not guarantee issulance of an entrance permit by VDOT when such permit is shall be in accordance with the current edition of VDOT's work area protection manual. P TRANSITION FROM CG-6 TO CG-6Rr required under State law. Furthermore, all traffic control flaggers must be certified in accordance with VDOT s LIME `°' :7 -•'" n w C�2 5. The exact location of all guard rails will be ddetermined b VDOT personnel. A 'Dint inspection will be held - January, 1994 (or latest edition of) Road &Bridge Specifications, Section 104.04 C. EXISTING TELEPHONE with the Developer, County Representatives, Band Representatives of the Virginia Department of Transportation P (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be V4. Design features relating to construction or to regulation, control and safety of traffic may g Y Y PROPOSED TELEPHONE LINE t� EXISTING STORM SEWER - EX. 15 R..P i : • . "` 1.. , t ` rF „7a r, ,:, , z ,. ,, `, +a` "'' 1 ' Z ^, o �' ct x to CQ �. responsible for providing guardrail and avedi ditches as determined b this joint inspection. Refer to P P g g P Y j P be subject to change as deemed necessary by VDOT. = - -- _-- _ _____ _ __ __-_ PROP. 15" RCP , r .s t., ,< .: Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. V5. Prior to initiation Contractor PROPOSED STORM S � ,., � �f, • ��,� � ° - j �: " ^ „ • t `� Wo 6. be the Also, of work, shall be responsible for acquiring all necessary VDOT aorl:s�svvaaflo roducaons o:s: .:: :, An approved set of plans and all applicable permits must available at construction site. a land use permits for any work on VDOT right-of-way. Q representative of the developer must be available at all times. EXISTING SANITARY SEWER SHEET INDEX 0 r, F w 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY S Control Devices (MUTCD). arranged and held by the engineer and/or developer with the attendance of the EXISTING ELECTRIC SERVICE contractor, various County agencies, utility companies and VDOT prior to initiation of work. 8-. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for SHEET i COVER SHEET �, o aD 0 9. All the are based on a minimum CBR value of 6. CBR less an undetermined length of time. VDOT will also require 48 hours notice for an Y g q Y EXISTING GAS LINE - -- SHEET 2 SITE PLAN AND LANDSCAPING PLAN p y . pavement sections on approved plans values than 6 section by Greenway Engineering and by the inspection. SHEET 3 GRADING DETAIL SHEET will require revised pavement prepared approved owner. PROPOSED GAS LINE SHEET 4 W 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated V8. The Contractor will be responsible for maintaining adequate access to the project from the 0 on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. FLOW LINE 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall Furthermore, access to other properties affected by this project shall be maintained PROJECT INFORMATION be minimum 6" diameter and conform to VDOT standard SB-1. through construction. FENCELINE PARCEL IDENTIFICATION N0. 64-(A)-4G 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE one litter receptacle shall be provided at thee construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during TELEPHONE POLE STREET ADDRESS: LOT 2 WINDY HILL LANE and at the end of construction. EXISTING TOTAL AREA: 3.009 AC z 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to enteringpublic streets, and it is the contractors responsibility to clean streets, ally dust, and to take P P Y Y V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have EXISTING WATERLINE W/ TEE PROJECT AREA: 81,457.2 S.F. 81,457.2 S.F. � DISTURBED AREA: whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free minimum 36 cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE o A ® CURRENT ZONING: B3 Z condition at all times. CURRENT USE: VACANT O Z 14. 'Notification shall be even to the appropriate utilit com an prior to construction of water and/or sanitary gY company P / Y Vll. Any unusual subsurface conditions encountered during the course of construction shall be PROPOSED FIRE HYDRANT PROPOSED USE: WAREHOUSE y a sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut immediately brought to the attention off the engineer and VDOT. Work shall cease in that W S sheets, and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE F.A.R. CALCULATIONS z 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER ® LOT AREA = 131,072.04 S.F. standards and specifications of City of Winchdester Department of Public Utilities. prior to placement of fill. EXISTING REDUCER PROP. BUILDING. = 5,000 S.F. 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the V13. All fill, base, PROPOSED REDUCER 5,000 S.F. / 131,072.04 S.F. = 0.038 F.A.R. < 1.0 contractors responsibility to verify the exact, horizontal and vertical location of all existing utilities as needed roadway subsurface material and backfill of utility/storm sewer trenches shall prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing be compacted in 6" lifts to 95% of theoretical maximum density as determined by STOP SIGN CALCULATIONS p utility verification and the proposed construction. AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width VEHICLES PER DAY COUNT 100 LANDSCAPED AREA of any dedicated street right-of-way. At the direction of VDOT Inspector density tests LANDSCAPED AREA = 97,021.48 S.F. 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT PROPOSED STREET NAME SIGN + result of his construction project within or contiguous to the existing right-of-way. Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to PROPOSED SANITARY LATERAL CLEANOUT 10 25% LANDSCAPED AREA REQUIRED (32,768.01 S.F.) 18. When grading is proposed within easements of utilities, letters of permission from all involved companies final VDOT approval. SANITARY MANHOLE IDENTIFIER 12 97021.48 S.F./ 131,072.04 S.F.=74% LANDSCAPED AREA PROVIDED A 0 must be provided to City of Winchester Dept.. of Public Utilities prior to issuance of grading and/or site V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans development permits. and further where determined necessary by VDOT Inspector. STORM DRAIN STRUCTURE IDENTIFIER 6 PARKING LOT LANDSCAPE CALCULATIONp PARKING AREA 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prioir to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way ONE TREE PER 40 FT OF PARKING PERIMETER = 188' / 40' = 5 TREES shall meet VDOT minimum design standards and is the developer's responsibility. EASEMENT LINE INTERIOR 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected ONE TREE PER 10 SPACES = 11 SPACES / 10 SPACES = 2 TREES in accordance with state law. In the event gravesites are discovered during construction, the owner and V16. If required by the local VDOT Residency Office, copies of all 'invoices for materials within CENTERLINE TOTAL = 7 TREES REQ. engineer must be; notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to t�.fl acceptance of work. Unit and total prices may be obscured. EXISTING SPOT ELEVATION MIN. 5% INTERIOR PARKING LANDSCAPED 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering + PARKING AREA = 2,160 S.F. (108 S.F. REQ'D) at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement PROPOSED SPOT ELEVATION 7153 INTERIOR ISLAND AREA = 895.8 S.F. 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard markings must be installed by the developer or, at VDOT's discretion, by VDOT on an EXISTING TREE DRIP LINE , �,� .-•� - �-� �%f proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis_ PARKING CALCULATIONS professional engineer and results submitted to Frederick County prior to pavement construction. If a V18. Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector. REQUIRED PARKING: geotechnical report has been prepared, it should supersede the requirements in this note. WAREHOUSE = 1 SPACE PER :EMPLOYEE (2 EMPLOYEES) 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating OFFICE = 1 PER 250 S.F. or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement OFFICE AREA = 1,500 S.F./250 S.F. O of excavation or demolition. Names and telephone numbers of the operators of underground utility lines 8 SPACES REQUIRED in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. - TOTAL SPACES PROVIDED = 10 0 UTILITY CONTACTS FIRE M A R S H A L L' S NOTE APPROVED BY ZONING ADMINISTRATOR HANDICAP SPACES REQUIRED = 1 PER 25 SPACES J1 1 SPACE REQUIRED HANDICAP SPACES PROVIDED = 1 > E 4 Water/Sewer: Department of Public Utilities City Winchester Fire lane markings and signage: "No ® U � of Any Parking" signs and yellow painted curb locations will be installed LOADING SPACE CALCULATIONS w Q4 E-t P.O. Box Winchester, VA. 226iO4 by field inspection at the direction of the Fire Marshall's Office. ENVIRONMENTAL FEATURES REQUIRED LOADING SPACE: W E-i Z Z 00 �D Signature Date (540) 667-1815 PERCENT 1 SPACE PER 40,000 S.F. FLOOR AREA PROP. BUILDING = 5,000 S.F. an Q., p FEATURE DISTURBED ® Phone: Bell -Atlantic Site Plan shall be valid for five (5) years from date of approval. FLOODPLAINS 5,000 S.F./ 40,000 S.F. 0 W P.O. Box 17398 4 SPACES PROVIDED (INTERNAL DRIVE -THROUGH) W I� E- W Baltimore, MD 2129)7 LAKES & PONDS 0 � 0-4 � r--t 301 954-6282 ( ) WETLANDS >1AC 0 ® � � � Q..; MISS UTILITY 1-800-257-7777 Power: Allegheny Power SINKHOLES 0 ° ANY PROPOSED SIGNS AND OUTDOOR LIGHTING WILL W P.O. Box 1458 NATURAL S.W. 0 MEET THE REQUIRED ZONING STANDARDS OF FREDERICK U� W Hagerstown, MD 