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37-06 JMP Development Lot 3 - Retail Paint Store - Opequon - Backfile
LEGEND FCSA CONSTRUCTION T VD T E L NOTES VICINITY MAP SCALE 1 "= laoo' �.i 2 � N 19 i • • � M � 82 • ` s i EXISTING FEATURES 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. V1. All work on this project shall conform to the current editions and latest revisions to the Virginia Department of Transportation Road Bridge Specifications and Standards, the Virginia Erosion and Sediment Control 8 8 8 W (VDOT) and to ® e °,.° 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 ® COCh EXISTING EDGE OF GRAVEL EX 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. ' low"y RC , ®•' • SAI �, v y 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 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. " ♦ • • ` ®k, • ° ` ' T �1 EXISTING CURB AND GUTTER EX CG-6 6• When an existing water main is tapped for the installation of a new line: • + • �• EX. INTERMEDIATE CONTOUR ¢8 a) The Authority shall furnish all labor and material. /c l b) the deveoperontractor must: V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in F M i P f VD accordance with the current edition of Work Area Protection Manual. Furthermore, all traffic control ,� • • • , , " + • • • • • , + . , , • • 1Z • 1. and deposit, flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road & Bridge Specifications. 1®• � • • R 1 make application pay ray® •• ® ` A� 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 al/ utilities, including traffic signal , '� • • . , ,'' • • „, { • tx •,e s s • + o E EXISTING SPOT ELEVATION X 50.01 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector, poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies, It is the sole the developer to locate and Identify utility facilities or items that may be in conflict with the • « sj • �p v Q 8. The Authority's maintenance department shall furnish and install all water meter through 2" in size. responsibility of construction activity. VDOT approval of these does not indemnify the developer from this + ®•• ® ® . , o c ` E EXISTING TELEPHONE LINE 1't is the developer's/contractor's responsibility to have the meter box assembly installed correctly. proposed plans • ' ® a Before a permanent meter is Installed: p responsibility. ®•® ®; 41 • • .• .° '® '`� 0 Ua EXISTING SANITARY SEWER a) The meter box with its frame and cover, must properly aligned with the coppersetter. ' V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to field a% • • ® • • s �� , ® 0 c m T 3 EXISTING ELECTRIC SERVICE b) The frame and cover shall be set to final grade. change as deemed necessary by VDOT. Any additional expense incurred as a result of any revision shall • • w c) The distance between the top of the cover and the coppersetter shall be between 18" and 21 ". be the responsibility of the developer, • , 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 al/ necessary VDOT land use „ �• 15 RCP 9. For water and sewer services that connect to existing lines: permits for any work on VDOT right-of-way. PROJECT IN'FORMA TION EXISTING STORM SEWER a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. V7. If required N the local VOOT Residency Office, a pre -construction conference shall be arranged and held by 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 JMP Developement Co., LLC JMP Deve/opement Co., LLC c) The Authority shall furnish and Install 5/g'; 314 ", and 1 " water services. and VDOT prior to initiation of work. 150 Major Reynolds Place 150 Major Reynolds Place EXISTING DITCH LINE i d) For all 1 /z " and 2" water services, the Authority shall make the tap and bring the piping to the 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 T ' ° property line. The contractor shall furnish and install the meter vault assembly. The Authority will length of time. VDOT 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 pW 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 roadway via a construction entrance that is constructed' and maintained in accordance with Section 3.02 of the Property Data Bui/ding Setbacks Per Code Proposed EXISTING WATER VALVE 10. Any water service line must have a backflow assembly (double check valve or RPZ, as required). The assembly Virginia Erosion & Sediment Control Handbook, Furthermore, access to other properties affected by this project Tax Map Number 74B-(7)-2-D3 Front: 50' 72.3' must meet ASSE Standard No. 1015 or 1013. shall be ma stained through construction. The Developer shall have, within the limits of the project, an employee Address Fairfax Pike Left Side: o' 59.7' EXISTING REDUCER 11, All hie lines shall have a fire service meter assembly and a backflow prevention assembly (detector double certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and Area 1.0457 acre Right Side: 0f 23.3' Zoning B2 Rear: 0 99.7 c check valve or a RPZ, as required). The assembly shall meet ASSE Standard No. 1048 or 1047. Any exterior, operation. Deficiencies shall be promptly rectified. Legal References Inst #0035535 °' EXISTING TREE DRIP LINE privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately Parkina Setbacks Per Code Proposed c 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'tA 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 Retail Paint Store Left Side: 51 5' v its backflow prevention device, and/or 2) the fire service line"s backflow prevention device, Right Side: 5 0 (JOINT) v E V11, All water and sewer lines within existing or proposed VOOT right-of-way shall have a minimum thirty-six (36) Zoning Data Rear: 5' 72' p GENERAL NO: TES PROPOSED EDGE OF PAVEMENT PROP EP inches cover and when possible shall be installed under roadway drainage facilities at conflict points, Open Space Minimum 15% = 6,833 sf Use For Parking Unit Space per Sa. Ft o Q PROPOSED EDGE OF GRAVEL PROP EG V12. An unusual subsurface conditions a y (.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered o Open S ace Pro osed 46 /o = 20,814 sf p p a, (A 1Z a during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work F.A.R. Maximum 1.0 F.A.R. Proposed 0.11 Retail 5,000 sf 1 per 200 sf p v m U v Q) Z 'q a 1. Permits must be issued from VDOT prior to any construction in a public right=of--way. shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. � ro O PROP. CURB & GUTTER PROP CG-6 2. The Manual on Uniform Traffic Control Devices (MUTCD must be adhered to when workingin a public right of way. ) p g y V13. All fill areas, borrow material and undercut areas shall be inspected and approved b a VDOT representative prior by Building Data ° a ° U aO � y v M O O to placement and fill. Where CBR testing is required, a VDOT representative shall be to insure the Type of Construction 2C - Metal Loading Space: 5,000 sf 1 per 30,000 sf v° 5i O W ° Q 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 VDOT and Proposed Use Retail Paint Store Total Parking Spaces Required 25 m ^' "� "� Ln ko N Q0 i- n a 4 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 applicable VDOT standards and procedures, Proposed Area 5,000 sf a ., a v v v v v W v PROPOSED SPOT ELEVATION + 21 22 this site will be the responsibility of the developer. All damage must be repaired to original conditions. V14, All roadway fill, base, subgrade material, and backfiil irn utility/storm sewer trenches shall be compacted in six (6) Height Maximum 35 feet Pr. Parking Spaces 27 PROP. 24" ADS 5. A construction entrance must be installed in accordance with, the "Virginia Erosion and Sediment Control inch lifts to ! ;5% of theoretical maximum density as determined by AASHTO T-99 Method A within plus or minus 2% of optimum moisture for the full width of an dedicated street right-of-way. At the direction of VOOT p y� Height Proposed 20 feet # of Handicap Spaces Required 2 PROPOSED STORM SEWER .�, °U „ �, Handbook �ectlo;�r 3.02. The contractor must maintain this access for the duration of the project, density tests shall be performed by a qualified Independent agency in accordance with VDOT Road and Bridgei:n Data PROPOSED SANITARY SEWER 6. The contractor will, be responsible for adequate and positive drainage of this site. p q p g Specifications. Certified copies of all test reports shall be submitted to VDOT daily, unless specified otherwise. -� Pr. Handicap Spaces 2 Freestanding Sign Ares? Allowed I50 sf (Sherwin Williams) p p PROPOSED TELEPHONE 7, The contractor will obtain a Land Disturbance Permit prior to any site work or construction, V15. VDOT Standardd CD and UD underdrains shall be installed where indicated on these plans and/or as specified by Freestanding Sign Area Proposed 150 sf 1 PROPOSED ELECTRIC 8. All construction will be done following the laws and guidelines set forth by OSHA and VOSH. VDOT. # of Loading Spaces Required Sign Heighi .^,'sowed 35 feet V16. The Installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT Sign Height Proposed 35 feet 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 design standards and is the responsibility of the developer. Sign Setback 10 feet PROPOSED WATER LINE conditions. 10. The developer is for the by this V17. Prior to VDOT acceptance of any streets, all required street slgnage and/or pavement markings shall be Installed by the developer VDOT's discretion, by VDOT basis following On Contact Numbers Seals and Si natures 9 PROPOSED WATER METER ®1 *Wm responsible relocation of any utilities required site plan. or, at on an account receivable the Manual M 11. All Erosion and Sediment Control devices shown on this site plan shall be installed prior to construction. Uniform Traffic Control Devices. ` 1 PROPOSED FIRE HYDRANT PROP. FH o , 12. All controlled fill must be compacted to a minimum of 95 /o 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 dedicated be Enafneerfna Firm: PLTH Op Proctor ASTM-D698, AASHTO-T99, or VTM-1 as applicable. Any fill placed under buildings, structures, or construction. of all materials utilized within an street right-of-way must provided p y g y p 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 Survevfno Firm: !/f �G, ® COMMON LABELS & FEATURES pavement must be inspected and approved by a professional soils engineer. A geotechnical report supersedes if Montgomery Engr. Group, Inc. (540) 869-0308 ,r -4 �, J this note provided. p V19. Aggregate base and subbase materials shall be placed ,on subgrade by means of a mechanical spreader. Density Zoning Enforcement: BEN]AMIN C. !-. Q PROPERTY LINE OF PROJECT 13. The contractor is responsible for contacts MISS UTILITY prior to an site work. All utilities shown on this plan p g y p will be determined using the density control strip in accordance with Section 304 of the VDOT 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 are approximate locations and not all utilities may be shown. reports shall be submitted to VOOT daily, unless specired otherwise. In addition to checking stone depths, a Site Inspections: No. 030342 ®�} NEIGHBORING PROPERTY LINES 14. The contractor will contain all litter and debris on -site. The work must be left in an orderly manner at the end VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. Department of Inspections (540) 665-5650 Erosion and Sediment Control: 0X% �� FS+ G� J - Q ti EASEMENT LINE of each workday. V20. Asphalt concrete pavement shall be placed in accordance with Section 315 of the VDOT Road and Bridge Department of Public Works (540) 665-5643 Sanitary Sewer and Water.• S10NAL PROPERTY CORNER FOUND Q 15. An approved set of site plans must be on -site during the construction process. Specifications, Density shall be determined using the density contra/ strip as specified in Section 315 and VTM-76. Fred. Co. Sanitation Authority (540) 869-1061 p ~ 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 Te%phone: Verizon (301) 954-6282 THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF U j PARKING SPACE TOTALS 12 17. 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 VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. Electric: Alle has Power 800 9 Y ( ) 654-33 -1 has: Shenandoah Gas Co. (540) 869-1111 FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE O J U �, ADA HANDICAP PARKING STALL V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger steal/ be MISS UTILITY: 1-800-552-7001 ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. '' 11 11 W W SIGNS '°' 1, n DEPARTMENT OF INSPECTION GENERAL NOTE explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing U ° o Zoning General Notes SANITARY MANHOLE IDENTIFIER O - -- __ pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PS-1. Where soft, yielding, or C y L17, 2• Buildings) must comply with the Virginia Uniform Statewide Building Code Sections 304 (Business) & 311 Maximum 1. Exterior lighting will be provided by wall -pack otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT,Environmental ® LQ STORM DRAIN STRUCTURE IDENTIFIER (Storage) and the International Building Code/2003. Other codes that apply are ICC/ANSI A117.1-03 Accessibility 3• Existing Disturbance Proposed lights attached to the building & lightpoles. Q. 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 V22. Approval of this plan shall expire three (3) years from the date of the approval letter. Features Acres a Allowed Disturbance 2. All lights will be shielded or directed to prevent on neighboring properties. LIGHT POLES limitations for Table 507 IBC. o ' Floodp/afn 0 acres 0 /0 0 /o glare are exceeded the type of construction under of yp 4• V23, VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. p p p 3. Outdoor trash receptacles will be in an enclosed A design professional licensed of the Commonwealth of V/rgi;nia shall seal the structural plans submitted for Lakes & Ponds 0 acres 0% 0% six (6) foot fence. LOCA TION 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 o o Wetlands >ZAC 0 acres 0 /0 0 /0 4. This project will not disturb any environmental 6, requirements of Chapter 17 of IBC. VDOT's installation criteria. Final approval of guardrail layout to be given b VDOT after radio is most/ comp/etc. ` p g y g y grading y Sinkholes 0 acres 0% 0% features as defined by the Frederick County Maximum slope across handicap parking stalls shall not exceed 2%. Natural S. W. 0 acres 10% 0% Zoning Ordinance. A greas%il seperator shall be installed if a floor drainage system is installed within the repair area. �'•RI NE TION DATA Retention Areas 5. The owner will be responsible for obtaining or The 20031nternationa/ Building Code can be utilized for building design, granting easements shown on this plan. EROSION & SEDIMENT CONTROL FEATURES o 0 o Steep Slopes > 15 /n 0 acres 25 /0 0 /o 6. Easements will be recorded and copies sent to the tD a 4 INLET PROTECTION 00 FIRE MARSHALL L NOTESDATA TAKEN FROM THE L T. E. MANUAL loth EDITION Woodlands 0 acres 25% 0% parties involved. 7. Al! utilities that will service this site must be z Z z a z Auto Part Sales 61.91 PER 1, 000 sf X 6,889 sf = 427 A WDVTE, s placed underground. 0 � OUTLET PROTECTION ®OP 1. An inspection b the Fire Marshall's office will determine where curbing must be painted yellow. p Y 9 p Y "No ' l�fardvuare/Paint Store 51.29 PER 1, 000 sf X 5, 000 sf = 256 A WDVTE s > a � � z 2. Parking -Fire Lane" signs will be placed on the site by the Fire Marshall's direction. MP .�,c APPROVALS SP # (w ��4 �`f 3 W Q � � � O CHECKDAM CD ® 3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall. r Total for Drive = 68.3 A WDVTE s , o � Z Q 4. Burnin brush ilex of natural ve etation re wires a ermit. Burnin construction debris is rohibited. g p g q p g p n° O O O O O DIVERSION DIKE pp'"" 5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed, Q 1. 02 L 02 � CX LANDSCAPING NOTES o L ULU RESPONSIBLE D DISTURBER ,w SILT FENCE W/ WIRE SUPPORT 1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations Frederick County Zoning Administrator yi°' to SILT FENCE W/0 WIRE SUPPORT SF` NAME: and utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities. ` ` "'l Q 0 N CERTIFICATION #: 2. Trees be healthy free insect larvae, disease. The have >`..�. letter. m and shrubs shall and of eggs, and plants shall ample roots 1, Site Plan approval from VDOT will expire three (3) years from the date of the approval EXP. ®ATE 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. SEDIMENT TRAP O 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 SCALE: N/A 1, The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth in to the owner. not in progress at the end of this period, Authority approval shall be void. the plans. 4, The Frederick County Department of Public Works approval is not enough to begin site development. The FILE NO. 210-0 CONSTRUCTION ENTRANCE CE 2. Note: An on -site uired with the Owner Site Contractor Public Works Designer p g is re meeting re -construction q ' & g 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 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 1 OF 8 3. The contractor will possess a Land Disturbance Permit prior to any site work or construction, re uirements and be approved by Ins ection. q PP P SHEET 1 f _'_ 74� ()1 ((2)-47 l DELANO N:~HARL0111 n_R_ All PG .R 1'? t �_ EN,NIS- USE: EX. DRAINAGE 0 9 24°44, -____ 1 x' ex. sAr�. SF ESM 1 f i i ( I G I 1 1 1 I � 86-((A))-1 COMMONWEALTH OF f ZONING: USE: EQUIPMENT YARD END ASP M o� 3 CL J OC Z W V) o � �- o o CL LL! W ° � o0 a W �� p a v, Q. o z CL ( RIM74#, RIM74 7 a z z 'INV. IN=7 2.00 __— --- 3. 7 ! Iilt IN73a44 I IN. IN . q4 I LO Q Q Q c Z O O �, INS'. OUT7. Seal a Signature , v u g g o 0 INV. OUT=731,9 i E � � u.. Q, CL � oc Qlf- o 0 0 0 U; � ct(Z rx cz cr i C Gr W BENJAMIN C. � MONTGOMERY o No. 030342 p N N N 0 r i _ ii �ssr 0) > f ONAL DATE: JUNE 13, 2006 ITi I I a Z 1 I r i I 0 I o rn I r\ (� SCALE: 1" = 30' 70 f I ' I I THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK I I I COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR FILE N0. 