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Home My WebLink About59-08 Welltown United Mem. Ch. - Church - Stonewall - BackfileLEGEND FCSA CONSTRUCTION NOTES VD 0 T GENERAL NOTES VICINITY MAP scale 1 "=1 000' 0 EXISTING FEATURES EXISTING EDGE OF PAVEMENT EX EP EXISTING EDGE OF GRAVEL EX EG EXISTING CURB AND GUTTER EX CG-6 EX. INTERMEDIATE CONTOUR 48 EXISTING INDEX CONTOUR 50 EXISTING SPOT ELEVATION X 50. 0, EXISTING TELEPHONE LINE�sa EXISTING SANITARY SEWER EXISTING ELECTRIC SERVICE EXISTING GAS LINE 1 The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6, When an existing water or forced sewer) main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b) the developer/contractor must: 11 make application and pay deposit. 2, mark the to location. 3. coordinate installation with the engineering -assistant. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance division shall furnish and install all water meter through 2" In size, It is the developer's1contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a) The meter box, with its frame and cover, must properly aligned with the coppersetter. b) The frame and cover shall be set to final grade. c) The distance between the top of the cover and the coppersetter shall be between 18" and 21 ". V1 All work on this project shall conform to the current editions and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal, or local regulations applicable. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern.• V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety & Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules & Regulations. V3. When working on VOOT right -of- way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VOOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road & Bridge Specifications. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private 1public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety oftraffic may be subject to change as deemed necessary by VDOT Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VOOT right-of-way. MA mq �'. r. , ! ggg IMF. t tF AMM Nqltv� i gwgugn gyg, V 0 OR,, N g5gqgg •, -, ��'R ��Efl M _`V NMI', co C\1 3 CO co cr) 0) co W CO OD 66 LO 0 CO ma f < 'A U) -C - - 6 C CO (D EX. 15 RCP EXISTING STORM SEWER EXISTING FENCE LINE EXISTING DITCH LINE EXISTING WATERLINE W/ TEE d) All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. b) An Application for Service must be made and fees paid before work will begin. c) The Authority shall furnish and install 518 ", 3/4 ", and 1 "water services. d) For all 1 112 " and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly, The Authority will V7. If required by the local VOOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VOOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VOOT requires 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the PROJECT INFORMATION Owner Developer Wel/town United Methodist Church Wel/town United Methodist Church 1444 Wel/town Pike 1444 Welltown Pike Winchester, VA 22603 Winchester, VA 22603 Phone - (540) 665-0433 Phone - (540) 665-0433 EXISTING FIRE HYDRANT EX. FH EXISTING WATER VALVE install the meter. e) The Authority will install all sewer laterals. 10. Any water service line must have a backflow assembly (double check valve or RPZ, as required). The assembly Virginia Erosion & Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VOCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and Property Data Building Setbacks Per Code Propose Tax Map Number 32-A-31A Front: 60' 227.7' Address 1444 Wel/town Pike Left Side: 15' 204.6' EXISTING REDUCER EXISTING TREE DRIP LINE must meet ASSE Standard No. 1015 or 1013, 11. All fire lines shag have a fire service meter assembly and a backflow prevention assembly (detector double check valve or a RPZ, as required). The assembly shall meet ASSE Standard No. 1048 or 1047. Any exterior, operation, Deficiencies shall be promptly rectified. V1 0. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction, Area 2.02 acre Right Side: 15, 27. 0' Zoning RA Rear: 15, 74. 0' Legal References Inst #0027583 PROPOSED FEATURES PROPOSED EDGE OF PAVEMENT PROP EP PROPOSED EDGE OF GRAVEL PROP EG PROP. CURB & GUTTER PROP CG-6 PROP, REVERSE CURB & GUTTER LL1,PR0P',C6 ' 11Z -,6)?11Z111 PROPOSED CONTOUR 50 PROPOSED SPOT ELEVATION +2221 privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12. FC5A to review the mechanical plans(s) for design and material approval of. 1) the domestic water meter and its backflow prevention device, and/or 2) the fire service line's backflow prevention device. V11. All water and sewer lines within existing or proposed VOOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shag be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VOOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall .be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VOOT standards and procedures. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street fight -of -way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of all test reports shall be submitted to VOOT daily, unless specified otherwise. Existing Use Church Proposed Use Church Building Data Type of Construction Frame Existing Area 4,092 sf Proposed Addition 720 sf Height Maximum 35 feet Height Proposed 15 feet CZ Q) Q) V) M ") 14- a 3J Q 1q) I I I _Q " N rn -W 4, -W qJ QJ Q) Q) Q) Q) GENERAL NOTES 1. Permits must be issued from VOOT prior to any construction in a public right-of-way, 2. The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way. 3. The contractor will remove all mud and debris from the public right of way that is left by vehicles entering and leaving the site. 4, Any damage to neighboring properties including county roads and sidewalks, caused by the development of this PROPOSED STORM SEWER PROP. 24 ADS - site will be the responsibility of the developer. All damage must be repaired to original conditions. 5. A construction entrance must be installed in accordance with the "Virginia Erosion and Sediment Control V1 5. VOOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. PROPOSED SANITARY SEWER S - S - S Handbook" Section 3,02. The contractor must maintain this access for the duration of the project, PROPOSED TELEPHONE T T T (I - 4- CONDUrr) 6. The contractor will be responsible for adequate and positive drainage of this site, V1 6. The installation of any entrances and mailboxes within any dedicated street right -,of --way shall meet VDOT minimum design standards and is the responsibility of the developer. PROPOSED ELECTRIC (3- 4 - CONDUrr EA) PROPOSED GAS LINE GAS - GAS 7. The contractor will obtain a Land Disturbance Permit prior to any site work or construction. 8. All construction will be done following the laws and guidelines set forth by OSHA and VOSH. V1 7. Prior to VDOT acca-ptance of any streets, all required street signage and/or pavement markings shall be installed by the developeron,, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Co, trot Devices. PROPOSED WATER LINE W W - W PROPOSED WATER METER I -wm PROPOSED FIRE HYDRANT PROP. FH COMMON LABELS & FEATURES PROPERTY LINE OF PROJECT NEIGHBORING PROPERTY LINES - - - - - - EASEMENT LINE PROPERTY CORNER FOUND PARKING SPACE TOTALS ADA HANDICAP PARKING STALL SIGNS 1cr rA SA NITA R Y MANHOLE IDENTIFIER _N 9. The contractor will notify engineer of record of any discrepancies between the approved plans and existing site conditions, 10. The developer is responsible for the relocation of any utilities required by this site plan. 11. All Erosion and Sediment Control devices shown on this site plan shall be installed prior to construction. 12. All controlled fill must be compacted to a minimum of 95% density following Method 'A' of the Standard Proctor ASTM-D698, AASHTO-T99, or VTM-1 as applicable. Any fill placed under buildings, structures, or pavement must be inspected and approved by a professional soils engineer. A geotechnical report supersedes this note if provided. 13. The contractor is responsible for contacting MISS UTILITY prior to any site work. All utilities shown on this plan are approximate locations and not all utilities may be shown. 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, 15. An approved set of site plans must be on -site during the construction process. 16, The contractor will notify all utility companies prior to excavation within easements. 17. The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirtyotherwise days, V18. The developer must provide to the VOOT Residency Office a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of that work. Unit and total prices may be obscured. V1 9. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VOOT Road and Bridge Specifications and V`7`M1 0. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VOOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavement shall be placed in accordance with Section 315 of the VOOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of the test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip, V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT V22, The foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposed foundation elevation to determine the type and condition of the foundation. The contractor shall submit copies of bore hole logs and report findings of foundation exploration to the engineer and VOOT for approval prior Con tact Numbers F",Seals and 51gnatures U Z U ::� LLJ �Ulj U_ - e, sc ct� LIJ zl> UJ ct� LC (f) Engineering Firm: Montgomery Engr. Group, Inc. (540) 869-0308 Surveying Firm: Montgomery Engr. Group, Inc. (540) 869-0308 Zoning Enforcement: Department of Planning (540) 665-5651 Site Inspections: Department of Inspections (540) 665-5650 Erosion and Sediment Control: Department of Public Works (540) 665-5643 Sanitary Sewer and Water: Fred. Co. Sanitation Authority (540) 869-1061 Telephone: Verizon (301) 954-6282 Electric: Alleghany Power (800) 654-3317 Gas: Shenandoah Gas Co. (540) 869-1111 MISS UTILITY.• 1-800-552-7001 VDOT Las g (540) 535-1818 _TH Op ;_A 1- BENJAMIN C. MONTGOMERY No. 03034 FS I �a AL 0 THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION Zoning General Notes DEPARTMENT OF INSPECTION GENERAL NOTES Maximum Environmental Existing Disturbance Proposed Features Acreage Allowed Disturbance Flood lain 0 acres 0% 0% Lakes & Ponds 0 acres 0% 0% Wetlands >1AC 0 acres 0% 0% 1. Exterior lighting will be provided by wall -pack lights attached to the building & fightpoles. 2. All lights will be shielded or directed to prevent glare on neighboring properties. 3. Outdoor trash receptacles will be in an enclosed six (6) foot fence. 4. This project will not disturb any environmental STORM DRAIN STRUCTURE IDENTIFIER M 250 W WALL PACK LIGHTS LOCATION OF TEST PITS to constructing box. Foundation designs shall comply with VOOT Road and Bridge Standard PB-1. Contrary to the Standard, where rock is encountered and cast -in -place box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and;or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V23. Approval of this plan shall expire three (3) years from the date of the approval letter. V24. VOOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. C) LU 1. Building(s) must comply with the Virginia Uniform Statewide Building Code Sections 304 (B-Business), and the International Building CodeI2003. Other codes that apply are ICCIANSI Al 17.1-03 Accessibility and the Usable Building & Facilities. 2. The requirements in IBC mandate either a fire wall (Section 707) or a fire suppression system if height and area limitations are exceeded for the type of construction under Table 507 of IBC. 3. A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for building permits. Plans must show all ingress/egress locations to the exterior per ICCIANSI 117.1-03 and meet requirements of Chapter 17 of IBC. V25. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VOOT's installation criteria. Final approval of guardrail layout to be given by VDOT after grading is mostly complete. Sinkholes 0 acres 0% 0% Natural S. W. 0 acres 10% 0% features as defined by the Frederick County Zoning Ordinance. EROSION & SEDIMENT CONTROL FEATURES INLET PROTECTION 00 OUTLET PROTECTION 80 CHECKDAM -W @ DIVERSION DIKE OD No 4. Maximum slope across handicap parking stalls shall not exceed 2%. 5. NIA 6 - The 2003 International Building Code can be utilized for building design. Retention Areas Steep Slopes >15% 0 acres 25% 0% Woodlands 0 acres 25016 0% 5. The owner will be responsible for obtaining or granting easements shown on this plan. 6. Easements will be recorded and copies sent to the parties involved. 7. All utilities that will service this site must be placed underground. �4 U) �4 11:Z L02 (�) aSITE Cr 0 > U-1 Cr� 0 :5 a3. cz L12 > LU rt U) - � U1_1 � UJ TRIP GENERATION DA TA FIRE MARSHALL GENERAL NOTES NO ADDITIONAL TRIPS FOR ADDITION PLAN APPROVAL .�Vt6 NAME DATE _1'2,1��J- SITE PLAN NUMBER 1, An inspection by the Fire Marshall's office will determine where curbing must be painted yellow. 2. "No Parking - Fire Lane" signs will be placed on the site by the Fire Marshall's direction. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall. 4. Burning brush piles of natural vegetation requires a permit. Burning construction debris is prohibited. 5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed. APPROVALS SP # 59-08 LANDSCAPING NOTES RESPONSIBLE LAND DISTURBER 00 co Q 00 N SILT FENCE W1 WIRE SUPPORT -SF-SF SF SILT FENCE W/O WIRE SUPPORT SF SEDIMENT TRAP CONSTRUCTION ENTRANCE 1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations and utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities, 2. Trees and shrubs shag be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots and be well branched, The planter shall guarantee all plants for one year. 3. Landscaper shall use shredded mulch in all planting beds and around trees, Tags from each plant will be provided to the owner, 4. Landscaping to conform with 165-36B of the Frederick County Zoning Ordinance, Planting Section and Planting Procedures and Maintenance. Plant substitutions will be allowed with the approval of the owner and the Frederick County Planning Department, Frederick Co ty Zoning Administrator Date Count 1- Site Plan approval from VDOT will expire three (3) years from the date of the approval letter. 2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval. 3. The Frederick County Sanitation Authority approval is valid for two years from date of approval. If construction is not in progress at the end of this period, Authority approval shall be void. 4. The Frederick County Department of Public Works approval is not enough to begin site development. The owner/contractor must obtain a Land Disturbance Permit and agree to periodic inspections, shall be void. 5. The Frederick County Department of Inspections approval does not constitute a building permit. Building plans mt be submitted and approved prior to constructing any structure. Furthermore, the site must meet all ADA requirements and be approved by Inspections. NAME: CER TIFICA TION #: EXP. DATE DATE: SEPT.22,2008 1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth in the plans. 2. Note: An on -site pre -construction meeting is required with the Owner, Site Contractor, Public Works, & Designer prior to commencing any site work. 3. The contractor will possess a Land Disturbance Permit prior to any site work or construction. SCALE: N/A sf ILE NO. 08-071 SHEET 1 OF 3 32-A-31 DK RUSSELL & SONS, INC. INST #0006136 ZONED: RA USE: AGRICULTURE 32-A-34A DK RUSSELL & SONS, INC. INST #0027828 ZONED: RA USE: ORCHARD I� __j W U7 � O —`� GRAVEL � i I % _. -- PLAYGROUND » E 333.62 _ � I _.---~ , 5 5p _ gR� ARE CCESSCR' C 74.01' SEPTIC SYSTEM 00s�'USE: B'USINE� REF O - C/ €C 26-_9GD N c� _ wW o ? r- U —USE: EDUCATION 726. 3 726. l I p �F EL 726.90 1 / v0 `�s c� I' U) `\ - BUILDING ADDITION\ ��` aY — �`S : <'a !'26.83 • y " \ \ 26.83 <SE SiDEVALK I " 1 � ` \ �� DETAIL) Lo Ld IT)� 1 "� " b f "mil "�. ` Q ` ` REL CATED PORT, SHED LLJ W \\\ Q < z `V \ lo...A " y.` I !"1LL Q Q I D i 1 1 I O Q _j I m 1 I I y 0 (D l Lei 3 z O \ 723.50 CD P-72231611 Fl Z a �24.69 725.13 N _ C� o \ EX: --SIDEWALK --- a 1:20 MAX SLOPE ' _ —F � ry Q UJ Q- I I NEW CONCRETE LOADING l AREA - SIGNAGE TO BE 723.5 a 6 \ _ j O Q INSTALLED PER DETAIL ° U F ff GRADE THIS AREA AS I __ \ \ D � \ EQUIRED TO MEET L48 - Ih_i p U_ \ SLOPE REQUIREMENT Z Cr Lj, I N a- CY 41. o N J ( Q 32-A IGNS g -31 A o �• N I TEMPORARY W LLTOWN UNITED METHOC)IST SD' ,INST #0027583 D — J a REMOVED ►- X rn / z I o URCH �, , . SE: CHU 00, I i — o N I! ULli / GRAVE DRIVEry i x o __j I_j 0 UL-LJ ' W M —� \ _��— I TF ` \ Q W ---� 1 � � I S8704 '04"W �37-1,32'__-_ -- 15' ACCESS Y STRUCTURE BRL \ \- - - 0 M f GRAPHIC SCALE 20 '40 ( IN FEET ) 1 inch = 20 ft. X-8 IN U j v z Qw QL Lv 4 p W �Q Q O tiQ Ww CL LU �O Q J � z z z 0 4 Qz Seal nd Signature o U) z '�� OPTHop O BENJAMIN C. v W co lz� 00 co MONTGOMERY I o R R �o No.030342 �SSIONAL � DATE: SEPT. 22, 2008 SCALE: 1" = 20' THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK FILE N0. 