211741 DETENTION AREAS COUNTY. OUTDOOR STORAGE IS NOT PROPOSED UNDER 04 1-800-654-3317 STEEP SLOPES >15% 0 THIS PLAN. Gas: Shenandoah Gas Co. P.O. Box 2400 WOODLANDS 0 0 Winchester, VA 22604 (540) 869-1111 INSPECTIONS DEPARTMENT NOTES TRIP GENERATION DATA COVER SHEET ITH®p� Buildings shall comply with the Virginia Uniform Statewide Building Code and Sections 304, use group B (Business) and use group S (Storage) of the BOCA National Biuilding Code/1996. Other Code that apply are CABO A117.1-92 Accessible LAND USE: 110 - LIGHT INDUSTRIAL J 0as Project Name: Project Number: and Usable Buildings and Facilities. PROPOSED GFA = 5,000 S.F. ' x®.J®3z2�5 , WELL PLUMBING 2563 I� �D ��u„�,t, All man egress doors shall be HC accessible. TRIPS BASED ON 1,000 S.F. GFA: ® WEEKDAY: 6.97 x 5 = 35 TRIPS S aS o L MAY .1 b 2000 Magisterial District: Date of Plan: (Month, Day, Year) Note section 313 for mixed use options in BOCA. AM PEAK HOUR: 1.01 x 5 = 5 TRIPS Shawnee D1strlCl, 03/15/00 ®EP .OF PLANNING/DEVELOPMENT PM PEAK HOUR: 1.08 x 5 = 5 TRIPS TRUCKS WEEKDAY (5%): .05 x 35 = 2 TRIPS Owner: Address, Including Zip Code & Telephone No. PROFESSIONAL SEAL & SIGNATURE 214 Waterloo Court Powell's Plumbing Winchester, VA 22602 THESE PLANS ARE IN CONFORMANCE WITH (540) 665-8196 DATE: 3/15/00 FREDERICK COUNTY STANDARDS AND Developer: Address, Including Zip Code & Telephone No. ORDINANCES. ANY DEVIATION OR CHANGE 214 Waterloo Court DESIGNED BY: JJT IN THESE PLANS SHALL BE APPROVED BY Powell's Plumbing Winchester, VA 22602 THE ZONING ADMINISTRATOR PRIOR TO (540) 665-8196 CHECKED BY: MDS CONSTRUCTION Engineer Certifying Plan: Address, Including Zip Code & Telephone No. 151 Windy Hill Lane JOB NO. 7737 Greenway Engineering Winchester, VA 22602 (540) 662-4185 SHEET 1 OF 4 0 CD CD Cll LC) m cn Ln T ro L lL CD 3 TD C)i O cn m L0 LL7 Cu a7 L (D OJ C Q1 LiJ / ul c n E a CL 3 0 n I m LD L0 cv / Ln tv LL_ n 0 D Z es>• w LOT 5 TAX MAP 64-A-41-1 WIIND'Y HILL, LLG i Z VB qW, P6 434 V 20HIN& 52 0 VGE: VACANT 0�1 ` O ►n ao CQ It C\'ia �o C\2 cQ a� a) 4 Lo o o co Af Af \v623 o z dal -• `x \, PROPOSED LOCATION OF 516,14 \ '\ �qr \ LOT 2- \, r� P0551BLE FUTURE E NGE \ \ SITE PLAN z �\ R V D IS Q Q �D \ / 1 UI t1 \ �C` ` ` 5 d ' •'~_ � > ; ODULAR CURBING W \ \ o' NO ENGROAGHMENT IS ALLOWED ONTO INTERSTATE 0 S% PROPER VDOT LAND USE O \, \ ,4 LIMITED ACCESS UNLESS O � - 4S s 1 .� cp �\ \ \8� PERMITS) HAS BEEN SEGURED �1 I 1p 0 0 2 _ co `1 5 5 22'S.73' a•c a e�� 5 70 F' O 30 15 O 50 SCALE: I" = 50' 10" o C1A95 AI RIP 10Mt4zr-LOW WEIR a 703 16' - 6' PVC, OUTLET PIPE a OS% \ POND -INVERT - 701.00 eoYlM FACILITY �� T' \ PAD�W/ ENGLOSURE G-II vy i EX TREE 0 \ (SEE DEVIL) �ryo y \ i r x < 1A 15SIDE YARD -- \- - O _ rn ul _JIT) / \ �r—r� LOT 4 n y `' n — — `' •� -- 4. (o — _ '" •� TAX MAP 64-A-41 `: N/F —� 3�---`'-___ ___ MARK D. ItARl-ENE V. KITH N T- x4 1 j RELOCATE + V5 fte 5-0 f2e 1033 t 60 ZONIN&s 52 ii LISE, OFFICE { INV. 724.40 ES -I " GORE?. 5TOP I" TYPE K COPPER WATER SERVIGE 3/4" WATER METER VIA72(42 �` �! \• \ \ \ \�� \/� ! W C7 (� OSEA LICE E�-I L 4' 451500 SF TOTAL PROPOSED WAREHOUSE \ I 0 1 3,500 5F TOTAL 720\ • 1 I y X FF ELEV.= 722.00 45.06. HE16HT = 15' WINDY T.M. NO.: 64-(A)-46 \ / PLACEMENT OF CO-12 CURB RAMPS T.B.D. BY INSPEGTOR \ ZONED: B3 i I + 4 2 i' U5E: VACANT I 5' { t h2'x20' GONG DUMOSTER i PROPOSED ENTRANGE PROFILE m + ram- O N m r- P tr- z p z © z O O O I- Q ~ Q LJ Q } i JU � W f>f W W t1L -r ,= 12.00 10.00 VG ---�-, Fx Tananwa-r �— .►f- TURN I LANE I 0.gg20`� •OgS� i 00 00000 \66 000 00 PROP. 51TE PAVEMENT p 00 2" BM-25 00 000 v 6" 215 00 00 O 00 000 m a O O W L�SL WLu x O X W N O Q 111 � + + O �N N + (Y I Q W 0+OG> HORIZ. I" = 20' VERT. II" = 2' 0+60 0+'130 .. -11 ON —SITE PAVEMENT SECTION NOT TO SCALE 2' 94-125A SURFACE C4WSE 6' SUB5A5E VDOT 5TD. 6R-2H3 ACTED 51JB6RADE (COT PAGTED TO gm DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VT1,4-1 METHOD) PAVB'BNT DESIGN BA5ED ON A 51.1136RADE CBR DES16H VALUE OF 6. SOIL TEST OF THE %06RADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REGN11RE7 PAVENEHT SECTION TH"NE95 PRIOR TO GONSTRXCTION. PYHI7wT_ THOM S C. BAKER T.M. O.: 64-(A)-4F ZONING: E35 USE: BUSINESS WRP MESH REIN"Z IN6 Y.DA.T. a� ROAD AND BRLD6E STAHIDARD5 5EGTION 901A4 6� T� GLA55 AaS CONCRETE r 6' BASE 21-A coMPAGTm 5UB6RAVE (COMPACTED TO 49% OVel Y AT OP IKH H05TU8 CONTENT. VDOT BTM-I METHOD) TRASH DUMPSTER PAD (NOT TO SCAB PX4'X4'4r 5LA1S, 2-M"H WLL AT TOP AIO DOTTOM ioTEfh 1. PRESERVATIVE STAIN ON ALL WkeV. COLOR TO MATCH THAT OF OLD&. 2. FISHED SIDE OF FENCE SHALL FADE ADJOIN6, PROPERTY, IF APPLIGA8I.E COMPACT® WOOD FENCE DETAIL FOR DUMPSTER ENOL05UP-E NOT TO SCALE-- 4' Fa9NF0ft= GONGRLit DODO P51 4' SLOWE O-A. STOW.) WDTN YARRS SEE SITE PLAN V4 1. 4 . . It CONCRETE SIDEWALK DETAIL MOT TO SCALV C.6-6R 17E'R!9em eurym STRRD AREA SY 15OL5 D' Le' vAN S' FOR ACOmsatJ" SPACE R66ULAR SPADE HANDICAPPED PARKING DETAIL N.T.S. TION OI9 ELEGTRIG S RVICE T.B.D. BY AL E6HENY POWER / \ S �• SA7G>8IS SEE DETAIU 00 AMN I I ___-- A5PHAL '4SpN Lars PROPOSED GATEG7ORY IIB II BUFFER IM /VII CA ` \db ` 96, - \ 40 l\ \ \ `S -k Nib N wrovlfu - /� 1t IMAc SL AluTAX WF m m flfil� I 3 I Mir' VMS CJPPI6! I I ' I{ TM. DATE: 03/15/00 1 SCALE: 1" = 30' DESIGNED BY: JJT JOB NO, 2563 SHEET 2 OF 4 x (D INIrRo -ZP , < LLI Uj N, N... REMAINDER 00 EASe-1ENT TO BE PL UPON DEVELOPMENT OF -REMAINDER OF FIROP05ED LOCATION OF SIGN >-S LOT 2,,, Uj C\2 0 X- Cq POSSIEN-E FUTURE E NCE LIMITS OF ............. C\2 co �O CQ ... ZL N 5 F Co to 10) ODULAR CURBING PF IO'LANoScApiNG EASEMENT %S LiuV) U 0 N LO a�i X -7. -4 to E- CP 1�0 8/ Z, 100.00, W V) Q) 0 INCZ CO TO Q) L)i I- 60RSTOP I" TYPE K COPPER HATER 5eP\/IGE 114 :1 W rn 3/4" WATER METER 721�2 PROP05ED IFFIGE E�-I L 1,500 5F TOTAL PROPOSED HAREHOU5E Z L 3,500 5F TOTAL 720 X. ?F4 FF ELEV.= -722.6o HEIGHT 15' & -4 4 5. 0\0 I SEE DETAIL) n "45.Y. CLA55 APol P"J:P)I- Z ' AS PLACEMENT OF C6-12 CURB RAMPT.B.P. BY IN5PEGT0R NINDYHILL LLC T.M. NO.: B5 ZONED:)5E: Ir atR'-0+4 VVtR0:: 61 PVC OUTbET PIPE IN, ZU W kD Z 2-7 VACANT 1.0N AN �7 0 < SW F I ACILITY -00 > X (N X cv ILL! Q'x20' GONG. PUMOSTER -19,W ENCLOSURE A P -)ETAIL) (SEE L Z Z X < d) CL (y M r Is 611 Z 0 0 15'510E YARD !!�!E 2,11 ", 11 7 -7 pj C)l > LOT 4 7� TAX MAP 64-A-41 MARK t). 4 ARLEW D. SMITH AS RELOCATE HYDRANT 3� N/F ,(� VICE T.B.D. BY 114 s3 05 865, P6 1055 q) ZONING, 52 LOJTION OF ELEGTI�5.�AL�LE�O�HEEF- J�R THOMAS G. BAKER cl L I M I T� D R A I N E C-,RA q� -,t U5E- OFFICE U1 'g, T.M. � 064 AREA Qj IW. - 124.40 2 i,j .: -(A)-4F ZONIN6- 55 USE: BUSINESS U-) 30 155 0 30 60 04 � 5GALE: 1 30' THIS 5HEET FOR EROSION AND 5EDIMENT CONTROL AND LAND5GAPIN6 ONLY! i LOT ALL ER05ION AND SEDIMENT CONTROL DEVIGE5 SHALL CONFORM TO THE LATEST EDITION OF THE VIRC71NIA ER05ION AND SEDIMENT CONTROL HANDBOOK EROSION/SEDIMENT GONTROL LEGEND POVqELL'5 PLUMBING LANDSGAPE 5GHEDULE: NO. KEY SYMBOL DESCRIPTION WINDY HILL LANE ABR. 07'r. BOTANICAL NAME COMMON NAME SIZE (MIN.) SPAGINO GONT. IO-YR. GANOEY REMARKS 3.02 cE TEMPORARY GRAVEL GON5TRUGTIONENTRANCEER0511ON AND SEDIMENT CONTROL AS 5 Acer 56horinum SUGAR MAPLE 2" GAL. AS SHOWN E3 $ 5 200 5F 3.05 X X A SILT FENCENARRATIVE BP 6 PYRUS GALLERY ANA BRADFORD PEAR 4' HT. AS SHOWN B$ B 250 SF 3.0-7 IP STORM DRAIN INLET PROTECTION Description -The propo5edl project consists of approximately 1.81 acres to be, developed 2 The site superintendent shall inspect daily the areas of construction octivit to ensure Additional G L b 6UPRESSOGYPARIS LEYLAND GYPRE55 4' HT. AS SHOWN LEYLANDII B $ B SCREENING 3.0q (P4 TEMPORARY DIVERSION DIKE Z within the Windy Hill 5vbclivli5ion. This lot has an area of about 3 acres. The total area erosion control effectiveness. measures shall be installed immediately where W 12 PINUS STROBUS EASTERN WHITE FINE 4' HT. AS SHOWN B&B SCREENING 3.10 TEMPORARY FILLDIVERSION to be disturbed by this project is approximately 1.81 acres. deficiencies are Found. 0 3. Permanent erosion control measures include the installation of rip rap Otstorm Sewer 3.12 DIVERSION X > Date of con5truction:Gonstruction will begin following plan approval and will take outfall5and the establishment of gross on exposed surfaces disturbed in the construction 3.13 TEMPORARY 5EPIMENT TRAP Z qj E-1 - approximately one (1) year- to complete. process. TABLE 3.31-B TABLE 3.32-C 3.15 OUTLET PROTECTION U >- E- Existing site conditions: Th,e area to be disturbed under this plan is currently vacant land Erosion and sediment control program SITE SPECIFIC PERMANENT SEEDING MIXTURES ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS FOR APPALACHIAN/MOUNTAIN AREA 3-20 CHECK omr, Z E- Z covered in brush and gross. 1. Hold 'QUICK REFERENCE FOR ALL REGIONS" Total Lbs. Minimum Care Lawn Per Acre 333 50001W-1 3-:15 O TREE PROTECTION Z Mj 0 pre construction meeting on site. 0-0-0 Adjacent areas This proje:ct is bounded to the north by Interstate 81, to the east by Windy Hill f3u!5ine55 Park, a vacant lot to the Hest, and Windy Hill Lane to the south. 2. Install construction entrance. 