210-06 ° - CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. 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 an portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas Y P P Y PP Y that may not be atfin I grade but will remain dormant for longer than 30 days, Permanent stabilization shag 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 outfaH system shall, at a minimum, maintain the structural integrity of the basin during a twenty-five year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. 7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected, 8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided, 10, All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11,Before newly constructed stormwater conveyance channels or pipes are made operations., adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. 14. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met, 15. The bed and banks of a water course shall be stabilized immediately after work in the watercourse is completed. 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: a, No more than 500 linear feet of trench may be opened at one time. b. Excavated material shall be placed on the uphill side of trenches. c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off -site property. d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e. Restabilization shall be accomplished in accordance with these regulations. f,Applicable safety regulations shall be complied with. 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner, This provision shall apply to individual development lots as well as to larger land -disturbing activities. 18.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, 19, Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria: 748 744 740 736 732 0 Waterline A - SD-2 A 4' MINIMUM COVER U W L.L.Z > J LL Q 8" ~ DR-21 (SE HIGHWAY w CO w CR SING DETA L) �- J� I J00J 1- 1- 00 ZW > Z: 0 F•-4 1-4 00 LL_ C:) r- 0 0 752 752 748 748 744 744 740 740 736 736 732 732 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 5,000 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 vacant but is to be developed per site plan number 16-06. 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 /oams classified as #6C. This soil is predominately yellowish brown silt /oams over bedrock and offers 'severe' erosion hazards. Erosion Control Proarlam M► 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 dewatelring 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. Stormwater is retained on the lot to the east. The following is an analysis of the existing stormwater runoff rates, F$�t t A�T'i Aei �E k 1 no rTS. -s :la�u tit s +�LTiERWtSM:, T�(2 Crt. tTI� PLiWS, � K. � +k�er .oF: cavT� 1EASt.WlxO.'FTtDN k� of �a:ai#; ro � Gfia)�&: IJ.. b. •.:E4AVAT(i�Fi:13EP.TF1 �4:�FffX➢ 4: �1k. 0i.pi5 `.Glf tik PtitM G °xdiF CiRCMAR PIPE t�sTWX iiraatm O OF ow 3 x = W 4TH Of VOW t,&V*FRt .sli Z&k BKIF" -6k gKr1WjTY �r ''I'E# .ok, h : O WIT d IS 15 kSSS7s Gt A; t OE>TS 1FOR J. AAtIO WIN }#AYgk�0 O IN �^EOVTRP 11:35: C A ALOASt1C PiPf 1, i 5 bt i1t Ti 01 TIC P C0 kS' �3Td Lf ,,WTIPE AM 1: 'ice b: @E MAT£atbL AAIn M L1VC5 t> AtKFN i A1I tt TBAL ,INLAY 11 EI T>;?? FOR, 0t0UL0Ei� a r 6Er .iCN^T3tdUTCE Flq s Itt9tiPILL:rrt!+S, EI;liP1'dG,J�I,.. E'K�Er i sT ;c7�rrS!plr spire tk.►t�i`.t>� r>I�: Sg •.&VOIK V-A DtitETooh DF P1F+Q, ..�>rssie 4iArETRIAI sty jaXTfi> MHtx a« reE . k . Ti" WIIGRE $5 THAV , ct . kg irs" Wf}�RE f cR�Ar�x . ,0; Wr4ENE:0IRFCTf3 RY ttiK rtit.tFDt> IIsYCl4iu.bilx BE FIxTkKTdd Kt1R. EARiW. P.pj1At7ATa3N3 Edrt(I R�tTttt' X ENTRAN1rE .PIKE WT% 92 1I. 38' OR 4ESSAGitSH (OVl R ib' OR l ES5. 6: REOXAR SACKI"LL *14TCOAL oxA at 5£O 1tr'.LtEi7 C! a'dS i R L i#i1lii9N' #LESS Alk.%tY,RxTsOM t'I'PI:�:Qtt'ItO.Ft+r,rt�wT1UWCt< iI'N'iNrJtK `g#�" i!R 1,!ES.'� t14D E tCtfT CfF -i ft '15` �t LL.'S8. POE ARCH LE POR8 ;WMTA MJLI�Aiir TILE EitiRE1ITY OPT . r ° TlMirtL s2 t5E55 rHAN 36^ HF fi1r`C t F N9MM SZ 15 1 5" *4 MEATER . S tttERE t9AEC1xlf tir THE E+tt.`RX.E R t WP . ELI y7 itk Nt?AYAL nt p TrA% 1 Lt"5$ :Aw3 ►•tt'`c�yi,: t9 ALL f �isTN}9N 1* FOR 4iA. rft R;4 W HME"T MVER V. IAk �t 1:51 IN �'ALLATION OP' �'ft�P C.U�,,.VARTS ANO STORM FiEWERS Nl.}.s4 GENERAL, NO#ES �D2 !t67•bb1_.. VIRC'AAA CAN'tTw7T Of'.tRATQ$fiORTAritlit >t I xe STREET APPROACH SANE A+l SUWACINO A$ MAAILNE IRAMA TO BE AS i I ROAOWAY SHOWN ON PLAN) C C I (It"S TO FX AS ARAOIAt OMBeNA] N SHOWN ON PLANS CURB AND GUTTE t5T•0. CG-6) s� fa ! l Q SIDEWALK I I' �■ r, 6,. OPTIONAL rtDW ERE 7 ExPANSION JOIN( NOTEr WOTH 'B" 2'-D- OR AS to MAM♦A.IHE ROADWAY SHOWN ON IYPICAL StCUM A-J PLAN ViEW CG- tt 1 i. io T •T .._� CLASS AJ .:. •:. ••• ••. ••:. 11 IF .w •i. • i. CONCIT EXPANSION JOINT SECTION C-C CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. ®WHEN THE ENTRANC RADICASNOT ACCOMMODATE THE TUNING RE [MEPIS OF ANTIEWATEO HEAVY 101PARRIOLIC CURVE RALWS Yt1T NiDtHE LINTS oFTHE PAADISS"0110 at EDGEOf fA1 SHOULDER OU DEROW 111PE C""A'WE 0 INCREASED TO 7. r[OR ® - - - - - - -- 0 HEH 51.0.CO- it15 USED FOR ENTRANCES 9UILT --�- - H CON,NNCTR)N WITH VOOT PROJECTS, PLEASE MAMeaE RTAtIWAr x watt THE rOLLOWRNG, O SLOPE C A- NO 40-WFOR �(`,E' WAV PAVEMENT SrW.L Of CONSTRUCTED - 0 TO THE RIW LIRE IEXCEPT AM SSUBGRADE S,MWI CONNECSTREET AINLINE STAIALIZAIJON REQUIRED FOR TTED Q'OESIRA9LE FOR COMM PAVEEWHT WHCH CAN RE OUON IN ENTRANCE THE ENTRANCE.) SECTION A - A ® Room O.M 0R CO%tWA1gN�� GUIDELINES FOR GRADE CHANCE D BEYONNUTTINE ER R/WLL�TEXCEPT FFORRUCTEO REPLACEMENT PURPOSES. WHEN USED N CONJUNCTION WITH STANDARD CG-3 OR CG•T,Tt1E CURB rA�E pN THNTS TO MATCH THE ENTRANCE VOLUK DESIRABLE .... 16II&A 1 STANDARD IS TO of ACAIBTED MOUNTABLE CURD CONFIGURATION, HIGH (MORE 1HAN 1500 VPD) 0 t 32 IR I MIP OESICN MEDIUM (5DO.15DO VPOI 53 % 6 ,: STANDARD, TO OBETUI�SED WITH THISST� tow (tFS5 THAN 500 VVDI 56 I e x * PLANS ARE TO INDICATE WIZEN CONSTRUCt10N OF A FLOW tJNE IS REGUREO TO PROVIDE POSTTNE DRANACE ACRROSSSN�THE ENTRANCE. tl�BRTbN IK GUTTERMSO PREGLUOEWPp p04 or WATER. SPECrICATION METHOD OF TREATMENT - REFERENCE CONNECTION FOR STREET INTERSECTIONS S02 AND COMMERCIAL. ENTRANCES REV.3.01 VIRGNtA DEpARI IVI or TRMMSPTRTAtMN 203.04 Proposed Management A new stormwater management structure shall be constructed utilizing 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 throuah the Detention Pond Two-year Q= 3.46cfs Ten-year Q= 4.06cfs 100-year Q= 4.87cfs Stormwater Management Is achieved. Waterline -- 4' MINIML 14 COVER BE GIN VALLE ENT, L ❑T 8' SDR-21 Z Z 0 0 Q > w �O Q em 2 W ¢w t- as aw I- Z W Q °D Q H w aw I- Z Lt_ HLY I -1 CD1-4 MN -� > J CID 0 U% (U > H .` 4 --I lL_ 9A U U Q _ w >_ J J J J J> 'oeJ J J U J W > > W Q I N 0� > �X W N(� z� 0� zW t/1 A z zw (jF- Z¢ H 1- W W Z Z0 Zw Z0 1-4 Q 1-••I F--4 H 0 P- o LO Q F- H 1--I LL 1-1 0 F-1 Q p C:) (7% --I(Lf �D (,) o t\ o o r••1 M r•�1 00 Q� 0 M Co M + 0 + 0 + + 0 . , + .-. + + + + (U + 01 [7� 160 240 320 400 752 748 744 740 736 732 stdto 1 ew 410N ' t4w A B .�� SECTION A•A CONCRETE QUANTITIES FOP MiN. DEPTH NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2, CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB h GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBNATiON CURB A: GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB TOTHEE SLOPE OF SUBBASE COBE URSES AND TO THE DEPTH OF THE PAVEMENT. t5 ALLOWABLE CRITERIA FOR THE USE OF CO-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A 2' R OF THE VDOT ROAD DESIGN MANUAL, D. 2'-0' THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR THE BOTTOM OF THE CURB AND CUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7' IS MAINTAINED. For Reverse Gutter slope down at same slope as shown above. COMBINATION 6" CURB & GUTTER Loa 502 ViRGNIA DEPARTMENT OF TRANSPORTATION 5' min. Edge of VDOT Right of way caau Iy PNn uI tunnel liner SIZES REQUIRED CARRIER PIPE CASING PIPE Wall Dia. () Dia. () 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 ) tECTXR STEEL .i,iA.rrs SD'HYfYp L Dr�nNN"tygFat Tru#A Yt t►.. SIA`��1Pp 1. ,1L ^K �qSN f/�� S�i[pMOMLA MH���� 1.N.'�Th[OViFAl4 qqyy e "TNvd P1�f+ Y"�f a�Arc+C P I 0 N,V�gD��A7E' tY4V rM CstNNiyu {Ohl N�i.A t tQ�t to H 7q�Tr7A 5 YGt1}EY U�1TW law g{r��PpiitTr Yi1 -r't[ ,0 .R.f' .[R'K'AD r111 iC ht 4 /t7R 57 �_,;,' • A. a ve rr# E tHC kt Its s SECTION a-8 COLLAR DIE v ! °f 4rn�tS�1Ntu, l TtA'C IMp 7rvv„ �W mLIC ONSXHgT�d4 5�+ A w� puA+.pEJw.Aarq K 1•T,9+p.IltlT�+{69L P70CE fa A,� AtlttiC It, STEP'S AM T9 4C MNAiYr6VTXU ut r;raEeTLtr, rtTc LS STE sr+aoxao Sr.T G IHS rtTr YAY OE AACCAST'Gt CW-fl+,Aa.. .04C >, • 4 x 8. 3W( 6 At AOX AAIE(LL♦ YCti rp 6F pl pD ri PP ALL AWAS 45JAC{pr t`0c AALtTTAt7 tE T FIKVM-�^ 416% NOTCI• Y !t VIFpVW�C.t1�E. �, ,•a,x.� Y A.rtAN a r u- Pt10 Tt► � � � rRrEr TP DINT 5�� o.rmo� i Yes wr DE r0. ANr AtrexuATQ IA;tIro� or �N1rrt.+ROVAi. rrCCTMI6 LLAY rKyQSMHf.F610 rR. K'nKC,H BACS H#, !y ee NY1He ire • t4A4 C vdH Cuaete SECTION C C 5[C110 4 D-0 t�' canv.He Ott • 1.AII 4w Yd1. tenrrad 'I• cW,crvty ptM LATb W, fpy CWKMHe 14:eriCrN. 1104 • TAQ to, Ydc. Ceetrtu GRATE : EYAIL Ado 0.4E0 tk% Vol. DIM addR�om!lWl or depth APPr1CNMAM tYT1CHr CAPS 4an Ctvit M3 IS Wv STANDARD DROP INLET m 1211 - 24" PIPE: MAXIMUM DEPTH (H) - 10, zz. pc.C1 vrtyMw pSt•AI!tKNt CA TRAkSf�itM10F S5? Existinq 5' min. Edge of VDOT Right of way SNat:tyr5 t"'csa Itutul VIIu avat 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 a Signa ture LT Oit l 2� I-t SEP 05 CG-6 201.03 M o� � Q w � o� ti J Cr o W �� Cr cll� Q. �- o �o �1_4v U IT W ZCX W �O D 4 UJ "'i� Q 0LZ C) Z 61 vl 1yI Q � V Z V Z ul C� a rL > a 6 0 0 0 0 0 SO- ct� W C2 62 C2 W Ix W BENJAMIN C. MONTGOMERY No, 030342 cv 0 FSSIO E�G� `� NAL W Q p N N N Ty 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, 752 748 744 740 736 732 752 748 744 740 736 732 BEGIN V LLEY ENT, LLC LOT DI-G r 24' RCP 15' RCP �V � 6743, 46 DI-F 2+18 16122,57. INV IN 41,46 2121@1107. INLET TYPE DI-1 INV DU 7 741,26 0+16 INLET T PE DI-1 N o I o � 0 50 100 150 200 SD-4 STORM SEWER PROFILE 250 2 CONSTRUCTION OF A SILT FENCE F ;i .' ; " o LL ii (WITH WIRE SUPPORT) ;!LoT-7 1 `J i 0 2 t. IU POST! A D 00 ^1109 A 4W Z arm[ WW PDCNIQ TO 7lle P081 7 ` �(7)�-�"(2)-47 LOT 48 �► d> 0) W POSTS, / DELANO N.-��HARLO _ __ ''�- -- 48 W00 T - D.B. 4 PG.72 j / , RETA H. PALMER l_______...._.�- -____ (, � A I�G: RP / D.B. 769, PG. 1130 j it i Lo / ® USE: RESIDENCE 59,54 27 E 4) / USE RESIDENCE 182.01 _ �g�__ _ y� Q �1y 56 S86 0 14 E _ __. E ..r { SO' 20, IY' 20�--•..tiJ0I 6,1°._ `i C yY j-...,._...-_.._.__..__....�__.- ,�.:pt_, ............._. ��_........._ _."'��..___._ ..��_t__....'.�_....� �" i• 'lti ✓ ✓ f .._ %l .-._ ci "••-.w `1_. _.....4 Gw7w _..,_....�._ �..._.._..._.,-- __"'__...._. JItt ----a- �. --=:- r� �iasi�rio-=��.H►oaDT�rcem� � =��� �W -w W -- -. \ ; FM '�� / • "_•"• •'`� '='�' 7 I / ,. �`. .,.,'.4�' - •,...,•`- -- — .. ___.___.__-_._ �.At:�!'S'/�-$ll�'f•"ER"AE?EA '^' -.._. -, �, 1 t� t t � > m CL (DF-LINE Tfl �E(iS7l1STE{i-_ . 11 r O o N E a) E E, ATTACH 7W MM PIIdIK' 70 THE MW 4. 011 AND OO PACT TFtY � � % J*� `°,���r " � 'a � � / - � � ':,- ,,y_.._Y-" __- -- Y �J ti \ - �.,'�` � % I � �' � � V FDW AND rxTfl+u rr Tti10 TF,X 7RaiGt ooawaea soy. �~'�C �� `` ^�J, % ,' ! ; u7� " _- - -. _ _ `'.��:---- 0 c aCO ,t _ ., ; / 4 r °' ; , -- _''',� `� ' ��%- -- �_ i o'x12� ` o a ' f ' t / /' . %F `e I a`' '� _ .__ °`may ` _ _. DUMPS �/ I `"41 [JJJ/ JI ! RX i i" r "PROP EP w/6 'Ftt'ii�t, ✓"may 'l'S's t \ j I 1 'r'..- ,,,.— , .»-,: ,` t - ''f r,�7�, •� ,:( / 2 r i i ' ' 'OT LINT: AQJUS ENT _� ` •t i t i ! i i / RETA .,`� y .ry4 _.. _.._ _. -' 9 i HT 4 T s`�`1 l+ yy t*'- EASEMENPROPOSET INTERPARCEL �4NNECTT) \ �i ; i 1 I '•, ti i+ t 4 t 4r C !� ! li d •e. J i"14�C `�. •^' 4`f.';'' e �'Y, . ;K• •; d•;' �. ".'.•''� °° 4 � t i 1 t t tPEE 4 I yr , ' 4 r•' 10'xlf CONCRETE Cf i:+ •i' [ t�4�t`�i I r �ZOIr l // / -� I � � `_� . L� e Y i N! a DUbIPSTER PAD l� ;- e,� ,'� I �zc i ti,tt.t:4t' finished grade t 752 I square skiApad 6' thick around manhole frame in developedamas , adjustment rings (II'max.) 3/4'concrete anchor bolts (4 each) :i 748 concrete ASTMCG15o 4000 psi T T .. 12' or 16' (lyp.) weterprool coating� . 1 joints are to be sealed 744 with 10, ring gasket y 740 736 732 300 ,top of manhole at grade in pavement areas unless othervise directed (top shall be set 24• min. above grade in tn>developed areas) 3/4• x 2• butyl joint sealant 24' min. in undeveloped areas . L. ti finished grade r' .S J� ,• , 1' nominal size butyl joint j ' sealant applied between joints and on exterior side ,' '1 of joints 5' %+ pipe to manhole • o—ection to be • by flexible sleeve Invert channel to provide e • t�'t 3'-0• min. smooth transition in to oul, t • t 4'-0' max. for all oonnecib �• -0• ma max. precast invert or grout '•�•� �: t top of bench to be )atom to term channel pM t •y: same elevation as top ,r ` ,y - 6' of pipe 14 6' bedding stone �iAr.W.7:•::•7':•c:; :: �:':•.'!.:'::: r: :: ::::: :.::::.:•:.;•.; •:::::: ;:: ::•:::::t:•::. NOTES: 1. Manhole sections shall 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 coaling of rater proofing. 3. Final slope adjustment oll manhole frame shell be by sNms and non -shrink grout. 4. Skid pad to be plated arround manholes located in shoulders of roads. 5. Flat top sha'f be used if height from invert out to rim is four feet or less. Frame to be flush in top. STANDARD MANHOLE -13- SIEP 05 BEGIN V 2iiLLEY ENT, _— ---- ---- -- - LLC LOT DI-E 18' HDPE I -D TOP 74 9,50 TOP 749,50 INV OUT 7 DI - NV IN 742 6 4+10 DI-B 7 6.50 NV OUT 74 2.32 DI_ 410121r0% INV IN 741,14 INV O T 741.40 + TL7F 744,75 INV OUT 1,10 2+17 INV IN 73 9,6 6 1+87 IN OUT 739,6R INLET TYPE' - DI-1 0+39 M ALL INLETS ARE DI-3 YLN O n O ti 0 50 100 150 200 SD-1 STORM SEWER PROFILE 250 300 350 400 752 1 752 748 1 748 744 744 3,37 740 740 736 1 736 732 450 732 0 ~� - DENNIS- S33 SEWER PR LE 0 1' WL EX FM VE IFY L ATIO ti A 271 '@l. 0% 6' DIP CL f 2 O J N ¢ ¢CU ¢Nizs q d a rn W� W� tih 2 11 �wIt 4Nk ti C ti tit ti �� �r1 W CD ti 11 ~ ~ CL D ti ti RI Rl I Z L � 4 80 IM 240 748 744 SEE STORM WA TER ANAL YSIS N SHEET 3 SEE E & S NARRA TI VE N SHEET 3 I RESPONSIBLE LAND DISTURBER 740 NAME: CERTIFICATION #: EXP. DATE 736 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. 732 320 At 8 I 19+oa _ I Seedinq 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 3"R o O v W Q� z� �o WO �V o0 o p aCX 0 � CL o 33016 Red Clover. a a 5.)Straw mulch will be applied to all seeded areas at the 2 z z z rate of 3500 lbs per acre and anchored with cutback, or 00 z C;5 emulsified asphalt applied at a rate of 200 gallons per acre. LLI ; a s o 0 Sea/ a Signature Q o 0 0 0 0 0 °��otaLU UJ c r u BENJAMIN C. UJko �o w w o o ko MONTGOMERY o 0 0 0 0� �o No, 030342 �t4j p SSI�NAL DATE: JUNE 13, 2006 r, t SCALE: 1" = 30' 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 4 OF 8 ADMINISTRATOR PRIOR TO CONSTRUCTION. MY 0AE AAAK ADJUSIM ME IF REVttI M \ iW ACCESSOX AET TY $100-aoo TOW -AWAY ZOW PARAWsu cmimm *"M slaw HANDICAP PARKING SIGN DETAIL (oar 1n SCV4 Prune codominant Prune rubbing or cross bronchea"'-' Remove togs and lobe/s.-.-.. 3' MIN. 12.1 12.1 3' MIN. N CG-6 `' CG-6 D 1.4%C 1.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. ��— DO NOT pume terminal leader or branch tips Prune narrow crotch angles & water spouts -Prune broken branches Prune suckers Cut away all balling ropes 2 =3" mulch kept Remove top of wire basket away from trunk 41 to i-conl tainll water WJden and sro — ho/ea in wal, 1 17 ?� Remove container and cut circling roots If container -grown. or as much burlap as possible if field -grown Loom solid sol/ pedmtal - do not dig deeper Own ball depth Va hole 2-3 times mot ball width Bank, soil ° •f • • Partially backfill, water t0 settle 1, finish backfilling Area for water drainage (Pipe or We could be Installed) TREE PLANTING DETAIL (NOT TO SCALE) Prune out any dead or broken branches, remove oil tags, labeM, abinga, w/r+ets, etc. from plan. 2-3" mulch 2-3" Saucer Set top of root boll s equal to or 1-2" above grade. "L,LirleirW NT • _ _ i. L C Remove container, use sharpblade to make four 1/4 =1 " cute the length of boll and cut a "14 X on bottom of boll, loosen compacted roots. CONTAINER GROWN SHRUB Prune out any dead h^ML-An branche0. all tags, labels, vines, etc. from r" mulch Set top of root ball osgqUa/ to or 1 2" boes grade. r rope burlap oat ball. Dig hole 2-3 times wJdth of root ball. BALL & BURLAP SHRUB SHRUB PLANTING DETAIL (NOT TO SCr4LE) 4' CH, #6 4' WEE #4 - 12 COVE[ 6 - #' EXTERIOR LIGHT POLE RETAINING WALL DETAIL 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 U_WP White Pine Pinus strobus 6' Tall 20'-30' N/A 14 • DW Dogwood Cornus Florida 2" Caliper 10'-20' Red 13 Shrubbery & Groundcover Symbol Common Name Botanical Name Planting Size Mature Fall Color Quantity Height or Caliper Height LC Leland Cyprus Cupressus 4' 6' Evergreen 14 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 165-368 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. DELANO N. ~H, D.B. h3% j PG. U L �7 750'+ s 5 LANDSCAPING DATA Interior Parking Lot Data Type of Vegetation Requirement Calculation Large Canopy Trees 1 per 10 Stalls 1 12473717U 25110=3 Large Canopy Trees 112000 SF IMP =1 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 16 30 Shrubbery 24 24 4' Evergreen 28 1 28 O u- N co co 60 O E U pis Z �► too o ., E O : � �V 0D T U RETAIL HT VEI 4' CH/ (SEE [ 10'x12' CON DUMPSTER i AU1 BM EI 60 Z Z Z 0 z its �s Seal a Signature o 0 � �1-1 o 0 00T OF l�QC > > a a Uj O �2 BENJAMIN C. Seeding Schedule (per section 3.32 of VLSH) u MONTGOMERY be depth 4 ". W I' Q o ko 0 ko 0 �o 0 ko 0 0 `o 0 1.)Topsoil will spread at a minimum of -� No.030342 4u 2.)Pu/verized agricultural limestone will be incorporated into O the soil at a rate of 92 lbs per 1000 square feet (2 tons per SSrONAI DATE: JUNE 13, 2006 acre). �� 3.)Fertilize with 10-10-10 at a rate of 23 Ibs per 1000 SCALE: 1" = 30' square feet (1000 Ibs per acre). 