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HomeMy WebLinkAbout04-03 Prosperity Properties, L.L.C. (at Kernstown Business Park) - Back Creek - Backfilea HNA�,,�. S!P��L mar �� LEGEND FCSA CONSTRUCTION NOTES VDOT GENERAL NOTES VICINITY MAP 0 0 EXISTING FEATURES 1. Water and sewer lines are to be constructed in accordance with these plans. The lines shall additionally meet V1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation SCALE 1 "= 20010' w o 9 EXISTING EDGE OF PAVEMENT _.._ __..�__..______.. -EX EP all requirements of the Frederick County Sanitation Authorit a a) ath st a fe a al r Iota re ulatfons a licab/e. Virginia Erosion and Sediment Control Regulations, UA q ty y. (VDOT) Road and Bridge Specifications and Standards, The nd ny er at , d r , o l g pp In the event of conflict between any of these o 0 2. The contractor shall coordinate with, and arrange for inspection by, the Authority. EX F standards, specifications or plans, the most stringent shall govern. EXISTING EDGE OF GRAVEL fAuthority'sg d 3. Exact locations o, water and sewer services on new lines are to be coordinated with the Inspector, V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health EXISTING CURB AND GUTTER j EX CG- 6 41 The Sanitation Authority Maintenance Department is responsible for the installation of water meters through 2" Administration and VOSH Rules & Regulations. -y-- in size. Before a permanent meter is set, they require; EX. INTERMEDIATE CONTOUR 1) the frame and cover to be properly aligned with its meter box and yoke bar; V3, When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in 2) the frame and cover to be set to the final grade of the lot; accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control D o EXISTING INDEX CONTOUR 50 -- - --mm - - 3) the distance between the top of the cover and the yoke bar be between 18 and 21inches; and flaggers must be certified in accordance with VDOT's January 1994 (or latest) edition of Road & Bridge 4) all components of the meter box assembly to be in proper working order. It is the developer's/contractor's Specifications, Section 104,04-C, EXISTING SPOT ELEVATION X .`�Ci.Cr' responsibility to have the meter box assembly installed correctly. a� �1-Y V4. The developer shall be responsible for relocating at his expense, any and all utilities: Including traffic signal im .� SITE v __-__-._,__._. 5. The contractor shall install water and sewer services that connect to existing lines. i J o ® �- c EXISTING TELEPHONE LINE ----. ] - - -- - T - poles, junction boxes, controllers, etc, owned by VOOT or private utility companies. It is the sole A �� V o (A) A water service (and force main service) requires the installation of a saddle with a corporation stop responsibility of the developer to locate and identify utility facilities or items, which may be in conflict with J o a U EXISTING SANITARY SEWER ~ -~- -- -- --- - - : M - - the proposed construction activities, VDOT a making the tap, P P approval of this plan does not relieve the developer of this a� N B -0 EXISTING ELECTRIC SERVICE - ~- f - - - j- --------- E -- - (B) A gravity sewer service requires the installation of a wye, 18" long stub pieces, and 15" long, full circle, responsibility., a stainless steel repair clamps, V5. Design features relating to construction or to regulation, control and safety of traffic may be subject to EXISTING GAS LINE -----_.._ �;`7 _.___..__._. �;-__.-__-____._. (C) The FCSA inspector assigned to the project shall be present for the installation of each connection. change as deemed necessary by VDOT. EX i 5 " RCP 6. When an existing water main is tapped for the installation of a new line: (a) the Authority shall furnish all V6. Prior to initiation of work the contractor shall be responsible for acquiring all necessary VOOT land use PROJECT INFORMA TION EXISTING STORM SEWER --- � _ :_5� :I__..-- �- �-: _�: __ �� �:-._ w:-:�:.-=: P q 9 rY labor and materials to make the tap, (b) the developer/contractor must: (1) make application for the tap, (2) permits for any work on VDOT right-of-way, EXISTING FENCE LINE -.-.__ X __.- _._..___ X___..____-_._ ____.__. pay deposit (before work begins); (3) mark the location of the tap; (4) make final payment when the work is Owner Develop completed, V7, If required by the local VOOT Residency Office, a pre -construction conference must be arranged and held by Prosperity Properties, LLC Commonwealth Design & Build EXISTING DITCH LINE the engineer and/or developer with the attendance of the contractor, various County agencies, utility 521 Jefferson Street 1200 West Fairfax Street 7. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. companies, and VDOT prior to initiation of work. Winchester, VA 22601 Stephens City, VA 22655 EXISTING WATERLINE W/ TEE W --~�a-�-�-°-~��-�~�-�~-~••-°~ Phone - :7ontact Developer (540) 869-0309 8. Any water service line must have a double check -valve or PZ backflow prevention assembly, as required, V8. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined EXISTING FIRE HYDRANT r& EX. FH installed. The assembly is to meet ASSE Standard No. 1015 or 1013. If the assembly is mounted inside a length of time. VOOT will also require 48 hours notice for any inspection. Property Data Building Setbacks Per Code Propose ■ -_ building, a remote readout is required. Front: 35 36 O �. EXISTING WATER VALVE t �- ��` -µ-•-�~�----•-� 4��' ~- Tax Map Number 75-((A))-2L 9. All fire !Ines shall have a detector double-check valve backflow prevention assembly or a RPZ backflow V9. The contractor will be responsible for maintaining adequate access to the project from the adjacent public Address Prosperity Drive Left Side: I5' 15.7' N EXISTING REDUCER W - ���-- roadwaythrough construction and maintenance of a construction entrance in accordance with the Vir in Area 1.83996 acres Right Side: 35'(Buffer) 85' ao 0 prevention assembly as required. The assembly shall meet ASSE Standard No. 1048 or 1047. A remote g --'� readout is required. Erosion & Sediment Control Handbook, Sec 3, 02. Furthermore, access to other properties affected by this Existing Zoning B-3 Rear. 50 (Buffer) 54.8 It EXISTING TREE DRIP LINE project shall be maintained throughout construction. Proposed Zoning B-3 Existing Use Vacant Parking Setbacks Per Code Proposed C `�' ``' Front: 5' 39' p /� V10. Contractor shall ensure ade uate drains a is achieved and maintained on the site duringand at the end of Proposed Use Office/Storage 10, U PROPOSED FEATURES GENERAL NOTES q g Left Side: 5' 10 construction, Zoning Data Right Side: 10'(Buffer) 10, � C Rear. 25'(Buffer) 25' PROP EP 1, Permits must be issued from VOOT prior to an construction in a public right -of- V11. All water and sewer lines within existing or proposed VDOT right -of- are to have minimum 36" cover and Open Space Miniinum 25% M PROPOSED EDGE OF PAVEMENT p' y g y. g p p g y 7/oosed 37 Space Pro Open Spp.o when possible are to be installed under roadway drainage facilities. OpUse For Parking Unit Space per Sq. Ft CJ o PROPOSED EDGE OF GRAVEL PROP EG 2. The Manua/ on Uniform Traffic Control Devices (MUTCO) must be adhered to when working in a public right of way. F,A,R. Maximum 1.0 General Office: 7500 1 per 250 sf C 3. The contractor will remove all mud and debris from the public right of way that Is left by vehicles entering V12. Any unusual subsurface conditions encountered during the course of construction shall be immediately F.A.R. Proposed 0.21 Storage/Bays: 10 1 per Employee �� o N ro PROP, CURB &GUTTER brought to the attention of the engineer and VDOT. Work shall cease In that vicinity until an adequate Building Data Loading Space: 16,450 1 per 30,000 sf PROP CG- 6 and leaving the site. design can be determined by the engineer and approved by VDOT. � `. 4. Any damage to neighboring properties Including county roads and sidewalks caused by the development of Type of Construction Of -Metal o Proposed Use Office -Warehouse/Storage Total Parking Spaces Required 40 � � � y PROP. REVERSE CURB & GUTTER PROP CG-6R this site will be the responsibility of the developer, All damage must be repaired to original conditions. V13. All fill areas borrow materials and undercut areas shall be inspected and approved b VDOT Inspector prior P # of Handicap Spaces Required 2 '3 ) r 3 P PP Y P P Pro osed Area 13,200 + 3,250 sf to placement of fill. Where CBR testing is required, a VDOT Inspector shall be present to insure the sample Height Maximum 35 feet # of Loading Spaces Required 1 C � r v PROPOSED CONTOUR 50 5. A construction entrance must be installed in accordance with the Virginia Erosion and Sediment Control g P M o Handbook" Section 3.02. The contractor must maintain this access for the duration of the project. obtained is representative of the location when soil samples are submitted to private laboratories for testing. Height Prof. u ed 20 & 30 feet Total Parking Spaces Proposed 45 _J '" O The samples shall be clearly marked and labeled as belonging to a project, which will be accepted by VDOT, PROPOSED SPOT ELEVATION +50� and that testing shall be conducted according to all applicable VOOT standards, a # of Handicap Spaces Proposed 3 6, The contractor will be responsible for adequate and positive drainage of this site, 9 9Parklncp Lot Landscaping Data � PROP. 24" ADS 625' Perimeter Per Code Proposed # of Loading Spaces Proposed 7 PROPOSED STORM SEWER 7. The contractor will obtain a Land Disturbance Permit prior to any site work or construction, V14. All roadway fill, base, subsurface material, and backfill of utility/storm sewer trenches shall be compacted in y 1 Tree per .16 Sign Data 6" lifts to 95 % of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or 40 156 PROPOSED SANITARY SEWER S S S 8, All constructs . wl,! be done following the laws and guidelines set forth by OSHA and VOSH, minus 2 °u of optimum moisture for the full width of any dedicated street right-of-way. At the direction of a °? - '-° Sign Area Allowed 100 sf 1 Tree per 1 U-s, mac®s 4.4 5 Sign Area Proposed 1 DD sf PROPOSED TELEPHONE T T T 9, The contractor will notify engineer of record of any discrepancies between the approved plans and existing site VOOT Ins:F�ector, density tests performed by a qualified Independent agency shall be conducted as required In o o g p conditions. the V007" Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT Percentage or" C cen 5961 6.8 /o Area in Parking; Lot 1,Sign Height Proposed 585 sf 2160 sf Sign Height Allowed 35 feet 35 feet i PROPOSED ELECTRIC approval. n Pro 10. The developer is responsible for the relocation of any utilities required by this site plan. Trees mutt be deciduous and 2" in caliper g p � Il` PROPOSED GAS LINE 11, All Erosion and Sediment Control devices shown on this site plan shall be Installed prior to construction, V15. VOOT Standard CD and LID underdrains shall be installed where indicated on these plans and further where at time of planting. � PROPOSED WATER LINE determined necessary by VDOT Inspector. ./ 12. All controlled fill must be compacted to a minimum of 95 %density following Method 'A' of the Standard (IontaCt Numbers eats aP'](9 >I nat(, res PROPOSED WATER METER m 1 "WM Proctor ASTM-D698, AASHTO-T99, or VTM-1 as applicable. Any fill placed under buildings, structures, or V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT pavement must be inspected and approved by a professional soils engineer. A geotechnical report supersedes minimum design standards and is the developer's responsibility. V PROPOSED FIRE HYDRANT D& PROP. FH this note if provided. Engineering Firm: F OF LTH Op J V17, Prior to acceptance b VDOT of an streets an required street si na a and/or pavement markings must be Montgomery & Associates (540) 869-0308 V �cP V 13, The contractor is responsible for contacting MISS UTILITY prior to any site work, All utilities shown on this plan P Y Y a are approximate locations and not all utilities may be shown. installed by the developer or, at VDOT's discretion, by VDOT on anacccount receivable basis. Stop signs shall Surveying Firm: rc� Nv fC� \ Q COMMON LABELS & FEATURES be thitt 30 inches tall with high intensitysheeting, The bottom of the sign shall be six 6 feet above the GreyWolfe, Inc:. (540) 545-7823 2 Q• 14. The contractor will contain all litter and debris on -site. The work must be left In an order/ manner at the end edge of pavement and the post shall be a minimum of four 4 feet from the edge of pavement. Sin posts Zoning Enforcement: BE NJ MIN C. v Y g ! P () 9 P 9 P GARY , BATES �l! r�r� PROPERTY LINE OF PROJECT of each workday, shall be of a type found in VOOT's approved list. A copy of this list may be obtained from the district Department of Planning (540) 665-5651 -v MOiNTGOMERY N0, 02 31 ~ v 1 ti : section. Contact the local VDOT Residency Office with any questions regarding sign material and placement. Site Inspections: No. 030342 ev v� 15. An approved set of site plans must be on -site during the construction process. De Department of Ins ections 540 665-5650 O �� r a/ d 1 (� W p NEIGHBORING PROPERTY LINES P P ( ) .