3. Glear and grub the areas. - Commercial or Residential 200-250 lbs. Rote 90-100% _Kentucky 31 or Turf -Type Tall Fescue Planting Dates Species (tbs./ocre) - Improved Perennial Ryegross • 0-10% - Kentucky Bluegrass 0-10% LIMIT5 OF GLEARI% 4 GRADING DRAINAGE DIVIDES 1:2) �4 E- U) 1�4 P-1 Z Soils information: The existing soil conditions were obtained from the USDA Soils 4. Rough qracle the pond and install the sediment trap. 5. Grade the site, install the drivev4oy culvert and outlet protection. High -Maintenance Low„ Sept. 1 - Feb. 15 50/50 Mix of Minimum of three (3) up to five (5) varieties of ORITIGAL SLOPE - CRITIGAL SLOPE TO 13E SEEDED, MULCHED AND TACKED WITHIN 14 PAY5 AFTER START OF GRADING, OR SODDED PEGGED WITHIN Survey for Frederick County. On-51te soils belong to the Oaklet 511t Loam association (32B). This 15 deep, -drained. Permeability 15 6. Fine grade and install the parking lot subbase and basepaving. Temporary soil Ann R -3 bluegrass from approved list for use in Virginia. 125 lbs. (Callum Zg iuudn multi-florum) 14 PAY5 AFTER START soil very gently sloping, and well 50H, runoff is medium, and ero5iion hazard 15 moderate. The surface layer consists of 5 inches stabilization shall be applied to all disturbed areas within 14 d the area is to remain ' days I & 50 100 General Slope (3:1 or less Cer (Winler Rye ESLri+V2 U) 4� 124 of dark brown silt loom and is underlain by brown clay. This soil belongs to hydrologic dormant for more than 21 days. cer.,jej - Kentucky 31 Fescue 128 lbs. - Red Top Grass 2 lbs. 4.4 soil group G. 1. After approval by the inspector, remove the temporary control devices and stabilize the disturbed during - Seasonal Nurse Crop" 20 lbs. Feb. 16 - Apr. 30 Rr:grasfs 60 100 ITO Fibs it - orum) 0 areas removal. Low -Maintenance Slope (Steeper than 3:1) Griticol areas. -There are no critical areas on this site. b. Remove sediment trap upon approval by the Inspector, remove sediment, and restore the - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 lbs. Erosion for this permanent 5tormvIater management facility. Note: Frederick Govnty VDOT the to May 1 - Aug. 31 German Millet 50 (Setaria italic--) - Seasonal Nurse Crop** 20 lbs. - Crownvetch 20 lbs. RUBBER H05E 124 and sediment control mea5ure5:Gontrol of erosion and sedimentation and retains right add and/or modify 150 lb3 W site shall be achieved by iin5talling the following. and sediment control measures during the construction process, within reason, to ensure • Perennial Ryegrass will germinate faster and at lower soil GUY HIRE #12 GAUGE I. Gon5truction entrance. adequate protection to the public and the, environment. temperatures than fescue, thereby providing cover and erosion Seeding resistance for seedbed. TURNBUCKLE 2. Diversion dikes. 3. Temporary sediment tray (otstormvioter management pond) 5eeding 5chedule (5oil 5tabilization): Use seasonal nurse crop in accordance with seeding dates as Seed shall be evenly applied with a broadcast seeder, drill, stated below: cu'latipacker seeder or hydroseeder. Small grains shall be March, April through May 15th Annual Rye TREE WRAP WITH 50% OVERLAP FLAGGING TAPE ON EACH HIRE 4. 5ilt fence. planted no more than one inch deep. Grosses and legumes May 16th through August 15th Foxtall Millet shall be planted with no less than 1/4" soil cover. August 16th through Sept.,Oct. Annual Rye November through February Winter Rye :2" DOUBLE SHREDDED HAFZDY400D HULCHi3* SAUCER. PLACE TOP I/&"0F 1. 5pread topsoil at a minimum depth of four (4) inches. I POOTBALL ABOVE FIN15H Permanent 5tabilization:0nice construction is complete, all disturbed areas not built upon paved shall be covered with a minimum of four (4) inches of topsoil. Fertilizer, 2. Incorporate pulverized agricultural limestone into the topsoil at a rate of q2 Ib5. per If Flotpeo is used, Increase to 30 lbs./acre. All legume seed must be properly Inoculated. Weeping Lovegrass may also be GRADE 3 STAKES seeding and a blanket of !Straw shall be applied to the topsoil. 1,000 Square feet (2 tons per acre). 5. Fertilize with 10-10-10 fertilizer at a rate of 23 Ib5 per 1,000 Square Feet (1,000 lbs, per included In any slope or low-maintance mixtures during wormer seeding periods-, add 10-20 lbs/acre in mixes. BACKFILL TBALL - ROO -REMOVE TOP 113 OF 5torm"ater management: Runoff from the site will be controlled by a stormwiter acre). BURLAP AND CUT ROPE AND/OR monagemert pond located in the northern corner of the site. A weir wall is proposed 05 4. 5eed all areas in accordance with appropriate schedule. REMOVE WIRE BASKET FROM BALL DATE: 03/15/00 the outlet control structure. 5. Mulch all seeded areas with Straw mulch applied at arate of 3,500 Ib5 per acre, anchored with cutback or emulsified asphalt applied at a rate of 200 gallons per acre. LIGHTLY COMPACTED SETTLING MOMOUNDN n! SCALE: 1" = 30' Maintenance Program: The erosion and sediment control measures installed on the site 4 VARIES 4 shall be maintained by periforming the following. I. The, site superintendent shall inspect all erosion and sediment control devices after DESIGNED BY. JJT JOB NO. 2563 each rainfall and at least daily during prolonged rainfall. Damaged or deficient controls TYPICAL PLANTING DETAIL-- TREES OVER 2-1/2" CALIPER shall be repaired or improved immediately. TIZEV (NOT TO SCALE) SHEET 3 OF 7 O O O Cv V Lr) dj Ca Q CD Q1 3 0 CD m LO Ln rU i ED N L a) aJ C 01 c LLJ 01 C r, E r? a u) ,-1 tv CD a CST LD L17 CV u7 aN EXIS77NG I I • I � , a u-.. u-..-..-..-.. (.�f•�f•�f•�f�f•�l• e. pit. '�1•�C•�f•�!•�l•�f•�f•�•1•�l•�1•�l•�. 1=11=11=11=II=11.= � • '• '• ...... '•!'• '•!1'.1!1!1 "• '. '. se •'°•'•� '• '•;. 11=11=11=II=11?>t�j�l�t�t�jit�t�r�KAA. 12' MIN. SIDE ELEVATION 70' MIN. B WASNRACMC I / REQUIRED L- VDOT ,/ I I I - ---- POSITTTVE DRAINAGE COURSE AGGREGATE B TO SEDIMENT TRAP/PING DEVICE • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN VIEW OPERATION SECTION A -A REINFORCED CONCRETE 10. MIN. DRAIN SPACE SECTION B-B SOURCE ADAPTED from 198J Max/and Standards for Sol/ erosion and Sediment Control, and Vo. DSWC Plate J. X -1 Pavement Minimum 1.5" overlay asp ant Existing conc. surface course Type kSM) + + + + + + + + + + + + + + + + + + (BM) + + + +. + Asphalt concrete base min.6"++++++++++++++++ + ++ +,«++++++++++++++ course Type (BM) 0 0 0 O 0 0 10 O O O O 0 0 0 0 0 0 0 0 0 0 0 Type 1, Size 21A or 21B 21A or 218 000000000000i0000000 000 aggregate compacted to O O O 0 0 0 t0 O O O O min.10" 000000000000i0000000000 100% maximum density at O O O O O O O O O O O optimum moisture content Bench Bench Select Material 1, CBR 30 Approved soil or select material Type BCBl Type 1, CBR 30 compacted to 95% maximum density at OP timum moisture content O.D. Ipe Bedding 4" r r3f ',M�j�yvy Sand or 157 Stone ( e O.D.+24" ' For pipes less than 12", the tremch width may be 36" max. See UB-1 (Road and Bridge Standards Volume II) V.D.O.T. Figure 1 Cut Replacement in Roads with Asphalt Concrete Base aind Surface 4„ CG-6 2" R II -III III11 II tp 1 rr:1' e S • « • • 6" 2'- THIS AREA MAY BE CONCRETE BOTTOM OF CURB & GUTTER MAY AT THE OPTION OF THE CONTRACTOR BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBSURFACE COURSES, THIS CURB IS TO BE USED WHEN PROVIDED A MINIMUM DEPTH OF 7" DESIGN SPEED IS 40 MPH OR LESS 15 MAINTAINED. ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN AREAS. NOTE: COMB. CURB & GUTTER HAVING A RADIUS OF 300' OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS A RADI/AL COMBIN- ATION CURB & GUTTER. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. CONCRETE TO BE CLASS A3 IF (CAST IN PLACE, 4000 PSI IF PRECAST. SPECIFICATION COMBINATION 6" CURIB AND GUTTER REFERENCE 105 (NOT TO SCALE) 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 CONSTRUCTION OF A SILT FENCE (WITH WIRE S UPPOR T) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW �llll 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. 2 ��t G FLOW EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 Sherwood & Wynt PERMISSIBLE � CG-12 3 CONSTRUCTION JOINT TAPER CURB HEIGHT DOWN( MN• TO 0 AT THIS POINT DR PAY �F CG-12 PAY LW 0G-12 CONTINUE AT Fl1LL HEIGHT a VARI OR WHERE APPLICABLE SUOEW OR .VAR• A WWL- 5"x6" BARS a 12' OC •e a jteeie' w' SPACE VAR WIDTH SIDEWALK MINIMUM 7/0k ETE OR SIDEWALK SPACE COVER 1 1/2" se•°o°e ° eie• ----N • 6 J' OONSTRI �TKN J�OMT &' RADIAL PLAN No. Ex6' BARS a 1r Gc 6 MRS" CONE iETE COVER 1 1/2- TYPICAL ALTERNATE RADIAL PLAN FOR USE AT APPLICABLE STREET ( FOR VY TRUCK TRAFFIC ENTRANCE A� CONNECTIONS AND COMMERCIAL SEE ST TRUCK CG1 ANTICIPATED) PERMSSIBLE ENTRANCES SEE STANDARD CC-13 SHEET 203.10 MIN. IxN51Rl/CT101/ JOINT B V9A wA'iK OR WALK ' r. ' O° e'leee: RAMP FLOOR 6 I iio°. �° ��•e° TANGENT PLAN "••• SLOPE 12:1 MAX. ISOMETRIC e 7' WHERE ST'D. 03-3, CG-7 IS USED NOTIE", VIEW SIDEWALK AREA r-4" is THE MINIMUM �STAN tTPINTTEGRAL TO WARM �A��OVE7MGTHEE ENIF S WIDTH OF THE REQUIREMENT TO RAMP FLOOR (RAMP FLOOR MAY BE PRECAST OR CAST IN PLACE). THE DETACHABLE (WITH OR WITHOUT BUFFER STRIP) ACHIEVE A 12':1 SLOPE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE FINISH. RAMP SHALL NOT ST'D. CG-2 e6 r-4' EXCEED A MAXIMUM SLOPE OF 12:1. OR CG-6 6.33X MAX. FLARED SIDES OF CURB RAMP TO BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REWIRED BARS 7" DEPTH TO BE USED WHEN THE ENTRANCE IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT SECTION A RADII CANNOT ACCOMMODATE THE TURNING ADJOINING FLARED SIDES CAN BE CAST INPLACE AFTER PLACEMENT OF PRECAST RAMP REal11REMENTS OF ANTICIPATED HEAVY FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TRUCK TRAFFIC. REWIRED BARS ARE To BE No. 5 x6" PLACED V CENTER TO CENTER ALONG 907H SIDES SLOPE 12.1 MAX. OF THE RAMP FLOOR MID -DEPTH OF RAMP FLOCK MINIMUM CONCRETE COVER 1 1/2". THIS ITEM MAY BE CAST a" RAMPS WILL BE MEASURED AND PAD FOR AT THE CONTRACT UNIT PRICES FOR %'suu ° ••• ° OR PRECAST IN PLACE HYDRAULIC CEMENT CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE-N-PLACE. 