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73-06 James J. Lantz Industrial - Industrial-Office - Opequon - Backfile
LEGEND EXISTING FEATURES EXISTING EDGE OF PAVEMENT EX EP EXISTING EDGE OF GRAVEL EX EG EXISTING CURB AND GUTTER EX. INTERMEDIATE CONTOUR EXISTING INDEX CONTOUR EXISTING SPOT ELEVATION EXISTING TELEPHONE LINE EXISTING SANITARY SEWER EXISTING ELECTRIC SERVICE EXISTING GAS LINE EXISTING STORM SEWER EXISTING FENCE LINE EXISTING DITCH LINE EXISTING WATERLINE W/ TEE EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING REDUCER EXISTING TREE DRIP LINE PROPOSED FEATURES EX CG-6 48 50 X 50.0 EX. 15" RCP TT_ c$� EX. FH PROPOSED EDGE OF PAVEMENT PROP EP PROPOSED EDGE OF GRAVEL PROP EG PROP. CURB & GUTTER PROP CG-6 PROP. REVERSE CURB & GUTTER �ROP CG- R PROPOSED CONTOUR 50- PROPOSED SPOT ELEVATION + 2221 PROPOSED STORM SEWER PROP. 24" ADS ,nr- PROPOSED SANITARY SEWER PROPOSED TELEPHONE PROPOSED ELECTRIC PROPOSED GAS LINE PROPOSED WATER LINE PROPOSED WATER METER (D 1 "WM PROPOSED FIRE HYDRANT c$v PROP. FH COMMON LABELS & FEATURES PROPERTY LINE OF PROJECT NEIGHBORING PROPERTY LINES EASEMENT LINE PROPERTY CORNER FOUND Q PARKING SPACE TOTALS 12 ADA HANDICAP PARKING STALL 6, SIGNS v IDENTIFIER O SANITARY MANHOLE STORM DRAIN STRUCTURE IDENTIFIER LIGHT POLES LOCATION OF TEST PITS EROSION & SEDIMENT CONTROL FEATURES INLET PROTECTION 00 OUTLET PROTECTION 80 CHECKDAM ® 0 DIVERSION DIKE SILT FENCE W/ WIRE SUPPORT SILT FENCE W/O WIRE SUPPORT SEDIMENT TRAP ST CONSTRUCTION ENTRANCE FCSA CONSTRUCTION NOTES arSpecifications re available t www.fcsa-water.com 1. The Authority's Water and Sewer Standards and a a 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval, 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority, 5, The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b) the developer/contractor must: 1, make application and pay deposit. 2, mark the tap location. 3, coordinate installation with the engineering -assistant. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and install all water meter through 2" in size. It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a) The meter box, with its frame and cover, must properly aligned with the coppersetter. b) The frame and cover shall be set to final grade, c) The distance between the top of the cover and the coppersetter shall be between 18" and 21 d) All components of the meter box assembly shall be in proper working order, 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. b) An Application for Service must be made and fees paid before work will begin. c) The Authority shall furnish and install % ", 3/4 ", and 1 " water services, d) For all 1 Z/2 " and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 10. Any water service line must have a backflow assembly (double check valve or RPZ, as required). The assembly must meet ASSE Standard No. 1015 or 1013. 11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector double check valve or a RPZ, as required). The assembly shall meet ASSE Standard No, 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit, Radio read remotes are required. 12. FCSA to review the mechanical plans(s) for design and material approval of. 1) the domestic water meter and its backflow prevention device, and/or 2) the fire service line's backflow prevention device, GENERAL NOTES 1. Permits must be issued from VDOT prior to any construction in a public right-of-way, 2. The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way 3. The contractor will remove all mud and debris from the public right of way that is left by vehicles entering and leaving the site, 4. Any damage to neighboring properties including county roads and sidewalks, caused by the development of this site will be the responsibility of the developer. All damage must be repaired to original conditions, 5. A construction entrance must be installed in accordance with the "Virginia Erosion and Sediment Control Handbook" Section 3, The contractor must maintain this access for the duration of the project, 6. The contractor will t, esponsible for adequate and positive drainage of this site. 7. The contractor will obta:? a Land Disturbance Permit prior to any site work or construction. 8. All construction will be done following the laws and guidelines set forth by OSHA and VOSH. 9, The contractor will notify engineer of record of any discrepancies between the approved plans and existing site conditions, 10. The developer is responsible for the relocation of any utilities required by this site plan. 11, All Erosion and Sediment Control devices shown on this site plan shall be installed prior to construction. 12. All controlled fill must be compacted to a minimum of 95% density following Method 'A' of the Standard Proctor ASTM-D698, AASHTO-T99, or VTM-1 as applicable. Any fill placed under buildings, structures, or pavement must be inspected and approved by a professional soils engineer, A geotechnical report supersedes this note if provided, 13, The contractor is responsible for contacting MISS UTILITY prior to any site work. All utilities shown an this plan are approximate locations and not all utilities may be shown. 14, The contractor will contain all litter and debris on -site. The work must be left in an orderly manner at the end of each workday, 15. An approved set of site plans must be on -site during the construction process. 16, The contractor will notify all utility companies prior to excavation within easements. 17. The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty days. DEPA R TMENT OF INSPECTION GENERA L NO TES 1. Building(s) must comply with the Virginia Uniform Statewide Building Code Sections 304 (Business) & 311 (Storage) and the International Building Code/2003. Other codes that apply are ICC/ANSI All 7.1-03 Accessibility and the Usable Building & Facilities. 2, The requirements in IBC mandate either a fire wall (Section 707) or a fire suppression system if height and area limitations are exceeded for the type of construction under Table 507 of IBC. 3. A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for building permits. Plans must show all ingress/egress locations to the exterior per ICC/ANSI 117.1-03 and meet requirements of Chapter 17 of IBC, 4. Maximum slope across handicap parking stalls shall not exceed 2%. S. A greas%il seperator ,shall be installed if a floor drainage system is installed within the repair area. 6. The 2003 International Building Code can be utilized for building design. FIRE MARSHALL GENERAL NOTES 1. An inspection by the Fire Marshall's office will determine where curbing must be painted yellow. 2. "No Parking - Fire Lane" signs will be placed on the site by the Fire Marshall's direction. 3, The contractor must align the fire hydrants to the direction as determined by the Fire Marshall. 4. Burning brush piles of natural vegetation requires a permit. Burning construction debris is prohibited. 5, Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed. RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION #: EXP. DATE 1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth in the plans. 2. Note: An on -site pre -construction meeting is required with the Owner, Site Contractor, Public Works, & Designer prior to commencing any site work. 3. The contractor will possess a Land Disturbance Permit prior to any site work or construction, VDOT GENERAL NOTES V1. Al/ work on this project shall conform to the current editions and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal, or local regulations applicable. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. V2. All construction shall comply with the latest U.S, Department of Labor, Occupational Safety & Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules & Regulations. V3. When working on VDOT right of way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VOOT's Work Area Protection Manual, Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VOOT Road & Bridge Specifications. V4. developer shall responsible f r r The d e s a l be o relocating, at his expense, an an al/ utilities including traffic signal P9, P Y d 9 a c 9 poles, junction boxes, controllers, etc,, owned by VOOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VOOT, Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use VICINITY MAP SCALE 1 "= 2000' ��a � r "t3' '„ �+ ,.f�• �' u ; :'fir r 4 p m� f f � permits for any work on VDOT right -of --way. V7. If required by the local VOOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies PROJECT INFORMATION Owner Developer and VOOT prior to initiation of work. James]. Lantz James J. Lantz 6953 Middle Road 6953 Middle Road V8. The contractor shall notify the local VOOT Residency Office when work is to begin or cease for any undetermined Middletown, VA 22645 Middletown, VA 22645 length of time. VDOT requires 48 hours advance notice prior to any required or requested inspection. Phone - (540) 869-6828 Phone - (540) 869-6828 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 Building Setbacks Per Code? Existing Virginia Erosion & Sediment Control Handbook. Furthermore, access to other properties affected by this project Tax Map Number 63-((A))-99 Front: 75' 35' shall be maintained through construction. The Developer shall have, within the limits of the project, an employee Address 3199 Valley Pike Left Side: 25' 8' certified by the Virginia Department of Conservation and Recreation (VOCR) in Erosion and Sediment Control who Area 1.5641 acres Right Side: 25' 93' shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and Zoning M2 Rear: 25' 6' operation. Deficiencies shall be promptly rectified, Legal References Inst #0020081 Parking Setbacks Per Code? Proposed VIO, Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of Existing Use Warehousing/Residential Front: 25' 103' construction, Proposed Use Manufacturing/Residential Left Side: 5' 155' V11. All water and sewer lines within existingor proposed VOOT right-of-way shall have a minimum thirty-six 36 p P 9 Y Y () Zoning Data Right Side: Rear: 5' 141 5' S' inches cover and when possible shall be installed under roadway drainage facilities at conflict points. Open Space Minimum 15% = 10,350 sf V12. Any unusual subsurface conditions (e,g., unsuitable soils, springs, sinkholes, voids, caves, etc,) encountered Open Space Proposed 42% = 28,953 sf Use For Parking Unit Space per Sq. Ft during the course of construction shall be immediately brought to the attention of the engineer and VDOT, Work F.A.R. Maximum 1.0 shall cease in that vicinityuntil an adequate design can be determined b the engineer and a q g y g approved by VDOT, F.A. R. Pro posed 0,21 Manufacturing 9 10 em � 3 per 4 em p p p V13. All fill areas borrow material and undercut areas shall be inspected and a p approved by a VDOT representative prior Building Data to placement and fill. Where CBR testing is required, a VOOT representative shall be present to insure the Type of Construction 2C - Metal Loading Space: 12,000 1 per 40,000 sf sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. Total Parking Spaces Required 8 Existing Area 14,325 sf V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) Height Maximum 60 feet Pr. Parking Spaces 8 inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus Height Existing 20 feet 2% of optimum moisture for the full width of any dedicated street right-of-way, At the direction of VDOT, # of Handicap Spaces Required 1 density tests shall be performed by a qualified independent agency in accordance with VOOT Road and Bridge Specifications, Certified copies of all test reports shall be submitted to VOOT daily, unless specified otherwise. Sign Data Freestanding Sign Area Allowed 100 sf Pr. Handicap Spaces 1 V15. VOOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by Existing VDOT. Sign Height Allowed GU ,`.yet # of Loading Spaces Required 1 V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VOOT Existing minimum design standards and is the responsibility of the developer, Sign Setback 0 fert Pr Loading Spaces 2 V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VOOT on an account receivable basis following the Manual On Contact Numbers als and Signatures Uniform Traffic Control Devices, V18, The developer must provide to the VDOT Residency Office a list of all material sources prior to the start of construction, Copies of all invoices for materials utilized within dedicated be Engineering Firm: H OF any street right-of-way must provided to the local VDOT Residency Office to that Unit total be Montgomery Engr. Group, Inc. (540) 869-0308 j prior acceptance of work. and