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Home My WebLink About16-06 JMP Development - Auto Parts Retail -Mini Storage - Opequon - Backfile (2)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 EXISTING SPOT ELEVATION EXISTING TELEPHONE LINE EXISTING SANITARY SEWER EXISTING ELECTRIC SERVICE EXISTING GAS LINE EXISTING STORM SEWER EXISTING FENCE LINE EXISTING DITCH LINE EXISTING WATERLINE W/ TEE EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING REDUCER EXISTING TREE DRIP LINE PROPOSED FEATURES ioi_ ® EX. FH PROPOSED EDGE OF PAVEMENT PROP EP PROPOSED EDGE OF GRAVEL PROP EG PROP. CURB & GUTTER PROP CG-6 PROP. REVERSE CURB & GUTTER PR G- R PROPOSED CONTOUR so - PROPOSED SPOT ELEVATION # 2221 PROPOSED STORM SEWER PROP. 24" PROPOSED SANITARY SEWER PROPOSED TELEPHONE PROPOSED ELECTRIC PROPOSED GAS LINE PROPOSED WATER LINE PROPOSED WATER METER (D 1 °°BNA1 PROPOSED FIRE HYDRANT PROP. FM COMMON LABELS & FEATURES PROPERTY LINE OF PROJECT NEIGHBORING PROPERTY LINES EASEMENT LINE PROPERTY CORNER FOUND O PARKING SPACE TOTALS 12 ADA HANDICAP PARKING STALL, SIGNS SANITARY MANHOLE IDENTIFIER STORM DRAIN STRUCTURE IDENTIFIER a LIGHT POLES LOCATION OF TEST PITS EROSION & SEDIMENT CONTROL FEATURES INLET PROTECTION lP OUTLET PROTECTION 00 CHECKDAM W @ DIVERSION DIKE SILT FENCE W/ WIRE SUPPORT O SILT FENCE W/O WIRE SUPPORT SF SEDIMENT TRAP CONSTRUCTION ENTRANCE 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 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 tap 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 department shall furnish and install all water meter through 2" in size. It is the developer's/contractor'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 ". d) Al! 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 %" 3/4 ", and 1 " water services. d) For all 1 1/,2 " and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authorlty will 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. a 1. Permits must be issued from VDOT 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 site will be the responsibility of the developer. All damage must be repaired to orlginal conditions. 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. 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 95016 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. Al! 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 thirty days. 2• Building(s) must comply with the Virginia Uniform Statewide Building Code Sections 304 (Business) & 311 (Storage) and the International Building Code/2003. Other codes that apply are ICCJANSI A117.1-03 Accessibility 3. and the Usable Building & Facilities. 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. 4• A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for 5• building permits. Plans must show all ingress/egress locations to the exterior per ICC/ANSI 117.1-03 and meet 6• requirements of Chapter 17 of IBC. Maximum slope across handicap parking stalls shall not exceed 2%. A grease%il seperator shall be installed if a floor drainage system is installed within the repair area. The 2003 International Building Code can be utilized for building design. FIRE MARSHALLL 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. 5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed. J 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. VICINITY MAP SCALE 1 "= 1000' 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 52 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, w y 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. , ®° �, ®k1 • : . V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in QW accordance with the current edition of VOOT's Work Area Protection Manual. Furthermore, all traffic control flaggers be VDOT &Bridge Specifications. « , • , " • . must certified in accordance with Section 104.04(c) of the Road Itt, V4. The developer shall be responsible for relocating,at his expense, an and all utilities includingtraffic signal + ' + ` ' • + ' ' poles, junction boxes, controllers, etc., owned VDOT" 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 VOOT. Any additional incurred a any field revision shall 41 ®°®®+ •®®®°® • s �� ® , ` m expense as result of • • 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. PROJECT I F I •'IA T N 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 Owner Developer and VOOT prior to initiation of work. JMP Deve/opement Co., LLC JMP Developement Co., LLC 150 Major Reynolds Place 150 Major Reynolds Place V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined Knoxville, TN 37919 Knoxville, TN 37919 length of time. VOOT requires 48 hours advance notice prior to any required or requested inspection. Phone - (865) 769-4644 Phone - (865) 769-4644 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 Pro®erty Data Building Setbacks Per Code Proposed Virginia Erosion & Sediment Control Handbook. Furthermore, access to other properties affected by this project Tax Map Number 74B-(7)-2-D2 Front: 50' 74.99' shall be maintained through construction. The Developer shall have, within the limits of the project, an employee Address Fairfax Pike Left Side: 0' 3.03' certified by the Virginia Department of Conservation and Recreation (VOCR) in Erosion and Sediment Control who Area 1.29 acre Right Side: 0' 29.95' shall Inspect erosion and siltation control devices and measures on a continuous basis for proper installation and Zoning B2 Rear: 0' 51.97' operation. Deficiencies shall be promptly rectified. Legal References Inst #060004752 Parking Setbacks Per Code Proposed V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of Front: 5' 5' construction. Proposed Use Auto Parts Retail Left Side: 5' 5' Right Side. 51 5'' V11. All water and sewer lines within existingor proposed VDOT fight -of -way shall have a minimum thirty-six p p g y rty-six (36) Zoning Data Rear: 5 67 Inches cover and when possible shall be Installed under roadway drainage facilities at conflict points. Open Space Minimum 15016 = 8,418 sf V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered Open Space Proposed 46% = 25,595 sf Use For Parking Unit mace per Sg. Ft during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work F.A.R. Maximum 1.0 1 200 shall ceas n tit t n "t unt'1 an ode uate deli n can be determined b the on Wd d eer b VDOT F.A.R. Proposed 0.15 Retail 6,889 per sf e r a wcr i y q g y gi an approve y cf'' rf V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior Building Data to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the Type of Construction 2C - Metal sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeiled as belonging to a project to be accepted by VOOT and Proposed Use Auto Parts Retail that testing shall be performed in accordance with all applicable VOOT standards and procedures. Proposed Area 8,6:14 sf V14. All roadway fill, base, subgrade material, and backfill In utility/storm sewer trenches shall be compacted in six (6) Height Maximum .5 feet inch lifts to 95016 of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus Height Proposed 20 ipet 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 VOOT Road and Bridge Sian D°°eta Specifications. Certified copies of all test reports shall be submitted to VDOT daily, unless specified otherwise. Freestanding Sign Area Allowed 150 sf (Franchise) V15. VOOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by Freestanding Sign Area Proposed 150 sf VDOT. Sign Height Allowed 35 feet V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VOOT Sign Height Proposed 35 feet minimum design standards and is the responsibility of the developer. Sign Setback 10 feet V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed rn Numbers by the developer or, at VOOT's discretion, by VOOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer must provide to the VOOT Residency Office a list of all material sources prior to the start of Engineering Firm: 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. Montgomery Engr. Group, Inc. (540) 869-0308 &rvev/na Firm: V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density Montgomery Engr. Group, Inc. (540) 869-0308 Zoning Enforcement: will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Department of Planning (540) 665-5651 ' 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 Site Inspections: VDOT representative shall be notified and given the opportunity to be present during the construction and testing Department of Inspections (540) 665-5650 of the density control strip. Erosion and Sediment Control: Department of Public Works (540) 665-5643 V20. Asphalt concrete pavement shall be placed in accordance with Section 315 of the VOOT Road and Bridge Sanitary Sewer and Water: Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. Fred. Co. Sanitation Authority (540) 869-1061 A rt'f d #.--A h 11 h ce i ie comps ion nic�an s Cl pe arm t ese tests. Certified copies of the test reports site// be submitted to VDOT daily, unless specified otherwise. A VOOT 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 VOOT 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. Approval of this plan shall expire three (3) years from the date of the approval letter. V23. VOOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VOOT. V24. VOOT 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 VOOT after grading is mostly complete. Loading Space: 8,614 1 per 30,000 sf Total Parking Spaces Required 35 Pr. Parking Spaces 42 # of Handicap Spaces Required 2 Pr Handicap Spaces 2 # of Loading Spaces Required 1 Pr. Loading Spaces 1 �PLTH OFT Vl BENJAMIN C. ry MONTGOMERY p® No.030342 ww Lls�toVAL , Telephone: Verizon (301) 954-6282 THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF El ri A/leghany Powe+- (800) 654-3317 FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION Gas: Shenandoah Gas Co. (540) 869-1111 OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE MISS UMLTY. 1-800-552-7001 ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. Zoning Genera/ Notes Maximum 1. Exterior lighting will be provided by wall -pack Environmental Existing Disturbance Proposed lights attached to the building & lightpoles. Features Acreage Allowed Disturbance 2. All lights will be shielded or directed to prevent Floodplain 0 acres 0% 00/0 glare on neighboring properties. Lakes & Ponds 0 acres 0% 00/0 3. Outdoor trash receptacles will be in an enclosed six (6) foot fence. Wetlands >1AC 0 acres 0% 0% 4. This project will not disturb any environmental 0 0 mLL N a w W co CO O cpf' O 0) C14 FMfir► ® 8 Z f < q 0)> CL m aL CP `Cv 00 CD oc� w �O W� O Sinkholes 0 acres 0 /0 0 /o features as defined by the Frederick County Q Natural S. W. 0 acres 101yo 0% Zoning Ordinance. RIP GENERATION DATARetention Areas 5. The owner will be responsible for obtaining or U 1 0 0 o Steep Slopes > 15 /0 0 acres 25 /0 0 /o granting easements shown on this plan. 6. Easements will be recorded and copies sent to the Z 06 DATA TAfC N F (� THE I.7: E. �'i'AN(JAL 7th EDITION Woodlands 0 acres 25% 00� parties involved. z Z z U Auto Part Sales 61.91 PER 1, 00 Sf X 61889 Sf � 427 A ® E'S 7. All utilities that will service this site must be underground. O Q. Hardware/Paint Store 51.29 PER 1, 00 sf X 5, DOD Sf = 256 A D 's placed APPROVALS SP #I -DUw � � I Q o Total for Drive = 683 A WDVTE's Q 0 5 0 L 0 4 0 k at I � cc Q � _2 1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations Frederick County Zoning Administrator;; ;� ate UJ and utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities. ' ��a q o o _ r"' �.,,., O op M O M 2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots 1. Site Plan approval from VOOT will expire three (3) years from the date of the approval letter. M a and be well branched. The planter shall guarantee all plants for one year. 2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval. 3. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided 3. The Frederick County Sanitation Authority approval is valid for two years from date of approval. If construction is DATE: ,TUNE 13, 2006 to the owner. 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 SCALE: N/A 4. Landscaping to conform with 165-36B of the Frederick County Zoning Ordinance, Planting Section and Planting owner/contractor must obtain a Land Disturbance Permit and agree to periodic inspections. shall be void. FILE NO. 210-06 Procedures and Maintenance. Plant substitutions will be allowed with the approval of the owner and the Frederick 5. The Frederick County Department of Inspections approval does not constitute a building permit. Building plans County Planning Department. must be submitted and approved prior to constructing any structure. Furthermore, the site must meet all ADA requirements and be approved by Inspections. SHEET 1 OF 8 I ru ',OF- 748.00 - - a _- — __ 114+00,,17 • �� •�— a :`;�'i' ` JMP DEVECORMENT 8Y OTHERS._ 1 DENNIS- - TEMP. CONST. ESMT - USE: DELANO N. A4 n a d141 pp - ' EX. DRAINAGE ESMT. mft INS`. ; �T '7 " '- - � --1 EX SAN, SEW MT. � y !NV. CUT=A724.44 jam- --- _------ 1 1 w----•-s 1 1 1 1 i I 1 -- 1 D 741.46 INV. IN 7 2.00 'INV. IIN-73""31 3..ryp4## 4- mmryry�� 4 IV. OUT 7 .93 � 1 1 i i 1 � 1 O LEASE PARCEL 1.0647 Ac. 86—((A))-1 COMMONWEALTH OF I, ZONING:181 USE: EQUIPMENT YA K FENrEON X5p ; « `- SHEET 5)✓i' 7�7- -- t ____- ---------------------- - W&A—"TArA fV7 ' 6., 7 INV. IN--, 6.54 1 INV. OLITI=7 . 1 , I i s i FCSA NOTE: THE INSTALLATION OF THE WATER AND SEWER LATERALS FROM THEIR STUBS TO THE BUILDING IS PART OF THIS PROJECT. LINES SHOWN ON LOT 3 AND THE VALLEY ENT. LOT ARE NOT A PART OF THIS PROJECT. Sea/ aad Signature PLXH o, V �c r� BENJAMIN C. MONTGOMERY p Na 030342 c� ��S10NA1_ 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 ADMINISTRATOR PRIOR TO CONSTRUCTION. Q \ \ O O M ti DATE: JUNE 13, 2006 SCALE: 1" = 30' FILE NO. 210-06 SHEET 2 OF 8 EROSION AND SEDIMENT CONTROL STANDARDS 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion. 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upstream land disturbance takes place. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6. Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. b. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin during a twenty-five year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized, 7.Cut and flll 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 storm water 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 backfrlling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e. Restabilization shall be accomplished in accordance with these regulations. f.App/icab/e 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. 748 744 740 736 732 0 Water ine A NOT PART ❑F THIS PROJECT ONLY INF❑RMATI N - - �SD-2 iL _✓/ < Q 4' MINIMUM OVER Uw �- Z 1-1 Y J LO ILL ¢ 8" ~ DR-21 (SE HIGHWAY w 00 w CROSSING DETA L) F- JcoJ Co Z > Z` 0 o C In 0 + 0 40 7W 772 748 748 744 744 740 740 736 736 732 732 0 EROSION & SEDIMENT CONTROL NARRATIVE Proiect Description This site is located on the north side of Route 277 in Stephens City. The purpose of this development is for the construction of a 6,889 sq. ft. building to be used for retail. This development also has parking and drive aisles for access. Existing Site Conditions The lot is undeveloped and vacant. Adiacent Parcels The area to the west is an Arby's resturant. The area to the north is presently residential. The area to the east is vacant. Soils The soils types determined from the USDA's "Soils Survey of Frederick County, VA" shows Carbo-Oaklet rocky silt loams classified as #6C. This soil is predominately yellowish brown silt foams over bedrock and offers 'severe' erosion hazards. Erosion Control Program . 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. STORMWATER RUNOFF ANALYSIS Existino Conditions Existing site is undeveloped, The following is an analysis of the existing storm water runoff rates. Y I xa STREEI APPROACH SAME A SURFACNO As MA#&w IRMAUS TO BE AS I I ROADWAY SHOWN ON PLANS', {�, C I - ^ - - tRAIINS TO BE AS �R SHOWN ON PLANS' / B µDO ITC T, TST•0 SDEAiALK I ® W I I'OP,IONaL e- 8" FL01r tNt EKPANS10N JOINT I �j MOVE, WIDTH -8- 2�•0" oR AS . e►'MARAINE SHOWN ON "PtCAL SECTION- A PLAN VEW CG-t, • a T'T' �� CLASS AS i. .;• CONCRETE .A7NT SECTION C-C fa CONSTRUCT GRAAADHHE�C[ECHANCES WITH A PARABOLIC CLAM, THE TURNING REOTAREMEN 5 OF ANTICTPATE AOTCO HEAVY TRUCK TRAFFIC THE DEPTH FOR SIDEWALK 6 CURB VPARABOLIC CURVE RAMPS M'ITiM4 ME LIMITS t>i tNE RADASt'OUI.O BE EDGE TM S"OMDER OR ROPE C C" D RACREASEQ TO 71. OPTIONAL FLOW 1.0t -' -' --' -`- - -• - - - �-. ...