4.)Seed mix will consist of 67916 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 Ibs 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 %� LL general backfill PROTECTION METER BOX and COVER 0 N ! xl r f.` METER SIZE METER BOX METER 80X COVER 1• Non -Traffic 74M32CRG v f w ,., . ,�„,4r5 rv.r �;•... 618" x 314" or 3/4" 18 in. Dia. Traffic A32HH-T y Co Non -Traffic MC-30 (Frame) WITH RMII (Top Lid) trench wudth ;. O 1" 24 in. Dia. ?,` asrequired 24" setect TraNic MC-30 From WITH RML-12-T (Top Lid) tO !� backfill M W FBI, , 6' dia. schedule 40 steel 171M7161� treated 2"x 4" with pipe tilled with concrete a meter box top 6' painted blue and painted yellow w'? and cover finished finished 6"All backfill to be compacted to grade 1 grade T r 95% of ASTM 0698 maximum sidewalk 511 24" w '11 density. . , • . concrete pad � Q 16" dr. 1'-6" G p dla. x des f \ ••concrII stone 6" 18"2 " Fete finished j enas cement N �"-3'"" + i finished 3"stone ;� grade tip. p 8 STANDARD grade surrounding *s �, N t) box Q O general backfill L 9 general backfill • BOLLARD DETAIL O > ':. Q 01111'4" atone `:sJ�t: O .-• - !;aa:�::atHta':";:'?' ;�re,:�•;t;Y'•.`••((,, t�Tt';110[ • ,:;t.:,.:,�:: `'%;,•,,::::+,::.. _'.;< <.: ::; 4`x>s s_.,•.. .r. s,_ N fl' Ir11YIM /HAM► Cl _U .c. L .:.L... � 111�AIMOf1fT 8' ° 8" 8" Y e` wk �. 8• i" CTS polyethyl screw e r O U LRW tubing (PET) 200 adjustable valve box�j�, >:k:;,..a..:.psi with SS inserts _ _ 48' min• `.`Tr ,?� R3 concrete t 24" select 24" select '.' ' at all connections backfill backfill * '.:,;,• ., Y location marker �. OPTIONAL STONE COMBINATION ' saddle with stone valve restrained r t....... .' f "':: asrequfred : � ,• ( •,� tinBtxrtl Crete pad 1'-8" dia x 8• deep stone .• ��t ass::�:�� min tomeln 8 S, Corp stop joint restraints grade ti . �; ,;;:; ' 2" min. - 8' max V .1:1. :::':.'.'. ,y:• .�;r 112 O.D. 1!2 O.D. tA' t.b'..........•......................... stone .:� � "��.^'r • � `.Ii.. .'.::•.: Y.•.�Sl.'AY :•' :. - tee. 4 avi . .♦ Opposite Side ..•...•an..••• .•.• • s• ""•"'1 ni l.'. /f IA <n .•r ........................ Oppo Side �""•` S Y r '�r'.•.i?::. G:..+� '� 4• alone 12 gauge insulated . - - concrete 8" stone 5 stone to be screw type copper wire for line 1`coupling , :.. :,.c:.::::::.:':;::.'::::: adjustable � Same Side ,,: i .;••.2r.r;�„�ry„ �:� to minimum of 8• 1 HAN tracing, to at 10 (PJ X FIP) C14.44 ;;:. *. , ...., .. valve tau locator marker CONCRETE CRADLE CONCRETE ARCH ��� g p� . above top of base foot intervals with SS insert end general backftll MI p plug stone 18 to 24 stone stone P plastic lu COPPERSETTER 8'x 8 k 18" solid bkx�C joint a •-.an<:;:, � meter Opposite Side Same Side (for valves 12' and larger) restr rots `.,..f nil `s.?f.. 1 IIrIHII size w w11e1 s° - ro oc 8" x 4" 72• WD- V •1 5 3 VBHC 18 4444B4 BH 82 OWD-44-44-B4 ;�i'it 8" I C t410F1 WAglYlla CMr R OtlriOlm 4.•• i :x'.' y:or3:•,. 3/4" VSH072.18WD-44-44-B4 VBHC82-18WD-4444 B4 24" select {: backfil 1" VBNC74.15WD•4444 84 N/A - Note: this detail is also used for butterfly valves `! INSTALLATION NOTES: ::•1 d y SOURM ADAPTED It M VDOT Standard $hest• acid ViL DIM PLITs• 8.011 1. Exact location of meter box assembly to be approved riorto installation. . f . 2. Water service crossing street }%`� i ' •,� •' �� , .• a) Encase in 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the �... r''• A�....rr ' r7�� ; mechanical pint • ti i ;r Street, to one foot beyond sidewalk swivel tee with k , INLET PROTECTION NOTE.• b) Install 12 gauge insulated copper wire (for line tracing) from Corp. stop to into the meter box [wrap wire around Corp. 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 6' 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 SEP OS TRENCH & BEDDING COUNTY. CONTRACTOR MUST INSTALL -g- SEP 0-7- SEPOS -1- SEP 05 THE OPTIONAL STONE ARC AS SHOWN. WOODENTREAT STONE/ /N ENTRANrv }►WITH WATER SEALANT. D• 35 spigotr• 35 splgot. by gasketed S /- bell 45' bend bell adapter 7W "a PAVEII j finished graide ,. ,.-II-II'-Il-it-11- � • ♦ ♦ � ♦ ♦ �:♦ ♦ ♦_ ♦ ♦ � ,\ ♦ ♦ � �, ♦ ♦ ♦.:♦ ♦. �,'� ' .. :•''.-�, -� �:;;`.:' ,. .,.,%' ; fly 4" stone M"M cum _SIDE ELEVATION (OP71ORW -.`I ,y•.�',. �. Valvco, Inc. st Iron cleanout cap with brass GROM 71 BOB EWER •• . .: ►. 11 1 weld cap property WASHM COARSE AGORMTE line bottorn section 'TYPICAL 6' TALL BY 8' WIDE of box 9 rade 18" brick base PLOT 4'X4'X8' TREATED POSTS SET 3' \�\yw�\•�\ vim\ ♦�\��'�\\\vim\ \\��\�\\••vw�♦ �w \•��\♦�\ v v ♦ • • u • • • 7.%1 �' , `, •r - :�:. `a . ' �`'.•. •. sanitary1�(.�(. ►(,�(�(�(\ �(/ ,r':•�r` i•r •ram �••li •:�'ir' ,., •�•r• �•+• ■ UMPSTER ENCLOSURE FENCE sewer main S21 Wye DETAIL ` •j; .' • location •% MM i 2-10 ACRES OF DRAINAGE AREA: 1 1•1 stonebedding •' 7'• •. Q. OF 3000 PSI CONCRETE W/ FIBER ' *� ���� �'4' OF 21-B COMPACTED off. 11=1f=11' ��.�i�l�.�i�.��1��.�i�l�:�lii�l��.�i�.��.��.�� ...�..•.,,� SECTION A -A // SIDEWALK a CSECTION, >FLOWa.' C • • SEWER CLEANOUT WOVEN WIRE REINFORCEMENT SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS 8' OF 21-B COMPACTED TO 95% DENSITY -17- SEP 05 SECTION - i .1 l 7lfroM 10.' I,t i.311111110111111for .. N.,l WASlint CMkL WA kI: I1 i SOURCE:DSWC PLATE. 3.20-1• / OF L7RCANICS / / DUMPSTER 3' L7F BM-2 SECTION SPACING BETWEEN CHEry DAMS TEMPOR-ARY DIVERSION DIKE 8' OF 21-B COMPACTED ' I'I DENSITY L THE DISTANCE SUCH THAT POINTS 0 Compacted Soil A AND B ARE OF EQUAL ELEVATION SUBGRADE FREE OF' L7RGANICS PIPE OU111Zr TO WEM TYPICAL PAVEMENT 0 PLAN VIEW SECTION =•�'--- Illill�llllll= - Ifi111�1��IlI(III UNDER DRIVE 6' OF 21-B COMPACTED SECTION A -A TO 95% DENSITY MMM CIM MIT N GI 1 1 , u: n 1.; .1'• • :.1 1 .. �`— �• I �I�tI. -�. /' 1TES.- 1. APRON I'll t MAY BE 10W. t;:•1/ . •+1 MPW. t. :I 1 SUBGRADE / /L7RGANICT , SCALE: CUMPACTED TO 95Y. DENSITY UMNG PlAnIM 3.18-3 AND 3.18--4, SOURCE: VL D8WC! PLATE 3.09-1 THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES, ANY DEVIATION FILE NO. 210-06 1 H:1 TYPICAL PAVEMENT OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE Source: Va. 1'UNDER ADMINISTRATORZONING PRIOR I , • ,CONSTRUCTION. .I,PARKING SPACES • • , • � I .1 I 4" ; --�k.\��, . , I . 't , , _� 4L __ - - - - -1 - L 1- 1"�' � J -.1 M__ - �' - , _V ._. %__ �_�i y- -.',',- ' f/7 , �, fJff" 50' 8RL.----,I e .;�--.'�a; 11 1 t ."p r,,,r•r` N `0 �;r > / 1 I, , .r / / - I/ �_ ""11 __ - I - , B,T��j - I.- __� ,,�,,-�.!I": .�,', . ____ =Ci_�K60_1 1, "i .;.- P !_M-11_� 11 .- , �, . , .1 .� .... .. .. , :.'�r,p..> L � i Y 72.28Y,: ' 1. xt i'y?:.'. ,tx:.it�e.,:,�, ,-n �- Jv) ._.. l ._�/4(��'4 v _ w W _ 50' BRL 50r BRL RELO ( NOT A PART �r� OF THIS CONICT ,: P ;e' / yv ;;T •'•a.• Zrnee'j 'i``CVI\rJ 1. `+'1:".� °'.,. �9•:.��K.,,.u.4 M ° Yz '; , ANTRANC i' P+.„' ( ,,c,., -OC �.,� ;: , „ , : "r • NSF RM i, n (3) ICONST. ENTRANCE / , � -.. 3 I .1 11 i I ! i ! >r %% ` _...�..,._..",,........w, �L K! +•r-}'3 , «:i;� r` , ,, r r �� r r -ram. sr• •Ir r!r• r r �rrr_r• r r i� ,„ .%o: ri •Li'• 2 - r our - �///1:______ .r,..,.,°/' , Lour•..-,•.,,.-. �(j,,..,,.. • .� r r �r•r_ r r ter•' r r -r•r_� - -r r.rurr..� r - rir_rrr• � '? I • �'" •" r r -r. r sewer r r .rrrr�.r r r �r-A r I� �� . t i= . •% ay 40.00' IJU. x30' PER 40.00'/24' STOP 24 ST ADJUSTED OT ROW 1 ' ¢ MUTCD 03 STD 1. CG-1 t TRAM T 03 STD WHITE PLASTIC i I !�* ADJUSTED VDOT ROW VNiI7E C 12 PLAS 3 _ 173.9 173.95' `_______ __ ,Ea< _---_r---- r----r------�----- 330.50�__--� --- - - - - - - - R25. - --- - - --- - ---R2 ' - " - N89.49'48"W f N84'08'22"W 2b.00' 347.90' 1 'ti' 'jkFx E,C x"&'' / CG-12 CG-11EN1RANCE CG-12 r 4' WHITE LINE I 14 jf._-_...,._,__.�___.__.- 1 5+ _ ___ T FLOW LINE F1'OW UNE _L �m rye„ . mz -• .-' SIGHT DISTANCE 750'+ t NEW 1-1 LANE t _.�.,w.�..._.�.-.._.�....,......_...,_-.._._..�..�._...M__.�.�..,.--- , .. 't '� al i�lnws >n � n��vo�uslrc n� e, ass 1 --- I i irk•-2 / r, ��s X;. 8' WHITE EDGE LINE - LINE WHITE MINI -SKIP LINE�4` WHITE LINEr,5 A4Eq 5P�7> UVIT rARr'AWV"9KF. ADT 910D 4' DOUBLE YELLOW LIN C C +U V r- MATCH EXISTING CURB 4' WHITE LINE 750 50 WHITE MINI -SKIP LINE j q+O i 0.# oRnz.' 0 i 11 L# { SIGHT DISTANCE 750 + � � -P �_ 0 50 WHITE MINI -SKIP LINE 1 { Q + - STiCKLEY DR On � 227 FA I R FA X (� I K E `WHITE MINI -SKIP L - I III SIGHT DISTANCE 7b0'+ I ^ I 4' WHITE LINE�� _ _ ��YELIOW SOLID LINE I LLO OKEF LIt , p `A/ 4' WHITE LINE DOUBLE Y LID LINE 1 YELLOW HAGTCHING 24' 245' 8' WHITE EDGE LINE ADT 9100 r tit $ j p0 ii YY '�'V� � VV? _ -" -- -" "- " "- v -6 CURB 12,�ATCH EXISTING _�__ . _ _ ._ _ _ / 11 _� ,� _ " _ „..,,,.� ..„ _ _.. _ _.. 1 4 DOUBLE YELLOW LINE NEW CG-8 CURB Ws NEW 14' LANE WHI INI SKIP LINNE B 4' WHITE LINE � NEW 14' LANE 2' CURB CUT NEW CG ��. _ .13=2.9. � "._...r<.._.-._ � � __. " -w_� 2' CURB CUT NEW 14' LANE a ENTRANCE _ _ ENTRANCE 2 CURB CUT _ _ � �� FLOW LINE J'aCONFORMING TO F1'0- W UNE CONFORMING TO _ *T _...�-....-.,...r. - - �- - .r .. .~ t$ CG-11 STD '� 110"W _ . ._..`� ��,._il --le M . - �_ CG-11 STD _ - ..� - ON COMPLETION OFF 0 - - - r r \/i(( 3. /' ..-� UPON COMPLE OF ROW �%/'� �t i ` NEW PROP ROW no e1 t /n. - L1 I.. /? . J 1 r �r r r �-. - �- r ^ BY OTHERS JMP DEVELOPMENT DEDICATION VD LAND USE NEW PROP ROW ix _ v ""_____ NEW PROP �r -LIMP DE-VEL-OPMENT VALLEY EN _ CG-12 -_ -_ ICATIO V�DROn LAND USE CG-12 (. �� ,,..�...�- -, • 6W-PROP-RBM�i--� RK IN ROW. 1 P FoR IAA- ._._. - -- -- r'-1 WP RALPH 8 & MARY R i( - 10 12 THOMAS A & SHARON E 12 ROLO TED STOP SIGN GUARD 1 { DENNIS R & MA J °W' { GEORGE W JR. & BARBARA J'� { ROLOCATED STOP SIGN I GROMLING I INST. 025491 24 STOP BAR RSOt 24 STOP R MAi�pp I { WHITACRE I SHiMP R50 a' I RELOCATE STOP SIGN INST. #0024992 LOCATE TOP SIGN INST. #�p0024993 ZONING: B1 { INST. #0025080 INST. #0025079 AS SHOWN ZONING: B2 OWN ZONING: 82 _j -ZONING;---R'� ZONING: RP 50.00, OWNERSHIP USE: DENTIST R6. P. CON T. ESMT I R50,001 USE: VACANT :MP. CONST. ESi�T. USE: RESIDENCE USE: RESIDENCE USE: VETERINARIAN PROP. TE COS ESMT. NKNOWN I I I ---_ - _.�_. 1 I �--- I. �I I I I _,____________._,___.4._ w- :- __�_.._ �k. DRAINAGE ESM --------__ t I 26100 EP (LlgCA*f ION VARIES) SM-9f5 . . . . . . . . . . . . - .#5tR-A01- SFEET A157 , . 'a.--r r'.-w - a+' Mi.alG rM,,W'YI .� . �RWO;• A PAYiAm `s,.,:NE : ,910RY_! MA.7MiN Q3LV:O . m ] A3F:A i aS • 4�1 T r . r i �* u�''. Mi,r r64s 6kiA�.t'-' Cow;.: - �- 1'VCY jC,tlya f rylTt4 . . . Illy r-'3 W-all I , . wWl F 'pY• ,q nr J . kdp LVIA kNNp1. - - '1Ai T� fOW 3 «. ;s� < V i.dv .. A�M'1cw't r�l:� SkhN.l TrL'yt-CDA K.':iLnyt F-P.1AT11it,A Jl, ,414•IWT �F J' ?141y's :Tl'NiF . . r . ti. . . .AL4C 1 _ . , - •p gTjs• eA.Hiii 00a, .•rOSTICi<I:.ni• 1., fi xlY - rs +cc» rA t ' ArtO a. . �A4_:/L.o =KsTR,.ICT K . Itit J:".'r l2 `1'' - 4 IC i$ t4_ MALT• V••Kr. t J:.I1ti J:)K1 ?_TNL O\3 .:I .YI , 'INC P.AV ` I f !i . MT 1 ' 4E 0 E`\ 5 N Jfi 'TFl ' k... .p • T . :R F .:t Y a ....t n r r _V _G.>S T aK IV C TI G i:ti t: uai~ K:i � O WL .I l;va,rlra,, - T,? .-Ac -, a]•nsP.n Ng7rs . . _y �' is L - vWyl Ua�.A.'S'f7!'. 1 A•Ti CffrI O-:R �9 TYLiY. S' Ott' . s ..�-'us c..: Y ibf. L•A'+ i •TA fA aFOLREG .� T'C'C•r>tYEER. t,i+o I tni %L T' r. .:.per ,yp1�yC0 C.. . - 2=YC9Ls' 1EFLS-tVC PAS/'w:11 A:t T•C:9M1 A �E C�.::iLC�.Y lt.N' OriAlS Dos ra Favfdl^l`Y - _ .3_.:-' ,'i+DCM1h.4Fxi'.COT•}TMI�',T%j1• 1RT SF•X14:1.1A.1X-j> III O. I,MkFY7li 411m,'iO ,\n/aT A4d.'S tXi diG ., !x3 i. . <', L ,. . I-- AIRA M'rAiiJEA 'DDECR:O siuJ. OC 'tl 'Y , i ° }. tS t0 i•i S.AOaAtF ,aa ;`OU a.,,EO, M.< bq 1tI CL rev. .i i ..PfACF '6 Tr?aV3 WA e- 4, -4 IN V.. k: -Ux 4 'K rwYACr. . = A d' D15TR.0 rvraaait ADCs 0./ L M ^ T4 J Ci. n-, rn Y PaYv^I-' , .s r�L,,rr,,O.Or rf� thT '!a,`hG F4vE V V0 L(: •Lt;.<, l D ;:igtV: GT7..jAe ' W,k &eFT. . -�� - Ce]Ys•S_,Y'E 11.4 °At'=YOif CR•t6i00. n,. Ar f A •) i I s a tCt hL T Sa1F Tr fi •L•N'M LYBMO A,t+'ifvT tiH A Y V. a..JlL '� s zu I r r VY'} '2:V I 1W k 'D A "Sf:T c* re �` uAsT . - •�i trx aErm, va ti-ca �fN�Ar��c v 11Ad�y,��PP))ar . - - a•' EZY,OA'L•R.tN•,FtM!I NNAtI.,••! Y,) •Rrtd-_ I! 7.<3dt .<04! As xsaLTneE `O At'•`eQ• . A WrOn1.A re OPCC•rn.R'^. k Ih;it jL t xrt w Y .TR tt•. ••.Y FIAAI_ AAS>tEliSi 'C1tr:7 r_ -A_iJin/;+t. NL Ar; dY Jr, :, t tA. R ' i OF.S ' 1 h < T +.V IfC � ' .A A., � t •1r ,-F•.r.. t r i ti� V � +v5 '�w tSe.O Ap . ��j7+.E ry jl�Q+r. pot• 'TCJ.p : T "= '1:'lIOV +ti 97 ¢ •+JiR R S. YY W rci s. U•L:A Y ' wn '.Di li IN - - - C� � - �L Nt _ _ M T'M7 C3. CO Pp ` � Ac a e,Cf�x�... a•; �• T-r t+Av=frsT vw• •- f;A. V. Lii).rY- .'fDaA•a LNDER ti vI•:1•.1 - A,e r�,�C +A eaC T.. :CIAL AAVS A!AY3LYTT.)`-SOY. �_. 1. III W:f. A+ pOr LY' 4`. -HE P.raf•TTM M^+A Af9C-In OY �tG IIA'kk-1, :i ifCJ�+C - ' . . ,I . 'LAK v'Llk ICPMM1:+ MI •O m4m . . . . . . . . . s %.t j. NG I. At# O!" - i]T,n 1. wIaRA 3a1VP Y H' Ot 'rL+H5rC"A F 1 AJ 26t00 pop EP (LOCATION ARIES) SM-25.0 --/ CG-6 TYPICAL ROAD SECTION AIay.2005 Pege 6H-76 TYPICAL TRAFFIC CONTROL Signing For Projed Lltrrlfs (Figure TTC-36.9) Supporrt: . 1. 1his layout &Tim signing reguiretT," fnr:desipating the heginnhV. aiid elating mmini of C00stroction •L4 'I'hc- a a the si is to ' n o inform m t TI•tts when'thc arc Lracri and c:xifin = a t ' 1 Mn]rti Tom' !S� v �g 6 P° erttui cans( did This 1 c Tu n arcs layvuln so applies htmuhi-lane hightctgxmciuding lrmiPcci'aCccs. Mghtays: Standard:. . L 'rike"R()AD UNKWR (bNTh'TRt)CTI,OW atgteaball be paced 2lW' ± fn"a tke project iimft, or l ;W ±prior to any,otharesuarnttioa warning sign. Ondwh 3. On t Sr tojgcts wtiere here is a ono tbne set up of a gSiri cidon stplts and ti)t tetwrit of the actual work zap tmcbmired duritm lie umied the "P,OAD UNDFR CONSTRiJMo N" littn may t�l elbn3nated as dimaod by flu District t -101C Ermine. I 1.. . airndard: •t. tin rn AVIVA p having a median hider than 8', left sod ritibt sign assemblies Anil be required. S:..ALf cOrUtectiopkTvt7hut,llu'prajdct h»titx should fir iitaAtifitd wlthlitvijvci terYninl,st aLc tion: 6. T •t. i t n d system-, 48" x 24" may be used. Mag20t15 Vage 611.40 TYPLCAL. T ItAFFiC CO V rk0L FtaggfegOplersdon On Two -Lane Read . . . . I . rnrc TTt rasa) ('rgidctnee: . L Slgn .tpite:ilrg 00-Ow a :shouhl lm 50'400' t0ia-r thtr twaledsjTeed limil le girM. ,ri lhan.43. mph, curd JSO'- ..500' whe". the. posted etieed lfmlr is 45 not or lass 2. Crap should be teen:/xed when avlahlishinx the lieuts'of die Hark zone MI insure nitaimim pt%vible'rlght distadoe in aJLraace vfthejlaggerVcaion aird traralUOR. hutedlm the! lwkled.YpfI h0 it cnrdal.lomt.equd to or Ressler tikat Air values 04pp"diriPA8 ., age -. Qpfim . 3.. WbeTc Night=of•W,y or ggpmehi ; corrdiiions iucve+t Lt+ +sa ��i 48" x 48"fig rn ^,!" x 36" signs may Ix 110A . standard: 4. k1laCCinR statio#s akall be located by enough in Advanceof the work code tr permit approaelding traffic to r'eiltme speed and/or atop before passing the work ,one and allow srtlttekat distance for departing ttafat in the left lane to return to the right lane before reseh;,in oppvahig tragic (see'T,able 614-4.0 on patte 61-1-4). STOP SIGN MOUNTING HEIGHT TO BE 7' Section 28.n4 S`IYIP S`1 (RI• t? . . � . . Standard'. : , : When a sign ill used. In todicate'that trAA)c Is always required to step, a STOP (9I-1) tdgn (sec Figm . 213-1) Mull be tu*d.. . . . 1-he$IIUPs Ilse iitT$1 rrl vi � 8 e octM6=on 9th trtdt legend end border on a yeti bnck)imimd. Sceondary' legencif why not tie INI oa SllpP t4 m [aeeiv. If 6pprdprrate,-a supptetneatat bisque (It l•3 or R l 4)arltndf. be used to display a Secondary legend. Such pingires (.%* t'tgure 28-1)xhall have a white-lr.Kerrdpn@ . border on a red htickgroutld.'. If the twmbt'r of opprooch lefts coatralled :by STOP signs At an lotersectioti . lit three or more, the nuaverat on the suppiernontal pilk"k it used, shalt caere il"d to the actual II number . of 1 controlled b STOP . by SOP taterA>rctitws xirer'e all apptvachos air vanttoited by sibP signs lase tisedon 3107J, o Tutpplernenbil la nc t-3 orr R .akall-ltr owe tR t ntad lbelow s'roP ••i} erect m p 4 I oP Ii4xE : The AIL RPLY ,(Ill i.) suppkntriitat Piagts on be usul itrNteiu) uC,►he 4. *AY (R t: 3) nuppkmeeutl trlatttte. SUMOTI: . , . ` hic da4gn sold appiication of .qmp 11vtoisare'&w.rbed 16 Senior 4K.03. . . Section 2R.06 !iTOP Sign Placernent . Standard: . . . .,' .' .' .'. . The STOP'sign Rhall he InstrSed isn itie riglit side of the upptroaeh to.*1Eleh ttnpplb:s. N%e[t the STUD sign ix hvulled of thin; regoirtd location and the sign v)sibility iv restdcOed, a Stop Atiead sign ices Section 2C.24) altell be. htstalleelin advance of the %TOP AVI Tke srOP situ shall he located sit rime W practical to t1Nt laiftwetlon it-reoplates,.wbae-optiatizhir its Tbilbt•Ut) to the read W-Y it ix intended to ttttaflaw. STOP dm pad YIELD signs shall not be mounted on the sons post. . Ciubiance: ()tiler Ular, a US) VIJI Iii+i1TLR:xigq nb ttgn ihTntld he tipTimre, }i.-tti-lui ; , , h a STOP 1, in a lu atiari. that itbScuros the chants of the &MIA sign. Su ppow Section 2A.16 contains additiooad iakwEntnio about separate and wthbrrwdrTnoivating oFWwt signs nith STOP signs.. . limit uice:. . Stop lines, when need to sapplenicat a .51LW Agra, shtatki be lumted aL ihoprtint..fiere the owJ tact -Aould stop (Sri Sc4lio n'.W.16). . If only ono STCR'sign i s kfxnalled 6I an Approach, rite S'1l)r *i should Tim bo placed on the far side of the IntQlSeCai0T1, � . .. - . - . ' Whose two rows 4oldN ce ILL sit acute angle, the S DP.dglT should be pogdoned aran aisle, of shielded. ]o ' Lha the teg<nit is i. a nC view r,f.trafFiF to wbicb tt cod, notripply. - N%9vre there is a mu tad ctom-itpE at the ititomeawa. the b"tt)P sign shrluld be insialted.in advgtice of ft , LZT3 MA] k line tlrAin sr ty the atlpi Mehiog trallic.. . _ . Uptinn: . . . ALwidc-ducat Iattmections Lir wit6r . LLLvor mote approach lmlwe of tralCw c.xist i n the sisrtc<1 IIIp mch• - obspavauce OL tic. stop cunffUl Tray be improved by the installuriw of iql nridiliontd STUPsi gn on die kft slde'o1 Ihc.nuid &nd/ur the use of a unp line. Ar channelized Inreisertrons, die addltiLm TOT sign to v.bc crioclivcly. placed on a chaaae zing Istmul. SUPpatt: . Pigure 2A-2 4KTw.; ezampks or some typical piawments of 51Y)P Signs, NOTE: FLAGGING OPERATIONS ON 277 ALLOWED BETWEEN HOURS OF 9:00 am TO 3:30 pm ONLY ' +fie•---' YNSF"AA1:R 5fi) lrf A*9, F,; - v. . .; I+E".. 