prices may obscured. Surveying Firm: V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density Montgomery Engr, Group, Inc. (540) 869-03082 Zoning Enforcement: BENJAMIN C. v will be determined using the density control strip in accordance with Section 304 of the VOOT Road and Bridge Department of Planning (540) 665-5651 M�NTGOMGOMERY Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VOOT daily, unless specified otherwise. In addition to checking stone depths, a Site Inspections:. �O No. 03 342 VOOT representative shall be notified and given the opportunity to be present during the construction and testing Department of Inspections (540) 665-5650 �4Q ,� 97 U F � of the density control strip. Erosion and Sediment Control: FS Cry Department of Public Works (540) 665-5643 SIONAL V20, Asphalt concrete pavement shall be placed in accordance with Section 315 of the VOOT Road and Bridge Sanitary Sewer and Water: Specifications, Density shall be determined using the density control strip as specified in Section 315 and VTM-76. Fred. Co. Sanitation Authority (540) 869-1061 A certified compaction technician shall perform these tests. Certified copies of the test reports shall be submitted to VOOT daily, unless specified otherwise. A VOOT representative shall be notified and given the opportunity to be Telephone: Verizon (301) 954-6282 THESE PLANS ARE IN CONFORMANCE WI77H COUNTY OF present during the construction and testing of the control strip, Electric: Aileghany Power (800) 654-3317 Gas: Shenandoah Gas Co. (540) 869-1111 FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APfPROVED BY THE 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 COAVSTRUCTION. explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VOOT for approval prior to placing Zoning General Notes pipe. Foundation designs shall comply with VOOT Road and Bridge Standard PB-1, Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization Maximum shall be determined by the engineer and approved by VDOT, 1. Exterior lighting will be provided �b g g p y wall -pack Environmental Existing Disturbance Proposed lights attached to the building & Ilightpol'es. V22. Approval of this plan shall expire three (3) years from the date of the approval letter. Features Acreage Allowed Disturbance 2. All lights will be shielded or direcited to prevent V23, VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. Floodplain 0 acres 0% 0% glare on neighboring properties, 3. Outdoor trash receptacles will be, in an enclosed p V24. VOOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with Lakes &Ponds 0 acres 0% 0% ° ° Wetlands > IAC D acres 0% 0% six 6 foot fence. ( ) VDOT's installation criteria. Final approval of guardrail layout to be given by VDOT after grading is mostly complete. 4. This project will not disturb an p j y environmental Sinkholes 0 acres 0% 0% Natural S. W. 0 acres 10% 0% Retention Areas features as defined by the Frederrick County Zoning Ordinance. 5. The owner will be responsible for obtaining or TRIP GENERA TION DA TA Steep Slopes >15% 0 acres 25% 0% granting easements shown on thiis plan. Woodlands 0 acres 25% 0% 6. Easements will be recorded and copies sent to the DATA TAKEN FROM THE I. T. E. MANUAL 7th EDITION EXISTING WAREHOUSING 3.83 PER 1, 000 Sf X 12, 000 sf = 46 VPD's PROPOSED MANUFACTURING 3.30 PER 1, 000 sf X 12,000 sf = 40 VPD's NET DECREASE IN TRAFFIC 6 VPD's LA NDSCA PING NOTES parties involved. 7. All utilities that will service this siite must be placed underground, APPROVALS SP #73-06 �1 L p 0 N W w oCO 0000 0 OD o v Lo � V > N L o N O , a� a (n L a 0) (D E rn � U O C 00 as 1 C o� c� �4 °a ro a; a M rN U�nOw�4� IQ, *yNMaLA�ON ~ vaa a va s a� aJ v a) a) QJ a) i� � M J Q Q u CR W �o N o0 . 4. Q OW rr� W Q 5 Z o LU��QQ O z Q a cn 04 Q o` o � UA p w L O w 1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations Frederick County Zoning Administrator Date Co and utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities. � Q o 0 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. ti ti and be well branched. The planter shall guarantee al/ plants for one year, 2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval. 3. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided 3. The Frederick County Sanitation Authority approval is valid for two years from date of approval/. If construction is DATE: OCT 12, 2006 to the owner. not in progress at the end of this period, Authority approval shall be void. 4. The Frederick County Department of Public Works approval is not enough to begin site development. The SCALE: N/A 4. Landscaping to conform with 165-36B of the Frederick County Zoning Ordinance, Planting Section and Planting owner/contractor must obtain a Land Disturbance Permit and agree to periodic inspections. shall be void. Procedures and Maintenance, Plant substitutions will be allowed with the approval of the owner and the Frederick 5. The Frederick County Department of Inspections approval does not constitute a building permit, Building plans FILE NO. 06-196 County Planning Department. must be submitted and approved prior to constructing any structure. Furthermore, the site must meet all ADA requirements and be approved by Inspections. SHEET 1 OF 7 /Y IN GP, 11A' 0 S E D fi ii 746 ,90 (VERIFY,ATCH EX)INV IN �pl"7 �� � \ tiF \ /INVdpO OUf/ 73769 pR • EX OR q NEW 6' WOOD FENCE �Sti� \ ��� �� �� \ JERKY 0 63-A-106 GRAPHIC SCALE ( IN FEET ) I inch = 30 & sr N 06. D.B. &'-I PG. 486 B2' ip ZONE. RP /// /'�1, ti \x,�a� \ . \\ \ \ USE: RES. s♦ / + / - 8" 21 PVC"-\ Nx 63-A-107 /` s ^ , CFSM, LLC 288', 0 15%, 74 MAPLE INST. OD40005185 -IX 240 MA LE x6l 63-A-105 DAVID R. MILLER, Jk D.B. 373, PG. 431 ZONE. RP 61 RES* EXIISTING 6USE)OD FENCE 71, /V\ cb A It �SA EAS�m. I/Y 4 c 7— %J 4 x TOP" vk INV \ lip INV v w"'sT -- , MELL 04 -/82 , -VACANT p ASPH J\ u 747 NEW 6' WOOD FENCE 748 CG-6 WEI STOP SIG /30"x 28 65'- 1 30" �750.6 7 HT G-rll Yy ST-OK 83-A-100 YOUNT REALTY. LLC R26,1001". NTRANCE INST. fD50029494 112�x R,CPfk-- INV, N' 748 A 82 ZONE USE USED AUTO SALES S60*30'24"E 7 731 /V1 10 491 s ZONE: M2 USE: VACANT BERM I STY METAL BLDG FF-75529 EX USE, WAREHOUSE/IRE , �SHEE TO BE REMOVED PROPOSED USE: MANUFACTURING 1% 0 s FOR FUTURE PARKING 20- L=ST S, EP STOOP UTUR PAR EP 756.1 4.00' 9.00, 06 C/( P-- fin. 4" PVC S R C LIZ.- OF T INV 75.67 Irl 1 .35 DUMPSTER ISAD S-1 w/� FENCE 020.00 0'x10'/ I I — 11'� 75 .00 \ / / 4" SCH 40 PVC BUILDING ApprnpN 7- 164' 0 4.37% 1, -'24' MAPLE C EXISTING SEPTIC -3 TIE Tor, NEW SEWER Ilk CLEAN OUTS 50' o.c. TANK VERIFY DEPTH FOR INV 52.69 ISTY METAL BLDG FF-75"9 CK A 2 STY N-Da JAMS J. LANTZ i FF=75B.90 `NS@ EX USD RES 63—A-99 GRAVEL 1.5841 ACRES 2STY wn 52.69 DIIST 6 0020081 FF=75847 ZONE! w EX USE- RES 63-A-97 EX IUM WAREHOUSE/RE JOIHN V. DOYLE & CONCRETE i :;:ALE JAMES M. RACEY. 11 PROPOSED USE: MANUFACTURING SLAB D.B. 738. PG. 385 ZONE. 82 PORCN USE. INSURANCE SALES 2 --c \'IIOPSOI� "I An EX: ASPAALT SIL OHE— FIVE Z� EY' sv!) SV9 TURNING LAN� 50,00' 24' WHITE THERMOPLASTI BAR C" 50.00'- VALLEY A MME— US R007, 11 35 A(P.H (80' R11w)REMOVE CURB ROUTE 11 AS REQUIRED SIGHT DISTANCE U.S'. 1000' + Q EED LIMIT 35 MPH zz-- O svo ESTRIAN EASEMENT TO RE SEWER N - /' - U RE- TH 12, mlkPLE GRAVEL INSTAL D WHEN I '-- •A, 34.94' ItJBUC SEWER C 77� �94,77- --bNF oi-IE SVC sv�j - SVD ---- svq --s svo J, ------ SIGN -A, SIGHT DISTANCE VALLEY AVENUE loon' 1w O Seal an,Signature uj L PLT H OF u.j Lu u- u BENJAMIN C. 3 KONTGOMERY 0 No, 030342 4 ' S ZONAL DATE: OCT 12, 2006 SCALE: I" = 30' THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK COUNTY STANDARDS AIVD ORDINANCES. ANY DEVIATION OR FILE NO. 06-196 CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION, SHEET 2 OF 7 EROSION AND SEDIMENT CONTROL STANDARDS EROSION & SEDIMENT CONTROL NARRATIVE '. NZ U CG-6 LL `L o L- CO r oil stabilization shall be applied to denuded areas within seven days after final grade is 1. Permanent or temporary a y s pp the Temporary stabilization shall be applied within seven days to denuded areas NOTES: ,. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE. � O CEO reached on any portion of site, soil that may not be at final grade but will remain dormant for longer than 30 days. Permanent stabilization shall be Project Description 4000 PSI IF PRECAST. 3• CC) CO applied to areas that are to be left dormant for more than one year. PP y This site is located on the Valley Pike near Shawnee Dr. The purpose of this development is to change the existing lot to asphalt and add COMBINATION OR L &GUTTER HAVING A RADIUS CURB&SHALL ��ooR AS SAL COMBINATION CURB p Lo 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 gravel parking, 4. FOR USE ER STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER ° LLL BE CONSTRUCTED PARALLEL O stockpiles on site as well as borrow areas and soil intentionally transported from the project site. Existing Site Conditions TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA EDA FOR THE of E 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized, Permanent The lot is developed and has a current use of warehousing. CG-6 IS BASED ON ROADWAY CLASSIFICATION NDDESIGN IN OF DESIGN BREED AS SHOWN IN APPENDIX A 2" R OF THE VDOT ROAD DESIGN MANUAL -p vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to inhibit N c 'r survive and will erosion. Adjacent Parcels p 0 V a 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 The area to the east is vacant. The side areas are developed B2, 6. N M < aro disturbance takes place. soils r-r °• ° ° �•, �•, �•, (n V O ® E 5, Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. The soils types determined from the USDA's "Soils Survey of Frederick County, r ° ° D ° n ° v " o VA shows Carbo-Oak/et rocky silt loams classified as #6C, This soil is D c 6.Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be predominately yellowish brown silt foams over bedrock and offers 'severe' __�-- -------'------------------ - THE BOTTOM OF THE CURB AND TT MAY BE CONSTRUCTED served by the trap or basin. erosion hazards. PARALLEL TO THE SLOPE OF 6" 2'-0" SUBBASE COURSES PROVIDED A a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap Erosion Control Program MINIMUM DEPTH OF 7• Is MAINTAINED.THIS shall, only control drainage areas less than three acres. AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR b.Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three • Erosion and Sediment controls shall be installed prior to disturbance, Maintain acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic controls and stabilize upon reaching final grade. 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 General Erosion and Sediment Control Notes (VESH Table 6-1) 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 ES-1. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be constructed and maintained according to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected, minimum standards and specifications of the Virginia Erosion and Sediment SPECIFICATION RENCE REFE10 COMBINATION 6" CURB & GU TITER Control Handbook and Virginia Regulations 4VAC50-30 Erosion and Sediment Control Regulations. 8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or 502 REV. 9.03 permanent channel, flume or slope drain structure. ES-2, The plan approving authority must be notified one week prior to the NRGINIA DEPARTMENT OF TRANSPORTATION 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided, pre -construction conference, one week prior to the commencement of land 10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water disturbing activity, and one week prior to the final inspection. R7-8 MAND ,.4P 3' MIN. 112: 1 -N 12: 1 3' MIN. cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. ES-3, All erosion and sediment control measures are to be placed prior to or as (PAqKM � RESERVW Iti II.Before newly constructed stormwater conveyance channels or pipes are made operations,, adequate outlet protection the first step in clearing. ANY BE PLACED CG- 6 CG- 6 PA )iM i°MDaES s� ism off ors Br and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. ES-4, A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. W of• Accr�eotm AaKRsnl� n,E m AEOW TO ACOOM"M D\ WES ) t 12, When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control El, 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 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 VAN I ACCESSRLE E armored by nonerodible cover materials. in areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority, t. EFFronvE PEnw.n';1 .pJLY 1, i988 13. When a live watercourse must be crossed by construction vehicles more than twice any six-month period, a a�w-AMc4Y ZoA� ONE° temporary vehicular stream crossing constructed of nonerodible material shall be provided, ES-6. The contractor is responsible for installation of any additional erosion � 14, All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. control measures necessary to prevent erosion and sedimentation as determined d 15. The bed and banks of a water course shad/ be stabilized immediately after work in the watercourse is completed, by the plan approving authority, PARKAVC S(tRFACE NOTES: SAP OF avlotm) 1. H/C SPACES WAY NOT EXCEED A 2% SLOPE. 