- - BUILT " srro.TION n H VO FOR PROJECTS. PL ASE N CON1WCTfCR1 WITH Y607 PRQ,{CTS. PAEASE MANLNE ROAONAI SLO%% PE CT++NOE ' NOTE THE FOLL0*VWP a0"1NN.FOR STREET "'•-- D ** yAa�,M4E PAVEMENT SHALL BE CONSTRUCTED l0 THE R, LINE tEKCEPT Ar/Y SUBGRA IE j MeJ CONWCTi-5-0-0E.ABLIE OWED FOR TTEEDD N rOR COWMERCI PA�I/ENI WHICH CAN HE 0 ENTRANCE THE ENTRANCE.) SECTION A - A ® WIDUL CURB OR COMBINATION CURB GUIDFI,WES FOR GRADE CHANGE D ANO GUTTER BEYOND THE R/MLLIETExCEPPT FOR�T� REPLACEMENT PURPOSES. "m USED N CON"IcTION MATH sTROAR0 FWRANCC VOLINC DESIRABLE MAEYIU CC-3 OR CC-1. TH CURB FAQ pN T!f$ STAROMO IS TO OE AJUSEEO TO MATCH THE .... .5,Z BLE CURB CONR'IGURAt"t HIGH WORE THAN BDO VPDI 0 1 3 1 E OE51CH ME" 1300-IW VPDI 53 2 6 X S STADARD. TOBEtUSED WITH THIS TOW (![SS THAN S00 VflD1 S 6 = 6 X TAL ANS ARE TO MCAT To CO<.I$TRUCTION OF A fLOW !WC IS it! TO PRDYOE P091TNE ORpNmANGE ACROSSDIC ENtTTRQMUX1. PORTfON�OF cVrTER TO PkECIIlOE ONOW or 1VATFR. sPEcrItATK'N METHOD OF TREATMENT - ttEf[R[NCE CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES REV.'/01 VWGNA DEPARTMENT Of IRAIP"TAIION 203.0- Propose-d Management A new stormwater management structure shall be constructed utilizing a 12" diameter RCP outlet. Summary Predeyelopment runoff rates Two-year Q= 3.79cfs Ten-year Q= 5.20ofs 100-year Q= 7.37cfs Runoff rates routed throuah the Detention Pond Two-year Q= 3.46cfs Ten-year Q= 4.06cfs 100-year Q= 4.87cfs Stormwater Management is achieved. Water ine NOT PART OF TH PROJECT INF❑N �,kTII IN 4' MINIML 4 COVER 13E GIN VA LLE ENT, 8' SDR-21 z z a o rn w o ¢ _ W d 0 J C _ ¢w ~ Z ¢w ~ Z w U T, ¢w ~ LIJ CLI O CN ' 4 J ♦ Co J > IH I ---I I La_ JIXI JU J JU J> _ JU -.JAR f- Ilk- LE.1-J Z(4 A --I ¢ zw A•_N N z Zw N--I I-•4 N Z¢ I-, • a CU LL_ Zw Z0 + 0 + o + + O .tI + . -I + ' 4 + .- N + (1J + (U m 160 940 X0 400 7W 748 744 740 736 732 3 Sa p i•ie'ryIF�D fig€ Oc-e NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE 2. CONCRETE TD BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3 OWMATiON CURB M OTTER HAVN O A RADA S OF 300 FEET OR LESS (ALOHO FACE OF CURB SHALL BE PA FOR AS RADIAL coMelruTtoN CURB s 4, FOR USE VM STABILIZED OPE)+-0WEO OF THE CURB "AM LAYER, THE BOTTOM (;UTTER SHALL BE CONSTRUCTED PARALLEL TAND O 1HE AND TO THE DEPTH OF THE PAViMENT. 5. ALLOWABLE CR11ERIA FOR THE USE OF CO-6 IS BASED ON ROADWAY CLASSIFICATiON Des" AS OMMANu> APPENDIX A 2* R ANT T • is , I . . THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL 7-0• SUB COURSES PROViDEDD A MINIMUM DEPTH of r 13 NANTAl1�D, �A �y p��'�E TATST1E OPnON OF 'ME 0PRACTOR FOR REVERSE GUTTER - SL❑PE DOWNAT SAME SLOPE AS SHOWN ABOVE COMBINATION 6" CURB & GUTTER 106 REV. 9101 SO2 VIRGMIA DEPARTMENT OF TRANSPORTATION 201.03 tunnel liner SIZES REQUIRED CARRIER PIPE CASING PIPE/ Wail Dia. () Dia. () Thickness ( ) 4 r less o 12 .250 6 16 .250 8 18 .375 10 20 .375 12 24 .250 14 24 .375 15 24 .375 16 30 .500 18 30 .500 20 36 .500 21 36 .500 24 36 .500 ( for larger pipe use tunnel liner ) VA sEOt1ft CAST Ndl . I . % =110I Srm 0G /LFINOTES yN p! play . ,• %� . 1D 4 bnN . '' 'dry�TMDEPTN'WNEn$"EaS�I�N+�x �i)SE ST'w•0�7 ' �' M>D F1 Mf PLNO''S TIC 1UW 03 ( - ICASLW r rtx Nvcar a nc wrrul .AFt TO Pa TOP OF THE ETTaJETIPNL Ooa .7aa4 FLuN '+r' 7VNEN9PN5 k+t-]E••xOLMArE Oi4Y =4 Np.lt FOR 6rIWTNG HW'OSES AiL1 THE Ar.rlliL M(HSNONS SNAP 1. BE fx:TER1aNL0 BY iM .-1NACICR TROM TOLD ro-1 Hi ka4 a 7. w+xtN "Erwac" �ON �nE tivs p,p wr rays wTERix6�CW[NT.vY',VtlW�'K0 BE Wt.%D IN ,TIE, AN PRIDE OR CIE StR.Ott4E. I 4- a. AN TIE EVENT- TIE KfM OF THE-OUTFALL. ; A IEON[R TIM THE BOTTOM OF THE 4TWTTiiI��GNSRTgI)7C1C�ME,VLRl1I�.00Cp_T51�Tp7[�yyySppY�.RR`hhh�2LAE MNlC[�%.ILAI� AArIIL YAtER1A $ BICOETNr�L T'0 PSTNECP[5 v/OgE gYErrRpOUpOEEryrEEpEp�yvpDE�nNN & OR. tRE�'rER�rOR DET.a�S !Ct Sf.VOMO'$tL 0, .1♦r9 ITEM YAr BE PHECASr.OR CASr_aN;ACE. i t x t- SMODTH 0010615�� AMqD�pR XWELY �tyy -C•C rO B¢ PAA�pp T l9efrflNT AplKLut v I TO AQU7TRNO COxC9frE 0 'Herd.uF coe, StrrlexxT. a IEu cr S a rAa• 'I '-N�: r'I .1.>-JN 4 F g PTEY IO. SCG ST/I�.+`-T T-o-], . rOA N.T[rW�t( 1MfF'.M. d' r W*ErER VEEP E TM WXU- PLiMM t~ D®DDDDDDDGDDD ""mWAx` 1 �1Q�f M .4 a �r FVNILYR 710 TM WrSU OF HE yiNCµ rUK. g' D®DDDDDDD E wg q E COIVCgEt� t� gE �51 l W /. `r30oTD °d9). fFtGdi gtXri tC ti &2 A3 . 1+tl�n a• i . `DD��DDDDDDDDDODDDDDcfDoDDDD h 10M�aTET„O�r E, pp • ,•.., awrLTElbplC RON F "`W SMP!yTS CM? • A SECTION A -A' .17 CONCRETE QUANTITIES FOR MIN. DEP TH mil- 4PM" z cac ea atra •taw Tu t5' tceorrrcrcrre.uN apa•SA Yrd> cca4+�n TION O-IT SECTION C C C 00WCPwata Zs•. rox!.l. OD* - tAIT. Cu rdi. Canarere . GRATE DETAIL .Me C.4 E9 C.eft FN - e Tom Teel et 400* APMftATE WMI Con .- Pot. 0a7 S N B. STANDARD DROP INLET arc) -a-' 12" - 24'' PIPE: MAXtMUN1 DEPTH (H) - 10' :T3 mA,p1 VRCw DCOAMMENI Or TRN64QRTATIM X2 Existing SECTION NOTES: 1. Separation of carrier pipe from casing pipe shall be by manufactured steel and/or plastic casing spacers. 2. Spacers shall be placed on spigot end within 6 Inches of connection to bell; then 2 spacers evenly placed on length of pipe. 3. WATER SERVICE LATERALS a) Casing pipe shall be SCH 40 PVC or SDR 21 1) 3" diameter pipe for 1" service lines 2) 6" diameter pipe for 2" service lines b) No spacers or sand fill to be installed HIGHWAY CROSSING -5- Seal u- o CV 9 w Cn W CoCO CO Nq CO O O 4M N a � o o E 2' E O C Q U) ~� Q CL ti C) Q� W 'J �- O 65 W � v p Q OLU Q W DA LZ CL SEP 05 7t Lli- 0 Ct ti °;6 a Z d Signature o O Q Q LL Q) > O QL 3 IL (3 - TH op F BENJAMIN C. y MONTGOMERY CC �o No.030342 �4u T� �� SSIONAL �N I o LQLLJ LU LU Q p \ M \ `ct o I•fl `O W r4 � � c a ^ DATE: JUNE 13, 2006 SCALE: N/A FILE NO. 210-06 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 8 ADMINISTRATOR PRIOR TO CONSTRUCTION. 752 748 744 740 736 732 752 744 740 736 732 12' RCP 43'e3r37% o in rrA Z tiw o rn CIS ti 0 50 SD-3 STORM SEWER PROFILE 752 748 744 740 736 732 752 748 744 740 736 732 12' HDPE sl'el.ox DI-C,? DI-B TOP 744.E INV IN 74 INV OUT 2 ,14 1110 INV /41,bO INLET TYPELDI-3 INLET TYPE- DI-3 0+51 O 0 0 50 100 150 SD-2 STORM SEWER PROFILE BEGIN VALLEY ENT, LLC LOT DI-G 7743, 24' RCP 15' RCP I V ®6 46 DI-F 2+18 16102,5% INV IN 741,46 2121e1,07. INLET TYPE DI-1 INV OUA 741,26 0+16 INLET T PE DI-1 ci �r o > o ti 0 50 100 150 200 SD-4 STORM SEWER PROFILE 250 752 748 744 740 736 732 300 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. W Pool AND DOCIM11M A 4W L SUM WOK FDJCW 70 IM 11081 YPSM U11r"9 AWO 71M: UK or POflt:. _ w J A Al 71D rMW 12ma 70 7W MIND MW AM W= R Mit10 71'M:1fILlM 4. WAK ML AfM) CMVW 71K oa1NM UL .�000;W ;;;&4 finished of mantrole at grade in pavement areas unless yrop tnerNise dreUod (top sttall be set 24' min. above grade f I grade in undeveloped areas) square sk[d pad G thkk around manhole hams In developed areas 314' x 2' buys • f joint sealant W max edjuelmomt rtrge (i t • max.) 24' min. In undeveloped areas 3/4' oatcrete anchor bolts (4 each) concrete ASTMG150 :i • µ firdshod 4000 psi . t • grade ' 72' or 18• (gyp.) t� waterproof coaling S. —�— •• , t. nominal she butyl joint . •; sealant applied between joints and on exterior side •i ofjoints joints are to be sealed with'O'ring gasket ' ' oil variable __ _� 4•-0' 5• w •� ,• • pipe to manhole connection to be 4.1 by flexible sleeve Irnart channel to provide a ` • • smooth transition in to out, • ' S 3'-0• min. for rillmax. connections : �• -0' ma ` 4'4Y max. precast invert of grout .4 %"% •, top of bench 10 be rottom ro loan channel ' c D/2 . PP same elevation as top ,� S ... tp:.: .d•. J .�: G of pipe S ♦' c bedding stone --mow Ni ........... ) ti4 ......: ...... i : } : } }:::} :: : NOTES: t. Manhole sections shall have an external coating of approved poyme, film water proofing prior to Installation. 2. If adjustment elevation exceeds two Inches use concrete adjustment rings with a exterior coating of water proding. 3. Final elope adjustment of manhole frame shag be by shims and non -shrink grout. 4. Skid pad for be placed around manholes located In shoulders of roads. 5. Flat top shall be used if height from Invert out to rim is four teat or less, Frame to be flush In top. STANDARD MANHOLE -13- SEP ohs BEGIN V LLEY ENT, LLC L DI-E I-D TOP 74 9, 50 18' HDPE DI-C TOP 749,50 4 OUT 7 NV 6 DI-B TOP 7 6,50 O 7-4 NV OUT 7 32 DI _ 410'elr0/. INV IN 741.14 INV 0 T 741.40 + 09 TL7F 74 4, 75 INV OUT 241.10 2+17 IN IN 739,66 1+87 IN OUT 739,6i INLET TYP - DI-1 0+59 ti ALL INLET ARE DI-3 ULN o u > o ti 752 1 752 748 1 748 744 744 3,37 740 740 736 ( 736 732 I 732 450 0 DENNIS. S 3 SEWER PR LE N07 PART OF THIS PRIIJECT - INFORMATION 0 1 ` WL EX FM VERIF Y LOCA OTN w A 271121,07. t, 6DIP CL 2 O J J IN o� MMW J~ J�11 JN a rn �'ll Z4M ri �r tr �� W ►� �� W �'�a W ►� r 4. ^ O �> It y> �> ??OR' :z �r ? d 1,41 24 C) ttn � CD ti Rl RI Rl Z W W � LOT 48 74B (- 7))--2 -48 HARLO BETA H. PALMER _ _.__ _ .. ____, D.B. 43� PG. 572 � D.B. 769, PG. 1130 ZONING• RP USE: RESIDENCE C,,,,� ZONING: RP 182.01' S86'0 '14"E USE: RESIDENCE 765 7710 INST. #0024992 ZONING: B2 7nNiN(' RP E t > . r rnr. rig-►.•nrr r 752 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). Z Q) LLJ on J �o LU �o LU Q� oUJ W o � of U LL W 748 744 740 SEE S TORI►�I WATER ANAL PSIS ^> SHEET 3 SEE E & S NARRA TI VE N SHEET 3 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 67% 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. z 0064 ( n a Q C Q QC ° z o u. ct o 4. � cr Q U z � g a j CK z! Cl �. ] � L. 0 Q ] � o 0 � � Sea/ and Signature RESPONSIBLE LAND DISTURBER n �P�TH OF l�QC NAME: 736 CERTIFICATION #: _A r' BENJAMIN C.ko M 0 NTG 0 M E RY A No. 030342 ur 0�k/ SStONA NG W Q p o M o Q e o W EXP. DATE 1. The Responsible Land Disturber Is that art responsible for carrying out the land disturbing activity as set forth In p party p `� g g ty 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. DATE: JUNE 13, 2006 n t 732 SCALE: 1 = 30 80 160 B40 320 THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK FILE NO. 210-06 COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED 8Y THE ZONING SHEET 4 OF 6 ADMINISTRATOR PRIOR TO CONSTRUCTION. 0 50 100 150 200 SD-1 STORM SEWER PROFILE 250 300 350 400 x OF ACCESSAK N ww AOCISSUME power :100-•= AWL -AWAY ZOW ON�� Aalrb'1M VE nf� vN13 HANDICAP PARKING SIGN DETAIL Prune codominant Prune rubbing or cross branche3"- Remove tags and labels.._..._ �`�`""'�- DO MOT Pume term/nal hwder or branch Ups Cut away all boning mpes Remove top of w1r* basket r • �' Widen a� ac holes fn wal, Remove contatner and cut circling roots if container -grown, or as much burlap as possible if field -grown C 2- Prune narrow crotch angles & water spouts Prune broken bronchee Prune suckent 2 =3" mukh kept away from trunk / Soll well to r-contain water BMW/ loll r ' • • Pbrila/y baatllll, water to aatHe bwWffng Area for water dm/noge (PI or Ills could be lnsta/led) Leave so/1d aoll podwtal - do not d/g deeper Man ball dapth Ng hole 2-3 times mot ball width TREE PLANTING DETAIL (NOT TO SCALE) Prune out an dead or broken = remove all tags labels, swnga, wtnVs, sic. fmm pkrn. 2-3" mulch Set top of mot ball equal to or 12" . above gmde. Remove contalner, use sharp blade to make four 1/4 =1 " cuts the letWth of ball and cut a 1 4" X on bottom of bail; k►oaen compacted roots. CONTAINER GROWN SHRUB Prune out any dead ^• K—L n branches. all tags. labels wnw etc. firom r" mulch Set top of root ball esqqual to or 1-2" obova grade. �otro�l burlap D/g boll 2-3 times width of mot ball. BALL &• BURLAP SHRUB SHRUB PLANTING DETAIL (NOT TO SCALE) EX TERIDR L IGH T PDL E LANDSCAPING SCHEDULE Street & Canopy Trees Symbol Common Name Botanical Name Planting Size Height or Caliper Mature Height Fall Color Quantity RO Red Oak Quercus Rubra 2.5" Caliper 50'-75' Brown 17 WP White Pine Pinus strobus 6' Tall 20'-30' N/A 14 • DW Dogwood Cornus Florida 2" Caliper 10'-20' Red 12 Shrubbery & Groundcover Symbol Common Name Botanical Name Planting Size MatureHeight Fall Color Quantity or Caliper Height "• LC Leland Cyprus Cupressus 4' 6' Evergreen 29 CC Cranberry Cotoneaster Cotoneaster Apiculatus 24" Tall 4' Purple 0 BW Boxwood Buxus 36" Tall 4 Evergreen 24 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 165-368 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. ' OT 47 (2)-47 DELANON."--HAR55L01 D.B. AR NP'RP1'2 I CE 75W+ :.....,— LANDSCAPING DATA Interior Parking Lot Data Type of Vegetation Requirement Calculation Large Canopy Trees 1 per 10 Stalls 44110=5 Large Canopy Trees 112000 SF IMP 30,5271200- District Buffer Data Trees Ln Feet Total 138' 42 Evergreen 28 Deciduous 14 LANDSCAPING TOTALS Type of Vegetation Total Required Total Proposed Large Canopy Trees 21 31 Shrubbery 39 39 4' Evergreen 28 28 RETAIN HT VEF 4' CHA (SEE D 10'02' CONS DUMPSTER F AU' SK E e( 50' WHITE MINI-S Zt ti J 0 p °..� W O U �C4 Q � o0 v W q 0, CL 0 Z Y ti a Z Seal a d Signature a � g ti g O O o R ` a 0 0 0 0 0 02 PLTH OF Vj p W W W W W W Seeding Schedule (per section 3.32 of VESH) u BEN)AMIN C. MONTGOMERY w ko ka 0 1.)Topsoil will be spread at a minimum depth of 4 re No.030342 Q o00 p 2.)Pulverized agricultural limestone will be incorporated into �� 0 �, ry �, N ��,' the soil at a rate of 92 lbs per 1000 square feet (2 tons per �o ti SSIONAL DATE: TUNE 13, 2006 acre). ��G 3.)Fertilize with 10-10-10 at a rate of 23 lbs per 1000 SCALE: 1" = 30' square feet (1000 lbs per acre). 4.)Seed mix will consist of 67% Kentucky 31 Tall Fescue and 33016 Red Clover THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK FILE NO. 210-06 5.)Straw mulch will be applied to all seeded areas at the COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR rate of 3500 lbs per acre and anchored with cutback, or CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING SHEET 5 OF 8 emulsified asphalt applied at a rate of 200 gallons per acre. ADMINISTRATOR PRIOR TO CONSTRUCTION. SILT FENCE CULVERT INLET ILL LL general backfill METER BOX and COVER PROTECTION :':•:„.' METER SIZE METER BOX METER BOX COVER v .;"xtiv":i.(.vi6i1'.'?;t::•r. in; ; ENDWALL Non -Traffic 74M32CRG LU00 ;'••, rr:;%%s;;:• %as 5/8" x 3!4" or 3/4" 18 in. Da. (D ;i;'�''��`•��i'ri'r>s.:;y:;z r Traffic A32HH-7 8 "' , •'<"` 8 Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) Fl.r O O '`,. 2 ^j t" 24 in. De. f ; v � Traffic MC-30 (Promo) WITH RML-12-T (Top Lid)to 24' select backfill TOE OF FILL CULVERT irealetl 2 x 4" w th 6' tlia schedule 40 sieel h concrete meter box top 6" painted blue pipe an painted yellow a 3 O iy%,,•. end cover finished All backfiil to be compacted to 9 . '. rode finished %+s��„ 7. 6" --- 95ao of ASTM 0698 maximum sidewalk 6n 2a"•—� 1 grade s� r density. / \\/\ \ /\ i- a .. 1 1.8"dlacx6�dee O stone 6" is" 2 Fete A \ I encasemern l :;,,,.. f I 3' p concrete ,; I t 1 1 (11 finished ,�, f+-- i..A CCp00 8 finished 3" stone � �� ':' \ grade r :; : �. � 0 STANDARD grade surrounding .;; \ Q box 38' >; .:` general backlill general backfill TOE OF FILL ' \ 8°-1 \ • ' 48" BOLLARD DETAIL CL t SILT FENCE o e ' \\ \ ; 4" scone ,:;b.';'>• •DISTANCE IS B• MINIMUM IF FLOW / •-r a- ^'•? ' IS TOWARD EMBANKMENT \ 1" CTS I eth I \ r :;:'2•i:; r r . \ poY Y - screw e O >' 8° 8" 8" 8" type V '0 Lubin PET 200 ::. L FLOW 9 ( ) \ adiustabla valve box o O C __ C concrete y "' \� psi i with SS inserts ,, ;, 48' min. rq 24° se ect 24' select , a all connections r '.: f 2' backfill bacMiV * ONE COMBINA TION location marker p OPTIONAL STONE ,A: .'.'.'... .•....,. as required conaeto dY'-6'dla.x6"dee / \ saddle with \ stone valve restrained .' :•.t`: ; ; 8" in.'' min.:. to main finished stone ,. ;"t. O \ corp stop 6 C Joint restraints r' grade i r 1 2 O.D. 1.0' f S' \ Sterte 1 ! 2" min. - 6" max. `,i'i• /20D. r................................ \ OPpcsite Side , i ::: 'ii:: ?: Y. ; i:: T _ — 12 gauge Insulated /i /i„/i / ® ® concrete 5' scone 6 stone to be type copper wire for line Same Side I'coupling r , rewtyadjustable CONCRETE CRADLE CONCRETE ARCH FLOW^� tracing, taped at 10 (Pi X PIP) C1444 t', '!'r;; ".!'. r..A L• minimum of 6" __� r f';,:»;;.• �F•,y�n / valve box locator marker foot intervals with SS insult and (}� ..... above t of base general bockfiil MIP plastic plug LL stone ^^^---? stone 18 to 24" --+� stone COPPERSETTER 8'x 8 x 16" solid block joint meter Opposite Side Sarno Side (for valves 12' and larger) restraints rv:.::v.•,:e..:...•:,. „r:•::: CLASS I RIPRAP size :::•. r.:':,;r::•i:•:L:"• "MT 3, 357. 5. S8 OR 57 COARSE AGGREGATE // T FENCE IN •HORSESHOE • WHEN TO REt�IACE SIL FEN x 1 4 4 8 3 4" VBHC72 WD-44-44 VB C 2- D 44- 4 5! ! 8 B H 8 i OW l34 5n%5+. .,en. n...Jg.:iS•. rnw:: HIGH V0.0CITY OF FLOW 6 IXPECTED 'rF'•• _._._. 