08-071 COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 2 OF 3 EROSION AND SEDIMENT CONTROL STANDARDS EROSION & SEDIMENT CONTROL NARRATIVE ADDITIONAL BUILDING INSP NOTES U � 3 N O CO C7 co 1, Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is v► 6 o CO reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that Proiect Description Existing building shall comply with The Virginia Uniform Statewide 00 may not be at final grade but will remain dormant for longer than 30 days. Permanent stabilization shall be applied to Building CThe International EitiBildiCdd use ung ode, exsng Building Code and o 0 areas that are to be left dormant for more than one year. This site is located at 1444 We//town Pike. The purpose of this development is group A-3 (Assembly) International Building Code / 2003. Other �► � 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment for the construction of 720 sf addition to an existing building. All other code that applies is ICC/ANSI A 177.1-03 Usable and Accessible ;d' : =•; . 4' OF 3000 PSI •' CONCRETE W/ FIBER trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil PP 9 PP P P rY P P development is existing. No measurable change in stormwater, 9� 9 Buildings and Facilities. ;:.. •'� •� �•� ,' stockpiles on site as well as borrow areas and soil intentionally transported from the project site. Existing Site Conditions Accessible route improvements shall comply with tlhe IEBC 20% 4' OF 21-B COMPACTED TO 95% DENSITY o 2 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent cost. vegetation shall not be considered established until a ground cover is achieved That is uniform, mature enough to survive and will inhibit erosion, The lot is developed with a church building and existing picnic facility, All improvements e SUBGRADE FREE OF ORGANICS �j �/ o 0 o parking and other are existing. & COMPACTED TG 957. DENSITY N s 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be Design Professional licensed in VA shall seal the structural plans a)takes constructed as a first step in any land -disturbing activity and shall be made functional before upstream land disturbance Adiacent Parcels submitted for permit application and special inspection requirements of Chapter 17 of IBC shall apply to this type of TYPICAL SIDEWALK �M a place. SECTION o 4 E The areas adjacent to the property are al/ agricultural uses, structure. (soils, concrete, steel, etc.) o 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. Soils Asbestos inspction shall be required to issuance for NOTES = ono prior permit 6,Sed/meet traps and sediment basins shall be designed and constructed based upon the total drainage area to be The soils types determined from the USDA's "NRCS" shows Frederick-Poplimento change of use permit for the removal of existing shed. Building permit required for demolition of existing structures. SIDEWALK MAXIMUM SLOPE IS 1120. THE served by the trap or basin. loams classified as 14B over the majority of the propertiy and where the MAXIMUM CROSS SLOPE AND SLOPE IN DOOR a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap construction shall be. The area closest to the road is Oaklet silt loam classified ACCESS IS 1�48, THRESHOLD ' MAXIMUM. shall only control drainage areas less than three acres. as #328. b.Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three Erosion Control Programr 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 . Erosion and Sediment controls shall be installed prior to disturbance. Maintain during a twenty-five year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a controls and stabilize upon reaching final grade. 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 General Erosion and Sediment Control Notes (VESH Table 6-1) be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. ES-1. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be constructed and maintained according to 8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or minimum standards and specifications of the V/rginia Erosion and Sediment permanent channel, flume or slope drain structure. Control Handbook and Virginia Regulations 4VAC50-30 Erosion and Sediment Control Regulations. 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 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 m-4 M4NWAP cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. disturbing activity, and one week prior to the final inspection. A"M `87 11.Before newly constructed storm water conveyance channels or pipes are made operations., adequate outlet protection MOM ,mayBE or and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving ES-3. All erosion and sediment control measures are to be placed prior to or as � Sys ON ME eo W channel, the first step in clearing. CONSTRUCTION OF A SILT FENCE °�""'' �r 12. When work in a live watercourse is be (WITH WIRE SUPPORT) °`'D�TO 0000N"T performed, precautions shall taken to minimize encroachment, control ES-4. A copy of the approved erosion and sediment control plan shall be LM sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material maintained on the site at all times. •. sir A z SGPLE R�ICNO TO 1M1E POSi8. shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if Timm PSLM LW U K'°"°'"E "'E Mr armored by nonerodible cover materials. ES-5. Prior to commencing land disturbing activities in areas other than REWAVO 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary indicated on these plans, (including, includin�,but limited to off -site borrow or waste a supplementary erosion control plan to the areas), the contractor shall submit -� �roo- Pm7y, goo Y zr a, 'm vehicular stream crossing constructed of nonerodible material shall be provided. for review and approval by the r owner plan approving authority. 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, ES-6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined .. P) PARIaW SURFAX- 16. Underground utility lines shall be installed in accordance the following in to by the plan approving authority. / ,�,i� � � WMZL SMP lP' I with standards addition other applicable � criteria: �r r / HANDICAP PARKING SIGN DETAIL ES-7. All disturbed areas are to drained to approved sediment control measures MT TO Sa4W a. No more than 500 linear feet of trench may be opened at one time. at all times during land disturbing activities and during site development until a final stabilization is achieved, b. Excavated material shall be placed on the uphill side of trenches. xnXH DE FL= PAW TO IM wry a as cc~ ,,,,E ES-8. During dewateringr operations, water will be pumped into an approved AND COO R WM nW ttOM EMONAUM WC c. Effluent from de watering operations shall be Filtered or passed through an approved sediment trapping device, or filtering device. 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 ES-9. The contractor shall inspect all erosion control measures periodically and after each runoff -producing rainfall event. Any necessaryrepairs or cleanup to V (� stabilization. maintain the effectiveness of the erosion control devices shall be made immediately. / e. Restabilization shall be accomplished in accordance with these regulations. ��01 7cz��'• f.Applicable safety regulations shall be complied with. Frederick County Note: The Public Works and Engineering Department will retain the right to add to G I imor r•7�ii 17. Where construction vehicle access routes intersect or roads, shall be made to minimize the or these during the paved public provisions modify erosion and sediment control measures construction ti transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or the be the Sediment process, within reason, to ensure adequate protection to the public and "- Q '- (6 z public road surface, road surface shall cleaned thoroughly at end of each day. shall be removed environment, onerisM W FMW ko MW WO 7W tea+. 0 P• 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 gum Z (!) FLM FMM kz as to larger land -disturbing activities. W I8.All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or the temporary longer by local - Q (l O�Q V after measures are no needed, unless otherwise authorized the program authority. _ U Q �! Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be stabilized to further J Q J Q permanently prevent erosion and sedimentation, Cr 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion (L! and damage due to increases in volume, velocity and peak flow rate of storm water runoff for the stated frequency Q storm of 24-hour duration in accordance with the following standards and criteria: O J Z z 0 1-4 Q z Seal Signature o z a ti Q O O O �PLT H OF !r > > W roc f2 ° � Cl-' BENJAMIN C. u MONTGOMERY v W I` o oo rn co N a �o No.030342 G� �SSIONAL DATE: SEPT. 22, 2008 SCALE: N/A THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK FILE NO. 08-071 COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING SHEET 3 OF 3 ADMINISTRATOR PRIOR TO CONSTRUCTION. LEGEND FCSA CONSTRUCTION NOTES VD 0 T GENERA L NOTES VICINITY MAP scale 1 "=1 000' >0 U_ 0 EXISTING FEATURES EXISTING EDGE OF PAVEMENT EX EP EXISTING EDGE OF GRAVEL EX W EXISTING CURB AND GUTTER EX CG-6 EX. INTERMEDIATE CONTOUR 48 EXISTING INDEX CONTOUR 50 EXISTING SPOT ELEVATION X 50. 0,b. EXISTING TELEPHONE LINE EXISTING SANITARY SEWER EXISTING ELECTRIC SERVICE EXISTING GAS LINE 1, The Authority's Water and Sewer Standards and Specifications are available at www. fcsa- water, com 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water (or forced sewer) main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b) the developer/contractor must: 1, make application and pay deposit. 2. mark the to location. 3. coordinate installation with the engineering -assistant, 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance division shall furnish and install all water meter through 2" in size. It is the developer's1contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a) The meter box, with its frame and cover, must properly aligned with the coppersetter, b) The frame and cover shall be set to final grade. c) The distance between the top of the cover and the coppersetter shall be between 18" and 21 V1. All work on this project shall conform to the current editions and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal, or local regulations applicable. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govem. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety & Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules & Regulations, 1 /3. When working on VDOT right -of- way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control fiaggers must be certified In accordance with Section 104.04(c) of the VDOT Road & Bridge Specifications, V4. The developer shall be responsible for relocating, at his expense, any and all utilities, Including traffic signal poles, junction boxes, controllers, etc., owned by VOOT or private/ public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT, Any additional expense incurred as a result of any field revision shall be the responsibility of the developer.res V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VOOT right-of-way. R t pm salgogI!,rn g ry �4�lsil _9 R UN R x.gg 32 Mi-41 f.,• rXE INN, - @ :�_g �� g g ,, 57 myg M4. m . a ME. 00 04 Ce) cr) co 9 (0 (0 co co C "r I Lo 0 0 C\1 M C\1 co (D EXISTING STORM SEWER EX. 15" RCP EXISTING FENCE LINE EXISTING DITCH LINE EXISTING WATERLINE W1 TEE d) All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. b) An Application for Service must be made and fees paid before work will begin, c) The Authority shall furnish and install % "1, 314 ", and 1 " water services. d) For all 1 112 " and 2" water services, the Authority shall make the tap and bring the piping to the property line, The contractor shall furnish and install the meter vault assembly. The Authority will V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VOOT requires 48 hours advance notice prior to any required or requested inspection. V9, The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the PROJECT INFO R MA TIO N Owner Developer Welltown United Methodist Church Welltown United Methodist Church 1444 Welltown Pike 1444 Welltown Pike Winchester, VA 22603 Winchester, VA 22603 Phone - (540) 665-0433 Phone - (540) 665-0433 EXISTING FIRE HYDRANT EX. FH EXISTING WATER VALVE EXISTING REDUCER EXISTING TREE DRIP LINE install the meter. e) The Authority will install all sewer laterals. 10. Any water service line must have a backflow assembly (double check valve or RPZ, as required). The assembly must meet ASSE Standard No. 1015 or 1013. 11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector double check valve or a RPZ, as required). The assembly shall meet ASSE Standard No. 1048 or 1047. Any exterior, Virginia Erosion & Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V1 0. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. Property Data Building Setbacks Per Code Proposed Tax Map Number 32-A-31A Front: 60' 227.7' Address 1444 Welltown Pike Left Side: 15' 204.6' Area 2.02 acre Right Side: 15' 27,0' Zoning RA Rear: 15' 74.0' Legal References Inst #0027583 PROPOSED FEATURES PROPOSED EDGE OF PAVEMENT PROP EP PROPOSED EDGE OF GRAVEL PROP EG PROP, CURB & GUTTER PROP CG-6 PROP, REVERSE CURB & GUTTER L1117PROT PROPOSED CONTOUR 50 PROPOSED SPOT ELEVATION +2221 privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12. FCSA to review the mechanical plans(s) for design and material approval of. 1) the domestic water meter and its backflow prevention device, and/or 2) the fire service line's backflow prevention device. V11. Al! water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points, V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shag be immediately brought to the attention of the engineer and VDOT Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VOOT representative prior to placement and fill. Where CBR testing is required, a VOOT representative shall be present to insure the sample obtained is representative of the location, When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum tnoisture for the full width of any dedicated street fight -of -way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of all test reports shag be submitted to VOOT daily, unless specified otherwise. Existing Use Church Proposed Use Church Building Data Type of Construction Frame Existing Area 4,092 sf Proposed Addition 720 sf Height Maximum 35 feet Height Proposed 15 feet 44 Q) 14, 4� �i N re) -W 4� &, Q) GENERAL NOTES 1. Permits must be issued from VOOT prior to any construction in a public right-of-way. 2. The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way. 3. The contractor will remove all mud and debris from the public right of way that is left by vehicles entering and 9 leaving the site. 4. Any damage to neighboring properties including county roads and sidewalks, caused by the development of this PROP. 24 `ADS -� PROPOSED STORM SEWER ...... ris _ site will be the responsibility of the developer. All damage must be repaired to original conditions. 5. A construction entrance must be installed in accordance with the "Virginia Erosion and Sediment Control V1 5. VDOT Standard CD and UD underdrains shag be installed where indicated on thesie plans and/or as specified by VDOT. PROPOSED SANITARY SEWER S - S - S Handbook" Section 3.02. The contractor must maintain this access for the duration of the project. PROPOSED TELEPHONE T T T (I - 4-CONDUIT) 6. The contractor will be responsible for adequate and positive drainage of this site. V1 6. The installation of any entrances and mailboxes within any dedicated street right -.of --way shall meet VOOT minimum design standards and is the responsibility of the developer. PROPOSED ELECTRIC (3- 4-CONDUIT EA) PROPOSED GAS LINE GAS - GAS 7. The contractor will obtain a Land Disturbance Permit prior to any site work or construction. 8. All construction will be done following the laws and guidelines set forth by OSHA and VOSH. V1 7. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VOOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. PROPOSED WATER LINE W W - W PROPOSED WATER METER (3) 1 -wm PROPOSED FIRE HYDRANT PROP. FH COMMON LABELS & FEATURES PROPERTY LINE OF PROJECT NEIGHBORING PROPERTY LINES EASEMENT LINE PROPERTY CORNER FOUND PARKING SPACE TOTALS ADA HANDICAP PARKING STALL SIGNS SANITARY MANHOLE IDENTIFIER 9. The contractor will notify engineer of record of any discrepancies between the approved plans and existing site conditions. 10. The developer is responsible for the relocation of any utilities required by this site plan. 11. All Erosion and Sediment Control devices shown on this site plan shall be installed prior to construction. 12. All controlled fill must be compacted to a minimum of 95% density following Method A'of the Standard Proctor ASTM-D698, AASHTO- T99, or VTM-1 as applicable. Any fill placed under buildings, structures, or pavement must be inspected and approved by a professional soils engineer, A geotechnical report supersedes this note if provided. 13. The contractor is responsible for contacting MISS UTILITY prior to any site work. All utilities shown on this plan are approximate mate locations and not all utilities may be shown. 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. 15. An approved set of site plans must be on -site during the construction process. 16. The contractor will notify all utility companies prior to excavation within easements, 17. The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty days. V18. The developer must provide to the VDOT Residency Office a list of all material sources prior to the start of construction, Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of that work. Unit and total prices may be obscured, V1 9. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader, Density 9 will be determined using the density control strip in accordance with Section 304 of the VOOT Road and Bridge Specifications and V7 M- 10, A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VOOT daily, unless specified otherwise. In addition to checking stone depths, a VOOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20.Asphalt concrete pavement shall be placed in accordance with Section 315 of the VOOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VrM-76. A certified compaction technician shall perform these tests. Certified copies of the test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified' and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thitty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. The foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposed foundation elevation to determine the type and condition of the foundation. The contractor shall submit copies of bore hole logs and report findings of foundation exploration to the engineer and VOOT for approval prior Contact Numbers' Seals and Slanatures U C� Z U (f) Cr �x -_J s C 0� �j Q LV Z) o Liz U) Engineering Firm: Montgomery Ergr. Group, Inc. (540) 869-0308 Surveying Firm: Montgomery Engr. Group, Inc. (540) 869-0308 Zoning EnfoLcement: Department of Planning (540) 665-5651 Site Inspections: Department of Inspections (540) 665-5650 Erosion and Sediment Control: Department of Public Works (540) 665-5643 Sanitary Sewer and Water., Fred. Co. Sanitation Authority (540) 869-1061 Ltle Shone: Verizon (301) 954-6282 Electric: Alleghany Power (800) 654-3317 Gas: Shenandoah Gas Co. (540) 869-1111 MISS UTILITY: 1-800-552-7001 VDOTLas 2 - - (540) 535-1818 pTH op vo BENJAMIN C. MONTGOMERY -0 P- No. 030342 Z 0 AL 0 THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION Zoning General Notes DEPARTMENT OF INSPECTION GENERAL NOTES Maximum Environmental Existing Disturbance Proposed Features Acreage Allowed Disturbance Floodolain 0 acres 0% 0% Lakes & Ponds 0 acres 0% 0 1yo Wetlands >1AC 0 acres 0% 0% 1. Exterior lighting will be provided by wall -pack lights attached to the building & lightpoles. 2. All lights will be shielded or directed to prevent glare on neighboring properties. 3. Outdoor trash receptacles will be in an enclosed six (6) foot fence. 4. This project will not disturb any environmental STORM DRAIN STRUCTURE IDENTIFIER 250 W WALL PACK LIGHTS LOCATION OF TEST PITS @ to constructing box. Foundation designs shag comply with VOOT Road and Bridge Standard PB-1, Contrary to the Standard, where rock is encountered and cast -in -place box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and;or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V23. Approval of this plan shall expire three (3) years from the date of the approval letter. V24. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. 1. Buildin (s) must comply with the Virginia Uniform Statewide Building Code Sections 304 (B-Business), and the 9 International Building Code12003. Other codes that apply are ICCIANSI Al 17.1-03 Accessibility and the Usable Building & Facilities, 2. The requirements in IBC mandate either a fire wall (Section 707) or a fire suppression system if height and area limitations are exceeded for the type of construction under Table 507 of IBC. 3. A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for EROSION & SEDIMENT CONTROL FEATURES INLET PROTECTION lP OUTLET PROTECTION ®Op CHECKDAM @ DIVERSION DIKE OD5. SILT FENCE W1 WIRE SUPPORT -SF SF -SF SILT FENCE W/O WIRE SUPPORT (5 SEDIMENT TRAP building permits. Plans must show all ingress/egress locations to the exterior per ICCIANSI 117.1-03 and meet requirements of Chapter 17 of IBC. 4. Maximum slope across handicap parking stalls shall not exceed 21yo. 5. NIA 6. The 2003 International Building Code can be utilized for building design, FIRE MARSHALL GENERAL NOTES V25. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of guardrail layout to be given by VDOT after grading is mostly complete. Sinkholes 0 acres 0% 0% Natural S. W. 0 acres 10% 0% Retention Areas Steep Slopes >15% 0 acres 25% 0% Woodlands 0 acres 25% 0% features as defined by the Frederick County Zoning Ordinance. 5. The owner will be responsible for obtaining or granting easements shown on this plan. 6. Easements will be recorded and copies sent to the parties involved. 7. All utilities that will service this site must be placed underground. U) Ul QCL k cl� 0 lu�lcqrt Q� ti z C4 �Zl �N UJ ct cl� L11 ck� TRIP GENERATION D-A. T, 4 NO ADDITIONAL TRIPS FOR ADDITION SITE PLAN APPROVAL AME 1) M DATE_2/V?_A0 SITE PLAN NUMBER _J� -6c$ 1. An inspection by the Fire Marshall's office will determine where curbing must be painted yellow, 2. "No Parking - Fire Lane" signs will be placed on the site by the Fire Marshall's direction. 3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall, 4. Burning brush piles of natural vegetation requires a permit. Burning construction debris is prohibited. 9 Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed, APPROVALS SP # 5 _9 8 LANDS/`A L..,O"PING NOTES RESPONSIBLE I AND DISTURBER L_rn 5 Q I'D N 1. Miss Utility must be contacted prior to planting, Advise engineer of record of any conflicts in planting locations and utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities, 2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots and be well branched. The planter shall guarantee all plants for one year. 3. Landscaper shall use shredded mulch in all planting beds and around trees, Tags from each plant will be provided to the owner, den' County Zoning Administrator Date 1. Site Plan approval from VOOT will expire three (3) years from the date of the approval letter. 2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval, 3. The Frederick County Sanitation Authority approval is valid for two years from date of approval. If construction is not in progress at the end of this period, Authority approval shall be void. 4. The Frederick County Department of Public Works approval is not enough to begin site development. The NAME: CER TIFICA TION #: EXP. DATE DATE: SEPT. 22, 2008 1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth in the plans, SCALE: N/A CONSTRUCTION ENTRANCE CE 2. Note: An on -site pre -construction meeting is re uired with the Owner , Site Contractor , Public Works , & Designer prior to commencing any site work. 3. The contractor will possess a Land Disturbance Permit prior to any site work or construction. 4. Landscaping to conform with 165-36B of the Frederick County Zoning Ordinance, Planting Section and Planting Procedures and Maintenance. Plant substitutions will be allowed with the approval of the owner and the Frederick County Planning Department. owner/contractor must obtain a Land Disturbance Permit and agree to periodic inspections, shall be void. 5, The Frederick County Department of Inspections approval does not constitute a building permit, Building plans m, be submitted and approved prior to constructing any structure. Furthermore, the site must meet all ADA requirements and be approved by Inspections. sf ILE NO. 08-071 SHEET 1 OF 3 32-A-31 DK RUSSELL & SONS, INC. INST #0006136 ZONED: RA USE: AGRICULTURE 32-A-34A DK RUSSELL & SONS, INC. INST #0027828 ZONED: RA USE: ORCHARD W fjj, lE GRNVF—L LAN 3612 — �\ b �S933 �� f - _.. _- ----- -- 479 c-T R R��_____-_ 1 r w�] r I I LJ cL w CO Q OLij Q i 3 i O CN NI! i N I TEMF SIGN`. Q- L i REMC I 0 o 00 t oa � cV w C I, i Ilia l i I I r� be b� b� b` �b __---`-RELOCATED P❑RIT. SHED i tog 01 J m n y0 L Li C) U 0 X 10 k 0U f Q 1 k � \41L D \ ' . LIJ Z cc cc I f 0 )RARY TO B �_ --- d(EDr U GRAVE I DRIVE U0 , o� Li I 1I I PLAYGROUND SEPTIC SYSTEM C� O O s USE: ' U SI N E�5 � C/ .� F'F--EL�2F�90� � U LL! i N } ! C.—USE: EDUCATION ,726.33 ' 726. 0 js c� I CL I�F EL 726.90 1 BUILDING ADDITI❑N aY...-_ �' ids' , • 726.83 a 2 .83 EW SIDE -WALK Y \ \ (SEE DETAIL) 1p ILI b \ 726.1�0 �� J c3 \` Q b~ r� Lit � \ \�' � < \b �0\ } b _4 � 0 o i z + � V) b � a<< o �� U-1 0-00<L 0 _ m LJ Ld 723.50 c 23.16 ! � % 725.13)'V El 24.69 N E��StIIEWALK NEW CONCRETE LOADING' s d 1: 20 MAX SLOPE AREA - SIGNAGE TO BE � 723.5 ( �� INSTALLED PER DETAIL � EGRADE THIS AREA AS _1 O EQUIRED TO MEET 1148 - -~---- SL❑PE REQUIREMENT -- —� d 1 _— CD � 32-�`-31 A W LLTOWN UNITED METHOC')IST I INST #0027583 � � f ZONED: RA USE: CHURCH W X Ld I-- - r � , C < i \Y STRUCTURE BRL GRAPHIC SCALE 20 -'40 ( IN FEET ) 1 inch = 20 ft. D I -80 AR N V j V CL M �LLJ ~ C) OcY o Z p W ,Q U � QLLJ UQ O 0CL j C) a Z � U) O Lij c) c) 4z. � o Q U) Z g z Seal nd Signature � O a O 0 T H OF BENJAMIN C. v MONTGOMERY W o co ofco �O No.030342 p �� < �SSIONAL DATE: SEPT. 22, 2008 SCALE: 1" = 20' THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR FILE NO. 08-071 CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 2 OF 3 EROSION AND SEDIMENT CONTROL STANDARDS EROSION & SEDIMENT CONTROL NARRATIVE ADDITIONAL BUILDING INSP NOTES U 3 N c CO :! co 0 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is q a rn reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that co CD may not be at final grade but will remain dormant for longer than 30 days. Permanent stabilization shall be applied to Project Description Existing building shall comply with The Virginia Uniform Statewide 0 Building Code, The International Existing Building Code and use 0 v areas that are to be left dormant for more than one year. lzr v This site is located at 1444 Welltown Pike. The purpose of this development is group A-3 (Assembly) International Building Code / 2003. Other 4' OF 3000 PSI 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment for the construction of 720 sf addition to an existing building. All other code that applies is ICC/ANSI A 177.1-03 Usable and Accessible• trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil development is existing. No measurable change in storm water, Buildings and Facilities. ;:.• ..:.,•„ CONCRETE W/ FIBER 0 stockpiles on site as well as borrow areas and soil intentionally transported from the project site. 4' OF 21-B COMPACTED o Existing Site Conditions Accessible route improvements shall comply with the IEBC 20% PYO-M TO 95% DENSITY 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent cost. vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to The lot is developed with a church building and existing picnic facility. All �� survive and will inhibit erosion, p g g p y vvq SUBGRADE FREE OF ORGANICS � ` 0 parking and other improvements are existing. & COMPACTED TO 95/. DENSITY � 0 N r 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be Design Professional licensed in VA shall seal the structural plans a ro constructed as a first step in any land -disturbing activity and shall be made functional before upstream land disturbance Adjacent Parcels submitted for permit application and special inspection TYPICAL SIDEWALK �A Q 3 takes place. requirements of Chapter 17 of IBC shall apply to this type of SECTION �� 0) 0 The areas adjacent to the property are all agricultural uses. structure. (soils, concrete, steel, etc.) U 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. Soils Asbestos inspction shall be required prior to permit issuance for NOTESi m change of use permit for the removal of existing shed. Building r 6.Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be The soils types determined from the USDA's "NRCS" shows Frederick-Poplimento permit required for demolition of existing structures. SIDEWALK MAXIMUM SLOPE IS L20. THE served by the trap or basin. loams classified as 148 over the majority of the propertiy and where the MAXIMUM CROSS SLOPE AND SLOPE IN DOOR a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap construction shall be. The area closest to the road is Oaklet silt loam classified ACCESS IS 1+48. THRESHOLD h' MAXIMUM. shall only control drainage areas less than three acres. as #32B. lihhh� 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 if 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 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 in this manner. This provision shall apply to individual development lots as well as to larger land -disturbing activities. 18.A11 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: Erosion Control Program e Erosion and Sediment controls shall be installed prior to disturbance. Maintain controls and stabilize 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 4VAC50-30 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. ES-4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. ES-5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the 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 by the plan approving authority. ES-7. All disturbed areas are to drained to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. ES-8. During dewatering operations, water will be pumped into an approved filtering device. ES-9. The contractor shall inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. Frederick County Note: The Public Works and Engineering Department will retain the right to add to or modify these erosion and sediment control measures during the construction process, within reason, to ensure adequate protection to the public and environment. x PARMW JIXY !I Im a HAND/CAP PARK�INGG SIGN DETAIL MUO V V Q ® OLQ �C UJ Q ® � J 6.�, LQ L) LC (1) O J W z Z z 0 Lo Q Q Seal Signa tore z O 4a, p a p OO �PLT H OFUJ W f ° C2 � o BENJAMIN C. y MONTGOMERY o o 0 0 N po No.030342 q � o �� .� G �SSIONAL. 'E DATE: SEPT. 22, 2008 SCALE: N/A THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK FILE NO. 08-071 COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING SHEET 3 OF 3 ADMINISTRATOR PRIOR TO CONSTRUCTION. I cD rn �i p O co LEGEND FCSA CONSTRUCTION NOTES V® T GENERA L NOTES VICINITY MAP Scale 1 "=1000' L EXISTING FEATURES EXISTING EDGE OF PAVEMENT EX EP EXISTING EDGE OF GRAVEL EX EG EXISTING CURB AND GUTTER _ EX CG 6 EX. INTERMEDIATE CONTOUR 4 8 INDEX CONTOUR ,-. ,..}.. EXISTING SPOT ELEVATION X .�0.c, EXISTING TELEPHONE LINE u -. _. _ --�- . �.� - .� ,xe=.., .mwo..ae+A.., .«:w....m .w.+.,rmwss,..:.w�m EXISTING SANITARY SEWER EXISTING ELECTRIC SERVICE -- --- ------- ---- --- - EXISTING GAS LINE --- --- --� . - 1. The Authority's Water and Sewer Standards and Specifications are available at www. fcsa water, coin 2, The water and sancta sewer onion of these laps are valid for two ears from date of FCSA approval. sanitary P P Y PP 3, The contractor shall adhere to the standards and specifications in effect at the time of construction. 4. T contractor shall coordinate with and arrange for inspection b the Authority. The a 9e P Y, tY 5. The contractor shall tie-in a new sewer line to an existingmanhole b core drilling the manhole. Y 9 6. When an existingwater or forced sewer main is tapped for the installation of a new tine: ( ) PP The i shall II labor n material. a) T Authority s a a abo and a b) the developer/contractor must: 1, make application and deposit. 