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable 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 HANDICAP PARKING SIGN DETAIL 2. RAMP BUILT TO VDOT CG-12 STANDARDS. 3. WHITE criteria: final stabilization is achieved. (WIT70 STRIPING SHOULD BE 3" WIDE. 4. H/C SIGNS TO, BE SET 3' BEHIND SIDEWALK a. No more than 500 linear feet of trench may be opened at one time. ES-8, During dewatering operations, water will be pumped into an approved OR MOUNTED TO BUILDING IF POSSIBLE. b. Excavated material shall be placed on the uphill side of trenches, filtering device, c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or in that does affect flowing streams or off -site property. ES-9. The contractor shall inspect all erosion control measures periodically and after each runoff -producing rainiFall event, Any necessary repairs or cleanup to CONSTRUCTION OF Al SILT FENCE (WITH WIRE SUPPORT) both, and discharged a manner not adversely d, Material used for backf<llin trenches shall be properly compacted in order to minimize erosion and promote 9 P P Y P maintain the effectiveness of the erosion control devices shall be made immediately. i. SET I+OST3 AND EXCNIAiE A 4'X4' Z SifAP'LE 1MIE FENCNO 70 TF� P067S. WSWE AUaa niE LNE stabilization. OF roars e, Restabilization shall be accomplished in accordance with these regulations. Frederick County Note:�y The Public Works and Engineering Department will retain the right to add to or these during the f.Applicable safety regulations shall be complied with. modify erosion and sediment control measures construction process, within reason, to ensure adequate protection to the public and 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the by the Where sediment is transported onto a paved or environment. -�/'�` ��II -�j"-�. W transport of sediment vehicular tracking onto paved surface. 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. J O JFLO/ ~ \ 18.A11 temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization ors by the local authority. 4 Q O �� N z� after the temporary measures are no longer needed, unless otherwise authorized program Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. o raE 7 rw� 4. L ATHe FENCE TF�E FLT>� FAND Elfrf]O IT NM TtE 7REtICtI. ®aGVAtTEa OL. S J � 0 U ti 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 storm water runoff for the stated frequency 24-hour duration in with the following standards and criteria: storm of accordance �Illtrai58A of eaa► ra �R ,Y,� ,� �� ,�Z\,, ��.STORMWATE R N FFANALYSIS U O Existin Conditions , ;' r UJO °�=;� \ � / '� � / 1 Existing site is developed. The following is an analysis of the existing stormwater runoff rates, ' / ' l� � -N we WAMI ! p.Agp� / / DAMP 431 � M ` �/ "od'•�•C� ,' '' \ �Ilia "M EKWO 0q OF FWX NO VRE WM TINE 7NDO. FILM FABRIC 1 a Two -Year Storm - //T� - 73 cis tiC Ten -Year Storm - Q=4.56 cfs 100-Year Storm - Q=7,96 cis i a uw o wal�rcn /� / XISTIIG UNDID NS��"=5 ` PLAN (SCALE 1 IO0 i /J/) \ ' �' / ) // \ • i ! ! \ a A P` \ \ 3 dkawi' ,.,cl ' `q\\` wnE Proposed Conditions \. 11� �%�� �2i` Change the existing gravel lot into to ashalt lot and add parking lot to rear. Retention added to northern corner, ti�a v i �/` , , J 1 / �� _ o �ru ��� l �� y Seal an /� Signature Q Two -Year Storm - Q_ 2,60 cis (� \ \�\.'" vaw' "° %/: /((// [\ / / O Ten -Year Storm - Q-4.14 cisXWOM 100-Year Storm - Q=7, 08 cfs ""' .' < . / �^ / 1 ` \ ,' ` / ' / . l' l ` tir 11�T H OF' �P Vr Q (3 � W LL 1O W 2' 04 .wvas a e m >tus--'�-_-/^ `� �`v • � V -WI emJILn 1 \ / a � III U BENJJAMI�J C. y MOIWTGONIERY No,, 030342 42,, W kz \ o 0 N �o 0 j- ONCKM a w V%6 r� \ ` i / \! %; Otc _ / Ewa w,s uftAN VSWENT 65-A-4m ORAL / YAW WAA LLD - PAW I NA DATE:WL OCT 12 2006 SCALE N/A 1 \ :��-• --- z,�.�,L� eS-S��S:�- _ \ _-7\ �`\ 7 THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK FILE NO. v�,rrc1v�nuLT-vs r�ot�7rt - �- -- ram tt ANOW COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING 06-196 Y �� W" 7 ` C C ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 3 OF 7 __ _ o �Q U LL CO N 0 o CDQ CO 00 Lo �� ♦ / i / 7 NO rn \ � O N JERRY 0. LOUIS B. CLEMONS♦3p6. > 3 \ \ D.B. 5W. PG. 486 c h I/ \ / , \ \ ZONE: RP �`�\\ ` ^" / o Q.. \ \ , \ \ USE: RES i♦ t 1� �O E \ �� \ ♦ ,�, �/� / �, / 6a--A-107 GRAPHIC SCALE o U \ \\♦ \ t LLC 30 / coo CFSM 005185 / ' 9j ' 0 10 30 60 120 INST. /040c ZONE M2 ♦ ♦ C y USE VACANT 4MAPLE 24' MA / \ { \ ����,�� ♦ { SF, ( IN FEET) 1 / 63-A-105 inch = 30 ft. / � � ' �� 1 \ DAVID R. MILLER, JR. ` ` BERM , D.B. 373, PG. 431 s` ZONE. RP , 1 STY PETAL BLDG — =_—.- "" ♦ 1 USE. RES. ✓ FF=75529 EX USEt VAREHOIISEAM j ! 9 ♦ \ a •F. ; i 2O LOCUST S• STOOP oo I SF 146 V,SSM TOR/ 74 / / EGRAVEL n ♦ J / INV" IN 7. O r I 1'1/ l i M r min^� ' \\ S q ' �r �!" / v I V OUT 46. / 1 i r l y �` pv1 f r 4 Mil ,MELL 1k Ft6, LLC CA� ZON-A82 ,y `- me 2e ?s.,�k : ♦ / / t ACANT \ / ! / t 1 ` r 1 STY PETAL BLDG CONC i /\ % I&$• / ` TOOP FF=75669 CK ABU \ i ♦gN), , I 2 STY BL.DG. 147 i JAPES J, LANTZ'� I FF=738.90 63-A-99 EX USES RES c \+ ♦ / All 1.5841 ACRES 2 STY BLDG. 1 GRAVEL, INST M 0020081 a \ ZOPEI M2 7 EX USE RES I `. 63-A-97 ® --?e,--- JDHN V. DOYLE Qc EX USE' VAREPIWSE/RE � / w 30 MAPLE �JAPES M. RACEY, II 7�8 ` \� \ 1r' ` J t \ SLAB ZONE B2 \ , ( I \ D.B. 738. PG. 385 `C� EX GRAVEL `, ' ; + ,_ PORCH USE INSURANCE SALES ----CsG-_- _ ` AEB~STRIAPE EASEMENT ti \\\ \` 83-A-100 VY STD / L - ------ 1'6R.gU`TURE PATH .12 MAPLE � \MA YOUNT REALTY, LLC Y , \� INST. /050029494 \� 12"x ,off' RGp� RELOCATE SIGN �) i/ - 82INW ).. 748.3.\ 3 S t USE USED AUTO SALES i S603. \ 4" \ tea! ©U? '�'e'z``� — - - -- — - - -�s , \ -�o, .. \ --_..__� _-,.• �, � TOPS01{` AND SEE 10.49 / \ ^ -CX:ASPAAL _ 7 c? QI�C_�"lALL --� QHE "�_ Cam-- (J°!�'' -- -- L1HE --- --r-- - tiE \ — N-, - - OHE d� S jc� S�9 -� svo SHO Sk+O StiJ9 _—SS�r `. _ SH9 � �5 St19 -r— Stj9 — - SY/9 St�9 Wiz- S�9 `SF17 SHE -----_ - - -_-- c , d SiGN---------- ----- -` �— - - ----- --r lbL .ROUTE I1 U.S: ROUTE 11 Q / / VALLEY AVENUE I �� c I I , I I , (' f 80' R/W U _T __ _� _ CrUA N o 0 O ZZ)V - U-) C z 'L Lij O O l Seeding Schedule (per section 3.32 of VE_S'H) 04 LQ 1.)Topsoil will be spread at a minimunn depth, of 4 ". 2.)Pulverized agricultural limestone wiill be incorporated into Q 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% Kentuicky 31 Tall Fescue and SEE STORM WATER ANALYSIS N SHEET 3 SEE E & S NARRA TI VE -v SHEET 3 RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION #: EXP. DATE 1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth in the plans. 2. Note; An on -site pre -construction meetin, g 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. 33% Red Clover, 5.)Straw mulch will be applied to all weeded areas at the Z p rate of 3500 lbs per acre and anchorecd with cutback, or Q emulsified asphalt applied at a rate of 200 gallons per acre. (~'A C� z Q Seal an Signature z o CL �o + � H OF > > w o +fpc o Cr. f2 BENJAMIN (C. U MONTGOME:RY R R o �o No. 30,42 SSIONAL DATE: OCT 12, 2006 SCALE: 1" = 30' THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK FILE NO. 06-196 COUNTY STANDARDS AND ORDINANICES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE AIPPROVED BY THE ZONING SHEET 4 OF 7 ADMINISTRATOR PRIOR TO CONSTRUCTION. III Prune codominant Prune rubbing or cross bronches Remove tags and labels �'"-- DO NOT purne terminal leader or branch tips Prune narrow crotch angles & water spouts Prune broken branches Prune suckers Cut away all balling ropes 2 =3' muk:h kept Remove top of wire basket away from trunk Sol! well to contain water BackfJll soli .. Partially backflll, water to settle Widen and score soil, flnJsh holes In wall 1 � bockfllnng Area for water Remove container and drainage (Pipe cut circling roots if or #lie could container —grown, or be Installed) as much burlap as Leave sohd soil pedestal — do not possible if field —grown d/g deeper than ball depth Dig hole 2-3 times root ball wkdth TREE PLANTING DETAIL (NOT TO SCALE) Prune out any dead or broken branches, remove all tags, labels, strings, wires, etc. from plan. 2-3' mulch ?-3" Saucer Set top of mot ball J. equal to or 1-2' above grade. Lv, iL �!!;s din Remove container, use sharp blade to make four 1/4 =1' cuts the t'.f • t'; •; 1 y ' <; length of ball and cut a 1 4' X on bottom of ball, loosen compacted roots. •�S C 2- CONTAINER GROWN SHRUB Prune out any dead • nr breken branches. all togs, labels, wires, etc. from i' mulch Set top of mot ball equal to or 1-2' above grade. P rope & burlap Dot ball. Dig hole 2-3 times width of root ball. BALL & BURLAP SHRUB SHRUB PLANTING DET�IIL (NOT TO SCALE) LANDSCAPING SCHEDULE+ Street & Canopy Trees Planting Size Mature Symbol Common Name Botanical Name Fall Color_ Quantity Height or Caliper Height RO Red Oak Quercus Rubra 2.5" Caliper 50'-75' Brown :,, 14 PO Pin Oak Quercus Ellipsoidalis 2.5" Caliper 50'-70' Red 13 0 PI White Pine Pinus Strobus 4' Tall 10'-20' Evergreen 30 Shrubbery & Groundcover Planting Size Mature Symbol Common Name Botanical Name Fall Color Quantity Height or Caliper Height LC Leland Cyprus Cupressus 4' 4' Evergreen 30 ® CC Cranberry CotoneasterApiculatus 24" Tall 4' Purple 0 Cotoneaster ,( Boxwood l� BW Boxus 36" Tall 4' Evergreen 11 Viburnum LA NDSCA PING 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 17110=2 Large Canopy Trees Pk Perimeter/40 515 4 =13 Preserved Tree Credit: <19> LANDSCAPING TOTALS Type of Vegetation Total Required Total Proposed Large Canopy Trees 27 27 Shrubbery 11 11 Evergreen 1 60 60 >N_ U LL O LL OD N W O C') co Co o9 OD 00 OD 00 O C� E o U Z N � O N p �N� Q ro a , 4k � 3 N ag COO �o� 1: _ _o 0o [!LW1h'._ 0 � Q � C� Q Seal a d )SIgnature � ; Q O �P\-T H op > > w I W w LU LIO rY Seeding Schedule (per section 3.32 of VESH) BENJAMIIN C. y LLj o MONTGC)MERY' No o 0 1.)Topsoil will be spread at a minimum depth of 4", o 2� Q 2.)Pulverized agricultural limestone will be incorporated into No. 030'?42 cv 0 ry N the soil at a rate of 92 lbs per 1000 square feet (2 tons per acre). SSIONA L. 3.)Fertilize with 10-10-10 at a rate of 23 lbs per 1000 DATE: OCT 12, 2006 square feet (1000 lbs per acre). SCALE: 1" = 30' 4.)Seed mix will consist of 67% Kentucky 31 Tall Fescue and 33% Red Clover. THESE PLANS ARE IN CONFORM.,ANCE WITH THE FREDERICK FILE NO. 06-196 5.)Straw mulch will be applied to all seeded areas at the COUNTY STANDARDS AND ORDII'NANCES. ANY DEVIATION OR rate of 3500 lbs per acre and anchored with cutback, or CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING SHEET 5 OF 7 emulsified asphalt applied at a rate of 200 gallons per acre. ADMINISTRATOR PRIOR TO CONSTRUCTION. SILT FENCE CULVERT INLET METER BOX and COVER general backfill ° PROTECTION � N CO METER SIZE METER BOX METER BOX COVER O� t7 = Non -Traffic 74M32CRG O 5/8" x 3/4" or 3!4" 18 in. Dia. O 0)Traffic A32HH-T � O 8" 8" � � Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) 1" 24 in. Dia. trench width O 24" select Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) as required t backfill 7O[ Of fil 6" dia. schedule 40 steel Ctl1.Wt? treated 2"x 4" with pipe filled with concrete g meter box top 6" painted blue and panted yellow All backfill to be compacted to and cover finished 6" finished 0 95% of ASTM D698 maximum I--sidewalk—�—. — 5 ff 24" 1 grade r 2• density,concrete pad 18' dia. �•• V-6" dia. x 6" deep meter by concrete stone 6" 18"-21" F. S.A..finished encasement- �-3'— O finished 3" stone grade i' % �p O U 36 STANDARD grade box "38 �<,-;7 N t� :: is general backfill 9 eneral backfill TOE GF ftl. •� •�� PWI•"••• E 9 • BOLLARD DETAIL q� 8"-10" 48" t1 „ � FBI([ 4" stone a • O U 0' IBM�1 � tJIlfMILE 16 f101Nco tl N i q TOM40 !]�YrORIR 1"CT polyethylene S I e lene P Y Y L W 8" 8" 8" -- 8" tubing (PET) 200 screw type concrete R� psi with SS inserts : •::^: ^ 12"7 adjustable valve box qg min. O 0 24" select 24" select ,- backfill backfill * at all connections location marker K: • OPTIONAL STONE COMBINATION cooncrete ad 1'6'di •: :z:::: stone valve restrained q a• saddle, .:8"''':' '8"min.' _ as required P a.x6 deep stone ti� corp stop f , 6„ joint restraints to main finished g" 1 grade ` 1/2 O.D. tA' 1 6• stop 2' min. - 6' max. 1/2 O.D. .......... r s .y. ................... M Opposite Side 6, 12 gauge insulated 4" stone 9 9 (I concrete 6" stone 6 •'""""" screw e copper wire for line Same Side 1"coupling stone to be type •!'7 .. � �, •.