� I 1 , V18. The developer must provide to the local VDOT Office a list of al/ material sources prior to construction. Erosion and Sediment Control: CN �,9 0� W s EASEMENT LINE 16. The contractor will notify all utility companies prior to excavation within easements. Copies of all invoices for materials within any dedicated street right-of-way must be provided to the local Department of Public Works (540) 665-5643 S jONA` �p SUP,\j CZ O ti d 17. The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty VDOT Residency Office prior to acceptance of that work. Unit and total prices may be obscured. Sanitary Sewer and Water: _ Z` PROPERTY CORNER FOUND days. Fred. Co. Sanitation Author! C ty (540) 869-1061 O � � VI 9. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. Telephone: Verizon (301) 954-6282 .K �- � C� O PARKING SPACE TOTALS 12 THESE (PLANS ARE IN CONFORMANCE WITH COUNTY OF > � Ie Q v -T T Density will be determined using the density control strip as specified in VDOT's "Road and Bridge Electric: Alleghany Power (800) 654-3317 FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION DEPARTMENT OF INSPECTION N GENERAL NOTES Specifications" (Section 304) and VTM-10. A certified compaction technician shall perform these tests. A Gas: Shenandoah Gas Co. (540) 869-1111 OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ADA HANDICAP PARKING STALL 'J W Ccertified copy of the test results shall be provided to the Residency Office. In addition to checking stone MISS UTILITY: 1-800-257-7777 ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION, � W -� depths, a VDOT Inspector shall be notified and given opportunity to be present during the construction and ti v W SIGNS 1, Building(s) must comply with the Virginia Uniform Statewide Building Code Sections 304 (Business) & 311 � ®� � (Storage) and the BOLA National Building Code/1996. Other codes that apply are CABO A117.1-92 Accessibility testing of the density control strip, ®/�i/� �jLpnera/ Notes V SANITARY MANHOLE IDENTIFIER O and the Usable Building &Facilities. U) V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's "Road and Bridge Maximum 1. Exterior lighting will be provided b wall- 2, The requirements in BOCA mandate either a fire wall (Section 707) or a fire suppression system if height and g g p y pack (n 1 Specifications (Section 315) and VTM-76. A certified compaction technician shall perform these tests. A Environmental Existin Disturbance Pro Proposed l/ STORM DRAIN STRUCTURE IDENTIFIER area llmitaticns are exceeded for thetype of construction under Table 503 of BOLA. 9 P lights attached to the building & lightpo/es. certified copy of the test results shall be provided to the Residency Office. A VDOT Inspector shall be notified Features Acreage Allowed Disturbance 2. All lights will be shielded or directed to prevent LIGHT POLES 3, A design profbssional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for and given the opportunity to be present during the construction and testing of the control strip, o o glare on neighboring properties. CX L building permits. Plans must show all ingress/egress locations to the exterior per CABO 117.1-92 and meet Floodplain 0 acres 0% 0 /0 3. Outdoor trash receptacles will be in an enclosed Q, requirements of Chapter 17 of BOCA. Lakes & Ponds 0 acres 0% 0% V21. Approval of this plan shall expire three (3) years from the date of the approval letter. six (6) foot fence, LOCATION OF TEST PITS 4. Maximum slope across handicap parking stalls shall not exceed 2 %. Wetlands >1AC 0 acres 0% 0% 4.. This project will not disturb any environmental Sinkholes 0 acres 0% 0% features as defined by the Frederick County FIRE MARSHALL GENE L NOTES TRIP GENERA TI®N DATA Natural S. W. D acres 10% D% . Zoning Ordinance. Retention Areas 5,: The owner will be responsible for obtaining or Y 0 0 o /o granting easements shown on this plan. EROSION &SEDIMENT CONTROL FEATURES Steep Slopes >15 /0 0 acres 25 /0 0 cn 0 6. Easements will be recorded and copies sent to the w 1. An inspection by the Fire Marshall's office will determine where curbing must be painted yellow. Woodlands 0 acres 25% 0% u parties Involved. Z z U INLET PROTECTION ® 1p 2. "No Parking - Fire Lane" signs will be placed on the site by the Fire Marshall's direction. T.. All utilities that will service this site must be 3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall, placed underground. '� DATA TAKEN FROM THE L T. E. MANUAL 6'th EDITION �nCL OUTLET PROTECTION ®Op 4. Burning brush pi/es of natural vegetation requires a permit, Burning construction debris is prohibited. j w °� 5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed. BUSINESS PARK (CLASS %%O) 12.76 PER 1,000 Sf X 16,450 sf = 211 1/PD'S APPROVALS > u CHECKDAM ® CD LL RESPONSIBLE LAND DISTURBER a DIVERSION DIKE DDJ A LU LU L-2 IL03 SILT FENCE W/ WIRE SUPPORT WF NAME: Frederick County Zoning Administrator Date W o 0 LANDSCAPING NOTES M SILT FENCE W/O WIRE SUPPORT SF CERTIFICATION #: 0 1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations 1, Site Plan approval from VOOT will expire three (3) years from the date of the approval letter. LO and utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities. 2. Frederick County Zoning Administrator approval expires at ifive (5) years from the date of site plan approval. � SEDIMENT TRAP ST EXP, DATE 2. Trees and shrubs shall be healthy and free of Insect eggs, larvae, and disease. The plants shall have ample roots 3. The Frederick County Sanitation Authority approval is valid for two years from date of approval. If construction is DATE: JANUARY 1, 2003 1. The Responsible Land Disturber is that art responsible for carrying out the land disturbing activity as set forth in and be well branched. The planter shall guarantee all plants for one year, not in progress at the end of this period, Authority approval shall be void. P party P rY 9 9 Y P 9 P Y SCALE: N/A the plans. 4. The Frederick County Department of Public Works approvalf is not enough to begin site development. The 2. Note: An on -site re -construction meeting is required with the Owner Site Contractor Public Works & Designer 3. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided owner/contractor must obtain a Land Disturbance Permit and agree to perfodlc Inspections. shall be void. CONSTRUCTION ENTRANCE CE P g q 9 5. The Frederick County Department of Inspections approval does not constitute a building permit. Building plans FILE N0. 0080 prior to commencing any site work. to the owner. must be submitted and approved prior to constructing any structure. Furthermore, the site must meet all ADA 3. The contractor will possess a Land Disturbance Permit prior to any site work or construction. 4. Plant substitutions will be allowed with the approval of the owner and the Frederick County Planning Department. requirements and be approved by Inspections. SHEET 1 OF 4 Prune out any dead or broken branches, remove all tags, labels, strings, 3' MIN. 12:1 •- 12:1 3' MIN. wires, etc. from plan. t�j CG-6 CG-6 LL! - z QC N J W ( Tree plantings oind Fence along the B2/B3 Zoning Lines must be installed per the recorded shared buffer agreements recorded at 0J0005535, 030008171, & 030008172.09 • U O =L N Prune codominant leaders•..- DO NOT purne terminal 2-3" tips o j Z mulch leader or branch Set to of root ball 2-3' Saucer J equal to or 1-2" Prune rubbing or '—'�- Q I Q, W � o Q Z � N k U I 75A-(,l 3-41A t )� VANCO, LLG UA o 4 f) 6 0 above grade, cross branches � � V N �I �j C o I o % / DB 969, PG 1 797 ZONEO: B-2 TREE - PIN OAK &IOR RED MAPLE - 65 PROPOSEDLQ (21 FOR PARKING & 44 FOR BUFFER) ZZ9-• o V Remove container, use f .''.,.• sharpblade to make2 ' C:: ' } •''" four 1 4 =1 " cuts the '�; Y; '• ,i;:,, / ng/ss narrow sp uts le th of ball and cut a O V � W � � � oo � W U � C�� '`°• \ " L 5% \ � \ / , \ %' IRE USE: MINI -STORAGE OTHER (DECIDUOUS SPECIES MAY BE SUBSTITUTED WITH APPROVAL OF FRED. CO. DEPT OF PLANNING `y O 1" X on bottom of loosen compacted r Prune broken branches roots.Remove tags and labels NOTES: \ / _ i ! ,-I ��� i 'T� �� "-js : \ L� I � �/ , TREE - LEYLAND CYPRESS - 60 PROPOSED 1. H C SPACES MAY NOT EXCEED A 2Z SLOPE. CONTAINER GROWN SHRUB / .'si ilL J 1 1.9 \ u� fPrune suckers 2. RAMP BUILT TO VOOT CG-12 STANDARDS. 30.0' \ a C'� j Z (32 TREES AT 4 TALL AT TIME OF PLANTING ALONG THE 6' FENCE) • a, a) �' 1N° o Prune out any dead Cut away all balling ropes / 2"-3" mulch kept J. WHITE STRIPING SHOULD BE 3" WIDE. 4. H C SIGNS TO BE SET 3' BEHIND SIDEWALK or broken branches. Remove top of wire basket away from trunk / �— Remove a// tags, labels, OR MOUNTED TO BUILDING IF POSSIBLE. 35. D @ 29., �r / \ /r c \ (v (28 TREES AT 6 TALL AT TIME OF PLANTING ALONG VANCO PROPERTY) Z a > Soil well to strings, wires, etc. from \ \ plant. M contain water : * :.r z.• .. ,•. ,. ,f,.;;,,�;,,.., R�-s ruNaaP � i•1' P1ARK1NG18 1 ' -� � n \ \ \ ENTRANCE PROFILE ' ' / � t • �0 O o o SHRUB -BOXWOOD - 7 PROPOSED �- +� O E U E C � 2-3" mulch i ,• Backfill soil Set fop of root boll a+'y . • ` PARKING 2-3" Saucer equal to or 1-2" t (� ' ° • , MAY BE PLACED • . �- above grade. V. .'..' Partially bockfill, o> A� l �L �u3TM THE. ` '/ j l �C� / l / 1 / I W L� O ♦` (HEADLIGHT SCREENING) o N r v d --0 (/) U • , water to settle I REQUIRED0 I / / W 11, +` m ! W W „'1�/ya , IF REQUIRED AAMOA4TE a.. Widen and score —� — soil, finish THE ADD1noNAl „i.. 11 7 .AAt holes In wall + backfilling \ LINES x';} � ! / 1 / /, /\h /� .� I / / ? ,Z W W LANDS GAPING IN FRONT OF BUILDINGS y •y Remove rope & burlap VAN Area for water Y� f:ti`c�•�; from root bald. Remove container and drainage (PipeACOMBLE !l t / v I / J cut circling roots if , or file could REQUIRED +' �•>,• • •�::�+� container- rown, or ! be installed EFFECINE 9 PENALLY s100-500 / JULY 1, 1998 as much burlap as Leave solid soil pedestal - do not low-aw�r zonf Di hole 2-3 times possible if field -grown P r I dig deeper than ball dgpth / nG� / / l I / ! / / / / / ` I �o 1 W M 2" OF SM-2A 9 10 i width of root ball. / / r l / / f / / l / / �` "J Q 0 6 OF 21-B COMPACTED Dig hole 2-3 times root ¢rail width BALL & BURLAP SHRUB / PARKING SURFACE // / I / TO 95� DENSITY wNEa s1nP TREE PLANTING DETAIL � � (IF REQUIRED) H�IVDICAP PADRKIN�G�SIGN DETAIL DETAIL hO / ` � / / `\ / SUBGRADE FREE OF ORGANICSILLJ SHRUB PLANTING (NOT TO/ SCALE) / / � ems � / 56 56 / / / / / o Z y \��\// & COMPACTED TO 95q DENSITY (NOT TO SCALE) r' !, � N I� _�1j / ---L3' MAN DOOR AT GRADE ' l I 1 W TYPICAL PAVEMENT c Z N $ IN P` r 7-ADA ACCESSfOLE SPACE REP'D j l f SEAT/ON UNDER THE PARKING SPACES O V) fn PHASE } N I STORAGE/SHED 1 � � I I � h `r � ) / O (> 1.5" OF SM-2A . PORTION r�F • ,�- / / i / / + FF = 7757.25 % ; I ' /56 r 3 OF BM-2 �� C �- 75 - ((A � - 20 RT&T P RTNERSH.P f' / / / ; " / 4 I 2 , 5 / ►� / i 51 1 Od 0 M 03 F62, PG 458 �- _ ! /'OP�iED: B-3 5a S 1 15 t ' f r/ i l / 53 1� , ' , % ,/ , ! /� i 8 OF 21-B COMPACTED Od TO 959 DENSITY C >, $ N o N m \\ / USE. VACANT 56�+ \� SUBGRADE FREE OF ORGANICS � 53 t } 56s 1 / \ & COMPACTED TO 957 DENSITY `, ` TYPICAL PAVEMENT SECTION DRIVE o '� v 4ca \ \ \ �\ / / \ ( `�--"•. l f - 7 + ' `� �'"`• 1 UNDER ENTRANCE, AISLES, AND LOADING AREAS \ s -.....r< , 7-5 , 57� ! 