2, mark the tap location. . installation 3. coordinate installation with the engineering -assistant. 7. i r to coordinated with the Authority's Inspector. Exact locations of water and sewer services on new lines are be s Y P 8. The Authority's maintenance division shall furnish and install all water meter through 2" in size. h' g r ��++ thehavethe �yy �/ �+�+ Ali correctly. It �rl. t//e developer's/contractor's responsibility �® r/aYG i0/6 meter box a�7s7e�b®®ld installed 6,®rrTm Q+{.® i Before a permanent meter is installed: P a) The meter box, with its frame and cover, must properly aligned with the coppersetter. b) The frame and cover shall be set to final grade. c) The distance between the top of the cover and the coppersetter shall be between 18"and 21 ... VI, All work on this project shall conform to the current editions and latest revisions to the Virginia Department of Transportation VDOT Road and Bridge Specifications and Standards the Virginia Erosion and Sediment Control P (VOOT) 9 P 9 • Regulations, and an other applicable state federal or local regulations applicable, In case of a discrepancy o 9 Y PP 9 PP P Y conflict between the Standards orSpecificationsand Re ulations the most stringent shall govern. et a 99 V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety &Health Administration (OSHA), and Virginia Occupational Safety &Health (NOSH) Rules &Regulations. V3. When working on VDOT right -of- wa all traffic control whether permanent or temporary, shall be in accordance with the current edition of VOOT s Work Area Protection Manual. Furthermore, gill traffic control flaggers must be certified in accordance with Section 105.14(c) of the VOOT Road & Bridge Specifications. V4. The developer shall be responsible for relocating, his expense, an and all utilities, including traffic c signal poles, 'unction boxes controllers etc. owned b VDOT or private public utility companies, It is the sole P , j Y P P Y P , . . . . . . . . . responsibilityof the develo er to locate and identi utility facilities or items that may be in conflict with the identify P � �' Y proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. onsibili P h'• V5. regulations, and control or safety of traffic may be subject to Design features relating to field construction, regulat o s, c y y j chap e a ssa b VDOT. An additional expense incurred as a result of an field revision shall g s deemed necessary Y Y P Y be the responsibility of the developer. • V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. az '°- ra ._ ,,.. ;• y .. ,.> . `. �y.ye'.":5 H rr. ,t'=..,+ j ,#, _s3 - 3: - x s.., 7 "p -e%> t • .£",)t - .. , z,}'.fi ,a aY�.„ ;R'... ..* „x. -` Y`••X. ' ` : .... `%s ; 3{ x, ":5 Y. . _ , , � >F r " � ..� ,.. �: ,�,,, . � ,�, . � {. ;� ...x. .. a ,.. fi3.. , ,�a.?... .. 4i s r �} , ,,... , ' , h 'fin „ k .• � '"�` ,., „ �' �:` .. }r .. _ ,. `� �€ fix, '.Y . .: - •.. a^r.: :,, 'r..,,�. . .r' .. .. ... ,.,. 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'K 'x`. _ t ,. r '7 .. 4 , ., A d . ..{F . , , ,M . w .;• � • �, ,, ,.. -�. �: - n �� .�. n=fr :�, � 'µ N y :� rtk� ;,. r�>s ys ��{ �� ,��, �� '� .' .. ,. ,a;,.. t .�... •..: . '' • .. • . �' xY. r-..4 i F:Yitj 4j " z ; u",7f r IY'. .r.1 .wrrk :, a{ '..:' ., "?, .. fi. i-v�.' `',F;,.€'. .-ter°. `. ,x. f..•':. ;". ,e 5": O C7 "� o o , E w rn CD co 00 -, o 0 V 't Lo � ..- N N> oEXISTING C° � N � N N �'' - iv Q � � a N 4--t� �- � � � /� V. a Ua o c c - � a) r EXISTING STORM SEWER EX. 15" RCP �� - -- - EXISTING FENCE LINE -- - - - -- - - -- -- EXISTING DITCH LINE EXISTING WATERLINE W/ TEE d) All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant, b) An Application for Service must be made and fees paid before work will begin, s 3 �� c) The Authority shall furnish and install /8 , /4 , and 1 water services. d) For all 1 1/Z " and 2" water services, the Authority shall make the tap and bring the piping to the property line, The contractor shall furnish and install the meter vault assembly. The Authority will V7. If required b the local VOOT Residency Office a pre -construction conference shall be arranged and held b the q y y u y engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work, V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VOOT requires 48 hours advance notice prior to any required or ,requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3,02 of the PR O.1 ECT INFORMATION Owner Developer High Up Dairy Mart, Inc. Always Green Garden Center, LLC 2118 N Frederick Pike 3016 N. Frederick Pike Winchester, VA 22603 Winchester, VA 22603 Phone - (540) 667-2942 c c a °` ° a o t v 'n p Z.PROPOSED 4 m a) °i e c a, c .c 4Q a,11) M o,� aU 0 � ` o V O U �, (a -ri io ti � � � .,., o C j,, O 0 �° Zt � 4 W 14 o, T+ N M a Ln kON F.., 4. a,, -W 4Q 4Q -W 'A' w ( a� v ni v v 0 EXISTING FIRE HYDRANT p8q EX. FH EXISTING WATER VALVE ~° _ -~ - F - -° EXISTING REDUCER EXISTING TREE DRIP LINE PROPOSED FEATURES PROPOSED EDGE OF PAVEMENT PROP EP EDGE OFGRAVEL PROP EG PROP. CURB & GUTTER PROP CG-8 PROP. REVERSE CURB & GUTTER 1 ,� PROP ,CG-SR f PROPOSED CONTOUR 50 PROPOSED SPOT ELEVATION + 22� PROPOSED STORM SEWER PROP. 24" ADS PROPOSED SANITARY SEWER S S S PROPOSED TELEPHONE T T_ 'F-- (I - 4-CONDUIT) PROPOSED ELECTRIC (3. 4"CONDUIT EA) PROPOSED GAS LINE GAS GAS install the meter, e) The Authority will install all sewer laterals. 10. Any water service line must have a backflow assembly (double check valve or RPZ, as required). The assembly must meet ASSE Standard No. 1015 or 1013, 11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector double check valve or a RPZ, as required). The assembly shall meet ASSE Standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have afire service meter. This assembly shall be installed immediately before the backflow prevention unit, Radio read remotes are required. 12. FCSA to review the mechanical plans(s) for design and material approval of, 1) the domestic water meter and its backflow prevention device, and/or 2) the fire service line's backflow prevention device. Virginia Erosion & Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VOCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction, V11, All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VOOT representative prior to placement and fill, Where CBR testing is required, a VOOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VOOT standards and procedures. V14, All roadway fill, base, subgrade material, and backfrll in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications, Certified copies of all test reports shall be submitted to VDOT daily, unless specified otherwise, ViS. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VOOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer,or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. Property Data Building Setbacks Per Code Proposed Tax Map Number 42-A-253A Front: 5058' Address 2122 N Frederick Pike Leff Side: 0' 118' Area 2.94 acre Right Side: 0' 158' Zoning B2 Rear: 0' 93' Legal References Inst #070003561 parking Setbacks Per Code Proposed Front: 5' S` Existing Use Vacant Left Side: 5' 270' Right Side: 5' 35' Zoning Data Rear: 5' i29' Open Space Minimum 15% = 19 177 sf Open Space Proposed 86% = 109,632 sf Use For Parking Unit Space per Sg, Ft Calc, F.A.R.Maximum 1,0 Garden Center 864 sf 1 per 400 sf 2 FA. R. Proposed 0.06 P Nursery 17,152 sf 1 per 3000 6 Building Data Type of Construction 2C - Block/Metal Loading Space: 864 sf 1 per 10, 000 sf 1 Proposed Use Garden Center Total Parking Spaces Required 8 Proposed Area 864 sf Pr. Parking Spaces 16 Height Maximum 35 feet Height Proposed 20 feE� _ - ' # of Handicap Spaces Required 1 Handicap Spaces 1 , Si1 s Required Freestanding Sign Area Allowed I SD sf Pr. gn Data # of Loading SpacesLoadSpaces 1 Freestanding Sign Area Proposed 150 sf Sign Height Allowed .. 25 feet Sign Height Proposed 25 feet Sign Setback 10 feet Sign Spacing 100 feet GENERALNOTES 1. Permits must be issued from VDOT riot to an construction in a public right -of- wa P YY 2. The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way. 3. The contractor will remove all mud and debris from the public right of way that is left by vehicles entering and leaving the site, 4. Any damage to neighboring properties including county roads and sidewalks, caused by the development of this site will be the responsibility of the developer. All damp a must be repaired to original conditions. P Y9 PPr. 5. A construction entrance must be installed in accordance with the "Virginia Erosion and Sediment Control Handbook" Section 3.02. The contractor must maintain this access for the duration of the project. 6. The contractor will be responsible for adequate and positive drainage of this site. 7. The. contractor will obtain a Land Disturbance Permit prior to any site work or construction. 8. All construction will be done following the laws and guidelines set forth by OSHA and VOSH. PROPOSED WATER LINE W W W PROPOSED WATER METER 1'°WM PROPOSED FIRE HYDRANT p& PROP. FH COMMON LABELS & FEATURES PROPERTY LINE OF PROJECT ®. ® - ® NEIGHBORING PROPERTY LINES - - �-- EASEMENT LINE PROPERTY CORNER FOUND Q PARKING SPACE TOTALS 12 ADA HANDICAP PARKING STALL SIGNS �- SANITARY MANHOLE IDENTIFIER STORM DRAIN STRUCTURE IDENTIFIER 1 250 W WALL PACK LIGHTS LOCATION OF TEST PITS 9. The contractor will notify engineer of record of any discrepancies between the approved plans and existing site conditions, 10. The developer is responsible for the relocation of any utilities required by this site plan. 11. All Erosion and Sediment Control devices shown on this site plan shall be installed prior to construction, 12, All controlled fill must be compacted to a minimum of 95% density following Method A' of the Standard Proctor ASTM-D698, AASHTO-T99, or VTM-1 as applicable. Any fill placed under bus/dings, structures, or pavement must be inspected and approved by a professional soils engineer. A geotechnical report supersedes this note if provided. 13. The contractor is responsible for contacting MISS UTILITY prior to any site work. All utilities shown on this plan are approximate locations and not all utilities may be shown. 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. 15. An approved set of site plans must be on -site during the construction process, 16. The contractor will note all utility companies prior to excavation within easements. notify Y P P 17. The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left far more than fifteen days. V18. The developer must provide to the VDOT Residency Office a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of that work. Unit and total prices may obscured. V19, Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined usingthe density control strip in accordance with Section 304r of the VDOT Road and Bride y P g Specifications and VTM-10, A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavement shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications, Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of the test reports shall be submitted to VDOT daily, unless s ecified otherwise. A VDOT representative shall be notified and even the opportunity to be y' P P g PP ty present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for i e culverts the p p rty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for p g P 9 approval prior to placing pspe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT, V22, The foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposed foundation, elevation to determine the type and condition of the foundation. The contractor shall submit copies of bore hole logs and report findings of foundation exploration to the engineer and VOOT for approval prior to constructing box. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Contrary to the Standard, where rock is encountered and cast -in -place box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and;or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V23. Approval of this plan shall expire three (3) years from the date of the approval letter. V24. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. Contact Numbers ,.l Seals ales(,/ Signatures LU W � ` V '�L� W LU 0 Q C ua Z tea( cc cl�0 rn O V � V j Q aC O �C U L- d vUQ r ^ `+ 1 Q Engineering Firm: Montgomery Engr. Group, Inc. (540) 869-0308 Surveying Firm: Montgomery Engr. Group, Inc, (540) 869-D308 Zoning Enforcement: Department of Planning (540) 665-5651 Site InsgeCdons: Department of Inspections (540) 665-5650 Erosion and Sediment Control: Department of Public Works 540 665-5643 P ( ) Sanitary Sewer and Water. Fred. Co. Sanitation Authority (540) 869-1061 Telephone: Verizon 301 954-6282 ( ) Electric: Alleghany Power (800) 654-3317 Gas: Shenandoah Gas Co. (540) 869-1111 MISS UTILITY: 1-800-552-7001 VDOT Insp (540) 535-1818 PLTHop Aar Lr� G` 2 BENJAMIN C. y MONTGOMERY -o rY WE p APPROVALS No. 030342 iv O� r/1 = F �� 1� �`� T`E ? S SIONAL �� p��q R9�M��8 THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES, ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. z®�%/�l �je%ie�„C�l Notes DEPARTMENT ie INSPECTION GENERAL TES Maximum Environmental Existing Disturbance Proposed Features Acreage Allowed Disturbance Floodplain 0 acres 0% 0% o 0 Lakes &Ponds 0 acres 0 /0 0 /o o o Wetlands >1AC 0 acres 0 /0 0 /0 1. Exterior lighting will be provided by wall -pack lights attached to the building & lightpoles. 2, All lights will be shielded or directed to prevent glare on neighboring properties, 3. Outdoor trash receptacles will be in an enclosed six (6) foot fence. 4. This project will not disturb any environmental 1. Building(s) must comply with the Virginia Uniform Statewide Building Code Sections 304 (B-Business), 311 (S-Storage) , & 306 (F-Factory) and the International Building Code/2003. Other codes that apply are ICC/ANSI A117,1-03 Accessibility and the Usable Building & Facilities. 2. The requirements in IBC mandate either a fire wall (Section 707) or a fire suppression system if height and area limitations are exceeded for the type of construction under Table 507 of IBC. 3, A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for EROSION & SEDIMENT CONTROL FEATURES INLET PROTECTION JP OUTLET PROTECTION 0Op CHECKDAM CD DIVERSION DIKE DQ O SILT FENCE W/ WIRE SUPPORT-sF--sF--sr- wF SILT FENCE W/O WIRE SUPPORT SF _ SEDIMENT TRAP ST building permits. Plans must show all ingress/egress locations to the exterior per ICC/ANSI 117.1-03 and meet requirements of Chapter 17 of IBC. 4, Maximum slope across handicap parking stalls shall not exceed 2%. 5. A greas%il seperator shall be installed if a floor drainage system is installed within the repair area. 6. The 2003 International BuildingCode can be utilized for building design. 9 9 V25. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of guardrail layout to be given by VDOT after grading is mostly complete. Sinkholes 0 acres 0% 09/0 Natural S. W. 0 acres 10% 0% Retention Areas p p o 0 o Stec Slopes > 15 /0 0 acres 25 /0 0 /a Woodlands 0 acres 25% 0% features as defined by the Frederick County Zoning Ordinance. 5. The owner will be responsible for obtaining or granting easements shown on this plan. 6. Easements will be recorded and copies sent to the parties involved. 7. All utilities that will service this site must be placed underground. W2. 4; ,O a Q CV o O > w p w ct C� O W TRlP GENE TI N ®A TA �y FIRE MARf�ALL GENERAL NOTE DATA TAKEN FROM THE I, T, E, MANUAL 7th EDITION NURSERY (817) AVE 105.84 PER ACRES X 0.41 AC = 44 VPD's (Ent. 8 Additional new) EXISTING CONVENIENCE STORE (853) EXIT AVE 489.88 PER 1000 SF X 2400 SF = 1176 VPD's (Ent. 8) TOTAL VPD'S ENTRANCE 8 = 1220 1. An inspection by the Fire Marshall's ofce will determine where curbing must be painted yellow, "No Parking - Fire Lane" signs will be placed on the site by the Fire Marshall's direction, 3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall. 4. Burning brush piles of natural vegetation requires a permit. Burning construction debris is prohibited. 5. Emergency vehicle access must be provided at all times, Fire hydrants will be always be left unobstructed. 9 Y P Y Y APPROVALS SP 67"' ®U /' �/' NOSCA- IN NOTES ESPO SIBLE LAN® DISTURBZK E" Q Q o obi ON rn M M 1, Miss Utili must be contacted rior to lantin Advise en sneer of record of an conflicts in lantin locations and h' P P 9• 9 Y P 9 utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities. 2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots and be well branched. The planter shall guarantee all plants for one year. 3. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided to the owner, F e erick Count Zoning Administrator Date Y 941 1, Site Plan approval from VOOT will expire three (3) years from the date of the approval letter. 2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval. 3. The Frederick County Sanitation Authority approval is valid for two years from date of approval. If construction is not in progress at the end of this period, Authority approval shall be void. 4. The Frederick County Department of Public Works approval is not enough to begin site development. The NAME: CERTIFICATION #; ESP" ®ATE DATE: AUG 19, 2008 1, The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth in the plans. SCALE: N/A CONSTRUCTION ENTRANCE CE 2. Note: An on -site re -construction meeting is required with the Owner Site Contractor Public Works & Designer P g q g prior to commencing any site work. 3. The contractor will possess a Land Disturbance Permit prior to any site work or construction. 4. Landscaping to conform with 165-368 of the Frederick County Zoning Ordinance, Planting Section and Planting Procedures and Maintenance. Plant substitutions will be allowed with the approval of the owner and the Frederick County Planning Department, owner/contractor must obtain a Land Disturbance Permit and agree to periodic inspections. shall be void, 5. The Frederick County Department of Inspections approval does not constitute a building permit. Building plans must be submitted and approved prior to constructing any structure, Furthermore, the site must meet all ADA requirements and be approved by Inspections. FILE NO. 08-0b7 SHEET 1 OF 7 EQUIP SHED 338 SF �•` ; • 877 ac \ ` `10 .0 C� SIP ED -o �: --'� .V`6 ,�j FF - GRAVEL DRIVE \\ i 47 GRASS / 1 INV 677.8\•``` _ `\ v 9 GRASS 12' SCN4Q PNC CID % + 10' SPILLWAY EL $97 \ \ Co '.._ \ \ 877.9 c3t0 878 �__ `♦ 1 8'g c9 I GRASS 42-A-244 ELLEN BARNHART, TRUSTEE D.B. 787, PG. 212 ZONE: RA USE: VACANT 1/' 42-A-254 TRUSTEES OF THE CURCH OF GOD AT WINCHESTER D.B. 787, PG. 1351 ZONE: RA USE: CHURCH � D s 6�2 N83'00'31 "W ` 28.79' aO' co ci7 \ Lai \ I \ \ HI Ur DAIRY MART, 2122 N . r < I I o VT/ INST.\` 070003561 to x i' f' °yam \ V ZONE:'2 ! o� ��--, sAT. d 2.935 ACRE :,, \ I (Z (� co 1` S l \ 0 SEASONAL GREENHOUSES P, o t7 \ 8 6,480 of f % I 70 I I A fC 0 VxV i __— = AND i t '}�� C o _ \ GRASS P LOT 1 Q f `\ �, j l I S Y FRA►NE �s o Q P - f �' 4?'K ` 1 � � I \� - vENIEN� Cave' Pum g82.5 CaNC 19 ----Z�71— ESMT. I - 1 ,/ �� 'ro Brr�L� +�/ 4GRASSf i 0 / II UT 2 TCaV. I;� a,tC. p �u p �a, W'��07of q.`1 `'f - LOT 1\ �. ....... GRASSs___\ �, s I 1 42- A- 253 Av 5IARMART c.CANOPY_ QHIGH �. st INST. #070003561�� . 8� ZONE: B2 ASPHALT \ .. aP iALT `� ----------`_..,.`_.r--- ASPHALT _x - _ --5� _�_ 1.93 -ACRES � .sas_i' �- _- - - -m--- - _ _ 2 _ _ _ p� 1Ai _ L.•. TP' --•., :, YYY - . 5 w rc.c.±.-....a..,.,,...m..-.,..w._..,.v..- - --'*.. NG —~— _ e. �3 �'.. • ' j _ __ _� �T�?vi:._... �p TRANCE A �RI r Tu ' 3913 t S `'�—wn�r ro� j � _ 8$ �,2 Noz� cc-��Fv�AL_LctGAnot� os i `ASS ENTRANCE ---..� REQUIREMENT TO BE PER VDOT -` / ASS �m '?�F_ - - _..._-.✓._._J 6 `/ pJ�3 �@ E4 „STDP>; GE era / a4• siaP ana — -- _ 9 INSPECTOR AND/OR ENGINEER CCr7 RAVE' FLOW LINE REQUIRES WARPING OF A ` - - G Ex �'�J FLOW LINE REQUIRES`WARPING 01 - "��_` -PORTION-OE_ THE GUTTER TO PREVETI7 �SWNLT IIu1DE• _ u i PORTION OF THE GUTTER TO PRE PONDING'OF•. NATEB__zi:� IQIJ ED AREA - (s'" vn,rvam cv<r.. aae.vssex; ...v•,•. e - .ttss i' m sr.. n•..,..,..... ,�, .....,,..-..•...s - -�'' •-""�. .: ,. THE PONDING OF WATER G \\ MOLL ASPNN.T 4•'W= SOLID LDE �•-4• VMTE Mart SKIP LDE !ml ASVFIALi .— c \ EXISTING STRIPING TO REMAIN �EZQSTDIG CENTER LVE� — _� — t — — — — - — SEE NPR SEE VP-e c;c_ __ — _— —17+0= -- cn, ------ = ---------;4-PG.->---------- - - I�Vn InoVVI`1t! L.r1l`1CJ / SIGHT DISTANCE 1000'+ — — — — FxuTn+e ihltm+ SaID WE � � � �� rS r I 42-A-247 ROUTE 522 1 — NORTH FREDERICK PIKE - ROBERT H JR. & RITA M HESTER 42-A-246 l 0008076 RONALD L & CHERYL A LINEWEAVER R/W VARIES ZONE: RA 0008075 USE: RESIDENCE ZONE: RA USE: RESIDENCE 12.00' 26.00' EP (LOCATION VARIES) 2% SLOPE 2% SLOPE — . 1.5" SM-9,5A ` 5" j BM-25.0 � (CROWN LOCATION TO FOLLOW EXISTING) TYPICAL ROAD SECTION / /~ GRASS/ \/ GRAVEL. DRIVE \ GRASS \~ % \ 1 r MUL STORA ENN/S \ 0,8 of LO AL TYP 42-A-253 GARDEN Qj 884.50 ✓ �r 1104 CG-7 UD-4 UNDERDRAIN (SEE DETAIL) NOTE: PAVEMENT DESIGN SHOWN IS PRELIMINARY, FINAL PAVEMENT DESIGN MUST BE APPROVED BY VDOT PRIOR TO CONSTRUCTION AND WILL BE BASED ON ACTUAL FIELD CBR TESTS OR MATCHING EXISTING PAVEMENT CORE DATA WHICH EVER IS GREATER, GRAPHIC SCALE 40 0 20 40 80 160 ( IN FEET ) 1 inch = 40 ft. GRAVEL EXISTING STRIPING TO REMAIN — CD a00 R'fl-i�d0(lD-CANE'— Nn �/� �GHT DISTANCE 1000'+ w U LL co N O CO Co co * O Cn co CO 00 O � O U .3 O LO Olt E CD N N Z ` Q N 0 c p E C o DO § 0 o c 0 ti Lu o Seal and Signature LTH OFV > > W �2 ° � � o BENJAMIN C. v W MONTGOMERY I` o o rn �0 No, 030342 �4"J� p N sS ZONAL DATE: AUG 19, 2008 SCALE: 1" = 40' THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR FILE NO. 08-067 CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 2 OF 7 EROSION AND SEDIMENT CONTROL STANDARDS EROSION& SEDIMENT CONTROLNARRATIVE ADDITIONAL BUILDING I SP NOTES U � U_ CIJ (o' or X ! C) CO 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is RESEM d) w reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that Protect Description N 94Y HE PL4= CO o may not be at final grade but will remain dormant for longer than 30 days. Permanent stabilization shall be applied to OF 3� 7 Nq C) 0 areas that are to be left dormant for more than one year. This site is located on Rte. 522N of Winchester. The purpose of this All required egress shall be handicap accessible and shall meet err >� vto 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment development for the construction of a 864 sq. ft. garden center with 6,400 sq. travel distance as required in Chapter 10 IBC. LM trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil ft, of seasonal green houses. This development also has parking and drive 0 stockpiles on site as well as borrow areas and soil intentionally transported from the project site. aisles for access. The disturbed area is 2.5 acres. Special inspection requirements of Chapter 17 of IBC; shall this type of structure (soil, concrete, steel, etc.). apply to REOLWO 8 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 Existing Site Conditions PEW7y $100- e AXY 1• law tr � tv C survive and will inhibit erosion. Restroom faculties are available 250 away at adjacent The lot is undeveloped and vacant. The existing vegetation is composed of store. Availability included in land lease. convenience TOW -ANY ZOW `" i 0 .2 o L 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be grasses and weeds. ZQ constructed as a first step in any land -disturbing activity and shall be made functional before upstream land disturbance takes place. Adiacent Parcels snot oo� a o 1 E 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation, The areas adjacent to the north is an existing conveniance store. The areas to P0S"' HANDICAP PARKING SIGN DETAIL C U 6 C o CO south and west are undeveloped. The area to the east acrross rte. 522 is (iw�r rotb 6. Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be residential. WSP-11 AND STP-1 served by the trap or basin. eanrFnURE FAR USING JABLES FOR ST__ANAARDS Soils PANEL t t. SELECT MINIMUM MOUNTING HEIGHT TO BE USED (5'-0" OR 7'-09. Al " ARFA OF xwt A2 • AREA OF SIGN PAhU 2 a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap A . AREA OF SIGN PANEL s shall only control drainage areas less than three acres. The soils types determined from the USDA's "NRCS" shows Frederick-Poplimento H . D FR RANI ' looms classified as #14B and #14C. These soils are predominately dark brown 2, DECIDE ON NUMBER OF POSTS TO BE USED (SINGLE, TWO OR THREE). Ftta)gCN PANE(.2 ' ` LAE 7 WGN IZEF &4M P6T b.Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than ore ual to three p g q silt loams over clay and offers 'moderate' erosion hazards. Capacity of the most t, 2, 3, Y p y 3. CALCULATE THE AREA OF EACH SIGN PANEL (A A A An). H r1A1. [xSTq�� FRWa ' � Ltd TNRDUGH acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic limiting layer to transmit water is moderately high to high (0.57 to 1.98 in/fir). 4. CALCULATE THE CENTROIDAL DISTANCE FOR EACH SIGN PANEL (HpHg ,Hs ,..Him ). yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin THE CENTROIDAL DISTANCE IS THE VERTICAL DISTANCE FROM THE REFERENCE during a twenty-five year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a Erosion Control Program POINT ON THE GROUND LINE TO THE CENTER OF EACH SIGN PANEL. bare earth condition or those conditions expected to exist while the sediment basin is utilized. 5. CALCULATE THE CENTROIDAL DISTANCE (H) FOR THE ENTIRE SIGN PANEL A 3 7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to . x H +... /M x I'll (A t x H t + A2 x H2 + A3 s and Sediment controls shall be installed prior to disturbance. Maintain GROUPitrols be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing controls and stabilize upon reaching final grade. "® (A 1+A2 + A3 + measures until the problem is corrected. 6. ENTER THE APPROPRIATE TABLE BASED ONT Genera/ Erosion and Sediment Control Notes (VESH Table 6-1) 8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or THE MINIMUM MOUNTING HEIGHT SELECTED IN STEP 1 "H" A permanent channel, flume or slope drain structure. ES-1. Unless otherwise indicated, all vegetative and structural erosion and PICK THE POST SIZES) TO BE REVIEWED, AND ENTERING WITH THE $n VALUE CALCULATED IN STEP 5, READ THE MAXIMUM AREA UNDER THE SIZE t sediment control practices will be constructed and maintained according to OF POSTS SELECTED IN STEP 3. IF THE TOTAL AREA OF SIGN PANEL(S)TO g" 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. minimum standards and specifications of the Virginia Erosion and Sediment TABLE(S)BE, THERTED SI E IOFLESS THE POST(SRWILTHAN OOL BE UAL SATISFACTORYTHATN IN THE - 10. Al! storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water Control Handbook and Virginia Regulations 4VAC50-30 Erosion and Sediment cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. Control Regulations. �;��,� (SEE oTE�' NOTES: 3' MIN. 12:1 12:1 .3' MIN 11.Before newly constructed storm water conveyance channels or pipes are made operations., adequate outlet protection ES-2. The plan approving authority must be notified one week prior to the REFERENCE POINT FOR CALCULATING CENTROIDAL DISTANCE(S), and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving FOR SINGLE POST* ON GROUND LINE AT INTERSECTION OF POST pre -construction conference, one week prior to the commencement of land FOR TWO -POSTS, ON GROUND LINE, HALF -WAY BETWEEN POSTS CG-6 CG-6 channel, disturbing activity, and one week prior to the final inspection. FOR THREE POSTS, ON GROUND LINE AT INTERSECTION OF CENTER POST 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 ES-3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. SPECIFICATM ' PROCEDURES FOR CALCULATING CENTROID 1v=r• shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if ROAD ,M EIRM STxrovms armored by nonerodible cover materials. 701 AND TOTAL SQUARE FOOTAGE OF SIGN PANEL REVtSWN DATE ME1 OF t ES-4. A copy of the approved erosion and sediment control plan shall be ET VrRGINIA WARTMENT OF TRANSPORTATION 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a maintained on the site at all times. temporary vehicular stream crossing constructed of nonerodible material shall be provided. ES-5. Prior to commencing land disturbing activities in areas other than 14, All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. indicated on these plans (including, but limited to, off -site borrow or waste STP-t FOUNDATION DETAILS Moo areas), the contractor shall submit a supplementary erosion control plan to the POSTS SHALL BE REMOVABLE 15. The bed and banks of a water course shall be stabilized immediately after work in the watercourse is completed, owner for review and approval by the plan approving authority. FROM CREµTE HAS SET w � SM POST • q y �� ! SQUARE rIrBE ON �T 1. H/C SPACES MAY NOT EXCEED A 1:48 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable ES-6. The contractor is responsible for installation of any additional erosion SEE DETAIL A I2- x 12 GAUGE ° oSIGN sw am EE Now NO. SLOPE. criteria: POST control measures necessary to prevent erosion and sedimentation as determined 2 BOLTS S� B0.� , SD: DETAS. B 2. RAMP BUILT TO VDOT CG-12 STANDARDS. a. No more than 500 linear feet of trench may be opened at one time. by the plan approving authority. -; `.: ` 3. WHITE STRIPING SHOULD BE 3" WIDE. 4. H/C SIGNS TO BE SET 3° BEHIND SIDEWALK b. Excavated material shall be placed on the uphill side of trenches. Rmom SUMNE ES-7. All disturbed areas are to drained to approved sediment control measures I • S 0 i ; , W. T ANCHOR SLEEVE OR MOUNTED TO BUILDING IF POSSIBLE. Effluent from de be filtered through trapping device, .• zwt Posr at all times during land disturbing activities and during site development until �' e m DETAIL B �' n i CONSTRUCTION OF A SILT FENCE c. watering operations, shall or passed an approved sediment or both, and discharged in a manner that does not adversely affect flowing streams or off -site final stabilization is achieved. '•�• StaEVE o a CORNER BOLTCONCRM ryT /rP �}•.�r T /}/� SUPPORT) WIRE ®Ri) (WITH R.L.I property. d. Material used for backfillin trenches shall be properly compacted in order to minimize erosion and promote 9 P P Y P P stabilization. CONMTE ES-8. During dewatering operations, water will be pumped into an approved �� •:': 1 filtering device. �i + a'W CLAW A3 • // JL L / Vi i 1, ser s AND A 4W z 8VA9 way �e�artc TO Pam ' ALM 7W UW Pam e. Restabilization shall be accomplished in accordance with these regulations. ES-9. The contractor shall ins ect all erosion control measures periodically and DETAIL A P P Y after each runoff -producing rainfall event. Any necessary repairs or cleanup t000asAnONs SION POST TO BE fNSTALLED ON SUP BASE IN ACCORDAJICE f.Applicable be maintain the effectiveness of the erosion control devices shall be made V safety regulations shall 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 immediately. SIGN PANEL ATTACHMENT DETAILS Frederick County Note; CORNER BOLT /� 1 -- Jill Q W public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed NYLON WASM from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be SQUARE sMy� The Public Works and Engineering Department will retain the right to add to or �4 x3t/s HEx IGN modify these erosion and sediment control measures during the construction NEnD &T W/FLAT _ ' p allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well to larger land process, within reason, to ensure adequate protection to the public and W PR1Tr- q p p W'S'� /W as -disturbing activities. WAD NOTES: _ loem ®\ 18.All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or p rY Y SION PANEL NYLON WASHER SHALL BE yre" TH= , , WITH AN OUTSIDE DI TER OF N AN INE DIPMETER OF Ya"'• � ( (x)RtlER BOLTS SHALLL BE %� IAA cARNifAGE FrEAD ELT WITH sERRATf(S-FLAFNOE NUT. 4 ® (, �+ after the temporary measures are no longer needed, unless otherwise authorized by the local program authority. Design Professional licensed in VA shall seal the structural plans TOP OF SIGN PANFL SHALL BE FLUSH T}EEM SQURE TSUBE SIGN POSIT TO ANCHOIt Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be WITH THE TOP OF THE POST. submitted for permit application and special inspection requirements of SLEEVE OR SLIP BASE. MUM1W M1ER FAM TO IM 1K 4. MCOU MV COMP r IM V) permanently stabilized to prevent further erosion and sedimentation. SKttd P,GFI. DESIGN SHALL BE IN ACCORDANCE Chapter 17 of IBC shall apply to this type of structure. (soils, concrete, WITH ST`NOMM 5PO-5 FDW Mb EX1EiO R NM TIE ilM+c1L 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion steel, etc.) q`' % MT SKCIMATION `Li LQ `s 1 and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency OAD AND STANDARDS SQUARE TUBE SIGN POST Q C Eli storm of 24-hour duration in accordance with the following standards and criteria: T 2 OF a REVISION DATE VIRaNA DEPARTMENT OF TRANSPORTATION TOD Illl q Liz ADDITIONAL VDOT NOTES �•.. '�- Page 6H-(2 2003 Edition AMOW/ ALWAYS GREEN GARDEN CENTER Page 6H-76 2003 Edition ®e Notes for Figure 6H-4---Typical Application 4 Notes for Figure Stormwater Management Analysis Short -Duration or Mobile Operation on Shoulder Shift on Freeway --Typical Application 36 Lu Lane shift of F am im d December 8, 2008 Guidance: Guidance: 1. In those situations where multiple work locations within a limited distance make it practical to place 1. The lane shift should be used when the works ace extends into either the right or left lane of a divided stationary signs, the distance between the advance warning sign and the work should not exceed 8 km P 8h FtA.lt7! FABIIIC (5 mi). highway and it is not practical, for capacity reasons, to reduce the number of available lanes. 