^ �; % .i•.•.i•r �.:•: rt.•.:�.•rr.•.:•.i{:.•rr. � . 4•rh minimum of 6" adjustatde F1DIF tracing, taped at 10 (PJ X FIP) C1444 ,� r CRADLE CONCRETE ARCH valve box locator m CONCRETE RA —.�- y� •• •• �• •• •• '� -• •. general toot intervals with SS insert and �.�•• .•�--�•�..•.� �•.••�•••.•••��••�•�• •�",-�; -� - .• �.••• .•..•-�•••..••• 9 MIP plastic plug ,,., • r :. .- stone above top of base marker COPPERSETTER stone 18" to 24° --.� stone / 81x 8°x 16" solid block • Oft_ AOOI�k1E CtA� I t P meter Opposite Side Same Side (for valves 12" and larger) joint size restraints 70 KMAf >T i1011[ ' M�1 g^ 5/B"x3/4" VBHC72-18WD-44-44-64 VBHC82-tOWD-4444B4 8, i�0it 1RiAp1Y OF ROWa E%FBSI® 3/4" VBHC72-18WO-44-4484 VBHC82-18WD-444464 --- 24" select 1" VBHC74-15WD-44-44-B4 - N/A - Note: this detail is also used for butterfly valves backfill INSTALLATION NOTES: II II SOURCE: ADAPTED from VDOT Staudard Shmtx SMA Va. DSWC PLATE• 3.08-1 1. Exact location of meter box assemblye to b approved prior to installation. • Y ' f 2. Water service crossingstreet: ............... . :......:::............................::..:..::. .... • N 6" a) Encase in 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the � Y •, street, to one foot beyond sidewalk. joint INLET PROTECTION NOTE: y 5v"velteevnth b) Install 12 gauge insulated copper wire (tor line tracing) from corp. stop to into the meter box [wrap wire around corp. 6' branch 't•t' 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 CONCRETE ENCASEMENT IS NOT ALLOWED IN FREDERICK ° ° " rr GATE VALVE FIRE HYDRANT ASSEMBLY SEP 05 5/8 x 3/4 , 3/4 AND 1 METER INSTALLATION TRENCH & BEDDING COUNTY. CONTRACTOR MUST INSTALL -7- SEP 05 -9- SEP 05 -1- SEP 05 THE OPTIONAL STONE ARC AS SHOWN. TREAT WOODEN PANEL S T ONE CONSTRUCTION ENTRANCE WITH WATER SEALANT. SDR 35 spigot SDR 35 spigot by R by gasketed SDR 21 gasketed bell 45° bend bell adapter 70' MIN, EA ST 2 finished I A 3� grade ! 5.1 8" TA ja concrete skid pad • MOUNTABLE BERM , IS" dia. x 6" deep a AIIN A (OPTIONAL.) 4" stone FILTER CLOTH s 3'minimum----� SIDE ELEVATION (OPTIONAL) Panella Model PA4SV-CSK (4'� SDR 21 gasketed Valvco, Inc. cast iron cleanout cap with brass EXISTING GROUND SDR 35 8" x 4' pipe and fittings Fig. No. 71 BOB—► plug having a countersunk square (DOWNSTREAM VIEW) gasketed bell wye SCH 40J �L�wIE[ 3 with lid marked head solvent weld cap � '� "SEWER' � 70 MIN. —7— VM SDR 21 - cleanout pipe H WASHtACK 10' COARSE E1 AGGREGATE TYPICAL 6' TALL BY 8' WIDE DOG-EARED property bottom section ( (OPTIONAL) lineM-T of box _L FENCE PANEL, INSTALL ON 4'X4'X8' finishedm TREATED POSTS SET 3' DEEP, grade t8" brick base t?1 3 •z.:'•i • 10' MM •'.;:•.• .•:.•. le MIN. � w " DUMPSTER ENCLOSURE/SCREENING EXISTING sanitary :: �; PAVEMENT SDR e R FENCE DETAIL ~I sewer main wy —� SDR 21 45° bend location marker 5 36° min. 45° SDR 21 - L cover VDOT #1 I �� POSITIVE DRAINAGE 10' MIN. N r T r S r -.-s COI AGGREGATE B TO SEDIMENT 2-10 ACRES OF stone .;� .,,A .-. •., . TRAPPING DEVICE _L DRAINAGE AREA: (� Q ,c :�a.. .1 .i.,.. ..tn.,• .I.I ,.Y•;l .d.�t: u•K: •G,.,M�. rC: :.' ..: tii".. t 45° ta" 1:,.R.a�, MUST EXTEND FULL YYIDTH :.� • OF I AND EGRESS PLAN VIEW (~� 6" stone bedding OPERATION `-' . ••';, 4' OF 3000 PSI Q ' LY treated 2"x 4" with 8" :r ~ tops" painted green 12' �+• ' •• ' `'' '' `� ' CONCRETE W/ FIBER :, 14ft _1 (J) 4" pipe at 2.00% 3' 4' OF 21—B COMPACTED 3• minimum grade TO 95% DENSITY' Q CC N O Q .•.... 3` MIN (OPTIONAL) SUBGRADE FREE OF ORGANICS o O FALTER UXIT I (DOWNSTREAM VIEW) & COMPACTED TO 957. DENSITY U SECTION A —A Q O' 14 VWT #1 TYPICAL SIDEWALK J � W COARSE AGGREGATE SECTION 1p r}1. '' .�: �.•'• t 't• .'it FLOW ,�= j , 4. SEWER CLEANOUT "� :•;. 8' OF 3000 PSI CONCRETE W/ SEWER LATERAL -19- SEP 05 WOVEN WIRE REINFORCEMENT FOR MAIN WITH COVER 15 FT OR LESS 8' OF 21-B C❑MPPACTED -17- SEP 05 REIFOtCED CONCRETE SECTION B—B DRAIN CLASS I RIPRAP TO 95% DENSITY' Q SOURCE; ADAM from qa SdmKd CmbL and ft DW pk& 3OY-1 SOURCE: VA. DSWC PLATE. 3.20-1 �j SUBGRADE FREE OF ORGANICS & COMPACTED T19 95% DENSITY L5' OF SM-9r5 TYPICAL DUMPSTER TEMPORARY DIVERSION DIKE SPACING BETWEEN CHECK DAMS 3' OF BM-250 SECTION o 0 8' OF 21-B COMPACTED Q A ado (') - TO 95% DENSITYLQ L THE DISTANCE SUCH THAT POINTS �, z ►� do Compacted Soil A AND B ARE OF EQUAL ELEVATION SUBGRADE FREE OF ORGANICS Seals and Signatures Q Q PIPE OUTLL�r TO WELL / & COMPACTED TO 957. DENSITY a DEFUM CHANNEL 18" min. p O OO Flow TYPICAL PAVEMENT \_TH Op PLAN VIEW SECTION UNDER ENTRANCE, �P �t o W w w 11 DRIVE AISLES, AND La B LOADING AREAS BENJAMIN C. D W10 0 x MONTGOMERY o 0 0 �---- 4.6 min. ---I 2 OF SM-RA ° No, 030342 >x O Q N d ' OF 21-B COMPACTED S 6T� SECTION A -A TO 95% DENSITYYs\ir�C�~ rH.M ctalx aslr Dr NY -NY; RXCOMMIMM raa IIfinNs PEgDlai'ss ONA L DATE: OCT 12, 2006 NOTES: 1. APRON LINING MAY BE RDPRAP, GROUTED RDPRAP. GAMON BAMM, OR CONCRETE. SUBGRADE FREE OF ORGANICS 2. is IS THE LINOTH OF THE RDPRAP APRON AS CALCULATED & COMPACTED TO 957. DENSITY SCALE: N/A USING PLATES 3.18-3 AND 3.18-4. SOURCE: VA. DSWC PLATE 3.09-1 SOURCE: VA. DSWC PLATE. 3.20-2 THESE PLANS ARE IN COAVFORMANCE WITH COUNTY OF 3. d - 1.5 Tn= THE MAXOIUM STONE DI WMM;. BUT NOT TYPICAL PAVEMENT FREDERICK STANDARDS ANID ORDINANCES. ANY DEVIATION FILE NO. 06-196 LESS THAN a INCHES. SECTION UNDER THE OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE Source: Va. DSWC Plate 3.18-1 PARKING SPACES ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 6 OF 7 CG-6 NOTES: I. THIS ITEM MAY BE PRECAST OR CAST IN PLACE 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SH&L BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT, S. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A ' 4" ' 2" R OF THE VOOT ROAD DESIGN MANUAL. 6" 1.•I,. s 0 A R D A D e s D P o 0. A 6 a P 6" I 2'-0" r- THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR KdttHtNCt COMBINATION 6" CURB & GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION R 5 DOWELS, 8" LONG A PERMISSIBLE AT 12" C•C 14K CONSTRUCTION JOINT 12:1 MAX a 12:1 MAX 8 2' "� B RA.tP (SEE TABLE) TRUNCATED DOMES A SEE SHEET Ior 4 FOR DETAILS 5'-0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 20 ;1 48 i -2'MUN.- SECTION A -A PERMISSIBLE CONSTRUCTION JOINT mnRlmmmWSfi SECTION 8-8 NOTE: FOR GENERAL NOTES ON T14E DETECTABLE WARNING SURFACE, SEE SHEET t OF 4, TYPE 8 PARALLEL APPLICATION ROADWAY GRADE MINIMUM RAMP LENGTH IN PERCENT IN FEET 3 C u 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. 41 CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK REV, 9/06 2QL03 I NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. SHEET 3 Of 4 SPECITICAIYJN 05 CC-12 DETECTABLE WARNING SURFACE 502 TYPE B (PARALLEL) APPLICATION REv.7/05 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06 Section 2B.04 STOP Sign MI-1) Standard: When a sign is used to indicate that traffic is always required to stop, a STOP (RI-1) sign (see Figure 2B-1) shall be used. The STOP sign shall be an octagon with a white legend and border on a red background. Secondary legends shall not be used on STOP sign faces. Section 3B.16 Stop and Yield Lines Standard: If used, stop lines shall consist of solid white lines extending across approach lanes to indicate the point at which the stop is intended or to be made. Guidance: Stop lines should be 12 to 24 inches wide. Stop lines should be used to indicate the point behind which vehicles are required to stop, in compliance with a STOP (RNLI) sign, traffic control signal, or som e other traffic control device, except YIELD signs. If used, stop and yield lines should be placed a minimum of 4' in advance of the nearest crosswalk line at controlled intersections, except for yield tines at roundabout intersections as provided for in Section 3B.24 and at midblock crosswalks. In the absence of a marked crosswalk, the stop line or yield line should be placed at the desired stopping or yielding point, but should be placed no more than 30' nor less than 4' from the nearest edge of the intersecting traveled way. Stop tines should be placed to allow sufficient sight distance to all other approaches to an intersection. Section 2B.06 STOP Sign Placement Standard: The STOP sign shall be installed on the right side of the approach to which it applies. When the STOP sign is installed at this required location and the sign visibility is restricted, a Stop Ahead sign (see Section 2C.29) shall be installed in advance of the STOP sign. The STOP sign shall be located as close as practical to the intersection it regulates, while optimizing its visibility to the road user it is intended to regulate. STOP signs and YIELD signs shall not be mounted on the same post. Guidance: Other than a DO NOT ENTER sign, no sign should be mounted back-to-back with a STOP sign in a manner that obscures the shape of the STOP sign. Stop lines, when used to supplement a STOP sign, should be located at the point where the road user should stop (see Section 213.16) If only one STOP sign is installed on an approach, the STOP sign should not be placed on the far side of the intersection. Where there is a marked crosswalk at the intersection, the STOP sign should be installed in advance of the crosswalk line nearest to the approaching traffic. From " Manual on Uniform Traffic Control Devices" 2003 Edition CG-11 I I I A-1 XKSTREET APPROACH SAVE SURFACING AS MARAINE ROADWAY GENERAL NOTES SHOWN ON PLMIS) (SEE NOTE 6) Crl C -------�- 1 L WHEN CG-111S USED FOR STREET CONNECTIONS C NE noNs THE CONNECTION MUST BE DESIGNED IN ADcoRDAriCE WITH 1 (RADIUS TO BE AS AASHTO POLICY AND THE APPLICABLE REQUIRE RADIAL COMBINATION SHOWN ON PLANS)DISTVDOr ROADNCE DESIGNMAdJAL, INCLUDiNC SIGHT CURB AND GUTTER CG-BI ( NOTE 7) 2. TURNING REDS OF CANTiCPATED HEAVY . THE T� LICK t TRAFFIC THE DEPTH FOR SIDEWALK & CURB RAMPS tH SIDEWALK I (SEE NOTE 2) 6„ 1 OPTIONAL 6" WITHIN LINTS OF THE RAWSHOUtA BE INCREASED TO 7". ( FLOW LINE-7 3. Wf$N USED IN COKUNCTION WITH STANDARD CG-3 .$�� I OR CG-7.THE CURB FACE ON THIS STADARD IS TO EXPAJOINNSION BE ADJUSTEDMATCH THE MOUNTABLE CURB OdS T1om NOTE, WIDTH MB" 2'-d' OR AS `�' MANUNNE ROADWAY 4. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE USED WITH THiS STANDARD. SHOWN ON TYPICAL SECTION. A R1 S. OPTIONALOF MTO PLAN VIEW OF GUTTERWUME �CA� PAO IN WATER. ENTRANCE NOTES MAINLINE ROADWAY SLOPE 6. PLANS ARE TO ODICATE WHEN CONSTRUCTION OF A FLOW 10' PARABOLIC CURVE TO PROVIDE POSITNE DRAINAGE ACROSS 1 SENTR �t EDGE a- SHOULDER e x MAx. _ SLOPE CHA'tCE ® _• -. a E 7. MANLINE PAVEMENT SHALL BE CONSTRUCTED TO THE D R/W LINE (EXCEPT ANY SU>BCRADE STABILIZATION MAINLINE ROADWAY - - - - - - - - - - - - - REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE ax MI D oNrTm e( THE ENTRANCE,) SLOPE CHARGE ® B. RAIAL CURB OR COMBINATION CURB AND GUTTER D SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. 2 I` MINIMUM FOR 9. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES 5' MIN.a COMMERCIAL ENTRANCE ALLOWABLE ENTRANCE GRADE TABLE. THEM VALUIN ES ARE NOTT APPLICABLE TO STREET ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTIONS SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES B CLASS A3 e, ,e, '°' s:�',s - - NOTE- ALLOWABLE ENTRANCE GRADE TABLE IS NOT CONCRETE01. �. • . s. • i. APPLICABLE TO STREET CONNECTIONS SECTION C-C R� METHOD OF TREATMENT- C%MCTION FOR STREET INTERSECTIONS bD2 AND C GRILL ENTRMCES REV 8/07 VIRGINIA DEPARTMENT OF TRANSPORTATION 73.0. A -WRc-1 I PERMISSIBLE CONST. V MJN.� JOINT A rl(-1 TRUNCATED DOMES SEE SHEET IOF 4 FOR DETAILS TANGENT PLAN STD. CG-2 2'-0" 5'-0" BACK OF CUR 12 '1 48:1MAX, 20 48: a .- SECTION A -A NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1OF 4. TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE MiN1MUM RAMP LENGTH IN FEET IN PERCENT 4" CURB 1 6" CURB 0 2 1 a 4 ENTRANCE VOLUME GRADE CHANGE DH DESIRABLE MAXIMUM HIGH MORE THAN laoo VPD o x 3 X 1E-DIUV 500-1500 VPD S a x 6 x LOW LESS THAN 500 VPD S 6 x B x _ I Y s y Cc 4- CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE UTILITY STRIP NAY VARY 70 MEET EXISTING FIELD CONDITIONS AND ROADWAY GEOMETRICS PROVIDING THE DIMINSIONS AND SLOPES ARE AS NOTED. 12n MA Yi i _ --- - s M�I.