314" VBHC72•t8WD•44-44-B4 VSHC82-f8WD-44-44-B4 24' select 1" V61-IC74.15WD-44-4464 N/A - backfill Note: this detail is also used for butterfly valves INSTALLATION NOTES: SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC NSTALLA ION NO ES' i • — 1. Exact location of meter box assembly to be approved priorto installation. t' 2. Water service crossing street: 6 a) Encase In 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the \ r mechanical pint street, to one foot beyond sidewalk. swivel too with INLETPROTECTION NOTE. b) Install 12 gauge insulated copper wire (for line tracing) from Corp. stop to into the motor box[wrap wire around co 6' branch stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball valve]. concrete SILT FENCE USED AS INLET PROTECTION FIRE HYDRANT ASSEMBLY CONCRETE ENCASEMENT IS NOT ALLOWED IN FREDERICK 5/8" x 3/4", 3/4" AND 1" METER INSTALLATION GATE VALVE TRENCH &BEDDING -10- SEP os COUNTY. CONTRACTOR MUST- -%- SEP 05 INSTALL -9- SEP 05 -1- SEP 05 THE OPTIONAL STONE ARC AS SHOWN. STONE CONSTRUCTION ENTRANCE TREAT WITH WAATETEDEN PANEL R SEALANT, SDR 35 spigot SDR 35 spigot by R _ by gasketed SDR 21 gasketed bell 45" bend bell adapter 70' MIN, EXISTING 2'� PAVEMENT finished I A 1 3� grade 6' concrete skid pad S, „ FILTER CLOTH MOUNTABLE BERM 10" '„ i ':• 18" dia. x 6" deep 6" MIN. A (OPTIONAL) a� Y,ti 4" stone FILTER CLOTH k� SIDE ELEVATION (OPTIONAL) S� Panella Model PA4SV-CSK (4'1 DR 21 gasketed Valvco. Inc. ? cast iron cleanout cap with brass EXISTING GROUND SDR 35 8" x 4' pipe and fittings o Fig. No. 71 BOB I plug having a countersunk square (DOWNSTREAM VIEW) SCH 40 gasketed bell wye �� 1�Q with lid marked head 70' MIN. solvent weld cap "SEWER' VDOT #1 SDR 21 - c eanout pipe B WASHRACK 10' MIN, _._..__.__.._......___..___._..___._.--..__._ _ property bottom section (OPTIONAL) (OPTIONAL) COARSE AGGREGATE TYPICAL 6' TALL BY 8' WIDE line of box finished DOG-EARED FENCE PANEL, INSTALL ON grade 18 back base 4 X4" X8 THE POSTS SET 3 + 1, 0' MIN, FLOW 3, 2'I " MIN �•-- EXISTING sanitary PAVEMENT DUMPSTER ENCLOSURE FENCE sewer main SDR 21 wye 5 _ SDR 21 45' bend DETAIL � location marker 36 min 45' SDR 21 cover - VDOT G B I ~� REGATE TO SEDIMENT POSITIVE DRAINAGE 1 N• COURSE AGG2-10 ACRES OF DRAINAGE AREA: Q -T stone !" ✓c;: ;a,> '..;.d- a c;' �,•;.;c yi' t'" �'� TRAPPING DEVICE ..')�"Y>�>-:t, �'�', •• .•1� "•'ti .�..">R.v� 1'I.,t: t. }C:. t•A�..jl, t"yt4:...i �t.f'•,."4.N I `+/ 45' �' :'s ' "�� * MUST EXTEND FULL WIDTH ^1 v y OF INGRESS AND EGRESS .i Uj " 6" stone bedding OPERATION PLAN VIEW ., " 4 OF 3000 PSI J treated 2'x 4" with 8" r "' ' CONCRETE W/ FIBER ti top 6" painted green 12' MIN. O 4„pipe at200% 3' 0 4" OF 21-B COMPACTED minimum grade 3" MIN. FILTER CLOTH TO 95% DENSITY Q J k"" Q) 3" MIN. (OPTIONAL)\ Ou L �j\ SUBGRADE FREE OF ORGANICS 4 FILTER CLOTH (DOWNSTREAM VIEW) & COMPACTED TO 957. DENSITY Q SECTION A -A LQ TYPICAL SIDEWALK ! � W 6'-7" VDOT #i COARSE AGGREGATE SECTION Q FLOW 2! �'1, LZ SEWER CLEANOUT 8" OF 3000 PSI CONCRETE W/ CL Q SEWER LATERAL -19- SEP 05 ; . -: :. WOVEN WIRE REINFORCEMENT FOR MAIN WITH COVER 15 FT OR LESS p 8" OF 21-B COMPACTED -17- SEP 05 REINFORCED CONCRETE DRAIN SPACE SECTION B-B CLASS I RIPRAP TO 95% DENSITY SOURCE: ADAPTED from and Va. DSWC Plate 3,02-1 SOURCE: VA. DSWC PLATE. 3.20-1 ��\ ��\ SUBGRADE FREE OF ORGANICS & COMPACTED TO 957. DENSI T Y i 1,5" OF SM-2A TYPICAL DUMPSTER Q TEMPORAR Y DIVERSION DIKE SPACING BETWEEN W E EN CHECK DAMS 3` OF BM-2 SECTION o � z z A a ado (MIN. 4 8" OF 21-B COMPACTED j CL Z °� A 4 TO 95% DENSITY W O Z do Compacted Soil L = THE DISTANCE A AND B ARE SUCH THAT POINTS OF EQUAL ELEVATION \ �� SUBGRADE FREE OF ORGANICS Seals and Signatures Q � Z Q � O z Z ~O p h� O, o CL PIPE OUTLET TO WELL & COMPACTED TO 957 DENSITY DEFINED CHANNEL 18 min. TYPICAL PAVEMENT Q O O O UO O PLAN VIEW 1 —Flow SECTION UNDER DRIVE TH FV _ — _ -- AISLES, AND LOADING j'Pc O � L a — A T B AREAS r O % -__, �•-- 4.5 —� ---__ BENJAMIN C. MONTGOMERY LU o o o 0 0 min. .� r_ 2 OF SM-2A " -o No. 030342 Q o o N l -' 1P O� M i 4 L i �o v, 'N - 6" ❑F 21-B COMPACTED ��' V t SECTION A -A �---• --- TO 95% DENSITY SIONAL �� FILTER CLOTH KEY IN 8"-0"; RECOMMENDED FOR ENTIRE PERMTER DATE: JUNE 13, 2006 NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. SUBGRADE FREE OF ORGANICS THE 2. La IS LENGTH OF THE RIPRAP APRON AS CALCULATED / \ & COMPACTED TO 95% DENSITY SCALE: N/A USING PLATES 3.18-3 AND 3.18-4. SOURCE: VA. DSWC PLATE 3.09-1 SOURCE: VA. DSWC PLATE. 3.20-2 THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. TYPICAL PAVEMENT FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION FILE N0. 210-06 SECTION UNDER THE OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE Source: Va. DSWC Plate 3.18-1 PARKING SPACES ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 6 OF 8 -_---...-- __ -T--,-"-- 2' CURB CUT NEW 14' LANE NEW CG-8 CURB w..._�w.../.�-.a..w....wrwlrA_. ._-wa...E� � .r. - •at, tea-.. .- .�.... �A �� r T, 1i T .!<,,� UPON COMPLE OF ROW �� 0 BY�OTtiERS 1JMP DEVELOPMENT DEDICATION VD LAND USE NEW PROP ROW T a PERMIT REOU FOR At 1 - CG-1. 1) %Vl1 19TH'.... t 31LTAT II'fiEWO'1`tfj tJ Ntit 3'aytl[0 tamt R0ADS1& SjGN than �,�w ss/YA•� yy��.l 31 ,] PM IiC. 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YtlEl:r 'A.L ^.Cr f'ari. •. k. . wa:'o I � i SV Af. ."I AT ^' a : Y On5 _ QTT Al n T r. Dr l 1 sT CLs1� A1 U14 1SwC1 Ala hx T't�y Y1 , M rn/•,p '11C�R:Zai4tY15, "�-r.TIQV 'i,r:rlt# W- ' hla: . .f. T.Fj ry 4 .1A i t 1;tY�1'EF[IY �1♦ 1 •'t t 0 0• >a D' 4 1! 1... _q MT' llty C�,tA. PC t5 . TA t .. s.+tq)s.T_.. 7ti-4 4r 9 •T s'1 ��.1} fN: f.' i. A.'� f aVs: tlN+l_ Ni' sILLtL ' •: A .UY li 1 A' TT iL1L'Y- fDEna•O p8r6 L^anl A Vr1- . 1 +6:.LCC ALwii -;NXL HX,S A!A'P_V[tr.),.'9LV Pr•. Pf.1• .qC!'.-K _ rT^'Av1 KPt^vEe O'i PC pA]kM.'FK ' faitA DY¢: Av f- Lnh VLW r- -. - t _'AV _�.1C 4t1�=N1NG ua 21. %*4Fa:irnl'►dC aP-W#WPO'-Tar S?,1 ' . WI ^t l � . 26,001 26,001 EP (L CA ION VARIES) EP CL❑CATI❑N t . 'L `�' +,.�'. i:. '` c{(:.: .' -.. 1 .'iA= Ir r .F : rs.i'-z - .r:�29 1SM00-gk="Mr.'-4 ':.�*".R.Fc'3?S,ir"•r,. _ .�'X' a -Ao. .. ' 'S r ,.3 ,.` _ 1, 1 " A . ,... 3 SM-9.5 SM-25.0 CG-6 TYPICAL ROAD SECTION- mffy 20i Poge6tl-76 STOP SIGN MOUNTING HEIGHT TO BE 7' TYPICAL TRAFFIC CONTROL . . signing Fur Prof w Llmib (Fiffure TTC-36.0) 13DTgs Snpptrrt 1.:Tirfs layout dgticm signing taxlutTemgltR for desi"Ing the hegionnig'AM smelt termini of cimlthiction p1gt•Lt. 'Fhc plafArre of the,sigrur is tu.inform motnTisti when they me entering and exiting a potential ,comifucrion erns li hie layout also applies to multf:lanc hiyhiveDi including rmiftcd aCcew liiXhs4ays; SMot4rd:. . 2. The ` RIDAD UNDER Cb1Yb"IYtUCTION" sign eihri(I be placed 2110b' ±florin the project 'Iflrift, or SOO' +. . _ prior to any other censt►actbr wyrtttaQ sites. Qgyo": . 3. On opjects whom diets Ls a line ti u4 set gp,fbnattiKdon slaps and tlit !math of the actual Stork iaae is unchanged tluritui I L94DFR CONSTRUCTION" sign mxy lie eliminated as dttected by ON: District i ralTra Engineer. Mandsrtl: 4. (In ratadw•ay:. having a median wider than 8%tell and right a*8 assemblies shall be rsgrilred. S. AIIWAne woos w#bw thdprojgct kmitx.rhould br xtmtA-d wkh projecf icminl,vi*nt. CTTim sigaing3horivn i60" x 24"i'is fat Primary and Llmlwd Access higjlm 6s D+' For 5ecoixlm road .V-.Kypns, AV x.24" mae be used, I- May 2005 Page 61140 TWICAL TRAFFIC CON'fROL Flaggitrg 44wrathm On Troll -Luxe Reed (Flgore TTC-18A) (':aidmlee: 1. Sign spachig dlslan'e .drouhl he 540'466' where the twixied speed hmil br grater them 4.5 mph, and -ISO 5Q0'v1mrr. dw pared tpeed lindr 0 45 no or less. 2. Care should bd exached when miuhiishing the limns'Af die work rote M 4-aure oRiximrmt puss16j6 sight dislawe in.ohanee gfihe jlagger sltdlon aid rrY mUko. bated on the pasied speed havil and al least equal m Or,rre ter darn the vulgar in Alipendiz A, Page A-R• 3.crc Ri hwir W tvr otlmelric cmm hi tin of 4R" x 4l' - c MCs entrji 3 i1stA. Standard: 4. !lagging stations shall be located far eltoagh to advance of the work zone to permit approaching traffic to reduce !greed and/or stop before passing the work zone and allow saffleknt distance for departing tratlic to the kft lane to remm to the right lane Lernre reaching opposing tragic (see Table 614-4.0 on page 61-1-4), Settlon'28.04 1P S`)p fiil•i) . Standard:. Wbtat a ctya Ll med'to Iadicale that traMti to always retptiral to step, a STOP (RI-1) d8n I tee Tiparre 284) guill be fiord. . . - . . . ' . . ' . . ' The :4TUPsilpr slim! be suit oct*pit *0 a wldf6legend and border ohs sid.bsckstotmd. ,Secetidary' . ' k .1MA, 01 he WSed olt STOP SIP tease.. IPupPropdAte,a AVjl;1 a nW" pie4ne (Itbat ArRIA41.xhull be used to display a secondary legeed. Such plagues (Axe Rupee Z-0sbaftbas'e'n svhite'IgWd,mvd . birder on a red hack If the number of approach i ctratrotlodb STOP at an irai Fv there or laoi e, the numeral on the auppleuientel ptaga4 N !teed, shall cottgsptntd totlte aLYnal iwmtwmlrer. of legs controlled by STOP signs. At Ioteesectlons where all approaches ate corAmiled by STOP dj= (am Seedoo, M07), ampplaipen� . piaikae (R14 of R14) Ahall.be mounted below eadt STOP 499. awcaa: . the :ALL wAY:(Rl -I) suppltsneplal'plsque'fnny hu vmA i'nxtead of.ft4, Way AR 1.•�) Rupplemenutl (rlaqua . Support. . . Ti e, dedlrtt and applkAffdn of .%V Rooms are deserfbed ib Secdon 4K.05, . . ' ar+.TAafln2aat . Sectltw M06 STOP Sian Piat"mat . , . . Standaa'de . . The ST W a10 s1 O be. htdalked aii t1k. side_ tip the.upytvach to'vitich It Applies. vium the STOP SIX" la i�tlled at thkc.eepuii ed locatiat aid fhe star vidt0ty is resttieced, a Stop Aliesd sip (". a Seesfon 2C,2k) aid( be Talstalled in adttoce of Ute $TOP silts. . The srOF sign shag be located as do x ux procttcnl to trio laterNeclioa lEireXtriatcs, srhileopti its rlsibiift to th a ro*4 U"r it k intended to Tr" late. STOP signs Seed V EELP st(pta shalt not be mounted on the sate post.' (iuldaisce. . (hhci than a.tX) V(yr'I-iNT'SR iign, no sign Rllonld i d ritonm[E rl ]iar; k_hftCk with'a'MT'asiga nl A nlYnilee . that obscures the shape of the STCtP Sigm . Suppoit; Seedm 2A 16 cd111frin5 ttdcliUWHi inftxmuiLVt-aLtau sbj%aale and ci)mhmedlrwmntibS eF otter slps whh Se,ur signs: . - . Stop Linea, whw used to supplement a Y" sign, shmild be mated at the point'"cre the road user should stop (Soo Satiot 3H.16)- . If only vate STOP sign i s installed on an approa 4 the SAV silt!x should to be pltietxt Lin tkH- ftu side.of the ibtetSlworl, - . .- - . WbWO two wads 1nlLmt at an!+gale a»gle, the .STnP ctgn should be poudoed of an aanrle. oc shielded. so that the lcF!nd is out. of.view oParabic to whicq it does. not apply, ' ' hr dole there is a marked ctosswa k at the ititerscutioaa. flue b"l'Op sign shouldbe installed in advinve'of the LWM%rtixlk line 71 .-,1'13] tli. y1lY-Nogr barite. _ - _ . opuonc At wide• throat invermcdons of where two or more aipVokh lanes or traffic on the dulled apprised, obseivanct of the stop COdtl Ul rimy ire impsoked by the invallution of an Additional STOP slp{ on the Ieh side of the R d telvo,1 T the use err x .crop 11TIr., Ai.chAni a izeA Inwtriadons, !fie ndditiocal TI OP sigo to"be. eter'cifYoly placed on a ehauneliaiug, istaial. . suppott: Pigure 2A-2 rhmk examples of some typical placernow of 9f0P slaps. IES) ntw vJ-v % o `4' WHITE LINE � NEW 14- LANt NEW 14' LANE WHI INI-SKIP LINE a ENTRANCE 2' CURB CUT FLOW LINE ENTRANCE - H� _ - FLOW LINE 9 CONFORMING TO CONFORMING TO - .. � _ -�11�' - "' '�' - t+f ` CG-11 STD _ _- - - ..-- " �._�...�" - CG-11 STD -. _._w -.---",_'_- - LDINCACTOINPLIDOT ETION OF ROW - _ r__. ._ FEtiCB �` NEW PROP ROW JMP DEVELOPMENT VALLEY EN�i` I _ CG-12 LAND USEa NEWJPROP 13W = L �$��RC�Fna et�� W . -wo -BARN-R ---*. ,• WQRK IN ROW. RALPH B & MARY R ROLO ATED STOP SIGN I THOMAS A & SHARON E C 12 ROLO TED STOP SIGN GROMUNG GUARD I 24' STOP BAR RSo.O �� 24' STOP MA►aB-- INST.0025491 I I RELOCATE STOP SIGN INST. #0024992 � LOCATE TOP SIGN INST. #0024993 ZONING: B1 As SHOWN ZONING: B2 � A OP ZOfNVING: B2 50.00, OWNERSHIP USE: DENTIST R�P. P. CON T. ESMT I Rso,00' USE: VETERINARIAN USE: VACANT OP. TE COS ESMT. i NKNOWN � I I I I !_jI I I. I NOTE: FLAGGING OPERATIONS ON 277 ALLOWED BETWEEN HOURS OF 9:00 am TO 3:30 pm ONLY iNSP.R:TATUA SFIM,PT A59. . - cG :i' G.ENCRId; i ol: ..wi.' . ..t. -NP 11E- (`TA3__ d*N-14 rWA A: !W,h-.:a ^J" .TFv*:tA1n, E0xU* . - . a. x, dtA1 - W,;--\a1L iQ JC J.A3l RS L' � KU <C �.rF A-< m. it . ' . . . - •IYc - -! •"'A'_�"il At- vL._ MYA:' C[t to li,r'- _%tr H•-"-. ti , ~.:.� T 1 tv .wx it a 1 art' n �yR� a _ :a1&C v.A S'Ivprsm><Z'. Y .Fa.,_� . TRAv„; tYl.•_It 'I'M C NAir(aA, %irl11 M['Nlx&A4 t. YV x'1.. '1'. NY" 'a •w^_ 'v^ - _ A"N YAY ac L1 V -r .1 �% » H. Sark cr IE Enc .rk. 1 TYPE A' a' tAcvw w4s DF nlRti 4" feat:?,.ry J ultra rya- 1- ». .WK �%FFtTYPEi l3-Ai ' r_o1.::i W, yt vSriC rv.:a. 5=17 1bti U!r i;,i. „i� 6' N x.,L,:, `.lu1K ' ' F Fast' t'N::x. S -lit' AYI . .•.g Wt' PFrI �I tY:4 OG» .W3,.��t, vQ . I. al . ASt`gpa; T_aa:F 4ol�sa�i' 3.:A, 1Y.at; ov_ n1� PL.1DC\T or - � �. _ti . .=irCA.t- RAC 'LgiMT. i+s6E:!atT..;.`atartll. hT ln. Ut "CLYaf. d•A. ICrtr:w` w- �Y,y _ ..,,I• - _ uAs .•c ati : rc, AI- ., � , '> A FstC2 FtEx`iR cl A+' t i - 7 \ . qq )! tt•..O - - 2• . aC'-' a"CES'r;F• Ct- 411Jr• 1'.QSd nG DEs'hOT" x 'r.WS: q'ttiY S •• :S --- a_ - . . _ 71-n!�-1-.7 C!.Rf.:i ! . -_�^ raTr 'Y PA-. t*+ilEn- ros ran , Elat: Afc.r_:rri.T,:7„ � J. ai.;3 hAy•a h& nl In(Re••.y'Px :S-DWY dT: aE'rt1A eP',2'aNL, t_ AiAl i t I' . A .E ^_TJu`a.'_,,L� T.•Y A'! e. U• Pf.R„ ' .ik4s,TR1t5 Nala>r�k . . ' . . . • . - . - - . . - . . . A•. n N. u pp t E ROUt[ att -nT a ' l '1" SSIBL . ., . , A.I•GtIi Y •rile • ..- a -Y C3tu . ..,Sf! :,fAAlSS '• a14 • E RPi' x .. • . p 1 .C, S M;. P:CQ1biE�,. ••Nl sl x%,\$AL .+cY 5.7iIr 84:--= r rnrl`1 IVi'11Tn Ae LYI.Y;SIra_kA' �Y w�d� C,. Al ASS 0? Ac OF-".TE? _• 'if AW:'Ati.h, At3 51'WS �0 yy w •�'"� 11'AiL.`. .'aA 3SI STOP IafE:•' t1a; rdi.:YAn :ti' : S.tq - v ' f - w A�1! if - Ili c..••! �" A.^.. S•i.i A'11 .'W •-�. "�'a. s Ealr Ia \ ' :� sty a.s-iu.r a'• <sE= _. • .... .-. - _\ - .ANT .. h:'I k' I'i S lY Art' 4 •AT :: rt• AsP1C: 1 1 • N to . G?. I . it - ,jl „ay-•--••- - - _- _ _., _ ' - . - C?'-- ' Y. tALf!S & Y K' . ti: f1 f 'trt+aA i �- {-N _ - W a IMtOv ]. ^,A' AItCC - 4EC'.:lt'tS ] !•INI - t •-�_-_ _•_ __ _- Al 7' IiY. a •- . "NE ryaE `.Y'Et�+U s' f'UCLLT a'•:IRa TrS L.4R5 1! C!(:tYd'Mi A\:. �+ � �F'' "��lx IMvI'Y.�NI - `1rA• nlr r..k3 A Iw. t:lt' - 7;.V ct ,4,.: r.. 11PCYaO r!. `- '� ~ ~ ?D? PC trL^ ,.LM TO iFE bti9: - . , nl :R ...6 VF ti ..a, •t ,.INN . . . n. IYPIC.AL 'S_VC.N':IY'S3Y'YCA Y. g.1 �.rT.. rXdY'I.IL LV"Nf.`.r• YMNILAWP:f .•r,�: . W - 1; w A:^ M3.TA.: '1 iX +flit . HEA Tltt., �. 7a41'k:. v . "i't T0. 3TA\7JF. •1,1"L�SYV^hL A. 1 yIPA•P• f X i tL T 4t .1 •+F v u{ AFR__E:. ��& f"T?P�Y'.f..Ul hit _ IR„L'2 IrtA^r�i rrR CCtpaE1. ptfW •7 tr--- CJ .AL �S 4t M.-O-r! :loge A01T 11 invi A,Sriovot, Agv,vAnk - T-: VWVL4 "WIN S�AI t.• 1 4hjr 4'OT 5-A7<O .SE ^X . i - 1 .rw, - 't f1a+F Q �,7 _, - O� r h . rr r •'•}�• 7� %.19' �. . f , .A O'C -C.O'O '. `� { +. ".u.;oa.c'o.0-60TS0ccac.a'6'"' . .u.o'.6-rvo n'ri SC' a C 00'ir 0!V. � �, Ea I-:J . . . . t 1 • A�ll Y SAS U4Y:ilt N't, O. o ,(1•Q A t? O . 'ry,'O iS .cS. 4 . ,wrler' . . O' O Q'li n'ti P O o v O'.'0 0 0 �- 1PUf1CA-i ' .:c:' rn'a'eatt�rl . 7 u:Ca rF.t ... Ltp7A_ . . . . . . �;(a ' �< .ii- Tt`-i' _ 'YVA tN t .. . . i10E . caw. al•staeac . ' oa tfcT .Pti9611 IH1ts t i> Ais1.ptie slip' Fxwf afii3Yr fit. d 5o[+r y I' (,. t . . 1.e >xeaAs« . ni .-.S". t t1UtHNpt 44. . I 1 '�: AOfK " I. -'� - . r. P+a A . tQiC'� 711yW��`-,""n"Ootiti.. ' .' ' lAet'OF.,CIIIS, . { . C1ION A RLAl1 . Sf R �..... I ' ... 'tl' . AJQ"cr- i- A9Nt Kt eXR1! A��[p 8 . '� .�p•��,' M A 0. I r r . -w1 . a,N jT -.. .« -- 1. ALP. , r. tr .rN .-- aI4 1a OARS t! ra" auetrAr' ' . . aalss . F E VA tifN' j RONT LE T •r eourtrs aOlovElN. ' . . L eXra IS!i` : 4+ i SAIA".'xcur SE1tiT(0N 8-0 +' . . - . ' . -n k t" t4 Y Y Nat[ Gf.OK ' . .t Bi� t At0 4q CQ fi ARD 4` mw S t0 &' �q J 115(p . T ' tPc a :a.x" a.i... NOSC ALL IC artD C ' 3Y DK7' fM .9NrapS. ' 1 • ' \.. YPI e ti8 rirNt SOt1iCTOt at1P[a t YP( �s Vx rto A 71 A fa• TAT v+t t r; rr oR >at a aria ter ofs tD' i1,41erEaaia re•c et tXilaeeae. %. xe 1c'To aF'Agcllwfto reel S x t° . I. . NOSE DETAL$ . . 'IrryDf0 TO aStn' P1 I At.]+Cd.. - r-AP0.4.PAY w4 ? L 'L , i aA I._L:.. # 39' ` ' rolrrela 't I ___._.::,i�� .___a' r - . t . I . v . J. 1 . DET.AII WHEN. L, ' ' f8a.tur rLI racers . ' ADJACENT TO Ctft . . . - - 'rcR'sa trial' - . I WITH Ctl'TtiEF. . , . 00101 at1CY 5011E ST1047,4r-Y, *&I .IQt"�. . . ..' STAi DARD CURB. DROP:INLET . 12'. .30 ' P1Pt: MAXIMUM ' DEPTH (H) - 8' ' - - ' '.. 10FAP' V1ghIRA O[DA4;%a rI Or ..*.;wm.IAT1ON 307 a 3a2 . ,hLt.11lt ":k' t X*1AIt'VLN: C' ^.3A1TP411t' A,. . .. �. .. ryptra l ,'r A ffI c Coo ftl . . . ' stodonay.Q*ra)ton efa i1'ltarit(fer t'aFigare x"1`C4,Q) . mm . . ruidaerr_ i. A -90d0J'J0r ARJEdll], &4K M SHOW DX:'R %t'4:R�+.1XfF.dU x ,git 1hatiN bd plocefl sir Ilk' tg fl.111k leik r"0,t'',v fi t trdts'f led or l7ac'-w4' ►• 3trtet -1y rf (ha lei) A•fta) Id. ft 4 eoied - . L- Stga }Elite! .shoalrl.br 130 ape, Jar rim1w. Uwe" hf�htAYn•1y sand on yrf tabor r»tvAvuyf .if ,400' it'IW40 rite pWurrtd *Vtif lt7nit is pi rums• thin! 43 IiIA ttnd 3J4^3Dfi. pEh rs Site: posted s*skl link i� 41 nrryh sif S•reatCe. ' . . . . . . . . . . . . . . . . . !Standard: a . I Cbanntwifux.devkt ,V.ft .,ng RlsnO fro'at tltr.fbfldT{iWg; . w4ed b)ieed (Alph) ' _ 8 T'ratsi Ming 40 ' . ' ` n` pfwar Sxptcfog . . Sri.' 86r . . . 4.' The hufferfpace 1e11gtb fBLlii tat as a6oT1'q fa Tabiedii 4 for the'pow, d speed ilmiL 5.. CotteW TALeogw (c), . Speed TaperLxnXth - . Limit_ t[aae width 1n. Poet, - If. li U . tS' " 111S 114 131t J9 .11D . 100 . in _" z09. 233 �, - , 345 - . . . . . . 40, 1170. 295 . 320 . 4S 456. 