3. 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Aw lim'Gxl hi' aaut tin • L r (k errs sax rxkar rneufi u 3fM' R E K I�r'i�r W tmph h yc t&a ei 1 it is » A)} if • r d ra thtG! •f3 3 «jp8' 'firers dill s • e to' tp rlgld .1J H rd Gitmi is' 4 ' Tk » 1 Y1x � peon t .) ar greater.. ' t5tsndI . . 3, c3num,06*1g'ritsvicrxl/azia4sIfieattbe,toltaw�g .. . PoSsed �" tbtpk) . �I* "3i . 'Crans)iitin:htpaeing I., zW 40' T4nWNf% S`paeitg . 401 . .31i' ' , , 4. Ttie brticrsp ai�.leag{h stulil be as s6awa ifs ladle &H-d lgr the.pul3tltj apba831EEtiG' 5.. C.'"t-T.sper (III. $peed Topertc' 'h . . j �hII)t. , . lsae 1rvWth. ut fit ' : . Mf 4! �_�a. tt 0 ' 2i' ta5 fig 13, .$, ISO : 10$ I1P9 : 40. .2" 20S . 324 . . 4;4. 56, .. +ISO 4" ' 640 .(ilhouloreToper ikdl3'i+i4 ,6,nagi)' . ;u➢ii . .$ .5h 43K. ' 550 - ' td)5' ' '660 ' ' .66. '100. . 04 . . 77ti 65 i s - 715 ?80 $. A .,.*jf* »` vehicle ** IC)TAecF net: ah", t*Ard' AYperatiog.In ibt <iautloa .taoite, or at lead one 1tigA inittaslty aneliI ivisidom uticilfatinp; or atrobt 101t sbali tle parki;8 ?W1100' is advance dt tile' fled 7.. t i S I`' It iL t. t all nr tt S. ... 8.' ty i s' i i h' -iir ' n t "ln i k-a t.1 . . Stitnt)atds . - . 0. When a Stile raid ititL•riReetx die higkwV witbie thotTmitvrgry trafRe coutmone, l.tadditloaai ITS coAtnt t sba be'' ed asueedcd: . . . . Wff_^W -___....'; ~" 0 46 ----- _ 11111111111 elro ROAD woRx . END i r. X)t I } i{ P iE f ,F a: 1I i 0 Y 6 i cs i f a I a a Is 4 1 i A i j i R16HT SHOULDER CLOSED AHEAD i RIGHTSHOU *___ �I'jj j I (�,} i air ft lott i . .. "e V _L i i 1 0 I ; ____-_ -- ,t _.---"''' i ROAD WORK AHEAD t it0't i i ROAt Srd44A,0 s' Qperottatt, ea skertidas tiwe?Te.t.Bt) .: f , - 1, tb' . tALtT . . - . Sri .,; J. $ aF rl-•-.•.••.-••rf d!'..___ .- _ ..•�}l SN7ERM.K. .5 ! 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W De' .M OC3+ V 5. 1H,tM &tOr(4 ON r' ri E . T3 0 i 1 0 Ai H 5 ACtC4' I tg� A C If1E L bF +R�ita1 N10 gHsrr . WIi 'S aT T fLL d q rRI O 'S T iE S Rue JIE. _ pdr�F Br' Ft A '9 KL OIG4aG f.Gt tMKI A`1C. /tlr . co•rrJR.:O. E<". T, Id dr A SICE7 f tt L£ A,(faE� IROH a 3NONH 0,/ F r i!J Z kS TO aC L L8 .AT 4?0 La&If . NY;t Tit 443f I t�.' 00 aH+GE cffi 9 RcrCt{M. T'�EE[ to ALL left S i TO ae *N WAR f - V OfrA 7H OF AME SttBM. �' , r6S LEtlZ - . ' . . W F4 i 15•t"rt31F.'riWEar E 'T rrM r9YfAT . µL . ,tl.yftA , - 'tCN Of fit'£ AJ OPE aT Y,.. : .AU RE t1AXs. 41E.,* . fa rvdRta+T to i - iµ ,. O T T T T r� RAC $ 1 I iNtTiO�)t raDR .tlt to r ..� T31 Dt,� Ot �, �R. ': � qY• ' f. r' E' el: >$ 1 Lyre 1'. TOi ,fig i�- pp D9 �E .9 E t� 0 AE � . fa04FS1 < FraECAS�r�C`+aEt ri Ol Ot. t - AI@%!a.'tiApt - r5 0 TO .CON1m6+ YO 0 yCPOSGt.iRe. . . sT iT Cu3t .or tt0 ir, A,. +tAt s HOr>EM=Vt t0 . rNt IS TO tl�eMo - Tgf 00 ' , . 12: n. Cf, A.Ot 4.t ftl#.L,.M E`.r "f 'case; tK �f O. "t , , . . . . . . . . . . . . . . . ►lt>Zi . b. '. 9 "ciE� N6 STRUCiiife. . XAtpcE pW[�r 1r 9 F ��IIA�r- » 'r aLtT Tli1n !3'TO.'bC,or'. . . t s, fiL[ St4Q 511-a o rrW�f r . ' t. ,?is - W uky ET W'SAST nR c*1.*N'n:At& - ts. 'sr.fo,MI kiifT4 MAY Oe,QrRucrEe f!Tl1. , r3. v,. knH THt s;M"Wo - . z i ew a•,a. . . r . .. .. STANC)? .R _UfR$.. DROP INLE :rt t,F 17 , - - .30'- NPEI "i±l AX:IMUM. ' DEP.T'h '1 . . (H} _- "' . . . . . t+s. aeR . YN1tMA y�DY1{TUi47 Or txibRrORt+YTltilt . . 1.5' OF SM-9.5 5' OF SM-25,0 8' OF 21-B COMPACTED TO 95% DENSITY 4 2 !¢ O u- ig ^ O aW 's 0 - q9 (A t ,% I It 61 FM 0 Z ;%b; - ,* Li I a CL E rn 8 0 a 00 13 i 9 0 VVIne... ^�� i.. - zt ti Z_lanea cb Z 4. J 4�C tD W Q � z 0 W ti O k � 1 d (6k 0 J �� Q W zW 9 . W W a� 0QL � O z SUBGRADE FREE OF ORGANICS Q & COMPACTED TO 95X DENSITY TYPICAL PAVEMENT SECTION Z UNDER VDOT ENTRANCE AND ti U, Z TURNING LANES OR MATCH Z Z ti142 EXISTING PAVEMENT SECTION 0 S � IF DIFFERIVNROM THAT � CL S 0, Z w J Z Q 0 Z Q � Sea/ vd' Signature LU§ 3 Vs 4 s o 0 42 0 0 0 5 HOFV. p � W � � � W r BENJAMIN C. ;, W to i0 t0 to •a MONTGQMERY Q o CS No.030342 �, q rn �, , % N Q� ��/ M Zk � � --I -4 Gti SjONAL �� DATE: JUNE 13 2006 f SCALE: 1" = 30' THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK FILE NO. 210-06 COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 7 OF 8 7.o,•1i �t Wp . , i ORrL"D.W triTE Ilglt TOP ALTERaNPATE' l.- _- -_ -1-. I I I I � � rF 11 I 1.�_ RECOMMENDED -•• ^.�� Mom.+• AL - W-20111tam•tnvt1� : NWilNNEuS��� Wan d�� 'TYPIQt . I I 1 . m. -i-^ ----- I � 41-10, DIArCTtit _ 1. 4.•7G" . , . 61• I. IA R.e ,/ r %. }; I. y ,� '.t, t . �• •.' OM'LONgWS: . 1WINWT' kei. `� .i woot . NOTES, '; . 'd x 9EE f;Dvut NPc9 PPEcAst rot i,wTftAL DEr•ns. T. cowitirt To K woo fl www, . ' . NOTESt . . . 3- P�fyy�i•OR�G SYE0. Rt sCCdiDw+tE CASta C M ASn! p-4BT t, OPIGtt AI.1 T1rODM12 J011r tO'fK OF IAMta<.AiOkS OESIOR tYEfRq INC . ttITRE ifeRlC),M$f AST A•!1S AEsgOR MO Nt51. ArMOv►L TT4 fNBriiR. W ARE T4 IE. IS11 D "TH NORiM40R ♦. Cd¢wtK CtlVCRA1th tY1GTj, Aft [0 ft1RNQL�p AS A SNiOEL UMT, 0-tBNG QASKETS OR.fR7tYl. 7pINfR.. - . O. SEf: STAKIWO p-L IA. ►Oft of"LS OF "A" M@ CRATE. � � 2; ALTERNATE Awl OETA4f Mi1.1t T. Rl PiYr4bT, 11MC5A - , IT• Nt Sl ifirtS +OWW &K JBHdRjLI ACTUAL. W&WANB,14Ar VARY MIrN : - ALTERNATE' JOINT DETAILS L STANOAR[} PRECAST TOR UNITS 1Q� YRQIPA WI.Awtww Or 1RANit IAA TION. : : .,a tOb.O7.. 3OY . . . . . . . . tom: 1. ROJE 1" . 3r P) , , , *f 'GRbU iTtM1. iR. . * 5► . T{N!'.'Of Vp rti . ! r wv� � ,rr Wry' -� :I!.I�: ki .fNTii �. bw. } , L o : o IL ! Ir:"T _ 2 L ��-��° �: r ? I !. .- . u}I •IRIS 6 ) l teM! t I" T4tF n boftlitat T-49TFI F6LV ATiC* . A!N, �sy f PRO& .. .............. ..-. . r�_.-......., I ..."" ,..._ ...- . ...___ ._ _..�_ FU1 WAIICW . - . . I . . ,86 1 V 1 ��4 , f. 0R(m4ND.,,.t-INF . 1 �, rry �, . ,,. , . 'D?.+. �.. _ bra }} k 1 tAlt7HrT 1. i ^-itC+iti''t'A i , # 0 c �» t "fir es '+I . art+ ifld` .. :.: 1Qi, Sf10 0' - lit:...:.. s ..: F .:..... . .. rt e'' :::. 1IAtt Rf Y . 'CF. j .: FT = Ei;V �1 3T i'1 ., NO .it!>�'1Ti4''.' "1' tut.g _. i;L13r1 ,. . AL .f: 1=4UN A �' �... RM i13N i!'i _'$ iY .#TAN. T: {tt1l1SE ttl'iiHT' �FA3 O i 1 t�1Al,. . IM ih . , . t,EODPlU Tr r tN Af t ;:o cT wcA is nr t+� tto•o )L*': 1 OTES . Cam, "�R T.if''_s "f W % a f. .c"WI.ttilcird'I &jo T At:.I#u1, ��- , . y,iTMq*5,.7 RACrt33Y' 0r C Clio p�!'Ct#: . "?. i . ... ks Ir L .. T31e 'Ar If%'.1 '. . �`''-TR.,.f9t+'<K+Et�Q7NlY;tt+ft'g!E*.:f�k.yRt.w+SrA�,�.c+sE.G!I,I:'+itrx9.... � .. - t4O: 57fX#M.: hESI '.:4%!Nr:1la_' 1t3TES, .W%XT ,. 0:O _ . , . ry: A ." G � OF T�C�#0 bk.!•fi9G'ii4 M[7N ... .. _ , SPC,.W%AtICh$.. . EYAi..141ttT . I' STALLA ION -7-�y A E-i 1, L_VI "R i S Q�RM7 y;�-�:I`'b I R :3*2 UII�ti.. VLAR PIPE. EDDIN'0 AND 0;ACXF1�LL .lt. r TiV 0. l,A .,RE:t.. , . '$Od - - vMittM0.. At2Tu:W Or TPA,i.P0,*tATILy}A - . . rubI 1. . TURN LANE ARROWS SKIPS . Turn e'rdiwr d h.ocgottl . dth - �aee.yr� - thru taMme *Skip 136'spoft . th. . atIA,T.1se acted by the EnpmN: . trowliaWm &tore eben.t00'1 UM w"Sidpe t2'okion / 4 epootnal. TURN .LANE ,LENGTH I . . TrW W11O" too`or ieuldo' dotuoe &kips. Aver bested ,n,1�ill nDltp4,itq . / �1dtn run lens. SOr.r tP„yw; 3 .rro4. b�Cated SA' be Tt6m *1 or Iene. - ' , . . o' . tArroW' arts b a'm�,.D of WT Width t@rn,lmo. 300' or Few - 2 arrows. .. '� t �:OW beaten' JVb*4Qck 1Mn stM1�r of end - e .n@ me . . . . . . . . , . Stop !rLord Yebow 2.IW6 Wp ** ' ot t1Wr b4s� ,10'tthite-945 `k% .of: the roa7uo. whe . JO 30004q �1.,,T Yhtp . n _ _. . _ it � _ -.-," . .... .rf _ . 1 ', �.. . r II _ _ _ ._ . ..ktWn of Wi9w ukbt*rft : . . ��Ito . of $Woidth tdrlt'. to".- !dt@ tiK rirgtged .kKe curb 0110 . tpV1!ere Pro,ont wdeas vfWdoted by RLe. E,owl DETAIL FOR LOCATION OF EDGE .LINES. ON. CURB. SECTIONS Motes; . OF ROADWAY tNtJ GUTTER) Stop boil. it rsalirea by the t'ir#,W,tltsq/ be o "&!* rn of - 4• in ed,,wat of tuo v9s w4ig. - . y in. the absence W a marked croeasob. the stop Her • t • ♦ 4" Idorkkn - . thObt a nilen -i of 4' end 0 w.o. IY+n. Of 3& . . i . . In odYat" of the new*M IT of the JMfAe* ctTlp e roodeol•. Stopbets iWbe 7:t Width I . . Mrbwl. WAM 1h o}Yor-mo .*0 "W Fdo@raIMU7@D. - ' No Id" G" tbortd .here ovb and 1 $Pwoo W06".40we solid Yoko 4A41 - yyttl- ,ream, Wgess Y,&cated by the Engineer• - 1"ON t 4" . a. _ � . .- 4. . TYPICAL PAVEMENT MARKING FOR . UNSIGNALIZED INTHSECTtONS tt*W" DEPARTMENT OF MmsPON'TAnDN �,. , G'JR9. DROP INLET", THR�3AT, Sfr,T10N '. , 1'iDTESr. .: . REct. o A7T . • 9I TA•�yA. .. t. Sff: N;(wft. wins,-.ARrr.AtiT 'FOR'AOCIt"at AETAt.'jc . � PVE OWN11011. . Kit ANC -OMIt .I, To 'lf lOflO. PSIYi4" 4 f� . ' g Y4 - Ce►A' r MK '1.11f.1FDlCk6 S7f:EL UI AL't0W C jM ASIM A-8-0. ,It ".w. idt RFaiOp1.•sM: eARS. cT J'• 4. etN► N ACt4RDANC- WIIN•ASYM'pule rt a9 a^t, tz , b,. i A. i1[SN. y 61 ow*0A RiOLAM'ARE /d.'fOrl,OYEttS1ONi . - 8 is k : - MAY VARY Y19Tk WNIJr ,1 Al Mttx .` . . �� T� l3A�:'6�tteLfr4t75if1 tRtN''tkl 5tAMilyfp.pt•Sl pJ . '6 i!•'!" J'Y'. V vcrAa., .7; EItGGt t E YILOCR NA 4 OR ' LOc t.] , Jt• 3,.7 + J•.11•: . nJJL 001'r CySiE AS Y 1t1g44a.7Y�0CAv1,E�p yAV . .11 . ' ' . F. 81.Otyt . Fax .Of�77i �}]t PO,f l� i ' . rU1Y i' 4" .4,"g . . - rCM'.AL. T' it PEIft, t 4TAi0* ST-YSTEAS' NDt LiKii0f.O N TNI�, TOP tllA:. s• +_r , A• �• , r . ' . s7trt' '*# fdu otTA4. ' , - , . �1 ' b,�•,. . . 4L.-Rtb Dom @b'ON"6^ CEM03. I,., ('^••-�' �� i4" S'•S" .fi'•J".. u rr b•41 • s .. •.:,.. r a' RAIN, �, . + M S•4. 6• ' *4 BARS - ' . tt -- ' i tg� 37,` M/t L S1-V 1.00ATtON Or. Nd-E .TO - }}••p�EP NOTCH . . ' i• R '' " 4' _ S'.•tY' . YAM ACCOROB# TO. TYPE - .. SETAftAIL a MATE WINE - �• S,•S" . - OF IAET CONSTRttlto. . , . , r 11M. "' MnN V~Acrt*m . ' GI, )'•e" . . . TYPICAL bilNflLlW AAW REW.01RCEME'NT. . , 4r" . '7' itlr 7+t pg. X-10- . tY-1 - MAS ON . ALd�C �tN , . �-104 , t,. R,tO :1)i, w.n: . , . !,•� r . . •u . . I! . w;N ._, - , r-ZD , R'+70 ' • 3,2z t:.m . WI I _1 ' , ..W. L.OFAt>DII. a 17'Tl[EA Tt im _ - . VARY At: . ra MitiRLOCA'. ' KCT CQNS :R - sa. I 1 . ' i . ' TYPICAL WNIMUM ' WEL06Q WIIRE -.Ag.* RCEMENT Ipmurr . STANDARD, PRECAST. TOP UNITS. . ,; . Yoram OTowli Ew. 4 TIRO&MiATIpY • � � W ' - � , .' . . . . . . , . . . . . . . . . . . . . . . . . . . . . jR , . . . . - . � '�',, - . . - . - . . . owls I TO Ej',CVATIdi . LAftEEST, PPE. . . . 1�� Ir 1 . . . . .I . . `.' , t . 1 'r •;+ S /c r I% 4 . . , . . . . . , -V . . .' �. ` MI T pm to :INvEitT eF OUTtft PPC ., ' e SECTION A -A :. ' , ' METHOD -OF 'TREAT'MENT JN' DROP- INLETS ' . ..0.. ' TRAIr CIFF 6'ETLtCEN , pliAttfilki qF' Pti'ES / / - A'. . MIE E1�iMUN)ETTAED75 - .'1 j r' a '" "' � om s171f . <Jr'No UAlIt6Lt NA�IN,E'7 W4*ft R.I. !!fi t7RATldM> R TO APPLY TO THOSE ST . ' � �. y; 'C T` " . \ 1 } OUTLijMWE ' •! ' - qN DI.AIA OR VRE T WRAP RE MART OF 1'or tS A 1 1 etv�� .STRUCTUK.. . .f ro AND. s v�f. . X 1 . OR 17R9P t4 p� coNs Tttb MITN AA Sr tNt soECALFavwHc. ' II I-,M 5HAPV1-4 AH P. -' MCI-, - - .. ' . . ' 11 To or A. PORiI-At0 CEi[M CAHICRE TE N>. gq!i Tq Ay OR t � pr� 'CJSS C EKCEP HA 9 .� RC4 d T' T: TO 'r pgp A Y '' dAMETER AtY! COtIRIST J/ t f' (( S Q• A . -Vli TO 4 N -Dr STOIC• � qq ptl�RE OF BRfiIEH-'C TE qR 'BROKIN COnCt�TE t+-OrTMEM gN�L,L 8E LSAT 5kGMG TE SHALL OF M E MWO.U.DIG ii OF TtIEC01EtSE.M�ORfGATE SHALL ROOM EAPDSfO. _ I ' '� I - + 4 1,t?• '�' y.�:1:y.�?�aa.. .y . . . . . . . . w +. + bETM.E:Grp*WERTT SlLWING. AS /ER1Eggl�IARC' t*QR A i tifE'EPAR? 'BILETIdPTWq'W. SH 4•:_••�•' .TO•KST fl7 E �ATidl ATA7 fEgI1 .�wEs.. SECTION 8-9 . . . PLANE. . . . ME'T,H Q OF' TREATMENT ' IN. MANHQLf S. .' STANDARD .METHOD:- OF :SHAPING'MANHOLE :8i INLET INVERTS . � . VAMW DEPARTMOIT'01 17.1tA ICRTATRNI' . ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . , . . - tos.os MONOLITHIC .' -. a• •{, - tom... "-- f . . ..T. . . '. . :DolbHOuSE. WifH 'Fb Tni O.. ' ,. . . . I..- %Pw � p 101 rOR T p �AYIOti DN Mo Nd E I Mo. RE XFb. • ' ,'N' q bA T. , AVNIOd'[S ElC . ' , . . . . . . . . , 2 T ALL eAflE UMTs ARE 0 OE w ACCOMP11Cc TRTN hK `f1EQU�ii5 Or AASHTO fAWQ' . .%.00ttW"..3NAa SE'46M M ' . . . . . . . . pt. . ' . . T . . . .'t,. N�y7�KbE OVUM R . THE Ixt fr"rL "Nb 7NE.'S , I1L niPEH5 TO jMWA& A . A A- 7 A WsfA1M W 0 MgRNw Di b" LARGER- 7HAN - T pa tNl SOE DIAtCTER Or rtiE Y•KAb wR S. 00EN1.0d &,"W ME W& W, ACIV% OBAOMSIONS MAY vx& YRTM t1w AOTtE m . . 1 • W Er!'i1:SiNi#11111� � III :'"�� orlwaorm ss92111�11="=��Nwwn s 1�r=01W # ""W'New burr Trm1L111nw ' 1`oil C V .' . .' . 1 + u w t Nya . '!"'Ire Ian to t+" A.IIer . Y !y!, . r „+e s L w. 1 :. . r7.A. IryA' ffj M ref. rAls Aar tti+u]•. ' rA.•I t:M+la.. u+„ etr+rrt t r. AQ4 AVIa'tl, s1r �.f' e k.' ,4, Y, 1t1" w A• or 0" Y 0 $I" atr 7! e' w . h.11MuL R+ION aWY n++i'y N reNec N1s, Indketed N>31r1I► wANlr R @ne ni ., to v'ru Imim d e*� !'or.NW ywlkowmile- t A,M OWWY 44 It Wkv./ le to a rllpllll•e sa/e ormlr,s* .Ar•f a, rate . e+A•Relr 9rV *WM .1vhM r4n set . ]: 'kerght tht of Ow me*•"'eee+• ** *I tetk" "M /*be Y At,:"!Oy I . � � . I . � I . . . . I : - . I ROAD WORK AHEAD j, 1 J *. I s yj I ONE LANE ROAD AHEAD I 'i L p, END ROAD WORK BE PREPAREDTOSTOP �i i s • AX ,t r„R ,j / fi <K , 4 'l I 6 11i- . , I. . . . � : * ; • I +. .L se I 011 r; . i J6 . i • Ti ; . ' i ? i e ,ki Attf, r tl • I i Py T Ii ! t • I t • .$ i +r. PP//j r 1 . : d0 / A . t x 1. a� _` .'. ] '� . - END ROAD WORK ,.{",,/' / i qi i f 7 11tr 1. '4..�`` ► s i i I - 1 W T (FIO-1101 1 %st An•17 f7P 70 r A 44 '..L:. A I? BE PREPARED TOSTOP I r !8• ONE LANE ROAD AHEAD trap c Au , Ad a. d ROAD WORK AHEAD 11 , t F . . , 1ga....Ye14ra e1a1eR/< . . N. aN r' . . .00. 11 . . . ., rrsd,. 4 - . . . . , . . Ivy" 4 . dtS 1q m . . . . . Pre tewA A/rls@o , nVP4 i.M,sYvz *.M+nWl tW e,d*V-k-ty-+�YWr %01 .-"~ . .alglN@+t 4+ w"ot7?P.�see+aarllat V,W-aa..req. y'+Ws..*Ao,W+twt-rpr. A,a+O+. CNetMdonow dtapnaaa4*a•ra.av�+anPa`+m1++Yavre+Mvx"u, .-,". . VDOT NOTES (Taken from MUTCD sections 2A-8 through 21) Regulatory, warning, and guide signs shall 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 (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 fL Signs shall be vertically mounted at right angles to the direction of; and facing, the traffic . that they are intended to serve. . 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. '. - • , • T' ` ' ' Square tube steel sign posts shall be fabricated from hot rolled, carbon sheet steel i ' END CONSTRURIO' structural steel quality, conforming to the requirements of ASTM A1011, Grade 50 ADAofJ',-FR-.',HG 11CI 0f - I f 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 I. *_�uV. ¢ U_ ft Q44 0 N W Kw , 22 .� o a r.4- �9 o� to Nk ,* N PE T': C d N > E t] o $ � C@ 2 T_ o E- T 2.5 inch posts. Posts (mstde and outside shall be galvanized rt accordance with the . . i' t x requirements of ASTM A653, Coating Designation G-90. Posts shall use an in ground >r Q anchor system that provides a stable installation and allows easy replacement ofthe sign to I, :1. " 1. post into the anchor system after vehicular impact. Posts shall conform to the breakaway LZ ' . I , Y requirements of AASHTO's Standard Specifications for Structural Supports for Highway (D Signs, Luminaries, and Traffic Signals (1994 Edition including revisions). The Z ? Q ' Rao UNDER CANSMWTION 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 ti tz ` . ' have 7l16 inch (+/-1/64'j openings or knockouts spaced d inch on centers on all four a .V ' , E I:.t +o)y'.1 sides. Posts shall be installed in accordance with the manufacturer's recommendations, t[ (i `I I Q~ 2 Q O , - . +- Seals and Signatures o U . , , , ..►.. O O �, a LZ � .1 .I f . •- ek: oc oC a Q: Ic2'' Pop . . . . 1 . : •i . . *. END coNStR crMN.. �,1� p W W W W W �., .CC I "fig ` . ` C u~ CC k CK (z cc r . �� :_ i. . I 1 - BENJAMIN C. v W k k, MONTGOMERY Q � o o s. j% .. �, No. 030342 w 4 N I END tbti5TAlIcnON - �A V ' u1, ,I -, # S10NAL �� DATE: ]UNE 13, 2006 ,I MtiA". . lW , r•,' lit !L I' fi . - I. RDAOUNDERCOW1116CIPON SCALE: N/A THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF . S90"WFor rrvfectlJlxds FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION FILE NO. 210-06 ts?iscarerrc•3a•aI OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. I SHEET 8 OF 8 PR�Xl VIH-111 w- 11. 4 + 0 0, DEW --7�� �7F - TEMP. C01 IT. -777USE: DELANO N:+ n a All or. DRAINAGE ESMT_� EX. SAN, SEW. '4 OUT-4724.4-4 Eswr, N\ ........ . . . ...... RIMI-741.46 'INV. 14-7332ti00 INV* IN-"1733,114 NV. 00=73LS3 0 0 86-((A))-i f�-- COMMONWEALTH OF \ARGINIA ZONING: B1 USE: EQUIPMENT YARD Mal -7AR -7 &IINNs'VIivVvV.� -IiIcN�w 33 6&,357 1 I � 4�l1X31! LEASE PARCEL 1.0647 Ac. 20, pal t 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. �i� USE: VETERINARIAN ,ON T. ESMY1,1 R50.001 u Z "IJ U ;2! rx Seal anSignature n C� 4u, C!"5 u0c u0 cx 00 H OF CZ Lt w Lu I U) cr kj Q� I CK Ct ...... ..... _4 BENJAMIN C. f q W N MONTGOMERY _R 0 No. 030342 Z§ AL DATE: JUNE 13, 2006 SCALE: I" = 30' THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK FILE NO. 210-06 q z COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE 4uivjivG ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 2 OF 8 i I f .7 LOT Q -47 7 t(2) PCIW,� DELANO N.-HARLOW" TOP. RETA H. PALMER 1114+00,� I "1�94T STANCE �7�50'l+ MATCH EXIS TING CURB I I STICKLEY DR 7 1 ADT 9100 T 71 :Z LAN a "SEW 20 CURB nFir UPON E0MMTjX4-0E-.,.R0W__ kWtOPMENT w syt imp DEDICATION VD LAND USE y _?w_R9 BAREI IT wr I- _-INST-.-, aw #0029679 ZONING: RP as 77177 ------USE: RESIDENCE TEMP. CONST. IT. USE: RESIDENCE P SAN. SEW E� ------ s T, 44 ........... 1-741,46 IN-12,00 -7- 3144 "Niv, ice, u, r 7,3o 1 9 34 86-((A))-i L COMMONWEALTH OF \ARGINIA ZONING: 131 7L-zi USE: EQUIPMENT YARD mirVr" ,e%wmw, A40rw- D7 IN--, 36,54 1 I N V, (N-1 I 6<31, vim 0 r r- 03 > c� z LEASE PARCEL 1.0647 Ac. . ....... ........ — ----- 20 _20,_ s - 0 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. Seal and! signature OF G1 ENJAMIN C. u MONTGOMERY 0 No. 030342 NA 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 2 QL -b (3 O Ln uu- O Z C R O cc O c R 15? O Q o LL cz LLj Ui sz-) O raj r14 DATE: JUNE 13, 2006 SCALE: iti = FILE NO. 210-06 SHEET 2 OF 8 LE CONSTRUCTION T L T VICINITY SCALE 1 "= 1000' ci 2 EXISTING FEATURES 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. V1. All work on this project shall conform to the current editions and latest revisions to the Virginia Department of the Vir inia Erosion Sediment Control w � S2 ' i 04 w � EX EP Trans Transportation VDOT Road and Brid e S Specifications and Standlards and other state '� CO EXISTING EDGE OF PAVEMENT 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. p Regulations, and an applicable federal, or local regulations applicable. In case of a discrepancy or 9 � Y Pp 9P Y • M co ... ^ EXISTING EDGE OF GRAVEL EG 4. The contractor shall coordinate with and arrange for inspection b the Authority. g p y' y° conflict between the Standards or Specifications and Regulations,, the most stringent shall govern. • „ . • ' ` �n �- 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 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. A • :• ®�`1 '.� ° �Ws EXISTING CURB AND GUTTER EX CG_6 6. When an existing water main is tapped for the installation of a new line: �• , +� s + ` 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 Protectifon Manual. Furthermore, all traffic control e •' " , • M • • • • • • • + • • • •, , • �`� ; q 1. make application and pay deposit. flaggers must be certified in accordance with Section 104.04(c) olf the VDOT Road & Bridge Specifications, 1® s + R� 1$ 1 ° ° . ® ` ; . 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 rx '�,,.� ' . + • s + + + + • • s • , • ? r� ? • .• + s s + W a r cY 0 04 E 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, poles, junction boxes, controllers, etc., owned by 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 y . S/ + /� + �`, �♦ ZV Q - a > m EXISTING TELEPHONE LINE „ 8. The Authority's maintenance department shall furnish and install all water meter through 2 in size. proposed construction activity. VDOT approval of these plans does not indemnify the developer from this + • •+ • • . : ® • �� ` E It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. responsibility. ; • ' C a 2 EXISTING SANITARY SEWER Before a permanent meter is Installed: a•� s „ • 41 • • .• •• + s Jo a) The meter box, with its frame and cover, must properly aligned with the coppersetter. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to deemed by VDOT. Any incurred field + ®• • • e ,,t ., ® 0 c m EXISTING ELECTRIC SERVICE E b) The frame and cover shall be set to Tina/ grade. change as necessary additional expense as a result of any revision shall • • r •, c) The distance between the top of the cover and the coppersetter shall be between 18" and 21 ". be the responsibility of the developer. • 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 VDOT land use EXISTING STORM SEWER r-� EX.15" RCP 9. For water and sewer services that connect to existing lines: permits for any work on VDOT right-of-way. ��1 n PROJECT INFORMA r/A TIO V a) The location of the service lateral Is to be coordinated with the Authority's Engineering Assistant. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by 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 Authorityshall furnish and Install % , 3 " /Q , and i water services. and VDOT prior to initiation of work. p JMP Develo ement Co., LLC JMP Deve/opement Co., LLC P EXISTING DITCH LINE d) For all 1 1/2 " and 2" water services, the Authority shall make the tap and bring the piping to the V8. The contractor shall notify the local VDOT 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 EXISTING WATERLINE W/ TEE ' T ' property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. length of time. VDOT requires 48 hours advance notice prior to any required or requested inspection. Phone - (865) 769-4644 Phone - (865) 769-4644 EXISTING FIRE HYDRANT EX. FN 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 Property Data Building Setbacks Per Code Proposed EXISTING WATER VALVE ' 10. Any water service line must have a backf/ow 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 Tax Map Number 74B-(7)-2-D3 Front: 50' 72.3' 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' 59.7' EXISTING REDUCER 11.. All fire lines shall have a fire service meter assembly and a backfiow prevention assembly (detector double certified b the Virginia Department of Conservation and Recreation VDCR in Erosion and Sediment Control who Y g p ( ) Area 1.0457 acre Right Side: 0' 23.3' 0 99.7 , 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 Zoning 82 Rear: � Z EXISTING TREE DRIP LINE privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately operation. Deficiencies shall be promptly rectified. Legal References Inst #0035535 Parking Setbacks Per Code Proposed a a before the backf/ow prevention unit. Radio read remotes are required. VI 0. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of Front: 5' 5' ° •� PROPOSED FEATURES 12. FC5A to review the mechanical plans(s) for design and material approval of: 1) the domestic water meter and construction. Proposed Use Retail Paint Store Left Side: 5' 5' o v its backflow prevention device, and/or 2) the fire service lines backfiow prevention device. Right Side: 5 0 (JOINT) v PROP EP V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) Zoning Data Rear: 5' 72' cp' PROPOSED EDGE OF PAVEMENT L NO TES inches cover and when possible shall be installed under roadway drainage facilities at conflict points.GENERA o Open Space Minimum 15/0 = 6,833 sf Unit Space Sg. Ft a o t PROPOSED EDGE OF GRAVEL PROP EG V12. An y unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered Open Space Pro o Use For Parking per p p posed 46 /o = 20,814 sf - 44 a to 1 1. Permits must be issued from VDOT prior to an construction in a public p y pright-of-way, 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 b VDOT. y q g y g pp y F.A.R. Maximum 1.0 F.A.R. Proposed 0.11 Retail 5, 000 sf 1 per 200 sf P ti cn c � � cro ro °'s � 0 0 PROP. CURB & GUTTER PROP CG-6 2. The Manual on Uniform Traffic Control Devices MUTC0 must be adhered to when working in a public right of way. ( ) 9 P 9 Y V13. All fill areas, borrow material and undercut areas shall be inspected and a p approved by a VDOT representative prior Building Data o L i 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 to placement and fill. Where CBR testing Is required, a VDOT representative shall be present to insure the sample obtained is representative of the location, When soil samples are submitted to private laboratories for Type of Construction 2C - Metal Loading Space: 5, 000 sf 1 per 30, 000 sf U° tn O w ° 4 and leaving the site. testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and Proposed Use Retail Paint Store Total Parking Spaces Required 25 N M It Ln ko N °p �- +� +� +� +� -W 44 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 applicable VDOT standards and procedures. ro a� v v v v v ro PROPOSED SPOT ELEVATION + 22� this site will be the responsibility of the developer. All damage must be repaired to original conditions. V14. All roadway fit' y ..�, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) Proposed Area ,S,B00 sf Height Maximum 35 feet Pr. Parking Spaces 27 PROPOSED STORM SEWER PROP. 24 ADS .2, 5. A construction entrance must be installed in accordance with the "Virginia Erosion and Sediment Control inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street rght-of-way. At the direction of VDOT, i Height Proposed 20 feet # of Handicap Spaces Required 2 Handbook Section 3.02. The contractor must maintain this access for the duration of the project, density tests shaft be performed by a qual/ffed independent agency in accordance with VDOT Road and Bridge` S" PROPOSED SANITARY SEWER 6. The contractor will be responsible for adequate and positive drainage of this site. SpeciFrcatioas, Certified copies of all test reports shall be submitted to VDOT daily, unless specified otherwise. Freestanding Sign Area AlloIw L?d 150 sf (Sherwin Williams) Pr. Handicap Spaces 2 PROPOSED TELEPHONE 7. The contractor will obtain a Land Disturbance Permit prior to any site work or construction. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by Freestanding Sign Area Pro; o',�d 150 sf PROPOSED ELECTRIC 8. All construction will be done following the laws and guidelines set forth by OSHA and VOSH. VDOT. Sign Height Allowed 35 feet # of Loading Spaces Required 1 PROPOSED GAS LINE V16. The installation of any entrances and mailboxes within any dedicated street right -of --way shall meet VDOT Sign Height Proposed 35 feet Pr. Loading Spaces 1 9. The contractor will notify engineer of record of any discrepancies between the approved plans and existing site minimum design standards and is the responsibility of the developer. Sign Setback 10 feet PROPOSED WATER LINE conditions. 10. The developer is responsible for the required by this V17. Prior to VDOT acceptance of any streets all required street sfgnage and/or pavement markings shall be Installed by the developer VDOT's discretion, by VDOT Manual On / ContaCt- Numbers tiers Seals and Signatures PROPOSED WATER METER ®1 "WM relocation of any utilities site plan. or, at on an account receivable basis following the Uniform Traffic Control Devices. (� 11. All Erosion and Sediment Control devices shown on this site plan shall be installed prior to construction. PROPOSED FIRE HYDRANT p$a PROP. Fy 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 dedicated be Enafneerina Firm: PLTH OF ProctorASTM-D698, AASHTO-T99, or VTM-1 as applicable. Any fill placed under buildings, structures, or construction. of all materials utilized within an street right-of-way must provided p y g Y p 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 Firm: L, l COMMON LABELS & FEATURES pavement must be Inspected and approved by a professional soils engineer. A geotechnical report supersedes jUrvevino Engr. Group, Inc. 869-0308 this note if provided. p V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density Montgomery (540) Zoning Enforcement: 2 BENJAMIN C. Q PROPERTY LINE OF PROJECT 13. The contractor is responsible for contacting MISS UTILITY prior to any site work. Al! utilities shown on this plan will be determined using the density control strip in accordance with Section 304 of the VDOT 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 10 cc �, Z are approximate locations and not all utilities may be shown. reports shall be submitted to VDOT daily, unless specified otherwise. in addition to checking stone depths, a Site Inspections: No. 030342 � 0� Z Q NEIGHBORING PROPERTY LINES 14. The contractor will contain all litter and debris on -site. The work must be left in an orderly manner at the end VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. Department of Inspections (540) 665-5650 Erosion and Sediment Control: . �4 LQ EASEMENT LINE of each workday. 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 Department of Public Works (540) 665-5643 anita ew r n Water.• S' 10NA1. '� 5 i L�IJ PROPERTY CORNER FOUND • 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 p Q. F� Q 12 16. The contractor will notify all utility companies prior to excavation withib easements. A certified compaction technician shall perform these tests. Certified copies of the test reports shall be submitted Te%phone: Verizon (301) 954-6282 THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF w Q PARKING SPACE TOTALS 17. The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty to VDOT dolly, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. ec c 9 Y ( ) 654-3317 E/ tri : Alle han Power 800 FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION > O U ADA HANDICAP PARKING STALL days. Gas: Shenandoah Gas Co. (540) 869-1111 OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE 1J Q ti V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be MISS UTILITY: 1-800-552-7001 ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. W W SIGNS e n, EPAR T E 1I T OF INSPECTIONGENERAL E L OTES explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing Q o W zoning General Notes SANITARY MANHOLE IDENTIFIER O 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 Ck� Q' LC, - _ _ _ 2• Maximum 1. Exterior lighting will be provided by wail -pack Building(s) must comply with the Virginia Uniform Statewide Building Code Sections 304 (Business) & 311 shall be determined by the engineer and approved by VDOT. LLJ STORM DRAIN STRUCTURE IDENTIFIER Q1 (Storage) and the International Building Code/2003. Other codes that apply are ICC/ANSI A117.1-03 Accessibility 3• the Usable Building & Facilities. Environmental Existing Disturbance Proposed lights attached to the building & lightpoles. and V22. Approval of this plan shall expire three (3) years from the date olf the approval letter. Features Acrea a Allowed Disturbance 2. Al/ 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 limitations for the type Table 507 IBC. o o Floodplain 0 acres 0% 0 /0 es. glare on neighboring properties. rtrtiiwil are exceeded of construction under of A design licensed Commonwealth 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 be in an enclosed LOCATION OF TEST PITS ® professional of the 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 V24° VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with Lakes & Ponds 0 acres 0% 0% Wetlands >ZAC 0 acres 0% 0% six (6) foot fence. 4. This project will not disturb anyenvironmental 6• requirements of Chapter 17 of IBC. VDOT's installation criteria. Final approval of guardrail layout to be given by VDOT after grading is mostly complete. o o Sinkholes 0 acres 0% 0 /o features as defined by the Frederick County Maximum slope across o. handicap p parking stalls shall not exceed 2 /o A grease%il seperator shall be installed if a floor drainage system is installed within the repair area. Natural S. W. 0 acres 10% 0% Retention Areas Zoning Ordinance. 5. The owner will be responsible for obtaining or TRIPGENERATION® T The 2003 International Building Code can be utilized for building design. granting easements shown on this plan. EROSION &SEDIMENT CONTROL FEATURES Steep Slopes >15% 0 acres 25% poi p p 6. Easements will be recorded and copies sent to the O a a I A HALL L DATA TAKEN FRO THE L T . E. MANUAL 7th EDITION Woodlands 0 acres 25% 0% parties Involved. Z � y z U) z INLET PROTECTION a IP Auto Part Saps 61.91 PER 1, 000 sf X 6,889 sf = 427 A W E, s 7. All utilities that will service this site must be OP OUTLET PROTECTION a0 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 5,000 sf = 256 A WV E's placed underground. tiCL 2. Parking -Fire Lane" signs will be placed on the site by the Fire Marshall's direction. �y �t n j yR/7®� ®q / c cR A� ri` APPROVALS /� VHLJ J W Z lit �� The contractor must align the fire hydrants to the direction as determined by the Fire Marshall. , Total for ®rive = 683 A W DVTE S , o � a a Q 9 cHECKDAM CD 4. Burning brush piles of natural vegetation requires a permit. Burning construction debris is prohibited. a O O O O OO 5. Emergency vehicle access must be provided at all times. Fire hydrants- will be always be left unobstructed. 2 L2 R DIVERSION DIKE 00 DD LANDSCAPINGNOTES °CrccCtczQ1 RESPONSIBLE DISTURBER W j` SILT FENCE W/ WIRE SUPPORT Q 1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations ;� ,; , , ti., �,,,A ; r-� Frederick County Zoning Administrator . Date �F��Ux SILT FENCE W/O WIRE SUPPORT $F NAME; and utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities. l ' ya w, r 0�1 ° JOLOQ o i 0 \ 0 0 0 Z CERTIFICATION #: 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 VDOT will expire three (3) years from the date of the approval letter. 0 EXP. ®ATE 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. SEDIMENT TRAP O 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 SCALE: N/A 1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth in to the owner. not in progress at the end of this period, Authority approval shall be void. the plans. 4. The Frederick County Department of Public Works approval is not enough to begin site development. The FILE NO. 210-0 CONSTRUCTION ENTRANCE CE 2. Note: An on -site re -construction meeting is required with the Owner Site Contractor Public Works & Designer p g q g 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 ri MLL U 1 rf �, 1 ~~~ _ /✓' i 0 cy �cc rls� CD CD (7)(2)-47 O LOT 48 f DELANO N. - --� O D.B. 4311 PG. r�72 `� RETA H. PALMER ZONI�iG: RP � D.B. 7fi9, PG. 1130 USE: RESIDENCE ' ZONINGS79*542: RP a 1 ' S86'02'14"E USE: RESIDENCE 182.01 (op 50' 20, i� 0' 20, --50' fay fo —,�_, :FW_ __ _ __...__.._ � _4 :23 : r- __� - - _ _-�:-� �� �._ � _ _ v-_� 76� 1 it ' `aV c3 r-- 6'- �_ -�� ' --- w« :=_ _ _. _ _ �W "• E a� p..,,� E?Eh�rSING-f--WO©0,;,ffi�t(:E�;-�_-,.....wn::." � .' �� tom' /� fi �"` K4 €b^' 1,� ..,�..;,,.a„ �� _..,,��_. "` .. «_-__.•- ..�.._„ •._. «'��_w�...,...` .�..W�._ ..�.__.... .._.... W_ ..�. --- ,--�_ .`..4._... �-..a -.-. � ~.��~� t 4 •t, � y� C '`..4 _ 0 O __ _ _ E IL ;� � i:.y � F�f � �-fp}+.�''� 9,:3 en 'u'� "�� •.ti �l�T^ `.`."'"....-....,.-_..._............. __- _ �«-•.a""..rµ,:.�•:�..«....r,�-� ^�`�-""'-•"-`"-......-..,w_.-..........---- 5�..,«�.....:.,,,,,,�,,,.,...,,,�;��....,,. .�s.�..��..�......z +•��"'".`""'.'`., .a'",�-. _,1' '4`�•aL. Jjfj �rf[( � Y f� 'j?9�� � \ y ...«._..�.r�..... r... ... «... �„"�.......,......W..� ....-.. ..._w �'�..-..»b^'� ...«_ l3:CC'^..-.:."-":..:..� �.. ....-.. }t�w+...�y.� � �1�"y \\ �� � Gi C ""'- .r..-.._r..r... `Y~� ��a+..v....._ ,..r ..._......_.....rr...r ..rw.. ....»_, ....` .-.....__.......«.....AIT i i` R .....' y `y` \ y•^. ` �t .,_,..-.'-s%:� ,,....�^""- ___....-.-»_.__�___ ...._ ._....._...____...._....... ): EA �,: ,',,sb j lw .'a y°.�� �1; • . }j� r / � =r-I` •'' �.'