-- XCX( 2., - J AT X< .2" HIGHER THAN 1\ EDGE OF PAVEMENT AT XX(, SAME AS TOP OF CURB THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 610" X 60" MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMJTEO TO 15 FEET, REGARDLESS OF THE SLOPE. _SHEET 4 OF 4 CG-12 DETECTABLE WARNING SURFACE 5`EL`I AT'a RffERE)ICE REV,7/OS TYPE C (PARALLEL & PERPENDIICULAR) APPLICATION 50� 203.07 VIRGINIA DEPARTMENT OF TRANSPORTATION Section 2A.16 Standardization of Location Support: Standardization of position cannot always be attained in practice. Examples of heights and lateral locations of signs for typical installations are illustrated in Figure 2A- 1, and examples of locations for some typical signs at intersections are illustrated in Figure 2A-2. Standard: Signs requiring different decisions by the road user shall be spaced sufficiently far apart for the required decisions to be made reasonably safely. One of the factors considered when determining the appropriate spacing shall be the posted or 85(I'- percentile speed. Section 2A,18 Mounting Height Support: The provisions of this Section apply unless specifically stated otherwise for a particular sign elsewhere in this Manual. Standard: Signs installed at the side of the road in rural districts shall be at least 5 ft, measured from the bottom of the sign to the near edge of the pavement. Where parking or pedestrian movements occur, the clearance to the bottom of the sign shall be at least 7 ft. Section 2A-19 Lateral Offset Standard: For overhead sign supports, the minimum lateral offset from the edge of the shoulder (or if no shoulder exists, from the edge of the pavement) to the near edge of overhead sign supports (cantilever or sign bridges) shall be 6 ft. Overhead sing supports shall have a barrier or crash cushion to shield them if they are within the clear zone. Ground -mounted sign supports shall be breakaway, yielding, or shielded with a longitudinal barrier or crash cushion if within the clear zone. Guidance: For ground -mounted signs, the minimum lateral offset should be 12 ft from edge of the traveled way. If a shoulder wider than 6 ft exists, the minimum lateral offset fro ground -mounted signs should be 6 ft from the edge of the shoulder. Support: The minimum lateral offset is intended to keep trucks and cars that use the shoulders from striking the signs or supports. Guidance: All supports should be located as far as practical from the edge of the shoulder. Advantage should be taken to place signs behind existing roadside barriers, on over - crossing structures, or other locations that minimize the exposure of the traffic to sign supports. From " Manual on Uniform Traffic Control Devices" 2003 Edition CC-,2 GENERAL NOTES: 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER, TYPE A 3, SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITNCALLY WITH RAMP PERPENDICULAR FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO k THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF _ �-�•- PRECAST RgdP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. ,MIN 5. REQUIRED BARS ARE TO BE N0.5 X 8" PLACED TCENTER TO CENTER ALONG - 12:1 M'• 801H SIDES OF THE RAMP FLOOR, MO -DEPTH OF RAMP FLOOR. MINIM M y cn �R- CONCRETE COVER 1'/2". 12:1 MAXy 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. TYPE B 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED. OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE v 1 HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE. FIRM AND SLIP RESISTANT PATH CONNECTING ALL t2:1 MAX ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED - AND USED BY PEDESTRIANS. 51 XCX y- J 8, RAMPS MAY PLACED A RADIAL TANGENTIAL SECTIONS PROVIDED THAT 2' MIN AT )K 2" HIGHER THAN THE CURB OPENING IS PLACED WITHININ THE LIMITS OF THE CROSSWALK AND EDGE OF PAVEMENT THAT SHE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. AT XCX( ,SAME AS TOP OF CURB 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK, WHEN THE ENTRANCE RADIICANNOT TYPE C TRAFFIC, REFERATE THE TO STANDARD NG CG-113.MCOMMMERNTS CIALNENTRAN E'(HEAVYTRUCK PARALLEL & PERPENDICULAR TRUCK TRAFFIC)FOR CONCRETE DEPTH. 10. WHEN CURB RAMPS ;ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH i 6' a" TRUNCATED DOME 000 0 0 0 0 0 0 0 0 T7C- 0 0 0 0 0 0 0 0 00 00000000 0 0 0 0 0 0 0 O 0 0 0 0 0D2" 0000000000000050/. - 65% OF BASE DIAMETER 0 0 o O O 0 0 O O O o O O OP01 TER0 0 0 0 0 00 000000 0 0.9" - 1. 4" VARIABLE -BASE �`� PAY`LIMITSII- TRUNCATED DOME DETECTABLE WARNING DETAIL DE TAIL SHEET 1 OF 4 CG-12 DETECTABLE WARNING SURFACE �"E�A'XRN REV. 7/05 GENERAL NOTES '0 203.05 _' VIRGINIA DEPARTMENT OF TRANSPORTATION May 2005 Page 611-13 J6 0 G20.2o 1 48"x24" Sp0•. LLUM?UIEO FLAS)NG Nall (CAUTION LODE) TYPE B OR C CONES- SEE NOTE 3 e I g 0 � w Oi V%Y-28 r 48" x 48" SEE NOTE I u III g AOL Ai 0W21-4 48" x 48" 7 t O t Stationary Operation on Shoulder (Figure TTC4.0) Section 2A.20 Orientation Guidance: Unless otherwise stated in this Manual, signs should be vertically mounted at right angles to the dlirection of, and facing, the traffic that they are intended to serve. Where mirror reflection from the sign face is encountered to such a degree as to - reduce legibility, the sign should be turned slightly away from the road. Signs that are placed 30 ft or more from the pavement edge should be turned toward the road. On curved alignments, the angle of placement should be determined by the direction of approaching traffic rather than by the roadway edge at the point where the sign is located. Option: On grades, sign faces may be tilted forward or back from the vertical position to improve the viewing angle. Section 2A.21 Posts and Mountings Standard: Sign posts, foundations, and mountings shall be so constructed as to hold signs in a proper and permanent position, and to resist swaying in the wind or displacement by vandalism (see "Square Tube Steel Sign Post" description). Section 213.34 DO NOT ENTER Sign (R5-1) Standard: The DO NOT ENTER (R5-1) sign (see Figure 2B-9) shall be used where traffic is prohibited from entering a restricted roadway. Guidance: The DO NOT ENTER sign, if used, should be placed directly in view of a road user at the point where a road user could wrongly enter a divided highway, one-way roadway, or ramp (see Figure 213-10). The sign should be mounted on the right side of the roadway, facing, traffic that might enter the roadway or ramp in the wrong direction. If the DO NOT ENTER sign would be visible to traffic to which it does not apply, the sign should be turned away from, or shielded from, the view of the traffic. Option: o emphasize installed where it is recess t em The DO NOT ENTER sign maybe st er ary p the one-way traffic movement on a ramp or turning lane. A second DO NOT ENTER sign on the left side of the roadway may be used, particularly where traffic approaches from an intersecting roadway (see Figure 213-10). From " Manual on Uniform Traffic Control Devices" 2003 Edition a May 2005 10 t E N 1 C ,• p 60' a 24" SPECIAL SCE NOTE 6 Signing For Project Limits (Figure TTC-36.0) (0'81-a,L.L a 10W prof ar/P7 on(,t no TtoAAriaJp 8trr:)SrLd PERMISSIBLE .. A CONSTRUCTION 1 (T5 DOWELS, 8` LONG JOINT O 12" C-C 4 dD¢ N. a� tv - M B MAX MAX 1 B -�_- tJ TRUNCATED DOMES A SEE SHEET 1 OF 4 FOR DETAILS TYPICAL DESIGN BACK OF CURB 120 MAX. 48:1 MAX. 20:1 SECTION A -A L.-2' MIN ERMISSiBLE CONSTRUCTION JOINT R SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, AI_.TERATIONS SEE SHEET 1OF 4. A 4' SQUARE LANDING AREA OUTSIDE OF I Y TRAVELWAY SHALL y r BE PROVIDED V417KN �3 THE MARKED Q. CROSSWALK AREA: Y O =O! �U Ln U L � CROSSWALK o p CROSSWALK TYPICAL PLACEMENT oSSWALK TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION 1 WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANO'tNG 148" WIDE) REQUIRED AT TOP OF CURB RAVP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW ION CONSTRUCTION, 6 FEET FOR ALTERATIONS. E`ER' CG-12 DETECTABLE WARNING SURFACIE RETF1Fhrf. 'soot TYPE A (PERPENDICULAR) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION TRANSVERSE PAVEMENT TIE-IN TRM6T164 IENQTH NOTES L TTRN61CIISC P.M- TIE— SINL K USEC TO o pPpPICpW(O[ A sNDO1H TR.W9T !El'RFI I 1 *PA Ex141916DPRA\flETIT 1TK E�Y dMol n`atEcam eY PLAIEO"� RIDGE ECOK TTI�0�1 pSgC'Ny,� yEL, N� {HSL� ArpL 9. Q ,TK OEPOIAM FEiUIl l ���� °� 6Wi1" PLANING TRANSITION PAVEMENT DETAIL a p Y P1Ap(CEV�T tt aRSTRLrtm ggR�OvELaR ME C(E�4vppny7NN♦CCH OF * 8L°ECiC LE HAT bbAS(0 OF T& 41 ', 40CATIWf+ ,BCE TRC'S(ry1 A 001 STpk4HT RPHSITOH LCiRTH �epEE N Itlt9yrypgqgP�pp70H,EiQa PpPRg�TTRgANNq�gNnOi• We W( RAi1 NTN"gAWTCE SHnL No F.YCEEO %ATE ASPCVL 0 LXITTPIO PAYflmli oR GE« OVERLAYING TRANSITION PAVEMENT DETAIL TEMPORARY PAVEMENT WEDGE wANm safAC _ NOTES TCIP. PAVOIFM WEIM L nWORMYf PAVEAW WV= SWILL bE COIf.T(N TT�M OF fOORR EEYCRfT `91 ,11 Of'VlP r P�U71TN.NLNO. TM t CE« !]OSTNO PAVOEM WEDGE DETAIL TRANSVERSE PAVEMENT TIE -'IN - V wa_ DB YII®NA C&ARTWEIn OF TRIPWORTATM bO 3AW i ri ht f wa exceeds 10 000 s uare feet. In Anticipated land disturbance on VDOT g o y. q accordance with the Virginia Department of Transportation (VDOT) Road and Bridge Specification 107.14 (a), Special Provision 107D, all contractors performing regulated land disturbing activities within VDOT right-of-way must have an employee that has successfully completed the VDOT Erosion & Sediment Control Contractor Certification training. The Department will require evidence of this certification with any Land Use Permit application for this work. 2 1EXISTING -AVrWNT _ '_YK1- NG PAVEWCNT PROPOSED PAVEVENT WOEMMG _ PRMSED PAVEVEVT WWWW. PnICOSEC /t.V'NAI P:CPOSED W " L 1?N' CONCPCT_ UR"I COMAS' 481O� E DACE COWSE NNWU2 165 to/ , SAW MIT .1 NMCS *DDPEVOVpE EwsTNG AM ,OCT0IN MWD iAtt COAT f . 66 P ttvEni ...is'.. ppPPcc PAVE19'i't�YEn Pf ^�6AiE w^.,NE"c�A 27 urER SAW' Cut NNVW OF 2 NEfss MO' a •rt AIATCIW, TD TO. Cf AC.r• GATE n MRTACK COAT lT/Tl PAV�EW.TT AVERS v V`SEW.1, A4lP`VFTm, Aack"0r,�7 i�rTR sscRroE SUEGRAOE I PAVEMENT CONSTRJCTION JC NT DETAIL PAVEMEN- CONSTRUCTI,^,N JOINT DETAIL (EXIST NO PAVEMENT OVER 6" IN DEPTH) (EX STING PAVEMENT LESS TI1AN 6" -N DEPTH) MRARM R5r TO SCALV tu..Mw HW 10 SGALLI LW OVERLAY NO -ES: MN. NO 1, MICN T)IE PAVER"N7 DEStGN 6 G:EATER N DEEM -IIAN TIE OEPM Or 71E EIQSDAG PA1.. %aSMFA:E ORN"_ C NAY K REWREO ETC THE ENGAGER. TA>ER'0 ENG WSI e fAFROVED BY 2 OV(RLAP T7[ E105'IVO PAvEN]n AS SHOWY N T7{ OpASTRUCTON JDMT DETMS. CY SING cHGKCR J R >ERPOAICI.&M COAJ7Ni SHKL BE FRONDED AT /.L1. LOCATIONS WHERE NEW SiRUCTPAV YAVLN:NI AWKNT A&.TS EYTS TING EMICN ENT. •. IK AREA OF=AYEVEN- WOE""' SHALL BE TRENCHED TO TH? SL85RADE AND 000ACTEC ER '=T SPEDr1CATIONS. S'E COVSTRU_T10N 5 SLWXE OF WOERMO AREA S'AL III FLUSH LWTH TIE SI.W-XE Or MVNG PAVEUE\ JONI L•LIAL MDR 10 OVERLAY. PPVELEN- 6 mi,,,O OF It AM EXLSIMG PAVEACNI VAY aL VL0.1.E7 tO A VE ACOW;W_E PA'JENENT CIIM`-SLOPE AW FAVEW T DRA OE O,MC Y --E ENTIRE SURFACE AL••A. OF THE NEW AID E.S'TWO MIUENT MTi I WN Cr • *5 LBS/SQ Y:: OF ASP &• WVCHE'E 1V A POW AT LEA51 OO PUT BLFOHE NO MIER SEE CONSTRVCTIOV -OmT OVAL THE L14TS Or IH:RITK. a. APAOOAT" CASING PKIDRNT WIA GS AND REF RWE TIE' W ..1( 7CCE AS AMARCO 70 A71EYE tNFCRV APPEARANCE AS DIRECTED BY TFE EAGNEER. CXSTNG 9. FNA T, M VERSO PAVD4W TIE-N S,ALI COWAN TO TIE KQURELEI-5 or SECIOn J+S.GStel CF PATEAtI,T TIC 9CCf CAT17 CXCC>' THAT ALL JW5 AT TIE-% LOCJWIC, WNI. RF 1M. tr�NY. A 4- FEET STRX OCa 11 kCCMMCE AITt TIE REOVNEYEN-S 01 SECTIOII JIS.OTt91 Cr THE SKORCATONS. I/ TMFPECI ENO MUST BE X'PRGYED ar TIE YA4AIICl1 FRC4 1NL T-SIN-. EDGE OF THE VTJW4TEDGE EE-RECV AW TWO CCNTACI POINTS 1NCRRAN ANTI TH•. PAYEWNT S riaA SI-XI. NOT EXCEED '. V. PAYEUCYT W[ENHG FUFORWO NDER A VDOT LAVA 1-1 PEAW SHM.L HAVE APR•/EWIt Ms" �I t OCGN OY(l.AY PRGYOED EY 1NE KWTIEE AO Mr4gVE0 SY W VATERULS iMMER. PLAN'VIEW 40".NG HOT TO SCN.D PAV:MEN- IffiDENING RfFFR%. H.