573 ' i 55� I 1$ I (I f {{ l " •.,,' �\ S >>�,p\ \ \ \ \ ' , (/ / / / / ! �o 4 OF 3000 PSI CONCRETE W/ FIBER 4" OF 21-B COMPACTED AM- ' -/ 57� .IG� \% �, J 1; DELIVERY AND LOADING AREA I f `� t TO 95% DENSITY lI 0�� 1 \ 0/ ! \ I'. SUBGRADE FREE OF ORGANICS f ,✓ / �o� \ _._ _.._ _ 1` ! i.a \/ ' OAR ' \ \ - 759 \ & COMPACTED TO 95q' DENSITY riG .s T , � `� '\ LOADING SPACE \ \• SSI.'h' 3 i /%'�/ l \ 59-5 \ �., \ _ -- ---- - - -- -_ 59� 4' TURN -DOWN SIDEWALK WITp APRON -TYPICAL 59 _ ``" , 59 \ � TYPICAL SIDEWALK SECTION ,� : �r�;� 8 " OF 3000 PS/ CONCRETE W/ ' ; WOVEN WIRE REINFORCEMENT15 �+ '• "o`.' 'o o5.'� b 22O,:.am. ......• �.��. 0WV 92 `\ \ \ 0 0 [ o o . a; ; . Q ©: _. o _ `{ ' } e . - . I. o :.: \ \, t_Y i -- !' . i... , i..�, TS .. "�.'.".'.'Z'...-=}.'-.' _ ! �, \ - _ _ - X ` +----'"' — -- J — Ct 1 \ ... ( ... < `- - "-- .....' N.. N.. ". ; \ � IRF 7 5A-ii6��-4-41 VAr`�co, LLc 8„ OF 21-B COMPACTED ° 1° TO 9590 DENSITY W bVi \ o , PHASE 1 j ..j....:....:..�l'..__\� 7,500 sf OFFICE (TOTAL) 5,,11 sf STOPAGE/WMEHO SE (TD�AL) } \ b \ ! I.. \ DB 959 G 1797 ZO/VED: 5-2 USE: ;Ui(�Ir-STORAGE / �j\/ SUBGRADE FREE OF ORGANICS / \ & COMPACTED TO 959 DENSITY C +� c O j\��, 1 0 , .: { \......::.. .:........ ............i \ _ II ` \ N\��, a - GENERAL OFFICE ii ............ `. \ Fl ( \ °ss.� \ i '� \ WAREHOUSE/STORAG ti (... , ;�. \ I \ �\ 1 `, I 13,200 sf _f I ,'........._ ;...'"�~;' ;...:...r_ f _1 \ 2 25' �` ! f ( I f I TYPICAL DUMPSTER SECTION W G � O a O S , w Z �A o`� II FF = 760.00' o 1 HT=20 I I , w_ ' .-1 ��' '_ 'L_ �'_' \ +! I 0 v v - _�' :J __._ _.' _ ` { I j , W 11 \ i \ x Seeding Scheduhe (per section 3.32 of VESH) Q J VDOT ENTRANCE NOTES: j \\ �+ \ 1 SUITE A SUITE B 1fl / SUITE C SUITE C SUITE D SUITE E SUITE F SUITE G SUITE H ! i, , 56s \ \ \ 1.) Topsoil will be spread at a minimum depth of 4". 2.) Pulverized agricultural limestone will be incorporated into W w U W— \ —i—a -� .-, INSTALL ,, ,, W W W �' 56� ! i—� a . �-. i—i s�--. w �' '. y. W-; F.- ` the soil at a rate of 92 Ibs per 1000 square feet (2 tons per01) fv' s-y• r . - .-:- - W W W W W W W "' W W W •� W W J' W W W •Y W J• �' W .Y W •Y W W' ENTRANCE PER CG 11 63�'6259 �" Cd '" I WCDCD C`0 G�Oy Cl " CO SPECIFICATIONS. ,� y , , „, • .t °, .: ti ' , , ., ��' , ,, „ ' , a �•, , , ,', \ ` ` ° �� ° ' '' '' �' ' ° ' \ \ \ �� x acre). 3.) Fertilize with 10-10-10 at a rate of 23 Ibs per 1000 W ~ "� U �L m 2) INSTALL CG-12 RAMPS IF i , 1, 4 _ '' DIRECTED BY VDOT FIELD INSPECTOR. I '` \ ` 59 ' 59.6 4' T+IRN- OWN IDEWA ICAL 59Z Sg1 594 594 1 \ 1 �^ ,' 9 3) CURB AND GUTTER FORMS MUST m / �• �.� \ ; square feet 1000 Ibs per acre q ( P )• 4.) Seed mix will consist of 75 % Kentucky 31 Tall Fescue, 10 V) (� BE CHECKED BY VDOT FIELD 1 >w cc l ,, z , %D Annual Rye, 10 % Foxtail Millet, and 5 % Red Clover at 200 Ibs per acre, W INSPECTOR PRIOR TO POURING I I� t a' h CONCRETE FOR GRADE. I �, �' 624 59-0 \ 20 1 58z j,, ::,;`, `':, ;:; .,. �,I 1 o I' W r\ ��x 5.) Straw mulch will be applied to all seeded areas at the rate of3500 Ibs per acre and anchored with cutback, or Q. 62.8' i 1 y ! 759 59 DOT -SHADED AREA_� emulsified asphalt applied at a rate of 200 gallons per acre. ! co Ln I III I ii c="i, 0 1 ti N PORTION OF i` ( 1 obi N } to a 59 f u� I \ V. 3._ 758 i DENO�S A PROP. a ` 23 a 757 58 �S`'� , W L ESMT -�� i `:.. ' ` ' � QIl L-' .'.` cV Z :.. 1 DUMPSTER PAbt �:'`::: ,; -1:::' t;, W 6 HIGH :::':;'::.,,-1 :;; c_,; .,, } SPGIT-FACE ��, } \ �` + � � o -- m -. Lighting General Notes: 1. Proposed Lights +for this project are Hubbell RCSA-400ST a s or lent. (400 Watt) Light equivalent. � N Y � _ _ w _ 75-((A -2i ! 1 --= a �„ j _.. �. o� ____�•� �) 1 =1 r z o I • ^� 760 CR'DER & SHOCKEY, INC of VVV 1 o �` �- _ _ - ___ _ - _ ,-__1.__ ,:.:;: _ ___� _ ..:_ QJ:,; BLO WALL 5 ACTNE BUFFER Z � _..__ o _.__ 2. Lighting must be installed so as not to produce glare onto z U I I I 2 / *o:',.:::,:; neighbors and rmadwa g y� w %NSTR. G00001335 :..• jj ' I 1 i ZONED: B- 3 �l D0 --SHADED AREA ! fi TA -,�: Q114 (D CO USE: AUTO REPAIR ` ' DEMOT S A PROP. II lR,;.;:.: y- ` 1'1N o WIL ESA f f O :4�r' ICI v s 24 rWER IYA, L ASE Er 11 O o r E n . - -- -- - - - - - __ - �_ ._ --- 2.5'" FCt?CE Al,, . __�- _ �j r VAL VE ! , > w 06 a U als and Signatures TAPER PROFILEc0 3 s v s s �--- s --- S s L NTH OF �cP �r �cP l�l II I+ it I EX.-LVERAL._162.6' ` °� `'NEST \ IAMC7 UFfER 59 1 I� tI f 10 DEEP PITS ! 63 E �- E E E W - f I _. '� EO + X _ " X X - �P x x `'� VAC'./E - IRF „� W / 11 a > wU LU a LU W N W REMO E EX. 8 63! • IR bVV BY FCS4e . PIPE ABANDO WV % i GA VALVE W 0 0 0 ;� t i , rs---S__ _S_ __!__s f! \ 5' ' - 0 ., ,y. L \ \ \ _ SEWER & WATER EASEVENT \ SHARED BUFFER AGREEMENT M - `�`" tN- ' \ \ ! \ � `�'"` I\ cr C,r ) 2 B E NJAM I N C. v GARW R, OATES MONTGOMERY `,° _�_ _ -__-__ _ __ _ _ _______ _ __ __�_ W n v N W o o I �j 1 , i I ('~ - __ __ _� __ _ _,� _` --- __ --15' ACTIVE BUFFER _ INST 030005535 8"X6" WET _._ `— PORTION OF `.. �I�( No.030342 <v No. 002331 7p� 1� -S /6 /G Q cM•, v =n z p " I f } T Lu >c Q ,, "� ro w V / - `` cos I ,� (I lNA; E , Q� c o CAS VALVE I ! �t S, Ui -_ -._ - - - - - TAP BY FCSA - 762 - 6 OPAQUE WOOD FENCE 75 - iC���-� -- - �- -. _ SEE DETAIL ON SHEET 4 RT&T�PARTI IERSHIP S j0 V NAI SUR DATE: JANUARY 1, 2003 f, j Tt� ! i i i� I I / !(_ZOL,_D: _ _ 763 DB o 6 c, PG 4 68 3-2 I SCALE: - 12 OF 21 B-� -- s'.2' 1 r r , 12.0 3.5 i / + I 1 USE. VACANT _ _ /64 - I 20' D' 20' THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE FILE NO. 0080 2'-7"(CG-6) I I (� _ GRAPHIC SCALE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION, SHEET 2 OF 4 i _ EROSION & SEDIMENT CONTROL STANDARDS 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 30 days, Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures, The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. 3, A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover Is achieved that is uniform, mature enough to survive and will inhibit erosion. 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upstream land disturbance takes place. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6.Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin, a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres, b,Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin during a twenty-five year storm of 24-hour duration, Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. 7.Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing .measures until the problem is corrected. 8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11,Before newly constructed stormwater conveyance channels or pipes are made operations., adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. 12, When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures /f armored by nonerodible cover materials. 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. 14, All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. 15, The bed and banks of a water course shall be stabilized immediately after work in the watercourse is completed, 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: a. No more than 500 linear feet of trench may be opened at one time. b. Excavated material shall be placed on the uphill side of trenches. c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off -site property. d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization, e, Restabilization shall be accomplished in accordance with these regulations. f.Applicable safety regulations shall be complied with. 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transported onto a paved or transport of sediment by vehicular tracking onto the paved surface. Where sediment is trans p p public road surface, the road surface shall be cleaned thoroughly at the end of each day, Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well as to larger land -disturbing activities. 18,A/l temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate ofstormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria: PA VEMEN7' (STD. CG-2) CURBING 756 755 754 753 752 751 750 749 748 EROSION & SEDIMENT CONTROL NARRATIVE Project Description This site is located in the Kernstown Business Park on the north side of Prosperity Drive, The purpose of this development for the construction of 16,450 sq. ft. of buildings to be used for offices and storage. This development also has parking and drive aisles for access. Existing Site Conditions The lot is a vacant field with poor drainage. The ground cover is grass with some brush along the perimeter. Adiacent Parcels The areas to the east and west are vacant lots like this one. The northern parcel is a a mini -storage facility currently under construction with erosion and sediment control devices in place, Soils The soils types determined from the USDA's "Soils Survey of Frederick County, VA" shows Carbo-Oaklet rocky silt loams classified as #6C. This soil is predominately yellowish brown silt loams over bedrock and offers 'severe' erosion hazards, Topsoil on this site appears to be 9" thick with several rock outcroppings, Erosion Control Proaram • Install construction entrance with wash rack • Install diversion dikes • Install sediment trap • Install ditches with check dams • Install culvert outlet protection • Grade site and seed all exposed surfaces immediately upon reaching final grade General Erosion and Sediment Control Notes (VESH Table 6-1) indicated, all vegetative ES 1. Unless otherwise and structural erosion and sediment control practices will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations 4VACSO-30 Erosion and Sediment Control Regulations. ES-2. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. ES-3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing, 1DD l PORTION,0 r 75-((A.?)-20con 4T&7 P �DBVG 468 / I USE., VACANT / % F ( ! 7 3 ��pGS Rol / `� \ \ `- \ '�� �`°�,,�, `\ \•�. °yam ;t�FN'/ GD'' r `�.,,, 75 � ._. _... � � y RlM_77d0 t \\ \ g�/ / \ £ ♦i, \ \!!lV-751.��`..........'�' nI I I 75A-((6))-8-47A VANCO, LLC DB 969, PG 1797 z,�ED: as-2 USE: "WINI-STORAGE N X ...... ... '—.Y= t `':.. ti ' \ \ { Ay ,�. , CD t. .. y. \�� k 75A- 6 . , ... \ (( ))-8-41 ..,, 1•_ �, _ UANCO, LLG D8 969, PG 1797 6 ✓, \o .','..'.'.'.'.'.'.'. �.. ZONED: 8-2 \ USE: rVfiN1-ST0RA6E ES-4. A copy of the approved erosion and sediment control plan shall be \�, `; \ , (,,_ ... L_ _ ` f maintained on the site at all times. ES-5. Prior to commencing land disturbing activities in areas other than ; �to' indicated on these plans (including, but limited to, off -site borrow or waste j �k \ i ;. ',, areas the contractor shall submit a, supplementary erosion control plan to the y owner for review and approval by the plan approving authority. �\ ES-6. The contractor Is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined / ; v:.:c: Ga ........ II I by the plan approving authority. ; I' 758 ES-7. All disturbed areas are to drained to approved sediment control measures OF f q 1 6t' i CE -21 at all times during land disturbing activities and during site development until Y, /NC of WV final stabilization is achieved. 017,35 REPAl,4 `` dy I • \_ o # 1 ES-8. During dewatering operations, water will be pumped into an approved filtering device,�- d �5 h I� 12 r • ��� E —'B --- ' — £ E — f E -- E T- E E ES-9. The contractor shall inspect all erosion control measures periodically and ; i Ifl �, r after each runoff -producing rainfall event. Any necessary repairs or cleanup to , it ! ` a t --5`"' --� w� maintain the effectiveness of the erosion control devices shall be made immediately. d+s _ �r---_ cu-'�-- res-7_ II \ �• _ 1 j I ;I -• - PORTION OF Frederick County Note. - The Public Works and Engineering Department will retain the right to add to or CAS VALVE I i 1 { it - -- •- _. _ RT8 62, PARTNERSHIP - -• � I i i / ' •- ..- __ � _. DB 662, PG 468 modify these erosion and sediment control measures during the construction i ' i { i %°� - -- - .- ZO D: 8-2 process, within reason, to ensure adequate protection to the public and { I { i USE.-uA�a.T environment. ! ° i i { I { I ' -" _ - ~ - rs� 30' 0' 30' I 1 C _9SPILL EST � 754.5' AY_=�54.0__r- �� 4 100 YR ' 753.6 TOP= 75 M. 7 ; 10 = Y11 = 753.30' 4 YR., 7---5-3.07' _-�F IN /=751i2' j 121 RCP @ I P O __ UR 1 N�RE f`' P b BA,>� I CE # 0 REB ANCHQR R THROUGH_ CQ i I B EOM--749.71' i THE WIT�, DIA!