4" ' ' b40 (:% "WI o Taper ik lf- , A7frci"10)' 50. Soil . E5h . 6Ut►. . Ss 50 60"o . .W. Gila 660 . q7o . . . . . SS bW 7 23 f80 fi, A.abA&W Irehiete vt(th Akk.t sit atrgty bits npernfiq in* the tiaatioe .mnde,'ar at few W*.bl - kdomity ainlrkr ,vtitiog, uscilfating, or atrA� 1i0t squill be porkitd'M 10p' +16 *&-age of the -first wox crew. . m: ". . . . . 7. �� 8 'v'k*kle hamrd,lywiing siSrtMs.tb4v,bt•. ts�-d to._ UW;.ttliilt._hi51ti,l m*l, _fwAttim&. tiix-Am. offiti ating.iv ilt1T>,'S 11i M 9. who a jOe road itlterse"It the highwv .Hthra site tooporitry, trafllt 000traf .Totloe ne, addial traffic tentmi she be ed ! heeded. . wqzW ------''"& ' END ROAD WORK 1 - y- t s -� 6 RIGHT SHOULDER CLOSED AHEAD *__ N Sit 101 t, i - - r.; v L aia ROAD WORK AHEAD staa4l U A- A -- or- 5DG E ROAD WORK �- . R usaai D eta A" !Me lee! ,1;. t Aa ( 0 4 --- Was &IS vhll( a M 1 a 1 9 .,,a I I f i 'any Open 401 all siauldrs crivar.ITd:•4.8) A a a 0 >t48 , g'1 ;Da +1 yCq'T•4 4111 b Ott" ROA6WORKAHEAD i . .. TABLE ' 4fi ' 0..�1:ANTa1ES. � , ;*!� It A. 'a . ' REiffF QRCi(46 STf13L . .." ..L .9L01 . a AM . f U%-. 1wrl, c..Y,t. 4, .t. 110. . it ttP. 1 1b. .FI. r a ot: Is I r r, .A -T• 4 rrV.-a^ . ♦ 4 OP30+ 1' _7, F r : If- 'S . - r ... 7: 5 -1 T . t- c 7 =V? 4 tT- a' 1. A s. a Y a ! ■' r r . re 1:' . 41. 1 tr-7- A t• r• a a » J . NOTEr . /. Or t oat ro . Orrtril ML :aE 9g1tn 17r KAal. '!. ' '%+' 'tltF AICAaDS '9iDA1. Ott . 11 V.fit t Y. A. AV,, K PANT �-W � g% x a' Si10D aoM,S A APFRDnaA fAAT' L y�. Y 'r r t tTtr�j NO Y OIA. O '>Z { C a[ f4 a. Aiw AWICLn! S Ili/. aPR G p t 18 flat C:�ruO WlYEN. '. YfNi jPj afA5WE0 n e fares wAL Me; Tr� T - .. w �,Rh � tAl ALL �� . .T71{.rLlrt.. 1' ' . FOa . -. 1a CO/IEAr Tf,9 An aRPT1I . T 1 r PPi Q on.Or THE rHE s .' Y PL/tl'`It"' AD¢R*7aM oT4 oa sTatala rre'kwrl . T Tlta [�pp a: Wily io- o YRjy t , igCht i t ��g N :• - 'YAT rr MtN rx�t .,;APiF�w fLcT"4i. +IEu,. 11[ ,! •. •.rt. T IW.ts'.a r r 'e r£il i0 . ' Ar. .PPS. '9%�(. t F a. 1M S.bP. as ER£ftrA�M t o DUN L 91' . t . � R4Y . tONCr+4CA6. AAC OR 'F Olt' aif1R1t1q f, 't41Y[ ER : NW'a Nat a 'Y -1 gTNt.arrsst -Df . r 1� T � AMS rt oa EACH t'oi r 40 3,' arY4YCRT. ' RPrtF rI fxl T' .. T 7- % 5 ,11A�A%s T�.NKrrQ� c� T . tL ow.»1� r�sn Td Or !f 7K RL�CfelaC. 'N.. /.Lt, R(N� ITLLL SMKL NAVE.A �WJOENDRB.rYNClN ar oeP TK :y .r, T7: NCTit y AN41P 4 ON SIC£ SN ° Ftln9� .COY7A Q.r� OF UNE llS.lFr'' . . s Ttt i. TrK ¢ NT , 1 F 'llf OF tld okE ALr, r of a aunrn s c co et a1 aE+aar q t �N�• TEr - ER4l� Al M . C DY a-. : Pa t1E.' .• . d PAlgiaa7 flPits f0 y9 _ F O��F��ppT�tTtQY ' S?iRlCtt� - ITtW rRtlflt atl�. (r�Eaa yr,,.iUCA,, y(•[ o ¢�A�g . 'It 1Cy,�App4pYp3*,_.Ff��Tt 1S 1O 1K' Xi Ixom. L - p(y �� 7� �p �NX� 7e. .NLET 15"i0 6E 3+/PE0 f0 C3NPDINiB Of . 113 PAgP06fa V-4 - N i%Ptmt O[NMM.+IM1G : PLKIafp,9 t•K 10 . Ate1 . Pb4E' iF I11 . I1fE'¢, 1S' t0' tlE fKLVCfa P1.'4,1 0 � SO 12.'rP Qf 8L01 t Wkl IN E+lEftf bttIaE . $fG7rf t O PL; /5 A' • .. . .d.. p611RLT?L:hT. •0, FOR 0Sc7 =1` j¢p ra��,gs �{F� _li wrL,FT fl. OUr'201 1!''TO,'Df. ON r1 aE 1 1' 7 d 11r5';TEW AY K-PKCASt M CW4,I-PLACt, . 44, aTANOMD xa IS NAY !a Cb/STNU,Cr11 10,. ff. g1.tiCf0aD411�r Mtllff.rT�f�[ l4 9tArwAao Otcvrl0 01•YB.. Ship! 2 et 2. AQl.;b- - 'STANf3..RD CURS DROP. INLET -.xl Ff .. '12 . ' - .30 R[PE 4. "MA.XIMUM DEPTH - .i A . 0) .8. . . . zas "-?*WA apAnTum or vAW OVr4xr1 N ' __ IFF1 1.5' OF SM-9e5 5' OF SM-25r0 v" 8' OF 21-B COMPACTED TO 95% DENSITY SUBGRADE FREE OF ORGANICS Q & COMPACTED TO 95% DENSITY TYPICAL PAVEMENT SECTION CD � UNDER VDOT ENTRANCE AND - 0 Q TURNING LANES OR MATCH Z Z U EXISTING PAVEMENT SECTION 2 z 05 IF DIFFERENT FROM THAT 0� a Z 05 0 SHOWN (A os ti Seal and Si nature W Q z . zt o 9 a§� v o s v o 0 C) V, Q . 0 0 NTH OF G'r u BENJAMIN C. , W MONTGOMERY Q `°o No.030342 MN N 0y t� XN � N- " �SS \ G� ZONAL DATE: TUNE 13, 2006 SCALE: 1" = 30' THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK FILE NO. 210-06 COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 7 OF 8 f T-p•, l TOP ALTERNATE TOP 04 SA" *A- c -c LI 04L 0 am ILCDRNERs REC94k.4E 04ft MINIMUM T �DHART WPICAL Z 77 k4 41-10, OANCTCA L 01-1, 1A PC lwn _4 WWLS 111 LS" 05 BARS tv"THOUTLM) t O'LOW 463 LBSf. NOTES, 1, SEE MURAL NOM pmeov r4* AmmkAL KroaLs, 2- C014MTT 10 BE 4MO MMMOA, NOTESt 3. L. r io K oF rmwAtoms tesm wriTm w ASIM ARE TO BE BALED WTH MORTAP,OR =E_1=�* " AC4% MI uaq ,Rf 4. COWRErt LOVER " MArt, AM TO K Fkft?PW AS A "OLE Wt. R* Rw S. SEE STY4000 DI-L A V400 I)tTftS OF nt" AM CRATE. I ALTiewrc Am7 otrALS oftle 70 ALL PIPED!. LBRIO; %N ARE WMWJK ACTUAL DWE"M MAY VOY IMTH ALTERNATE JOINT OCTAILS STANDARD PRECAST TOP UNITS', V**" WARTM W IF T**t9PW7AT*W T!t FOUNDAT"Lief F Ivitum `0 QTV Pr 3 1 ANO eRM or IIE" ON 7fki* 0, PIPE CULVERTS AND STORM OE Ttw i'A', CI C DND SALC�<+FILA R ULAR. PiPE BEDIING A WPICAL Z 77 k4 41-10, OANCTCA L 01-1, 1A PC lwn _4 WWLS 111 LS" 05 BARS tv"THOUTLM) t O'LOW 463 LBSf. NOTES, 1, SEE MURAL NOM pmeov r4* AmmkAL KroaLs, 2- C014MTT 10 BE 4MO MMMOA, NOTESt 3. L. r io K oF rmwAtoms tesm wriTm w ASIM ARE TO BE BALED WTH MORTAP,OR =E_1=�* " AC4% MI uaq ,Rf 4. COWRErt LOVER " MArt, AM TO K Fkft?PW AS A "OLE Wt. R* Rw S. SEE STY4000 DI-L A V400 I)tTftS OF nt" AM CRATE. I ALTiewrc Am7 otrALS oftle 70 ALL PIPED!. LBRIO; %N ARE WMWJK ACTUAL DWE"M MAY VOY IMTH ALTERNATE JOINT OCTAILS STANDARD PRECAST TOP UNITS', V**" WARTM W IF T**t9PW7AT*W T!t FOUNDAT"Lief F Ivitum `0 QTV Pr 3 1 ANO eRM or IIE" ON 7fki* 0, PIPE CULVERTS AND STORM OE Ttw i'A', CI C DND SALC�<+FILA R ULAR. PiPE BEDIING A TURN LANE ARROWS Insitu by W160a UIM.W- ON* H"OkIpe 'TURN URN LANE LENGTH Tbe'or iems. 40 sot uie 4 L K". 4" 4 . "It L W- 3 wr� Atow swow at ="*IV ir th '—,I Of h"'Ith tW No. Or leov 2 wro.0 st yo"" 10, WN ne"Id 10 Sk*5 ;IMC 6f+ the, ri) 31,004 X7. �Ijj. AT arigw attiowfifig )IT It" tone.. PETAL FOR LOCATION OF EDGE LINES ON CURB, SECTIONS OF ROADWAY (NO GUTTER) No eo" tw reqLirod -two owb and Kk 'A'v'weent wk3s In6culed by the 4- --NO "* 4-4 #Cpared -hw* curb W14 Present H"I irdtatod by It* ,!*le rW Notes by " EnIk"or, sw be 0 r� the 4'iM adVW&# of V* Cf9jMk In ft atmonct of a nwrked "mmik. " stop 6V shobta of 4* " o :* 30, . I 11irl— I '" In 0dVW",QI the nearest e " 1=64 ,69d.oy, S opbws *Wbo . III, Affb.t OWD be ift Otcora—q 4�tb " r*WaI MUtCD. SP06*0 bal-een 490oft toW yell" lines %Wb# 4"L TYPICAL PAVEMENT MARKING FOR LINSIGNALIZED INTERSECTIONS 1301-88 VOGIF&A. DEPARTMENT OF TRM59MITATION s CURS. DROP ir4LET. THROAT'. SECTION NDT&St' . . . . . . . M�W*Ak NUTC11 -.P1*tOMt "A 'A00WIfAL le MEC41T COMT. ME ." H to M JIM ftw#xm C011111bould wt, cowl CLIA A-". a Fdt OQC$TEEL 4. Or %IM es, . . . . . . . . ACTW . roTS W T Sr***b..Ot .� 0 IF W-V 1r, ckm f QLr At 9 WE M 14 Q�A CA im"t WIL SAM CAS %RN , "1 7%, .11PIT V.1f. �L'_'A R0.4. F011W.. A STANOARD Sl-TOSWS 401 WAM* ton. top IWt BEC�tty1WTE 4W WOO .ALL. RO'SIP&S a 'ON 4� tWfft.aT- 3- YE .7 T, we SA if L; Ir— }CALL{7: 4 2W Ve T;F VAWS, Wi4 VANiFACTIAS Vmk mimmum -9AR AEHW.16RCEMEW . . . . . . . . . . . . . . L V \L 1,0241r. Dam To . . . . . Of, TPK SECTION. -A . . . . . . . . . . . . . . . METHOD 'OF TREATMENT IN' DROP. INLETS 10, DP UIRPT" *V E I PAWT To R%RP"ANCIE TATH' & - OltOF Vft rf 3M 0 To ***'6 OF .1, 4 ABOVE �161 VIEW NVEITT PW" XSPO S'TRW71". A . fS TO TCD - 4 AS INVERT S ON eMILAHo CIEW-W caNWETE M% COWORW OF COWM CLASS C1. EXCEPT THAT 15Z. AO UP TO V 04 OMETER *0 co TOW I"I MMETE OR ORCnN =rf?w DCKL 3URIF INOCITH ST NEN6 OF NANO 1ROWELLINC. I COIC AGGREGATE SHOLL RE)AAiN EAPOSED. tWIPOLS'(W MytR' SWING AS SMWNL"EMOj4 An FOR .Raw k. -OP C=. fit" D _rT IS 10 K 'my, , MT)CVLAI? MET AND OUTLET *0 FLOW UK$. -SECTION 0-8. E . T METHOD AW OF TR ATMENMANHOLIES -S TANDARD*. METHOD:, -017. SHAPING. 'MANHOLE INLET. INVERTS v*r,*m txuAm err Or ndodrMATa .. .. .. .. Pi* TYPICAL PAVEMENT MARKING LEFT TURN PAVEMENT: ktD. EIVIENT-MAR MEDIAN "*0 WARTWENT OF M40"To" Odft #M* W W BE >P V'ift- SAW %=446. inn • '*Wenel,T 8=11, 0"0" W , 4W be ift . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . h -M RA FZSPO WYIMATM M WEP VQLEE, STEP REO. ,W in t.�gTL5 4 3;MIM Eff"S TA" I . . TQ 11. ALL BASE LOTS ARE 140 BE IN ACCOKWU VI ft AEMMMMS OF MBHTD MW L, t�P V4&pl,4L� F07 OOR tLy CU7 T5h, r V� No r�%A R N &I H Z r OR 4*. TO A. VAX" OF r LARM T HM TW OUT,-.% 01=, 44NA. 066ft#4 . VM . r . Wmi iftfFsknout. WF ROAD WORK AHEAD . ONE LANE ROAD AHEAD t�t BE PREPARED TOSTOP j ff T� 11 to 4 or Ott END ROAD WORK j3r"jA* oowriAv ON Tw,&,-Aow ROO (FW"rTt-I&Qj ISO II.LA o ar I + I � - � T. -,'(U5E:.F0R WORK ZONE SIG 4S). .1. W.• homommu motwym 4DW mot weir ftli V Ift- =M"w Md 3mv e, lme =4=11 Y t 116�11" bd;lf 401. biv k:,:r In =t��aol tne 1. rtd nil 010 PAM 6: Ine t :: :!�., Ir to 169 "11-Poet Inotmvese. Is Is be GWV% IMPUr"d b*00 640"V VkIn reef/04*1% 0"Wr 01444 rs W*w4d to be 4qL 3, mow" wot M� of Do major'" a0eva ff" , 6!j sip "be my" MIKINTINC; mod Is) I S" OwIt TP. Y 1M wnT 1.4ft t6 In. to, I. L .A 9-.MWV 2W;& NAA&d&*d 10.00 0 el" Woe oneVe, 6PL or A%&1b* r Mirit "of"* 'now 4* 00" Mn.04004"air. WL TYPICAL:' DETAILS FOR STANDARD WOOD POST STPUCTURE. TYPES+.. WA,*Ak7V0C Or. TRARSPC$tfAtft e'I, 6WI! F.,, (;. I ro ot Be PREPAREOVIDS" ! , A,,%' If A ONE LANE ROAD MEAD ROAD WOAX AHEAD 17 to VDOT NOTES (Taken from MUTCD sections 2A-8 through 21) Regulatory, warning, and guide Signs shell be retroreflective or illuminated to show the Same shape and similar color by both day and night unless specifically Stated otherwise in the text discussion in this Manual (MUTCD) of a particular sign or group of signs. Symbol designs shall in all cases be unmistakably similar to those shown in this Manual (MUrCD) and in the 'Standard Highway Signs" book. Except as noted in Section 2A.06 (MUTCD), all word messages shall use standard wording and letters as shown in this Manual (MUTCD) and in the 'Standard Highway Signs" book. The clearance to the bottom of the sign shall be at least 7 & Signs shall be vertically mounted at right angles to the direction og and facing, the traffic that they are intended to serve. wy im. Sign posts 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. Square tube steel sign posts shall be fabricated from hot rolled, carbon sheet steel W 24 Structural steel quality, conforming to the requirements of ASTM A101 1, Chade 50 ROAD UNDER CONSTRUCTION ND CONSTRUCTION except the yield strength after cold forming shall be 60,000 psi minimum. The steel u jet gauge shall be 14 gauge for the 2 inch by 2 inch posts and 10 gauge for the 2.5 inch by 2.5 inch posts. Pouts (inside and outside shall be galvanized in accordance with the A requirements ofASTM A653, Coating Designation 0-90. Pouts shall use an in ground anchor System that provides a stable installation and allows easy replacement ofthe sip A. . . . . . . R. post into the anchor System after vehicular impact Posts shall conform to the breakaway U_ T. requirements ofAAS HTO's Standard Specifications for Structural Supports for Highway Signs, Luminaries, and Traffic Signals (1994 Edition including revisions). The ROAD meR coNsmuctfow. contractor Shall provide a copy ofthe FHWA's acceptance letter indicating compliance 0 ;R! U) with breakaway requirements at the time of catalog submission ofthe posts. Posts shall V) Ll� have 7/16 inch (+/- 1/64') openings or knockouts spaced 1 inch on centers on all four a1-4 sides. Posts shall be installed in accordance with the manufacturer's recommendations. cT Uj C;5 CL ti _j Signatures Seals and, natures Ell U_ L2 or ENO CONSYRUCTION LU LIJ U-3 LJA LIJ cz ct� ct� ct� QC CK BENJAMIN C. MONTGOMERY 17j No. 030342 0 END CON Smcrml ? Is, T ZONAL DATE: JUNE 13, 2006 ROAD U SCALE: N/A NDEk CONSTRUCWN THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION FILE NO. 210-06 OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 8 OF 8 LEGEND FCSA CONSTRUCTION T T GENERA L NO TES VICINITY MAP SCALE 1'= 1000' � �,�i L � N EXISTING FEATURES 1. The Authority's Water and Sewer Standards and Specifications are available at.www.fga-watercom from date V1. All work on this project shall conform to the current editions and latest revisions to the Virginia Department of p j g P w * • ' 9 �' ; s ' �► 2 2. The water and sanitarysewer ortion of these plans are valid for two ears of FCSA approval, P P Y� PP Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control 52 � s ' � � ® i v ' � � � EXISTING EDGE OF PAVEMENT EX EP 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. Regulations, and any other applicable state, federal, or local regulations applicable. In case of a discrepancy or p � EXISTING EDGE OF GRAVEL EG 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. conflict between the Standards or Specifications and Regulations, the most stringent shall govern. ,,,.66 5. The contractor shall tie-in a new sewer line to an existingmanhole b core drilling the manhole. y g V2. All construction shall comply with the latest U.S. Department of Labor, p y p Occupational Safety &Health +, ' EXISTING CURB AND GUTTER EX CG-6 6. When an existing water main is tapped for the installation of a new line: 9 PP Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules & Regulations. • e , Lto s ®k� + • ++, ®+ EX. INTERMEDIATE CONTOUR 48 a) The Authority shall furnish all labor and material. b) the developer/contractor must: V3. 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' • • + + * M . • ; `• • + • . • • s * • 1. make application and a deposit, P pay p f/a err must be certified in accordance with Section of the VDOT Road & Bridge Specifications. g9104.04(c) 9 p �p,2 + • • • a • 'p�,� ' °® ' '� EXISTING INDEX CONTOUR 50 2. mark the tap location. 3. coordinate installation with the engineering -assistant. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal • • • + i + • • % ' . ® a 'v ? .® + PM ® 8 EXISTING SPOT ELEVATION X 50.0 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. o/es unction boxes controllers etc, owned b VOOT or private/ / public utility companies. It is the sole P j Y P Y P responsibility of the developer to locate and identify utility facilities or Items that may be in conflict with the + R'9 • s/ �, ! /� • a 8 Z a > CM EXISTING TELEPHONE LINE 8. The Authority's maintenance department shall furnish and Install all water meter through 2" in size, construction activity, VOOT approval of these plans does not indemnify the developer from this proposed y PP P P ° • ®• • ` O • ® ' �� y m E it is the developer's/contractor's responsibility to have the meter boar assembly installed correctly. responsibility. • .� ® � � � .6 EXISTING SANITARY SEWER Before a permanent meter is Installed: P a) The meter box, with its frame and cover, must properly aligned with the coppersetter. �g V5. Design features relating to field construction, re 9 9 . regulations, and control or safety of traffic may subject to change as deemed necessary by VOOT. Any additional expense incurred as a result of any field revision shall • ® ®.° � � 41 •• • ®`. ®®• •°® $ �® ® ® ,� + « • • ® • ® c c �° a EXISTING ELECTRIC SERVICE b The frame and cover shall be set to final lade. ) er of the develop er. p. be the responsibility• . • • o �' ,' `� � c) The distance between the top of the cover and the coppersetter shall be between 18" and 21 ". . EXISTING GAS LINE d) All components of the meter box assembly shall be in proper working order. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VOOT land use EX. 15'° RCP 9. For water and sewer services that connect to existing lines: permits for any work on VOOT right-of=way. e T PROJECT I O M TI I ' /� EXISTING STORM SEWER a The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. ) y g g V7. If required b the local VOOT Resident Office a re -construction conference shall be arranged and held b q Y Y P 9 Y EXISTING FENCE LINE b) An Application for Service must be made and fees paid before work will begin. the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies Owner Developer c) The Authority shall furnish and install % ", 3/4 ", and 1 " water services. and VDOT prior to initiation of work. JMP Developement Co., LLC JMP Deve/opement Co., LLC EXISTING DITCH LINE d For all 1 1/Z "and 2" water services, the Authorityshall make the to and bring the piping to the P g P P g V8. The contractor shall notify the local VOOT Residency Office when work is to begin or cease for any undetermined 150 Major Reynolds Place 150 Major Reynolds Place Knoxville, TN 37919 Knoxville, TN 37919 'T' property line. The contractor shall furnish and install the meter vault assembly. The Authority will length of time. VOOT requires 48 hours advance notice prior to any required or requested inspection. Phone - (865) 769-4644 Phone - (865) 769-4644 EXISTING WATERLINE W/ TEE install the meter. EXISTING FIRE HYDRANT EX. FH e) The Authority will install all sewer laterals. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public EXISTING WATER VALVE . 