-.E N 0' J9 JOJAi VIRGRA X>AR7N?M OF TPAVSPORTATgN Not SPEED less LIMIT ROADSIDE SIGN than50 BUSINESS OR €1.6 mI 1- RESIDENCE DISTRICT (( ft C JI N N 6 z E N SQUARE TUBE STEEL SIGNPOSTS Square tube steel sign posts shall be fabdicated from hot rolled, carbon sheet steel structural steel quality, conforming to the requirements of ASTM A1011, Grade 50 except the yield strength after cold -forming shallI be 60 ksi minimum The steel gauge shall be 14 gauge for the 2 inch by 2 inch posts arid 10 gauge for the 2'/s inch by 2'/2 inch posts. Posts (inside and outside) shall be gailvanized in accordance with the requirements of ASTM A653, Coating Designabion G-90. Posts shall use an in ground anchor system that provides a stable installation (and allows easy replacement of the sign post into the anchor system after vehicular impacct. Posts shall conform to the breakaway requirements of AASHTO's Standard Specifecatiions for Structural Supports for Highway Signs, Luminaries, and Traffic Signals (1994 Ediition including revisions). The Contractor shall provide a copy of the FHWA's eacceptance letter indicating compliance with breakaway requirements at the time of catallog submission of the posts. Posts shall have 7/16 (+/-1/64 inch) openings of knockouts'. spaced 1 inch on centers on all four sides. Posts shall be installed in accordance withi the manufacturer's recommendations. U Co 25 M M W co CD 00 OD O 0 th U .g 7 '-44 .0N C a i 0 NL y Z � >CL 3 ` U) O O V Q�i E E L O DoDo C T �J _ I LLJ Cr �Qi °Q) N zU ~ Ok Z11U �, � WLtj 0 O W LQ 15 • Q C4 Q Seal a Signature 01 IT IT ('3' C) LQ O a�P`T H (OF V IBC` LC C4 r W O�v f� o BENJAMIIN C. y MONTGOMERY W (� ^o 0 0 NO. 30 42 c� 0�S \ T SIONAI-- �� DATE: OCT 12, 2006 SCALE: 1" = 20' THESE PLANS ARE IN CONFORNr1ANCE tNITH THE FREDERICK FILE NO. 06-196 COUNTY STANDARDS AND ORDIfNANCE.S. ANY DEVIATION OR SHEET 7 OF 7 CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR,' TO CONSTRUCTION, LEGEND FCSA CONSTRUCTION NOTES VDOT GENERAL NOTES VICINITY MAP SCALE 1 "= 2000' O LL co EXISTING FEATURESP EXISTING EDGE OF PAVEMENT EX EP 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. VI. Al/ work on this project shall conform to the current editions and latest revisions to the Virginia Department of J g P Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal, or local regulations applicable. In case of a discrepancy or .rfor - {.' �. r - ` - ' _' -,! � , :. o 0 rn m co 3. The to the in effect the time of construction. conflict between the Standards or Specifications and Regulations, the most stringent shall govern. � � r° a9�=, EXISTING EDGE OF GRAVEL EX EG contractor shall adhere standards and specifications at 4. for inspection by, the Authority. � { � , r " ` .�_ �+a 9 r �I� t i '•» t v The contractor shall coordinate with, and arrange 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. EXISTING CURB AND GUTTER EX CG-6 '' � �� � r~'' ,� �� f O EX. INTERMEDIATE CONTOUR 48 6. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. V3. When working on VOOT right -of --way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore all traffic control � �',.� �� r r-.�" �� i rd� `` �, � �,i !r b) the developer/contractor must: flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road & Bridge Specifications. % n • ,� EXISTING INDEX CONTOUR 50 1. make application and pay deposit. 2. mark the tap location. V4. The developer shall be responsible for relocating, at his expense, any and a// utilities, including traffic signal , / ° a 2 o o N EXISTING SPOT ELEVATION X 50.0' 3. coordinate installation with the engineering -assistant. poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. it is the sole �.• 0 110 EXISTING TELEPHONE LINE EXISTING SANITARY SEWER 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. Y P 8. The Authority's maintenance department shall furnish and install all water meter through 2 in size. It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the, proposed construction activity. VOOT approval of these plans does not indemnify the developer from this responsibility.{'r V5. Design features field 5^ +� {r` p �� �, > 6 o �, Before a permanent meter is installed: relating to construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result any field r� o co EXISTING ELECTRIC SERVICE a The meter box with its frame and cover, must properly aligned with the co p p y g ppersetter, of revision shall be the responsibility of the developer. ,- Q b) The frame and cover shall be set to final grade. ". EXISTING GAS LINE c) The distance between the top of the cover and the coppersetter shall be between 18" and 21 V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use EX. 15" RCP d) All components of the meter box assembly shall be in proper working order. permits for any work on VDOT right-of-way. PROJECT INFORMA TION EXISTING STORM SEWER -r~, 9. For water and sewer services that connect to existing lines: V7. If required by the local VOOT Residency Office, a pre -construction conference shall be arranged and held by Owner Deweloper EXISTING FENCE LINE a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies b) An Application for Service must be made and fees paid before work will begin. and VDOT prior to initiation of work. James]. Lantz James J. Lantz EXISTING DITCH LINE s c) The Authority shall furnish and install /8 ", 3/4 ", and 1 " water services. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined 6953 Middle Road Middletown VA 22645 6953 Middle Road Midd/etOVNn VA 22645 EXISTING WATERLINE W/ TEE 1 T ' d) For all 1 1/2 " and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will length of time. VDOT requires 48 hours advance notice prior to any required or requested inspection. Phone - (540) 869-6828 Phone - (540) 869-6828 EXISTING FIRE HYDRANT CS4 EX. FH install the meter. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public e) The Authority will install al/ sewer laterals. roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Property Data Building! Setbacks Per Code Existing 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 shall be maintained through construction. The Developer shall have, within the limits of the project, an employee Tax Map Number 63-((A))-99 Address 3199 Valley Pike Front: 75' 35' Left Side: 25' 8' EXISTING REDUCER must meet ASSE Standard No. 1015 or 1013. certified by the Virginia Department of Conservation and Recreation (VOCR) in Erosion and Sediment Control who Area 1.5641 acres bight Side: 25' 93' 11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector double shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. Zoning M2 Legal References Inst #0020081 Rear: 25' 6' �; EXISTING TREE DRIP LINE check valve or a RPZ as required). The assembly shall meet ASSE Standard No. 1048 or 1047. An exterior, Y y r Parking Setbacks Per Code Proposed Z,i privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of Existing Use Warehousing/Residential Front: 25' 103' ° o PROPOSED FEATURES before the backflow prevention unit. Radio read remotes are required. construction. Proposed Use Manufacturing/Residential Left Side: 5' 155' o c 12. FCSA to review the mechanical plans(s) for design and material approval of, 1) the domestic water meter and its backflow prevention device, and/or 2) the fire service lines backflow prevention device, VI1. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) Zoning Data Right Side: 5' 141' Rear: 5 5 v Q) q PROPOSED EDGE OF PAVEMENT PROP EP inches cover and when possible shall be installed under roadway drainage facilities at conflict points. P Y 9 Open Space Minimum 15% = 10,350 sf ( 'Ira PROPOSED EDGE OF GRAVEL PROP EG V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc, encountered during the course of construction shall be immediately brought to the attention of the engineer VDOT. Work o Open Space Proposed 42 /o = 28,953 sf F.A.R. Maximum 1.0 Use Ffor Parkin Unit Space per Sq. Ft 3 � o L °' 1 GENERAL NOTES and r •_ shall cease in that vicinity until an adequate design can be determined b the engineer and a y y q g y g approved b VDOT. F.A.R. Proposed 0.21 Mamufacturin 10 em 3 per 4 em g p P P c M � a a, PROP. CURB & GUTTER PROP CG-6 V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VOOT representative prior Building Data CZa �' o 1. Permits must be issued from VDOT prior to any construction in a public right-of-way. PROP. REVERSE CURB &GUTTER PROP CG- R 2. The Manua/ on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way. to placement and fill. Where CBR testing is required, a VOOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for Type of Construction 2C - Metal Loadiing Space: 12,000 1 per 40,000 sf o �° p W 4C PROPOSED CONTOUR 50 3. The contractor will remove all mud and debris from the public right of way that is left by vehicles entering testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VOOT standards and procedures. Total Plarking Spaces Required 8 ,., N P_ 4-1 � , n) Nt to kon � � � �4Q and leaving the site. Existing Area 14,325 sf a)m(Uv)vQa1 J (b Q (b PROPOSED SPOT ELEVATION + 22 22 4. Any damage to neighboring properties including county roads and sidewalks, caused by the development of V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum densityas determined b AASHTO T-99 Method A within plus or minus y � P Height Maximum 60 feet g Height Existing 20 feet Pr. Parkin S g paces 8 PROPOSED STORM SEWER PROP. 24" ADS this site will be the responsibility of the developer. All damage must be repaired to original conditions. o 2 /o of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, # of Hanndicap Spaces Required 1 �.:, 5. A construction entrance must be installed in accordance with the "Virginia Erosion and Sediment Control density tests shall be performed by a qualified independent agency in accordance with VOOT Road and Bridge Specifications. Certified copies of all test reports shall be submitted to VOOT daily, unless specified otherwise. Sign Data PROPOSED SANITARY SEWER Handbook" Section 3.02. The contractor must maintain this access for the duration of the project. Freestanding Sign Area Allowed 100 sf Pr. Handicap Spaces 1 PROPOSED TELEPHONE 6. The contractor will be responsible for adequate and positive drainage of this site. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by Existing PROPOSED ELECTRIC 7. The contractor will obtain a Land Disturbance Permit prior to any site work or construction. VDOT, Sign Height Allowed 60 f?et # of Leading Spaces Required 1 V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VOOT Existing 2 PROPOSED GAS LINE 8. All construction will be done following the laws and guidelines set forth by OSHA and VOSH. minimum design standards and is the responsibility of the developer. Sign Setback 10 feet Pr. Loading Spaces PROPOSED WATER LINE 9. The contractor will notify engineer of record of any discrepancies between the approved plans and existing site conditions. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer VDOT's discretion, by VDOT basis following Contact Numbers als and Signatures or, at on an account receivable the Manua/ On PROPOSED WATER METER (3)1 "WM 10. The developer is responsible for the relocation of any utilities required by this site plan. Uniform Traffic Control Devices. J PROPOSED FIRE HYDRANT Da PROP. FH 11, All Erosion and Sediment Control devices shown on this site plan shall be installed prior to construction. V18. The developer must provide to the VDOT Residency Office a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided Engineering Firm: Montgomery Engr. Group, Inc. (540) 869-0308 P H OF 11f 5 12. All controlled fill must be compacted to a minimum of 95016 density following Method A' of the Standard to the local VDOT Residency Office prior to acceptance of that work. Unit and total prices may be obscured. Surveying Firm: �� �1~/ COMMON LABELS & FEATURES Proctor ASTM-D698, AASHTO-T99, or VTM-1 as applicable. Any fill placed under buildings, structures, or pavement must be ins roved b professional soils engineer. neer. A eotechnical report supersedes P inspected and approved y a P g • g P p V19Aggregate bd subbasematerialshll bld subgrade bf h . ggregae base ansae paceon sugrae y means oa mechanical spreader. Density Montgomery Engr. Group, Inc. (540) 869-0308 Zoning Enforcement: 2 ,� BENJAMIN C. �, (f) Q PROPERTY LINE OF PROJECT this note if . rovided P will be determined using the density control strip in accordance with Section 304 of the VOOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test P P P P Department of Planning (540) 665-5651 MONTGOMERY -p LINES 13. The contractor is responsible for contacting MISS UTILITY prior to any site work. All utilities shown on this plan reports shall be submitted to VOOT daily, unless specified otherwise. In addition to checking stone depths, a VOOT representative shall be notified and the to be during the testing Site Inspections: Department of Inspections (540) 665-5650 No, 03 342 441 0 V � NEIGHBORING PROPERTY are approximate locations and not all utilities maybe shown. given opportunity present construction and of the density control strip. Erosion and Sediment Control: IF FS ti EASEMENT LINE Department of Public Works (540) 665-5643 �ti SIONAL �� ~ 14. The contractor will contain all litter and debris on -site. The work must be left in an orderly manner at the end V20. Asphalt concrete pavement shall be placed in accordance with Section 315 of the VOOT Road and Bridge Sanitary Sewer and Water: W (!) '� PROPERTY CORNER FOUND Q of each workday. 