5'xe' BARS III 1r aC SECTION B-B CONSTRUCTION JOINT CURB/CURB k GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED N PAYMENT FOR CURB/CURB t GUTTER e°e°°®o°o° LIMITS OF EXPOSED AGGREGATE SIDEWALK WHEN USED INCONIAWTI N WITH STANDARD CG-3 OR 00-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. ♦ TREATMENT WHERE WIDTH OF SIDEWALK OR SIDEWALK SPACE IS LESS THAN 7'-4" CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY AM TD BE PROVDED AT NTERSECTONS WHEREVER All ABLE ACCESSIBLE ROUTE IS DU04ED AS A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND ROUTE ® WITHIN THE RIGHT-OF-WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARD - SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN LESS OF WHETHER SIDEWALK IS DOSTNG, PROPOSED OR NONEXISTENT. THEY MAY BE BE APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS. OFFSET FROM PEDESTRIAN CROSSWALKS AS SHOW ON PLANS OR AS DIRECTED BY THE ENGINEER, BUT SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES EX. LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT. SPECIFICATIONREN CURB RAMP 502 CE (PERSONS WITH MOBIUTY IMPAIRMENTS) 504 Revised 3--26-96 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.09 •• Street opproaoh game surfacing as mainline A rOadWOy. (Radius to be as shown on Wens) C ARodid Combinat \ t care and gutter ( St'd. CC- 6) St'd CG-12 ,CV Sleewalk 6" CL of side street Optiond now Lin xponsion Joint A (Radius to be as shown on pions) Note: Width 'B" 2'0" or as MoWln* roadway shown on t)plcd section. PLAN VIEW 4' 7 7- •r.. Clans A3 (H.E.S.) '. Concrete SECTION C-C When SYd CC-11 Is used far entrances butt In can luction wttn VOOT Projects, please note tFe /dlowir� ® Construct grade charges with a parabolic curve. -Mainline pavvxnmt etwR be consbcted IV Pord"fic Dirve to the R/W Itne (except my subgrade slaDllzatlon required fa moinNne Edge of shoulder SlopeaChan9e IM D lolth* sntr�) con W omitted M or Optiond Flow Une p Radial curb or canbi notion curb ond dxM not be ter limciled Mainline Roodway 8X Max. beymndlthe R/W he oxcept fix Slope Change i replocenKlt purpoese. D 40' Min for Street Connect Whw used In conjuation with Standard CG-3 - CG-7, the curb f- on this 5' Mtn 20' Desirable for Stondord is to be od)"ted to match the Commerical Entrance mountable curb configuration. See Standard CG-12 for Curb Ramp assign to bs used with this Standard SECTION A - A When the entrance roN carrot oeeamodats the tuning rewirensnas of anti*oted heavy Ouldellnes far Erode ChanD 9e tnldc traffic. considerdtion should Its glen to sosi g the depth of adjocont proposed Entrance Colume Deelrable Maximumsiaewdk to 7 Ind es High (more than 1500 WD) 0 X 3 % ' Optional Rowli * may be used for wtr°nces Median 1500-1500 VPD) !�_3 X 6 X in cut sections. Law (less then 500 VPD) K-6 X 8 % Option+ (towline may re"Iro worpinq of a portion of gutter to prsdude pondig of water. SPECIFICATION TREATMENT REFERENCE CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 TEMPORARY SEDIMENT TRAP Ill VARIABLE ORIGINAL VARVBLE` GROUND ELEV. 11 67 CU. YD./ACRE N VAf6ABLE H 67 CU. YD./ACRE 4' MAX. (EXCAVATED) FILTER CLOTH ORIGINAL GROUND ELEV. *SEE PLATE 3.13-1 COARSE AGGREGATE- CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN FIE x DRAINAGE EA (IN AC.) J14:14�a / / °"a E°N COARSE AGGREGATE \ // EXCAVATED AREA FILTER CLOTH COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #S OUTLET (PERSPECTIVE VIEW) SOURCE: VA. DSWC TRAP SIZINO PLATE. 3.13-2 REQUIRED STORAGE = 134 GY/AG x 1.8-7 AG = 250.6 GY AVAILABLE STORAGE = 500 GY (AT EMER. SPILLWAY) HEIGHT OF STONE FILTER = 1.5' TOP WIDTH OF STONE FILTER = 2.5' HEIGHT OF PERMANENT SPILLWAY = 3.5' LE VEL SPREADER CROSS SECTION JUTE, OR EXCELSIOR OR EOUNALENT STAPLED IN PLACE--7 -- VARIABLE (MIN- 7') BURIED 6" MIN. , / F" t•Iltd.�' ILA.. .� BURIED F" MIN. LEVEL LIP OF SPREADER -- 1 OR FLAMER R.97/J S. LEVEL SPREADER WITH VEGETATED LIP CROSS SECTION VDOT #3, #357, p�5 OR 7 .ry r R=. A"' r IN tiN BOA E UGRE VARIABLE M 7 GALVANIZED WIRE ME5H KET- r--SECURE WIFE MESH TO TIMBER * FILTER CLOTH-' 6X6 TREATED TIMBER _ i --_-\ SECURE WIREIRE TO 6`' MIN. GROUND WITH WIRE STAPLES -7 � #3%�RFBAR TO 7' MIN, 3 UNDISTURBED 2' 1 OR SOIL RATTER 1 -• MIN. 6• \ LEVEL SPREADER WITH RIGID LIP * MIN. PHYSICAL_ REQUIREMENTS OF .FILTER CLOTH NOTED IN STD. SPEC. 3.19, RIPRAF, SOURCE:: VA, DSWC AND N.C. E--osion. and Sediment Control Planing and PLATE: 3.21-2 TEMPORARY DIVERSION DIKE Comnacted Soil SOURCE: VA. DSWC PLATE 3.09-1 END -SECTION 12"-60" PIPE ALTERNATE END -SECTION 12• - 60" PIPE ES - I S,1x e,Im YYrI W..wl"M tw W aautM W-Mcxve _-____.. x i-- --- x x % C` v"I' to be --. - E Con Fete lobe 4000 PSI Min 4000 PSI Min PLAN PLAN r t 6 1 t thg IN!o , j ( J SECTION X-X END VIEW SECTION %% _ END VIEW E S CTI lmhi ONIS . - END SECTION D q __ 99 _ q 1 IxAM - n e c o E _1"•. 1'-ID 5r1,- 2,-a 12 4" 2 Cr 2'-D• 4' d 2'-_0' t-fi 9��_ IT 6" _ Y 7 f-9 -4_02 6' 24 10• 3 7 fi 3- q §• 16` 9' 7 7 I-9" _ 4-Or 3_ 0" _ '�7 _ 1 T(' g O` 1(�r 5�I.,. -4'�6• S 7 _ _2' 6 1 4 0" 39 r qq4' fi. 1}},7! 5J4 y5y 595, 30r I Cr ' 6• I'-7jj 6It"_ ..5.0" SG P.III 5 /� 2'-0� B Iv-' -8' 0• 3e I 3• 5 3 2- 101" 1111" CO- 42 I 4" 3 9 2 -I I B 2 4Y 1 9• 5 3 a-nl d-2' 6 6'• 456 2 -0' 6 0 2.2 - 46 - 2' 0" 6 0 2' 2 g-2" Y 1Y 66' f r- 3 S-- 2 E N 6 d' 7¢ 54 2 3' 5 2-91 7.1. 2 6". ¢ 0 3'_3 - 6. 3•_ -Q O 3� B 7_ d O" - I P�r 4y� uw an "an tea..".,..... ' SLOPE DETAIN SPECIFICATION NEFERENCE FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS N12 VIRGINIA OEPANIMEN] ' IIfnNJI•t,N 1411t x1 � i i • 1 A 3d0 (MIN.) 1 d E- -- PIPE OUTLET TO WELL DEFINED CHANNEL I 1 PLAN VIEW L a v II a i T SECTION A -A FILTER CLOTH KEY iN 6"-5'. RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP. GABION BASKET, OR CONCRETE. _ 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4, 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER. BUT NOT LESS THAN 6 INCHES. Source: Va. DSWC Plate 3.18-1 795 EXI1 i3Ui1_i>IN� `'2C,.= 7151 !NVcRT OUT 716.00, 5TATIGN O+GO INVERT IN IN\/ER-I- OUT STATION 0 -70 METER BOX and COVER METER BOX (See Note) METER BOX COVER 18 in. Dia. Non -Traffic M32C-PW Traffic A32HH - T 24 in. Dia. Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) Note: 1/2" thick polyethelene plastic 30" deep (vertical crush strength shall exceed 3000 pounds) treated 2"x 4" with top 6 painted blue meter cover set 2" above fin. grade prior 18" varies as required to sodding corporation 18"-21' meter by F.C.SA stop 3" stone bedding meter box surrounding box Ti angle (check valve 36"min. with drain valve 8"min. angle yoke ball valve U type K copper tubing, continuous voter without 11oints from main to meter main METER SETTING PARTS line size meter s1Ze yoke angle yoke lYall valve angle check valve expansion wheel 3/4 5/8"x3/4" Y502 BA94-223W HHCA94-323TD-G EC-23 1" 3/4' Y504 BA94-344W HHCA94-323TD-G EC-23 1" 1" Y504 BA94-444W HHCA94-444TD-G EC-4 INSTALLATION NOTES: I slaewalK of meter box assembly 1. Exact locatione y to be approved prior to installation. 2. Water service crossing street shall be Sc type x encased in 2" dig. SCH40 PVC or M v 0i " : copper; ;'; SDR21 piping. The piping shall run from 3/4" type K a .......... one foot beyond sidewalk, across the copper for street, to one foot beyond sidewalk. single meter "x3/4" installation 1 Wye DUAL METER INSTALLATION 5/8", 3/4" & 1 " METER INSTALLATION Figure 5 AMENDMENT NO. 2 - APRIL 1997 AMENDMENT NO. 3 - OCTOBER 1998 SA� TAR JE VER PROF I L HORIZ. I" = 30' I �t VERT. 1 " = 3' I .f= ANOUl 1I 7 i 15411 15.41-1 045,00 PON,' E-I ANKC ,LENT T> E Y,. P ini 04- 50 2+CIO 71 C- IANHOLE -702.00 2+50 Z Uj Uj W O CD C\2 UD � a � f0 1 C\2 co .� � LO rn Zx y I C\2 In C\1 Uj '00. o Uj4 4 0 4� U a Lj (U -:4 IA rn A i4 ? I~ tv r-1 '% 9 �j W� H z L Z O 5 0 > WCZ� � W LU CL L L L L IY W � O Q o 0 Cn f J~ � Ln 0 O = OD UCU \ N CD C5 O I_ W124!� W u U E"N w j z CO�D U) Q4 o Q O W W WF� r ` f-1 1'r -1 V Q Mj W z 1--i O DATE: 03/15/00 SCALE: n/a DESIGNED BY: JJT FILE NO. 2563 SHEET 4 OF 4 X R Q 0 0 0 CU CV rr T f0 V, 0 3t 0 m LO CNJ U) 0 LL_° n 0 GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP t� ,.ram v .. • L '{ l6e°" y� Z EXISTING INTERMEDIATE CONTOUR ---- -- ._ _ '3 SCALE 1 = 2000 INTERCHANGE 313cc 1. Methods and materials used in the construction of the improvements herein shall conform to the current Yl. All work on this project shall conform to the latest editions of the Virginia Department of 'y 4` EXISTING INDEX CONTOUR .,3� rim ;� „�• !, au Count construction standards and specifications and/or current VDOT standards and specifications. Transportation VDOT Road and Bridge Specifications, and Standards, The Virginia Erosion'f� �• r:' 3' P / P P (VDOT) g P g �W, PROPOSED CONTOUR 4U p . v �t� t > �., = ` LU and Sediment Control Regulations and any other state, federal, or local regulations r� 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, EX E/P �, x :. 4 ". I.