�tW STROCTURE - A DI & I 1 TO- INLET IS A AND ON TINE 48" C�NCRE � BASE; e OP PREC_ OSlTE � E RISER ST A SIDE 12" OF I TH OPENING T I AT R$CEI VES THE 12 " R t P. 0 10 20 30 765 760 755 750 745 3 — { Q j I 6" CL-52 { UCTILE iRO s I ,Z 1 ; Ji aO,l I Q I _1 � �u OHO N O ac i 0 50 100 WA TERLINE PROFILE 765 1 765 760 1 760 755 1 755 750 1 750 745 1 745 { T i I � I 115' _ f I i � O ^ � Locy i I W O 765 760 755 750 745 GRAPHIC SCALE Is and Signatures ENJAM N C. y ONTGOMERY �O No. 030342 2S1ONAL 7 H OF GARY OATES No. 02 31 S l� 03 `��° so� u 0 50 100 150 THESE PLANS ARE .IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION STORM SEWER PROFILE OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION, ■ I U 0) O " N o CD 0 U -0 Roo C cep c N N o O (1).`I� Q � @@ U7 j � � L (n C ti Z C Q) N �,am o .r _J o C 3 Q� (� w O U U 0 � m a a woZ5 LU W LU LL w w a a. > j � � DATE: JANUARY 1, 2003 SCALE: 1" = 30' TYPICAL INSTALLATION OF LIGHTPOLES BEHIND CURB & GUTTER STORMWA TER POND STRUCTURE PROFILE FILE NO, 0080 SHEET 3 OF 4 "r O LL grade trench OU N minimum 1-6• minimum+ I t0 trench width a 5,,,} M , as required general backfill ' c'' • 4 W , } c0 CD general backfill 9 form board (typ sti,, ,, .. :p machine excavation limit METER BOX and COVER , {g UJ 1 M 00 (see note) !%, . ,y . . Yvm'i4r i(i{y}k r iris}:' } (see note) 8' dla. schedule 401 steel Vt i ..r pipe filled with comcrete °t;''f3 ' ; �S„"r;;iY ;+'')wY 'E,SS :;•wr , , ;", METER SIZE METER BOX METER BOX COVER and painted yyellow 'B" ,.. '' rrv.5' y)y ;i$;:4Yin,bii:;iif. v..55q�w:,w,rnvn rin r 'f; J "' ;• z�nb o. :y"•3;�yr O.D. yr .,:... .A ; .'.: Non Traffic M32GPW 1 +;5 r S 8 ;; s; ••ti r,...•.,. } . Y};NHS ••'�;....••�,£•r "`•�;� 5/8"x314" or 3/4" 18 in. Dia. . ,' ��f:n+y, Traffic A32HH T 4 2 n' r w.M w 5 . gate valve , gate valve 9 1" 24 In. Dia Traffic MC-30 Frame )WITH RML-12•T� o Lid %!,• :,�, 5 ��b o M f 5 SI.S l�' �t nN1tI! AY .. r.AyW I�I�VA concrete Y '' trench bottom Non -Traffic MG30 Frame WITH RML-1-T o Lid t (24'se select backfill (24'se select backfill undisturbed earth stone beddin ;.+. }N;;r N{t< (see note) (see note) &boxes &box (Frame) (Top ) . •. , c :w, : r 18" die. TYPICAL SECTION TEE, WYE OR PLUG concrete ad concrete .• •: + encasememt •l'� • `�h 6 t�j p cA r• .. , t; x treated 2N 4' with )' r l= 8" g• In lieu of wood forming the fitting may be wrapped with denotes hand excavation 1'-6' sq. x 6° deep aVLrl't r O O.D. O D polyethylene, and the concrete poured to completely surround "D" = 12" min. for 10" and smaller pipe tops" painted blue N U 112 O.D. tthhIs fitting and against undisturbed soil. The bearing dimensions •D" = 18" min. for 12" thru 20' pipe concrete CV against undisturbed soli shall remain as shown. see chart below for A, B. C dimensions. meter cover thrust block e, y� Q cri set2'above BOLLARD DETAIL �•tr c9 C +6' minimum fin. grade prior .; , , � ;� N CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS varies as required to sodding 18, % ' stone Pipe Plugs, Wyss & 11 1/4° and 22 1/2° 45° and 90° "P 1 N c stone PI ^ Dia. Tees Bends Bends °P a �tl O t c}. ar rr o) corporation c 4' stone ;�; I x Xt j� C A B C A B C A B C ' stop 18'-21" meter byF.C.SA. .'wa 0v� �y a1 E r,, P 3' stone bedding meter box direction of setting to be <approved prior to installation pp O STANDARD CONCRETE ARCH 6" 1'-0" 0'-9" 11-0" 9-91 0'-9• 0'-9' 1'-3" 0'-9" 1'-9' • r.;,; •� ,.,�+ surrounding box screw type 8" 11-3" 0'-9" 1'-3" 0'-9' 0'-9" 0'-7 1'-W Ui 2'1 su ti "'" I I ad ustable valve box ' ` N 10, 1'-W 0'-9' V-6' 11-0' 0'-9" 1'1 1'-9" 01 T-8' ` •' angle check valve j 36"min, V 1 T general backfill 12" V-9" V-0" 2'-6" V-T 1'-W V-6" 2'-V II-V 3'-0° 1" 36' min. 11 with drain valve 9 general backfill 14" 2'-W 1'-0" V-0" 1'-3' V-0- V-6` 2-6" To. 4' O' 8' min, `angle oke I bai Y as required concrete d 1'•8" s x B'deep (see note) (see note 16" 2'•3' V-W 3'-6" i' 6" 1'-0" 2'-0° 2.9` 1'-0' 4' 6' 1 valve location marker Pa q• P ..,fiilif •:5i •nymv.'ribX�ii r;.r.'}`x;.}:':y:;v.. •:1:}g%�}vS?XSv?f, py 3, i.;" f•. r "XRrr:;:•:)9: A • ;;, .f j;y;", ;y;;;}.,ylr 16" 2'1 Vi 3'-9' 11-6' V-3" 2'-Ox -0" V-3" 479' stone valvem alu type Kcopper-1° e9 99ed 20" 2' 9' 11-& 4'-0" Vi 1'-8" 2'-0' 3'1 11-6' 5'-0` A'o nfr Y^;;,:•{SAY;" 3%it }O.D. $v„ t5 tubing, corlUnuous $Ma:x;•;i?O.D. ,,"•. ;;„yyx., without joints from megalugs to main 2° min. - 6` max. 8, N .. .. 8° 8 ,:.. •, ...... main to meter 2 tt. ,, ,s,,,, ° - ;rr; ; ;? B' P t,rt;t;£ x °£ss i ti: "' r •'"""'Y'vmp Sn vr. X.F., ,� �'�� 11 1/4 THRU 90° BENDS water main 6' stone bedding „i•2• _ -Meg .5•}i;:•. hx;r .l?"n''x:?,:`.,.;:3:?r• <; >' s'i• 24' select backfill 24" select backMETER SETTING PARTS ` fill �' _` £ � 4"stone (see note) (see note) line meter yoke angle yoke angle check expansion t S ,' tit• £ £ screw type ll siz galv.rods over fittings and size e ball valve valve wheel 4'.:'•r+ _ •t embedded In concrete thrust blocks. curb & gutter '�•r's • 's'•' • i ' ,,,w; iadjustable HHOASI-323-TV °°° °° valvebox ' S02 BA94-224W EG23 , ft• t£ ;t £ ,:. T £ 2 ,;.•, :h•� £'•'' 8• ; 1" 5/8"x3/4" £ ° i i •�' £ i ''� '+ �''1 " t:r. ' ?• £ i £'s'£' v °s = valve box stone `'' t & C84-34 Street a,t, ,i s£(£ ;t,I i£';a,°: ,s£i £ s: F�,i),^ • :; es ,t, a •_£ ££ ,sit i ; r ;'i ' t stone stone to be minimum 6" ;.1' 6" 1" 3/4` 503 BA91.323W & HHCA91-323-TV E -23 ;r.;•w.••}}::n}r;:' n:.};}}}}} of 6' above top of base • O.D. ,r FITTING SIZE ROD SIZE NO. RODS EMBEDMENT ` ..:.......r.,':; locator marker r : • '' , •: + C84.34 & G64-34 Ir i� :i!.i"iii }}�:y}.v:::J:::::: t/2 O.D. t'• 5�rru•:i• r,:•,�:r::.�:::: _r .lsi��i• i° it'£s'°s� � ills • t. .'i' 12° &LESS 8 2 30"':i•}:.;;;�v,;^,'•:;;a5•.,^,;;.;};:•;;;;;: thrust block 18" to 24' stone 1" 1" Y504 BA94-444W HHCA94-444-TV EC-4 :+.;;r•�5:•.,;rr.y::•::::r.a,, t� r •.•.. "r : ta• - 20' 8 2 36° M ,, £srf s° i i s' m u ' 'r?i•::+e}:r••v'i'r•'1••: � B"x8`x 16" solid block Concrete ';I '` , 1 'ii: o back'of' ": ;:, °y 1' (for valves 12' and larger) I ° £ 9 a s : ■ 1 ItTc ppp 6• 6" INSTALLATION NOTES: ,sidewalk ? s •£ = 1 ,.; concrete concrete a ' {' Fitting Volume of thru bloc ck in cu. d. 1. Exact location of meter box assembly VERTICAL BENDS size 11-1 a° 22-1 2° 46° 90° to be approved prior to installation. R.;,� n.•' N••• :::::::;F;N;;; 1 s`:''•` i'+� ^ %, dxf n:r rr .HSL^�"r.t• nbv!f. .� �i stone bedding 6" 1.3 ..J•.•v ;,1"type Pr •" �*'Him, g 2. Water service crossing street shall be r:,;•ry ;••%'•a };,'• Note. this detail is also ,q.;GNti;.t�;�,'i•�. " � £ � i £ i i-•+ CONCRETE CRADLE CONCRETE ENCASEMENT B. - - 1.1 2.3 encased In 31 die. SCH40 PVC or M m +.+•hJrr,,a ;;.;;:::N..;!: ; used for butterfly valves ; ,•, T ,f t/rc;COPP. ,d; ; �,{tA, t trl mechanical joint 10" - - 1.8 3.7 SDR21 piping. The piping shall run from rqr• •: ,•� 5� V) �} !if':};.:':}::::.r::;:, r, % £ i £ swivel tee wfth THRUST BLOCKS FOR VERTICAL 12" - 1.2 2.8 5.5 bey '� • � _• t £ £ C kl � one beyond }:;;y,:,;;};t•: �r:rr: 'rr�5 i;y' �, ..;, ''•z�• )irn5:• i 6' branch �A' •\ UP BENDS SHAH BE THE SAME �1 14" 0.5 1.7 3.9 7.6 street, to one foot beyond sidewalk. 0 � O NOTE: To be compacted to 95% of ASTM D698 maximum density. AS FOR HORIZONTAL BENDS. 16 0.9 2.3 5.1 - 1X 1' TEE (T444-444) f) 18" 1.4 3.2 8.3 - DUAL METER INSTALLATION V Cp ��, - 20' 2.2 4.5 7.8 - Zi TRENCH & BEDDING CONCRETE THRUST BLOCKING 5/8"x3/4", 3/4" & 1°' METER INSTALLATION GATE VALVE FIRE HYDRANT ASSEMBLY (fp Figure 1 Figure 2 Figure 5 Figure 8 Figure 9 0) M o I, .� � ry o N TREAT WOODEN PANEL STONE CONS TI-� UC TI0N I d NTRANCE R 0 CK CHECK DAM WITH WATER SEALANT. CD � � � o SDR 35spigot R 2 ACRES OR LESS OF DRAINAGE AREA: to o c SDR 35 spigot by � C by gaslated SDR 21 gasketed I ebell W bond bell adapter e note) 2 70' MIN. A PEXISTING AVEMENT s . 3' . 5:1 e td.KAWANNA ," ~~ FILTER CLOTH 6" MIN. MOUNTABLE BERM 3' cast iron cleanout cap9 with brass plug A (OPTIONAL) FILTER CLOTH minimum ensile 3R having Model PA4SV-CSK (4'7 a countersunk square head TSIDE ELEVATION (OPTIONAL) ' r ° SDR 21 gasketed Panella Model PA6SV-CSK (8") ` SDR 35 8"x4" pipe and fittings SGH 4t) -, finished grade EXISTING GROUND gasketed bell wye ' (DOWNSTREAM VIEW) • (see solvent note) weld cap70° MIN. T VDOT #1 square concrete skid pad B WASHRACK 10' MIN, COARSE AGGREGATE r property20N20112'deep <OPTIONAL) � TYPICAL 6' TALL BY r8' WIDE DOG-EARED line FLOW �. 3. FENCE PANEL. INSTALL ON 4 "X4 "X8' i 4" stone + 10' MIN, � I TREATED POSTS SET .3 DEEP. 12' MIN, �- EXISTING UI cleanout pipe PAVEMENT V 5' SDR 21 t OPAQUE FENCE DETAIL C� location marker 36" min. �` SDR 35 spigot by � N. 1l . J . cover SDR 21 gasketed VDOT #1 I ~� POSITIVE DRAINAGE 10' MIN. °°°°° ° °° ° SDR35 bell adapter COURSE AGGREGATE B TO SEDIMENT 2-10 ACRES OF DRAINAGE AREA: stone °g°o°g°oSg°g°gogo°°, gasketed bell wye TRAPPING DEVICE °oS80008o8�8Q000Qo�o�o�o�o° N see note)SDR 35 spigot by °000000000000000000°0°0 o TF M sanitary ( gasketed bell 45° $ (/'� sewer main MUST EXTEND FULL WIDTH "� J Q • + SDR 21 bend (see note) OF INGRESS AND EGRESS ++ Z ` PLAN VIEW OPERATION -- - LU o ' (,. •, xx STREET MPROACH SANK" �:. :i:,h;i"i .• , J' RA�us i eE AS i:7 i _7. fleeted 2"x 4' with yt i .Pt: �x:n... y4.i. ; 4 �: 1 w:5ni•cx^�� 'i; i;;:'a; ;w,:: M4?•,.ai','r•" 6'LIJ A� RoaDWAYo ~ + top 6" painted green 12' MIN. si DwN D�PLANS) I M CI C t _ StlUWs To U@ As Q) t '':•' -----------(' --� t-- swJwn tR+ FLANSL V j r� 4' pipe at 2,00% 1 k-y' r W 3' 5P0 CO-1: � hCUM AND COOT ON ' Y minimum grade 6°stone bedding 3" MIN. FILTER CLOTH �`�E< �- "" ""° `°" / i� s� tY O Ln I" NOTE :1.Where length of service lateral to exceeds 3" MIN. (OPTIONAL) + p•. Q Q I CLASS A3 E, n. 75' a cleanout assemblyshall be furnished at TT - - 4'=EWALK I ®` ` i '"I IHE.5.I °' "' ' ° e. ' °•' ' "' - Q Q , a x �ti.., n... a.I OPT gNA1 6" CONCRETE --'-"5 I the property line. z- - � `n FLOW Lere Zj, } 2. If top of sewer main is greater than 15', then (DOWNSTREAM VIEW) O Note: If top of main Is FILTER CLOTH ExPAN!". aaNT ExPrN$04 MINT t i greater than 15 it deep wye and bend to be heavy wall SDR35. S E C T I 0 N A - A ---- --- A J u- J � W SHOWN ON TYPICAL SECTION. SECTION C-C LLI f use heavy wall SDR 35 NOTE-WDTH •e^ 7•-0" OR n EIAtLL.INE NDAnwaY W concrete cradle If top 6'-7°' PLAN VIEW O (� 0 VDOT 1 of main Is greater COARSE AGGREGATE • ' ' .' ' than 16' deep 4 . ,':: • ..•, , •; '. ffJ CONSTRUCT GRADE CMAKCS WITH A PPRA80LIC CURVE, •� TTE T NHtj N, DID - HTS PNH `P lE0 HEAVY t t •'T ' f ` WHENHEN RAFFK: rM_ RACIICNNOT ACWMMOUATE M �': { Y� FLOW F�cR SoaAiK o- cum `V 10'PARA80L0 CURVE ,• r + J �� RNAPS WITHH ENE LINTS OF TIE RNOII5RGUL0 E+E F ti'x ' • •• r' .. J A A r ••' •• 3' EDGE OF SHOULDER OR 8 p MA%. D NCRE ASED TO 7". LOPE CHANCE �_ � D •• i ,•r ,•f oPTI IL FLOW LITE `N1 'J MEN ST'D CD-N A USED FOR D.EiAIJGES NUILT ^ MAPLINE ROADWAY - -- --' - -- - - - - -- - �_ _ W CON•AINCTION WITH VDDT PRD,ECTs, PI-E.ASE U GRAVITY SEWER SERVICE LATERAL SEWER CLEANOUT N x MAY. T NOTE THE iV ItNr 5 SLOPE LHANrf D•MN. i0'LUN. FOR STREET p 'it..% TO TIA C PW LINT SHALL HE LCtSUDG TEU i0 TH: R/W LINE (EXCEPT FOR ANY TALE DE 0' DESlRAALE FOR CAMIERC qTARIUZ KIN REQUIRED EON MNf.Y.ItJE Figure 5 Figure 17 ENTTUWCE P�rA IF �I 5H LAW BE OMTTFD rl REINFORCED CONCRETE p p DRAIN SPACE CLASS I RIPRAP SECTION A - A RMAL CURB OR COWINATKIN CURB SECTION B - B GUIDELINES FOR GRADE CHANGE D BET GUTTER SHALL LL TEBCEYo7NFOR RucrED 14D PCCMENT PU°G'l0ii SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control and Va. DSWC Plata 3.02-1 SOURCE: VA. DSWC PLATE. 3.20-1 WHEN USED N CONANGTroV wITN sTANaARa ENTRANCE VCLLME OcSIR HAIIMUM CO-S OR CIS T THE CUR" FACE ON 7II15 5T-3 OR 6 TO BE ADJUSTED TO N HIS THE Ill Ni CUE® CONFIGURATION. HIGH IMORL THAN 1500 VPU7 o X ] % wall f5a0-1500 vPD1 S 3 x IS x SEE ,TA.4i CC-v. FOR CURD RAMP DESIGN 10 BE_ USED WITH THS STNIDAAii PIPE OUTLET CONDITIONS SEDIMENT BASIN SCHEMATIC LOW (LESS 7HNY 000 YPDO S 6 x B x DR04i ETOg THE" N TD PROVIDE POST VEF A FLOW OpE LINE 133 OIA ENT To PR OPTIONAL FLOWLINE MAY IEEIIIRE WARPnC, OF A TEMPORA.R Y DIVERSION DIKE SPA CING BETWEEN CHECK DAMS ELE VA. TIONS PORTION OF GUTTER 70 PRECLUDE fONDINO Of WATER A SKCFIIENCE'OF EMERMETHOD OF TREATMAENT- Q CREST PIL WAY GENCY CONNECTION FOR STREET INTERSECTIONSti 502 AND COMMERCIAL ENITRANCES A ado (MIN.) EL=754.0' ----- VINtA OCPN27NCNT CC TRNISFPORIATgN 105.D4 LLI TOP=754.5' JZG L = THE DISTANCE SUCH THAT POINTS EEC Compacted Soil 0.5' A AND B ARE OF EQUAL ELEVATION Sea�� .and Signatures PIPE OUTLET TO WELL 100-yr EL=753.66' `` _ DEFINED CHANNEL 18'+ min. 10-yr EL=753.30' RISER CREST=753.7' PLAN VIEW -Flow 67 C.Y./ AC. DEVICE R753.2' I �' 'F! OF �-TH Q _ DRY STORAGE F ( L -`' 67 C.Y./ AC. C✓ Cj a A I ---._ ! LJ' "WEE" STORAGE -� �">�F� ,ki q , r+; � � . � /i , (.