15. be during Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A technician Fred. Co. Sanitation Authority (540) 869-1061 O N 0 U PARKING SPACE TOTALS 12 An approved set of site plans must on -site the construction process. certified compaction shall perform these tests. Certified copies of the test reports shall be submitted to VOOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be Y Telephone: Verizon (301) 954-6282 Electric: Alleghany Power 654-3317 THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF W �� 16. The contractor will notify all utility companies prior to excavation within easements. present during the construction and testing of the control strip, (800) Gas: Shenandoah Gas Co. (540) 869-1111 FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION O U r ti ADA HANDICAP PARKING STALL 17. The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty days, 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 OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. � ry LLJ SIGNS explored below the bottom of the excavation to determine the type and condition of the foundation. The engineer � C� contractor shall report findings of foundation exploration to the and VDOT for approval prior to placing Pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, or Zoning General Notes C UJ SANITARY MANHOLE IDENTIFIER DEPARTMENT OF INSPECTION GENERAL NOTES yielding, otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation Maximum Environmental Existing Disturbance Proposed 1. Exterior Ili htin will be provided b wall -pack 9 9 P Y P Q stabilization shall be determined by the engineer and approved by VDOT. (� � STORM DRAIN STRUCTURE IDENTIFIER 1. Building(s) must comply with the Virginia Uniform Statewide Building Code Sections 304 (Business) & 311 lights attzached to the building & lightpoles. I i LIGHT POLES and the International Building Code/2003. Other codes that apply are ICC/ANSI A117,1-03 Accessibility (Storage) g PP Y Y and the Usable Building & Facilities. V22• Approval of this plan shall expire three (3) years from the date of the approval letter. Features Acrea e Allowed Disturbance .�_ Floodplain 0 2. All lights will be shielded or directed to prevent 9 glare on neighboring properties. ��V 2. The requirements in IBC mandate either a fire wall (Section 707) or a fire suppression system if height and area V23. VOOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. acres 0% 0% 3. Outdoor ttrash rece tacles will be in an enclosed P �T LOCATION OF TEST PITS limitations are exceeded for the type of construction under Table 507 of IBC. 3. A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for 9' P 9 P V24. VOOT Standard Guardrail shall be installed where warranted and/or as ro osed on these plans in accordance with P P VDOT's installation criteria. Final approval of guardrail layout to be given by VDOT after grading is mostly complete. Lakes &Ponds 0 acres 0% 0% Wetlands >1AC 0 acres 0% 0% six (6) f000t fence. 4. This ro iect will not disturb an p j y environmental t, building permits. Plans must show all ingress/egress locations to the exterior per ICC/ANSI 117.1-03 and meet Sinkholes 0 acres 00/0 0% features gas defined by the Frederick County requirements of Chapter 17 of IBC. Natural S. W. 0 acres 10% 0% Zoning Orrdinance. 4. Maximum slope across handicap parking stalls shall not exceed 2%. TRIP GENERATION DATA Retention Areas 5. The owner will be responsible for obtaining or 5• A greas%il seperator shall be installed if a floor drainage system is installed within the repair area. 6. o 0 o Steep Slopes >15/0 0 acres 25/0 01 /0 granting ,easements shown on this plan. EROSION & SEDIMENT CONTROL FEATURES The 2003 International Building Code can be utilized for building design. 6. Easemernts will be recorded and copies sent to the s Woodlands 0 acres 25% 01% parties irnvolved. INLET PROTECTION 1P FIRE MARSHALL GENERAL NOTES DATA TAKEN FROM THE I, T. E. MANUAL 7th EDITION 7. All utilitie?s that will service this site must be p Q EXISTING WAREHOUSING 3.83 PER 1,000 sf X 12,000 sf = 46 VPD's placed underground. 114 O 1. An inspection b the Fire Marshall's office will determine where curbing must be painted yellow. p y g P y APPROVALS 5P #73-06 OUTLET PROTECTION ®Op ► PROPOSED MANUFACTURING 3, 30 PER 1,000 sf X 12,000 sf = 40 VPD S w ~ z Q z CHECKDAM ®co 2. "No Parking - Fire Lane" signs will be placed on the site by the Fire Marshall's direction. NET DECREASE IN TRAFFIC 6 'VPD'S Z a z Q Q `� 3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall. 0� DIVERSION DIKE00DD 4. Burning brush piles of natural vegetation requires a permit. Burning construction debris is prohibited. Q > O O 5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed. LANDSCAPING NOTES O w W RESPONSIBLE LAND DISTURBER SILT FENCE W/ WIRE SUPPORT WF 1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations Frederick County Zoning Administrator Date and utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities. Q o o N Q W SILT FENCE W/O WIRE SUPPORT SF NAME: 2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots CERTIFICATION #: 1, Site Plana approval from VDOT will expire three (3) years from the date of the approval letter, ti ti SEDIMENT TRAP ST and be well branched. The planter shall guarantee all plants for one year. 2. Frederick County Zoning Administrator approval expires at five (5) yeairs from the date of site plan approval. 3. The Frederick County Sanitation Authority is for two from date If is EXP, DATE DATE: OCT 12, 2006 3. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided approval valid yeairs of approval. construction 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 vo4d. the plans. 4. The Frederick County Department of Public Works approval is not enourgh to begin site development. The SCALE: N/A 2. Note: An on -site pre -construction meeting is req Designer uired with the Owner Site Contractor Public Works & Desi 4. Landscaping to conform with 165-368 of the Frederick County Zoning Ordinance, Planting Section and Planting owner/contractor must obtain a Land Disturbance Permit and agree to ,periodic inspections. shall be void. FILE NO. 06-196 CONSTRUCTION ENTRANCE CE prior to commencing any site work. Procedures and Maintenance. Plant substitutions will be allowed with the approval of the owner and the Frederick 5. The Frederick County Department of inspections approval does not constitute a building permit. Building plans County Planning Department. must be submitted and approved prior to constructing any structure. Fuurthermore, 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 7 //////0f30P0,SED MH1 f6O 746-90' (VERIFY,YATCH EX / INV IN 737:7I , \ AR O /INV OUT%'737.t9�/�� EX ViS h f �'` f • " \ ♦ NEW 6' WOOD FENCE 63—A-106 JERRY D. do LOUIS S. CLEMONS /!' I r:` `' f e \ \ ♦ ` D.B. 533, PG. 486 i �y0 2 ZONE RP 1 p USE RES. - 8" S 21 P, 24 MAN" —E DAMD R. MILLER, A VALLEY A VEWUE- US ROUTE' 11 (60' R11r) 35 AI.P.H, r/� fiiM{ SIGHT DISTANCE AS REQUIRED �`'•., U.S. ROUTE 11 110000' + / /f Sj'EED LIMIT 35 MPH 63—A-107 INST.OD40005185 ZONE. M2 USE VACANT SIGHT DISTANCE 1000' + GRAPHIC SCALE ( IN FEET ) 1 inch = 30 it. / i l 4 / 1 �L // SHEE TO E REMOVED / FOR FUTURE PARKING 759.00 oQ k'•�>''�' 10'x10;" DUMPSTER 1a D / 75 .00 W/6 FENCE GRAVEL GRAVEL. =>594,7? - —Cif ` —svq 77 sv!D svq AVENUE } , 83—A-97 JOHN V. DOYLE do JAMES M. RACEY, II D.B. 738, PG 355 ZONE 82 USE INSURANCE SALES Seal arn,, Signature 21 1 O F"1 4 Q rn V ~ Q W o I— o LL� o w � 0 w 0 w DATE: OCT 1212006 SCALE: 1" = 30' THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR FILE NO. CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION, SHEET 2 OF I P�T H C)F 10�SN, o BENJAMIN C. v MONTGOMERY po Mo.030�42 , .IONA L � EROSION AND SEDIMENT CONTROL STANDARDS EROSION & SEDIMENT CONTROL NARRATIVE XX cc-s U Q LL LL O N be applied to denuded areas within seven days after final grade is NOTES: CO � CO 1. Permanent or temporary soil stabilization shall pp reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas Project Description 1. THIS ITEM TO) BE PRECAST IF CAST IN PLACE. w o grade but will remain dormant for longer than 30 days. Permanent stabilization shall be p 2 CONCRETE TO) BE CLASS A3 IF CAST IN PLACE °' that may not be at finalg g COMBINATION PSI IF PRECAST. � � CO applied to areas that are to be left dormant for more than one year. 3. OF 300AFEE CURB x GUTTER HAVINOF G A RADIUS This site is located on the Valley Pike near Shawnee Dr. The purpose of this WTI oR As RA�DIAL�COMMBI COMBINATION CURB CURB) SHALLLo 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment development is to change the existing gravel lot to asphalt and add parking. trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil 4, FOR USE ER STABILIZED OPEN -GRADED DRAINAGE LA'.YER, THE BOTTOM OF THE CURB stockpiles on site as well as borrow areas and soil intentionally transported from the project site. Existing Site Conditions AND GUTTER DEPTHSHALL OF THECONPAVEMENT. PARALLEL TO THE SLOPE OF SUBBASE COURSES E AND TO THE DEPTH OF THE PAVEMENT. BLE 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent The lot is developed and has a current use of warehousing. s. AND DESIGN CRITERIA FOR THE IN OF vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to OF T IS BATED ON ROADWAY N CLASSIFICATION 1 4• 1 2• R AND DESIGN SPEED AS SHOWN IN APPENDIX A survive and will inhibit erosion. I�jl of THE woTr ROAD DESIGN MANUAL '� C N � Adiacent Parcels p � � 0 N a 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 The area to the east is vacant. The side areas are developed B2. s• > disturbance takes place. ° E 1•:r a 0) o ♦ ♦ s Soils 1 _1. D > ° D ° D ° D > D _ o +� (n E 5, Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after ' ° The soils types determined from the USDA's "Soils Survey of Frederick Count ° ° o E installation. YP Y Y. D D D ° D D (►� GO VA" shows Carbo-Oak/et rocky silt /oams classified as #6C. This soil is �j T 6.Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be predominately yellowish brown silt /oams over bedrock and offers 'severe' ° _-------------------------- - TH1E BOTTOM OF THE CURB AND GLUTTER MAY BE CONSTRUCTED served by the trap or basin, erosion hazards. PARALLEL Fl TO THE SLOPE OF 6• 2'-0• SUBBBASE COURSES PROVIDED A a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap Erosion Control Program MINIMUM DEPTH OF 7- shall, only control drainage areas less than three acres. AT THE OPTION OF THE CONTRACTOR THIS AREA MAY BE CONCRETE Is MAINTAINED, b.Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three • Erosion and Sediment controls shall be installed prior to disturbance. Maintain acres shall be controlled by a sediment basin, The minimum storage capacity of a sediment basin shall be 134 cubic controls and stabilize upon reaching final grade. 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 General Erosion and Sediment Control Notes (VESH Table 6-1) 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 ES-1. Unless otherwise indicated, al/ vegetative and structural erosion and P 9 be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing sediment control practices will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment measures until the problem is corrected. SPECIFICATION Control Handbook and Virginia Regulations 4FC50-30 Erosion and Sediment REFERENCE 8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or Control Regulations. 105 COMBINATION 6" CURB & GUTTER 502 REV. 9 permanent channel, flume or slope drain structure, vlRa"'" DEPARTMENT of TRANSPORTATION20,.03 ES-2, The plan approving authority must be notified one week prior to the 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided, pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. R7-8 941ID -V 10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water P3' MIN, 12: 1 12: 1 3' MIN cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. ES-3. All erosion and sediment control measures are to be placed prior to or as N 11.Before newly constructed storm water conveyance channels or pipes are made operations., adequate outlet protection WY BE PL4= CG-6 CG-6 the first step in clearing. WAMIL ON OW &AW and any required temporary or permanent channel lining shall be installed in both the conveyance channel and � EWTANik s Sn or= reran AISOURM 9 receiving channel. ES-4. A copy of the approved erosion and sediment control plan shall beEJ �tatzm Mor�r maintained on the site at al/ times. 