• ' °+. „`:*��',: applicable. In the event of conflict between any of these standards, specifications or EXISTING EDGE OF PAVEMENT -� -- .fa�sa,.:^ .. q• , must be provided prior to issuance of the site development permit. The approval of these plans in no way plans, the most stringent shall govern. PROP E/Pph``y ' ` "'°4 relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENTSITE Control Handbook.EX C&G V2. All construction shall comply 1 with the latest U.S. Department of Labor Occupational , a� ' "d► ,"' ,w; P y P P EXISTING CURB AND GUTTER � r�� Z 3. A permit must be obtained from the; Office of the Resident Engineer, Virginia Department of Transportation Safety & Health Administration and VOSH Rules & Regulations.: P g g PPROP C&G f, (VDOT) prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER'' ' '' au k x s S o f f !a tel: / CO V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, CG-6 CG-6R �'' 4. Approval of this plan does not guarantee issuance of an entrance permit b VDOT when such permit is f � 01 `� PP P g P y P shall be in accordance with the current edition of VDOT s work area protection manual. 'TRANSITION FROM CG-6 TO CG-6R � ° �+� t l� � � • ��' � � required under State law. , lr� �y M1.7f k V V Furthermore, all traffic control flaggers must be certified in accordance with VDOT s� x v�r ., a7 " EXISTING TELEPHONE LINE r - :': ,,; :, ' rn . �;. '� cat 5. The exact location of all guard rails, will be determined b VDOT personnel. A joint inspection will be held January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. ; �y •.. co g Y P j P� }t. PROPOSED TELEPHONE LINE - -- �' `^' •� s w s7 -:' i ai0 I rn with the Developer, County Represemtatives, and Representatives of the Virginia Department of Transportation V4. Design features relating to construction or $o regulation, control an safety o traffic a y . �. �� : o _.,` :; `� t\t (VDOT) to determine if and where gi,uard rail and/of paved ditches will be needed. The developer will be g g g n d a y f raff c may - EX. 15 RCP F. ,1 R , , :,., > .•.:> j 1� , r ,� �. x os be subject to change as deemed necessary b VDOT. EXISTING STORM SEER , r3_` .�•, t• , responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to , g Y Y ° PROP. 15 RCP Virginia Department of Transportatimn (VDOT) Guard Rail and Paved Ditch Specifications.71 V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM a , pc�� f9y8 �rsat e� roa;;�m�s dww�'o:� ■ A a� d 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a land use permits for any work on VDOT right -off -way. 0 .representative of the developer must be available at all times. EXISTING SANITARY SEWER 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEDER SHEET INDEX F' Control Devices ( MUTCD) . arranged and held by the engineer and/or developer with the attendance of the EXISTING ELECTRIC SERVICE - ----- -- contractor, various County agencies, utility companies and VDOT prior to initiation of work. 8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE -- embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for SHEET 1 COVER SHEET Q) 0 an undetermined length of time. VDOT will also require 48 hours notice for an - Y� - SHEET 2 SITE PLAN W, Q) 9. All pavement sections on the a roved plans are based on a minimum CBR value of 6. CBR values less y g q Y EXISTING GAS LINE P PP P inspection. SHEET 3 GRADING AND LANDSCAPING PLAN � than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. PROPOSED GAS LINE SHEET 4 DETAIL SHEET w 0 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated V8. The Contractor will be responsible for maintaining adequate access to the project from the PROPERTY LINE on the plans and as required at th,e field inspection. adjacent public roadway through construction and maintenance of a construction entrance in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. FLOW LINE 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall Furthermore, access to other properties affected by this project shall be maintained -. PROJECT INFORMATION be minimum 6" diameter and conform to VDOT standard SB-1. through construction. FENCELINE -- -------� -' 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE PARCEL IDENTIFICATION NO. 64-(A)-4G one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during p p STREET ADDRESS: LOT 2 WINDY HILL LANE and at the end of construction. EXISTING TELEPHONE POLE {� TOTAL AREA: 3.009 AC 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is thie contractors responsibility to clean streets, allay dust, and to take V10. All water and sewer lines within existingor proposed VDOT right-of-way are to have EXISTING WATERLINE W/ TEE PROJECT AREA: 81,457.2 S.F. whatever measures are necessaryto) insure that the streets are maintained in a clean, mud and dust free " P P g y ®� a DISTURBED AREA: 81,457.2 S.F. minimum 36 cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE CURRENT ZONING: B3 z condition at all times. CURRENT USE: VACANT O ' 14. " Notification shall be even to theappropriate utilit com an prior to construction of water and/or sanitary Vll. Any unusual subsurface conditions encountered during the course of construction shall be PROPOSED FIRE HYDRANT PROPOSED USE: WAREHOUSE g�Y company P / y sewer lines. Information should alsco be obtained from the appropriate authority concerning permits, cut immediately brought to the attention of the engineer and VDOT. Work shall cease in that W vicinity until an adequate design can be determined b the engineer and approved b VDOT. EXISTING WATER VALVE a sheets, and connections to existing lines. y q g y g PP y F.A.R. CALCULATIONS 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER LOT AREA = 131,072.04 S.F. i standards and specifications of City of Winchester Department of Public Utilities. prior to placement of fill. EXISTING REDUCER PROP. BUILDING. = 5,000 S.F. 16. The location of existing utilities shown in these plans are taken from existing records. It shall, be the PROPOSED REDUCER 5,000 S.F. / 131,072.04 S.F. = 0.038 F.A.R. < 1.0 contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing be compacted in 6" lifts to 95% of theoretical maximum density as determined by STOP SIGN q AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width LANDSCAPED AREA CALCULATIONS utility verification and the proposedl construction. VEHICLES PER DAY COUNT 100 of any dedicated street right-of-way. At the direction of VDOT Inspector density tests LANDSCAPED AREA = 97,021.48 S.F. 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT PROPOSED STREET NAME SIGN result of his construction project within or contiguous to the existing right-of-way. Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to PROPOSED SANITARY LATERAL CLEMOUT 25% LANDSCAPED AREA REQUIRED (32,768.01 S.F.) 18. When grading is proposed within easements of utilities, letters of permission from all involved companies final VDOT approval. 97021.48 S.F./ 131,072.04 S.F.=747� LANDSCAPED AREA PROVIDED H 0 must be provided to City of Winchester Dept. of Public Utilities prior to issuance of grading and/or site SANITARY MANHOLE IDENTIFIER 12 A V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans development permits. PARKING LOT LANDSCAPE CALCULATION and further where determined necessary by VDOT Inspector. S p 19. The developer will be responsible for` the relocation of any utilities which is required as a result of his STORM DRAIN STRUCTURE IDENTIFIER O PARKING AREA project. The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way ONE TREE PER 40 FT OF PARKING PERIMETER = 188' / 40' = 5 TREES shall meet VDOT minimum design standards and is the developer's responsibility. EASE LINE INTERIOR 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be i.rotected ONE TREE PER 10 SPACES = 11 SPACES / 10 SPACES = 2 TREES in accordance with state law. In tlhe event gravesites are discovered during construction, the owner and V16. If required by the local VDOT Residency Office, copies of all invoices for materials within CENTERLINE TOTAL = 7 TREES REQ. engineer must be notified immediatsely any dedicated street right-of-way must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be obscured. EXISTING SPOT ELEVATION t2.O MIN. 5% INTERIOR PARKING LANDSCAPED 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering + PARKING AREA = 2,160 S.F. (108 S.F. REQ'D) at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement PROPOSED SPOT ELEVATION 715 3 INTERIOR ISLAND AREA = 895.8 S.F. 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard markings must be installed by the developer or, at VDOT's discretion, by VDOT on an EXISTING TREE DRIP LINE proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis. PARKING CALCULATIONS professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has been prepared, it should supersede the requirements in this note. V18. Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector. REQUIRED PARKING: WAREHOUSE = 1 SPACE PER EMPLOYEE (2 EMPLOYEES) 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating OFFICE = 1 PER 250 S.F. or blasting at least two (2) working; days, but not more than ten (10) working days, prior to commencement OFFICE AREA = 1,500 S.F./250 S.F. � of excavation or demolition. Names and telephone numbers of the operators of underground utility lines O 8 SPACES REQUIRED , in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. TOTAL SPACES PROVIDED = 10 UTILITY CONTACTS FIRE M A R S H A L L' S NOTE APPROVED BY ZONING ADMINISTRATOR HANDICAP SPACES REQUIRED = 1 PER 25 SPACES 1 SPACE REQUIRED V1 d' HANDICAP SPACES PROVIDED = 1 � �, � Fire markings and signa Water/Sewer: Department of Public Utilities Eilge: � City of Winnchester Any "No Parking" signs and yellow painted curb locations will be installed ® �/®6 Pq >-, LOADING SPACE CALCULATIONS E-4 P.O. Box 75 by field inspection at the direction of the Fire Marshall's Office. W E-i � Winchesterr, VA. 22604 Signature Date ENVIRONMENTAL FEATURES REQUIRED LOADING SPACE: W Mj Z Z (540) 667-1815 PERCENT 1 SPACE PER 40,000 S.F. FLOOR AREA �+ '�" 0 FEATURE DISTURBED PROP. BUILDING = 5,000 S.F. � Gl, Q U Phone: Bell -Atlantic Site Plan shall be valid for five (5) years from date of approval. 