`^..-.,��'�-�. ""°'" _�.___ � � F Y,..._ ,.,......._..........,.•... ,_ ,,,,__-" � _ _.__......__ �„� �"...,. f J � -�• `� i. \ \ yb` �, t r COMMONWEALTH OF VIRGINIA -_ _- ---- - -�_ .� � �" _ � __ __.. � `� ���`°� � ss. �� , �' ZONING: 61 /+ ,; ; ` = Aga --� _ ,�_ w = _ r « --- .M _ ._`` � _« w , —, \ t USE: EQUIPMENT YARD ter"` BY OTHERS._, JMP DEVELOPMENT ..,_.._ USE: R DRAINAGE ES iNV. 'CAJT 4 724«44 1 ^- EX. SAN, SEW. ESI�4�7, . I 4 I 1 1 l I I 1 / END ASP - -------------------------------- i a Or.. mamma ,MUM 9mm"no wMawat 6 6 RIM=?41,46 i RIM745 7; I ti Z Z I IN . IN- 32.00 i I INV. INS 36.54 i II IN33.44 , INS. CUT 7,36.31 , I Seal a Signature a g o 0 IN` . OUT-731.93 �! I cL o; Q� cx cr °� O OO O L 4 Lu � t 1 } I FI v BEN]AMIN C. o o a 0 0 , MONTGOMERY o o � 1 I I i i -v �o No, 030342 -- i = GD), " rn NAL DATE: JUNE 13, 2006 rn I I o Z 1 f C R'1 I I SCALE: 1" = 30' r I ( THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR FILE NO. 210-06 CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION, 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 gra de but will remain dormant for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. 3, A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion. 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upstream land disturbance takes place, .. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6. Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a, The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. b. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin during a twenty-five year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. 7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. 8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10. Ail storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment, 11.Before newly constructed stormwater conveyance channels or pipes are made operations., adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. 12. When work In a live watercourse is erformed 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. I8.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. 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to Increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria: 748 744 732 0 Waterline A SD-2 A 4' MINIMUM COVER U W LL.Z Z }- J Q '-' 8" ~ DR-21 (SE HIGHWAY w co w CR SING DETA L) �- J>- 1 JOOJ 1-- 00 ZW Z%❑ ?-,� t-1 00 1 o I+ 0 CD Chi 748 748 744 744 740 740 736 736 732 732 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 5,000 sq. ft. building to be used for retail. This development also has parking and drive aisles for access. Existingi Conditions e S t The lot is undeveloped and vacant, Ad Latent Parcels The area to the west is vacant but is to be developed per site plan number 16-06. 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 /oams over bedrock and offers 'severe' erosion hazards. Erosion Control Program a 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 seediment 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 i.; . tft#9�.."A':' PRf'E.. EIIIwG' : " $E, U�4 . F(tF} L saEcda . (W- G{) 1'!GT'�i'b Rd. ? : 5% AFtO 'PC•I'' L?41IE3S D`T4tET1�!IS� t�T£Ct 4' ::�u5 -.w. ?r. z►c ,.e>F: rotiT?. s 't^tc x: OW gMVi!RT TO i S Y.0' 3..'b. •.:cx i4UAYfi �,+if04:0. G'C d5"7.CfC YG'Ail is PIEA3fltNe' a01L 6:.olow ; OF , .. F 6 I, TipLNliff idre�.`ati..'ri::arrtriir:�jt lk IT 1SU 3i0' .Tilt': a, 1H.'p?RGYECi;BY THi �q'OurEa;: C1Ti:M1'st'iF1tAL.TrAY t".,EGitNLlYtati''OR'; . . ., tFI.'.F(»]NDATIOyS. UN R i{i flh WYR . 0. tFatRIPTPL'va phi. iS la j7iAldETFR WfitTN tiONT 01 f~Ip4iH �E35 ALL x�T ` T`IPE�RCtI.�, iA'ER`I�Iiw�Mi��f,2'x�fEPT ?iE.baTt� (?sk:$0 ' �5. 3,E�S: iTt' CAM�tTa>a :V�7Tt1: . �`. flyEE7 L5':?03�- L 6; e�A T6T At kNL 'Gt tiiS k ... iLti FtA1E R1A4 ,6i AY $�K'' kL u1 1j ' : WOt 6i 4 :rs:��`:txu��T.�sa'rX:tw rSs�AunT.. 4:.s tnn s-,ara . i ?s.0 "A, 4: k - -Wo. ASS:'d ACV tlt i VA �At# x@f'Y.. ' iT 'P>P£.. 2 IV '. 1 C5'THMF: t YCtt$F . �; 911HERE,.'TEi!•$Y t+><��ti>•;: AYtkrl176e>,.kidY.BE ELIiiTasT'�ix:#'. C.ART1•(?'p�t►LhAT�•!g'#dip7ER R' 'IaE:THTFIANCE'. WrIER1E 9'� 1�"' �''0R COVdEyR &:. xSAdc011T * r RiX£P 7D li.' �osT .1� �T ;yss: PIPE t�1;i i.' R8S'A gpOF f mFO Acwx M, MIAL btf 5rtt gxwlatY 4r YFE. tom. :$:z:. igi:...kAr£iiiP .4A! :5L uArMA :Bw. Atl if :T ''r±7A,g�3aFt N*+rts 14N€ .:i5 � Op S:'Am iN: TAI A {{ N � 01�E.C:ULA.R S .Al410- STORM- 5E ERR .,..: - ENMAL. N:OTr..S ve jfp' X nATIiT X3F .Y.TAWORTar,(>t4 I Y I x• STREtt APPROACH SAYE A-1 SURF As YM+LDK IRADWS 10 BE AS C IROADWAY C W)WN ON PLANS! I �" ` -' '- - - - - XRAaus 61 To BE AS / C CURB G�VT�, SHOWN ON Dia1VS> SVEWALK I ( s OPTIONAL - -� 6" _ I FLOW LIE E7iPANS10Pd ,OItlt -"'�-- I NOTE, W?OTH 'B- 9'•0" OR AS W+ YAMLINE ROADWAY SHOWN ON iYPCAL st""N A J Pi AN VIEW CG-„ GLASS A3 .e. •�. •". •a. ,'a. ;.•• �1" CONCRET[ , JoMT SECTION C-C 0 CONSTRMr (MADE CHANCES W11H A PARABOLIC CURVE. THE TIXit97.6, REic W1N[LEtll$ INE ENTA Of ANTRWATED HEAVY01 CURVE UCX WIRTI�N OF THE RADISSHOULD SIC Q q'PARAAMMK: EDGE OFL �0 DLR OR a WAX, ptw O S NE LLUTTS MCREASEo TO 7", opliD _ - -` - - - - - ^ -�- - WHEN SIT.CG-1115 USED FOR ENTRANCES @ULT IN CGWJU iCMN MIN VOOT PROJECTS. PLEASE MA1e1 ROADWAY g _ NOTE THE rOLLOWM, SLOPE CHANCEd ~'"` X* p1ANppS PAVEtAfNT SHALL BE CONSTRUCTED S. 6D'1MLPOR STREET TO THE RJW LINE KXCEPT ANY SLISCRADE 1 STAtA 90A w REaAREO FOR YAGJLIIE C' OESRURLE FOR comet PAVEYEFII WH1Ct1 CAN BE 01011EV IN ENTRANCE THE ENTRANCE.! SECTION A - A ® RASMN. CatRB OR COWNAI*N CUM RucTEo GUIDELINES FOR GRADE CHANGE D BEEYYONUDTiNE SHALL LK EXXCEPT FOR PEPLACEMVM PURPOSES, WHEN uSEO N! coKAxelioN WITH STANDARD er-3 OR cc-i. HE cm rpm pN TFQS TO Ao•RISTED TO MATCH THE ENli?ANCE VOLUW QESOABLE .... YAXA" 51111DARO'I BE "UNTMBLE CURE COMICURAtgN. 1aCH (MORE 1NAN 1300 VP01 O S ] $ SEE SIANDARO C6.12 FOR CURB RMIP OES1CN %iEMM t500-t500 VPOI 63 S 6 a TO BE USED WITH INS STANDARD. LOW ttESS THAN WO VPD1 S 6 2 a TI I X( PLANS ARE TO 0rA, THEY CONSTRUCtom OF A FLOW LAVE !S REoIRREO TO PROVE POSITIVE OOpRMiACE ACROSS THE ENTRANCE. PWR NN ! CUTIETt TO PRECLUDEgPQl1 C0 or WATER. modify these erosion and sediment control measures during the construction 5RE ;'VeA METHOD OF TREATMENT - process, within reason, to ensure adequate protection to the public and i CONNECTION FOR STREET INTERSECTIONS environment. sot AND COMMERCIAL ENTRANCES V1RCEgA EPARTY$HT !DF TRTAitOPd STORMWATER RUNOFF ANALYSIS Existing Conditions Existing site is undeveloped. Stormwater is retained on the lot to the east. The following is an analysis of the existing stormwater runoff rates, Proposed Management A new stormwater management structure shall be constructed utilizing 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 through the Detention Pond Two-year Q= 3.46cfs Ten-year Q= 4.06cfs 100-year Q= 4.87cfs Storrnwater Management Is achieved. Waterline 4' MINIML14 COVER BEGIN VALLE ENT, L ❑T 8° SDR-21 Z ❑ 13�\¢ ❑ / W ❑ x ¢ � < W P- Z Pq Q LJ H W LD W Q LJ F- Z W LL '.-t J _Z CD 0n -.4 -J 00 J 0 00 (U .°-� -1 14- JM JU J JU Q J> _ � J JW LJ JU �- JPq 0 W W I 0 0 < W Q� 0 ZW H Q ZW 1- 4 W Z ZW 1-1 1-i 0 Zd t-•1 ❑ 1-- Q W F-- Z 1-1 Z❑ H LL ZW F--1 ZN 1/-.�1 Q O +/� (U a) CD O ON /�rv�J C) Ml CD CD O +1 . a . 1 (U I T (U 0 m 748 740 N_ 732 THIS AREA MAY BE CONg AT THE OPTION OF THE CONTRACTOR NOTES: T. THIS nE A MAY BE PRECAST OR CAST IN PLACE 2. CONCRETE TO BE CLASS A3 F CAST IN PLACE. 4000 PSI IF PRECAST. 3 COMBINATION CURB A GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONO FACE OF CURB) SHALL BE PAID FOR AS RADIAL C MMA71ON CURB & GUTTER. 4. FOR USE WITH STAID OPEN -GRADED DRAINAGE LAYER. THE sOTrON OF THE CURB TTO TILE � OF SUBBASE BE CONSTRUCTED PARALLEL AND TO THE DEPTH OF THE PAVEMENT, 1L ALLOWASI.E CRI TERM FOR THE USE OF CO-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A 2" R OF THE VDOT ROAD DESIGN MANUAL, T'.T• THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7• IS MAINTAINED. For Reverse Gutter slope down at same slope as shown above. ERENCE"° COMBINATION 6" CURB & GUTTER 105 302 VIRCINIA DEPARTMENT OF TRANSPORTATION Existing 5' min. Edge of VDOT Right of way 48' min, 5' min. Edge of VDOT Right of way ,,.._. tj t,.t, _�_-- - --- - - --- tunnel liner CC-8 2m.o3 rn SIZES REQUIRED CARRIER PIPE CASING PIPE Wail Dia. (} Dia. (") / Thickness () J Q 4 or less 12 .250 (� ~ 6 16 .250LQo 110, $ 18 .375 3.0 10 20 .375 NOTES: SECTION O t 1 ' 12 24 .250 1. Separation of carrier pipe from casing pipe shall be by 6.4 14 24 .375 manufactured steel and/or plastic casing spacers. cl� Z Ple. Olt Q. PLI 15 24 .375 2. Spacers shall be placed on spigot end within 6 inches of Q. 65 16 30 .500 connection to bell; then 2 spacers evenly placed on length 18 30 .500 of pipe. 20 36 .500 3. WATER SERVICE LATERALS ,- 21 36 .500 a) Casing pipe shall be SCH 40 PVC or SDR 21 W 24 36 500 1) 3• diameter pipe for 1' service lines LU Ui 2) T diameter pipe for 2'service lines ® I 1 , o W ( for larger pipe use tunnel liner) b) No spacers or sand fill to be installed V� 0lIt ® aLZ C h stt% N ew Mh SEOtai srEtt NO iPS eo 7ii C�L.Cr t.3 .-- �'4^ IMt E w- +i'g-mo ukr �t it2 9C.v4NAD . A 11P. OUiRM.t e� ��OUrsa� •.•'• p" "PLC" :.i d w T Ew[rKR teNu, i 8a" GMMf1D�C pups- RN ' P1pCC ERA. t�f AtNUC k 4.,�- '.. rae arsecn.�rc� r� s1�o,em Sr.t . COLLAR OE ,VL G. Ttr6. REIi MAY Ot MAC `4t 0 CnT•H-RA=% Y, gY�4Cfi t0 Or sxt Sxa7J aw V_ Nm•C•'we tivtn �k69CN w•T 'r VA 09Ci two ?rote a 7, 0. Y. W41$TtR "t 1Y .1. M nM N 1+t1 CFLY ti{t O 3 »ffi8, EERR II.Y -�.�• Ee4N AQy. �It} N eBA; e'76. a 1 v 1U DIfT tm"•t5'•+0- i* a>I' ►RL4.�Tt;if} 'O. Y p,ttAWt ' r�,un -Y 0 O YU UIJ' OR. Lp O t C>tgr FA SECTION A -A ""��j E,,�-�: .�► CONCRETE QUAWITICS FOA WN. DEPTH J!" =!: Yyp�p, • t460 1y.Yd F. cowate 'CAIKJtIx Yu.Y • fijH QN YOe. iA1YtT4<e p SECTION C-C. SCCT ON C-D V, Coa� ON ARM• 1.6w 0., thy, Contvai• Ti' aoikr•1e tN b$T! �, rar.CaKiau CirR T ^ TA Nlo o:+ea .Cn TQ4.Adf A E +E AIL ad 4ortdNwl,a1 J$}1A. 'APP09MATE Wi6Ht Up Run 'Rt•11 DOJ Le Bra uLL STANDARD DROP INLET 12" - 24" PIPE- MAXIMUM DEPTH (H) 10' :3s SEP 05 Signature Z 111 Q o CIEx Q 0 0 Z Z, 0 Z Z, a O O > IX cc MONTGOMERY y � o No. 030342 �� T �SSIO , kV NAL LU F' p o Lp 0 t>, 0 0 t\ Z1 Z ^ `Oo `0 o Y`I 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. 752 748 744 740 736 732 752 748 744 740 736 732 BEGIN VALLEY ENT. LLC LOT DI -G 7743,46 24' RCP 15' RCP INV D DI-F 2+18 16'82,57. INV IN 741,46 2121@1107. INLET TYPE DI-1 INV EU7 74126 0+16 INLET T PE DI-1 N Q N d> o ti 0 50 100 150 200 SD-4 STORM SEWER PROFILE 250 > 2 CONSTRUCTION OF A SILT FENCE f' ,, '1 ,' j i M (WITH WIRE SUPPORT) 1. ltT POT AND EfOIirMtTE A 4•x4• z srepu wee raicNo To TF[ Pave. r 74�/(O`T /2 —47 "a LOT 48 �► TRF1m UPOWK am TILE lW // 1 117/��l ) W or Posnx % DELANO N:--HARLOV ' __ __._-. _ _.._^ �" " _.____ ____.. � -_ _.. 9B.�{(7}� �2)-48 °�° 0° o� D.B. 4. PG. 57`2 % _- 1 RETA H. PALMERSA ,d '. ZO ANG: RP D.B. 769 PG. 1130 RESIDENCE ZONNG: RP &79.54'27»E - , USE RESIDENCE DENCE 182.01' _ _ f /,,. ■...... 91. 56 ' d _ S86 0 14 E _ _ _ _ �4 _ 2m' 0' 20' Sp• `- I6F ``--------- 50' .6 vweo© E*ieE_�w ' r F M== =_� _- __ _�_ ���_ -. �- \ ' .-� =iastirio- s r w,oc�tce_ -- - `'`� ' u fi J'LO��/ ----" > ; ��y--,_r-_.,-- ter"`...-W Y _ ...._. _.__- ~"4 �tr •�, `'-`,`',��4.�`�b"' 3 4JI �� to '- O 4 f o ' ., r �I j .` G`f r O E . t �� _ s t- _ _ _� _— IbT-L{NE"TOr�J3E"��4lSTy`k v� C�,,. r a .... y v ✓"." ✓.'. ...,... ...._..._'A.�JOnf`I._... .�� ~�. `~ ».b......... D_ Qi ^ 3, Afl1 m TIa !rM F11 W TO Im � 4. d� M AM COAPACr TW0 �' `` � � c5 FDICE AND EX1W R WO VE 111dCIi. DOCMNIiD loll. r ' � �R r `1 iy 7M0ram...»_M c-.� v- w M __ __w.. _ _ �• `. ._ .. - - �" t p M'rr�y��'" ``� N p _ �"'+..,` r '¢"' (�f� i r, � t" N''" •. ` '".... `"^w-.,..--.,..,.,...,.�w. .fit i , %/ /frj)1 ,+ a�Y � , !SV �� ryv"a,� , ....... 7�'tl "� /;, - •a _ t ) ; ' i t ; , i ph < f,..• .. d, „ti 4 1 �� /d J f /� q �r17 j ' ---,4'\` ' i�,i �,,......--^-..... ' s i � `PROP EP _ w/6' r;a•"•,'.L()1%LINi4DJU5 ENT 74q ��i° i;i / RETA ` ` r j ' f _ % is 4 ". ` ` r PROPOSED INTERPARCEL bnNNECTt} HTr"�l / J "�� y/ i ? o rd •�' # �:; `.a, ' . y , ' ��.:. EASEMENT 4 Ci J ".�� , t EE ,; tr . y: 10'x12 CONCRETE Y t4,. ,' . ;ill{ S, } E , , y �� t � FIAI► r/%I r �` :s a r DUMPSTER PAD ./++ I 9 `,.t. fp,R )<° i \I Stt rt6 i �! w/6 FENCE O) •°'�r y'' _� 1 i�i elit ' Itf 9 , N,I'\'i,,hl;i}.i3 ;DUM STER Dfllli m OF /JIINa AiD MIME KM TIC 1ROiCFLNSA a � .+'t , t y y lw. _ . ✓~~^ ~ ~ � -, ` ` A- ?.' J r 1 " ,.sf L'...'.� . ,ji 1 ` � �`1� 'iSi�' r C d �. oar d j REAR DOOR �� FUM FAAilf: �� � L 1 t' 6� r �✓ .9 � d �'i �I I �1 �J" i t i ,y Jt. .el . V ; "t;. „/ ri i t W=W -� v C� ` '� ` �' } GEMEN % l t LOT 2 t ' rv•. C NY LLC . (�) 1 � CORNER FIRE RATING \ 1 JAIP aEYFZ�ENT G10 /INS so=$01t ':•: r� IN 001025.�'! 1 i PER TABLE 602 IBC8-2.' Ptii 30�'1 i c ZE VCG� C`7�lrflA►1T I 2003 , �5� VACW (AWP051�D-RETiiII.� `ii,+,i,`k fkvshed 752 g1y square skid pad 6'thick around manhole frame in developed areas adjustment rings (t 1' max.) ' 3W concrete anchor bolts (4 each) 748 ' concrete ASTMG150 4060 psi • t 12' onG (typ.) waterproof coating , —L joints are to be sealed •': 744 with •o• ring gasket 740 736 732 300 :op of manhole at grade in pavement areas ravels Ahervilse directed (top shall be set 24' min. above grade in undeveloped areas) MM ERA 3/4' x 2' butyl joint sealant pad areas . y firvshed grade r' .4 tf ,• , 1, nominal size butyl joint • j• sealartapplied between joints and on exterior side of joints V .y pipe to manhole connection to be by flexible stewe invert channel to provide a � t , smooth Iransillon i''toy out, 3'4r min. for all oonnecttbns ; `• -0' max. • 4'-0' max. precast invert or grout y% top of bench to be bottom to form channel same elevation as top 6' of pipe 4. 6' bedding stono— �•w' .' ; :r ;t' ..........• tt: t. ?: ?:i . : ti :�: ;i; :.} }.: t: �i'titiii?s :' YJCi) :) NOTES: 1. Manhole sections shelf have an external coating of approved polymer film water proofing prior to Installation. 2, if adjustment elevation exceeds two Inches use concrete adjustment rings w41h a exterior coating of water proofing. 3. Final slope adjustment of manhole hams shall be by shims and non -shrink gmuL 4. Skid pad to be placed around manholes opted in shoulders of roads. S. Fiat top shall be used if height from invert out to rim Is four feet or less. Frame to be flush in top. STANDARD MANHOLE -13- SEP 05 BEGIN VALLEY ENT. _ LLC LOT % DI-E 18' HDPE I_D TOP 749,50 TOP 749,50 INV OUT 7 DI - NV IN 74236 4+10 DI-B 7 6,50 NV OUT 74 2.32 DI- 41019I,OY• INV IN 741,14 INV O T 741.40 + TL7F 744,75 INV OUT 1,10 2+17 IN IN 739,66 1+87 IN OUT 739,6R INLET TYPE' - DI-1 0+39 011 N ALL INLETS ARE DI-3 ULN o n O ti 0 50 100 150 200 SD-1 STORM SEWER PROFILE P50 300 350 400 752 1 752 748 1 748 744 744 3.37 740 740 736 1 736 732 450 732 0 _-INST _. S 3 SEWER PR LE o 1WL EX FM VE IFY L ATIO (,•- ti A 271'91,07. W 6' DIP CL 2 O J ti ti � QM QM J �LI J "I (1) � � IY tl� � � Z O M �'�N tiQ_ON titi4ONW o> Q J U) •-, ^t ti ti I I Z o l'` t RI �11 RI Lll �I EZ] FM 240 748 744 SEE STORM WA TER A NA L YSIS ^,, SHEET 3 SEE E & S NARRA TI VE N SHEET 3 RESPONSIBLE LAND DISTURBER 740 NAME: CERTIFICATION #_ EXP. DATE 736 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. 732 320 A' a 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.)Ferti/ize with 10-i0-10 at a rate of 23 ibs per 1000 square feet (1000 lbs per acre). 4.)Seed mix will consist of 67% Kentucky 31 Tall Fescue and Ri Z CL V Q) W Q� UJ C) (.L O Q LJ Z �:; ;�:W W ao Cz o o' 0CLPC o W 33% Red Clover. ct cL 5.)Straw mulch will be applied to all seeded areas at the Z Z Z rate of 3500 lbs per acre and anchored with cutback, or 0 z C;� emulsified asphalt applied at a rate of 200 gallons per acre. (~l� 6 6 zz Seal a Signature o O a a Q o 0 0 0 0 0 LT w w o lac C4 � CX a � Qk� BENJAMIN C. ?' u MONTGOMERY Po No, 030342 SSI0NAL DATE: JUNE 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 SHEET 4 OF 8 ADMINISTRATOR PRIOR TO CONSTRUCTION. R7-8 (12- X 18-3 '-" rw� WW ACCESSANX PEMALIY 1100-WO TOW -ANY Zow HANDICAP PARK�INGG SIGN DETAIL SOW Prune codom1hant Prune rubbing or cross bmnchea"- Remove toys and labels—_.,._ Cut away all balling ropes Remove top of wirer basket Widen and aco—re— ho/ea in wal, l _� Remove container and cut circling roots V container -grown, or as much burlapp as possible If fi=4rsown 3' MIN. 12:1 12:1 3' MIN. N CG-6 CG-6 D 1.IE C 1. H 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. DO NOT purne terminal leader or brunch tips Prune narrow crotch angles & water spouts -Prune broken branches Prune suckers 2 =3" mulch kept away from trunk / Soil well r-canMfi water L'AdmInve kfOl soil tia/ly boaMlll, er M settle , finish ktil/ing for water (Pipe le could be installed) Leave solid soli pedostal - do not dig deeper Man ball depth )fg hole 2-3 times root ball width TREE PLANTING DETAIL (NOT TO SCALE) Prune out anyy dead or broken brunches, ►srrrove all toyer labeM, &fringe, w/nss, etc. from plan. 2-3" mulch 3 Set top of root ball 2-3 Saucer equal t0 or 1-2" c».. above grade. C 2- Remove container, use sharp blade to maim four 1/4 - l " cuts the I& VM of ball and cut a '14 X on bottom of ball; loosen compacted roots. CONTAINER GROWN SHRUB Prune out any dead ~ hrra»n brunches. all tags, labels, wi►�ra, etc from I" mulch Set top of root ball aqua/ to or 1-2' above grade. r rope �t burfop oat boll. Dig hole 2-3 times width of root ball. T BALL & BURLAP SHRUB SHRUB PLANTING DETAIL (NOT TO SCALE) 4' CHAIN L FE #6-12 VARIE 4' WEEP HO 25' c #4 - 9' 12' MIN COVERAGE 6 - #7 C0i' EXTERIOR LIGHT POLE RETAINING WALL DETAIL 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 strobes 6' Tall 20'-30' N/A 14 • DW Dogwood Cornus Florida 2" Caliper 10'-20' Red 13 Shrubbery & Groundcover Symbol Common Name Botanical Name Planting Size Mature Fall Color Quantity Height or Caliper Height LC Leland Cyprus Cupressus 4' 6' Evergreen 14 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. LA NDSCA PING DATA Interior Parking Lot Data Type of Vegetation Requirement Calculation Large Canopy Trees 1 per 10 Stalls 1247371200=1 25110=3 Large Canopy Trees 112000 SF IMP 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 16 30 Shrubbery 24 24 4' Evergreen 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. 