�•' :s:krr�;t�r.v.I BENJAMIN C., y GXtRY R, OATES W ®% jam---- 4.5° min. 12" RCP - 16' 0 17 oil �IONTGOMERYNo, 002331 Q S No. 030342 w , �j SEDIMENT CLEANOUT POINT WATER TIGHT CONNECTION BETWEEN {' ("WET" STORAGE REDUCED RCP RISER AND RCP. INV. EL.=751.2' <i, 11i 'r r TO 34 C.Y./ ACRE) EL.=752.7' 2-ACRE DRAINAGE BASIN S SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERD1dETER 7236 cu.ft. CAPACITY REQUIRED S IONAL GJ SURv� O DATE: JANUARY 1, 2003 NOTES: 1. APRON LINING MAX BE RIPRAP, GROUTED RIPRAP, GABION POND DESIGN WILL HOLD 10,634 cu.ft. BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED SCALE: N/A USING PLATES 3.16-3 AND 3.18-4. SOURCE: VA. DSWC PLATE 3.09-1 SOURCE: VA. DSWC PLATE. 3.20-2 SOURCE: VA. DSWC PLATE. 3.14-2 - MODIFIED FOR SITE THESE PLANS ARE IJV CONFORMANCE WITH COUNTY OF 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION FILE NO, 0080 LESS THAN 6 INCHES. OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE Source: Va. DSWC Plate 3.18-1 ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION, SHEET 4 OF 4 iINA . SITE PL. APPKWED 63 LEGEND FCSA CONSTRUCTION NOTES VDOT GENERAL NOTES VICINITY MAP >0 0 LL o� o EXISTING FEATURES 1, Water and sewer lines are to be constructed in accordance with these plans. The fines shall additionally meet all requirements of the Frederick County Sanitation Authority, V1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VOOT) Road and Bridge Specifications and Standards, The Virginia Erosion and Sediment Control Regulations, SCALE 1 "= 2000' o C? W �w (0 X EP �► co EXISTING EDGE OF PAVEMENT __..._ _.._.___...._-._.._.. _E_ EX f 2. The contractor shall coordinate with, and arrange for inspection by, the Authority. and any other state, federal or local regulations applicable. in the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. Q� o y ooa� t0 66 I v EXISTING EDGE OF GRAVEL _____..____.. _w.__ _____._- __.__............. __...__._.__ ___.._._...._.,_. 3. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. ��� 62a a V2. All the latest U.S. Department Labor Occupational Safety &Health ��, o °�- AND GUTTER j 4• The Sanitation Authority Maintenance Department is responsible for the installation of water meters through 2" construction shall comply with of Administration and VOSH Rules & Regulations. oa �`aa`e� C�0 EXISTING CURB EX CG-6 EX. INTERMEDIATE CONTOUR in size, Before a permanent meter is set, they require; 1) the frame and cover to be properly aligned with its meter box and yoke bar; V3, When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in a EXISTING INDEX CONTOUR �-- - --- `>c7 - - -- - 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 the yoke bar be between 18 and 21inches; and accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with VDOrs January 1994 (or latest) edition of Road & Bridge ;`°� ,� L E 4) all components of the meter box assembly to be in proper working order. It is the developer's/contractor's Specifications, Section 104, 04-C. 8 EXISTING SPOT ELEVATION X 50� 0, responsibility to have the meter box assembly installed correctly, �F ,�� Q > V4. i� �j ITE E E _•.___._._._._. EXISTING TELEPHONE LINE - - r - - -- 7 - - 5. The contractor shall install water and sewer services that connect to existing lines.developerP g P Toleuntron boxesecontrol%rs1 eet�r owned b �VDOT or rvate u y and all utilities: Including traffic signs! p , j y p tility companies. It is the sole .�'°a ��' i i �, o� u �� v ® V N �, o -� S -� ~--- -- S -_._ (A) A water service (and force main service) requires the installation of a saddle with a corporation stop responsibility of the developer to locate and identify utility facilities or items, which may in conflict with J`' E EXISTING SANITARY SEWER making the tap. the proposed construction activities. VDOT approval of this plan does not relieve the developer of this ,., :� ,,, a O fl w , ` N -0 EXISTING ELECTRIC SERVICE - -- - ---- - --------._. L. -- - (8) A gravity sewer service requires the installation of a wye, 18" long stub pieces, and 15" long, full circle, responsibility. �� V� ,- cn o EXISTING GAS LINE ----. _ _.-__ CA<; _...___.._.__. �;, .__... _..___._. stainless steel repair clamps. (C) The FCSA inspector assigned to the project shall be present for the installation of each connection. V5. Design features relating to construction or to regulation control and safety of traffic may be subject to ' change as deemed necessary by VDOT. E` i 5 " RCP EXISTING STORM SEWER -- _-_ __ E �- __ L _ __ _ _: _. ___ ___- �.- _ : -_ =_= 6. When an existing water main is tapped for the installation of a new line: (a) the Authority shall furnish all V6. Prior to initiation of work the contractor shall be responsible for acquiring al/ necessary VOOT land use P q g ry PROJECT INFORMA TION lz_ . labor and materials to make the to b the developer/contractor er/contractor must: 1 make application for the to (2) P• () P () PP P, permits for any work on VDOT right -of --way. __._ ._ _,_.__._.__._. _.___-_-...._ -- �� � -�------ deposit (before begins); (3) mark the location the tap; (4) make final when the work is Owner Developer EXISTING FENCE LINE . � .� pay work of payment completed. V7. If required by the local VOOT Residency Office, a pre -construction conference must be arranged and held by Prosperity Properties, LLC Commonwealth Design & Build 0 EXISTING DITCH LINE 7. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole• the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VOOT prior to Initiation of work. 52.1 Jefferson Street 1200 West Fairfax Street Winchester, VA 22601 Stephens City, VA 22655 � EXISTING WATERLINE W/ TEE----��° ���«�---- PhonF -Contact Developer (540) 869-0309 EX. Fl-i 8. An water service line must have a double check -valve or PZ backflow prevention assembly, as required, y P y� q � V8, Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined -- EXISTING FIRE HYDRANT r,& installed. The assembly is to meet ASSE Standard No. 1015 or 1013, If the assembly is mounted inside a building, a remote readout is required. length of time. VOOT will also require 48 hours notice for any inspection. Property Data Building Setbacks Per Code Proposed ■ v EXISTING WATER VALVE - W --0--�- W«- -� �- Tax Map lumber 75-((A))-2L Front: 35' 36' p EXISTING REDUCER - - - W- - M -~ W - -- 9. All fire lines shall have a detector double-check valve backflow prevention assembly or a RPZ backfiow V9. The contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance in accordance with the Virginia Address Prosperity Drive Left Side: 15' 15.7' Area 1.83996 acres Right Side: 35 (Buffer) 85 � C_ o N coo prevention assembly as required. The assembly shall meet ASSE Standard No. 1048 or 1047. A remote Erosion & Sediment Control Handbook, Sec 3, 02. Furthermore,, access to other properties affected by this Existing Zoning 5-3 Rear: 50'(Buffer) 54.8'= N 5 EXISTING TREE DRIP LINE-s� �.�_ s - -sv ^- ^- readout is required. project shall be maintained throughout construction. Proposed Zoning B-3 Existing Use Vacant Parrking Setbacks Per Code Proposed C t� /1 GENERAL NOTES ..� PROPOSED FEATURES V10. Contractor shall ensure adequate drainage is achieved and mal,ntafned on the site during and at the end of Front: 5' 39' Proposed Use Office/Storage Left Side: 5' 10, 0%V C o 0 h `- construction, Zoning Data Right Side: 10'(Buffer) 10, -0 It 1. Permits must be issued from VOOT prior to any construction in a public ,right-of-way. PROPOSED EDGE OF PAVEMENT PROP EP „ VI1, All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36 cover and when are to be installed under roadway drainage facilities. Open Space Mr/mum 25% Rear. 25'(Buffer) 25' Open Space Pn7posed 37, 7 o /o Use For Parkin_q Unit Space Sq. Ft C to (M possible per M PROPOSED EDGE OF GRAVEL PROP EG 2. The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way. V12, Any unusual subsurface conditions encountered during the course of construction shall be immediately F.A.R. Maximum 1.0 iGenera/ Office: 7500 1 per 250 sf F.A.R. Proposed 0.21 Storage/Bays: 10 1 per Employee C �� m N 'o 3, The contractor will remove all mud and debris from the public right of way that is left by vehicles entering 0) o m PROP. CURB &GUTTER PROP CG-6 and leaving the site. brought to the attention of the engineer and VDOT, Work shall cease In that vicinity until an adequate design can be determined by the engineer and approved by VDOT. Building Data LLoadfn Space: 16,450 1 per 30,000 sf g P Q @� Type of Construction 2C -Metal 4. Any damage to neighboring properties Including county roads and sidewalks, caused by the development of Proposed Use Office - Warehouse/Storage Total Parking Spaces Required 40 th PROP. REVERSE CURB & GUTTER PROCD P CG-6R this site will be the responsibility of the developer. All damage must be repaired to original conditions. V13. All fill areas, borrow materials, and undercut areas shall be inspected and approved by VDOT Inspector prior Proposed Area 13,200 + 3,250 sf # of Handicap Spaces Required 2 bm a PROPOSED CONTOUR 50 5. A construction entrance must be installed in accordance with the "Virginia Erosion and Sediment Control g to placement of fill. Where CBR testing is required, a VDOT Inspector shall be present to insure the sample obtained is representative of the location when soil samples are submitted to private laboratories for testing. Height Maximum 35 feet # of Loading Spaces Required 1 Height Proposed 20 & 30 feet � C � n e a J o Handbook" Section 3.02. The contractor must maintain this access for the duration of the project. The samples shall be clearly marked and labeled as belonging .to a project, which will be accepted by VDOT, Total Parking Spaces Proposed 45 PROPOSED SPOT ELEVATION + 50M 6. The contractor will be responsible for adequate and positive drainage of this site, p q p g and that testing shall be conducted according to all applicable VDOT standards. Parking Lot Landscaping Data # of Handicap Spaces Proposed 3 i� PROPOSED STORM SEWER PROP. 24 " ADS , �, PROPOSED SANITARY SEWER S S S 7. The contractor will obtain a Land Disturbance Permit prior to an site work or construction. P y 8, All construction will be done following the laws and guidelines set forth b OSHA and VOSH. g g y V14. All roadway fill, base, subsurface material, and backfill of utility/storm sewer trenches shall be compacted in 6" lifts I0 95 b of theoretical maximum densit as determined b AASHTO T-99 Method A, within lus or minus % of optimum moisture for the full dedicated At the direction of 625' Perimeter Per Code Proposed # of Loading Spaces Proposed 7 �'-` � 15.6 16 i Tree P er 40 :..: Sign Data- ' ��_•�� Sign Area Allowed 100 sf �, -_ f width of an street right-of-way. a P y g y - PROPOSED TELEPHONE T T T 9. The contractor will notify engineer of record of any discrepancies between the approved plans and existing site conditions. VOOT Inspector, density tests performed by a qualified Independent agency shall be conducted as required /n the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VOOT to final VDOT i Tree per 1 G t:, r es 4.4 5 Sign Area Proposed 100 sf s. _ ° 0 9 P Percentage or -seen 5 /0 6.8 /o PROPOSED ELECTRIC prior Area in Pd�;�si,�,r� Lot 1,585 sf 2160 sf Sign Height Allowed 35 feet � i PROPOSED GAS LINE 10. The developer is responsible for the relocation of any utilities required by this site plan. approval. Trees must be deciduous and 2 in caliper Sign Height Proposed 35 feet � r 11. Ali Erosion and Sediment Control devices shown on this site plan shall be installed prior to construction. V15. VOOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where at time of planting, Contact Numbersqeals(, �n� S/ l�%at�res PROPOSED WATER LINE 12. All controlled fill must be coin acted to a minimum of 95 /° dense followin Method A of the Standard � P o density g � determined necessary by VDOT Inspector. PROPOSED WATER METER ® 1 "WM Proctor ASTM-D698, AASHTO-T99, or VTM-1 as applicable. Any fill placed under buildings, structures, or V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT PROPOSED FIRE HYDRANT D& PROP. FH pavement must be inspected and approved by a professional soils engineer. A geotechnical report supersedes this note if provided. P minimum design standards and is the developer's responsibility. 