2. In those situations where the distance between the advance signs and the work is 3.2 km (2 mi) to 8 km Z. When a lane shift is accomplished by using (1) geometry that meets the design speed at which the Proposed Management (5 mi), a Supplemental Distance plaque should be used with the ROAD WORK AHEAD sign. permanent highway was designed, (2) full normal cross-section (full lane width and full shoulders), and ttr�E Option: (3) complete pavement markings, then only the initial general work -zone warning sign is required. A new stormwater management structure shall be constructed utilizing a 12" diameter outlet and 3. The ROAD WORK NEXT XX km (MILES) sign may be used instead of the ROAD WORK AHEAD 3. When the conditions in Note 2 are not met, the information shown in the typical application should be employed and all the following notes apply. - a 10' spillway. The first part of the report summarizes the predevelopment runoff rates. This is sign if the work locations occur over a distance of more than 3.2 km (2 mi). followed by the post -development hydrographs and Pond Report. 4. Warning signs may be omitted when the work vehicle displays high -intensity rotating, flashing, Standard; t = RM &0" y G oscillating, or strobe lights if the distance between work locations is 1.6 km (I mile) or more, and if the 4. Where temporary traffic barriers arc installed, the ends of the barrier shall be treated in work vehicle travels at vehicular traffic speeds between locations. accordance with the provisions of Section 6E81. R F'•1 Summary 5. Vehicle hazard warning signals may be used to supplement high -intensity rotating, flashing, oscillating, or strobe lights. 5. A warning sign shall be used to show the changed alignment. Predevelopment runoff rates Standard: Guidance: Two-year Q= 12.46 cfs 6. Vehicle hazard warning signals shalt not be used instead of the vehicle's high -intensity rotating Y 6. Where the shifted section is longer than 180 m (600 ft), one set of Reverse Curve signs should be used to flashing, or strobe lights, ��/ �� r% C/�� r� (,� J I , Q Z Q� oscillating, Ten-year Q= 17.62 cfs show the initial shift and a second set should be used to show the return to the normal alignment. If the 7. Han arrow panel is used for an operation on the shoulder, the caution mode shall be used. tangent distance along 100-year Q= 26.30 cfs g g the temporary diversion is less than 180 m (600 ft), the Double Reverse Curve �. 4 sign should be used instead of the first Reverse Curve sign- Tice second Reverse Curve sign should be omitted, K rc o Post -development runoff rates offsite Two-year Q= 4.47 cfs 7. if a AY IN LANE sign is used; then solid white lane lines should be used. op Q U- O Ten -year Q= 6.34 cfs 100-year Q= 9.52 cfs Page 6H-40 Standard - 2003 Edition 8. The minimum width of the shoulder lane shall be 3 m (10 ft). Vj C•i Q W tY LU W Cr. 9. For long-term stationary work, existing conflicting pavement markings shall be removed and f Runoff rates routed through thDetention Pond Notes for Figure 6H-18-Typical Application 18 temporary markings shall be installed before traffic patterns are changed. e Two-year Q= 6.62 Lane Closure on Minor Street Option: p � BENJAMIN C. (� T�' LU cfs Ten-year Q= 10.39 cfs Standard; 10. For short-term stationary work, lanes may be delineated by channelizing devices or removable pavement markings instead of temporary markings. M O NTGOM E RY -p �" Q O \ O \ O O pavement 100-year Q= 15.83 cfs 1. This TTC shall he used only for low -speed facilities having low traffic volumes. 11. Three Lane Reverse Curve signs may be used in place of the Reverse Curve signs. ALL LANES THRU Option: supplemental plaques may be used to emphasize the that all lanes shift and no lanes are closed. No. 030342 14/rY 0 q N N Total Post development point 12. If be directed lanes. � runoff rates 2. Where the work space is short, where road users can see the roadway beyond, and where volume is low, the shoulder cannot adequately accommodate trucks, trucks may to use the travel 13. The barrier in this typical is that be to lane for a long- S ICE I lJ t Two-year Q= 10.50 cfs vehicular traffic may be self-regulating. shown application one method may used close a term project. SS �t� IONA Ten-year Q= 16.33 cfs Standard: 100-year Q= 25.06 cfs 3. Where vehicular traffic cannot effectively self -regulate, one or two faaggers shall be used as Guidance: L DATE: AUG 19, 2008 illustrated in Figure 6H-10. 14. The use of a barrier should be based on engineering judgment. Option: option: SCALE: N/A Stormwater Management is achieved. 4. Flashing warning lights and/or flags may be used to call attention to the advance warning signs. 15. Type C Steady -Bum warning lights may be placed on channelizing devices and the barrier parallel to FILE NO. 08-067 5. A truck -mounted attenuator may be used on the work vehicle and the shadow vehicle. the edge of pavement for nighttime lane closures. THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING SHEET 3 OF 7 ADMINISTRATOR PRIOR TO CONSTRUCTION. SILT FENCE CULVERT INLET PROTECTION .R. L�. OPTIONAL STONE COMBINATION ,O ,r RM 4~ aauRIM AW= alum VM Skudua Mw*U =4 v.. DIM FILM &08-1 INLET PROTECTION NOTE; SILT FENCE USED AS INLET PROTECTION IS NOT ALLOWED IN FREDERICK COUNTY, CONTRACTOR MUST INSTALL THE OPTIONAL STONE ARC AS SHOWN, STONE CONSTRUCTION ENTRANCE 7W ma FILI CUM""' if WLj S�IDE ELEVATION say 16 t�, « _qj. s SECTION A —A ir WM SECTION g—B i+= CIM (WUMAQ - (DOWNTUM V11M 2-10 ACRES OF DRAINAGE AREA: VM bn Cam Acmes ft" I FEW PLATE. 3.20-1 fth 3X-11 15� 42—A-244 ELLEN BARNHART, TRUSJ D.B. 787, PG. 212 ZONE: RA USE: VACANT DETAIL 1 DETAIL 2 I DETAIL 3$ f 8 ec-i sS S JG�,IN[N WA 7bLUI WN A -A JCA:IIVN A -A NW. 35 +—s _ w■ s �. NOTES: T t.-+ L 00 ML�TTLE lNE HSTIILATIW6, OWNSION S IS TO OWERN THE PROTECTION DO s ✓ OIfTSIDE TIE CHANEL MOTH !H). 2' 0°NrE Er KCCTrwN 9AsPE.°E`o ONNN TTHE MAIM CMSTa °CTrI0Nn6 ro BBC IN °ADJ�h�E WITH DETAL 2 SWAIN ABOVE. d Z �O,0AICCEfN H°THE BE SSnCTr_AnOt&.POER CLASS MT. NO [ WTEaIN.s @i A. S pAVETER OF g7iCU.M CIAVERT OR sP,W ION BO% ELLS•TICOI OR ARCM CILVERT. fC TOCTILE I, O ETER OF CVIC{A.IR UAVERT pt XSE/NE%MT fdR 80%, EILPTICIL OR ARLH I SECTION B-B t USE TYPICOL SECT ON SMOWN 04 PLANS FOR SOE S OoE gTTW WIDTH ANO DEPTH OF OVI"L OR MATCH E%ISTPIO DITCH OR IUTRAL GROIARD. TYPE OF OUTLET PROTECT)M HATEMAL .MQVEI.00 YE (FOR CE9GN STORM) Nh'9AL 'T- (NCHES) CLASS Al CLASS N ORY RPRAP 8 f CLASS I CLASS I DRY RPRM " CLASS S E C DRY RWRAP re P. iB OORET PROTECTION WNLVJY I.ENOTM U 21 TYPE A INSTALLATION ]H �� TYPE B NSTNLATION M CULVERT OUTLET PROTECTION VRCM EEPARTYEHT OF TRA WMTATICN DETAIL MODIFIED FOR THIS SITE TEMPORARY SEDIMENT TRAP Construct rip rap check dam in an arc 5' from Inlet. Height to be 121, Place rip -rap around the base and a layer of #57 over the rip -rap. Contractor is responsible for maintaining the structure and Inspecting after each rainfall. 88oso' 8001' 100 yr 879.85' 10 yr 779.71' 2 yr 8790' SpUlway 74� 12, PVC -Z.- 877A90' - Inver , -\` \/\\ j SEE STORM WA TER ANAL YSIS %; SHEET 3 SEE E & S NARRA TI VE w SHEET 3 RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION #: EXP. DATE 1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth in the plans. 2. Note: An on -site pre -construction meeting is required with the Owner, Site Contractor, Public Works, & Designer prior to commencing any site work. 3. The contractor will possess a Land Disturbance Permit prior to any site work or construction, Seeding Schedule (per section 3.32 of VESH) 1.)Topsoil will be spread at a minimum depth of 4". 2.)Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 lbs per 1000 square feet (2 tons per acre), 3,)Fertilize with 10-10-10 at a rate of 23 /bs per 1000 square feet (1000 /bs per acre). 4,)Seed mix will consist of 67% Kentucky 31 Tall Fescue and 33% Red Clover, 5.)Straw mulch will be applied to all seeded areas at the rate of 3500 Ibs per acre and anchored with cutback, or i s applied a a rate of 200 gallons per acre. emulsified asphalt app ed t g Seal and Signature CL rLU� J V ULI C) Z z~ z W c� W LLj � W �M O ,z z � owc Q C Q Uj J Q 0 ti LLJoa�CL J x Q 0. P. 0 �PLT H OF BENJAMIN C. v W W MONTGOMERY �o No. 030342 IO E NAL DATE: AUG 19, 2008 SCALE: 1" = 40' THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK FILE NO. 08-067 COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING SHEET 4 OF 7 ADMINISTRATOR PRIOR TO CONSTRUCTION. 01RECT 110UNi-_--_-"-.F;rR `• I - r �' 16" (406 mm) WALL PACK (Fl��iLr l.nce tr�i 1 �• I- o: rum Te-_ �,� � rsct�^•ri r f (v artL I o1a•1un o:) l�� Via. nest aJ w v �i a» L.T \olds c.ydw ... _ uax»wsw In1a: u,urv.v1 �- wrw.,mra Dour aawaeh muai� rases aaa STANi IFETFLiWJOE N 1TY23ELi1Z7n'saw4a71 E E1.at MI11 t". (WA 40M r� tax -2CQW PSV1t YldGxO�(aZ�tl T 120rET1/a4N lu. mur y) - SRF Fush71%Amm•t'>7tm' _ rx 75P.Y 1?SY,Y 7J6"S,j_fjbj_, 1~f20Y _.._ v ! Aw*y uMl Fxcm :C Q rr.N/vsuN I,ry63z�1(e) _ z vn faW 8u'wi n,cta»a rYAva•e cobm: 3.MrWH tn%3s{e1(t)., a7 z7ne.,`w c. _ -sP EmmaltndxW-MV) --C 2 4tR.ETN, MAtIOEYtJ%7Sil e) 2 20SV (PSwN d Pantry sway nx f7X7Caeh 1>oGt hl t]SWNH W4lTtW - -.. 46W Iva 1Rlr�ttiC2_ -tr,a 2TY NEI WIl42S.L.K?t. ! 347V •4xaapity '� V Fla•PM�rbaratelefL•cYF.n•c•arim} rri P 4C3W Fdl Ntia4>faKO cv.e-go vh .ut � «a erw "aya -.-. - ---.- _. ItGiI PNEf6URE SCOW :a2i,r..roue xaa aauaers .maevai[sx Sptt2N lrt snye Vca{.-s>Ytlnty S.^.M stir 25T4 t1P8 ._- N'G52'01" -.. s12C 400Yd 1ffis W054Na•b) , W.- >t�4 ei^t�rcr. FWu"` altar mct;W-Dasu UTp. ExCfll eOea4ul ° uuSh feaWTS a! E rna! 4 ft4 """r'nsr"' 320- 400W PWI( av1406W kill Otte the aroi'pin ,r wth ned-lm Dtomv etra-dubte E028 reduced er Tl pe hmp. Pu4s , fed peeaie topcoat p a:dng eve i;eQ res MM �. parcEanaluxed 4' -ra'od scr¢,sShe9-typo to comsim uttwuoa dedrade•Jog and Wag Pzx lum:n9m for YlD lurW Maly lamplwldar slot wft.l deo-to, wWl ahraslon TMfmish is eovead t; ou S-n. andxad Housing It sea, Jess trod 314 4 t p Iocd g feature Rdurn re9uve a 1wr A.0d warrant/. ak m: ' fi wd wN t- 0188' (5 mm) mM!mwn 15M lampxaN , Ind .1w All ,,I' a kiss and steel irouno.r9 seen rnlh npasl swages are Xgh-pov.2r tador and - - seainp •._hvrs. Two 172 colka t op dNt, "'t1c ro"o g cvmt lyia: US 4.E89.7n9 5,451,843 prwild for we Eupply. Lets vi 5?ftwxt(2 tv PS7AH1 ."I'If df a r pld d'.etxs aAxriu'T frame ZW 4XW PSh1H „ .1 tiO4iTXd rWmemp,ed 0,4m UnV _� as•., ,a :. S 9 1 6 u-Aco boxxmj, CWA_- Costal,mAaaoP 30-tt0untocr,!ws Jkto 200-400W PSWI IMW-40CVz1rskfoH cueanrmeUlsurc150-250W AILL FLNFRtt-f6 __NP°Jufrhu_adm.elandaf 5tw)d - .,..- � .'.D,71'l FIPS 811.10 SrUx Ba. ue xaaD,e lul emDado•d 1-t In pP,7e0 �1a WN riisbcw.eS � wxrete surface (oualt Standby. RsNg and P1wla00ytl s a re trot"I'ahlewm ANSI lamp ra1104 loll supPW..d tiSlD'a dCrv7 ,wZWd:d mt W m l XIMPiN, UL Lzs d n the US ad Canada for wet location and wwvle daImired IP65 par IEC 529 alld I.0 598. 9201 WaSmnglM AAA F.Kine. MWLSh 5113,3-3U2. USA PIIO:E (252) 866-1523 FAX (762) Fb43339 Rom'")1 uD e om 3-41 tx N,Gja USA vsn,+a-a.w*, ,,,yt�, LIGHTING Prune codominant Prune rubbing or cross brrrnctW- Remove tags and labels Wall Wash/Glare Shield Cat.4 Housing Depth VAVS-12 12• 2.07' VANS-16 16' 2.75' The diffuse aluminum shield is desioned for use with WO Series (.Nall Pack). It redirects light downward to wash the wall below and to the sides of the fixture, Eight fasteners are supplied for easy attachment of the shield to the tens tran,e. Exterior is finished with an acrylic black paint. DO NOT puma terminal leader or branch tips Prune narrow crotch angles & water spouts -Prune broken branches Prime suckersCut away all bal/!ng ropes 2 -3' mulch kept Remove top of wins basket away from trunk \ / Sol/ wall to a rCOnta/n water Wden and scorn holes In wala ! Remove container and cut circling roots if container -grown, or as much burlap as Leave solid loll pedestal - do not possible If field -grown dig deeper than ball depth Dig hole 2-3 (Imes root ball width Backfl/l soil r Partla/ly backflll, water to settle soli, finish backfl!ling Area for water drainage (Pipe or the could be Installed) TREE PLANTING DETAIL (NOT TO SCALE) 2-3' Saucer S C 2- Prune out anv dead or broken branches, remove a# togs, labels, strings, wires, eta from plan. ? 2-3' mulch Set top of root ball equal to or 1-2' above grade. Remove container, use �;�. ��• sharp blade to make i; four 1/4'•-1 cuts the ' ., of boll and cut a r ti r 1 4' X on bottom of ball, loosen compacted r� roob. CONTAINER GROWN SHRUB Prune out an dead all togs, labels, wines, etc. from 1' mulch Set top of root boll equal to or 1-2' above grade. � rope l. � burlap Dot bal DIg hole 2-3 times width of root ball. BALL & BURLAP SHRUB SHRUB PLANTING D ETA l L (NOT TO SCALE) 1 rED . �;` CCi'\ SF 6-CKS ,,'`�.-*.BRIVC \ Ci?p GRASS ` �v t \ \ GRAPHIC SCALE 1 a sac- _ &78�- _ GRASS 42-A-254 40 0 20 40 so 1 """� TRUSTEES OF THE CURCH OF 1 1 �- \\ /� ' GOD AT WINCHESTER P,p _ __�_ ` /GRAVEL DRIVE_ \ , j -'�, , \\ ��,,��, �-� � D.B. 787, PG. 1351 Co \\ e�' ZONE: RA ( IN 1� / i inch 40 tL '\\ i ` µ sTorn erHs 'r USE. CHURCH Sat ti, \ ii CID C7 GRASS `SS CYO � •, + I � 1RASS/ o N83'00'31 "W 18'8628.79' `4 NwHTT coo N 9 ! * �� 03 1 / 0.8 of _._ - ~ - '/ Y F1EC7wCM. , 'GRASS TAW 6,99 42-A-244 ELLEN BARNHART, TRUSTEE 690 D.B. 787, PG. 212 �� 1� ' ' ' I ZONE: RA LO PA J f ee,.so +,' VACANT �, �l✓ " \ - ,z r - -mmf , l-- covS. USE: A 42-A-253 �� T �C14 i U r HI UP. DAIRY MART, e'a11 ED G1t ' "UivC.-• �`� y INST. " 0.70003561 - \ \ ZONE: \B2 �3 cD a o ' �� n SAT. in d .80 2.935 ACRES -,.,-"ass. + . I I Z o � ' 3J 1 0 SEASONAL GREENHOUSES \ \iEt1T r 6.480 of \ '�� ^ .70 I L VE. ; �\ \ \` :r•b4•` % \ �\"'\ �' j � _�1o. ,O Dut..F f- AND GTA tQ cRass FRAME . STOR! �1F7VS.p PUMP ---- _\� � � 865.50x..,.. /'1 � ' � 1\�`(i1 •� � _---- 1 If �Q.g CONC t� t �k� v' I,� / C �C FF / 6 ' IN �GF: i ESMT. I -Hi32--- A 4o GRASS 0 l LOT 2 CCv. I 1G 'od oo �;pp1C. P�� % o �\�L 02:5� - _I i - 50 BR � 0) \ \ � M.00 t t _1 1 ( \ _ \ LOT 1 - 1 // f GRASS 42-A-253 �. o HIGHlP-DAIR-Y-MART 1NC CANOPY g a (P� `~- \�� ~'. \ INST. #070003561~..� �7'�I I i I s ��EsZONE: B2 ASPHALT _"'� \ •_ `-sus_... \ �' !�e7. _._..e - 1AI \ ,-_ _1 1.93-_-AC-RE-S_.____.-.... _ asPHA�.z -906 ....`- - - �`-'mow -+..i~•.. ..__._...,___"^e.'® __=iQdr....-..--..--.__ p, � ZX39'38'W �8 - `'_~= ----�_ �-----`T _ 2 ==-- -a8s �_ \ 8� LANDSCAPING SCHEDULE Street & Canopy Trees Symbol Common Name Botanical Name Planting Size Height or Caliper Mature Height Fall Color Quantity Red Maple Acer rubrum 2'" Caliper 50'-75' Red 9 • Dogwood Cornus Florida 2" Caliper 10'-20' Red 3 Shrubbery & Groundcover Symbol Common Name Botanical Name Planting Size or Caliper MatureHeight Height Fall Color Quantity ® English Yew Taxus baccata 36" Tall 3' yellow 8 1 Leland Cyprus Cupressus 4' 5' Evergreen 11 LANDSCAPING NOTES 1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations and utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities. 2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots and be well branched. The planter shall guarantee all plants for one year. 3. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided to the owner. 4, Landscaping to conform with 165-36B of the Frederick County Zoning Ordinance, Planting Section and Planting Procedures and Maintenance. Plant substitutions will be allowed with the approval of the owner and the Frederick County Planning Department. LANDSCAPING DATA Interior Parking Lot Data Type of Vegetation Requirement Calculation Large Canopy Trees 1 per 10 Stalls 16/10=2 Large Canopy Trees Imp Area/2000 18,21712000=10 LANDSCAPING TOTALS Type of Vegetation Total Required Total Proposed Large Canopy Trees 12 12 Shrubbery 8 8 Screening 11 11 Permanent Seed Der schedule below all soil areas Seeding Schedule (per section 3.32 of VESH) 1.)Topsoil will be spread at a minimum depth of 4". 2.)Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 lbs per 1000 square feet (2 tons per acre). 3.)Fertilize with 10-10-10 at a rate of 23 lbs per 1000 square feet (1000 lbs per acre). 4.)Seed mix will consist of 671yo Kentucky 31 Tall Fescue and 33% Red Clover. 5.)Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre. W W W o W z Q LQ i1Z)�z Q) W tiC) z W LQ(n ti �U) Q Q g J Q O ti W Q � ti g � OIr C4 o Iry � CE CC W 'C Seal and Signature T H OF N" G, �2 o BENJAMIN C. MONTGOMERY po No. 030342 �c5'1� jONAL p 00 o N a rn o DATE: AUG 19, 2008 SCALE: 1" = 40' THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK FILE NO. 08-067 COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 5 OF 7 GEOTEXTILE DRAINAGE FABRIC UNDERDRNN SHALL BE CENTERED UNDER CURB ARD GUTTER (OVERLAP T-O" AT TOP) PAYED SHOULDER GEOTEXTILE DRAINAGE FABRIC PAVEMENT (OVERLAP 1'-0" AT TOP) ILI . o .:. ; ; ; PAVEMENT ' MATERIAL . UNSTABILR ♦e ED •. �4" MIN. ♦ P SUBGROUTLET PIPE SjlIBB/SEq R�s�' ADE - •.• SEE NOTE 1 #57 AGGREGATE. #8 AGGREGATE OR CRUSHED SOTE OUTLET PIPE 2'-0" i'-0" GLASS MEETING #8 GRADATION REQUIREMENT. SEE NOT 1 PIPE VARIABLE 057 AGGREGATE, #8 AGGREGATE OR CRUSHED I� (EDGE OF -PAVED SHOULDER) GLASS MEETING #8 GRADATION REQLIREMENT. PAVED SHOULDER SECTION CURB AND GUTTER SECTION UP TO ELBOW, F''PE IS PERFORATED LID - 4 45• ELBOW CONNECTION -TMt1PR PRIMARY DIRECTION SS AGGREGATE WITH OF WATER FLOWE FABRIC NON PERFORATED OUTLET PIPE (TYPICAL)PAY LMITS 45'F PIPE OTLEcON BEGIN WITH / 45• ELBOW 45• WYE CONNECTION V-O" MAX OUTLET PIPE NO SCALE I SHEET IOF 2 UP TO ELBOW, PIPE IS PERFORATED SPECIFICATION STANDARD PAVEMENT EDGEDRAIN REFERENCE k11,17 240 VdiGINIA DEPARTMENT OF TRANSPORTATION 258 707 DETAIL I SECTION B-B TYPE OF OUTLET PROTECTION MATERIAL MAXIMUM OUTLET VELOCITY (FOR DESIGN STORM) MINIMUM "T" CLASS I EC-3 TYPE B 6 fps NA CLASS 2 CLASS Al ORY RIPRAP 8 fps 20" CLASS 3 CLASS I DRY RIPRAP 4 14 fps 26" CLASS 4 CLASS L DRY RIPR/° 19 fps 3B" DETAIL 2 3S EC-1 N. 3S NOTES: 1, FOR MULTIPLE LINE INSTALLATIONS, DIMENSION S IS TO GOVERN THE PROTECTION OUTSIDE THE CHANNEL WIDTH (W), 2. ON ANY INSTALLATION REQUIRING CULVERT OUTLET PROTECTION WHERE NO ENDWALL OR ENDSECTION IS SPECIFIED ON THE PLANS, CONSTRUCTION IS TO BE IN ACCORDANCE WITH DETAIL 2 SHOWN ABOVE. 3. GEOTEXTILE FABRIC TO BE INSTALLED UNDER CLASS 2, 3. AID 4 MATERIALS IN ACCORDANCE WITH THE SPECIFICATIONS. 4. S - DAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX. ELLIPTICAL OR ARCH CULVERT. H DIAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT FOR BOX, ELLIPTICAL OR ARCH CULVERT. 5. PLAN AND SECTION DETAILS DEPICT CLASS 2, 3, AND 4 MATERIALS, FOR CLASS 1 INSTALLATION DETAILS SEE EC-3 TYPE B STANDARD DRAWING. a USE TYPICAL SECTION SHOWN ON PLANS FOR SIDE SLOPE, BOTTOM WIDTH AND DEPTH OF CHANNEL OR MATCH EXISTING DITCH OR NATURAL GROUND. OUTLET PROTECTION MWUMUM LENGTH (L) TYPE A INSTALLATION 3H TYPE B INSTALLATION SH I- SnECFICATiO'N _--_- li[FEIIEIYS CULVERT OUTLET PROTECTION 245 303 REV. 9/05 V(RGI\IA DEPARTMENT OF TRANSPORTATION 414 L 3do (MM.) 1 N 1 a �- 1 •a•1: I I •'i I,.NI /: 41:.- �:.I 1 1' 1: a. H' F - 1 :I. ;N1' ' :•1 i 41 1 :11 t 11 SUBBASE LAYER-*E! SUBGRADE SEE NOTE SHOULDER I AGGREGATE LONMITUDINAl_ PERFORATED PIPF UO-4 TYPE OF PIPE CRUSHING STRENGTH 4" NOV, DIAMET SMOOTH WALL PVC .103 CORRUGATED PE AASHTO M-252 #57 AGGREGATE, #8 AGGREGATE OR CRUSHED GLASS MEETING #B GRADATION REQUIREMENT. NON -PERFORATED OUTLET PIPE FOR USE ,MA F ( UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS TYPE OF PPE CRUSHING STRENGTH R SMOOTH WALL PVC .103 SMOOTH WALL PE 70 P� iE3E iE PAVED SHOULDER SECTION (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) UNDERDRAN SHALL BE CENTERED UNDER CURB AND GUTTER. A WALL THICKNESS (MIN) - INCHES GEOTEXTILE DRAINAGE FABRIC XXX TESTED ACCORDING TO ASTM D-2412 AT 5%DEFLECTION. (OVERLAP V-0" AT TOP) 1 DOWN GRADE PAVEMENT k:,;� -ES SHOULDER OST PEN ORAIIAGE LAYER •' •••• '�'� SEE NOTE 9 SUBBASE LAYER •• •TLET -EP R1ppp MAN LINE PAVEMENT NON-PFfRATED PIPE PEE Y CONECCTION SEE NOT' .�P 057 AGGREGATE, #8 AGGREGATE OR CRUSHED " PIPE GLASS MEETING #8 GRADATION REQUIREMENT. ST'D.UD-4 REO'D. / / STD. VD-4 REQ'D. CURB AND GUTTER SECTION 119 (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) SHOULDER PAVEMENT NOTES: ES Ep $ 1. 4" MINIMUM, PROVIDED ATTAINING MINIMUM 4" OF AGGREGATE ON TOP OF PPE. EDGEORAINS IN GORE ARENAS 2. WHEN THE LONGITUDINAL PPE CONNECTS DIRECTLY INTO A DRAINAGE STRUCTURE (DROP INLET, MANHOLE, ECT.), NON -PERFORATED OUTLET PIPES ARE NOT REQUIRED. 3. INVERT ELEVATION AT OUTLET ENO OF OUTLET PIPE TO BE A MINIMUM OF i'-O" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. 4. ALL CONNECTIONS (ELBOWS WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 5. LOCATEDPIPES E ESR 335ARE TO MAAXIMIUM OR AS ON ON (PL �ESIRggLE) GRADE AND 6. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-t2 OR OTHER DRAINAGE STRUCTURE. 7. WITHIN THE LIMITS OF A COMMERCIAL ENTRANCE, NON -PERFORATED PPE SHALL BE UTILIZED IN LIEU OF PERFORATED PIPE - - COMMERCIAL - - - - SIDEWALK OR PERFORATED ENTRANCE UNPAVED SPACE UNDERDRAN PPE TRENCH WITH PERFORATED RDRAN AGGREGATE � MAINLINE ROADWAY 8. THE LENGTH OF PIPE BETWEEN THE WYE CONNECTION AI,D THE EW-12 SHALL BE ST'D.CURB LIMITED TO NO MORE THAN T-O" TO PERMIT CAMERA INSPECTION OF THE MAN LINE & GUTTER UNDERORAN BETWEEN THE UNITS OF ST'D. CURB IN EITHER DIRECTION.L WI•L BERCINONAL ePERfORATEp PIPE, RANCE CURB RETURNS &GUTTER 9. IN SITUATIONS WHEN FULL DEPTH OF STABILIZED OPEN -GRADED MATERIAL CANNOT BE MAINTAINED UNDER CURB AND GUTTER, NO.218 AGGREGATE SHALL BE USED NO.2211 8 CURB AND MAY ALSO BE USED FROM TOP OF STABILLZEO OPEN -GRADED MATERIAL LAYER AND CURB AND GUTTER. SHEET 2 OF 2 SPECIFICATION STANDARD PAVEMENT EDGEDRAIN 2+0 258 REV 8/07 70, VIRGBYA DEPARTMENT OF TRANSPORTATION 701 106.07 END -SECTION 12" - 60.." PIPE -HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION X _ i� X CONCRETE 70 BE L E J 4000 PSI MINIMUM PLAN ` D AMETER f * C B OF PIPE J,,,S'10,1, F�� STEE \ l PD I_ E _I AY LINE Imo- -�I SECTION X-X FND VIFW END SECTION DIMENSIONS PIPE DIAMETER A B C D E 12„ 4„ 2,_0" 2'-0.1 4._p,. 2,-O„ 15" 6" 2,_3.. 1._9.1 4'-0" 2,_6" 18" 9" 2'-3" 11.91• 4'•0" 3'-0" 21" 91 „ 2'•11„ 2,_1,. 5..0,. 3,_g„ 27" f0 .. 4._0" ._p. 6•_7• 4,_6„ 30" P•0" 4•-6" 1'-7• ' 6'-1 5'•0" 33.1 1.•y 4,-ip, 2,_31 , 7.-1 36" A" 5'-3" 2'-10 8'-t " 6'•0" 42" 1'-9" 5'-3" 2'-it" 8'-2" 6'-6" 48" 2'•0" 6'_011 2..2., 8._2.. 7'-0„ 54•. 2..3'• 5,_5., 2._91 .. 6,_2, ,. 7`15" 60" 2'-H'• 5'-0" 3'-3" 8'•3" 8'-0" ALTERNATE END -SECTION 12" - 60" PIPE ES-1 EIONS ION XX T:z ?CONCRETE TO BE 4000 PSI jIE MNOMUM BI J 0xPF 11 STEEL FABRIC REeFORCEMENT APINER A D-''AY LI"� END VIEW SECTION X-X END SECTION DIMENSIONS PIPE DIAMETER A B C 0 E f2" 4" ,2,_0" 4,•1" 6'•1" 2,_0" 15" 6" ;p-3" 3'-10" 6'-t" 2'-6" 9., :2'-3" 3,,f0" 6'-1.. 3,-0., 21" 9" 2'-ir, Y-2" 6'•f" Y-6' 27„ ID ,4,-0„ 2,-1 6'-Y 4,.g.. 30" 1'-0" ,4'-6" 1'•7 8'•i 5'-0" 331. 1'-1' " 4"-10' ' 3'•3 4" 8'-i 5'-6" 36" 1'-3" 15'-3" 2'-D g•.} W-p" 42.. 1'•9" ' '-3" 2,-11„ B,_ 6,_6„ 48" 2'•0" I6'-0- 2,_2" 8'_2" 7'-0" 54" 2'-3" 15'-5" 2'-11" 8'-4" T-6" 6._3.. 8'•0" - PAY LINE c e NOTES PIPE LENGTHS SHOWN ON PLANS ARE BASED ON FT. IF THE DESIGN SHOWNEL ON THE LEFT. E THE CONTRACTOR ELECTS TO USE THE ALTERNATE DESIGN SHOWN ON THE RIGHT, LENGTHS WILL BE REDUCED BY THE DIFFERENCE IN DIMENSION "D". SLOPE DETAIL SPECIFICATION REFERENCE FLARED END -SECTION FOR 12"-6011 CONCRETE PIPE CULVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION CG-7 ----- - ---- NOTES 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3, COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB> SHALL BE PAD FOR AS RADIAL COMBINATION CURB & GUTTER. 4, FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SH�1L BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. S. ALLOWABLE CRITERIA FOR THE USE OF CG-7 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL. 6. WHEN THIS S7ANDAR0 IS TO BE TIED INTO EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN 10'OR THE CHANGE IN STANDARDS MADE AT REGULAR OPENINGS. 7. WHEN COMBINATION MOUNTABLE CURB AND GUTTER IS USED, THE STANDARD ENTRANCE GUTTERS OR STANDARD CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE THE MOUNTABLE CURB CONFIGURATION INCORPORATED. 2" R r A Lr Ap_° 1 • D p D THE BOTTOM OF THE CURB ANO i GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF THIS AREA MAY BE CONCRETE AT SUBBASE COURSES PROVIDED A 7^--..�+- 2'-0" MIN. DEPTH OF 7" IS MAINTAINED THE OPTION OF THE CONTRACTOR COMBINATION 4" CURB & GUTTER REFERENCE REV. 9/06 105 201.04 VIRGINIA DEOARTMENT OF TRANSOORTATION 502 TEMPORARY DIVERSION DIKE SOURCE: VA. DSWC Comnaeted Soil PIATE 3.09-1 Page 3B-32 2003 FAwn Figure3B-21. Examples of Standard Arrows for Pavement Markings b - nrn Lalrla-Usa Arrow a -Through Lane,Uae Arrow 2.sm(a.sm I- 2.4-(8.0n) -� SPACINC BETWEEN CHECK DAMS SOURCE: VA. DSWC L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION c -Turn andThrough Lane -Use Arrow { aom(/z.7sw e - Wrong -Way Arrow Using Retrorellective Reload Pavement Markars (27 1) (27AM • • 6�1 l'� o d - Wrong -Way Arrow 7:2m(23.Sp 1- Lana -Reduction Arrow 1 65m (tgem 2\0' Ij V \Edgeol PewnVenl Tygkal aizBe for rpmW 4t5)aaeGotC alias maY ba 2QICed eR �Wnsbty ono-eud,briw-aP•6e uruan mrxSaaorr okrrj 1 axa mayml Treaded br Ire w Wo W pmaw n. aPefiv enE mNmajinn I. do Wm ofn SI ekn2alederrrnr Baskinm k(brwl.T-or Rm ArerWaaon. see as Pevar�,enl i4eAwgs onrPM• WUw'3'andad F9�way fiyyna'book (aee8 son lA.lt). PLATE. 3.20-2 102.01 P8-t NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL -: - OROW,D LINE H GROUND LINE H GROUND LINE H '^� EARTH 1 D/2 � 4" cl ROCK OR� p•12" -I d / - UNYIELDING D/2 � p.1Y�� rr�-EARTH D12 d `' BEDDING 11 MIN. 1/10 D I BEDDING X h.-D� X MATERIAL u`I �1 MIN. I/10 D I I BEDDING II QfPHR X h�--•D--W % MATERIAL MATERIAL b MIN. 1/10 D 7"� -� -�T JI X 0 X NORMAL EARTH FOUNDATION MAX.2• MAx. za ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL PIE PROJECTION ABOVE GROUND LINE MIN. 1.5 x 0 MIN, i_ 5 x 0 ._ f NN. 1,5 x 0 MIN. LS x D � TOP OF FILL 1`MN. 1.5 z D _ 1i MN. 1.5 x 0 �� TOP OF FILL rg �I� ff TOP OF FILL H riiiir rriiiii rii�ir = - ��ir r rri/ir - - r • rri r •- /r rri r /rr = - ri rrrir - D•12" s / r r GROUND rrrr LINE f� r D/2r rii r - H rrrr rirrri rr/r/r rrriii = � rirrir /rrrr rrrr _ rr/r/ir r/r/rr - rrr rir r _ r rr rri/r - -r r p,ty_ r ram! rir /r riir/r GROUND - rrrrrr � r r d r////r LINE _ N = rrirr/rrrirrrr �/ii/ririii/,rr - - rrirrir/ririr /rrririirrirr - - r/rr/rrr rir rrrr r D•12'• rriir/rrrr /r//rrrrri'� rr///rrrr Jr/r///rrr _GROUND - 0 -LINE a .. FZ IiTp `C-EARTH I `-4 MIN. 1110 1 BEDDING X iff+++>FFF------D x MATERIAL NORMAL EARTH FOUNDATION �11 ROCK ORN. MN. 1/10 D UNYIELDING - SOIL I 1 X D X �v- 1/Z. PER BEDDING i" OF H MATERIAL MIN. 8", ROCK FOUNDATION �,r--a MIN. IA D �B=�1 ' '- EARTH MATERIAL FOUNDATION SOFT, YIELDING, OR MAX. 24" OTHERWISE UNSUITABLE MATERIAL BEDDING MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. WITH REGULAR TION302 OF KTTHE ROAD AND BRIDGE SPECIFICATIONS, CLASS I BACKFLL MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. EMBANKMENT NOTE' FOREXTPLASTIC NDED OPIPE, THE LIMITS TE OOPTHE THE S IBACKFILL MATERIAL SHALL BE SHEET 1OF 4 WFEERMCE INSTALLATION OF PIPE CULVERTS AND STORM SEWERS CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "A1" REV. 1/04 VIRGINIA DEPARTMENT OF TRANSPORTATION 107.01 302 303 8' ❑F 21-B COMPACTED TO 95% DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95/. DENSITY TYPICAL SECTION UNDER REAR DRIVE AISLES, AND LOADING AREAS DOUBLE PRIME AND SEAL 8. OF 21-B COMPACTED TO 95% DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL PAVEMENT SECTION UNDER THE PARKING AREA TREAT WOODEN PANEL WITH WATER SEALANT. TYPICAL 6' TALL BY 8' WIDE DOG-EARED FENCE PANEL. INSTALL ON 4'X4'XB' TREATED POSTS SET 3' DEEP. - GATE OF LIKE MATERIAL DUMPSTER ENCLOSURE FENCE DETAIL ' 4' OF 3000 PSI `• ' CONCRETE W/ FIBER 1 ti 4' OF 21-B COMPACTED TO 95% DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL SIDEWALK SECTION 8' OF 3000 PSI CONCRETE W/ WOVEN WIRE REINFORCEMENT 8' OF 21-B COMPACTED TO 95% DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL DUMPSTER SECTION Seals and Signatures v U 0 M N O M M M W w (0 � m 00 Lb 0 o 0 O E 0 N VO Z CV cQc) E U) 0) _0 0 C. Q) 0 V O 00 00 `f LQ V 3w �rl `� u) Q o� �o v o Z vrX �1 uj a z mo Cc t�n V Q J Q 0 U) O z z q nj a 21 a o o 0 �PLTH OF r2 CK ° � ce > a W � BENJAMIN C. v MONTGOMERY �o No.03j0�324,2 �� SIGNAL �� W p o N o rn rn M DATE: AUG 19, 2008 SCALE: N/A THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FILE NO. 08-067 FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE SHEET 6 OF 7 ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION, CG-it I�1 A STREET APPROACH SAME SURFACING GENERAL NOTES (RADIUS TO BE AS I (; I PS MAINLINE ROADWAY (SEE NOTE 3i PLANS) SHOWN ON LAMS 1. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 (RADIUS TO AS 0R CC-7. THE CURB FACE ON THUS STANDARD IS TO - - - _ - - - PLANS) SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB f CC-2 OR CG-6 ---- CONFIGURATION, I 2. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE / @ 0 SIDEWALK USED WITH THIS STANDARD. ISEE NOTE 5) OPTIONAL UNPAVED SPACE 3 MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE FLOW LINE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION d �---� REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE EXPJOIANSION I EXPANSION OMITTED IN THE ENTRANCE.) JOINT 4. RADIAL CURB OR COMBINATION CURB AND GUTTER - SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE NOTE, WIDTH "B" 2'-D" OR AS c� MAINLINE ROADWAY SHOWN ON TYPICAL SECTION. A EXCEPT FOR REPLACEMENT PURPOSES. PLAN VIEW ENTRANCE NOTES N RARCE RADII CANNOT ACCOMMODATE THE S. WHEN THE ENT TURNING REQUNEMENTS OF ANTICIPATED HEAVY TRUCK MAINLINE ROADWAY SLOPE DEPTH FOR SIDEWALK d CURB RAMPS TRAFFIC,T,, THE WITHIN HE LIMITS OF THE RADASiOULD BE 10'PARABDLIC CURVE (ENTRANCE ONLY) INCREASED TO 7". (SEE CG-13) OP�TiEONAFL fLOW E(NTOR 811, MAX. D GI CHANGE ® - - p 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW - LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS MANLINE ROADWAY - - ` -- - - - -- - - - NOTE 7) THE ENTRANCE. 8X MAX. D ® 7, THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANCES SLOPE CHANGE D D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. EMU.0O20- MINIMUM FOR MMERgA ENTRANCE INTERSECTION NOTES B. WHEN CG-i1 IS USED FOR STREET CONNECTIONS THE WITH CONSTRUCT GRADE CHANCES WITH A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED N ACCORDANCL` A4SHTO POLICY AND THE APPLICABLE REQUIREMENTS SECTION A - A SIGHT DISTANCE NCOT E � KESVAALUEGN RREWREMENTS. STOPPING 9' ODFRNNAGE 4" PORTIONOFOAL F-OC TTERhTO PROSE POSITIVE ACROSS THE INTERSECTION, ALLOWABLE ENTRANCE GRADE CHANGES CLASS A3 CONCRETE SECTION C-C ENTRANCE VOLUME GRADEDA4GE DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD 0 X 3 X MEDIUM 1 600-1500 VPD S 3 X 6 Y. LOW I LESS THAN 500 VPD s 6 X B % NOTE, ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CON✓PNECTiONS SPECIFICATION METHOD OF TREATMENT XVDO'r REFERENCE ROAD AID BRIDGE STANDARDS sot (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 CG-12 A "4 i 1 - PERM,SS!3_E CONST, - 5'MN.JOINT A -.ak-) TRUNCATED DOMES SEE SHEET I OF 4 FOR DETAILS TANGENT PLAN --STD. CG-2 2'-0" BACK OF CURB- 12 1 20 : 1 �, a 8. 1__ __51L_XX I SECTION A -A NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 4. TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE !N PERCENT _ MIN,MUM RAMP LENGTH IN FEET 4" CURB 1 6" CURB 0 2 4 - i __ 2_ S - 2 ----- 3 -- 5 3 3 6 �. 4 8 5 5 ( 10 6 7 11 14 7 13 15 8 15 15 y� u (n Ln 0 a U--- LZ CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WiTH BUFFER S1 RIP THE SELEC7ION OFF CURB TYPE AND THE CONFIGURATION OF THE UTILITY STRIP )JAY VARY O MEET EXISTING FIELD CONDITIONS AND ROADWAY GECMETRICS PROVIDING THE ONINSONS AND SLOPES ARE AS NOTED. 5 htlN AKC X 1 2' AT X , 2" HIGHER THAN EDGE OF PAVEMENT \ AT XX , SAME AS TOP OF CURB THIS COMBINED (PARALLEL PERP NDi U' AR) DESIGN FORALTERATIONS AY S CC. B ED A�LEL & E C DES C 0 C BE USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES I. WITH 60" X 60' MIN.01MENSANS THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDENA'_K WITH A WARPED SURFACE NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET,REGARDLESS OF THE SLOPE. SHEET 4 OF 4 SPECCG--12 DETECTABLE WARNING SURFACEMCE u#n REV.?