5,000 S.F./ 40,000 S.F. 0 W P.O. Box 117398 FLOODPLAINS 0 �' r4 D 21297 4 SPACES PROVIDED (INTERNAL DRIVE -THROUGH) (,� E-+ BaltimoreW (ali) ore,, M82 LAKES & PONDS 0 ►- Z WETLANDS >1AC 0 0 ;J �:: Power: Allegheny Power MISS UTILITY 1-800-257-7777 SINKHOLES 0 ANY PROPOSED SIGNS AND OUTDOOR LIGHTING WILL U C:4 W NATURAL S.W. 0 MEET THE REQUIRED ZONING STANDARDS OF FREDERICK �' Q P.O. Box 11458 00 W Hagerstowm, MD 21741 DETENTION AREAS COUNTY. OUTDOOR STORAGE IS NOT PROPOSED UNDER Q4 1-800-6541-3317 STEEP SLOPES 0 THIS PLAN. W Gas: Shenandoah Gas Co. >15% P.O. Box 2400 WOODLANDS 0 Winchester, VA 22604 0 (540) 869-1111 an INSPECTIONS DEPARTMENT NOTES TRIP GENERATION DATA °TH®p COVER SHEET Buildings shall comply with the Virginia Uniform Statewide Building Code and Sections 304, use group B (Business) and use group S (Storage) of the BOCA Niational Building Code/1996. Other Code that apply are CABO A117.1-92 Accessible LAND USE: 110 - LIGHT INDUSTRIAL 0ma Project Name: Project Number: and Usable Buildings and Facilities. PROPOSED GFA = 5,000 S.F. No. 032285 P`0 WL EL2563 E V TRIPS BASED ON i,000 S.F.GFA: ® ��i®/� .� S PL UMBING All man egress doors shall be HC accessilble. ,� WEEKDAY: 6.97 x 5 = 35 TRIPS ��IONAL Magisterial District: Date of Plan: (Month, Day, Year) MAY 1. 6 2000 Note section 313 for mixed use options in BOCA. AM PEAK HOUR: 1.01 x 5 = 5 TRIPS -PT, OF PLANNiI ICi DEVELOPMENT, Shawnee District 03/15/00 PM PEAK HOUR: 1.08 x 5 = 5 TRIPS TRUCKS WEEKDAY (5%): .05 x 35 = 2 TRIPS Owner: Address, Including Zip Code & Telephone No. PROFESSIONAL SEAL & SIGNATURE 214 Waterloo Court Powell's Plumbing Winchester, VA 22602 THESE PLANS ARE IN CONFORMANCE WITH (540) 665-8196 DATE: 3/15/00 FREDERICK COUNTY STANDARDS AND Developer: Address, Including Zip Code & Telephone No. ORDINANCES. ANY DEVIATION OR CHANGE 214 Waterloo Court DESIGNED BY: JJT IN THESE PLANS SHALL BE APPROVED BY Powell's Plumbing Winchester, VA 22602 THE ZONING ADMINISTRATOR PRIOR TO (540) 665-8196 CHECKED BY: MDS CONSTRUCTION Engineer Certifying Plan: Address, Including Zip Code & Telephone No. 151 Windy Hill Lane JOB NO. 7737 Greenway Engineering Winchester, VA 22602 (540) 662-4185 SHEET 1 OF 4 0 O 0 L\1 LE) m cri Lr7 m CV T L U- 3 T� 0 m m LO LE) L-u CD C L a� C 01 C LLJ i cn n E 73 cn a) 3 O LID I m Lr-) «I U) lv ti S] O D LOT 3 TAX IMAP 64-A-4H WIN>DIY HILL, LLG DB 430, P6 434 V ZIONINbl 82 �0 U51E: VACANT rn\ o - (y o� `V W V. I `� \ ` ` ` At �\� _ — _ _ _ _._ — -wok `� \ � 96, A7,`\ R� PROPOSED LOCATION OF 516N \ �� �4rs LOT 2,., P055113LE FUTURE NGE 47 'y�A . •,,, OVULAR GURBIN6 J. 711V \ \ Cp \ 100.00, '� \ ,! r, ` �, >?'• 2 � c 5 5 22s. - 4• T�c � a� 5 ` T '. `�o M x I" CORD, STOP 1 I I" TYPE K COPPER WATER 58RVIGE 1 3/4" WATER METER j x E�-I L�4' 1 �% 1,500 5F TOTAL PROPOSED WAREH0IJ6E e \ INV, - 120.�Jo ` SSOo 5F TOTAL ES -I 1 X J' ° FF ELEV.= 722.6o 45.Ob' 1 4 Itt 7C ` G6 12 HEIGHT = 18' y r \ WINDY HILL LLG T.M. NO.: (94-W-46 PLACEMENT OF G6-12 CURB RAMPS T.B.D. BY INSPECTOR \ ZONED: B3 1 1 4 ,� 27' USE: VAC ANT * m I 'I-, .�i 5' (D cc W W z a z WC\2 o 0 ,n ao a' �o Lo zx � > �°' �C\2 w W 'oLo 0' �d CD Lo E-+ 4. w Z o w �s Z O ts w z T-IN-AU Vr iF. PLv4; z y OQ Q t j� l_ 5 QZ W u � � o Ix NO ENGROAGHMENT IS ALLOWED ONTO INTERSTATE Q q LIMITED AGGESS UNLESS PROPER VDOT LAND USE PERMITS) HAS BEEN SEGURED. W o 0 E-+ O Q � O O O IN, 4$.Y. GLASS Al RIP 10' OVERROW MIR • 703 Iv - 6' PVG OUTLET PIPE O OS% � `S \ PONn•l}IVERT ?OI 00 �is, X` \ 5Wt"i FACILITY I Il f� x20 GONG. DUM ' 3 Q { _> \ \ PA`DIN/ ENGLOSURE \ \ / o j \ \ EX TREE ( ,Rd \ O \ (SEE META I L) 15SIDE YARD � fzOn � _ _ �. / ��r-t--- LOT4 0 � o ��. � •��- � ____...�-� ___ _.____.______-_.�...__.._. �'- TAX MAP 64-A-41 -- MARK D. 4 ARLENE D• SMITH iii I + ii 1 I f RELOCATE HYDRAN N/ - DB 865, P6 1053 X 30 15 O 30 60 ZONIN61 115E OFFICE r� i 4 THOM S G. BAKER T.M. 0.: 64-(A)-4F „ SGALE: 1 = 30 �, INV. _ r24.4o ES I ZONING: BS USE: BUSINESS 4 1 PROPOSED ENTRANGE PROFILE (6ry + v LV tv OZ pz O:z 0 0 �o w 11J 1 w 12.00 10.00 VG Fx tznanwaY � —�, ��- TURN LANE O.gg20` `lr' - Ogg .00 i 00000 6 000 00 PROP. 51TE PAVEMENT o 0 o 2" 13M-25 000 0 b" 215 00( fL 00 O O 0 o 000 m_ d llJ OO � w Lu ry VY (3 ry N• O� O + d Ll1 J w 04 0 +2.0 0+40 HORIZ. I" = 20' VERT. I" = 2' -J 2 ra 0+60 o+yo ON -SITE PAVEMENT SECTION NOT TO SCALE 2' SM-125A 511RFAGE GOUR5E 6' SUBBA5E VDOT STD. 6R-21B AGl'ED %e6RADE (COMPACTED TO 419% VE 51TY AT OPTIHM HOISTURE CONTENT VDOT VTH-I METHOD) PAVEMENT DE516N BASED ON A SL06RAVE C 5R DE5101 VALIE OF 6. SOIL TEST OF TW S C6RADE HU5T SUBMTTEV FOR ACTUAL DETERMINATION OF REWIRED PAVaENT SECTION THIGH PRIOR TO CONSTRUCTION. PVMI7ETT mm MESH MW-ORfA% VDJO.T. ROAD MID BRID6E 5TANVO RD5 56GTION "04 6� 6:h T GLA55 A-'J GON FVM } 6' BASE 21-A COMPAG1Ev Smy'RADE (GOMPAGTIM TO qM DCN5ITY AT OPTIMUM Hotsn4m CANTCNT, VDOT DTH-I METHOD) TRASH DUMPSTER PAD NOT TO SGALE) I. PRP5MVATIVE STAIN ON ALL FOOD. COLOR TO MATCH THAT OF OLD&. 2. FINISHED SIDE OF FEW-E SHALL FACE §n ADJOININt5 PROPERTY, IF APPLK. RXE COIOAGTED ARAYM WOOD FENGE DETAIL FOR DUMPSTER ENGL0,51)RE NOT TO SCALE 4' RNIORG® 00WIMM 3" P51 4• SIBBASE M-A STOW) Im VARlG9 SEE 511E PLM 1/4' • I' _ 4 . GONGRETE SIDEWALK DETAIL MOT TO SCALE) G6-6R DE'RbCED 6VnLR sTRF4V AAA SYhDOLS 6' Le vAN S FOR A 0!9 151.E SPK,! RE6U.AR SPADE HANDICAPPED PARKING DETAIL KT-5. TION OF ELEGTF�G S VIGE T.B.D. BY AL E6HENY POWER 0 %F / Nv.IA� 5 SEE DETAIL) �co \ � e \\ A5PHA0- Lore PROPOSED GATEC�OR"r" IIBII BUFFER im VAGA ff lb* CA r --., .,..-- At ' w \ .96, LG\T 2 ,�` �' \ '' ' \ �, raj '4• \\ \ \`.� \ '� • \} ' \, O 'h \\ \\ \ ` \\ e ~ , 8' l t I .way E LOP4IS TAX KW 64-h-A � g �� � --• � S 35' —$2�:6 KVK � AILM s � wo t r / Y16 uric: { i i i �I rrl._ �64-(A)-4F _� •�',� �/ (° w to DATE: 03/15/00 1 SCALE: 1" = 30' DESIGNED BY: JJT JOB NO. 2563 SHEET 2 OF 4 K Q Z 1 l \ \ W Xf \ REMAINDER Oh*'EASENIENT TO BE PL�J^ UPON DEVELOPMENT OF REMAINDER OF PROPOSED LOCATION OF SIGN ,� \ \,• "W rs L ©T 2,, Ft W o ice\ Cat CO ' POSSIBLE FUTURE E NGE LIMITS OFC\2 co '°�� ��� 5 F �'� ODULAR CURBING \ \ \ W .. �Ami 10' LANDSCAPING E \ DD o a �'-A r \ 1 a� 0 100.00' CP c, a� o 5 " I GOR STOP I" TYPE K COPPER WATER 5ERVIGE 1 i AS <` p i \ \ '� , / 0 �' W V] w 3/4 WATER METER M� �j OPOSED OFFICE E-I IM% i r� 1-4�. _ l ti I " SF TOTAL PROPOSED WAREHOUSE = 720.'.t0 L P4 / 3,500 SF TOTAL a %� f�` • 0 / \ i z tU E5 {I X Jr° FF ELEV.= 122.00 �i E1P �C ` GFrl2 HEIGHT ,1 / 45.00' \ -4 / 1-1`� SEE DETAIL j/% -a �� ! d ~ �` \ 4,5Y. GLA55 Al RIP! i .. a' � / � 10" do�RFLOW V�IR • Boa � c-- WINDY HILL LLC \� ` ''� �' • `^� , Z w q ryJ PLACEMENT OF GG-12 CURB RAMP T.B.D. BY INSPEGTOk T.M. NO.: 64-(P�-4G � I , �. b - b• PVC oltrt PIPE • o ZONED: B3 I /� o '`O � � ,r 's o s '`a, \ ',7 `n z 2i USE: VACANT \ P•1N�ER ol.00 /S, •� �. O U� Q fL - * m \ 5W, FACILITY Q'x20' GONG. DUMBER '4 , �� \ W CL X n w ® G�{ QL i Ex TREE (�R.) _ �` �, rye ° `� \ �, PADJ!�I/ ENCLOSURE ,CL , a \ (SEE )ETA I L) d ✓�� `�,,` `.... � ` R' v ZI i O LU W (a I0 - --. �_ - 15' SIDE YARD 5E �_. li? , _ - ~ 7Q__ -..... a ''� ) r7 W ° o o LOT 4 ➢< / -_ �_ __ f.� ---._-_-_--- TAX MAP 64-A-41 A t� I. i -� 13 // _-�-ter-._.-..._ J -~� � i N� 1 I ., MARK D. 4 ARLEw D. SMITH i N 1033 I ' { RELOCATE HYDRANT I j LOG TION O • ELEGTI:� 5 /IGE T.B.D. BY A,LLE OWER LIMIT DB 865� �c _ , I ZONIN61 i32 U56 OPFIIGE �` / ,f+� DRAINA' - THOM 5 G. BAKER s.n t I o T.M. INV. = 124.40 ES-1 O.: 64-(r'i)-4F__ _ - ir. / AREA ZON I N6: B3 11 USE: BUSINESS � U-) 1) cz, o = 30 15 0 30 60� I 1 '""'• �oe � No a ) z o 0 Z O � Is SCALE: 1 " = 50' TH 15 5HEET FOR ER05ION AND 5ED I MENT GONTROL AND LAND5GAP1 NCB ONLY! I LOT 1 ALL ER05ION AND SEDIMENT CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE VIRC71NIA ER05ION AND SEDIMENT CONTROL HANDBOOK EROSION/SEDIMENT CONTROL LEGEND POKELL'5 PLUMBING L.ANDSGAPE SGHEIDUL"E : NO. KEY SYMBOL DESGRIPTION WINDY HILL LANE ABR. QTY. BOTANICAL NAME COMMON NAME SIZE (MIN.) SPAGIN6 GONT. 10-YR. CANOPY REMARKS 3.02 GE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE ER05I ON AND 5ED I MENT GONTROL 1NARRATIVE 5 Acer scharinum SUGAR MAPLE 2" GAL. A5 SHOWN B $ B 200 SF 3.05 O �x -� SILT FENCE BP 6 PYRUS GALLERY ANA BRADFORD PEAR 4' HT. A5 SHOWN BBB 250 SF 3.0-1 IP STORM DRAIN INLET PROTECTION De5cription:The proposed projeclt consists of approximately I.Sl acres to be developed 2 The site superintendent shall inspect daily the areas of construction octivit to ensure GL 6 CUPRE55OGYPARIS LEYLAND CYPRESS 4' HT. AS SHOWN B 4 B SCREENING LEYLANDI I 3.09 TEMPORARY DIVERSION DIKE Gl, Z within the Windy Hill Subdivision. This lot has on area of about 3 acres. The total area erosion control effectiveness. Additional measures shall be installed immediately where WP 12 PILAUS STROBUS EASTERN WHITE PINE 4 HT. AS SHOWN B8B SCREENING F N 3.10 FD ia TEMPORARY FILL DIVERSION 0 I--i - to be disturbed by this project is approximately 1.81 acres. deficiencies are found. 