13. The contractor is responsible for contacting MISS UTILITY prior to any site work, All utilities shown on this plan V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VOOT on an account receivable basis. Stop signs shall Engineering Firm: Montgomery & Associates (540) 869-0308 Surveying Form: OFV1�PXTH OFVj� 1� Gr Gf, J Q COMMON LABELS & FEATURES are approximate locations and not all utilities may be shown, be thirty (30) inches tall with high intensity sheeting. The bottom of the sign shall be six (6) feet above the GreyWolfe, Inc. (540) 545-7823 2�C�o BENJ�A�MIIV C. r,�� �+ 1 �.. 14, The contractor will contain all litter and debris on -site. The work must be left In an orderly manner at the end of each workday, edge of pavement and the post shall be a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found in VOOT s approved list. A co of this list may be obtained from the district ' copy Zoning Enforcement: Department of Planning (540) 665-5651 y y GARY , BATES M 0 NTGOM E RY ill PROPERTY LINE OF PROJECT y section. Contact the local VOOT Residency Office with any questions regarding sign material and placement. Site Inspections: -a No • 02 31 No. 030342 0 Tay NEIGHBORING PROPERTY LINES 15. An approved set of site plans must be on -site during the construction process, V18. The developer must provide to the local VOOT Office a list of all material sources prior to construction. Department of Inspections (540) 665-5650 Erosion and Sediment Control: Otad' d, FS �1 j �q OQ' ' 1�, q �V -J s EASEMENT LINE 16, The contractor will notify all utility companies prior to excavation within easements. Copies of all invoices for materials within an dedicated street right-of-way must be provided to the local P y g y P Department of Public Works 540 665-5643 p ( ) SIONA� �� �� SURv�y W ® 17. The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty VDOT Residency Office prior to acceptance of that work. Unit and total prices may be obscured. Sanitary Sewer and Water: ® W �. 1 Z P PROPERTY CORNER FOUND days. Fred. Co. Sanitation Authority (540) 869-1061 p C O PARKING SPACE TOTALS 12 V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. "Road Telephone: Verizon (301) 954-6282 THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF W V , � Q DEPARTMENT OF INSPECTIO GENE L NOTES Density will be determined using the density control strip as specified in VOOT's and Bridge Specifications" (Section 304) and vrM-10. A certified compaction technician shall perform these tests. A Electric: Alleghany Power (800) 654-3317 Gas: Shenandoah Gas Co. (540) 869-1111 FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE p ® Y U w ADA HANDICAP PARKING STALL be Residency Office. In MISS UTILITY: 1-800-257-7777 J certified copy of the test results shall provided to the addition to checking stone ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. W U W SIGNS -� 1. Bui/ding(s) must comply with the Virginia Uniform Statewide Building Code Sections 304 (Business) & 311 (Storage) and the BOCA National Building Code/1996. Other codes that apply are CABO A117.1-92 Accessibility depths, a VDOT Inspector shall be notified and given opportunity to be present during the construction and testing of the density control strip. (Y ® rx W _ Zoning Genei-al Notes SANITARY MANHOLE A O and the Usable Building & Facilities. IDENTIFIER V20, Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's "Road and Bridge � �+ 1 t STORM DRAIN STRUCTURE IDENTIFIER ❑1 2. The requirements in BOCA mandate either a fire wall (Section 707) or a fire suppression system if height and area limitations are exceeded for thetype of construction under Table 503 of BOLA. „ and all be . o certified compaction technician shall perform these tests. A Specifications" copy (Section results certified copy of the test results shall be provided to the Residency Office. A VDOT Inspector shall be notified Maximum Environmental Existing Disturbance Proposed Features Acreage Allowed Disturbance 1, Exrterlor lighting will be provided b wall -pack g g P y ligehts attached to the building & lightpoles. 2. AN lights will be shielded or directed to prevent s �+ � CX LIGHT POLES 3, A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for bu!ldfng Plans must show all Ingress/egress locations to the exterior CABO 117,1-92 and meet and given the opportunity to be present during the construction and testing of the control strip. Flood lain 0 acres 0% 0% P gltare on neighboring properties. Q. 4J permits. per 3. Outdoor trash receptacles will be in an enclosed LOCATION OF TEST PITS ® requirements of Chapter 17 of BOCA, q P V21. Approval of this plan shall expire three 3 ears from the date of the approval letter. PP P P () Y PP o ° Lakes & Ponds 0 acres 0 /0 0 /o Wetlands >IAC 0 acres 0% 0% sip (6) foot fence, 4, Maximum slope across handicap parking stalls shall not exceed 2 %. 4. This project will not disturb any environmental Sinkholes 0 acres 0% 0% features as defined by the Frederick County Natural S. W. 0 acres 10% 0% Zoning Ordinance.LO FIRE MARSHALL GENERAL NOTES TRIP GENE TION DA TA Retention Aie�s 5. The owner will be responsible for obtaining or Y EROSION & SEDIMENT CONTROL FEATURES 0 0 o Steep Slopes > 15 /0 0 acres 25 /0 0 /o gr-anting easements shown on this plan. 6. Easements will be recorded and copies sent to the cn w o 1. An inspection by the Fire Marshall's office will determine where curbing must be painted yellow. Woodlands 0 acres 25% 0% parties Involved. Z c� z u INLET PROTECTION �j lP ``�� 2. "No Parking - Fire Lane" signs will be placed on the site by the Fire Marshall's direction. 7. All! utilities that will service this site must be � 3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall, DATA TAKEN FROM THE L T, Eo MANUAL 6th EDITION P !laced underground. � � ¢ w °- OUTLET PROTECTION ®Op 4. Burning brush piles of natural vegetation requires a permit, Burning construction debris is prohibited, I7 1 APPROVALS j < 5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed. �USIIVESS PARK (CLASS%®) 12. �� PER �,®® sf 16, ��® Sf ®2.� 1 �/PD'S > u CHECKDAM ®CD RESPONSIBLE LAND DISTURBER LAND ° a DIVERSION DIKE DD > � > � SILT FENCE W/ WIRE SUPPORT O WF NAME: W M o m N®SOAPING NOTES Frederick County Zoning Administrator DateALFAN SILT FENCE W/O WIRE SUPPORT SF CERTIFICATION #: 1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations 1, Site Plan approval from VOOT will expire three (3) years from the date of the approval letter. EXP, DA TE and utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities. 2, Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval. SEDIMENT TRAP S7- 2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots 3. The Frederick County Sanitation Authority approval is valid for two years from date of approval. If construction is DATE: JANUARY i, 2003 SCALE: N/A 1, The Responsible Land Disturber Is that art responsible for carrying out the land disturbing activity as set forth in P party P rl' 9 9 �' and be well branched. The planter shall guarantee all plants for one year, P 9 P Y not in progress at the end of this period, Authority approval shall be void. 4. The Frederick County Department of Public Works approval is rnot enough to begin site development. The CONSTRUCTION ENTRANCE CE the plans. 2. Note: An on -site pre -construction meeting is required with the Owner, Site Contractor, Public Works, &Designer 3, Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided to the owner. owner/contractor must obtain a Land Disturbance Permit and argree to periodic Inspections. shall be void. 5. The Frederick County Department of Inspections approval does not constitute a building permit. Building plans FILE NO. 0080 prior to commencing any site wark, must be submitted and approved prior to constructing any structure, Furthermore, the site must meet all ADA 3. The contractor will possess a Land Disturbance Permit prior to any site work or construction. 4. Plant substitutions will be allowed with the approval of the owner and the Frederick County Planning Department, requirements and be approved by Inspections. SHEEP 1 OF 4 Prune out any dead or broken branches, remove _ all togs, labels, strings, 3' MIN. 12:1 12.1 3' MIN. W Z wires, etc. from plan. _ c�j ` � �� CG-6 CG-6 LJ_W (V W i { Tree plantings anid Fence along the B2/33 Zoning Lines must be installed per the recorded shared buffer agreements recorded at 030005535, 030008171, & 030008172. v U U_ N Prune codominont leaden-..- DO NOT purne terminal , Q) ti {�• 2-3" branch tips mulch leader or Q O ,O Z Set top of root ball W Q 2-3" Saucer 3 equal to or 1-2" g Z � L0 U q Prune rubbing or above �-�- W I 75A - (6 - B- 4 7 A ( )) VAi`�ICO, LLC 4 0) 0) W (O grade, cross branches _J t\W v N I m o I (O © Remove z 'S rt I `� �' DB 969, PG 1 197 ZONED: 3-2 TREE - P/N OAK &/OR RED MAPLE - 65 PROPOSED (21 FOR PARKING & 44 FOR BUFFER) ^ container use O \ \ sharp blade to make Prune narrow crotch �l %C �C I \ \ r`% /' USE: MINI -STORAGE IRF OTHER DECIDUOUS SPECIES MAY BE SUBSTITUTED four 1 4 =1" cuts the �'W V � O / ang/es &water spouts V Q W � ` len th of boll and cut o \ ° \ \ 'fit• .f.Remove '� WITH APPROVAL OF FRED. CO. DEPT. OF PLANNING �;• {i 1�" X on bottom of _ ball, loosen compacted _� -- Prune broken branches - _1 roots. 71N_ tags and labels �- ,� �,-I- 1t !,-�-``s4 NOTES: - - _ r_ \ �./ TREE - LEYL4N0 CYPRESS - 60 PROPOSED �I ,�rt�I1i-�-tL =r CONTAINER GROWN SHRUB 1. H/C SPACES MAY NOT EXCEED A 2� SLOPE. 11 • g r+�- \ \ Prune suckers 2. RAMP BUILT TO VOOT CG-12 STANDARDS. �, 30.0 \ C'r ^' / 2 (32 TREES AT 4' TALL AT TIME OF PLANTING ALONG THE 6 FENCE ) �, �' E N `(� V � Q Prune out any dead Cut away all balling ropes 2"-3" mulch kept J. WHITE STRIPING SHOULD BE 3" WIDE. \ �r broken branches. away from trunk 4. H/C SIGNS TO BE SET 3' BEHIND SIDEWALK 35.0 9 2% �5 Remove top of wire basket y OR, togs, labels, OR MOUNTED TO BUILDING IF POSSIBLE. \ / ° �- Remove L,j N W (28 TREES AT 6 TALL AT TIME OF PLANTING ALONG VANCO PROPERTY) iy ((� q ac 4 Z > al/ \ strings, wires, etc. from Soil well to , plant. contain water s' \ a � ' \/ ' N � J � oo � N LL E •i .Zt h L 'r, Y1'� tt�'fi .4. PARKING AC�P \ 1 ``1 ! / \ ENTRANCE PROFILE 2-3" mulch 8 �s, j' " Ufa• x /B� ` -' \ O "� - - SHRUB BOXWOOD 7 PROPOSED (HEADLIGHT SCREENING) C: O +� C E �! v E 'r a @ Set top of root ball A..:.4,•y, .,. ) Backfill soil /SERVED 2-3" Saucer a ( PARKrNG MAY BE PLACED 1 aqual to or 1-2" ; , ,• ' r INTERNA770MI SYMBOL ON ONE BLANK. L / �� / r- above grade. • . , ° f " ' Partially bOCkfill, OF ACCESSIl3ILnY REQUIRED ME , I 4J / 1 ` / to settle j REQUIRED HEIGHT r\ i O 1 I LL I r m l V 1 o � N + � -0 r V) U �- water / Widen and score - __ soil, finish IF REQUIRED TO ACCOMOQ4TE 1 A� / holes /n wall RHE ADWRONAL \ / ^ / backfilling uNE5 / / \� j - / / �{ Z - 1 W / y W y LANDSCAPING IN FRONT OF BUILDINGS "}r•4 �'�.� Remove rope & burlap % % , /' I r ,'•wi1 oC i from root ball. 1 Area for water v'U'I � I / / � � • ++i• Remove container and drainage Pre ACCE55" cut circling roots if ', or file could lZ L I � v w container -grown, or ! be installed EFFECTNE s{,7k:.