10Any water service line must have a backflow assembly (double check valve or RPZ, as required). The assembly roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion & Sediment Control Handbook. Furthermore, access to other properties affected by this project Propert Data Building Setbacks Per Code Propose d Tax Map Number 74B-(7)-2-D2 Front: 50` 74.99' must meet ASSE Standard No. 1015 or 1013. shall be maintained through construction. The Developer shall have, within the limits of the project, an employee Address Fairfax Pike Left Side: 0' 3.03' EXISTING REDUCER 11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector double certified by the Virginia Department of Conservation and Recreation (VOCR) in Erosion and Sediment Control who Area 1.29 acre Right Side: 0' 29.95' check valve or a RPZ, as required). The assembly shall meet ASSE Standard No. 1048 or 1047. Any exterior, shall Inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. E�efrciencfes shall be promptly rectified. Zoning B2 Rear: 0' 51.97' Legal References Inst #060004752 a EXISTING TREE DRIP LINE privately owned fire line shall also have a fire service meter. This assembly shall be installed Immediate/ P Y Y Parking Setbacks Per Code Proposed a , before the backflow prevention unit. ;Radio read remotes are required. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of Front: 5' 5' 2.2 PROPOSED FEATURES 12. FCSA to review the mechanical plans(s) for design and material approval of. 1) the domestic water meter and construction. Proposed Use Auto Parts Retail LeftSide: 5' 5' o c 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 VOOT right-of-way shall have a minimum thirty-six (36) Right Side: 5' 5' Zoning Data Rear: 5 67 v � e GENERAL L NOTES PROPOSED EDGE OF PAVEMENT PROP EP Inches cover and when possible shall be Installed under roadway drainage facilities at conflict points, a Open Space Minimum 15/0 = 8,418 sf Use For Parking Unit Space Sg. Ft Q w Q a PROPOSED EDGE OF GRAVEL pR®p EG V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered Open Space Pro per P P posed 46 /o = 25 595 sf F.A.R. Maximum 1.0 � rq I �' in � 1. Permits must be issued from VDOT prior to an construction in a public right -of- . p Y P g Y 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 b the engineer and approved by VDOT. q 9 y 9 PP F.A.R. Proposed. 0.15 Retail 6,889 1 per 200 sf �, c Q e M v v PROP. CURB & GUTTER PROP CG-6 2. The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VOOT representative prior Building Data "�Zu�®O a = 'y O to placement and fill. Where CBR testing is required, a VOOT representative shall be present to insure the Type of Construction 2C - Metal Loading Space: 8,614 1 per 30,000 sf o v° d w 4 O PROP, REVERSE CURB & GUTTER pR G- R 3. The contractor will remove all mud and debris from the public right of !way that is left by vehicles entering sample obtained is representative of the location. When soil samples are submitted to private laboratories for � , and leaving the site. testing, the samples shall be clearly Identified and labeled as belonging to a project to be accepted by VOOT and Proposed Use Autry Parts Retail Total Parking Spaces Required 35 "N M'4- Ln ko 1\ co �, PROPOSED CONTOUR 50 4. Any damage to neighboring properties including county roads and sidewalks, caused by the development of that testing shall be performed in accordance with all a lrcable VDOT standards and procedures. g applicable P Proposed Area b,.614 sf QJ 0 q) W 0 0 q) Q) v a, a v m �, v 0 a v v m (U n) 0 PROPOSED SPOT ELEVATION + 222& this site will be the responsibility of the developer. All damage must be repaired to original conditions. V14. All roadwa; fflbase, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) Height Maximum 35 fret Pr. Parking Spaces 42 ,� � � b PROP. 24 A®S „ 5. A construction entrance must be installed in accordance with the Virginia Erosion and Sediment Control C,O inch lifts ion �M / of theoretical maximum density as determined try AASHTO T 99 Method A, within plus or minus 2% of op ,, 7'-um moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, Height Proposed ZC feet # of Handicap Spaces Required 2 PROPOSED STORM SEWER ,'v Handbook" Section 3.02. The contractor must maintain this access for the duration of the project, density teats shall be performed by a qualified independent agency /n accordance with VOOT Road and Bridge Sr ;` �,�=t�' PROPOSED SANITARY SEWER 6. The contractor will be responsible for adequate and positive drainage of this site, Specifications. Certified copies of all test reports shall be submitted to VDOT daily, unless specified otherwise. Freestanding Sign Area Allowed 150 sf (Franchise) Pr. Handicap Spaces 2 PROPOSED TELEPHONE 7. The contractor will obtain a Land Disturbance Permit prior to any site work or construction. VI 5. VDOT Standard CD and UD underdrains shall be installed where Indicated on these plans and/or as specified by Freestanding Sign Area Proposed 150 sf PROPOSED ELECTRIC 8. Al/ construction will be done following the laws and guidelines set forth by OSHA and VOSH. VDOT. # of Loading Spaces Required 1 Sign Height iT,Jlowed 35 feet Sign Height Proposed 35 feet V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT Pr. Loading Spaces 1 PROPOSED GAS LINE 9. The contractor will notify engineer of record of any discrepancies between the approved plans and existing site minimum �:`,:sign standards and is the responsibility of the developer. Sign Setback 10 feet PROPOSED WATER LINE conditions. 10. The developer is responsible for the relocation of any utilities required by this site plan. V17. Prior to VOOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VOOT's discretion, by VOOT on an account receivable basis following the Manual On Contact umbers ,.�1 Seals C�/i�.J Signatures PROPOSED WATER METER 1 Uniform Traffic Control Devices. 11. All Erosior and Sediment Control devices shown on this site plan shall be installed prior to construction. PROPOSED FIRE HYDRANT ew PROP. Ffi 12. All controlled fill must be compacted to a minimum of 95% density following Method 'A' of the Standard V18• The developer must provide to the VDOT Residency Office a list of all material sources prior to the start of Copies invoices for Engineering Firm: LTH ®F ProctorASTM-D698, AASHTO-T99, or VTM-1 as applicable. Any fill placed under buildings, structures, or construction. of all 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 maybe obscured. Montgomery En r Group,Inc. (540) 869-0308 g ry g � Firm: �P �1 'P COMMON LABELS & FEATURES pavement must be Inspected and approved b a professional soils engineer. A eotechnical report supersedes P P PP Y P g� 9 P P this If Surveying Montgomery Engr. Group, Inc, (540) 869-0308 C 2 �C note provided. P V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density Zoning Enforcement: BENJAMIN C. ~' PROPERTY LINE OF PROJECT 13. The contractor is responsible for contacting MISS UTILITY prior to any site work. All utilities shown on this plan locations will be determined using the density control strip in accordance with Section 304 of the VOOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test Department of Planning (540) 665-5651 MONTGOMERY V� NEIGHBORING PROPERTY LINES are approximate and not all utilities maybe shown. reports shall be submitted to VOOT 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 Sfte Inspections: Department of Inspections (540) 665-5650 No. 030342 0`a�' `J Q� C+. 14. The contractor will contain all litter and debris on -site. The work must be left' in an orderly manner at the end of the density control strip. Erosion and Sediment Control: FS C'� �'� Q EASEMENT LINE of each workday. Department of Public Works (540) 665-5643 SI4NA L �� PROPERTY CORNER FOUND Q 15. An approved set of site plans must be on -site during the construction process. 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. &nQiX ggar n at r: Fred. Co. Sanitation Authority (540) 869-1061 a �J O 16. The contractor will notify all utility companies prior to excavation within easements. A certified compaction technician shall perform these tests. Certified copies of the test reports shall be submitted T Mgj2e: Verizon (301) 954-6282 THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF j Lj� PARKING SPACE TOTALS 12 1 Z The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty days. to VDOT daily, unless specified otherwise. A VOOT representative, shall be notified and given the opportunity to be present during the construction and testing of the control strip. E! rf : A/leghany Power (800) 654-3317 Gas: Shenandoah Gas Co. (540) 869-1111 FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE O 08 I,, v �•, ADA HANDICAP PARKING STALL W "°° V21. In accordance with Section 302, 03, the foundations for pipe culverts thirty-six (36) Inches and larger shall be MLU UTLUM 1-800-552-7001 ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. Zenin General Notes SIGNS 1. T A C DEPARTMENT OF INSPECTION T L NOTES S 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 VOOT for approval prior to placing ® 4 SANITARY MANHOLE IDENTIFIER O �-- - - - _ pipe. Foundation designs shall comply with VOOT Road and Bridge Standard PB-1. Where soft, yielding, or Z' LZ 2• Building(s)must comply with the Virginia Uniform Statewide Buildin Code Sections 304 Business & 311 P y g g (Business) Maximum 1. Exterior lighting will be provided by wall -pack g g otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. STORM DRAIN STRUCTURE IDENTIFIER (Storage) and the International Building Code/2003. Other codes that apply are ICC/ANSI A117.1-03 Accessibility 3• Environmental Existing Disturbance Proposed lights attached to the building & lightpoles. � and the Usable Building & Facilities. V22. Approval of this plan shall expire three (3) years from the date of the approval letter. Features AeMa a Allowed Disturbance 2. All lights will be shielded or directed to prevent LIGHT POLES The requirements In IBC mandate either a fire wall (Section 707) or a fire suppression system if height and area Floodp/afn 0 acres 0% 0% glare on neighboring properties. limitations are exceeded for the type of construction under Table 507 of IBC. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. 3. Outdoor trash receptacles will be in an enclosed 4• A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for Lakes & Ponds 0 acres 0% 0% six (6) foot fence. LOCATION OF TEST PITS 5• building permits. Plans must show all ingress/egress locations to the exterior per ICC/ANSI 117.1-03 and meet V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with Wetlands >1AC 0 acres 0% 0% 4. This project will not disturb any environmental 6• requirements of Chapter 17 of I8C. VDOT's Installation criteria. Final approval of guardrail layout to be given by VOOT after grading is mostly complete. n n Sinkholes 0 acres 0 /o0 0/ features as defined by the Frederick County Maximum slope across handicap parking stalls shall not exceed 2%. A be installed if floor drainage is Natural S. W. 0 acres 10 /a 0 /o Zoning Ordinance. Q greas%il seperator shall a system installed within the repair area. The 2003 International Building Code be for building design. p /� T IP T ®1Y ®lei T Retention Areas 5. The owner will be responsible for obtaining or U can utilized v 25% 0% 15 /0 0 granting easements shown on this plan. c� EROSION &SEDIMENT CONTROL FEATURES Steep Slopes > acres 6. Easements will be recorded and copies sent to the Q INLET PROTECTION 0 I P FIREMAR SHALL GENE DATA TAKEN FRO THE I. T. E, MANUAL 7th EDITION Woodlands 0 acres 25% D% p artier involved. 7. Al! utilities that will service this site must be z p z Auto Part Sales 61.91 PER j 000 sf X 6,889 sf = 427 A WD E's � placed underground. 4 OUTLET PROTECTION 0 ®p 1. An inspection by the Fire Marshall's office will determine where curbing must be painted yellow. "No Hardware/Paint Store 51.29 PER 1 000 Sf X' S 000 sf = 256 AWD E'S o ° Ll ab off. Z 2. Parking - Fire Lane" signs will be placed on the site by the Fire Marshall's direction. MP PPROVALS SP ��t® wQ J I QO CHECKDAM ®CD 3. The contractor must all n the fire h drants to the direction as determined b the Fire Marshall g Y Y Total for Drive ® 68e3 A WDVTE s § O O � � a O 4. Burning brush piles of natural vegetation requires a permit Burning construction debris is prohibited. 4 (Z a Cr a CX 0 DIVERSION DIKE 00 5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed. Q O O O O L LANDSCAPINGNOTES RESPONSIBLE ND DISTURBER SILT SILT FENCE W/ WIRE SUPPORT Wd 1. Miss Utilitymust be contacted prior to planting. Advise engineer of record of an conflicts in planting locations P� P 9• 9� Y P 9 Frederick Count Zoning Administrator F ` mil Date y g .-� �'�^ SILT FENCE W/O WIRE SUPPORT o NAME: and utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities. x - m+a:».,nMx,a4'+i r„r+•f Q Ql N *`d CERTIFICATION #: 2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The shall have ample roots from date the letter. C/1 M N �' plants 1. Site Plan approval from VDOT will expire three (3) years the of approval and be well branched. The planter shall guarantee all plants for one year. 2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval. EXP. ®ATE SEDIMENT TRAP ST 3. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided 3. The Frederick County Sanitation Authority approval is valid for two years from date of approval. If construction is DATE: JUNE 13, 2006 1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth in to the owner. hall be void l its. th A d i f this nod t the os period, Authority approval t in progress ae en SCALE: N/A the plans. 4. The Frederick County Department of Public Works approval is not enough to begin site development. The FILE N0. 210-06 CONSTRUCTION ENTRANCE CE 2. Note: An on -site pre -construction meeting is required with the Owner, Site Contractor, Public Works, &Designer 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 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 prior to commencing any site work. County Planning Department. must be submitted and approved prior to constructing any structure. Furthermore, the site must meet all ADA 3. The contractor will possess a Land Disturbance Permit prior to any site work or construction. requirements and be approved by Inspections. SHEET 1 OF 8 0 t(2)-47 �i _ PROP. W- j 1 DELANO N. -1 A;5L702- -V� � ..__-_»._____ , j O 766 TOP= 74R8.00 - 43� 6'0 ,ray. lu- 736,70 D.B. ZONVTIG�•R g'� ,V. o;,, 73. n /�- ._ .e USE: RESIDENCE S''F , - t�7-_ 795427E `, - 50 20 0 •.prey '"Q��Fl•v� �`. `,� �. l _ „'J^ .-- _.......__,..+... •^ ^� _ --------------- -�.,,` �`�;,�b ,` 1 )J,�y�/�,�:, �,.�� .t it �-.,:�.� .... -W� p� ____...______--- �s�:is'--__-•�_-�:=�- -''-��_:�, __ �:--�� ._w= _ :=�: 3 �� -_" _ - c- >< MI__E- Tfl �E IKtSs OWN r t7 - / ' -------•- / +746. t ' Lr y a i I G-6 ® 0.00 , f �'t a 10 x12' CONCRETE CON UIT / y i ,,py DUMPSTER PAD ! f ? 'J '� ,d .� r l i w/6' FENCE 26.64' O) J .•r r j ------ N L� ING R ri 73.56' REAR DOOR 746.30��s ry % r-` ' / • ' /:s °c' L 8" CONCRETE APRON J i a 3 (SEE TYP DUMPSTER CONCRETE SECT - DETAILS) R2.00' It 00 2)- /? 4r SDR21 5 1 GEMENIF'� / f LOT 2 SEWER LATERAL S-1 1" CONDUIT 1 0492 Ac. 103' m1.or.- �� C 'NY LLC / INV IN-743.80 IN 4001025 a`� I CORNER FIRE RATING INV OUT-742.77 ��` � '1 PER TABLE 602 IBC --�-- 25.50' --f - 2dOO' Z IN B2 j �� ` f 2003 3.00' a USE R-EStURA 11 ADVANCED -AUTOMOTIVE �� 7f USE AUTO PA�FTS RE AILoo Ia; 6 869 SF \ 6 _ r FF EL746.407A8- -?-02 s \ CG 6 / �� Jr �_� \ r r CG-6 s 1 fl - r a �� ORMER J�IP OEVE0 CO IIVG ti SDR21\ �! r r� . 1 RETAIL V " SEWER LATERAL S-J2 IN•742.99 IN OUT-742.77 FRONT \ D) I \ L ENTRANCE 1011 1 -e- V,�f< a1 7 .76t 4.5 50' BRL I I I 4.5 ' r ti . ; art ,.:`,•" .s7 "' r,,,.-�,� % � .-"'.�'-••-_._-._---{_. �' % ! % 9.00' TYP � ;; �-t�•� h•=:SEY�?tl yr. iTVtFi..• . ELECTRIC EASE E 'ME.N�i D.B. 217, PG. 548'> R4.5o "CONST. n' ~INV 7 75 CG- ��rtt ;. ' aEN0. TRANCE.. .96 ;f... . `�,GV w 740 r a, • IFOffir - r RCP 1 40.00' pp r ' ^ - DJUSTED VDOT RO 743-� • '+ 1 WHITE OPLA 4 i '> • r� ? a2. i I �`, } • z.; % f• I 74-r,��.„„ .-............w .-._,.,,,...,.r. 42.22 C 12 - /�/�♦ ` p1 �.fitcig �' CCIRB"�UT _/_ _ fLf3Wl•-LINE--- qG.i z� i . emu. 74ZYv3V _ .. J rif7v t ..•.--..^aPffieTrnaalrxepaYs..Rtscr r.»e�+.t':N=r._.'"_ .'r ._ _.- --_ -�r _. _ _ -_ (•i _- ._.. �- ..._ .._ .._. �, ... __ _. G - _. .._ _. .._ V ..._ � .._ � G �- � 'f y�f •• .^ _... .�"�•_.� _.ve. y- --- .....,,•.� 1 ! O U ; ".:' �19 T' STANCE 750'+ r MATCH EXISTING CURB 116 + O 4' - ^ ` EXISTING EP i 17 } O 0 / STICKLEY DR AVT91A'1 ,II.ROUTE 27��+ pFAIIR��AX TIKE,`- -PHswDLw - - _. *f - - -II D "=�-; � Y.:'zi" , �y ..,w_a „„ ,r,...,- ..q. � n ,....... �. m `m-._..._ � � ..-�- a ._._ .� •� � w` .r...�•s..,�, s ......, s .r,,.... � _.- W..�..e ®....:,� yg a ......�. �y .,..... s� V 0 R /� o r�-- era 'k'.tR.L^rb:^'._ _.,,MEW CG-6 C`iJRB,.. j 2' CURS 611T NEW 1,V LAN `\`+ ENTRANCE d' 2' CURB�LLI' FLOW UNEI CONFORMING0 -..� Jr.r/Awp-r.. .rr:'r.e fry.. .sw1�. _ y,. . .`--._.�YsQr.