0 M 3. Permanent erosion control measures include the installation of rip rap at storm sewer 3.12 ®� DIVERSION Date of construction: Gonstructioni will begin following plan approval and will take outfalls and the establishment of grass on exposed surfaces disturbed in the construction 3.13 ST -�►E04- TEMPORARY SEDIMENT TRAP Z [-•-1 2 approximately one (1) year to cormplete. process. TABLE 3.31-B TABLE 3.32-C 3.Ib O ® OUTLET PROTECTION (D U U ~ Q4 E"� Existing site conditions: The area to be disturbed under this plan i5 currently vacant land Erosion and sediment control program SITE SPECIFIC PERMANENT SEEDING MIXTURES ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS FOR APPALACHIAN/MOUNTAIN AREA 320 GD -'- -,- CHECK DAMS Z N �,;" covered in brush and grass. I. Hold Construction meeting on site. •QUICK REFERENCE FOR ALL REGIONS" Total Lbs. Minimum Care Lawn Per Acre 333 O ---®-- 5ODDIN6 3•� � TREE PROTECTION � mi ^ n 1HI 0 Adjacent areas This project is bounded to the north by Interstate bl, to the east by pre 2. Install construction entrance. - Commercial or Residential 200-250 lbs. Rate - Kentucky 31 or Turf -Type Tall Fescue 90-100% 0-0-0 LGG LIMITS OF CLEARING a GRADING F-4 r , Windy Hill Business Park, a vacant lot to the west, and Windy Hill Lane to the south. 3. Clear and grub the areas. Planting Dates Species Ibs./ocre - Improved Perennial Ryegrass ' 0-10% ( > - Kentucky Bluegrass 0-10% � � DRAINAGE DIVIDES Q y E W Soils information: The existing soiil conditions were obtained from the USDA Soils 4. Rough grade the and and install the sediment trap. g p p' 5. Grade he install the drivewa High -Maintenance Lawn CRITICAL SLOPE - CRITICAL SLOPE SEEDED, MULCHED AND TACKED W � �"' Survey for Frederick County. On -site soils belong to the Ooklet Silt Loam association (32B). This Soil i5 verydeep, enitl Sloping, and well -drained. Permeability I5 slow, site, culvert and outlet protection. y p 6. Fine grade and install the parking lot subbase and base paving. Temporary soil Sept. , -Feb. ,s 50/5o Mix of Minimum of three 3 u to flue (> p (se varieties of Annual Ryegrass bluegrass from approved list for use in Virginia. 125 lbs. (Callum multi-florum) A I WITHIN S DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START W q n g y y runoff is medium, and erosion hazard is moderate. The surface layer consists of 5 inches stabilization shall be applied to all disturbed areas within 14 da s if the area is to remain Pp y Cereal (nrnter Rye 50 - 100 General Nape c3:, or less) Seca1 cereal@ ESLd�z Z � W � of dark brown silt loam and is undlerlain by brown clay. This soil belongs to hydrologic dormant for more than 21 days. y - Kentucky 31 Fescue 128 lbs. - Red Top Gross 2 Ibs. Soil group C. 1. After approval by the inspector, remove the temporary control devices and stabilize the areas disturbed during removal. Feb. 16 - Apr. 30 Anua1 Ryegrass 60 - 100 - Seasonal Nurse Crop** 20 lbs. (Ldiium multi-florum) '�0 Ibs Z O-I Low -Maintenance Slope (Steeper than 3:1) Critical oreos:There are no criticol areas on this site. b. Remove sediment trap upon approval by the Inspector, remove sediment, and restore the - Kentucky 31 Fescue 108 lbs. May 1 - Aug. 31 German Millet 50 - Red Top Gross 2 lbs. V1 permanent stormwater management facility. (Setaria italica) - Seasonal Nurse Crop** 20 lbs. O Erosion and Sediment control meal5ure5: Control of erosion and sedimentation for this Note: Frederick County and VDOT retains the right to add and/or modify - Crownvetch '�� 20 lbs. 150 lbs RUBBER H05E w site shall be achieved by installing the following. and sediment control measures during the construction process, within reason, to ensure ' Perennial Ryegross will germinate faster and at lower soil GUY WIRE12 GAUGE I. Construction entrance. adequate protection to the public and the environment. p 9 Seeding temperatures than fescue, therebyproviding cover and erasion _g, resistance for seedbed. TURNBUCKLE 2. Diversion dikes. 3. Temporary sediment trap (at 5t.ormWater management and) p y p g p 5eeding schedule (soil stabilization): •• Use seasonal nurse crop in accordance with seeding dates as Seed shall be evenly applied with a broadcast seeder, drill, stated below: cultipacker seeder or hydroseeder. Small grains shall be March, April through May 15th Annual Rye TREE WRAP WITH 50% OVERLAP FLAGGING TAPE ON EACH WIRE 4. 5ilt fence. planted no more than one inch deep. Grasses and legumes May 16th through August 15th Foxtail Millet shall be planted with no less than 1/4" soil cover. August 16th through Sept.,Oct. Annual Rye November through February Winter Rye 2" DOABLE SHREDDED HARDWOOD MULGH/3" SAUCER. PLACE TOP 1/6"OF 1. 5pread topsoil at a minimum depth of four (4) Inches. Permanent 5tabilizotion:Once cons>truction 15 complete, all disturbed areas not built upon or paved shall be covered with ai minimum of four (4) inches of topsoil. Fertilizer, 2. Incorporate pulverized agricultural limestone into the topsoil at a rate of q2 Ibs. per *�* If Flotpeo is used, increase to 30 lbs./acre. All legume seed must be properly Inoculated. Weeping Lovegrass may also be ROOTBALL ABOVE FIN15H 6RADE 3 5TAKE5 seeding and a blanket of straw shall be applied to the topsoil. 1,000 square feet (2 tons per acre). 3. Fertilize with 10-10-10 fertilizer at a rate of 23 Ibis per 1,000 square feet (1,000 Ibs per included In any slope or low-mointance mixtures during wormer seeding periods; add 10-20 lbs/acre in mixes. - - -I - _ BAGKFILL stormwater management: Runoff frrom the site will be controlled by a stormwater acre). =1 I I- I=1 :: I I = -1 ROOTBALL-REMOVE TOP 11*3 OF BURLAP AND CUT ROPE AND/OR I I=1 I I I I management pond located in the northern corner of the site. A weir wall is proposed as 4. 5eed all areas in accordance wappropriate riate schedule. ppro p-1I1=1I _ _ _ a - - REMOVE WIRE BA5KET FROM BALL =- DATE: 03/15/00 the outlet control structure. 5. Mulch all seeded areas with straw mulch applied at a rate of 5,500 Ibis per acre, anchored with cutback or emulsified asphalt applied at a rate of 200 gollons per acre. I I -III -I III -I 11= = 1=111= LIGHTLY COMPACTED 5ETTLIN6 MOUND ;,II I,;,II I ,II I,; I I I,; I II, ,III, -,; - ; SCALE: 1" = 30' Maintenance Program: The erosion and Sediment control measures installed on the site 4" VARIES 4 shall be maintained by performing the following. I. The site superintendent shall h5lpect all erosion and sediment control devices after DESIGNED BY- JJT each rainfall and at least daily dulring prolonged rainfall. Damaged or deficient controls TYPICAL PLANTING DETAIL-- TREES OVER 2-1/2" CALIPER JOB NO. 2563 shall be repaired or improved imnnediotely. 1T2ffi NOT TO SCALE) SHEET 3 OF 4 FD O O O CV L0 c-I L a Q a1 Q7 3 -o 0 a1 rT� CD Ln / En al ai C 01 C LLJ C?7 C E CL rti aJ CD CL 17�) LID In Kv / al r-I rr CD SIDE ELEV/ATION EXIS7/NG GROUND 70' MIN. t3 10, MIN. WjHRAK ED s 10, MIN. 12' MIN. DUSTING PAVEMENT VOOT /1 I �-POE 10, MIN. COURSE AGGREGATE B TO TRAPPUNG e MUST EXTEND FULL WiDTH OF INGRESSAND EGRESS PLAN VIEW OPERATION SECTION A -A REINFORCED CONCRETE DRAM SPACE SECTION B-B SOURCE. ADAPTED from 198J Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate J.02-1 Existing Pavement Minimum 1.5" overia asp It conk. surface course ype �SM) (BM) + + + + Asphalt concrete base min.6" + + + + + + + + + + + + + + + + + course Type (BM) 000 O O O O O) O O O O 0 0 0 0 0 0 0 0 0 o Type 1, Size 21 A or 21 B 21A or 218 00 000000000)0000 00000000o0000000 aggregate compacted to 0 0> min. 10" O O 0 00 000000 0 O) O O O O 0 0 0 0 0 100% maximum density at 0 0 0 0 0 0 0 0 0 0 0 optimum moisture content Bench Bench Select Material , CBR 30 Approved soil or select material Type 1 BaCB Type 1, CBR 30 compacted to 95% maximum density at optimum moisture content 1pe Y Bedding 4" `1 � ti7 �� .: � + Sand or #57 Stone . ¢.�%�rF. Neer. '1:"ft - .. O.D.+24" (!s) " For pipes less than 12", the trench width may be 36" max. See UB-1 (Road and Bridge Standards Volume II) V.D.O.T. Figiure 1 Cut Replacement in Roads with Asphalt Concrete Base and Surface 4" CG-6 THIS AREA MAY BE CONCRETE-� BOTTOM OF CURB & GUTTER MAY AT THE OPTION OF THE CONTRACTOR BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBSURFACE COURSES, THIS CURB IS TO BE USED WHEN PROVIDED A MINIMUM DEPTH OF 7" DESIGN SPEED IS 40 MPH OR LESS IS MAINTAINED. ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN AREAS. NOTE: COMB. CURB & GUTTER HAVING /A RADIUS OF 300' OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS A RADIALL COMBIN- ATION CURB & GUTTER. THIS ITEM MAY BE PRECAST OR (CAST IN PLACE. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. SPECIFICATION COMBINATION 6" CURB AND GUTTER REFERENCE 105 (NOT TO SCALE) 502 VIRGINIA DEPARTMENT OF TIRANSPORTATION 201.03 CONSTRUCTION OF A SILT FENCE (WITH WIRE S UPPOR T) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. w FLOW �1111 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 11hMA\t11'','UIIIIII 4 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FLOW G EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 Sherwood k leant 3 CG-12 PERMISSIBLE CONSTRUCTION JOINT TAPER CURB HEIGHT DOWN MIN' TO 0 AT THIS POINT OR PAT 00-12 PAY LINE OG-12 CONTINUE AT FULL HEIGHT = _ WHERE APPLICABLE WIDTH VAIq OR veee VAR• 1 ypN• 5"x8' BARS a 12, OC °O ve iiiisii° SPACE e° ♦ VAR. WIDTH SIDEWALK MINIMUM CONCRETEa ��e°s° iew° vee oea OR SIDEWALK SPACE COVER 1 1/2' 1-- --N 6 --N PERMISSIBLE coNSTRtIcnoN JOINT PLAN N. Ur BATS a 12" oc ti MINIMUM CONCRIM COVER 1 1/ TYPICAL ALTERNATE RADIAL PLAN *FOR COMMERCIAL ENTRANCE FOR USE AT APPLICABLE STREET (HEAVY TRUCK TRAFFIC ANTICIPATED) A� CONNECTIONS AND COMMERCIAL 8' 3' 6' ppIM{SSIBLL ENTRANCES SEE STANDARD CO-13 SHEET 203.10 pgN• c;ONSIRUCIION JOINT B VAR. WIDTH 1-110.1-El ► BSIDEWALK OR y fSIDEWALK 4SPACE� oee°eeiO° RAMP FLOOR 6 I °°e 0�0�000�0000°° �e-.1 a Oee° ....e°.eeee ' TANGENT PLAN eee eeee° ° SLOPE 12:1 MAX. 6' ISOMETRIC • 7' WHERE STD. OG-3, CG-7 IS USED N07M VIEW SIDEWALK AREA 7'-4" IS THE MINIMUM CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP - SIDEWALK TO RESISTANT INTEGRAL DETACHABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE (WI1H OR WITHOUT BUFFER STRIP) ACHIEVE 1Y:1 SLOPE RAMP FLOOR (RAMP FLOOR MAY BE PRECAST OR CAST IN PLACE). THE DETACHABLE STD. CG-2 WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE FINISH. RAMP SHALL NOT OR CG-a r-4" EXCEED A MAXIMUM SLOPE OF 12: 1. 