• ' " tx., 9 burlap PEN4UY s100-500 I JULY I, 199E as much ielas D! hole 2-3 times possible if field -grown Leave solid soil pedestal - }do not >Uw-RwRY zowE l ! / 9 dig deeper than boll d pth / Q I\ + m n 2 OF SM-2A width of root boll. } ' ' l / °' '� ' / / / r) W CIO \ 6» OF 21-B COMPACTED BALL &BURLAP SHRUB l Dig hole 2-3 times root tall width Il / / // / / PARKING SURFACE/ / Z p Q) TO 95% DENSITY '� STOP-" TREE PLANTING DETAIL `��° WHEEL SHRUB PLANTING D ETA IL SCALE) H�ND/CAP PASIGN DETAIL SUBGRADE FREE OF ORGANICS sa4wRKING (NOT TO (Nor 1 $ / / / / i 56 56 o ? �� \�j\� &COMPACTED TO 95q DENSITY N v (NOT TO SCALE) � ',✓' ' � /� � /� / � 65.00' � / N � On � � ,• , ---L3' MAN DOO AT GRADE ' I / ,W w TYPICAL PAVEMENT = � t" '� "� ADA ACCESS LE SPACE REQ D •' ,`" �f�E�` l ' / N SECTION UNDER THE PARKING SPACES � / i i RP��PO� i PHASE (� I / o STORAGE/SHED ! ^ I d � ( C V » 1.5 OF SM-2A jpLf PORTION 0� ,' j / /:x�, / / / � j FF3=1757.25 /l � I / / 3" OF BM-2 �' ~" - 75-((Al)-2D , i i / a °� / /564 1�T=30' _ S , T ,� RI &T P9R, NERSrl1P i �� / 5 / / J / , } 512 1 o O4 O fo 01 / DB 62, PG 468 / i j a �5 j , / 53� J � � (} / I s, /i'�IED B-3 �5 �' / 1 ' I / % t i t 8 OF 21-B COMPACTED Q4 TO 95% DENSITY C o $ ��• M o _ ,/ _ USE: VACANT / ; j l / ( 4. I i (U 53� 5ti �+ , SUBGRADE FREE OF ORGANICS �, ,c t 156� I , j &COMPACTED TO 95� DENSITY TYPICAL PAVEMENT SECTION n) w 1 0 v 16 o ;�, I + ' K �� UNDEh? ENTRANCE, DRIVE AISLES, AND LOADING AREAS J i I 57 ! 57 ;° I 55 \ � I / .- i 7s7 Gy \\ 1 J; \\ �\ / j' / / I I I I �' ` a. , + • 9.,, 4„ OF 3000 PSI CONCRETE W/ FIBER a �F r��p�\ ` \ \ �, / f i l ! } 4" OF 21-B COMPACTED \ T 57 `/ 'd i ; l� DELIVERY AND LOADING AREA i / \ , 75 ; / I II � 't` �' TO 959• DENSITY � SUBGRADE FREE OF ORGANICS -759 & COMPACTED TO 9590 DENSITY 'I 4 \ ` .�.- T ` . . � I- \ LOADING 5'PA�E �' �_ \ �` _- -- _- - _ -, \ \ �• SSMH3 i % / // `\ 59 `w., ' �59 4' TURNDOWN SIDEWALK W�rq APRON - TYPICAL 59 _ 59 '- \ RIM= 76J. 0 / _ - - _. --�,. r 1 - \ \ - \ TYPICAL SIDEWALK SECTION a• ', , .�8 " OF 3000 PSI CONCRETE W/ \ " + i . ' . �' �� ... ,...�:. �, . ' .... ...... , . ': .- ... , .. '... :. tom.. 59 W WV "759 o o . X �.,. ---- "' J \ _,� s3. \ j��� \,". ;, . 75.�� \ - X __ �� -' ;, . WOVEN WIRE REINFORCEMENT J o .. "..;.' o..:.'.�. `' \ 8" OF 21-8 COMPACTED (f� ''. ,� wy s,_ ,_:N ('�, �.,•;.. /�P \ G� \ �(�, \ ``~ ►�, ..... ..I., . +.. \ �, \ -, ' �. 75A - ((6)) - B - 4 1 IRF a TO 959' DENSITY 160 (...'.......... �, .....\ ..�...... .\� . . CJ \ � /� � \• o � ... �. , . , i , ___.__� b0j \ �\ � o { 7,500 sf OFFICE (TOTAL) 5,T00 'if STO�AGE/WAREMDCISE (TOTAL) \ \, \ °e� PHASE 1 ``� DB 969, PG 1 i97 USL: vlNl-STORAGE UB RA E FREEF ORGANIC / \ & COMPACTED TO 9590 DENSITY ~ W p WV \ 14' , �=` I .... .. \ - �� \ \ \ GN \ GENERAL OFFICE ` .. ' . . '-�-"" .... ... ' . . , .... " . ..... ... ........ ' . \ \ s �.2 " \� (n WAREHOUSE/STORAG y I . ............ (. . , (.......... (...� .. ' ..... f \ i....... f �� V) ' \ � �LIJ -A 13,200 sf ( ... , . ..� -7.... - _ . \ \ 29�25 I �. I 1 i TYPICAL DUMPSTER SECTION W � J S ~ Z C. o ( ) 0, Lr) Z A ii { HT-20 + I 1 ••V C v 41 1 �` , 1 I W I I �� x I Seeding Schedule tiler section of VESH) 3.32� o z J w VDOT ENTRANCE NOTES: j \ `; ` SUITE A SUITE B / SUITE C SUITE C SUITE D SUITE E SUITE F SUITE G SUITE H ; , �� \ �' 1 '• ' '' 56 \ �' 1.) Topsoil will be spread at a minimum depth of 4". 2.) Pulverized agricultural limestone will be incorporated into W W ~"� U W W W _W W W W W W '' W W W '' W W W W W ' W W W W •Y W W •Y W W 1 INSTALL ENTRANCE PER CG-11 I j �` \ `-•-• • _ •-•-• •-• •-•-•-• •-_-• •- - - •-•- - 56� z 59 " `d W W �' W W / W Y " •LL`O W W W y(JOW W W Y�'OW W y W �ar W. W C(}Y W W ,� W/ DW W S SPECIFICATIONS. 1 62 ,•, .. ,, „ , ' , , , . , ., , . III d �, , v . '. •'' ' '• ' • ' •' ' ' •' I \ \ \ \ \ { \ '� the soil at a rate of 92 Ibs per 1000 square feet (2 tons per acre). 3.) Fertilize o W n Q , , a' , ' „ 4 + 2) INSTALL CG-12 RAMPS IF j ' (` ` ` 592 j -' \ with 10-10-10 at a rate of 23 Ibs per 1000 feet i 000 Ibs 1 \ ,§y 4 RN- OWN IDEWA - ICAL 2 -1 4 Q 1 DIRECTED BY VDOT FIELD INSPECTOR. 1 �, 59 9 59 59 59 59 '' �0 1; , 3) CURB AND GUTTER FORMS MUST ; \ , \ ; s�, + y/ � J (OI cy �, \ ' '' I �• , � \ \ , square per acre q ( p )• o 4.) Seed mix will cornsist of 75 /o Kentucky 31 Tall Fescue, 10 % Annual Rye, 10 %, Foxtail Millet, and 5 % Red Clover at 0 W BE CHECKED BY VDOT FIELD �c 1 t ;': '' : Q INSPECTOR PRIOR TO POURING 1 �1 \ ' a' i y '' -, 20 1 56ie ��; f �/ g \ 200 Ibs per acre, 5.) Straw mulch will .be applied to all seeded areas at the \ CONCRETE FOR GRADE. I i 62 s 1 : ;. '` � 1 59 � 58 I,., :`` . , .; `�:: I. Ij^i rate of 3500 Ibs per acre and anchored with cutback, or 59 59Q 8' 8' 9'`:''.':.'`: '' .:: y �, J 62.8' �J ' 9 DOT -SHADED AREA 1::`;:': `.: 57. ` : `, c� 75 i' I Q k I emulsified asphalt applied at a rate of 200 gallons per acre. ti -=�� - 758 DENOT S A PROP. ` 1 N t �c \ 58 �.5��- W� ESMT�� •'. ::.;:::: Z .:: :,:; .. 757 j cV h Z , . 1 DUMPSTER PAQ o a' �, ! "'' 59 ; W/ 6' HIGH PORTION OF i , I -- _ �''W �'<,.. I S ��".� � �''_ PG/T--FACE 75 - /(A)) - 2 i BLOCK WALL { { \ W t� ---. o cs` �_� i ___ _ \ � � Z` _..._ , -- Lighting General Notes: 1. Proposed Lights hor this project are Hubbell RCSA-400ST (400 Watt Lights orequivalent. ) 9 w o o ACLIVE F�UFFER Q ::,: C�'DER & SNOCKEY, INC o, WV I1 -� n - �- �- ` -.. R, I 6 2 \ 1NSTR. 00000133 0 �''` ` ` \ i o W ,� 'x 2. Lighting must be installed so as not to produce glare onto neighbors and roadway. Z U z w n m ZONED: 3-3 DO -SHADED AREA I �/R JSE: AUTO REPAIR , ' DENOT S A PROP. +fit h : 1 1N o 24 o WER WATtI.z EASErWEr^:jT > T j a w a 06 2.5' :§CI?CE, IiV a \�-� _ �A�V �j ks, and signatures W in U j s s TAPER PROFILE �� i ; , ,- i L,' TERAL r r I F 59 I I E_ X � _- - � ____T__ TEST \ >�, �c i f. F ER 62.s E E E E II is l VHL iE 1 a ce a I I f10 DEEP I P/T$ i 63 x x W - w ? �' REMO E EX. 8 63 WV SE ICE '- - W Q_ N W J i Ii ,� PIPE ABANDOnI I ` I R WV BY FCSA �, >r v >� ,r o a Q I i /� GA VALVE i I __ _ _ _ �_ - ��-- ;� _ �`-� -� °` �� T ► \ IRF �, \/ \ WV �= -� a� -- a., .� \ LTH of �P I P ILU C'vCe ' B E N ) �' ]AMTN (C. > W o - i " _ SEW R � WATER EA ;WENT Co --} _- aqs_--S- -___ _ !-_s _ i� \ E _ Stb_i z ►- N Cr W a cry _� �__ _ _ _ _._ ___ _ _. _ -_ SHARED BUFFER AGREEMENT_vm -W - - _� -_- _ 15 ACTIVE BUFrtR o ( i I!-------_ _ . _ _ ~ _� -_ __ .. \ ( _ _ _ - ( �� y GARYIR. GATES D MONTGOME;RY 'v cr N0, 002331 �O No. 030342 W I Q o N 0 m a >, » - _ - - W v , I I i I (� _ _ _ - M INST. 030005535 8 X6 WET PORTION OF TAP BY FCSA - 762 - - O�HEETC4 - _ __ . _ _� " _ �'r'i -- 41r '(` 6 ASS n W o GAS I l ( WATE, 75=(CA)�-2r�- __ _ __ _ SEE DETAIL ONUE - - - CAS VALVE - -- -- _ RT&T PARTNERSHIP - - - -- -- - t�e- ZONAL O SURv� DATE. JANUARY 1, 2003 -, _ v� { I / OB 662, PG 468 T I` � + i� � '-�T(r,i T I. I I 1 I ~ _ - %g'3 -. _ - ZDL` D: 3-2 SCALE: 1" = 20' j� _ _ j I USE. VACANT"- - 12 OF 21862.2` 12.0' 3.5' i I I I ( I 4 - -- " -- - - - _ 764 - ~ I I I 20' 0' 201 THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDAIRDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE FILE NO. 0080 1 _ ~ 2'-7"(CG-6) I 1 / I , I I( _ _ GRAPHIC SCALE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 2 Ci F 4 i l � , EROSION & SEDIMENT CONTROL STANDARDS 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover Is achieved that is uniform, mature enough to survive and will inhibit erosion. 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upstream land disturbance takes place. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6. Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres, b,Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin during a twenty-five year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. 7.Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. 8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11.Before newly constructed stormwater conveyance channels or pipes are made operations., adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures /f armored by nonerodib/e cover materials. 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided, 14. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. 15. The bed and banks of a water course shall be stabilized immediately after work in the watercourse is completed. 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: a. No more than 500 linear feet of trench may be opened at one time. b. Excavated material shall be placed on the uphill side of trenches. c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off -site property. d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e. Restabi/ization shall be accomplished in accordance with these regulations. f.Applicable safety regulations shall be complied with. 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed /n this manner. This provision shall apply to individual development lots as well as to larger land -disturbing activities. 18.A/l temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria: 756 755 754 753 752 751 750 749 748 EROSION & SEDIMENT CONTROL NARRATIVE Project Description This site is located in the Kernstown Business Park on the north side of Prosperity Drive. The purpose of this development for the construction of 16,450 sq. ft. of buildings to be used for offices and storage. This development also has parking and drive aisles for access. Existing Site Conditions The lot is a vacant field with poor drainage. The ground cover is grass with some brush along the perimeter. Adjacent Parcels The areas to the east and west are vacant lots like this one. The northern parcel is a a mini -storage facility currently under construction with erosion and sediment control devices in place. Soils The soils types determined from the USDA's "Soils Survey of Frederick County, VA" shows Carbo-Oaklet rocky silt loams classified as #6C. This soil is predominately yellowish brown silt loams over bedrock and offers 'severe' erosion hazards. Topsoil on this site appears to be 9" thick with several rock outcroppings, Erosion Control Proaram • Install construction entrance with wash rack • Install diversion dikes • Install sediment trap • Install ditches with check dams • Install culvert outlet protection • Grade site and seed all exposed surfaces immediately upon reaching final grade General Erosion and Sediment Control Notes (VESH Table 6-1) ES-1. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations 4VACSO-30 Erosion and Sediment Control Regulations. ES-2. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. ES-3, All erosion and sediment control measures are to be placed prior to or as the first step in clearing, 75A-((6))-B-47A VANCO, LLC DB 969, PG 1797 ZONED: B-2 USE: MWI-STORAGE 5.t SF s• 00*1 I I l I 41\1 i OSF / PORTIOV,(3-, 75-((A))-20 RT&T P TNERSHiP i/ DBPG 468 %� �� \Zr i �55 '�/ / ; T� 1 /; �1 9 \ / � USE. VACANT ; �.. , Cam..) SSUH 1 \ R1A1=75a \IlW=75,.05 f h \ '� I I A r r r ``44 .. r y, d, r`•.l.. v ;i3. �~ r .. ri.::....;.�r ........ :I: ....�. ... r;,�.. ..\.. X 75A- 6 -B-47 ... ........... '. .....' ..'.'... \ \ VANCO, LLC �/ ~.'�.� r.. \' \ G^ 1197 ...,..,..,.��', L., i' _ \ ` S� DB 969, PO ly 0 i �.. r ........ . , ......... �. �. �- \' ( ZONED: B-2 o ! I. \ l \� 6 \ \ . r .. \.. Ij \ I I USE: AXN1-STORAGE N. � f 60 ES-4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. �=-` �"� e �\ \ `.\ N 1 ! \ I `•\ x ES-5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but limited to, off -site borrow or wasteA. areas), the contractor shall submit a supplementary erosion control plan to the \ \ owner for review and approval by the plan approving authority. \ x ES-6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined I L I ` �• �5 by the plan approving authoritY , 4 t7-7 ES-7. All disturbed areas are to drained to approved sediment control measures of I�,I I l \I 62.9; CE �� at all times during land disturbing activities and during site development until -2i f wv e - s�ti final stabilization Is achieved o,s3s ES-8. During dewatering operations, water will be pumped into an approved r filtering device. {S -- s3 ' E ES-9. The contractor shall inspect all erosion control measures periodically and j 41 I�f �� ' I �� E `'6 62 - E E - - E -- E - E f E f v y { after each runoff -producing rainfall event. Any necessary repairs or cleanup to PFP' POP' maintain the effectiveness of the erosion control devices shall be made I ; �- - �. __ __ _� _ ___ __.�. ____._ -_ _ ____ _�._._ __� _ __. _ ____..__ __ ___ _ _ _____.