/05 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 'soz -- 203.071 VIRGINIA DEPARTMENT OF TRANSPORTATION Section 213.04 STOP Sign (RI-1) Standard: When a sign is used to indicate that traffic is always required to stop, a STOP (RI-1) sign (see Figure 213-1) shall be used. The STOP sign shall be an octagon with a white legend and border on a red background. Secondary legends shall not be used on STOP sign faces. Section 3B.16 Stop and Yield Lines Standard: If used, stop lines shall consist of solid white lines extending across approach lanes to indicate the point at which the stop is intended or to be made. Guidance: Stop lines should be 12 to 24 inches wide. Stop lines should be used to indicate the point behind which vehicles are required to stop, in compliance with a STOP (Ri-I) sign, traffic control signal, or some other traffic control device, except YIELD signs. If used, stop and yield lines should be placed a minimum of 4' in advance of the nearest crosswalk Iine at controlled intersections, except for yield lines at roundabout intersections as provided for in Section 3B.24 and at midblock crosswalks. in the absence of a marked crosswalk, the stop line or yield line should be placed at the desired stopping or yielding point, but should be placed no more than 30' nor less than 4' from the nearest edge of the intersecting traveled way. Stop lines should be placed to allow sufficient sight distance to all other approaches to an intersection. Section 2B.06 STOP Sign Placement Standard: The STOP sign shall be installed on the tight side of the approach to which it applies. When the STOP sign is installed at this required location and the sign visibility is restricted, a Stop Ahead sign (see Section 2C.29) shall be installed in advance of the STOP sign. The STOP sign shall be located as close as practical to the intersection it regulates, while optimizing its visibility to the road user it is intended to regulate. STOP signs and YIELD signs shall not be mounted on the same post. Guidance: Other than a DO NOT ENTER sign, no sign should be mounted back-to-back with a STOP sign in a manner that obscures the shape of the STOP sign. Stop lines, when used to supplement a STOP sign, should be located at the point where the road user should stop (see Section 2B.16) If only one STOP sign is installed on an approach, the STOP sign should not be placed on the far side of the intersection. Where there is a marked crosswalk at the intersection, the STOP sign should be installed in advance of the crosswalk line nearest to the approaching traffic. From " Manual on Uniform Traffic Control Devices" 2003 Edition -- �- CC-12 GENERAL. (NOTES: 1, THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 11 2. DETECTABLE ,YARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) R RESISTANT WITH SLIP RES S ANT INTEG RAL SURFACE COVERING THE FULLH F W0 THE I RAMP FLOOR BY 2 FOOT :N LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY 8E USED WITH THE APPROVAL OF THE F.NG;NF.ER. TYPE A 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY V'ITH RAMP PERPENDICULAR FLOOR OR BY US:'NG PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAM,? FLOOR IS PRECAST, HOL ES MUST BE PROVIDED FOR DOWEL BARS SO A THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF ^1- PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A- 4. • ' M.1N 5. REQUIR}2_T ED BARS ARE TO BE NO, X 8" PLACED (CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM •y -.rr CONCRETE COVER 1'/Z". 121 MAX, 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. TYPE B 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER c AN ACCESSIBLE RUT` ' =T N F S E ROUTE 1t H TH.. RIGHT C WAY OF A CH Y HI WA F Y M CROSSES A CURB REGARD! OF WHETHER SIDEWALK IS EXISTING, PROPOSED, CR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS _ AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER,AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE t- HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS �r 1 UNOO5TRUCT£D. STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL 12:1 MAX ACCESSIBLE ELEMENTS OF A FACt_!TY THAT CAN BE APPROACHED, ENTERED �, ar - �--- AND USED BY PEDESTRIANS. 5 XX- 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT TWN --- -- c AT " X . 2 HIGHER THAN THE CURB SLOPE G 'S PLACED WITHIN THE LIMITS OF OPENING ING 15WALK AND EDGE OF PAVEMENT THAT THE SLOPE AT THE CONNECTION OF THE CURB OPc-NING IS PERPENDICULAR TO THE CURB. AT X X ,SAME AS TOP OF CURB 9. ACMTRTNIGKTOFETCITHRANOTCOMODA£THE URREQUIREAENS ANIPAEDEAVTWIC TYPE C TRAFFIC, REFER TO STANDARD CC-13, COMMERCIAL ENTRANCE (HEAVY PARALLEL & PERPENDICULAR TRUCK TRAFFIC)FOR CONCRETE DEPTH. 10, WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATCH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 1.6" - 2.4" TRUNCATED DOME C•C O O O 1 0 0 0 0 0 0 0 0 0 0 0 0 00000000000000 {, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- 0 0 0 0 0 0 0 0 0 d 0 0 0 0 0 0 e D2" `J 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I_ -5-OZ 657, OF BASE DIAMETER o 0 0 0 0 0 0 o d O o 0 0 0 0 TOP DIAMETER O O O O O O O O 0 O 0 0 O 0 0 091, - 1,e,- t.e,•1 VARIABLE BASE DIAMETER 4' MINIMUM. PAY LIMITS TRUNCATED DOME DE TAIL DETECTABLE VdARNiNG I SHEET 1 OF 4 DETAIL CG-12 DETECTABLE WARNING SURFACE RZFERENCE REV.7/05 GENERAL NOTES 105 VIRGINIA DEPAVRTFMENT OF TRANSPORTATION 502 203.05 _ May 2005 it w W va �z N (111 OR N w W4 2 " 2 48" x 48" 48" x 48" VR-9 ! KEEP 48" x 48" LEFT 1Iz LANE ENDS MERGE LEFT N \ I^ o Section 2A.16 Standardization of Location Support: Standardization of position cannot always be attained in practice. Examples of heights and lateral locations of signs for typical installations are illustrated in Figure 2A- 1, and examples of locations for some typical signs at intersections are illustrated in Figure 2A-2. Standard: Signs requiring different decisions by the road user shall be spaced sufficiently far apart for the required decisions to be made reasonably safely. One of the factors considered when determining the appropriate spacing shall be the posted or 85'- percentile speed. Section 2A.18 Mounting, Height Support: The provisions of this Section apply unless specifically stated otherwise for a particular sign elsewhere in this Manual. Standard: Signs installed at the side of the road in rural districts shall be at least 5 ft, measured from the bottom of the sign to the near edge of the pavement. Where parking or pedestrian movements occur, the clearance to the bottom of the sign shall be at least 7 ft. Section 2A.19 Lateral Offset Standard: For overhead sign supports, the minimum lateral offset from the edge of the shoulder (or if no shoulder exists, from the edge of the pavement) to the near edge of overhead sign supports (cantilever or sign bridges) shall be 6 ft. Overhead sing supports shall have a barrier or crash cushion to shield them if they are within the clear zone. Ground -mounted sign supports shall be breakaway, yielding, or shielded with a longitudinal barrier or crash cushion if within the clear zone. Guidance: For ground -mounted signs, the minimum lateral offset should be 12 ft from edge of the traveled way. If a shoulder wider than 6 ft exists, the minimum lateral offset fro ground -mounted signs should be 6 ft from the edge of the shoulder. Support: The minimum lateral offset is intended to keep trucks and cars that use the shoulders from striking the signs or supports. Guidance: d of the shoulder. All supports should be located as far as practical from theedge d Advantage should be taken to place signs behind existing roadside barriers, on over - crossing structures, or other locations that minimize the exposure of the traffic to sign supports. From " Manual on Uniform Traffic Control Devices" 2003 Edition Page 6H-29 G20-2o g o FOR T.M.A. --- REQUIREMENTS SEE NOTE 7 U UM:NATED FLASHING (AMBER CAU71ON MODE) TYPE B OR C /LLUMINATED FLASHING AY8ER ARROW TYPE C 16I SHOULDER e o a TA^CR i aY W4-2 W4 2 48" x 48" 48" x 48" 48" x 48" Outside Lane Closure Operation On Four -Lane Roadway (Figure TTC-12.0) Section 2A.20 Orientation Guidance: Unless otherwise stated in this Manual, signs should be vertically mounted at right angles to the direction of, and facing, the traffic that they are intended to serve. Where mirror reflection from the sign face is encountered to such a degree as to reduce legibility, the sign should be turned slightly away from the road. Signs that are placed 30 ft or more from the pavement edge should be turned toward the road. On curved alignments, the angle of placement should be determined by the direction of approaching traffic rather than by the roadway edge at the point where the sign is located. Option: On grades, sign faces may be tilted forward or back from the vertical position to improve the viewing angle. Section 2A.21 Posts and Mountings Standard: Sign posts, foundations, and mountings shall be so constructed as to hold signs in a proper and permanent position, and to resist swaying in the wind or displacement by vandalism (see "Square Tube Steel Sign Post" description). Section 2B.34 DO NOT ENTER ig_rt (115-1) Standard: The DO NOT ENTER (R5-1) sign (see Figure 2B-9) shall be used where traffic is prohibited from entering a restricted roadway. Guidance!: The DO NOT ENTER sign, if used, should be placed directly in view of a road user at the point where a road user could wrongly enter a divided highway, one-way roadway, or ramp (see Figure 2B-10). The sign should be mounted on the right side of the roadway, facing traffic that might enter the roadway or ramp in the wrong direction. If the DO NOT ENTER sign would be visible to traffic to which it does not apply, the sign should be turned away from, or shielded from, the view of the traffic. Option: The DO NOT ENTER sign may be installed where it is necessary to emphasize the one-way traffic movement on a ramp or turning lane. A second DO NOT ENTER sign on the left side of the roadway may be used, particularly where traffic approaches from an intersecting roadway (see Figure 2B-10). From " Manual on Uniform Traffic Control Devices" 2003 Edition GG-i2 PERMSSIBLE _, A CONSTRUCTION I 05 DOWELS, 8" LONG JOINT_ T2" C-C 4' a WINL B' 10:1 10:1 B MAX -�� TRUNCATED DOMES A SEE SHEET 1 OF 4 FOR DETALS TYPICAL DESIGN 81-01 BACK OF CURB s2:1 MAX. I 480 MAX. i 20: 1 _ SEC I ION A -A ERVISS6_E CONSTRUCTION JOMI SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, ALTERATIONS SEE SHEET 1OF 4. I A 4' SOUARE LANDING AREA 011TSIC1E OF ! TRAVELWAY SHALL j Y BE PMV.ARK EO WITHIN �< �G THE MARKED Q s cRosswnLK AREA. -3: ✓ y (n (n �� 3 �/ =� U In CROSSWALK o CROSSWALK TYPICAL PLACEMENT OSSWALK: TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARI/4TION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK: LANOING (48" WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION.6 FEET FOR ALTERATIONS. EIEATw)I CC-12 DETECTABLE WARNING SURFACE REfCREi� F02 TYPE A (PERPENDICULAR) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION May 2005 Page 6H-13 i I G2o-2o 48"x24" if soo OELUMATED FLASNIIG AMBER (CA)TICIN MODE) T TYPE 8 OR C � 'IC I � • w 'I CORES- SEE NOTE J i I • I j n � � u i vw 28 48" x 48" SEE NOTE I U i W21-4 48" x 48" (tot Stationary Operation on Shoulder (Figure TTC44.0) ),Nay 2005 f:7 a I N Il O O 60' , 24- SKCIAL I � / SCE NOTC 6 .f� Signing Far P-jed Litni4s (Figure TTC-36.0) May 2005 2 OF 411 65 DOWELS, 8" LONG 'A PERMISSIBLE AT 12" C-C -4l CONSTRUCTION 5' MIN, JOINT t2:1 M X y z f- 12:1 MAX B AL 2' -� JAB RAMP (SEE TABLE) �J TRUNCATED DOMES A SEE SHEET IOF 4 FOR DETALS 5'-0" WIN SHA"E TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 ;IMA 20 :t 48 ;IH 2' MN._- SECTION A -A PERMISSIBLE CONSTRU Tt N C 0 JOINT SECTION B B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 4. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT 0 MNI LN RAMP LENGTH 1N FEET 4" CURB 4 1 6" CURB 1 6 ' 5 7 2 5 1 8 3 6 1 9 4 8 1 12 i 5 10 i 1 15 6 14 15 n C L X � CROSSWALK TYiPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK CC-12 I NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE, SHEET 3 OF 4 SPECp'tCATYJN CG-12 DETECTABLE WARNING SURFACE 105 TYPE B (PARALLEL) APPLICATION 502 REV,7J05 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.08 Page 01-41 ' 1 I " 31'14 33, .- Wr{yyy _� ^20-22'� 48% 4" _ j I \ 9 u 6T�_. S_L NOIL 7 N I, 63 � :'/2Q-70 48" X 48" A R +. 7ru •� SEE NOTE y J. / p/ VW-27 .i ^ P48" 48"x 48"N W2C-4 „ x48 44'21 4 .Flagging Operation On 11vo-I.aneRoad (T•YRDre'CTC-18.0) TPt-i TRANSVERSE PAVEMENT TIE-N TRAMEN LEW" NOTES 7 1K*WZICC' PAWANT W-IN SHALL IM LBS1Y TO VOC PLANm sAVACE iAt ° AODTNO PAY7kTR IVy 'Irmo eRDDDx EXLpfO. W�0TP ArWH PLANING TRANSITION PAVEMENT( DETAIL a TAryy�FIYEEypgq(PApy I�;[i7 R7(`q� y �L � COAS I TIED TOERPTMHgy[Ogfi§PEAY10 ��JT[A�g�tpEM�i�yTN�yM.P. FOR CYERY &RIM OF 4. 1W.RfWA,JRC1p1mwe P`/LLEIW�tD. OfJ l ATR716 4iA1L lFSIE� VX81TbN iRAH51gN IN FRO�YE�TIC TE$T7,'Wy,'y.Q(, LC�VpOF�N7OF pKq�sgTwW6RI'a CPCE Mal invCYOlr`i 61.�Ta 6NALL No ©iC '/� K Ett61'at0 PAYE➢,MT FAt00e DEDXC OVERLAYING TRANSITK)N PAVEMENT DETAIL TEMPORARY PAVEMENT WEDGE PTwvm A.R7AfY NOTES TW. PAVD.ENT WTJM'I L TCI&•ORAiY PAVFJEIn XEDGf SH%L CmtYY,R1CTED W TON N N@WOF OEPI> AVENal7 ITLL„IPG`TX BR CN owsT»D PAVEIrENi WEDGE DETAIL soAl6Trz 68D6R TRANSVERSE PAVEMENT TIE-IN nn 690 VIRW6A 017ARNUmiT Cr 77tAAV?LWI'A/10p 51B d06 OT Anticipated land disturbance on VDOT right of way exceeds 10,000 square feet. In accordance with the Virginia Department of Transportation (VDOT) Road and Bridge Specification 107.14 (a), Special Provision 107D, all contractors performing regulated land disturbing activities within VDOT right-of-way must have an employee that has successfully completed the VDOT Erosion & Sediment Control Contractor Certification training. The Department will require evidence of this certification with any Land Use Permit application for this work. IF REQUIRED BY VDOT FILED INSPECTOR EDGE Q "Ill. GK OETEf"I l N i0 FAG( AT 11£ P Ce liW EKt5T7i0 AsiRW,T LAYERS PROPOSED ASKOLT LAVERS _______ UST------ %MASS PRMOS9 AREAS[ ----_--__ CddAC1ED SL9GtUDE CONSTRUCTION JOINT DETAIL REWVE CaSTa1G ASPAILT LMM TO MSTTIC SJBakU NET RERIVCE WITH MiF0.SO ASPWLT WELD" LAYERS ® PROPMM ILh'.eAI$Y, i'/, MCN TWCI( ASPIVLT WAM OWM (Sa NOTE 61 " FIWE[D Hf WRi$ iE HMOt! }jssMV r0 .�fr THE FiAl TKG(NElS a EX1sfWG ASPHNr LAYERS NOTES: L ASPWLT PAVEMENT WOEW4 WH L HAYS A PAYEIJ'WT DESIGN H ACCOMAKE WITH 0.41RENT Y007 PROLE MM Hip BE MM KD OY TW C"Weat. 7. $VBSIRFVM.EOR}NplL�WE� tWA 7K CXSINCIAL EVEN PROPOSED PAgVENI IL{NItT 3WL BEX�IEMFS EOON MA`A 1Off O�EkGL L`3 OF EXSIPIC PAYEKNT. 3. AA`OKN LAYERS, I7ESE��WRE LS U N.L PSP° NO l& TRH(`�COO FQT M TRAVEL LANE r0 DETEM" TW TYPE HO THIUMSS OF eMSTWG 4. TW ADJACENT TRAVEL L" s Ee -LED ASEO NF@AM OEPTN CF T V. , NICHES m NO REPLACED WITH A4 ASiOLYT W3/tE COIR9E TO PATCH TK W PROPD PAVl7RNT WEEHNG SURfA4{ COOiSE. ullESS AVEp 6Y Yt'1FFJ1. A TK EJKM'LR WY REOLW TK A LMI DEPTH W- TIE EXISTM PAYE100 TO OE ADJOSTED TO AO'Ca M ACCEPTABLE PAYMW CMS-SLOK HD ESFECTM VMACE CPJOOa. 6. EGSTM PAVEMENT MAR12" AAO M.V OIS WITM THE PROJECT UCS SWL BE RESTORED SLeECT TO TK APMV& OF TK ENGD=R. 7, FPYL TRH6YERSE PAYEHFXr W-H B L CWMM TO TW REOL49ELE n OF SECTM SZ.05W OF TK sPEGrIWXM FXCEPT THAT ALL JgNTS AT Tgg-v1 LOCA1XX14 SHALL BE TESTED LSW A G FOOT STN:GNROM H ACCOPCANCE WITH TK PfOUMONTS OF SECTION MOM) Or TK SPECETCATIONS. ASPHALT PAVEMENT WIDENING REcFREA'CE aEv uAo, FOR WIDENING SUBJECT TO TRAFFIC On J03.03 VIROIEA DE AM M OF WARWOtTATM)N Not SPEED IeSS I LIMIT ROADSIDE SIGN than BUSINESS CAR 0.6 m I RESIDENCE DISTRICT (22 t) E r; SQUARE TUBE STEEL SIGNPOSTS Square tube steel sign posts shall be fabricated from hot rolled, carbon sheet steel structural steel quality, conforming to the requirements of ASTM A1011, Grade 50 except the yield strength after cold -forming shall be 60 ksi minimum. The steel gauge shall be 14 gauge for the 2 inch by 2, inch posts and 10 gauge for the 21/2 inch by 2'/a inch posts. Posts (inside and outside) shall be galvanized in accordance with the requirements of ASTM A653, Coating Designation G-90. Posts shall use an in ground anchor system that provides a stable installation and allows easy replacement ofthe sign post into the anchor system after vehicular impact. Posts shall conform to the breakaway requirements of AASHTO's Standard Specifications for Structural Supports for Highway Signs, Luminaries, and Traffic Signals (1994 Edition including revisions). The Contractor shall provide a copy ofthe FHWA's acceptance letter indicating compliance with breakaway requirements at the time of catalog submission of the posts. Posts shall have 7/I6 (+/- 1/64 inch) openings of knockouts spaced I inch on centers on ail four sides. Posts shall be installed in accordance with the manufacturer's recommendations. U LL � Do" C) Co CM 0O W 0) io a Co O O Lo v U N i N 0 N a N Q L N N Q y C +� U) B a O C) U C o Oa T c ti Seal and Signature � ; o O Q U_ O a H PVT OF C � VjP CK > o O � o BENJAMIN C. v W co MIONTGOMERY ti a o, O o �No, 030342 wc� pLn N 1 o ASS ZONAL E DATE: AUG 19, 2008 SCALE: N/A FILE NO. 08-067 THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING SHEET 7 OF 7 ADMINISTRATOR PRIOR TO CONSTRUCTION.