5.331G MA%. FLARED SIDES OF CURB RAIN TO BE POURM MONOUTHICALLY WITH RAMP FLOOR OR .. .. BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 7" DEPTH TO BE USED WHEN THE ENTRANCE IF RAIN FLOOR IS PRECAST. HOLES MUST BE PROVIDED FOR DOWEL. BARS So THAT SECTION A -A RADA CANNOT ACCOMMODATE THE TURNING ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP REQUIREMENTS OF ANTICIPATED HEAVY FLOOR. PRECAST CONCRETE SHALT. BE CLASS A-4. TRUCK TRAFFIC. REQUIRED BARS ARE TO BE No. 5 A" PLACED 1" CENTER TO CENTER ALONG BOTH SIDES SLOPE 12:1 VAX. OF THE RAMP FLOOR. MID -DEPTH OF RAMP FLOOR. MNU M CONCRETE COVER 1 1/2". THIS ITEM MAY BE CAST CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR OR PRECAST IN PLACE HYDRAULIC CEMENT CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK. COMPLETE -IN -PUCE 5"x8" BARS • 12" OC SECTION B-B CONS JOINT CURB/CURB ec GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE "UM IN PAYMENT FOR CURB/CURB h GUTTER. LIMITS OF EXPOSED AGGREGATE SIDEWALK WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR OG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. ♦ TREATMENT WHERE WIDTH OF SIDEWALK OR SIDEWALK SPACE IS LESS THAN 7'-4" Ct1R6 RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROPOED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ■ ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCnD, STABLE, FIRM AND ROUTE ® WITHIN THE RIGHT-OF-WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARD - SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN LESS OF NMEIHFR SIDEWALK IS EXISTING. PROPOSED OR NONEXISTENT. THEY MAY BE BE APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS. OFFSET FROM PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, BUT SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES EX. LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT. SPECIFICATION CURB RAMP 502 (PERSONS WITH MOBILITY IMPAIRMENTS) 504 Revised 3-25-N VIRGINIA DEPARTMENT OF TRANSPORTATION - _.. 203.09 •• Street approach same surdway.facing as mainline A roa (Radus to be as r shown on bey L ARadid CambMat Curb and gutter \ St'd CC-12 Sidewalk 6" CL of aide street Optional Flow Lin anaton Joint A Note: Width 'B" 4'O" or as 11 I'MOlae shown on typical section. PLAN VIEW (Radius to be as shown on plans) Q 2" 2 4-1 6. xpane on / .. Case A3 (H.E.S) \ . Id ay Concrete SECTION C-C When SYd CC-11 is used for mtrancee butt in canluction with WOT P-jmts, Phase note t1» followin¢ ® Construct grade changes with a parabolic curve. -MakAw pavement shall be constructed 10' Porabdlc Ourvs to the R/W line (except my subgrade stabilization required for maligns Edge of shoulder a% Max. Slope Change MI D pav ement ,,hlch can be omitted In the entrance.) or Optional Flow Line D Radial at Orb Mainline Roadway Sx Max. ttwb h l not constructed beyond s /W in: be oxowtfor Slope Charhge replacement purposes. D 40' Min for Street Connection When used in cmjueNon with standard CG-3 or CG-7, the curb face an this 5' Min. 20' Desirable for Standard is to be adjusted to match the Commerical Entrance mountable curb configuration. Sw Standard CG-12 for Curb Ramp design to be used with this standard SECTION A - A when the entrance rode cannot accomodate the turning requirwrImts of "d homy OuTddTnlss for Grade Change D truck traf ic, consideration should begiven to inarewlnq the depth of ad)oeent proposed Entrance Coume DeekoWe Maximum sidewalk to 7 Indh High (mare than 1500 VPD) 0 x 3 % • Optional "In* may be used for entrances Mecum 1500-1500 VPD) �3 1< 6 X in vet sections Low (less than 500 VPO) 5116 11 8 % Optional fiordirne may regain worpkg of a portion of gutter to preclude pondkp of water. SPECIFICATION UMOD OF TREATMENT CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES 203.04 TEMPORARY SEDIMENT TRAP .I VARIABLE ORIGINAL VARIABLE e GROUND ELEV. 87 CU. YD./ACRE vH VARIABLE° N 67 CU. YD./ACRE (EXCAVATED) 4'MAX. CLOTH GROUND o ELEV. *SEE PLATE 3.13-1 COARSE AGGREGATE- CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN FEEn a x DRAINAGE EA (A4% IN AG.) / DIVERSION COARSE AGGREGATE EXCAVATED FILTER CLOTH AREA *'COARSE AGGREGATE SHALL BE VDOT #3, 1357 OR #5 OUTLET PERSPECTIV (PERSPECTIVE VIEW) E ) SOURCE: VA. OSWC TRAP 51 Z I NO PLATE. 3.13-2 REQUIRED STORAGE = 134 GY/AG x 1.0-7 AG = 250.6 GT' AVAILABLE STORAGE = 500 GY (AT EMER. SPILLWAY) HEIGHT OF STONE FILTER = 1.5' TOP WIDTH OF STONE FILTER = 2.5' HEIGHT OF PERMANENT SPILLWAY = 3.5' L.' EL SPREADER CROSS SECTION JUTE, OR EXCELSIOR OR EQUIVALENT STAPLED IN PLACE 1 VARIABLE (MIN, 7') BURIED 6" MiN, fi" MIN. b 1 Z:7--. BURIED 6" MK LEVEL L!P OF SPPEACIER - - -- 2:1 OR PATER 13 LEVEL SPREADER WITH VEGETATED LIP CROSS SECTION T V 0, "7 76 OR 1). �3� {� c 57 , COAR_E AGGRE IN asVARIABLE (MIN, 7') GAtV,;I`li7ELl WIRE MESH f ET -f i�SECURE WIRE MESH TO TIMBER * FILTER CLOTH 6x6 TREATED TIMBER 1 SECURE HIRE TO GRvLXND ? 6- MIN. WITH WIRE STAPLES-� .._s fk5 BAR TO 7' MIN, 3' UNNSTURRED - 2:1 OR SOIL FtAT'fER 0ry. 6 • \ LEVEL SPREADER WiTH RIGID LIP * MIN. PHYSICAL RECUIRENAENT i OF FILTER CLOTH NOTED IN STD. & SPEC. 3,19, RIPRAP SOURCE;: VA, DSWC j;111D NC. Erosion and Sedzr:aentCon4rol Ejarming �qnfdlDesign Manual PLATE-. 3.21-2 TEMPORARY DIVERSION DIKE ('omnact.ecl Soil 4.5' min. SOURCE: VA. DSWC END -SECTION 12"-60" PIPE ALTERNATE END -SECTION 12"- 60" PIPE TZk J X XIocreJ E Concretelob4000 PSI Min. ' 4000 P51 Min1------------- PLAN r PLAN f c t e 1 C B I_ r I � II( m amID�I IlxniYli oI -rp. � �I\_J, ;� n JI SECTION X-X END VIEW SECTION X-X END VIEW END SECTION DIM END SECTION DMENSgNS . BAM 4 _ 2 a akl _2S _DM_ A 15, �. 27 -iM 51, ?fie 12 4" Y O 2-Cr a d' Y-a" _1@ 9 15 6 Y3 i 9 90 76" 24 - 10 3l7 72 Is" 9- 23 9 ao Yo_ D jo[r, a _ ISr Ckl n 4-fie 24 9t 3 7 2•-6 6 I 4'O" 34 l 4." 91 I ll 6 i - _5_Or 33 (-I/L. 41Qh t_ _ 1 3_ 5 3 0" _36 I-3" 53 no all" 6'0" -42 I9 53- 2II B2 6'6' 42 1 9" _6-3"_ 2 II"-2" d-6" 46 _ _0' 6 O Y-2" 49" 2' 0" 6 O 2 2' g 2" 7'-Y .-�a I _ 5 5 - 31-3 9-4 " 7' 6` 54 23'° 2A{ B2l" 76'6" 50 3'-3 60" 2 1i" 5 0 Y 3 .`... NDIC� vs n. elenal. ee, Nu.<1u SLOPE DETAIL SPECIFx:AT10N REFERENCE FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS _. 302 VIRGINIA DEPARIM,NI 1I4ANbl"' IAII(IN I 1 PLATE 3.09-1 A ado ('_cN-) ------------ - d O �- ------------ PIPE OUTLET TO WELL DEFINED CHANNEL PLAN VIEW ' r'e L a I j O -e r d 7__SECTION A -A FILTER CLOTH KEY ill 6"-5': RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED - USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER. BUT NOT LESS THAN 6 INCHES. Source: Va. DSWC Plate 3.18-1 7 EXIT 13U'ILPINt; rx -120.� 7151 INVERT OUT r1�.Gv1 JTATi'ON 0+00 IN'',/EPT IN iN\/EFT OUT STATION O -? 0 METER BOX and COVER METER BOX (See Note) METER BOX COVER 18 in. Dia. Non -Traffic M32C-PW Traffic A32HH - T 24 in. Dia. Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) Note: 1/2" thick polyethelene plastic 30" deep (vertical crush strength shall exceed 3000 pounds) treated 2"x 4' with top 6 pointed blue meter cover set 2" above fin. grade prior 18e varies as required to sodding rQb rationstop 3" stone bedding T8"-21"meter box surrounding box angll check valve 36"min.with drain valve Simin,LJ type K copper I tubing, continuous without oints from rater main r0 meter - main METER SETTING PARTS line size meter size yoke angle yoke ball valve angle check valve expansion wheel 3/4 5/8'x3/4' Y502 BA94-223W HHCA94-323TD-G EC-23 1" 3/4' IY504 BA94-344W HHCA94-3231D-G EC-23 1" 1" IY504 BA94-444W HHCA94-444TD-G EC-4 INSTALLATION NOTES: I :::: slaewalK 1. Exact location of meter box assembly Ln to be approved prior to installation. 2. Water service crossing street shall be Y ':y'ype K ::If:;?:`: �c encased in 2' dia. SCH40 PVC or M o .• ...... :;;copper;i:; o 31: SDR21 piping. The piping shall run from 3/4" type K y one foot beyond sidewalk, across the copper for `e street, to one foot beyond sidewalk. single meter "x3/4" installation 1 Wye DUAL METER INSTALLATION 5/8", 3/4" & 1" METER INSTALLATION Figure 5 AMENDMENT NO. 2 - APRIL 1997 AMENDMENT NO. 3 - OCTOBER 1998 SAN I TAR SE ER PROF I L HORIZ. I" = 30' VERT. 1 " = 3' i 5.4q 15 401 � F POrtu> Er _ I�NiGh !E iT J `t EX. i✓:inl 0 + 0 0 0 + 5 0 1+00 1+50 2+LAG (a�cl.f5 2 G.! c 715 7,74� TANHOLE 2+50 Z W W W C\2 O LO CO C\2 CQ C�2 1--I mot I ._1 ta0 to 0 Zx �y I M v�C;2 toC\2 W 0� WO U a� V tj•� led Hw t\ 0:1, rn Tn Q) a) O �, W U1 ra Z Lu 7- 7- Z v 0 5 O 6 > W OL W D- Q Q W LU LLi W O O A o 0 1� (�oo) I OD o F' CD \ O Z 0 �' In- H w E W J Z� m� ^ (2 ) IIIIIIIIIIIIII' W W � z T n v1 F-H r� F-r-i DATE: 03/15/00 SCALE: n/a DESIGNED BY. JJT FILE NO. 2563 SHEET 4 OF 4