� _.. \. \„ ` immediately. �. �' DD - -- _ __ _ _ __ \\ flD _ . - - - Q Frederick County Note: .l��_ i ! i �' PORTION of f (ir=2D--- _ The Public Works and Engineering Department will retain the right to add to or caS VALVE g j t - - - - -_ ._ _ _ _ RUT PARTNERSHIP- - - - -- __. __. _ __. _. -. •� -• -- - - - - •- _ ` i i I // _- _ OB 652, PG 468 modify these erosion and sediment control measures durin the construction I , - 763 g i I ' / - ZOixED 8-2 process, within reason, to ensure adequate protection to the public and 1 621 I I I i , , USE uA`( `A4T- environment ; � i � --- __ - - -- -- - i I__..___ ' _ �_ _ __.__ I _ _ 1- i C EST SPILL 1 754.5' AY= 54. D_' ? TOP- _ 753.7 I I 100 I 10 YR=�753.6 = 753.30 , 1!R. �Y�R =__�753.0_ , i i INS! = 75 1 2' ; 12'[ RCP @ 1 Z P UR 1 "_ •• �_' PL.1IICE � BA # � 7"0 REBgR ANCHQR THROUGH C� CR��- �- C N�f?E�E # B TTOM , 749. �' I mk WIT4.- STRUCTURES A DI 1 1 -TOR_ IS A AND 48 C�MCRE BASE. PRE . E RISER ST A 12 DIAN1ETERI INLET ON TIDE OP OSITE SIDE F TH ' OPENING � 1 T i A T R$CEI 7 VE� I THE I 12 " R I P. I 1 0 10 20 30 765 760 755 750 745 I � � j trf I I r i ; I I� 1 - --- _ - _ - --• _ _ i I76.5 I I i _a 3" L , I 6" CL-52 I 1 DUCTILE IROAI j J Z1 CJQ 0 1W i i co k z � o < oho N�Z j�0IW C c), J "' 0 50 100 WA TERLINE PROFILE 765 1 765 760 1 760 755 1 755 750 1 750 745 1 745 I ( i i I i 15 RCP i I i^� o i 765 760 755 750 745 30 0 30 GRAPHIC SCALE is and Signatures �ENJAM 'N C. y ONTGOMERY �o No, 030342 IONA L ALT H OF V GARY .OATES No. 02 31 63 0 50 100 150 THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDAIRDS AND ORDINANCES. ANY DEVIATION STORM SEWER PROFILE OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. U_ �► p 1� W00 co (0 0 0 s w Q � R1 U 6 � E �� N U c 0 N E � a E +� o Q_ _ Iza- UU- �N O V o �� 0 C _ O ry C p N O o N o - N Q �o �,1-4 un C W vl c 1 v w u U O w (D CIO ~ Q a w W w � U_ w w 0- 0- > j DATE: JANUARY 1, 2003 SCALE; 1" = 30' TYPICAL INSTALLATION OF LIGHTPOLES BEHIND CURB & GUTTER STORMWA TER POND STRUCTURE PROFILE FILE NO. 0080 SHEET 3 OF 4 LL >M 0 LL AO minimum-'1 ., gradewidth00 04 6'minimums cf) trench w7 1-1 as required general backflllCD machine excavation limit METER BOX and COVER (0 00 (see note) d1a. schedule 40 steel 00 general backfill form board (typ LU skk I (see note) plipe filled with concrete 31 METER SIZE METER Box METER BOX COVER•and painted yellow v, mg-o" Y0 Non -Traffic M32C-PW B. 5/8"x3/4' or 3/4' 18 In. Ole. r 8. Traffic A32HH - T Z Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) 0 concrete trench bottom 24" select backfill 24'select backfill gate valve gate valve undisturbed '-stonabodding V 24 In. Die. & boxes & box Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) (see note) (see note) 181 d1a, TYPICAL SECTION concrete TEE, WYE, OR PLUG encasement -B E concrete pad In lieu of wood forming the fitting may be wrapped with *denotes hand excavation treated 2x 4' with IS O.D.& O.D. 6' polyethylene, and the concrete poured to completely surround "D' = 12" min, for 10" and smaller pipe top 61' PaInted blue 11' sq. x S' deep C 0 1/2 O.D. fitting and against undisturbed soil. The bearing dimensions "D' = 18' min. for 12" thru 20" pipe concrete against undisturbed soil shall remain as shown. see chart below for A, B, C dimensions. meter cover thrust block CIJ fin. grade prior - a) set Vabove BOLLARD DETAIL > a varies as required to sodding Z Ulu -E�' E 46* minimum 18, 6- L 61 CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS / // I W J t :3 Pipe Plugs, Wyes & 11 1/4'and 22 1/2' NOR stone 45* and 90' •PZ C Dia. Tees Bonds Bends zuziom U) 0 corporation 4' stone - A B C A B C A B C 1 W-21 meter by F.C.S.A. 0 E V 3- stone bedding 2 STANDARD CONCRETE ARCH stop meter box directionn of setting to be approved prior to installation 6" 1 1-o" 01-91 11-7 U-91 01-91 01-91 11-31 01-91 11-91 surrounding box & 8- 1 --T U-1Y V-31 9-9- 01-9- 01-9- V-& U-9- 2'-3- screw type C\I a) '0 adjustable valve box 36" min. I (f V-6' 0'-9' 1'-6' V-0` U-91 l'-3' V-9" U-91 2'-6' 3ir min. angle check valve 0 general backfill general backfill 12' V-9' 1 -V 2-6' 1 3. V-D' V-6- Z-V with drain valve V-17 &-0' V-3- 11-0- V-6- 2-6- 0; as raDquired (See note) 14" 2'-0' 1-0- 4:�5- Ir min, a concrete pad V-61 sq. x 6' deep (see note 16' 1 Z-X I VV �-6* 1i � V-0. 1 2-0- 1 Z-9. location marker - 3.9. �6. li- - I 2'V I 3,v 18' 2' 6" 1 1 -3' -3 : HY -9 type K copper stone -valve megalugged 20' 21-9- 1 V-6- 4'-W V-9- Ill-& I 2'-W 1 3'-3- tu continuous to main 21 min. - 461 max. 2 ft. megalugs without joints from 8. WE 81 main to meter -megalug 8 \- 6' stone bedding 11 1/4'THRU 90'BENDS main ii 24* select backlill 24" select backfill METER SETTING PARTS WIWIrWill ff 4" stone line meter anleyoke angle check expansion a (see note) (sw note) galv.0 rods over fittings and size size yoke valve valve wheel mew type embedded In concrete thrust blocks. 1' 5/6'x3/4' Y502 BA94-224W HHCA91-323-TV EC-23 curb gutterss.••• -adjustable Street valve box Stone & C-84-34 . . . . . . . stone stone tw be mlnlmun EC-23 . ..... . of ab(ove top of Stone- V 14' - 20' 8 2 36" 1 Y504 BA944"W HHCA944"-TV EC-4 6"x valves block 1-t;g 'iyM rreagalug Concrete- 01 (for valves 12' and larger) 6. 6. 111., WM C84-34 & C84-34 • 6" V 3/4' y503 BA9 1 -323W & HHCA91-323-TV FITTINQ SI E ROD SIZ NO. RODS EMBEDMENT b locator marker 1/2 O.D. 12' & LESS 6 2 3011 thrust block 18" to 24' S LJL INSTALLATION NOTES: concrete Fitting 1:,Vql4up, gith u b1oc%np, vd. 1 r concrete Exact location of motor box assembly r" 0) _11 22.1/2, 4 VERTICAL BE to be approved prior to installation. cz� CONCRETE stoneding 6- - - 1.3 2. Water service crossing street shall be Note: this detail is also CONCRETE CRADLE 8. - 1.1 2.3 encased In 3" dla. SCH40 PVC or M -a used for butterfly valves 10, 1.8 3.7 ... . . . . . .. . . . . . . . . .......... 344-sz�; mechanical joint SDR21 piping. The piping shall run from V) swivel tee with THRUST BLOCKS FOR VERTICAL 12' - 1.2 2.8 55 one foot beyond sidewalk, across the . ....}''{r.......................... C UP BENDS SHALL BE THE SAME 14' 0.6 1.7 3.9 7.6 street, to one foot beyond sidewalk. 1-* 6' branch 0 • NOTE: To be compacted to 95% of ASTM D698 maximum density. AS FOR HORIZONTAL BENDS. 16 0.9 2.3 5.1 - I- X 11- TEE (T444-444) U 18' 1.4 3.2 6.3 - DUAL METER INSTALLATION 2W 2.2 4.5 7.8 - TRENCH & BEDDING CONCRETE THRUST BLOCKING 5/8ux3/4n, 3/4" & 1 METER INSTALLATION GATE VALVE FIRE HYDRANT ASSEMBLY Flgure 1 Figure 2 Figure 5 Figure 8 Figure 9 ko T T L-1 TRZA T WOODEN PANEL R 0 CK CHECK I WIL DA M WITH WATER SEALANT U1 :2 0) STONE CONSTRUCTION ENTRANCE 2 t;'-�� C� Q) SDR 35 spigot SDR 35 spigot by ft 2 ACRES OR LESS OF DRAINAGE AREA: Q bygasketed SDII 21 gaslated 2? bell end bell adapter 70' MIN. EXISTING (.0 ae%tb Is 2' A PAVEMENT at i5:1 -im 1 6" •' ti ,ti a ® FILTER CLOTH 6" MIN MOUNTABLE BERM 3 (OPTIONAL) cast iron cleanout cap with brass plug FILTER having a countersunk square head 3' minimum P.nall. SIDE ELEVATION (OPTIONAL) T I Model PA4SV-CSK (41") SDR 21 gasketed Panella Model PA6SV-CSK (6) EXISTING GROUND SDR 35 8IX4' pipe and fittings SCH 40 finished Rrade (DOWNSTREAM VIEW) gasketed bell wye (see note) solvent 70' MIN. weld cap ♦ T VDOT #1 r property square concrete skid pad B WASHRACK 10' MIN, COARSE AGGREGATE line 2Wx 20'x 12' deep (OPTIONAL) TYPICAL 6' TALL BY 8' WIDE DOG-EARED FENCEA O16* 1 4" stone 10' MIN.. FLOW 3' TRSET 3' DEEP, 12, MIN, 1. x EXISTING PAVEMENT I pipe �SOR 2`1 OPAQUE FENCE DETAIL J 0� location marker 36'min. SDR 35 spigot by N. T.S. cover SDR 21 gasketed Z VDDT #1 POSITIVE DRAINAGE 10, MIN. SOR35 bell adapter COURSE AGGREGATE TO SEDIMENT 2-10 ACRES OF DRAINAGE AREA: stone o'o'o.0o.. B gasketed bell wye TRAPPING DEVICE 00000000000 see note o o" ooa00000*000*�* A. sanitary SDR 35 spigot by o 000 gasketed bell 45' MUST EXTEND FULL WIDTH sewer main SDR 21 bond (see note) OF INGRESS AND EGRESS PLAN VIEW OPERATION Q with 6 A -I AS IkAAL,1E L1, -.1 cl� n �17� ROADWAY T (RADIUS treated 4' 12' MIN. SHOWN T� OE AS top 6' painted green PLANS) I*R C! (RMIJS TO BE AS Q) ----------- SICIVA UN FLANS) 4' pipe at 2.00% 6' stone bedding STID co-il ARADIAL CONEINA ON CURU MU GOTT minimum grade 3* MIN. FILTER CLOTH I Sr'D. CC -EN c) LrJ NOTE A.Where length of service lateral to exceeds 3' MIN. (OPTIONAL)ra X 4'SIDEWA-K; CLASS X3 ;� 6 75'a cleanout assembly shall be furnished at "A' OPTIONAL CONCRETE the property line. it; FLOW LINE 2. If top of sewer main is greater than 15', then (DOWNSTREAM VIEW) z Note: It top of maln Is FILTER CLOTH EXPANSION JOINT WANE" joiNT greater then 15 ft deep wye and bond to be heavy wall SDR35. SECTION A -A --- ;JTE-1 MUIH 'b" 2--1 A3 6 MPPLINE WAT SECTION C-C use heavy wall SDR 35 IHMN ON TYPICAL SECTION. -7" VDOT #1 PLAN VIEW Q cfadlelflop 6' COARSE AGGREGATE of main Is greater concreteCONSTRWT GRACE CHN4GES WITH A PARABOLIC CLIRVIE, U- than 15'deep 4•••. r •I,, r. •' , �� • F • '/•�'Y,nA•:, t";• '4' WHEN TIE ENTRANCE KAOICAMOT AC1XMU0DATL • T AN 119 cQ THE IVRNTI�, REOQMk1,RIS rOR o FAIKLD8,HE4Vf , ­f 3 LWL FLOW IO'PARABOLIC CURVE ­Z` RUAS ""' H 14 F IFE RtDIISHOULDCU'E" wITHIN FIXIF OF SHOULDER OR ASUD TO 7". 3' Olt VIHCl KQ OP'1 - I)Nk FLOW LINE- 6 WHEN ST'D. M-11 I' USED FOR ENTRANCES BUILT I �fIJNFROAO�WAY'-L------- - IN NXIIIIIDH MIN OT 1ROQEGTI.PLEAW D NOTE THE FOLLOMNG, umr, -D XX I-INLIPA: PAVE I"F 3�1. HE COr4SI"UCTEO MN.40'MIN. FOR STREET I LLJ GRAVITY SEWER SERVICE LATERAL SEWER CLEANOUT \ I Qfi to P�E R/W LINE (EXCEPT ANY SUBrRADE Figure 15 Figure 17 ­Y0'DCSIR mIfv-Lq STARILMA71ON KPOWD FOR MAINIINE PAvrvEHr WHICH CAN Or OUTTED 14 ENTRANCE THE ENTRNicE.) ABLE FOR Do REINFORCED CONCRETE DRAIN SPACE SECTION A - A A RAOI CURB OR COIMIWATION CURS CLASS I RIPRAP AICAGLUTIER SHALL T BE CONSTRUCTED LIL't IKE R/W M EXCEPT FUR SECTION B-B GUIDELINES FOR GRADE CH"GE D QHD LND REPLACEVENT "U'VISEN, SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1 SOURCE: VA. DSWC PLATE. 3.20-1 WHEN USED H.CO",NCTION WITH STANDARD ENTRANCE YOL E DESIRA CG--3 OR CG-7 THE CURB FACE SIR 7111 STANDARD 6 TO or ADJUSTED TO UAIW THE "OUMASL IS CURB CONFIGURATION. HIGH IMDRE THAR 1500 VPU) o x s NEC" (3DO-wo vPD) 53 1 sTA4DARo co-ip. FOR cip) RAMP oE�sxm 10 BE USED WITH THS STM)AiD, LOW (LESS THAN 500 YPD) :i a x X K ME TO 9XICATF. WHEN COM�TRUGfION OF A FLOW uNE $3 REOLARED TO PROVIDE PG3MVIE SCHEMA TIC DRUNAM ACROSS THE ENTRANCE. RMICE, PIPE OUTLET CONDITIONS SEDIMENT BASIN SCr-TL. DMIGNAL rLOV&INE MAT REQUIRE WARPVC. OF A C T-T El _DAMS POMION OF GLITTER TO PRECLUDE BONDING OF WATER, TEMPORARY DIVERSION DIKE SPA CING BE T WEEN ELEVATIONS AsKcricATHDN CREST OF EMERGENCY REFERENCE METHOD OF TREATMENT- U) SPILLWAY CONNECTION F(OR STREET INTERSECTIONS 3do (MIN.) EL=754.0' 502 AND CO)MMERCIAL ENTRANCES VMV41A � DEPARTMENT Of! TRAMPORIATION 1-203-.Di- A TOP=754.5' I L THE DISTANCE SUCH THAT POINTS do Compacted Soil A A A 0 EQUALELEVATION 0.5, Seql� and Signatures PIPE OUTLET TO WELL 100-yr EL=753.66' .... DEFINED CHANNEL 18 min. 10-yr EL=753.30' RISER CREST=753.7' .............. -Flow 67 C.Y./ AC, . ....... DEWATERING Up Ili-T H OF ............ ........... ......... hill "DRY" STORAGE DEVICE=753.2' PLAN VIEW ..... .... L a 67 C.Y./ AC. A "WET" STORAGE 1111111111111111001111110111111 milli I BENJAMIN C. > G RY OATES 12" RCP - 16' 0 1% ONITISOMERY -V No. 002331 0 4.5' min. -p No.030342 Q SEDIMENT CLEANOUT POINT XWATER TIGHT CONNECTION BETWEEN 0 i S/�/ d ("WET" STORAGE REDUCED RCP RISER AND RCP. INV. EL.=751.2' ;AIN TO 34 C.Y./ ACRE) F­ EL.=752.7' 2-ACRE DRAINAGE BASIN SECTION A -A FILTERI CLOTH KEY IN 8"-9"; RECOMMENDED FOR ENTIRE PEPMTER 7236 cu.ft. CAPACITY REQUIRED ANAL S U PN DATE: JANUARY 1, 2003 g to alb, NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION POND DESIGN WILL HOLD 10,634 tuft. BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED SCALE: N/A USING PLATES 3.18-3 AND 3.18-4. SOURCE: VA. DSWC PLATE 3.09-1 SOURCE: VA. DSWC PLATE. 3.20-2 SOURCE: VA. DSWC PLATE. 3.14-2 - MODIFIED FOR SITE THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION FILE NO, 0080 LESS THAN 6 INCHES. OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE Source: Va. DSWC Plate 3.18-1 ZONING'ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 4 OF 4