0 N W coco co at co o 0 o� E 7 9 (`1 Q (0 o +. 3 c p E cL o c ao 3 T E 0 C Z U) ti � Z ti Seal a Signature a ; o 0 Q� O � O CX L. � � O O r PATH OFLij V > > > > W j�G, Cr 1 r2 BEN]AMIN C. y MONTGOMERY o 0 to 0 0 0 0 0 �o No.030342 �� Q F �1 �b SSIDNAL DATE: JUNE 13, 2006 SCALE: 1" = 30' 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 S OF 8 ADMINISTRATOR PRIOR TO CONSTRUCTION. SILT FENCE CULVERT INLET general backfill PROTECTION METER BOX and COVER O CV ,•�: t,; =r"'•it' :<' METER SIZE METER BOX METER BOX COVER ' Y 1 �► ti'yL •°>��,;;_.i';:� .,':>, OIL Non -Traffic 74M32CRG - CO CO W _ �t� 4 5(8'x314'or3/4' iBin.Dia. • 8, Traffic A32HH-T Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) trench width O _ r s-•: :.: 1' 24 in. Die as required � ID 24' select Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) q to .� backfill W t'3L 6' dla schedute 40 steel F OtILY611 treated 2'x 4• with •. •• . pip© filled with meter box top 6' painted blue and palm ye«yelloww %&,�•• and cover finished ` ° All backfill to be compacted to rade finished °a�`• r 0 6' 95% of ASTM D698 maximum sidewalk 5 ft g 24" t� grade q r density. concrete pad 1e cite. ! ,a s �` 1 w 1'-6' die. x 6" deep (� concrete t , N stone li IIT2 Fete b finished ?Y�t �«-3'--- i O encasement C4 STANDARD finished 3'stone grade N(� grade surrounding *s N & •7 general bacKil general backfill . Tog a 14J box " • �f{ • BOLLARD DETAIL < W, u3�a',•': :•7ci :4.::Y:.r• 1:•siJ :.: j+!{iiy r..r,j?!• i•'{r'i .f ' 1, +• W 1 / 4' stone N U :etc• �=' m �, , a. 1� 0�1 D O�MifIM 1" CTS I ath I L v 8" 3r 9 8" 8 r jYr f /r g• t�Y Y _ screw type r_ 0 U 0 , 4 .. rr:. PIAM c n rys tubing (PEE) 200 ' ,••• adjustable valve box O C C f 24" select concrete 24" select Psi with SS inserts •' r:.•}�: •};.'45° ; ..' '• 12.� Or min. at all connections YC..... ...... backiN backfill OPTIONAL STONE COMBINATION .... �� location marker sto stone valve restrained as required o. •'• t t ! saddle w th ••' (' :•� ::• concrete pad V 8' die x 6• deep stone �• � .� f t � • •'f � Corpt to main finished •' 6' 6" 51i „:, P �:.' . t _- .:': i joint restraints g� 2' min. • 61 max ,y:• •�:r 1(20.D. 1/20.0. t0' 16' ...........•............. sto •••O '•osite ••••• PP Side 4' stone concrete 8" 12 gauge insulated a o stone 6 copper wire for line 1" coupling stone to be screw type Same Side .•+: •r.. adjustable w minimum of I 1 P tracing, t at 10 J X FIP C14-44 CONCRETE CRADLE 9 � ( ) ;<.• . . ' : ..::::::::•::......:.....:: valve box locator marker CONCRETE ARCH.�::::::.:::.•:.�::::.:..::.':::.:::::.:.:::.. ... ...... •::::: i �•• ;.... :,............................. ......... above top of base general backfill foot intervals with .������•••••••••••�����•�•�•� MIP plastic plug stone stone 18'to za• COPPERSETTER olrn one ,.,..... 8�c 8'x 18'solid bbdc meter Opposite S de Same Side (for valves 12' and larger) restr iMs ...r.. .r... . r. I /MI1Ar size ` w rlllal 8" t• 8' x 4" 5 3 VBHC72-1 W 8 D-4444-84 V H -1 �I :NWK 1 I B 82 OWD-44-44-84 :•c•- o8r17.v.4i�kvir."/ s!i•': •• % 3/4" VBHC72.18WD-44-44B4 VBHC82-18WD-44-4484 � �:�'.�r;i•r.;,�i;:i:,;,i �• bacMill 9' VBHC 4-15WD-4444 84 Note: this detail Is also used for butterfly valves f.. INSTALLATION NOTES; :. • 90113RCM ADAPTED , from StandardmoanVa. DWC PLAM 3.08-1 1. Exact location of meter box tr , VDOT Mu d et o assembly to be approved prior to installation. t'::�:��:..•:..:::._...:...::..:... . • . ♦ 2, Water service CfOSSIng street: - •• •:::: ::; r y •� a) Encase in 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the ' r ' Irl .. .rim .. , S ; mechanical io � t .•• street, to one foot beyond sidewalk. swivel tee with k , INLET PROTECTION NOTE. b) Install 12 gauge insulated copper wire (for line tracing) from Corp. stop to into the meter box [wrap wire around Corp. 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 _10• SEP05 •9� TRENCH & BEDDING COUNTY. CONTRACTOR MUST INSTALL a- SEP 05 SEP OS -1- SEP 05 THE OPTIONAL STONE ARC AS SHOWN. !TREAT WOODEN•\ STONE , ' , jWITH WATER SEALANT. Si 35 spigot.• 35 splgot. by gasketed •. bell ' bend bell adapter� n 71 1 •. I PAVEMENT'finished grade.....' ..............: :'. I �� 1-11-11-11-11-II-j1.� w � � � � � � .♦ ♦ � � ♦ � � � � � � � � � � .� �'�' 'I �.:`'•'� _:'� = •: :• - •-•; ..�! :;1.•. concrete skid pad MTER CLOTH..." SIDE ELEVATION (OpnONAL) ran �■� Ir ♦ - i • w ♦ Valvc• scast iron�•:. • . • • 711 I r•.1 II .. pipe and SCH 40JEWERolvent BOB 71 4 .... j i 1 • - •. :• •- • :• rhead 1 7(li MIN. weld cap 'Si • ..: - • /�� I II COARSE ! !!'1.: 0 = .•-�i_ TYPICAL 6' TALL : : i line bottom section of box finishe DOG—EARED FENCE PANEL.INSTALL ON •:•gra FLIOW 4'X4'X8' TREATED POSTS SET 3' ♦ \� vw\v'\v\v \)� \v\'\v\� \� \� ♦ \� �� \� \`i\N \� �� �•\v \v\� \v \v a,\. • • 1 i ♦ • • a / I ' ( •- 1 ; • ` .' • •' - • _ ` • : ` ; ',• : mow' locationsanitary sewer main DETAIL •• • - •;�t� ��. cover T �i 11 _ LV 1 I C ' l•� I 11 DRAINAGE2-10 ACRES OF , MM stonee ' •on, .S TRAPPDG I IF Ai 45' MUST 7 • RIL WIDTH OF AND Er EN 6" stone bedding CIPEPAIIII PLAN VIEW OF ill PSI� 1 .treated 2*x 4" with � _ % _ •:'1:�1:'1:'1:•':•'�:•1'•'�'�1:•'1'•'1'�'1:�'1. ��r ; �'��/mow ��i/�i� • OF 21—B minimum grade •gal it U• :•1'a1'�'1'�1"�'1•�1'��'�1 •1 •• •1 �• •• •• �� MK I ► 1�`t,�!��:�r•1�r' � SUBGRADE FREE.- • I SECTION A —A TYPICAL COMPACTED TV 957. DENSITY SIDEWALK VDOT fi , 111 .19. SEP 05 WOVEN WIRE REINFORCEMENT SEWER LATERAL �. ., -• , FOR MAIN WITH COVER 15 FT OR LESS 8' OF 21—B COMPACTED RED*'ORCED CONCRETE 11IRM SPACE -17- SEP 05 CLASS I RIPRAF TO 95Y. DENSITY `t ' M I 71 m Mr : 1 : th o ,. 1.:.i ' i.' .: r..l :.r t. I. 1/ j SOURCE:• • / 1 / - C17MPACTED TD 957. DENSITY /TYPICAL DUMPSTER SECTION TEMPORARY DIVERSION IIKE SPACING BETWEEN DAMS .,, Y. .-� ' • • 8' OF 21—B COMPACTED TO 95% DENSITY d L THE DISTANCE SUCH THAT POINTS 0 Compacted Soil A AND B ARE OF EQUAL ELEVATION SUBGRADE FREE OF ORGANICS ---now TYPICAL PAVEMENT PI" Vim illlll� 11111= _�Iill�lll�l�llllll •�- - •� 1 �.� _ -, inin. — , ON - " . 1 �� '�•� f•►� �� ;.=.,.•fir. ` ♦�: ���� r♦�� ♦ice- t♦�� ♦�1- ��) _ I • _• t SECTION A—A/'t _ • • 1i 1. APRON LINING MAY :1 PDRAP, t;"•1 1 •11 RIPW, t, :1 • `'�'— �'l • • /FREE / / - :IY 1 CONCRETE. N[1 COMPACTED TO 957. DENSITY UMNG PLO11111 3.1" AND 3.111111—C SOURCE: DSWC PIATE 3.09 THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF r N:1 - PLATE.GANICS SCALE: N/A FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION FILE NO. 210-06 TYPICAL PAVEMENT ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. PARKING SPACES OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE SECTION UNDER THE • , 4 .r,-y a '^�,•,t�• < t j p� I I I 1 \\\\� 't s,; 50' BRL - ... w: A; r ,�;.�,:�. __:__� ` 1 " ^ w ' /,f pt;x. NNr` wt'::'n*' i• t7� .4s .5 �.: P !�a %�A- A411't '/1 I I "'I'_41 t`'..; cy `sue" , ,71. V ,%; .. `• �TRI ,- - - - - - -- -- -- ------.� 24R ST ADJUSTED VDOT ROW WHITE PLASTIC f 4. '" - _, - __ __ _- 330.50' _-� _ ,- L . �_... ,...... _ -... m .. ,... j .r - - ,-..,_. _.._,..-._.._. ---- - - ---- - - - - - - -- - - -- �� i 42.7 / N84'08-'W 3 9R25. 1 347.90' - -� - �� ECG-111ENTRANCE ` - - --- - N89'49'48"W .....,.rr.•.----�"-� ____'" - 1 EX 20' tiOVY FWzn&:r "� 25.00 CG-12 CG-12 4' WHITE LINE 1 FLOW LINE_.._..-..,_..__�...,.w._...�.....�._..._.._...... Y �: ;�� FLOW UNIE , -�',>-----^" ter' " SIGHT DI_ STANCE 750'+ t NEW 14 LANE i ALL �GUsbIfANS 10 BE n� 1YAE Q lxA1SS „to I �µ 218 TO INTERSECTION t _ _..-._ - SIGHT DISTANCE 750'+ � 50' WHITE MINII-SKI LINE '! _2 N..w. ors t •; a 8' WHITE EDGE LINE t t r WHITE MINI -SKIP LINE 4' WHITE LINE r x' (7 Fl•85 39-"�2 \ 4' WHITE LINE 35 i S Ty Uyl,,- A'tR 7 .Xf ADT 9lOD 4' DOUBLE YELLOWf LINE 12 2 .� v V 1 1 4 _� 0 O SIGHT DISTANCE 750'+ 115 _( MATCH EXISTING CURB 4' WHITE LINE 116 d '0 0 ` 50' WHITE MINI -SKIP LINE 117 + Q 0 _��, � `� ' Qr SO' WHITE MINI -SKIP LIN � C� I O (L, t J + O U - (' R.� # CCo'iliL i7 j rLYDADK971 FAiRFAX �'IKE gm- If MINI -SKIP L SIGHT DISTANCE 750'+I Nei 4� 4' WHITE LINE�� STICKLEY DR 4 WHITE LINE DOUBLE Y LID LINE YELLOW HAGTCHING 24' R45' -_- ADT 9100 t ttat� > __ ___YELLOW SOLID LINE;0-'- ^ W 35mP s w _ - I 12/►AATCH EXISTING 8' WHITE EDGE LINE NEW CG-8 CURB �++ NEW 14' LANE � WNI INI SKIP LIN6E CU B 4• DOUBLE YELLOW LINE 2' CURB CUT NEW CG-8 CURB �..�..... ✓�� ____^_�_ -_ _��_ _________ --- ____."_. _ 2' CURB CUT ' 4' WHITE LINE & NEW 14' LANE � wA � � � =W.,=MIN = � NEW 14 LANE < ENTRANCE 2' CURB CUT ENTRANCE - - - FLOW LINE a CONFORMING TO F1'OW LINE Q CONFORMING TO - ---- - -° -- - - - - CG-11 STD - :���� - - _ CO-11 STD - �- *-.L� �.�.�. - - - - - - - - - - °S �" ON COMPLETION OF ROW IST_M�- ---; y-. ifs- '- I,d -:� _/''�� ,-- ,� ~� _- JMP DEVELOPMENT VALLEY 61- -` NEW PROP ROW -- UPON COMPLE OF ROW CG-12 (CATION VDOT LANDUSE �. J JMP DEVELOPMENT NEW PROP RDW ----- - _ x �,� �� �� �- -.,�. _..P iiFR WRFlL.E BY OTHERS DEDICATIQN VD LAND USE CG-12 � � , NEW PROP DWG -� �- ..�� �� �- �.� ,NGyd•pRgp•R •,�•� � RK IN ROW. I L P Fog I I _ _ _,._. _.._ -� G- --� WP RALPH B & MARY R (� 12 THOMAS A & SHARON E 12 RDL TED STOP SIGN GUARD I I DENNSS R & MA J OW' 1 GEORGE W JR. & BARBARA J f, I ROLOCATED STOP SIGN I I 24' STOP BAR GROMLING R30 4' STOP R MA`- 1 1 WHITACRE I SHIMP R50 of I RELOCATE STOP SIGN INST. 024992 OCATE TOP SIGN INST. p024993 INST. KING: 1 I INST. #0025080 INST. #0025079 AS SHOWN ZONING: B2 OWN ZONING: 82 ZOINVING. 81 :MP. CONST. ES T. __Z'DNIN `=_''k_._ _____-___ _ SE:ONNRESIDENCE ING: RP 50.00, OWNERSHIP USE: DENTIST R P. P. CON T. ESMT I Rso.00- USE: VACANT M USE. RESIDENCE PROP. TE C�0 S ESMT. I USE. VETERINARIAN - _____-___�..__-F -~---- �. I I NKNOWN I i i I I - ---_ . I I -- I I �.______--- ............._.__, ..,.....,..-.__»...•. _ - �. _ __ __ -__,__:::�`' j_ __.._ EX. DRAINAG ----- i I M_ _�_ y_- -_�� I I 11-i I xy s. } r I A I 1, VAAX:- 46nt(%fq 4%,.1."I 1 . , y(gf� m2i. - ..zafi'h'A: . . - . w108 t! FiI'1LliAi tip 1104 . . ._ tW St!EI[o 00 SIGN I Wt lit 10Ral l t . a i , 1.. i� t R) . . , F .: . l!' .' ... - . w. :' rt CJ._ ' '` - - �t l W?4- . - t I., _ . l20 � U I I._ � v) _.._. __ 1 -_ _ uu-. - r -- t"� Lei Ult I ++ 50' BRL _�. �u._I 50 BRL 1 �V V _�_ w ! RELO LINE -- NOT A PART 50 � OF THIS CON' ICT 1 22.00 9.00, 72.28' . ?so• 1t ' S6.00 I H Irr=;1 r CMST. t "'T .:N?TI;ANCr i 9'�ENTRANCE 'tic•% 4S • A`Y^:x,•:,tl . O ® ::''Y ' !";, r.-,.wti,' NSF RM 20.0 O w:1T. \.. A:' ri •Lii._{,, _..... I . . . . . - - - - arm - - - - - - - - M n 'RV.00' A e. MUTCD 03 STD a. CG_11E NITW 24" STOP ADJUSTED VDOT ROW WHITE C . 12 PLAS t . . . . . . . , . . . . aicEfTAr aI-EET AlS7' , 'a•"F . ', . ',:..fist: nd 1•svkn_'T: . . , „ MI nc PAtzW'41 .-I . 'GkJ PliYivkFN�!I.yrK_. �, Nn14s's.I M.Af1 +T. 1P YG' . rnDFCA 5 AV.a i C*h i r.GP.ICt• "G'.MIS^ n,xtu s. P -20FT' 49i1 t M`J s' ta' >'-A.' ? . 11 . b:7T .M K, I. LGYj '. ' M1. 5V1 per- 3 W,' S e iLVC 1 .G.r' • SSP LVI A k]M.NNl. A �C 7OP NEE .. . 0 l ,r. 3 '., . . ' i�` jl ;♦.' CpST pt�pCSrp ' .X.'"'ttAT'7 .I b�AT '.11. l : s�t,� 4,1111 i f:± 41:= *}IOF . `1MFN.1 lA3t'4+:A 4LU;t) � y %; . , '_. 1 : : ART-•9tliC .i7. : ;` r:. �� . . . . . . . . tA7� �,p - - .kP.tPWt .iWxeMlt lid SR - - , . . . ^.i:aTiti -OIL"-At A� M}�^,r :+s, . . . . . . . . AnT ;kt3 .AYC1 , . . . . 013MMI: suaolw9c . "' L)".24t,:I =N'tT3.iam dCRT .:IE-fl(_ VAa11V_K I ctt3�;i lli'•r 11W.4 'Jyat%'I - . . , , . . . ,a_TAL :IXl,i-INC.P;AVE:'IENT OVER 5' N X-M-3' I.,Rru.T.46 FAYW: T _G`a`P TItiK.S IV GEFTI-i ' u.NAaAR K:1 O'tugs , T?"04 Alt M qrA:-T ' ,. ' N E_. � . . 1!Y rr . _ ry . � a _ �aA . L r /1. 1 r "4. MtF • V _ Ye)I.a 0: 'U' S' !a DFI'1 T •C CCFT O s . erArv: K AEOLwFG ! C . Cn'r.11 t � f pl�at�mP'e,�/.�ry a-, rA6'A'Y ''Cn a'., 'i,. '-:Y *. 7.E :.st'1vC PA�I wAI kc S :9A A "'e c7;.:'t4CY.Y F•`!• {LS . +r r#w%r , .. ,ti . .1. A h, �kcP ' Y x5.. .• , . . :•AV s fqK P, Mw " S. 1 tl. .. A..[. ! R• LA:A.KM 4aa1R %w . . . _ ` - ',{ IiL NRt pp+ t!AtlJCA7 .1DCFPG iA-EC ^A?ClmV.10. TC 7•i SWG AIF fir .-r.;.`EO . -�T�'T' i�fyY,,',i-Pict ' 7Dri' DSt t . m . . A . . . -I1 '. s.wmr ', a?AM:'ATTA R-a.. ks rU 4 11- ''K S.•1•.KC.Or f:ns'�R.G i'MSMfY'- ".CR T6 Y�, n-. . . �°a•rh.Y . I �rb•TCCIrH) . .0. NL,,�r.Q.Or. ACY mi''LY1':T4 PevEAhv' W1 ll: •L•Cd,NI O i'Yx l',4LIkfU :w.`aG1, '0 ¢& S S_.'3'C JAG 9Ae:q'JR DR,. ' . . . ' T. itr-w, yA"� I-• RS f.Aa'.•L"_' .�•A T.r' hL `='h 1 CYi'PC 1*10 ssTd A MY`{� 1}.' . I! .11,!Pd,'RKM- 'O A'GTT, tCf:Y.' 11 a Ctr.ft A 6 3� �Agy�1� . ' - . . . . . 5,'!'t.YlCn`,t ppy A,�, P..t1A+1 AINAt1.4`y a) •Rix.{-: 14 r,]et ,4QYk-AS M"GIMCC 'Q +. fE1S. A Wloaa. A'FF.aIA ,-.k U[C'n1.ri. !t I.A:aVkky ' �Ap y��- Y A•. rIA:4, rttAAsvCr5i 0 A ''_.'j -p 'CIS T T_ hl s x� JA .0 Jr_. n"O' . y ' 1 •1- Y �yv.� T t \T.OM ry A Al A^- aT '+ .IR . .V tM +r t.¢• e v'a5 �rA ..r. . 1 `TTc �`� 7JGtALVTS .. ,Prot ••� y,. Yi. lak:A � 'C4 \ lM.tl. t :fl A AJ T i Ht .. _ 'tea H.Y' *•last N'M _ "r. C�,t'^' T3 $ TtY7 . A6 s1:CLkL %' . � . ' 7'- 4. . . .u.Y. 1'6 V. ;4.VDO't�01 L"aUt A W:D- 1 AA=; i.A511 :NAIL AAV5 A -Aw t r. azl¢y. . Wt P t} ,�E # r o t a•u lrorvtc ar c is• t a A}RV Are CE'a . eLLN EP A 7 . . . VT'. _' lP A v L1 F . . . . =�'_It1C\"''t'11~�.NING >rr:AT:,a . K4 I.% 3Y;y I' . - - - I . ' . vN4As.%P*Alth: SY'-4N0PaA-KW . . - . . . . J� . . . . 2CD100' EP (L CA ION VARIES) SM-9.5 26,00' EP (LOCATION VARIES) SM-25.0 --/ CG-6 TYPICAL ROAD SECTION � 11 1. . .1 .1 I .. . . � - I . . . . zr, 2d05 , k voge 6H-76 . TYPICAL TRAFFIC CONTROL slamfR8Pew Prt eciI.htd& . fture TT(I-36.0 . NOM FA,paxtrt: . IThfx layout dopicat ;aijoing rNuiiemetnR-fnr:designat : .iag the t�'inninq. and ending amyninl of MllAtrtH;jion projft,a 'Fhe-purpose a da: Rigns ix to infOno mntlTTLAI Lvhon they a1r t1lucring and cxi6ng a potential Cunxttuclion atOA This hiy(NA aho applies, h, muhi-lane highways including lnnitcdmum wgb"V& - Rooddrd: . L The "ROAD UNDER COMS-17RUCTION"'aign aball he placed 2880' ± frtP* the project lint#; or 5W ±prior to any other eonstractlod warning sign. 9.99m, 3. where merlon I Tv. Imv a f l qlt {p�jects there is a one tllnf set up of corm s rttt4 and T- rid niche cork sour is ungt�11 •Od1 'n;_ Lboorojeij the "ROAD 41NDFR CQNSTRiJCrIQN-"[S. i mey tl�e]hTtlrpfed as di�+� In ON: Distract hmlk Eroiini ew - tai(rndard:.. . 4. Oft riwiiwa)s ia►iAg a median wider than tt'A left and right sign assemblies shall be required. Gnt• dda e: . S: Alt cairtncetiups wt7huttlit''pr( hm(tx phone tie idaf(4,d wim prr)dd tcmbii,*nq. 6. The tiltialna shown (6()" x 24"l is Tor PtimRry Imr seciss bl8tit. �y ML T For S."O IAM . y-,"n�48" x ^4" may be used. . . . hig4"O(t page 611-40 TWIrCAL 114AFFiC CON''TROL. Ftspa;i-jr-o rerathnn On Troa-Lane Read I re l•' gp iTL•Ig.b) ('sntdtmeer L Slit) sprtchig d/aam'e :should he 3MJ'400' Wicr'e. the pwaled V.wed limit m rmrr.lh(m 45, mph,. ourl ?50' 500'101ere the. posted creeed dealt is 45 mph or lrsx L Cam sWutd bd at,ot:A ad when eviuO,rhiox the limits of the *-Ywk zone. M intar a rmaimum pa u frf6 'slght diwarlrrt in.adv arise tsffhe,llo>Ygar slaffon and trarrs/laa. hated on the liaxled spored lfatil nerd at.lrast.rgreal M orgrewer tiaat the valaes (n.41tjicnd(x. A, Paw A -A, - - - opt= - , . . 3.. Whom Nitjhl-ar-ft. tr geimieirict cowiiR}ns Weveat LA use of 4R to 4R• 4(�- $" A 36" arena mane w W&A Standard: 4. 17(aelIng stollens shall be Heated far tuough In advance of the work zone to permit approaching traiflc to reduce speed and/or atop before passing the work none and allow Sufficient distance for depardug traffic ba the left lane to rerura to the right lane Iter"re teaching opposing traffic (see Table 6W4.0 on payee 61-1 4), STOP SIGN MOUNTING HEIGHT TO BE 7' S Cum 21LU4 S'r(1P by . stamitedt .. .. . When a slga Lv'twd.'in lodkilk that MAI bralwo)s regalred to atop, s STOP (till-1)ldpn (see IYp� . ' 21t-1) ithall be uniA.. . . . Tke IrIX)P sin Shall be on octagon with a wwtc legend and bordu on o'ralhedgrokial Swondary . ' legeods Rh/til not tw overt bg SttOr spa Wee. IPapproPdate,a sVWb2enial ptsgae tki.3.uritl.4i.skidl be'used to display a setrottdary Irgrad. uch platlim(sm Figure 211•04all base s white -legs rd,and . border on a red ,wckgr nt nd. If the somber of approach legs pongniled by STOP siRga ht ae intoriection k three or more, the ntlnterat on the supalemmial plaque, N need. Shall cor. respand to the actual number ofleocontrolledby S UA Slgo". ' At Intersections where all approadtea eta oontrolled by STOP. ftfn (See' ,%Mlw 2AJil j, amtppi m"bd , Flaoc (ill-3 or RI-4).ahall.be oTufatod'bbimt tzcb ST W OF. . - op tlow . _ . MWALL R'AY',(Iil"1) sttpplamental plarjtxs;may hat utud iextear) of.the4 *AY (itl.•'31 Algtpi. "Dial ohquC . Salntort:. . Tin .ddlsdgnaTid sifplicatifin of StraplAMCQ1is Hoe:_&W.rlbed a(t Se,16S 4K•05, " , . . A.r taMM. Section 2&M STOP SjM 1i%eeknent Standutit . . . . . . . . . The V" alp :dull bs.insta led air thv..igMt yttk of the 406Pch to.vd* s N nppliisr SYhth the Slop Sigh YR installed at tb(s reQadted localion and the sign vlaWty is restdeoed, a Suip Ahead s38e (gee Seaton 2C.29) stall be taloned to adtanee ut tote fiTf1P xign. 