� �• .s _ _' - ; f i,_ UPON COMPCE ROW_ ••• „ JMP DEVELOP ~•_ NEW_PRDP__ IW-�" 8Y OTHERS._. DEDICATION VD T LAND USE CG-1 ; 1 e 1, --PINTS R &_t� _'� w �x_�_ �CEf3RGE�W~ & BARB7�cR�1�J� I - WHITkORE-- _ ,i 1 �` ' / I 1 24• STOP .45 _ S ^ ... j0 0' t I RELOCATE --_ -.._ - » "7NSr. " 025QZ 0_.-_._ ___--- _ __-•-__•-1NST. 025075 -..i ; ` � I t AS SHOWN _ Z LING: RPI f TEMP. CONST. ES T. 'mil -- -`-- ' ~USE: RESIDENCE ;` t4 i 't �PQ�. C S ESMT� s000' 0 USE• RESIDENCE - 11 i N o-s a x" nC.. = •�. w,.�-» I 4 y ^-__ - _ r �� Ex. DRAINAGE ESMr. -_ INS'. ex. SAN,;E !NV. OLI'r=1724.44 I I i {` LOT 48 _.__7-4B-((-7})-(2)-48 1 RIM-74.1 ••46 INV. IN-732.00 j I INS'. IN 733•44 IINV, OUT=731.93 1 1 1 1 7D v 0 LEASE PARCEL 1.0647 Ac. 86-((A))-1 COMMONWEALTH OF VIRGINIA [I ZONINGS B1 USE: EQUIPMENT YAI LL.✓ ; / ;,! �» - F_.-----_-----'_`--_•-... _-_..-_----_----- w �� '` � �" •ti TO IS FENCE ON 7 P , ' » 1 I ♦ I RIM-745. .-n ► ` _. _ i INV 6.3 7 I INV. IN-. 36e54 I INV. OUTk736. 31 vo r q Z0 r" FCSA NOTE: THE INSTALLATION OF THE WATER AND SEWER LATERALS FROM THEIR STUBS TO THE BUILDING IS PART OF THIS PROJECT. LINES SHOWN ON LOT 3 AND THE VALLEY ENT. LOT ARE NOT A PART OF THIS PROJECT. Sea/ alpd Signature P�,,iTH OF trf �c BENJAMIN C. 4 MONTGOMERY po No.030342 T � �SS10NA L 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 ADMINISTRATOR PRIOR TO CONSTRUCTION. 2 0 U. N W co00. oPm (c? ,� z o, y �E L •.• £ Mt 0 c T Z z Z o2S ci Q 0 0 0 0 0 0 0� cc c� k ct DATE: JUNE 13, 2006 SCALE: 1" = 30' FILE NO. 210-06 SHEET 2 OF 8 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2. During construction of the project, soil stockpiles and borrow areas shag be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion. 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upstream land disturbance takes place. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6.Sed1ment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. b. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of 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. 11.8efore 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.All 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. um 744 740 Wa ter, lin e NOT PART OF THIS PROJECT INF❑RMATI N -- J ff„r SD-2 CL < A 4' MINIMUM COVER U W Z H >- J Lo ~ 8' DR-21 (SE HIGHWAY H Coo w CR SING DETA L) �- Jr moo Z`W` ZXo CD In 0 0 a nil P. J PI �3 ' o - ' Description This site is located on the north side of Route 277 in Stephens City. The purpose of this- development is for the construction of a 6,889 sq. ft. building to be used for retail. This development also has parking and drive aisles for access. Existing Site Conditions The lot is undeveloped and vacant. Adiacent Parcels The area to the west is an Arby's resturant. The area to the north is presently residential. The area to the east is vacant. Soils The soils types determined from the USDA's "Soils Survey of Frederick County, VA" shows Carbo-Oaklet rocky silt loams classified as #6C. This soil is predominately yellowish brown silt loams over bedrock and offers 'severe' erosion hazards. Erosion Control Program o 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. STO RM WA TER RCIN�F I Existing Conditions Existing site is undeveloped. The following is an analysis of the existing storrnwater runoff rates. ., t M Y. � F I %® EACING A4 LW r ¢ A AY $eIOWM why" TO ROADW AS I I ON DC"e C 1 I / CUR® AND TTAN r w CLASS A3 e. . e • ®. • o. • e. DDEWA&K I ® I • 414E51 e. .i. •+. .®. •i. 6 N tmT S" CONCRETE - FLDTT LPG �ADIUS 010 KW ASS EXPANSION NOR4t EXPA+tsgiF XFe4T SECTION C-C NOTErTw re- 2'-O" OR As w- IAARAttiE ROrAy 51"w ON TYPICAL SECT` A,®J PLAN VIEW fS COAIRUCT GRADE CHANCES WMTH A PARABOMX: WtVE. THE Y1 RETHE O> IEMMYS I' SCOMT HE��AVgY W PARAHMIC CURVE Rom$ gr,3�, E LIMITS DEPTHW THE i7 R�5N0, NE ED4i OM ygTItLOER tPr 8 $$ MAAY, QPTIONAL FLOW LR$ LSE e14ANrE D - - Y U W.KASED TO Y. - -� 5t`O.CC- 97iS 415Eb FOR eGiW.�tCES 81KY IN Ti0A4 'ACTH VOOT PRO.SCTS. PLEASE tAAWLMVf. ROADWAY D ►aatttt,RTTHE FOLLOWING- 60"AI3d'A CHANCE LCOMVIWIRCIFOI�'� 6 TO THE�W Tt[XP 8 RucATDeED STABAIIAIM ACOUIRED FOR M .IE FOR PANT "T CM DE OMITTED IN E►4TWA410E THE ENTRANCEJ SECTION A - A ®CAI. C:IM OR COMMMATXMN AND RUCTTO LNT,,�TEXCEPT GUIDF.I•iNES FOR GRADE CHANGE D ONNDD THE FOR REPLACEMENT PURPOSES. WHEN USED cogiinclow WITHS,RO ENtRANCC DESIRABLE ►SAKI" ORC�yN. t 8F ST-3 OR 1$"TO'k �l.Zs1ST TO MATCH THE -VOLUME .... 410tAITA♦ilT.E CURB COWIGIRtAIM- R*" IMOK IRAN I560 VP01 02 S x SEE StANOM CG•12 FOR CUR® RAMP OESION MEOW 1500-I500 VFOI 531 6 R To DE uSEO KITH THIS STANDARD. MOTs -LESS THm 5GD v0D I s 6 % a I PLANS ATIE TOT A__7,� CONSTTiI I04 OF A fLOYi LDiE MS sugary TO 6DROV�E POSITIVE DRARTAG[ ACROSS R ENTRANCE. ftg0 R TO ff CL M OFWATER. SPECi°ICATM METHOD OF TREATMENT - REFERENCE CONNECTION FOR STREET INTERSECTIONS ao2 AND COMMERCIAL ENTRANCES REv.TADN DEPARTMENT OF IRMSPORTA110M -. 2w- Proposed Management A new stormwater management structure shall be constructed utillizing a 12" diameter RCP outlet. Summary Predevelopment runoff rates Two-year Q= 3.79cfs Ten-year Q= 5.20cfs 100-year Q= 7.37cfs Runoff rates routed throuoh the Detention Pond Two-year Q= 3.46afs Ten-year Q= 4.06cfs 100-year Q= 4.87cfs Stormwater Management is achieved. M sm =I NOTES: I. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. OONCRETE TO BE CLASS" A3 If CAST IN PLACE, 4000 PSI IF PRECAST. 300MBINATON CURB h OUTUR HAVBIO A ITAdQS OF 300 FEET OR LESS (ALOI� FACE OF GK+B) SMALL NK PAID FOR AS RADIAL COM�W A CURB et TM 4. FOR USE WITH STABG M DRAINAGE LAYM THE BOTTOM OF THE CURB AND OUM SMALL SE 003MUCTED PARALLEL TD THE �JOPE OF SUBBA s AND TO THE DEPTH OF THE PAVEMENT: s CRITERIA FOR THE USE OF CG4 iS BASED ON ROADWAY G'LASSIRCATbN AND DESIGN V= AS SHOWN IN APPENDIX A 2• R OF THE VDOT ROAD OE 4 MANUAL. AT THIS TIMMONV RIATRACTOR CUTTER1K BOTTOM MAY BE O�OIdS�TRU�CTFO PARALLEL TO THE SLOPE OF SUBBASE LJEO PROVIDED A MINIMUMIS MAINTAINED, FOR REVERSE GUTTER - SL❑PE DOWNAT SAME SLOPE AS SHOWN ABOVE 0=10" COMBINATION 6" CURB & GUTTER 105 REV.9 502 VIRtINIA DEPARTMENT OF 71IIANSPMATION 201.03 Existing casing pipe or =carrier pipe spacers (see note) end sea] tunnel liner ,O r CARRIER PIPE CASING PIPE/ Wall Dia. () Dia. C) Thickness (") 4 or less 12 .250 6 16 .250 8 18 .375 10 20 .375 12 24 .250 14 24 .375 15 24 .375 16 30 .500 18 30 .500 20 36 .500 21 36 .500 24 36 .500 ( for larger pipe use tunnel liner) SECMN CAST,P!«.I-.}....-.�'_ SCCflbN STCtL . Nt1TES.. ],-y. 2r/i' • ]yy+ • t/i �p B��ET (� p �j{Q� py I�tlR ITN GAEATEA'! VWM .5T+ T.NDARDS . earswsa Faounrc HveRroTl� truria.e - +� CAST. -COLr. � .PoEX' Tp TIE TOP CF. T14G STRUCTNCC .=,I IL .J¢ Nta steel ' .flro .oaoe vas es s rl of u�• y, yii - 8A i T ! AI�N&AIDS 9tltll 9C BY' IMH .1 ba. 11.I tag CaiNTRACTWi TROD, i'IEtR CW�rtCnt6 - •r' yga'� eta k0ddago 9. � ..SFyzfacTrii®CN Ce. 'pwrtFmy d> e"ga• HFfEEmRuiyg pRlClb[t+ A. 91mP}100 IS 'to . ' WLIM IN .Tt6. Im TRik Ott THE stlti.C>V�. jP _ ,�a" : C%+� _', " a?..IN C, EVENT- THE WM OF TREOIITFAML 8rwe .M' M PPE 18 W"R 1". 114E BOrTONOF�� . YIp%Rola•e _ C TI46 bNSRT. C6' "I, T TO' 5g � TRTN C' '"f Arm �M� ST� Sit P OF WATER ' PLAN ) I i 'w�� u^+'�"n* 16ret0 RenW.Aa) ..� . • � T PO 118 Y Tf1A(OT1,0tP,. e A N IME O'� ( =} SECTION 6-9 M'' LuTET` gA ER%rA ° °sE inlHo15A6°s t . .DWDS64s FOR. OLL A$i' ,pE,TA&.. _ 6. nag ITEM U'AV. BE FREGIST.OR Wr-aPI.AM. - CAST RON Our - rt� . 7. A,6 x m-. SUMN tWmtiS,yq,�� Aqp ppxoanJ0.r .TO Tte�p�'E�TO PRF A I-xv, t WTN.VA T:M QO OP 5'A ]•%tr" . 1 1]^ M1arf]1. ueY PROYI�A� S6EcS'tg1�IR7. 3" Ca T�tR•},'s.iOR AI.T[16VATM; pSSY.w �. '� Sod 14oW R H & T'ppeETER"tlCER tlIM'iR"7h]"PLASM . .A94�Isla LLU1JU: .,�cMx --gainr.4T4 R n/yam.aoTH y (TI$ 7)1)rgCt'pF TW yA. i_ 1lO IN. ; e• 1�1�gggp,�11 fT1� fly! T1�tI11' ". "ITgEOT �g'mTEpv" f >cft' oW'g,UII loa�rc UU�o.� A4 9NOMI�NERiOtIf �6. CAST R@7 SECTION A-A� �^li^�I .-+�' 6 ' .i•�:. CONCRETE QUANTITIES FOR MIN. DEPTH l2• co f reb igia 1W CS.. re.. C-ti 0' .SECTION C-C SECTION. 1T - I$. ,�� optW. � CO-0do tg iQ"cRH. pypua. • 4a2o Ca Y"6 Coo",- - . 24,iaurelo 9 C, r6 9.0 gelfi GRATE. DETAII. ft Pa. . e?.91bAtl feet 41 96Pxr.. . APPOWMU Iowa Sete 30 t ea DO STRNJARQ .DROP :INLET 12" - 24 PIPE'.. MAXIMUM DEPTH (H) ._ 10`. ]u W4A1 - VOCo A OWAR7VDn U- TRANSPORTATIWa" SECTION NOTES: 1. Separation of carrier pipe from casing pipe shall be by manufactured steel and/or plastic casing spacers. 2. Spacers shall be placed on spigot end within 6 Inches of Connection to bell; then 2 spacers evenly placed on length of pipe. 3. WATER SERVICE LATERALS a) Casing pipe shall be SCH 40 PVC or SDR 21 1) 3" diameter pipe for 1" service lines 2) 6" diameter pipe for 2" service lines b) No spacers or sand fill to be installed Nt ® U. N W Co � Qp �U) �,lit tV rn L 0 'm ® a `r o •. E L N E O C HIGHWAY CROSSING I -5- SEP 05 Z g ® CL Z aK H Seal a d Signatiure u O O Ll 4 CZ 4. O O O Q O p,1.TH OF V C4 �:. �:I. � tu BENJAMIN C. MONTGOMERYRl- po Na- 030342 �� p ti Ss1ONAL DATE: DUNE 13, 2006 SCALE: N/A THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK FILE NO. 210-06 COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING SHEET 3 OF 8 ADMINISTRATOR PRIOR TO CONSTRUCTION. 752 748 744 740 736 732 752 748 744 740 736 732 12' RCP 4X03.37% C�3 o MZ �W l I -,, O ti4i o rn � N 11 ti 0 50 SD-3 STORM SEWER PROFILE 752 748 744 740 736 732 752 748 744 740 736 732 12' HDPE 51'@1,07. DI-C2 DI-B TOP 744.5 INV IN 74 INV OUT •14 1,10 INLET TYPE' DI-3 INLET TYPE DI-3 0+51 0 + 0 0 50 100 150 SD-2 STORM SEWER PROFILE BEGIN VIILLEY ENT, LLC LOT DI-G 7743, 24' RCP 15' RCP �V O 46 DI-F 2+18 16'82[5% INV IN ii1,46 212,81.07. INLET TYPE DI-1 INV CUA 741,26 0+16 INLET T PE DI-1 CrN Ci N O > O ti 0 50 100 150 200 SD-4 STORM SEWER PROFILE 250 752 748 744 740 736 732 300 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. W PWM IMO DOOMA4TE A ♦W L sum MIS /DX" To T!r Poffm 71111211011 UPS M N,a+a M ut or POM rro► & 11 CH THt ruses rJl M TO rr6 bolo MU ND Datro rt WM TK TAQM 4. M XFU NO CMPWf TIM oa1111111raue 1L Ikdahed op of manhole at grade In pavement areas unless otherwise directed (top shall be sol 24' min. shove grade 1 grfltle In undeveloped areas) square skW pad G thick around manhole frame In developed areas 314' x 2' butyl Iolnt saatant edjustr[tent rings (t t' max.) 24• min. In undeveloped areas 3!4' concrete anchor Wt. (4 each)) concrete[ ASTMC-150 •� firtirhed 400D psi . tt grade —T S 11 J� • tr or 18•(fyp.) waterproof coating ��• t' nominal size butyl pint 1t. •• a •isealaapplied between , nt 4*• ,i , joints antl on exterior side 1 0l )dots joints are to be eased with 10'ring gaskelt ' r RA I var61e •I 4'-0' 4 —pipe to manhole • connection to be '• by f eAble sleeve Invert channel to provide a t ' srt7ooth Vert9ition Into out, • i 3'-0• min, for al connections ; �. a-0' max. max. precast invert or grout [ t° y - t4�i . 'r �', estop of bench to be bottom to form Gunnel .fin. 012 j ' •• some elevation as top of pipe ' •r .y':•r'Mf' 6' bodding stone—:tuKitit1):,:.::):):::)i:i:;i:;ri:)�:):)i:)}tit)t ::.::..... ........ -................................................. ,::........,.............. NOTES: 1. Manhole sections shalt have an external coating of approved polymer film water proofing prior to Installation. 2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of wter proofing. 3. Flanai slope edjuatawt of manhole frame shall be by shims and nonshdnk grout a. Skid pad rto be placed around manholes boated In shoulders of roads. 5. Flat top shall be used it height from Invert out to dm Is four feet or less. Frame to be flush In top. STANDARD MANHOLE '13- Sea 06 BEGIN V LLEY ENT, LLC L DI-E I-D TOP 74 9, 50 18' HDPE DI -C TOP 74 9,50 INV 10 OUT 7 NV IN 742 6 DI-B TOP 7 6.50 -41,40 NV OUT 742,32 DI- 410'e1,0/. INV IN 741,14 INV O T 741.40 + TO 744,75 INV OUT 41,10 2+17 IN IN 739.66 1+87 IN OUT 739,6 INLET TYP - DI-1 0+59 RJ ALL INLET ARE DI-3 ULN O I I > o ti 752 1 752 748 1 748 744 744 3,37 740 740 736 ( 736 732 I 732 450 0 a.ro ?se.so i i, T O47 �48 7))��2)-47 DE N. LOW1 D.B. 4 ��[PG.�2- c a-- ,. - ----- GEORGE' Vl LOT 48 ,t-__-_--74B-.�(t7-)i—(-2)-48 RETA H. PALMER 1 to d -fcn on 44 zn -------------- 1 .rtr� - DE"fVNts R__ A�lr' J '' - _ ____-___.__ WHITACR i _ .,AM__�s _...._....... -_ I ___________�.___ '`~ HIM ___._ ^``.,_.` _-_------- _ , t t t1IaKVMLIIVI� <�,,� j1l!;1'�t,,,� I INST. #�E00024992 `INST: ,,F�026Q$0�-� t tNST.--#0026679---, ! ZONING: B2 ZONING: �,..P::... ...� .. _ �� 7(1NIN(v RP ! a n. f \, 1t,� —... r .nr Tlt'�T S 3 SEWE7R PR LE N❑ PART OF HIS PREIJECT - INFORMATION 0 1' WL EX FM VERIF Y LOCA FDTN q 271 '@l, 0% W 6' DIP CL 52 J J CS LO CS a R Maw W� W^ W� tint\ Z 11 ti 14. ti »�� CD > '�[ LO 3 +o '�+ d' � +[ R1 RI Rl 752 Seedina 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). 2 0 N Ww �co L0 v 01 r. o� o� FN z3 0 , �� O «. E n � E r oc05 �I Z �wz O � Q� W L o oU W �S p w O � O' U U, o �•LI 748 744 740 736 [ SEE STORMWA TER ANAL PSIS N SHEET 3 SEE E & S NARRA TI VE N SHEET 3 3.)Fertilize with 10-10-10 at a rate of 23 /bs per 1000 square feet (1000 lbs 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 lbs per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre. (n Z W Q o Q CD zUU Z o 0 2 W Q U g p o 0 z ti 0 W 0 W Q) o 0 W Seal and Signature RESPONSIBLE LAND DISTURBER THO LPL F V j r2 BENJAMIN C. y M 0 NTG 0 M E RY I' No. 030342 �,� SSIONA L NAME: CERTIFICATION #: W o N a rn N 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. DATE: JUNE 13, 2006 732 SCALE: 1" = 30 80 160 240 320 THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK FILE NO, 210-06 COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING SHEET 4 OF 8 ADMINISTRATOR PRIOR TO CONSTRUCTION. 0 50 100 150 200 SD-1 STORM SEWER PROFILE 250 300 350 400 x TO ACCOAVAUr ME ADOMW Lffiff EiFEC7�VE' � HANDICAP PARKING SIGN DETAIL Prune codominant Prune rubbing or arose brunched"" Remove togs and labels, Cut away all ba/ling ropes Remove top of wire basket Widen ond' acoro hobs In wall l Remove container and cut circling roots N container -grown, or as much burlap as possible N fleid-grown C 2- �. 3' AWN. 12.1 12:1 3' ANN. N CG-6 CG-6 a 1. H/C SPACES MAY NOT EXCEED A 2% SLOPE. 2. RAMP BUILT TO VDOT CG-12 STANDARDS. 3. WHITE STRIPING SHOULD BE 3" WIDE. 4. H/C SIGNS TO BE SET 3' BEHIND SIDEWALK OR MOUNTED TO BUILDING IF POSSIBLE. DD NOT pume terminal leader or branch tips Prune narrow crotch ang/ee & water spouts -Prune broken brunches Prune suckene 2"-3" mukh kept away from bvnk SOLI well to r-contofn water LBdckf#l soil ckflll, ssttbflnbh kfllling for water age (Pipeb oouki be fnstalbd) Leave solfd soli pedsetal - do not dig deeper ban ball depth TREE PLANTING DETAIL (NOT TO SCALE) Prune out on,y dead or broken branches, remove all toga, labels, :fringe, wlne� etc. from plan. 2-3" mulch Set fnp of root ball equal to or 1 2" / about grads. Remove container, use sharp blade to make four 1/4 It- I " cuts the l/ of ball and cut a 1 7" X on bottom of ball, loosen compacted roots. CONTAINER GROWN SHRUB Prune out any dsod h—»n branche& oil bags. lobe% wineay ebc. from r" mulch Set top of root ball to or 1-2" ODOYe grade. r rope ll. � burlap I ba Dig hob 2-3 Vinee width of root ball. BALL & BURLAP SHRUB SHRUB PLANTING DETAIL (NOT TO SCALE) EX TERIOR L IGH T POL E LANDSCAPING SCHEDULE Street & Canopy Trees Symbol Common Name Botanical Name Planting Size Height or Caliper Mature Height Fall Color Quantity RO Red Oak Qluercus Rubra 2.5" Caliper 5W-75' Brown 17 WP White Pine Pinus strobus 6' TaN 2W-30' N/A 14 • DW Dogwood Corpus Florida 2" Caliper 10'-20' Red 12 Shrubbery & Groundcover Symbol Common Name Botanical Name Planting Size Mature Fall Color Quantity Height or Caliper Height LC Leland Cyprus Cupressus 4' 6' Evergreen 29 CC Cranberry Cotoneaster Apiculatus 24" Tall 4' Purple 0 Cotoneaster BW Boxwood Buxus 36" Tall 4' Evergreen 24 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. DELANOO�� W--M, D.B. ZONPNG�. I CE 75V+ LA NDSCA PING DATA Interior Parking Lot Data Type of Vegetation Requirement Calculation Large Canopy Trees 1 per .10 Stalls 44110=5 Large Canopy Trees 112000 SF IMP F0,5271200_ District Buffer Data Trees Ln Feet Total 138' 42 Evergreen 28 Deciduous 14 LANDSCAPING TOTALS Type of Vegetation Total Required Total Proposed Large Canopy Trees 21 31 Shrubbery 39 39 4' Evergreen 1 28 1 28 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 67% Kentucky 31 Tall Fescue and 33016 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. U' RETAIN HT VEF 4• CHA (SEE D 10'02' CON( DOMPSTER F AV BA' E 8( a•, ' 50' WHITE MINI-S Seal arkd Signature PLTH OF �c u BENJAMIN C. MONTGOMERY CNo. 030342 AL 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 ADMINISTRATOR PRIOR TO CONSTRUCTION. Z o Q � � Y O chi 0 0 0 0 0 Q u, u.0 u, u, cc cc cc � cr� DATE: JUNE 13, 2006 SCALE: 1" = 30' FILE NO. 210-06 SHEET 5 OF 8 general backfill SILT FENCE CULVERT INLET METER BOX and COVER o LL PROTECTION l� METER SIZE METER BOX METER BOX COVER ENDWALL Non -Traffic 74M32CRG Easnmqured 5/8"x 3/4"or 3/4' 18 in. Dia. Traffic A32HH-TCo CO 24 in. Dial. Non•Traff c MC-30 (Frame) WITH RML-1•T (Top Lid) M24' s lll� TOE OF FlLL Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) 6' dial schetlule 40 steelCULVERT treated 2"x 4"withpips tilled with concretemeter box top 6" painted bluand coverfinishedand pairhod yelbwAll backfill to be compacted to grade finished ,,6 95°0 of ASTM D698 maximum0 ldewatk—..------- Eft -2a"—t e adoJ.�,e .rdensity. � OConcrete pad r h" .I'mete b V.6"dla.x61deeP`t,fi" '�{ concreteFA.3 finished 3'stone steno g 18"-21 ' finished encase�s . grade �V CV STANDARD grade surrountling � 36" gone"al backfill backfill TOE OF FILL box 38'( Q 0 o a r BOLLARD DETAIL 4) _ ale' o. ........ ;.`:.., w,• ... 4 SILT FENCE o e :: .. �� •• I 4" stone O ++ U ' DISTANCE IS 8MINIMUM IF FLOW i r IS TOWARD EMBANKMENT i"CTS P V of eth I C Y Y ♦ 8.t screw type Q) >•, `rx`: e U D 'n tube PET 2tXT ( =fi 9 ) I a u to I valve d s b e al box C concrete = a. Flow ::: :: psi with SS inserts 48" mini O 24" select at all Connections �� \ 12' r 24" select backfill backfill �j STONE 0 OMBINA TION \ location marker OPTIONAL NE C � \ •;•; � � � concrete pad 1'E' dial x. 6" deep • / - •; > saddle with � • '•" '• �''"' \ stone valve restrained , ; , ' as required --- ••i min.• to main finished r stone- Corp stop 6• joint restraints rade 9 2' min. - 6` max. 120.D. 1(20.D. 1.0' t.5' stone / Opposite Side ::,i 6' concrete B' stone 61 12 gauge Insulated /� /� / vp copper wire for line 1' coupling stone to be screw type FLOW �' tracing, taped at 10 Same Side (PJ X FIP) C14-44 tt 1:".? ? _ f minimum of 6' adjustable CONCRETE CRADLE CONCRETE ARCH }';. ";; .: ,.', Sr, { ,' i - / valve box locator marker general bacNill foot intervals with SS insert and Lone ' . •.. above tap of bseMIP plastic plug stone COPPER5tTiERL 18'to 24° s one 8"x 8'k 16" solid block joint „yi;, •'x;,;;z;;;?;:;s:• meter OppositeSide Sarno Side (tor valves 12' and larger) restraints ..•sc,,::p,•:.v:;�ng::¢•::;:g.;,.;'ri'S•: { CLASS I RIPRAP size "VDOT 3, 357, 5, 58 OR 57 COARSE AOOREGATE tt tf TO REAIACE SILT FENCE IN " HORSESHOE ` WHEN 5/8' x3/4" VBHC72.18WD-4444 B4 VBHCII2-tOWD-44 a484 ''>:..1:•;.:>�a`3>:;.,,:�.::,<• HIGH VELOCITY OF FLOW IS EXPECTED 3/4' VBHC72-18WD-44.44-B4 VBHC82-18WD-44-44-B4 24" select 1" VBHC74-15WD-44-a4 B4 N A - Note: this detail is also used for butterfly valves o backfill INSTALLATION NOTES: SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 i. Exact location of meter box assemblyto b©a roved riorto installation. PP P - ! 2. Water service crossing street: :• a) Encase in T diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the • •;' i � mechanical pint 1f ;., : �' • street, to one foot beyond sidewalk. swivel toe whn INLET PROTECTION NOTE: b) Install 12 gauge insulated copper wire for line tract from Corp. stop to into the motor box[wrap wire around co 6' branch stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball vajvej. con0fete 6' SILT FENCE USED AS INLET PROTECTION GATE VALVE FIRE HYDRANT ASSEMBLY CONCRETE ENCASEMENT IS NOT ALLOWED IN FREDERICK 5/8" x 3/4", 3/4" AND 1" METER INSTALLATION -10- SEP 05 -9- TRENCH & BEDDING COUNTY, CONTRACTOR MUSTINSTALL -7- SEP 05 SEP 0 -1- SEP 05 THE OPTIONAL STONE ARC AS SHOWN. STONE CONSTRUCTION ENTRANCE TREAT WITH WAATETEDEN PANEL R SEALANT, SDR 35 spigot SDR 35 spigot by R _ by gasketed SDR 21 gasketed bell 45' bend bell adapter 70' MIN, EXISTING 2' PAVEMENT finished A � 3 5:1 grade Waii 6 ka r '"s" "•" �_ concrete skid pad FILTER CLOTH 6" MIN. MOUNTABLE BERM 3' 18" dia. x 6" deep A (OPTIONAL) 4" stone FILTER CLOTH �---- � 3' minimum SIDE ELEVATION (OPTIONAL) OR 21 gasketed Valvco. Inc. Parnella Model PA4SV-CSK (4") SDR 35 8" x 4" pipe and fittings Q�p cast iron cleanout cap with brass EXISTING GROUND SCH 40 Fig. No. 71 BOB—i plug having a countersunk square (DOWNSTREAM VIEW) gasketed bell wye �� with lid marked solvent p harI head 70' MIN. weld cap C� "SEWER' SDR 21 - cleanout pipe B 10' MIN, VDOT #1 WASHONAL COARSE AGGREGATE , TYPICAL 6 TALL BY 8 WIDE propertybottom section—•---r� I (OPTIONAL) � I line finished of box i } DOG-EARED FENCE PANEL, INSTALL ON grade t 8" brick base r '" FLOW ~?I s' 4 X4 X8 TREATED POSTS SET 3' 12, MIN.« I�o' MIN. ----► DEEP, EXISTING sanitary PAVEMENT DUMPSTER ENCLOSURE FENCE sewer main SDR 21 wye k SDR2145'bend 36DETAIL ` r " min location marker 45" SDR 21 by cover VDOT #1 ~\ POSITIVE DRAINAGE 10, MIN, 2-10 ACRES OF DRAINAGE AREA: Q fs -S COURSE AGGREGATE I TO SEDIMENT steno r' ;,' ;•"" '.t �•''^ B TRAPPING DEVICE >.'• , :c;: .a ';ter,'.• '�•,`a:.• �•i! °� ir•L: 'x'� (n 45 ?.a MUST EXTEND FULL WIDTH �1 OF INGRESS AND EGRESS Q v 6" stone bedding OPERATION PLAN VIEW 1.trealed2'x4"with "`•,. ':"` "' 4' ❑F 3000 PSI . '. , . � aC ttreate 2'x4 with 12' MIN. sr, ',;•' `; CONCRETE W/ FIBER ; ~ L 3' 4" OF 21-B COMPACTED W 4" pipe m grade O minimum grade 3" MIN, FILTER CLOTH TO 95% DENSITY ¢ cc -.J Pz c) 3" MIN. (OPTIONAL)L/� \ SUBGRADE FREE OF ORGANICS C) DOWNSTREAM VIEW / & COMPACTED TO 95% DENSITY �} FILTER CLOTH SECTION A — A ( ) UJ CZ 6'-7" VDOT #i TYPICAL SIDEWALK Q LV COARSE AGGREGATE SECTI❑N 0 Q LQ r f FLOW ?I ` Y Q, SEWER CLEANOUT 8' OF 3000 PSI CONCRETE W/ 0 SEWER LATERAL -19- SEP 05 WOVEN WIRE REINF❑RCEMENT p FOR MAIN WITH COVER 15 FT OR LESS 8' OF 21-B C❑MPACTEDREINFORCED CONCRETE DRAIN SPACE CLASS I RIPRAP TO 95% DENSITY -17- SEP 05 SECTION B—B SOURCE; ADAPTED from and Va. DSWC Plate 3.02-1 SOURCE: VA. DSWC PLATE. 3.20-1 �j\ SUBGRADE FREE OF ORGANICS & COMPACTED TO 957. DENSI T Y Q 1,5" OF SM-2A TYPICAL DUMPSTERYL TEM ►SPA CING BETWEEN CHECK DAMS 3' OF BM-2 SECTION Z z � A PORAR Y DIVERSION .DIKE A 3do (MIN.) a 8' OF 21-B 95/ DENSITY COMPACTED j CL z W L = THE DISTANCE SUCH THAT POINTS w �� ►- d�— Compacted Soil A AND B ARE OF EQUAL ELEVATION �� SUBGRADE FREE OF ORGANICS Seals and Signatures o C) III a PIPE OUTLET TO WELL a y � � 04 & COMPACTED/.DENSITY lui� III DEFINED CHANNEL 18" min. Q 0 0 0 0 0 0 PLAN VIEW TYPICAL PAVEMENT —Flow SECTION UNDER DRIVE TH F(i _ AISLES, AND L❑ADING �'PC, O oLL'c CX L a Nil B AREAS 7 �- v BENJAMIN C. -4 ko ko ko ko 0 �•-- 4.5 min. ----� —_ o ' " ' o 2' OF SM-2A MONTGOMERY Q \ ` ) d No. 030342 p M N 6' OF 21-B COMPACTED SECTION A -A �— �� w T❑ 95% DENSITY �S FILTER CLOTH KEY IN 6"—g"; RECOMMENDED FOR ENTIRE PERMTER SIONA L � DATE: DUNE 13, 2006 NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION \ BASKET, OR CONCRETE. THE / SUBGRADE FREE OF ORGANICS �j � 2. La IS LENGTH OF THE RIPRAP APRON AS CALCULATED &COMPACTED TO 957. DENSITY THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF SCALE: N/A USING PLATES 3.18-3 AND 3.SOURCE: VA. DSWC PLATE 3.09-1 SOURCE: VA. DSWC PLATE. 3.20-2 3. d = 1.5 TIMES THE MAXII�iUM STONE DIAMETER, BUT NOT FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION FILE NO. 210-06 STONE LESS THAN 6 INCHES. TYPICAL PAVEMENT SECTION UNDER THE OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE Source: Va. DSWC Plate 3.18-1 PARKING SPACES ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 6 OF 8 2• / f �. , e r r " yl L �j 1t t✓ / ' 1 Z0 t. U v 1 fir` � U_ -4- -1 _-I -_ _ UNE �s :R f%A}ORa�U( , ..____ `� U qf / REL L' 8"a.5 1R£ u. 11 � _ .__ ___1. 4-50' BRL 50 BR4 Z `D. B 2 1 _, ;� 0 a 0.0 NOT A PART Vi ` .4 Yj ' RE5r7Eh'f34L `�: 4 �,.;,;'rtµ%OF THIS CONTR�CT i �_-• w , 50' 8RL yl_:,,'_-�.,"�� A � � 1 ; .,',4i ? ,' :.k:,.....a;; "',,. 'P 1 _l 9 )' fit, rJ ,� K °R.};n -•- ..,.W-..^.L,.._,.,,.. ! / ,1„S»+`: e�',..5" U}•��`:r,; �;;_' �"�r.'.✓`:� � „s.'.a�.:;,'10.: �.00' • t p• �'.94 / , CD / / s :,a•`?; ',. • ::x. 1. ':> 4.; 22.00 72.28 56.00 tD n 2 f a. fj• ,3 "O, 4.i?°«r•i'e :«'%A 't WW1- '` , • -� ,-""r°< t'` h \`•� ` � ""'� ..Md rT` : as 1"".,`Ty Fr�h~'�S i -'.t.'^y 4 ,,,; I•• :— ., i,;:H ({ `� t! :1,% .Q / ��"d„ T .v -e,+,•1j n},.,g i" , n ar ?i V.., ; i �`,. Q ., / ", n :1* CONST. .:::d I , I � -. .. /•'• 8.00 I CONST. I �,.,,-.,,..�••.-- - t ti� t , ,\ \ / ;;,'.T`';AEN,!71!! :` �Y I ENTRANCE ® p , t i © � IA , ,•; ;� . - NSF RM 0 ORMER , ILo, ., 1 7 0 I -". ,� 1 -All µ -,._ ..,-•_ - 11 !.It, r ,, . S'•': ` j'r.:.``'It>' : ! fl.w w �. r r - w ...�.. - �. �� - .� --1 t /f7 :^ , ` o �+ $- 11 �r��e _ C_...J TR NSF _ ! =__ `N„"""'__'•`•' , rx: •:}' ...� ',r ^ '" CG;_6 1 w r - r - .� - �� - .�r.� r .r.rw ,3- y1.o{ l r+ A?' r:,t t.i '•. 2 �' ` 1� .�� ar r r�� r r �� r r �r t.5. _ - �.-� r r ��. - r r r - ! `�•' /�''v - - - r r_-r . a It• r • '• A. 'A _ ....-.._ .._.,..x ..,.,..,.•.. +-•-,.•.,-ten+•+.<...Qe�...-�,.a,,...o.^- ,a.,:. A .^w..,_ c� - . . STOP SIGN i r r ' •; i , 2 ~~--,j/�M I A » t ' »x30» PER 40.00' 24» ST ADJUSTED VDOT ROW ` i� N > f 24» STOP !`�` ( 1 ; I . � � MU7CD 03 STD t. CG-11 7RAN T 03 STD WHITE PLASTIC 1 U__---�_,- I °1 ` ' ADJUSTED VDOT ROW WHITE OPLAS - - _ 330.50' _ _ _ rn f 173.9 c 12 173,95' _ 1 - - - - - - - - - - - ____� �- Q 0 .( ' 42:7 - - _ :AV - --- - - -- - - _ .._... _ - - --�t2 ' ---- '_ N89'49'48"W r� _,_w - - ro > N84 08 22 W 25.00' 347.90' CG-11ENTRANCE CG-12 CG-12 4' WHITE LINE 4� 0) m E .�...,..�.-...,.._,_,.........___,_.._. V_ - f FLOW LINE 0 (L r- E 4 - _ _ _ _ _ ____._ - s� • • FLOW LINE ,G� x _yam, ' SIGHT DISTANCE 750'+ .I r�,��u�. B� �/relVWL4 yT� aAS NEW 14' LANE - - CD @$j ^ - _.. ..- .✓' , t ,'�` IL aY.1. 1V111TW lit aG iliGlflRVT✓1..1rC l!I"C �r rG YSJ 1. l -_ r'`x_2 ,tc. �,,,: 8 WHITE EDGE LINE 215 TO INTERSECTION _. ._ .- -- - __ __ .� -� SIGHT DISTANCE 750'+ �� r 38,tG< BTt,g r ? 50' WHITE MINI -SKI LINE + 4' WHITE LINE WHITE MINI -SKIP LIONS 4' WHITE LINE MP � l f lr �lm ,,77F 1 � �r 910� 4' DOUBLE YELLOW LIN 1 f (� SIGHT DISTANCE 750'+ j -r MATCH EXISTING CURB 4 WHITE LINE n - _ 7S SO WHITE MINI -SKIP LIN (� f 1 i 2 0 (D 1 6 .�_ U (� s0' WHITE MINI -SKIP LINE 1 1 7+ p _ W STICKLEY DR V `/ U T 27 FAI R FA X I� I K E 111111111111111111111111--mm `7 WHITE MINI -SKIP L SIGHT DISTANCE 7btD'+ I 4' WHITE LINE�� I I L�QWDKEfT LI4 WHITE LINE DOUBLE LID LINEot ; 2LSP CINI ::s�� A�TCHING 24' e43• S' WHITE EDGE LINE F C! YELLOW SOLID LINE ;0' p ,At � n w _ _ _ _ S G-6 CURB ,MATCH EXISi1NGADT 91ta0f�/Y9 35 �__ - _ _ _ y„�w N• Vry == - 4 DOUBLE YELLOW LINE NEW C _ 2' CURB CUT NEW CG-8 CURB � NEW 14' LANE � WHI INI SKIP LINE B 4' WHITE LINE & NEW 14' LANE 2 CURB CUT NEW 14' LANE a ENTRANCE 2' CURB CUT ENTRANCE l _ `., ,,. _ - ._. FLOW LINE q" CONFORMING TO FLOW LINE CONFORMING TO - - - - G7 CONF STD - r •- ---��. - ��`-� womm . r '� �� CG-11 STD .. -. �.` = - - - - - .- wsw-r..._.�_w,..�w.++w�... .._--r -Rea _,- �.�.� �. - - •- ..eau w ��. - w ......�. - , T- ,__- .._ .._-_. _..». FENfF. �t"'_ NEW PROP ROW LDOINCATION COMPLETION OF ROW f EX I S i .R, _ � UPON COMPLE OF ROW �� JMP DEVELOPMENT VALLEY ENi` �� -� -_ Tr " VDOT LAND USE0 BY OTHERS JMP DEVELOPMENT DEDICATION VD LAND USE NEw PROP ROW E Ia NEW PROP OW w M _� ♦ = LCG-12 �BRi-n cOg L. CG-1'1 M 9 -- �,-. -_ r»-. -.� ... r r .MGtii• RK IN ROW. All -- - --` "- CC THOMAS A do SHARON E C 12 RALPH 8 & MARY R iW GEORGE W JR> & BARBARA J f�' R' STOP STOP SIGN I t' t ROLO TED STOP SIGN I GUARD i DENNISDENNSS R & MA J I I ?4' STOP BAR GROMLING R50. 24' STOP MA D --- �p 1 WHITACRE I SHIMP R50 0' I I RELOCATE STOP SIGN INST.24992 A LOCAOT TOP SIGN INST.#0024993 INST. ZONING: 1 I I INST. #0025079 AS SHOWN ZONING: 82% ONING: 82 ZONING. T IN--S-Tg.025080 ZONING: ING• RP :MP. CONST. ES T. _"_�_ ` : -- -' --_____USE: RESIDENCE PROP. TE CO S ESMT. 5o,00r OWNERSHIP I USE: DENTIST RP. P. CON T. ESMT I R�,�• USE: VETERINARIAN I USE: VACANT _ `_ M ----'� USE. RESIDENCE --___ - �� - I I NKNOWN i I I I 1 i I i C -' 1-- _._ Ek. DRAINAGE ESMT.•----__'_, 't MAY- x . . � 16 of (54 t) Y. a* w..1 +t' T... ' talfmtt2lfl vAI* TH11,0AT l H �.�r,�•.f+l VFs,.I.. _ !.W 0"D ' Am T .. .. > IN �T' . .. o1at, �rd ,41 . } fi . . 702.:.O 11 e EP (L . CR-.A[4Li SHEET 1C15T. •'t"L .�: XM.,n,;.#- l -A{ ... 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Ll1UA.A1Y5 ,YIe)+t Yi4 '. s1wG bAra•3"�i . ♦ Ili MEA o'" M'•i` -1011 *s•DCIAS MAUL at -ntf 7tz To T-i RPGtl .An ,`A1Ws.^.'EL`' . fht v r •T.. CIS .q 3 •t, CA' 4 "Cl .1 }h t m �. LI"r r sx a: -*A z i '1 . at. is Um H' ��* A li K .�. KE Dr LDS. RA ' Z. D.I. L v A., '&D VEtI . i1 MOn TQ Y.C. v PA-4-- 1 Q M,,p MY M7 •'7Y.TC Fa ^N'Y'• WY i0 'tL',SxU a \.Ttr:.:.'1R. IAlLa .MYSIrEFT. �,�* 't'1."3.9_,"rL JA0>AVE�•4rT CR•Yld•_ J•' Nt-. A• 1, ryrR315aRF91Ct, :•Kn Q• L� E 'C} 'n.6 IXS"1NC F.Lr•.•tivT sTa A »r1t►.0-. . . . - . ef_ I'=V. 6 W",a, PN» I (rKw. t A 'Qtf. 1' L[83T: ^,Z rEC IS:RE , Z. Ir•� . T ..- . •s.'etvw.cp� +dl �F.11vTMv Hwen4Y a") 3►fi.: 1�1. et•Jt1 .{(Wt 'AS R:DI.tlRE -O A:;kE . ' . - A WPM A1'P.E. AFr� rd EPCO'rt W M tA'A'AtY to' n TA A: r+•SY6P5 'tl1E T L aXralfi.� 'K >♦' 51 a a !.4 Jf . Wtt:'0.. . ' A, �y'�{ IC{T.9M _ �T'-I AT 1 1.'^^.. i %V ..< - S Qf M1 T I Ir.^Al _ �I •Ir r.. r w,aa'itlr• rPAd ' ,RA'r Aq!!E 1r Ynl• ^: ^f. . Y •a {{ .-.c..al t r 'tE�=:LIREtl[Y t c nx �� t O ' •.'i yrf�- tRt .7 le. , » .a : 1' � T W � A ` _ .. 'A�... 7. M T al..: 4 ' aTL2tL ,W%tilt A Vk a 'r YfDl1•F•0 ,Va'. , UM.M A 9.tl I TN LRC {NSA :•Hell, AAr. A •Ita2YEtT 7.=4. . tK: T. ?E TT A`r. Afft". [h n� NA kw: „a vEt i L. .. 5__ tau OYtx AY f . . �- . . - . r t. L Li4 .s. f' tf . ¢PA4 4.. r>r o .c _ . - _I. S xpx 5 _ C . I _N '" '9r0R . I. \TACA a :LPrlr r.:N" rY• •NH.J'O'.A'ilY,l' . 9 J .^' /--)/_ nn/ SM-9.5 �el- nn/ TYPICAL ROAD SECTION- Poge6H-76 STOP SIGN MOUNTING HEIGHT TO BE 7' TYPICAL UUFFIC CONTROL . SIAMfngFor ProjtWLfrnlfv (Figure Ti'C-36.0) I::Tb[x layouk datum;signing raquiramenty f(w.de i&WlnR tha hlrginliiiw-"mid etwrirlg termini of c mtruction prciecti. The piapo.-w of lho: signs, is w inform mntri t+ when they arc eiTtcring wo exiting a potential .. "curwituctian erca 'this layout also applies to multWene highways including (hriitcd accew Wgbiv� .%6q ard:. . 2: The " RUAV UN13LR. CONS''TRUCTION" Agn shrill be "placed 2M' ± from the prolept Molt, or $00' ±'prior to any.otaereonstrnctlan,Turfing sign . 3. On VMlects whom there Is a one 11M act up of consitricdon'sigm and tilt lowh of the wtuat wort awe is ulicbaneed durinu the nrniect the "Rt)AT)1iJ1 (7FR C(, tTDTTrC rION" Ti,,.. ty t10 elimirpiM as directed ' Ew (tic Unhict Ttallic Enaindar. Mundard: . 4. On nadway& having a median wider (ban 8', left and right sign assembiles abail be muired. (itrldh e. . 3:. Alltkaineciioos within the pr&*1 Geode A'ht.jd tie idahi rwd with pr4acf terinlnt sight 6: The sigiiing sllaiLir i60" x 24"1 "Is for primary and T,itnited Access h) logy tyswng for Secondafvo 91,;(pna,Aw' x.2•t•' may be used May 2005 Valle 611-40 TYPICAL: TRAFFIC COV.17ROL FlaggingOperadon On 71tva44ue Read I � rn i11n' TTG•18.0) Gnidrrncf: 1. Sign sprtwhig d/stwk-ti :Thoulr/ he 500,-SO#' where the tvaird .speed limn k. loaner !hart 4.5 mph, Read 350'- 5IM'weer r thR posted spired 1'inr/t is 4S mph or less. 2. Ove should be eten:/ded when erw".1ldng J,r limits of file work zone to insure Maximum Pam* sight dislayltr fri.odt,cmce oflhe flagger skuion and tramukm. hated on the pdxmd.Tpeed !trait and al le -cm egwl to oe Rrealer duln the vahms in Ajilren*r A. Page A-X• option: 3.. Where RixhwiC Was or.gLVlneRi- crmdil.ko pmeat the rime of 4a• e$" al� 3f"gad"'slQTia clan'' be - - Standard: 4. Flaggtrre stations alridl be located firenoughto advance of the work xune.ta permit approaching trance to reduce speed and/or stop before passing tote work music and allow snffleknt distance Par departing trains is the left lent to morn to dw right large before reaching oppuaing traflk (see'Table 6114.0 on page 61-1-4). Section 2B.04 S'ff)P S1 1•tl Staudardt . . . . . . . . W ben a sign' la'iuled. to iidieate that tralllcis >divays.zMh::-t to step, a STOP (RR-11.. . fee Fig" 2B:1) atuill be used. . . . "t'sae "up shall he .n octsitton with a w1tHe legend artd.borrkr on 8' red.bllclgtLwatxl. ,Soewidary' . kWio&.AMA not he w*d tM ,'POP do btels, IP hNII)PdAtc,.a zaPP003'eobtt pmgl* (AL'3 Or It1:41.XhkiU. be used to display a secondary legend. Such plaques,(we Figure 211.1'1 Aida hmv: a white Im"d.ond - border ono red tlttckgr ound. it the number of approach legs :eoatrolled by STOP Agas ago intersection 1% three or snare, the nunwal on the supplemental piagirG Ifused, shall smet a poi d to the actual number of )to controlled by STOP signs.. . :At intersections wfi re all apptvach'" dttj eantt . ed by STOIRAgpa (me *edW 2!l.071, a anpptementil #loot (RI.3 or Ri'4).elaatl.be moaated'belaN each STpP Hign. . Opus Ttrle ALL wAY'.(RIA) supplimeatal plagia ;may hu usa ii inaliu8 of Jhe4, WAY fttl •3) :AuypleTneniai plaque, Support: . Th cicaign aril applicatirin of Snip W-acc frs ore. described Ili Secdo 4K 01 . . . RY.+.g11» m2a 0t Nectlon 38A6 +U.'�QP-ftn FIia &mot . StandaeTl: . The STOP sign shall be ImAnged on the.right side of the.uppniach to aahkb f apgil(es. Sine the STOP sign is bodalled at th6- required location and the sip v1s"ty is rwdt ted, a Stop Ahead stem (Si D Section 2C,29) shall be installed in adraom ur UceRTOP siga. . 'The grop sign Rasp be located as dose w practical to the iiitw%i't" h'rroggiTlatc% wblUroptimhdite Its vlslbilitT to the road a"r it Islaten&d totagalatc.. . STOP signs and YIELD signs shtdt not be monowd on the sam post. " Guldanae: I. (*Xhci then a.U( .NOTl•1NT FIR;rigs, no sign siuiplrt lie ri m1hrdd liar;-tG-hack Rite:a $' T*siga 0ri ui:rnitrr ihdt,*wt *eshnpov1`theS'1TJPsign. 