'Pits SPQP sigtt abepine lodded'av dose ox'pradieW to'the IntouA nett it.rtiplatti, wbileoptladIdW (ts vbdbility' to for r"d oxcr it k:iettitiled'to T'egoieto. STOP *M teed YIEM fto tiheiE not De mortared oa the mime post. ' ()(ber than a. DU N yr 1 MTiR sigq'no slam 'al xI0 he Tr vnNed hN*-rkS_hoc$ d hh a STOPS! m a tgtw4tti that gbseutaR the Shappof the SP(lY sign. suppo w . . Secdon 2k l6 cdninlns Adduiotsd, inf3rtna[iLin abtan syitrra[r and cim Wrtd iT[I a*,q aF O(her SIP$ with 1MR sigma.: ' . - . Guidance:. . Stop lines, when used to Supplement a S w* :ego, should be located at the. point, where the utaJ uacr Should stop (w:6 swlion .U.16). If only one STY)i} sign i s it>c1111tA on'aa apptryach, the 81i7P sipti should rlul bo plawd on tho far aide of ft I. intasataton Whae two mad& inid'hcc[ at an scale aaigie, the ST'OP.sign should be posititmed at an angle, ut' sbiekbi w that the reap nd ix ixli of view nf.o af6i to. wbillt iz linen. not apply, . Agvie INTO is a MXIA- Cf048 mik at the uitC(SCL Wa. ft SIX)P sign ,;N)PId.be installed'.in a4vunce'of the . LatlysAwAll line tl[7fC1r3L'W the approddling tTaIre.. . . O(Minh: . . ' . I. . At wide-dVIDW iatetsecdons Air whom.. [woor more apptuaih lams of traffic'exixt un [bc Aipnctl a mmmok obsescaace of the stop cwtruf may boo improved by the installutim) or'an alidi(iavi STOP saa(n on the k k Side* the road and/or the uNe or u unit line. Ar chunnelixed bnetseMons, the addUlonsl 5IOP sigh maybe eftm,tively. placed on a chsnnolizing brand. . SUPPAt: Figure 2A-2 4towc eaarntAek or some, typical pfacerrtents of SIW Signs, NOTE: FLAGGING OPERATIONS ON 277 ALLOWED BETWEEN HOURS OF 9:00 am TO 3:30 pm ONLY TNS>~RiAATAR'SH1 i:I A*f C_KER�AJ:. R(2hF,Pet ' '. . . . . . .. . . %- '-W nF_irTAa_: ,YAFtNW: %4&L a:'1Wr.'II "A" 7K.`+LAID LOCO . p . eatli�t e. 71,'•Ctdt -'IIA;VtK Tn �E C-A)3 AFS :ONI]1t13 :C .ce '1-< f sa+fACTt . b' . R.• Mtal;ftA�'. tnll._? �� "•A"' e07 MAR N:r rti . SnGi-'IF me df.Ml' •!.Aw ICY. ! + 001' "L '1 . .�..� F . . __ ,� ' - t . ..; . ' ' .A l.r/a:T� ry HE .1Wt."i 5 a to v: .'Yt� M Y tGr r, Ai'. A .It ' Y 'LS Nf IlAT• Mr ti' •. raTu.T nLArxt "J.ws . f . . 4•1 I P...,, 1 Ntl.' 'hiYl .IiiY g L9: u I * .r : Yh N t<..AL �. V0. EAG , ,,. : .� -•i'-^•� -- ... -TY.�C .FR. ' a' a 4Y/ g rt d F nwp'7avP tIAY a-. ,. r c Lot o IscA •'rr tt 4,t . ��-tT+:i W ut vs9e¢ 'r! 1M S".Jn r t`C�iTfN -1,.A .:i, h N N:'C..B'i.p5 A . . ::N tti*FNilii (:I:A t '. '. '., ' A. 8 qqrA, iLOLY. n-12ZA51'•yl :� g, W115,' p�,-, PFiN :EP fNi pyWEL 3H15 ']O . ... 1. jl. A!x'd1eM, r_Aet" c0ii" AN sF..:A'TI :,, 4'I.tCC •1rTC3• f'L!'XA(C\7 OF Y . . . . ���.�,p�aj -.L .=iif`.).r ttA3c I ..10.7.. nh. LL. II, L• Ia., U, l',LArS A.A. k:' .'n..kn'a-HA'ty� ANI'.'•n'..%,3 'Y. Xs. 1 w 6 F�ACE7'r.r£ ..A '.� aA'im -t ... 8C-^ aryCES't -t� 4NrN r.1:33, NIG. �C°^/. i Pa'> yL•,G OT' v tiWJ::.J . '.�" \ >ya, '� ,Z, \ \ " .. _ ':1�-' . . . 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I 4R• AA } - T JAC.: > IN1a+ C r _ .•-:.•.:. o"" �_ _ 'r h .. IIDn•vI-A'P;o: aa:.pru'ri; : .' 1 �. . .n .a 0-0 0 O b ^• 3 Ii� t,:* 0 3 . ! , -t- . j �'-�'• .5 '•.11.;;*JC a.0� 00,> 0 C C: 0 O a,;, A.A q'e n'I? 3O 0O 0DG3:y, - - E.2' R C 7 SASE n'V/LILi . l - k YY O n. b n. f,3 ^r 0 i t> 3 e, 0.';i . i . . ' . . Tti,". M.>:TCi" 01 O :q 3 o u V 0 A O O.: •n p ..._% . ry • YAs xar r' railnc�=� i .:r:UF. . ' r.-TAI ln'I_;IAlSLL 1ha.;k~ . A. VL1'A_ . . . . A . .. .. .. : L.U. ' ' ,r-, z 'r./k'H' - LR11111 �" .fy' �. NLn.'4,N. -WA-�.N %4 , - S*j:?-A .E .. .. 1- . .. . ,,A},.te, O'k:-" ]L'VR AN: o- -;1' A1_i :4,. (- 3D2 ' sy. 1�+aw . 'i`�pHcaClr#*#f coativi 5tauattory t>]tr,atruaetn'shnula!rt ' . a Yre"tr:4 *) -. .. Gilfdeaca . . . . . . . . . 1., A'Vo4t7WYjR1(.4f''46**+ aiSIfOf'tVeR tiK3,((rR'f'itif)s"0'hotel(!&pltu'e4o7tthetef.'A ktJAI atxT±i+Wfbr st'cqs*kd or lure-*W� treet anti" f0mlo�'14trttl&.1s.r(je0a' I- Sign sllctcing tltnrttrr.br l3(ro'-l3Ut!" rite rinmler trtaci[r7 hl /tagis, .ad .url ,tit raTher'7Tmdava}, 5W'$00" iFhrrc. nc�1!!�sitf $ s�ged ltmilis hurt? Meet x3 rieydx Amd .?JT1^311<7 rtdiefd !l e. jxs4tell SfCetl li7ntl f8 f$ a!j)iP . of Kr _"7 r. . . Standard: . 3. Gkio*dir,#ng'device:vaoggjtl fof*at*e,tAftoaiew . . - . Pouted 4lreed (be)1b) . , 83 .,to si& .hgtdA�ng . W. 4w, . . raseliya blaaL'log . . y01 SD* . . 4. The blt(rtrspnce ItoSW elihR be Maxim. Eft TaWAd.4 for tlte.pot�tlapeefl.ilmib' 5.. coie-rvw 1,a 4u (l f $)toted . Taperlra#t6 lwtgit i.,aaeWidfA#a.Fest . .. ta414.. 11 12 . Y05 T LS . 125 . . . 30. 150. 16a9 11110 ' J'S 74s 22S , ' '• 34S 40. 27R 29S . 320 " ke. 456 •i95 - 440(.hoolo"T-#peraitll,,-4jx.mttpi) . . :56. . W . lt59 . . 06.. . . S . 5. ram,. ,. : all. ' 660 . ;I p 65 - (M ' ' 7I3' . 180 6. k1batiow vetlete .,74* eltW na hrroW. boAM' Operating ia4ht ontiflon .tondo, er At least out sign-, intlduity amblir "1*1io,*'v*dliatiog; or atr)br' flf34t Wolf be pairw, w I I�i "nee at 4164fitt ,*Vrk erto." . . ?.. e. Lmi!f i sight¢iCwiihattivafft1.kltaa,erWtvarnber6tati ,xsciJ w oritmixiii^htsjs619 , P 8. Ak tY [ t � t.if 111 W .t ' iRf tr 4. VVilth it"ft,w W(eri�lM the higbw1v Nritbia tbv tetapurary tram.e "Atrol.tope, adQitioeai tratfk i sba ba ed 'naedcd . . . "2W END ROAD WORK ` -.i ' 'IT VP 1 6 7 RIGHT SHOULDER CLOSED AHEAD -. a Ott 10LI ... � V J_f#* 0.0A0 V.Y)RK AHEAD i II B i 1 &d4&AP1NtV ojartra(rmr one -09MMM (Figure TTC-4A - - - - - STOP SIGN ,tip 00' l--� "x30' PER IY T 03 STD '7 ---- fi - cz, It 8 �. y I.i END ROAD WORK ut1L Wt) AW-A RA -Ip_ UA vets ) IS 9 I I 0 a I I i lRIGHT SHOWER CLOSED AHE 9 I . V J 4 2M i 4a. � ,Lg.. I W1i•4 4H' s 44" ROAR WORK AHEAD 1'A$LE.' fit" Q.>tAN7ITIES .. 0 SAse)c . . "L ,au'a . . . ' ' REI(:lFORG1WG STEE . . . I . TYPE. .5[.kI . . r dr. W. eto_ E- r. �. ,, NP_ !>,ti •AA .a. i S'<r a••s 3 S• . Y k •7_ Y t Y .-M T.' .1 .-7.. $' a- ",e F -.:( .-r3 . . 4 p-3C t T o. rr•r a• a'. ' A r s" »'010 I . MOT i� . Y T W oat . MPiN d' lass 'r0 .eE 'AM1nI nLAnS. Nt e. '1F` . .ti Y Y5 . tKEA P W T A. x S• SWOta titlAFiS Ai Afq i¢p4Tt3 )AAS' 1tE,, r y. tY' 41 RI. L 1R +a* S rMA. It CiQ.- 10 O•e Q aC AP•aACn'I, 5qN �a �C p ARC NA .. 5��7 nAtIkA•4 8!` TFt��E a7'pp �1�vIJTt Ty' - 5£T11.EICTR T. T'aMnA4 L t+3.wlCveNr � L WtTER. 'a. L'9Nq+Rt� oliWilitE MeE' "O TO T r . TNC .CP.or LHe s. ` "M ¢ D,AT:r a .Gi il¢ A,SIDNS L . ate 86 a RAC 0 0 L gyp' TO AAr�tEP lbr N'CLOtNtC4H. hto a. 10" ' o . At . pq .. _ T 1�p�_ b'^ vRT . .IY97.. Si 16 fn'.of R�JIT .-., - QaTAh. 6,,rffli," �f�E� r t t 9M .Pei a q tAi our �' r T or Aaii C�YQO or . i!t LtP &'+EL7E 6 9N T' t� Ab YT9j�N ST iRC L S.' fNEW-1 DF 7NE !i . f7: LC}+STH�*'bACI£µ„AAI 3 TQN5irEir . I. a w T,R , 0r' .µID 1T ALt Rt+L.- O T S t 82.CQJrA.:tK2",!f t Tspy 5, t41CTSt}£. S p .S., ILL e�, lt", RTCEL SM 7JatA W.. !F 2 Is t3. � t to . AT. t]0 LRS.trt_ F za: ft1f_8n t7 . . ui ihr[ ErrM T tlwrR1 a7r ryI,e� cYJTr L . . 2. T•i+E 6"fiY,Airi1W, itiC TGaf Ot }g�T7 'R�1�F *RatE;tA PNi" . 10' -ALL t 37ttt TC N NT tLCAR Cr !a! eT T. tf10F }$MY. Y 1 �' UEN4t1TS.[8NC Pa 1 _ . ' . a3 Pi - s. . . f9 IM})ROtk¢ 1fAR ttJ aE.bs- - . . E gt A. S . i tY A,� 9 1 �5} a tON tNCOt fir r9 (. CiSY• C E L ati i ACE eR�i m c- r7¢ �s ' er . °N9'<,ror}r,` Et[ 1 Ta E5' iGdO F.SL N - D4 tN O- �B tY' A 1xT%k1. A¢x T i - & o r6E�o To camola. r. ' �OP03G:t t1.1PD. . a 4T6.�TT . Hw MX, 1N �' . A1tt,@g �a•l. A4?NI nap•$, r1OOEta'!AL t0 PAx'EN6 UD40,�Pr Yfinf :9agtl i2 N, tY 9LOT' ij,i WR.{.M., EVERT SASe; eC tPLMIC.pji�i - - . 'a.. V G;,, FOR ptTALS { STkm7e><)t $T•i �tj� - . =12 +a: _ �Otn'1TAi '!$'TLt,'{F '�. . . . ' f. ttr3 M1 141Y .W W.4AST 4t CW-*1•PLAC6, . - .% '6YtJxitAD 11 MAY . atrtstturw Vlhl �pH� w:tiIX W, Rt*fa t.r SHo" s'm - . -. ta`TNLS 4N 7M M YB . . . . $a.i . #: �,P<U'.tt . STANDA#ZO CURS DROP- INLET , _ .... _17'e' '_ .30'f- MPE:. -MAXIMUM. - DEPT HE _ . (H) _- :.91- '. . . . . z+s .. �02 . . W.?0NA aEP*Tk.W er 4440VCRIA?IN . . ,o. m L5' 17F SM-9.5 5' OF SM-25.0 V O J � , a � Q C7 •J � � W Q� C, n z cl� W O '`� � V o W �� o o QUj �� Q IC O Q z �I r`1 IT Z Z Z U Z z � IL 0 a z U) 0 � Z H 1y W Q z V, (3 z O o o ° Ck a O O UO 0 0 L ,LTH OF V � W G, � Yx ,A u BENJAMIN C. v W MONTGOMERY d o o to ko o n o o No.030342 w N N� rn N �,p `1� M dry \ *'( % - Gti 1 SIGNAL �� i; DATE: )UNE 13, 2006 SCALE: 1" = 30' THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR FILE NO. 210-06 CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION, SHEET 7 OF 8 8. OF 21-B COMPACTED TO 95% DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 957. DENSITY __AL PAVEMENT SECTION UNDER VDOT ENTRANCE AND TURNING LANES OR MATCH EXISTING PAVEMENT SECTION IF DIFFERENT FROM THAT SHOWN Veal qnd Signature I � - . , , - -T.�T I'O �° w t�.;� top 'T4x .. - a•,,ti, ALTERQ ATE - • M eMINIMUM- AM A�Nmvl"_�m'Ici' ,"��� 1,11 �IIrA 0 s t uuutnTsuuuusu �. _ _Tx . DI- t, to RC . .. r �. P .y :` T :i.{i . �, .. _ . f •w "? �.as' . 16DD g� . tr Opxtur ORcut 'Q eb lllAS IIRTHWT'0RA1Et. R LONG . I• . tat M) . `� ; y, NOTES: ,I . A 9E£ t1EME41t.)9M. i. W"lit ra* A"71OICAL KTA1LS. . . . t gcab�romgrrl; 70.�i�Ep49M PswWuK. , NOTT�EOtS�:A}p �r� . s tWONE rAblgClSN+a A4ta A.: t OTA18+Jt5t.M esnt A +YT L, Nekhvw °r n4 [+dNCtR TOO�qYKr OFR[ T A®SwfH ET14 IME . 0•ANK, OAydtTS OR bt+tYL; RUBYTR. - 4- tafe"r[ towlt " ORArt AAC 'TO it fU"Hu Af A S*0A Wt.. ' Z M.TiRklrf jO.1T OfrAat MPLY TO RL MACAST ttiI a SEE . STAiOAta a t T+,rOR' xrirLs CO. rgAA+c Afm cRPTE. 6' Na"Atatrf" Tut '00 ME i" K"k .calk. MCWJ is MAY VA" 'MTN : ' ALTERNATE JOINT DEETAILS ' .. . Mori°" STANaARQ PRECAST.TOP" UNITS . Vt40 " �apur" EHY fT TRMi9Pt)RTRTpN. . iw. . . . - 0: #?96 E rt w F Pik *lt ; G}T(71:i? '''.Ut�tE ucEr fi' ff _ - t .. . . 6r2 6=#AfAll�. t11 LMlf7.. ILJ� :�'fi"""i", .,.+3 K :�N trtt l .ftilt'. rRl L. S,.q O;r €Y St11.:iY {{ i uAtrK k.D r j+M•: , .. Am Ems'$ n: �4.. - _ : , i,t . ,. tao9Ma<' l:I Tr ' :I pixtoATtr a .. uN:� ' nt t+ ' F C1lsNfiflTllJiN . � Ot i1)a# qli OFl.,'� �. 11 >JAx.AT�:. t3T;tl;I^ tltisttA_ilA'fiE1t1W. tt'" wlOO K, of % < t {lid S; . tWr0Cfr ,aua 111' .K its 't M11 . .(Ar"__ r i{�. rtx1 a� tF�E' i rm ' t t i i,1X1`«I : GIiAt,'AE' CLA3S.7 N HiCOROif.OT: E,t : aDr�T ��a �L '. Li0 Ape! eRL`(it: �nEi f 9A NGTE� sys r'HE t abdat: s<e SNST t lr or rAE :GJY aElCf9.. �,;,.,_ p TH # a l" At.:ti uN, iau�iYLE - vat: =,,- , E - 4=1tEx,0. st'srES +�1.:!}FEi a . ':`�'Cw!Ftr1>WS,i7Lc1Ft'li i0u1 rV+fl-iVs.v`OCif . . . . . fi t0@'�i.' �I�I$T,L. TT . PIPE CUB Vt T's T'4 M W'E -SI IN- *2 . CIRC "CAR PIPE. ,SE'001N;O h.I3Ci 13 tCKEILL, i��'TI? Q rtA,.. tt> > sDx VtRcis +� 66AArW-WL or dW WSisOR :ATlb tp;! bf Pu-a I . TURN LANE ARROWS T0.6 to�°Rirrai:�lta.,, obIM Oc" deecte 1% the EnOdMQ: TURN .LANE :LENGTH . , . . . . [ 1 Arfatr located at Mdry16+'n pf. fuR (itdth f"" b"e. .3w W whys• a tNYOYre -rr°err loclocal" 'Salo .""rrt orn I or O endue. t Amos ate0 �t h a;r, of ,Dd Meth "Mh:Ia"e. 300'ar.bet. .7 mroq. tArra� eau" �0'eedek f °m st6low dr ona a ens ne Stop gOid y*% ties of 0* begn•vny tU'tT(ute.Slop ,,k � of Hie raaie. - I . �. _ .r 8vttotn of briar 4ibey4irtltp . Of %A.;Oth twn t6". 1. DETAIL FOR LOCATKX4 OF MOE LINES. ON. CURB. SECTIONS OF ROADWAY NO GUTTER) e,,• a T 4"war" 1 t V No i46" fine fa44W aftero auto and yytt prent vnry/ hokvted by the a, Er ytneerse • 4• n.v�iones: mw tin s✓ s r sa spmti+p: tror ao"R more thon 1001 Ube M" "hips . Trw.ig0,a. 100' a leas• a* 4ot Ube *ips. - , J1II r wwo Wp ** 1� rhtp pne 4 SpoLmp EL= r th► - naa+.. _ . . . . . _. tptte!:ar'. 4111" artless Oftata 0 the EngM Notes: Slop owe, if:4Qur.o oy ate Eetgl>ter, sw I : be o rr:mrum M, v n od,atpr of the C'"ararc . In the obs&K* of a marked-crosvock, tt.e ttoo bat - . thMt* a minim rn or 4'W4 a wo.i**AOt: of 30` . In ad.ratcs of IN newest eT of the HNrSktrr4 . rood..OY. stopbors srwebe 2•k umm . . . Arrows 010abs in oememwe *0 "W Powatmuno: spacing Ww"n 4"t sold yellow Ines ' , . IN" be a". I . I _ � I I I . - TYPICAL PAVEMENT MARKING FOR UNSIGNALIZEO INTERSECTIONS 130t-88 V* M WFIAtTT14W Or TRAN5PO14TATItm4 tDtI. . . CUR@ DROP INLET• THR15 * SfCTION , k6TtST. H COMIt. u APist. . . f1E1GHT C"T L'.41. aE,NREttAt, ron*-•FltrfilyiT •r01'AO• lawi..%*s, . . srMpAllD'C•3�py�[j WE . H •1r11iNS10N: . iRA,+tr AND .�Vi'R :3. 6TRC 'f ENS t0 =1 4400 ft"W M CSS11'l:. ' .. 311 car_ ' O•M . .) J�+�a DM,PC sT , y� ACCaRDM10E NtiH.ABTY A-E9! 11 . ;.:Iri ,.'r. Fdt HWOO& 6NtS.. �yt . ♦.fabFF��Re(�yq1Q et RCCOOA .. •RA'AeTa A-0 1`O ' .: a �,e,, s• - b" ` $ reCLDCO-N"RC Ut4et - yl . Y - . b• 1NNEr6e11Lt 6NDMN'.-A•1 ACTai4,Ot. Its" 0 . '' Ar`a f . ►qY VAW iryTN .W'�N AG - " 4 ;• -. . ,:• TO ' �b,P .1:.e =ri A°r is tMS 1&11 A[�u 11 ,an,'. sr►wam.os•a- a•e . .a•• a l� ?•r' r4 . virAi: 7, GEllptuQe t n�utttK��, .. at L • LIX" to y�J . b 3 t . a•.p. . . _ . YM:9r rffN OI1ot,� i _ . ..ea ffip 4•'r +-T . F VLOtrf , SWO TOR VS, � . V" i••4- '4' - 05S,tt,o�tAY., A i.loo D 6T-1$*" Nat'OK40" N tR5 r IfNlt. r!� • . ' . =1Str'I?I i r�o6t 0MN4 ' a b. A.. '' .ft4L: M W!3 +,,b' ON A^ CENTCM.' yr•,y x+' S'•a" 6'•a xi+ b•.v s .., =._=_:_ _T I. .a Arles a T O •a 6 r „ III - y 'r- s• g •c" . a1 RAASea ffAR4 .' .y,," .x.e. b'•6`' . W 1 € 4 � • b'�0' . y . Hai Y . 'LIMTON 0 H01.L .Ta p CH t . aa"' .S',s•. YAVY AtXOaOeJa iO.TTrE - rOR R�IiRowCOr MICHT, OON9 4X1i10 . , , _ . . . w VMiE�t. +AWIIriG.1 ' ' ' 0, � �.�at ' r• ' S'"i"� . . 'TYPICAL MINIMUM. 'BAR- RE INFORCEME'NT- , .41• , o -Td r-r YI e�s 4n q. a->rr� t�rs Of.M- 4'%'ft H w-10 Y- w•s0 . ' E .., .70 . . 4. r4. ItAft . . . . . . 4S, w.n f . . ' A''r :nb. 11 . . 4i. . rr.s } . ,t�tlCT,rE ' fOR QITttRLOON _ - w 24ET, TAt En - -N . tit t i ' TYPICAL MINIMUM WELDED WIRE REsyFORCEINENT - . . . tterel1110. STAN[1ARQ. PRECAST. TOP.UNITS. "�°� . 'I" . . p_._.t . • . VkW CCPAI u0P. Of TRN$Pa inn Jn - , "W �t�riFl�lt ` 11M � � WAX1M 11iAIfIE)akAt10>ltMWM=wWO 1>AWAIIIIAEW.)ANI 7i.�llt, i111 1X=W47•MtAi3r11W1VF1FWi6Z19 A*ZV I j76 �t�C ffi �^Tilll Elf&d9�JNfI�[ 7MEW1 � ORMt* r -"MR ' $- ! rd0ugl :.. . END ROAD WOAK t r ,r` l `r r � i -. I ybjWff*#N li,W 6* r4waawlBao t€w" •es¢•t") bit M41 W LJ L A . as 21 A ROAD WORK AHEAD tf . to . . . . . , . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . ' J.w « a4eprr...-. ! I W"" E"�EWMEMONF?� .» f=T. 17WA IIIIIIIIIIIIIIII17IIIIIIIIIIIIIIII EFT$�11K7=lll' "� INWEiIIIIIIIIIIIII .... onELT�� . 1 . iep of ►evAa,IR -e . . . RR�Qe01NpeNMN! a "M . . - - - e. � . - {; . I. , ��q..rw r reiAmew tril iVIRLL7ID0. Tart r .' . .' . . La1M 011MYM, . YA- 4abN Aare : s* .. ' . . t 'm '�N its fir .a► N r'MItM.tl} 7:A.eMa Yrt t s r Aftfoameel " ft 'oft . 'k • 4' , T. ' N , ,ge+tt'• ,st-a•. 1Yp 0. , Y .lu Mte t! _ f• r . . N+.m It' W -14 W M eer% lha. M,dceted Mt dirt 4 wn.: on �t to "W bolzv"da" IWW "Uv4+t bu w ,f. A +eegn}s'y MfM h .t_Weni b M o �y.ia� .equAb Uehr Qeemw.r* •ac4d a. route .,,% oreMey tCAtbtN0.9f:A rwa rew+•i, eRh.an . #jWWT 04ra h ft, W.'M_ to be o in0 elfk. I . 1 horiting Heght tM of (to. me Ifnr," ON" **,090 1 sign wlt be r ndnrR.nt' I'M- ': • . , . . . . . . . . . a , . . tilsh Regulatory, warning, and guide signs shall be retroreflective or illuminated to show the . , ._... ..",_..._-- _..... ..__. . . . . . . . .. t ,.111_?r..�tI %J4111. TYPICAL DETAILS FaR ;arTANDARD . sameshaaandsimilarcolor bothda andnight,unlessspecificallystatedotherwise . P by Y a6z . ' Nis wt MP o1PART►W .0r 'MAIIIIe0pTJi1a11 • ' *110 d W&4.r► *f CT ' TA ' . V4 OOD .t 0 3 1 � fSU.G 1 l/[ti� Y P'.�5 . cussion in this Manual MUTCD of a icular si n or rou of s' ns. . . . . . . . . . . TTtw6g1R Tara . . . . . . . ao¢ . . in the text d>% ( ) P 8 8 P t8 106A16 lal.q. t VgtdWA.OE?ARTTEMf.Or' TRA/SpdiTAT1OH { _ 3tH36. . . . . . . . . . - . . . . . . . . . .I . . ' . ' . . . . . . . . , 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 fi. Signs shall be vertically mounted at right angles to the direction of and facing, the traffic . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . that they are intended to serve. - T__- .., .. .-.__ �lO1;C: ' . , rlbtltod uaid dtd'f,e - . - _ to dt'4'I . by the fingil . . . . . ♦ r.Ne'vo ' . I. 1' ' . _;= Llnra, 45" . I I . . ... 1 . ., . 1 . 1 2"", 1 ' . . _A• . . &j. .�11 f . .' .. 4• . . I...M. 2Wfld. .. :. frtllebtt-rr . 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 f �.I �✓ er -d structural steel quality, conforming to the requirements of ASTM A1011, Grade 50 . . . '� = . I -E"° `°RSTRUCI except the yield strength. after cold formingshall be 60,000 psi mirAmum• The steel ROAD VNDER'CONSIRI1C7lON �' eP Y! r•"' is t P • T gauge shall be 14 gauge for the 2 inch by 2 inch posts and 10 gauge for the 2.5 inch by a I 2.5 'etch posts. Posts (inside and outside shall be galvanized in accordance with the . - `I I '` requirements ofASTM A653, Coating Designation G-90. Posts shall use an in ground Q .y a . ' anchor system that provides a stable installation and allows easy replacement ofthe sign V ' post into the anchor system aftervehicular impact. Posts shall conform to the breakaway � 1Y requirements of AAS HTO's Standard Specifications for Structural Supports for Highway •� Z . A . I Signs, Luminaries, and Traffic Signals (1994 Edition including revisions). The a Ir, (a Q ,ROAD UNDER CONSTRUCTION . - . i contractor shall provide a copy ofthe FHWA's acceptance letter indicating compliance Q Z Z U . with breakaway requirements at the time of catalog submission ofthe posts. Posts shall (n Z <L - have 7/16 inch (+/- 1/64') openings or knockouts spaced 1 inch on centers on all four H a Z 0 9 . �i.t • +an' . ,b sides. Posts shall be installed in accordance with the manufacturer's recommendations. tl VM i'. 11 I.. ..., .. U4 4 ti . !'' , s..._ q I. Q Z Q q . ! - Seals and Signatures I o : V) o V. I' ,,,,,,,, .. 0 0 R 4� '. a0 00000 U. END CONSTRUCTION, - •� I..I.. �I.I ....� ..... ..-I . ... I.I.II .,. I.. � ... .. II .. .I.I. I. II I. . .. . �.. . .III .. .�. .. 1.-.. I. . I... I . II ... .. .11.1. I. W. . I. .. I .. . . .II I� . . .� I . . - I." ., .... . I. . � .. .. 1.� . ... f .-. . . �.i: ..� . - ... ' � . I ti:.: , . ' I ..,**IJ..,,_._Z. L,11,.�. � - .. BEC. ' Ii,I . .. .. I .. ° MONTGOMERY Q p C o o . . : . . .. . s. I " . . .. .2 ., , p No. 030342 w p M N - r M . I . 3 OAF y� \ \ \ \ \ Ty . ENtI con3rntltalae . �.._- y. . q ,I , :. - �s %'O \�� i'•TZ ' ]` 6:n'e_,+ - _ a NAL I� DATE: ]ONE 13, 2006 11 .. .. 1 .W." . .. �' SCALE: N/A 1 ROAD UNDER CONSWR71ION THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF fflS0W vrftgj"MMff� FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION FILE NO. 210-06 '°1 OR CHANGE IN THESE PLANS SHALL BE APPROVED 8Y THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 8 OF 8