1. suppoill . " Section 2A.16 06111 s A "ONIal infMIJAVil`n 911nut WOW4 le Wall cim,bined Ttirlrtmibg of odrer signs ivhh' . SVIR signs. . Stop dines, whan veer] to supplement a'S.i'tw sign, should be hrcahal AL the point %there the nsad houl ustr sd SL,:liuo .0 Stop (sm .16t. if only one STOP sign is installed oil as approa.^h, ft &IX)P sip-shrwid notbe pliscod on thL farsideof the imerscteft. . '1. Whose two loads inha:icet AL an acute anvio, the S'lnP.xign should be posmaned at an angle, cc shielded. so that the lc 4xI is ixit of view of Vaf% to which IT does, not lippiy ' Ttrllere there NO Marl ad crosswalk at lde ilstMer:Cwn.1At: b'TOP sitra %huuld.be imialledin udvance'of tbo L7e»so*a141(be nrain'aL"lu the apFnmkldng lr&Mc. - - . Option; . . Atnvidc• throat loci tseetiorts sit where live or more apIxtw t lutes or ittdTw eaisi an the siun6d aptattaclti observance of the glop tw4tra[ truly be imp, ltl the in sallurion ofmT additiarwl STDP alien an .the kh side of Lhe nlad andim the uNe Id' n v0p, litie. Ar.chrmnelfxed ta(etsettitiru flit: addltilwsl STOP sign taap .be, eireciivcly. placed on a cliann&zing !stand. . Support: " Pigure 2A-2 %how& examoleR of some typical placements of S dvl' signs, RIES) NOTE: FLAGGING OPERATIONS ON 277 ALLOWED BETWEEN HOURS OF 9:00 ar n TO 3:30 pm ONLY _ INSFRTAAI:R .". f A54 . Eo •:! . . . G_t\CRt" R(r" Yt: P ti nF : A3_e a'AFNYO S•XL a: !tovrrn " A . 3 .TF:, .( t fATt�a A ,kC a, >i,: .arA., ,iT:.-. W, ,, Alt C_AA,i4 A', ".tlDlih•6 a0 Mt �NF1iT, _ - - _a7".a ,,k 5l A.? ,.t olka:R N. rti , 51101-''+FTri .t t ".�� w� �'•Lf.:xxe nr. * •'Do ' "t �1.FNf:t>. n ••� � ,� � ^ v. Ruts "tN 7 'IY smAt - r R*1; , O re 'r :T - �. s� n r • T .I[H� pr .1 ia,A, M 11 i Fk1.Mr:•k '� J:\1'.i'1:. '1 .^. Np • •i.-� . 'aAZNny .vAr at LStO 151M.1_r k'P'<+). 0: 'tE ..i.. _FR. _ ' TY.::C A ' { �' >> - a' oil • wt:.A*V . n iiwp a ,. c TT sm : r x:r:c yOt`0 -rseA l . »il ,AY %b Rl*t'NITI[`.(:i Al r_0':f'W aT '„9stD h!.�rI r Cii�iTrt•Yl(PI .:f� 4;N a-4L^M^ lu1K '. e ..wyl15 _ . ',��,t�,s1� . . I. I. AitWpR` T'M4 sal_ ^Ay 3.' 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I.. 1 ^< IRr C"r�fM rl^ T= PN_ .0 7E _ EFt u N F . . 1 Sr-�\ e.lRr +{Ht SS 1Sr Wa:J I` _91"ret"I ;alT'f A :,fifM:: {A':� YAlii, � . ..-e e_ - -1-t t9ftVLN 1RVIN, S!H k• 1 A7r. F e . _ , AV .iE X . s T .r\e::.T2 atlas . . - ' ��a//''}}\\ r C C -R C� O' L O fr. `• .J 1 _ ..e, pc puo'a.3..puu,,, I' \,' i' ! �•}. ,e '.0 O'CC"7O b 'J, 0G0 O 3 . ;� . .` r. ".1f-+0 7, O'0.0-O D-_ 0 0 t:OO D•Do �' . a .,". . u .' , , , ' A: fi' . o rl 'n c 1. . 34E•11-Y-Iit A .�-'n n n.r+ J r O 'p 01i .0 '.k . , . . �'.'+I '-" ,'IKAU.TER'. %'`_^-`•. 0• 0 .O (i •r .0 1. 0" 'V 0.0.Ij 0 . uo TPUiICA-r') a:1iF, rr. curt I.' ai E.i I v< a L7i - . Rut cu 4 'f V !� -ACE W .W.M, . . - ya%v1A X'IAIVAN: O--7A'KFuTTA'.A • 302' . [ May. 2005 gygs61, 1' . pltaf ktaflleCqutml " Stvd rteary.t*rpllf,n lib Skaritdrr ' . . . . (ipli*e, *Tic-•i.o) . . . . . . . . .. . Clilidalyde- L A.00',0-wiJRA,An bA ,!;w,r.vfo ivo.;vO*-,4IfFutP--ngirslr imbeploeeztumlhnl0.N""'all.• ruirr;hf,OY.{Dr et'ds'kltd ur w2(tr. tktet only if lha leap A'lrat iekj, is io�l,red. . . . 2.. 'Sign+ Owing ,;fMr»!d .err I$00 400',tirt, limit&!, c"i4 ht�,+h»xny: turd on 41 vti rsxuilvuj.i S00'-Xd0' u-i tw. ual p041vai s' accf lThttr 1s group• thm 4,l fn* sold 330�*t t,4arrd dltc posted spmV li#Of iv 4 f uryri; . Kreoriccr.. . . . . . . . . . . . . . . Standard. 3." ChtigRrNxm$"rtlevise:tpRclagflira0imaktAe.fotidiniag Tested Speed thtph) i. . " , - TransTiiaa:5ltaei� , . .WAti' ,TravelwaYb0 aet4S 46., 8a' . t. The huilEr sptaace Iptrgtii s)ftfU bt as sitoKa da iaHleaiff"d for the pvsttd alieRB limit, is, C`olte TAW LErfgth (L)1 . seed TaperL.mph l iMit l Rae Widtb'tu. Feet . " . MCI ie.,_ Al�171: . ZS' toS its 14 . . . . . N. no " till? . ISO . 3d' , 1209. .2,13'. - 24$ ' . . .40 1'i0. 29S . 320 . . 43 430 4" bi0 (3hquldnr'I'apar 61OL INtitiiMaw).. . .so. "O. 559 . ells . . SrS. 56G, tdi5 (60 i6. iitiN . '"a . I.70. SS. rite 715 ISO 6. ab**W *ckktc .V*h eltlstx sit ®trots *rd',npert,tiee'ia' thr tiautiqu x"ile,"or at letrst out .trfgh iai4asity atubet sttYA0q 1, oscillating. or strob�t liglft sharll be parked $a` 100' 16 advance tif;lie'fiiat worst eras. . 7, Fir sfinTlt) pion nlxrri_�.?-of -Witimitet ur.16s, all sl2m and dtannbltaink davit h- rhs -he chminaldd i1' 9. SVh¢u it t34c road ible.ireNa tite high,waY vitbta the tvusp (wary . "fit e tvfatrnl.ranc,14ddlfloaal traHle OoMroldovicatsballb0placedslsnebtdtd.' ' . . .I mzgzw __ W& I END AM WORK , _.T _ I q 2� k ,i RIGHT SHOULDER CLOSED AHEAD *__ . �1� %k J01 l e y J, *_ _.--'-r` ROAD WORK AHEAD .Brass" U 0 0 I i 1}Il 0 I U I I t R t any Oj,Ir"darl an Sicnidar tTiv-ITC-44) at•sAsa.3S . t yyy�, ' F . MitT - . �Mf : � g�pr5 f •Yi. ' in *11101t 410'" rRL i ZOuErt x kry Riles 'JDEM all . 10 .{. i. c TtCeASE'. g e1a09 s' .,. �T•{^1 1y(�yTAAk .l T' • ` .l1'arH 144 a.A6ti r. I. { I t T tAOE OF .*Ns ' hTr _F , r , r d . } . Ctt)N. A; . R , SE A . LJd1 . . . . . . . . . . . . . . . . . . . �. . . . . . . . . }s _ 'I . . A . . . .Cl_A. Maw jR , . . , . . . Y19. " T. )DNt Kt c,uva .1r� W+f(fA '1 f I. ' ~A f Jr I IT. ' . 3' N 3, ..- � Er - .,� - �+v PARS t , N iw • 'a114St .sld"pArt7 rA Ya�- HOte T�pt4T ELEVATION F, .. re+rts t 1 •r•/"�• want. aistovEof. ' Eft �•• I,n- : ex'7.• door. SEtTfON. S-sa. ". - ,%. t 1, r' k 'YYP I .f MPIH •3 K a aarE a ik t tn. :stAfiDAiro us(a ca .^ >twt. a a 't cv L. o r I. r aN ' ir. rPa aP+L � AL ALL aE TitEO Ill c S'+.RIO osf T>•t ,efts: A ., '� tYPr r •x 4•'Si. r YDa a 4$ trEua (A51retOF 1rTiAfi1 5/ 'XIT . rt A f ilt Y Wi PL OC P'C O arks In 1 n91 A . •e. ' K Jo' !M"t! TT p r ' cGfPXe G4s o w+fk '. x s-als�gp . N . ,att;H0/a, H76 Xt . . ori.rsyn To sfxl aaArE A�r.te•c. , rf : NO$E.DEtNi.S . " . 1' ' L l U"31a C 1k•Stl. - ._.--_I A`:!C I,,,;,e..•,•.,,,a..- „i.,,_. .. 4atNgt n+YE1KiT. , 1 " __� r - I I a t__� z' sty I ktDlr. . ,�W.� ' i .a-. f)ET1st. Wfiti.'i1, t-t5fi1: . . rca. US fat S4461 AW- ACENT - TO.. Ctitifl . . . . "rt4t tat n SAM. WITHOUT <ivTTEP. . ;011. COE� TO '!� SYTI►KdML'AL. ' ,sett :10F '/. ' STAidDARD CURB . DROP .INLET- , ' . ' . 41 . 12 -. 30 PiPt; " MAXIMUM DEPTH :(.H) p 8' - E�J . + . - ,III . . V*WMA n6'* KHi OF .1*;hTPCRlAnw ', . . ......... . F . g1a24, END ROAD WORK I I I B e t1LAOWI-J fL we .Meiji TEM,"WR '3 a:,a , 1 TABLE " Q � . Q.0 1TITiE- . NdTE^S . C. 0[PTFt or- i1lE 'T 'A.0»ir [w FLAN$. rW 0 dE .. -i. %' S310DTLt M1M:f AT lYPRD7aW 4AAT tiE RAP A w � iY4E tYl i T !�p� Np t1t�j Y �m zt� �!�r •C O W L ICfM 'ifs 8 5 irA.L �PiY L'IA. fA '6t" ac ir. ARE/S MJ CAg�/t�. •'Is' i"t rko»bs il. " .9RfwN'Oh gg}} rr�� 11Af DWJYS 9T' AND' T{t c TE r�'PRt tTE3ri z+t�C f1L f. . C we I . .ME' ' NLL � . . ".PAI T i TF . PP,X TO. T CAi AI.1. 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S]bra#i41111�."�IAF�IFIS"+R#E"l�f€lei'q�Sllk�yi>M•±�T6�'2.''.l�lt�!711!' OF SM-9,5 5' OF SM-25t0 Uj LLJ z Q�Z 8' OF 21-B COMPACTED Z �.;� W - , Z Z (D TO 95% DENSITY O Q] O � J �O � � eT U ® '0 0 0 rl`1 O ML .IILLi T -�� -�� ;0�z 2 XIt N SUBGRADE FREEOFORGANICS & CDMPACTED TO 95/. DENSITY PAVEMENT SECTION Z os UNDER VDOT ENTRANCE AND Z 0 TURNING LANES OR MATCH Z Z Z U EXISTING PAVEMENT SECTION a g � IF DIFFERENT FROM THAT �, CA. Z SHOWN ti a�S � Z I Seal and SinatureWQI �� o 9 � C% o Ll O Qr LL Q 0 � � o >�TH OF V f p�il 'QC ty r� v BENJAMIN C. v w � MONTGOMERY Q � � o o �,O No. 030342 �vr Q I M �}• h LD tD i\ ti SAS Gti IONAL DATE: DUNE 13, 2006 SCALE: 1" = 30' THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK FILE NO. 210-06 COUNTY STANDARDS AND ORDINANCES, ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION, SHEET 7 OF 8 T •Iy • i I"°VW. ° ' `N"t TOP ALTETRNNATE !1 OP BARS 64' GCfit-i-' ( l II - TwtcHcw+I+ERs I ! IJ� 01.1, 1A PC 4N, 'r taOO LBa. ar, *OWLS 1 tMTHOUY 'IOffiTEI .`� . ;� 1 T . (as Lai t :% NOTES, •� b I, SEE OEfE'R/M NOTES MCASi rOR A0671OkA• DErAjS. a caara(JERT(] 10 BF 40W'P9MtMAW, NOTESi S. p�ff ABfaC SKA7 N A.a t M'r�'nl A5T8AC•+iS, AS7N A- , - T.� Td1Ui �ND r0• of or f�I141c R'S DES'& IKEtNO hi ts%IE F I. A$1M t ORCVt 1, AL %► pAp�Nstis Aft .TO �, SEALM INTH MMTN4OR + toNCRE It C•O.VER AW WAR. Apt to 6E *LYU:sHM AS A SNOU Wr' 0•IhMO CA91�ti�Rllaa(R. . S- SEE STAJp.WO DI -I. 1A FOP DETAILS OF fftAYL *0 WYE. 2. ALTERNATE 40N1 OEtAe.S AMLY 70 iLL PIii:AST. 11NTS. . 0• DRaNSgLet Sho%N AAE MWWW. ACTVAL DAWAW ILWY WANY VIITH ALTERNATE JOINT DETAILS " NANtNACTbII[A. .. : AEIETIEMCE�: STANDARD PRECAST TOP UNITS VIlONLY OC6Wr1ElrT OF tAAN9,0RTATpN. ° 1_HT CHART �3�1��1■sl�� s > i Lo-.W T 1W r 0 WOW l-- -- ". �� .rp : NY i • 1 LN �uwr� x. ' p Y A1ATerErt_. � /;`�f'mR - x':�•- a �. ;seA aeK.. :..J � ` _ ._ _ f -. �N�tRA11� 'EAt7?i'Ii FQi��!�ATtC�Fi rw:.»,-+•-e.iX.".i,1•••-(?--%.F�w,,.....YAtF7YR. ~.��11 I;WX' Lraa�•,- ttfR..y-l`}.-1 •321{T'4Aifrtt•.. I tI R Ail- let 6 FEllT{1}'1l N T 13li s R O iAL EARTH F'C LWOAT.0;i WQCtk E"titJNOATION � r,+C> ,..} .�3�it�,,.si .. MAX. 71 t'?T1`I�ItTJiIHSE' 1ttlT:fi�1_E iL�A.fil*t�101;.. ' pp}�;��•y�� MONO . ltA41 IN' k. NtTti uoTi;s _ AS2:.T ACT.r� A1ATfRiA.l -N Al;CO IfAIx1C �'' Ir. '.xt1�cE-T dplit MAM:.BIIIlL,I 8t: . '' S�2 0( Tf$ RJApArQgiCCt r+tt'12''}A1tt. Trip-:T81Y;.1lE PIFE:. _ . }>�ER..'(.AP FORcrNEf+h.lMTE9- "-: i OP"PRE-C'RYErttS: . AK4Uf: OAr�eFi? .ALA At .:p ACfoO o-C AtIP ]7l iY.SENE'F}. HCIfA;:a}OjtS'. wrTN;SA��r:tc+s bol:dr'tac.aoAa u,c, eta 0`'sEA�i''do" . .. ._ ;tom E,tA!lNtfIE4iT OS7ALLATION .r PIPE CUNMTS AND STORM SEWERS Sur GIRCU'LAR .PIFEL BEDDING'. AND BAti KFiL'_ Ti-?OD "A'' ;.a . IIFpARTVCNtof TfiAW01t"Ailb?J ��... Pu.y TV-R-N 1.ANE ARROWS SKIP5 7uro afree" reprise h.ucy0ldmlc. ritli Ttru WNW else W SkfpA I W sPhAk-4 M E=,a sea. athpWw ec h4. by rearnitIefb awe !ban .loon use nttof XWpil - 12ekp■ /_4 spachgl•. TURN LANE LENGTH tw,s tlon4 loo'a ie■s, 40.dot a.Rol 30vortmipar- 3 Ort- Mrow loeocse al Mvlp f �A ldd h IIA•n tow Attlnr. located rt:d e�1LA::idYh tw•n tone. �l , .� C e�rt`"611 Lin tee 8U' Aact° em stop or or One 3W'or kAa<. Q alr4" Alrrps gca�s� �1 b a�rrNn of "Width Win Ime. Ile IAr*our bcoual-50'D°dck f gom etaVV or iAII Step said volow. T.NNks,Wp ibis 1W nits .SWP ib.e taw At the begin*n9 of tut. roti'm 4'Spsevq . - - JO 9paot tq . rA .ton°141111tli- - - ' .yf 60twn of or:vw 13c bsrprl *V of I-Alilth k1 tens. DETAIL FOR LOCATKAN OF EDGE LINES. ON CURB. SECTIONS OF ROADWAY (NO GUTTER) y w If It I," MOrkhy a t " . tqlt.i! OeBs itA rttpdr■d wt Ara OWO and En9FRPWM.N,t w"ss h$coted by the e" E -NO edge 0,0 retn:red there orb ono ppJ,�tIM■ Present unleos u6detted by the E»9 o44r. state bat, df rsotired by the .Entti"O. V4 be o r"mum 01 4'i5 advonoe of 9" uossw@k,. In Nnt ossance of a marked avelloc k, the stow bar shmbet o nii'll- of 4'w-4 o mxt"torh of 301 I. odltam* of tbs. roareal e40e of the hne tace" rd0daay. I opbors sll0sbs 2• k Imu, Mee" Ahallbe fn oeeeiaadea *0 M4 r*Wal MUM :5Pod49 belenn doW° sold. yel" fIffs - s1101 be 4". TYPICAL PAVEMENT MARKING FOR UNSIGNALIZEO INTERSECTIONS 1SOL88 MGM DEPARTMENT OF TRMMMRTATION CM.. DROP" NLET, THROAT SECTION NOTES, . ATC.MaNK0 HE00 WANT. t: SEE.IXNRERAI wins-viewml .Fq �AWTOOK O[t" . STANDARD c-a 4t,GOTE rME HO%Rgf1011 . IRAW ANB COVER `7. tTRlMDti4 t0 IN 40W ►a wagm 011"to t , � SR4 � cmC. . )..AEFF�COJO 0iEE1. N ACLC9DlEM,'E e1TN ASTY A4t . 3 ' AENFWOORC,K. BARS•. �••� . b'• zo` Ir 4• 'OCb l'nRC L[ ftmft wA% tlrM Mlp iOR_ '. ]'•!.• .8• k. E •". 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VMY MCORUWfi T . snt[T"file i TYPICAL ►aoWuM" waOED" WIRE R£1MFORCEAAENT STANDARD. PRECAST: TOP UNITS J. !; o*,ax YtiOpiut oePARrgou tot• TRMI3POItrAtIOM � " SWE TO rVO I � � I . s '- •,. . Oft SrG OINrI To _E+vEIRT . T1F aT cHPC LE .A ". SECTION 'A -A' 4. METHOD .OF :TREATMENT iN: DROP iNL£.TS '. '. WmEµtt rE1tO1 =5 or OPFPES - - Ie6 Ery000NTEF.ip•, A " ". - 1h. �•� "t 'stoat 1c' IileAll T&IN LENT OR Olt Lf MTE. . 4 . . t10 OF W►41Gl ii AM7 R6M-a Ems.AViCE�111� piyL NtS ,.'M O IS TO APPLY TOT 1O6E S'E SVECFE 1WEAi .'1N t ,. .•• . . 9RPLA1O.R. ?!VERY. OF P1P6 N ABOVE. IMlERT" W AC�ItoANtt MITN �PPLfl r0 B:r � .SttCUL OEreY�q,Nd. lit Mitt RT St1MN6 AS -OETO' ,A . S6T Cf" epWpR1 AA47 CEMENT C0NMTE MK ccdir.W TO�OTNA '_AS 0% p,A;; CI, -VW .R�,�I�T 75z.Or Z'OARS< ,tII0RE4ATE MA be - ( .UIr TO 4 aAIETER AM Cq�IST .f>/ STOME. eRgge, B1spt ' BR6tEN'�p11�L7E OR BRONLN (,pl EI BLOCK. TttE-SWFALf' .�MA�4 _>9< LYrT yM00TN 9Y MEWS OF NNiO 71(01fELt.1r,F. Na# _ vF r1¢ CAJ(LSE AG(SREOATE 5HIt;t.'REi6Mi.EAP I). r j/ 1 I 1 • . r S' ...; • . OETALSAF NYERT 9i O AS STiO IEfI[01 ARC rot xx $ES.qq��,,Y. yt MAie10LE OR. MET K FOR Y.TO BEST FI7 TW PMTIOLLAR t,911- 1512T - �•`�•••" . v-•�:... w �' q• i .��.• . .. TION ANO FLOW L1t 1. SECTION 8-9 PLAN . METHOD OF TREATMENT IN. MMHOL£s ' ". STANDARD '. METHOD. ..OF SHAPING. MANHOLE .& INLET . INVERTS .-3d2 ' UIRTJi1U cEl►AutTIA9rr 'Or ,TR00 ' AiION . wa.ae' . .�Aaa f LYA tdl by �p vim . ' la4s�i46 eaH CI'.Apots aMe. sits . Abg_00 ROAD WORK AHEM 4 ONE LANE ROAD AHEM I SE PREPAREDTOSIW I •� y: f I • i i• M1 !ff r r� • Y t j-�.�,•� irl L •� END ROMO WORK I i ' plot pf+r� � F+L«�eMe RapNl iTitlae 15Nr-tWn! bit AH-41 WORK 1`'A7::'to 4,r p 4h 1l• ,% aE 1t1t.1EOTOSWA N e AA• A ONE LANE ROAD AHEM 4R . 4d 4 ROM WORK AHEM 2 Q N O C 4INFW E ZN E (L " °' v �3� . - 20Q4F.ti�A■. l9�rMl�ar�Pf..�Ya1!ENIMLirArt3aMxtarEtMLDrwkr�I�hrpaBtA�1►aaby,T/ '. . : s�fkl�upnitsNtrlNnllne+t ' PHaA AWr SIGN t.' ukITEN■' . Y of f. s A ., . -" . . 4w m MAIN ALM.y,t, NAIL• 1MIM A "" w :ram - r■+,Ln�>t evir N I,re.l W ■ IMI 1 Nr�V YX 1 A14.■ ' AteNI M1,�'1. Al ■ .. ti+ . YeenlYy MbA nny heel-b N v Ws. Ndtiobd ti 1s 1 orals m t to R•rteMaeav n"WW .height MLF +■ **II-P o tool ". o the a1■ rnfeMNAn t41y11 t0-Tor oatoRr a the el@n ter sWll�pwt islteblbes 1, A. weeteNy Or b tweddvee to be a q, Itow4ee It.*a min. rips aeL:eRI a roil■ rmrRYLO ateenw,Y •e?M!@, 910 -to .e•*M aYn aA . 'ICY owe AI, coxava Ln tie 0 vlye 4 . k .,er4ht tht of On m^Id.M4' too.& Ow wo~y OF dwell Y Her1■a YIflRTaiw�l�fw cus+t tya dr4ia a lrYtmy ' Y ornAvr, . YrG■41WMboM1.e1...t1AtAe.tfst.aR'wed,cwAOpae W+4os+hgMarewaelwc . - dq"tM^dndliy»w @s/w'@otkpNggon tAll) VDOT NOTES (Taken from MUTCD sections 2A-8 through 21) Regulatory, warning, and guide signs shall be retroreffeetive or illuminated to show the same shape and similar color by both day and night, unless specifically stated otherwise in the text discussion in this Manual (MUTCD) of a particular sign or group of signs. Symbol designs shall in all cases be unmistakably similar to those shown in this Manual (MUTCD) and in the "Standard Highway Signs" book. Except as noted in Section 2A.06 (MUTCD), all word messages shall use standard wording and letters as shown in this Manual (MUTCD) and in the "Standard Highway Signs" book. The clearance to the bottom of the sign shall be at least 7 ft. Signs shall be vertically mounted at right angles to the direction of; and facing, the traffic that they are intended to serve. wymilPNttiff;7J. ' Sign poste 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. ' f� �.W x 24. Square tube steel sign posts shall be fabricated from hot rolled, carbon sheet steel structural steel quality, conforming to the requirements ofASTM A1011, Grade 50 ROAD "DER LbN51RI1CTI0N I i ' END `.ONWRIACTI°'I except the yield strength after cold forming shall be 60,000 psi minimum. The steel gauge shall be 14 gauge for the 2 inch by 2 inch posts and 10 gauge for the 2.5 inch by 2.5 inch posts. Posts (inside and outside shall be galvanized in accordance with the >t . requirements of ASTM A653, Coating Designation 0-90. Posts shall use an in ground Q u anchor system that provides a stable installation and allows easy replacement ofthe sign VI �' post into the anchor system after vehicular impact. Posts shall conform to the breakaway r . Y . requirements of AASHTO's Standard Specifications for Structural Supports for Highway Z Signs, Luminaries, and Traffic Signals (1994 Edition including revisions). The ti Q i ROAD UNDER CON51R114710N contractor shall provide a copy ofthe FHWA's acceptance letter indicating compliance Z U with breakaway requirements at the time of catalog submission ofthe posts. Posts shall (n Z have 7/16 inch (+/- 1/64') openings or knockouts spaced 1 inch on centers on all four ti a Z or5 ;.e too' -4 sides. Posts shall be installed in accordance with the manufacturer's recommendations. W l: I a r W L•` 2 h Seals and.... ignatures Q O 4 t 4 0 0 0 O O C)�_ _... tl 11 tL tL 4. I } P , ENO CONSYRlILTION. OF 'yam 1 �4ti ,t OLL rX CX OC tY QC CZ ' I BENJAMIN C. ?t MONTGOMERY v t •>, C>v Q \ \ O O \ \ \ P No. 030342 ry CS END CONSTAIXTION ' ��+ �•" SIGNAL DATE: JUNE 13, 2006 I.Svr t,Trt ROAD UNDER CONSNlI1L1tat1 - - SCALE: N/A THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF Signing ForPrnftdLPmffr FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION FILE NO. 210-06 (flpre WC-36'0) OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 8 OF 8