7W ADMOW>F 12, When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control LIVES / sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material ES-5. Prior to commencing land disturbing activities in areas other than VAN FLI shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if indicated on these laps (including, but limited to off -site borrow or waste "E P ( 9. armored by nonerodible cover materials, areas), the contractor shall submit a supplementary erosion control plan to the REo �v 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a owner for review and approval by the plan approving authority. ro+r-Y zZone swly�f0ONE T. temporary vehicular stream crossing constructed of nonerodible material shall be provided, j ES-6. The contractor is responsible for installation of any additional erosion 14. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met, control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. 15. The bed and banks of a water course shall be stabilized immediately after work in the watercourse is completed. PA c s�atACONCRM NOTES: *NM SMP ES-7. All disturbed areas are to drained to approved sediment control measures (F ) 1. H/C SPACES MAY NOT EXCEED A 2% SLOPE. 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable at al/ times during land disturbing activities and during site development until HANDICAP PARKING SIGN DETAIL 2. RAMP BUILT TO VIDOT CG-12 STANDARDS. criteria: final stabilization is achieved. (MIT TO Sa4W 3. WHITE STRIPING SIHOULD BE 3" WIDE. 4. H/C SIGNS TO BE SET 3' BEHIND SIDEWALK a. No more than 500 linear feet of trench may be opened at one time. ES-8. During dewatering operations, water will be pumped into an approved OR MOUNTED TO BUIILDING IF POSSIBLE. b. Excavated material shall be placed on the uphill side of trenches. filtering device. c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or ES-9. The contractor shall inspect all erosion control measures periodically and CONSTRUCTION OF A SILT FENCE both, and discharged in a manner that does not adversely affect flowing streams or off -site property, after each runoff -producing rainfall event. Any necessary repairs or cleanup to (WITH WIRE SUPPORT) d. Material used for backfillin trenches shall be properly compacted in order to minimize erosion and promote maintain the effectiveness of the erosion control devices shall be made t. SET POSTS AND DOCNYATE A 4'X4' Z STAPLE NNE FENC✓tIQ TO TLIIE PO81S. g P immediately. stabilization. Tflo+aL �� NMnLE UK OF POST$ e. Restabilization shall be accomplished in accordance with these regulations. Frederick County Note: The Public Works and Engineering Department will retain the right to add to or J �� f.Applicable safety regulations shall be complied with. modify these erosion and sediment control measures during the construction ' process, within reason, to ensure adequate protection to the public and 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the environment, / ~ transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or Jill 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. PLOW �j Q 18.All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or 4 "� N after the temporary measures are no longer needed, unless otherwise authorized by the local program authority. � f... V Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be a ATTACH im Fum FALiw To raE ww +, RCKFLL AM oowym THE permanently stabilized to prevent further erosion and sedimentation. FEWX AHD ° EIV Tr KM THE TROCK E)OCAIIM WL Z) U ti 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 storm water runoff for the stated frequency ill storm of 24-hour duration in accordance with the following standards and criteria: 0 W � r1 W //'r/ W S TOR M WA TER R UNOFF A NA L YSIS ,7 ; .. \ \ \ \ �. ,! / --� ram. /� Existing Conditions j ti � ,\ � N , Low VA W EXPE00 H OF FABRIC AND WPM NM IM TR'EHCHL Existing site is developed. Al ♦ sFA-cos ,�' / ♦ \ FILTER FA81Uf' The following is an analysis of the existing stormwater runoff rates, / ,, . // - \ s OM L MIrR A g ` / / '/ o VOL�i► �1 ' /t str ns►M asp �� \ / ue / �/ % ONDI3'ION51fPL4N (SCALE a uo wMoarr,�cWIE Two -Year Storm - Q 2 73 cfs 4, cfs gw,, Ten Year Storm Q=56 BD�C� dram � 100-Year Storm - Q=7,96 cfs �' y i / o` I sL� �' / RM U54 Proposed Conditions Change the existing gravel lot into to ashalt lot and add parking lotto rear. » \�; > /� \ J / r \'?' Z �/ i _.,. ' Seal an Signature z Q Retention added to northern corner, r� �; _� '" Q z Q. v� i v3r us / I CZ Two-year Storm - Q-2,60 cfs b�.L. / , �I , ,, , / , a p O O Ten -Year Storm - =4.14 cfs \ �ixv��e � I � ` l � �� �3 � �. , / Q � Q- i oo .� A , • � �/ tI �/ / / I � � t , • \ �L� H OF � 100-Year Storm - Q=7, 08 cfs a l \ r' ti r \\ ; � � V1,¢ O � W It I IVY WTAL 1 U BENJIAMIN C. y W \ wI1V0 \ /Rf A e1Tr7M17 t / a�� J ,,,,,,r, MONifGOMERY Q N\ aUND�Iwoa+�nr -\ wM y° /% ILar N0.030342 \ \ \ l S-1 NA DATE: OCT 12 2006 If 4 Uft uIo Ait W= 1 as E' .- -- 1 �at� SCALE 7_ ILKN�A ^- sa�``\I``£,��THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK FILE NO. 06-196 W- $�..��yL'Y AVBWU1F_Us MUM It ' o-- _ 1- -> - ��.L _ ✓� --- -- - COUNTY STANDARDS AND QRDINANCES. ANY DEVIATION OR `Rou1E 11 VALLEY AM" i �,` / � CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING SHEET 3 OF 7 `� ea "/"' ` ADMINISTRATOR PRIOR TO CONSTRUCTION. a� \ \ \ \ \ JERRY D. & LOUIS B. CLEMONS \ D.B. 533, PG. 486 \ \ ZONE. RP USE: RES. GRAPHIC SCALE / 63-A-107 \ \ CF ih6 \ ,9 120 SM, LLC 30 0 10 30 60 4/ ° MAPLE � \ \ �A9 INST. OD40005185 ;1 / ZONE M2 24`° M WE ` � � � y USE VACANT ( IN FEET ) i 1 inch = 30 ft. / 63-A-100 YOUNT REALTY. LLC INST. /050029494 ZONE 82 USE USED AUTO SALES tt ROUT' 11 H.P.H. 4y .JrG� / 2 3' N9Lu 1 m .30- PM LE `\ �` `GRAVEL � •�.. 80' R/W SEE STOR MWA TER ANAL YSIS N SHEET 3 SEE E & S NARRA TI VE N SHEET 3 RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION #: EXP. DATE 1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth in the plans. 2. Note; An on -site pre -construction meeting is required with the Owner, Site Contractor, Public Works, & Designer prior to commencing any site work. 3. The contractor will possess a Land Disturbance Permit prior to any site work or construction. 63-A-97 / JOHN V. DOYLE do JAMES M. RACEY, II / D.B. 736, PG. 385 / ZONE. 62 USE INSURANCE SALES / Seeding Schedule (per sectiion 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 33% Red Clover. 5.)Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per acre and anchored with cutback, or emulsified asphalt applied at a rate oiF200 gallons per acre. Seal anc„�Signature ,PST H OF f 2' BENJAMIN C. v MONTGOMERY po No. Q3W42 w, SSj;G 11) O CO CO N Wo O M CO M CO zz o d. 0 V• O o U 7 Z N O `N N >� •� � > 0 N d 3 E E 0 00 I � z � � C� a Q z W V.04�� 0 o � w cj� cl� DATE: OCT 12, 2006 SCALE: 1" = 30' THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK FILE NO. 06-196 COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE14PPROVED BY THE ZONING SHEET 4 OF 7 ADMINISTRATOR PRIOR TO CONSTRUCTION. Prune codominant Prune rubbing or cross branches Remove tags and labels___._. �"-- DO NOT pume terminal leader or branch tips Prune narrow crotch angles dt water spouts --Prune broken branches Prune suckers Cut away all balling ropes 2 =3" muk:h kept Remove top of wire basket away from trunk / owell to — co ntain water „a Widen and score holes In won Remove container and cut circling roots if container —grown, or as much burlap as LeaYe solid soil pedestal — do not possible if field —grown dig deeper than ball depth hole 2-3 times mot ball wldth Backfill soil Partially backfill, water to settle soil, finish bockfTlling Area for water drainage (Pipe or the could be Installed) TREE PLANTING DETAIL (NOT TO SCALE) Prune out any dead or broken branches, remove all tags, labels, strings, wires, eta from plan. c� 2-3" mulch C 3" Saucer \ Set top of root ball J equal to or 1-2" II above grade. C 2- Remove container, use sharp blade to make four 1/4 t-1 cuts the length of ball and cut a 1 4" X on bottom of ball, loosen compacted roots. CONTAINER GROWN SHRUB Prune out any dead — nr hm4wn branches. au tags, labels, wires, etc. from l" mulch Set top of root ball equal to or 1-2" above grade. P rope & burlap Dot ball. Dig hole 2-3 times width of root ball. BALL & BURLAP SHRUB SHRUB PLANTING DETAIL (NOT TO SCALE) LANDSCAPING SCHEDULES. Street & Canopy Trees Planting Size Mature Symbol Common Name Botanical Name Fall Color:. Quantity Height or Caliper Height RO Red Oak Quercus Rubra 2.5" Caliper 50'-75' Brown ;,_ 14 0 PO Pin Oak Quercus Ellipsoidalis 2.5" Caliper 50'-70' Red 13 0 PI White Pine Pinus Strobus 4' Tall 10'-20' Evergreen 30 Shrubbery & Groundcover Planting Size Mature Symbol Common Name Botanical Name Fall Color Quantity Height or Caliper Height LC Leland Cyprus Cupressus 4' 4' Evergreen 30 ® CC Cranberry Cotoneaster Apiculatus 24" Tall 4' Purple 0 Cotoneaster Boxwood BW Boxus 36" Tall 4' Evergreen 11 Viburnum LA NDSCA PING 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 17/10=2 Large Canopy Trees Pk Perimeter/40 515 40=13 Preserved Tree Credit: <19> LANDSCAPING TOTALS Type of Vegetation Total Required Total Proposed Large Canopy Trees 27 27 Shrubbery 11 11 Evergreen 60 60 U LL O CON CO W00 O C7 00OD CO CO OD L o o E o O D Z +� v N O N Q n ro o > 0_Mt UJ 0- C O N L O U O� >C O o �o 0 4 C� Q Q Seal a "dignature Q O � cri a p O O �PLT H OF U w W r"pG, o BENJAMIN C. Seeding Schedule (per section 3.32 of VESH) o v W MONTGOMERY a o 0 1.)Topsoil will be spread at a minimum depth of 4 2.)Pulverized agricultural limestone will be incorporated into �C N0. 030 42 44/ p the soil at a rate of 92 lbs per 1000 square feet (2 tons per acre). SIONA L 3.)Fertilize with 10-10-10 at a rate of 23 lbs per 1000 DATE: OCT 12, 2006 square feet (1000 lbs per acre). SCALE: 1" = 30' 4.)Seed mix will consist of 67% Kentucky 31 Tall Fescue and 33% Red Clover. THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK FILE NO. 06-196 5jStraw mulch will be applied to all seeded areas at the COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR rate of 3500 lbs per acre and anchored with cutback, or CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING SHEET 5 OF 7 emulsified asphalt applied at a rate of 200 gallons per acre. ADMINISTRATOR PRIOR TO CONSTRUCTION. SILT FENCE CULVERT INLET M, C general backfill PROTECTION METER BOX and COVER O N 0 CO METER SIZE METER BOX METER BOX COVER Q CO O Non -Traffic 74M32CRG � � 5/8" x 3/4" or 3/4" 18 in. Dia. 0o co _ Traffic A32HH-T 8 8 Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) 1" 24 in. Dia. trench width O ' 24" select Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) as required 6" dia. schedule 40 steel backfill 70E OF ft{J. �� treated 2"x 4" with pipe filled with concrete g� meter box top 6" painted blue All backfill to be compacted t0 and cover finished and panted yellowqF 6" p g finished 1 0 95% of ASTM D698 maximum sidewalk --•----- 5 ft 24" 1 " grade r 2' density. concrete pad f s dia. A " dia. x 6 deep t'-5' meter by concrete F. .S.A. encasement i O • stone finished � 6" 18"-21" finished 3" stone ;} grade t U STANDARD g g :. };; 36, C) N TIT_ box 38' ti< N iA general backfill general backfill •` Or 7er BOLLARD DETAIL E aa"a4"a) aSKUT Fi710E �-+•OU F IV 01lRMIOE a d' li/MJY ftAw 1"CTS o eth I I enep Y Y _screw t L8" YPT 0 Lubin PE 00 U 2 g ( � adjustable v Ne box La O C � concrete fIAM psi with SS inserts 48"min. — 45°12" O b 24" select 24' select * at all connections backfill ba°'�"' location marker OPTIONAL STONE COMBINATION j: concrete pad 1' 6" dia. x 6 deep saddle with ::8°'min '� 8 min stone valve restrained as required stone ~ finished to main 6" 6" corp stop g %��'" • joint restraints :. ston grade 1 2 O.D. tA' 1 2 O. D. / 16' 2°min. - fi' max. -s- p .o. Opposite Side Pp 12 gauge insulated (� 4'stone concrete 6" stone 5' copper wire for line 1" cou lin stone [o be screw type s PP Same Side P g Y w . • . •:'i adjustable . f,,.,,.•�:::.•:.•.:•r.•.•r.'rr.•.:•.•r ..•.:•.i•. �:.•r. r . 9.r:•• minimum of 6" I PWM tracing, taped at 10 (PJ X FIP) C14-44 . . . . ... ,r , CONCRETE CRADLE CONCRETE ARCHL`1`8`"`t'o"2"4`" r ---+- 26' � � • [stone '�� � � � � •.t above top of base valve box locator marker eneral bachlill toot intervals with SS insert and9 MIP plastic plug stone COPPERSETTER — ►� 8"x 8°x 16" solid block stone meter Opposite Side Same Side (for valves 12" and larger) joint 'yppT qt ppfy�� polvnm ClIm I IM+feAP size restraints m �aiilr miw • �+aaEsioc 8" / ! C72-18WD-44-44-64 VBH girON 1�iDary 0► FLAW Is �M 5 8" x 3 4° VBH C82-tOWD-4444-84 3!4" VBHC72-18WD-44-4484 VBHC82-18WD-44-44-64 ....................... ......... 24" select 1" VBHC74 15WD-44 44 64 - NIA- backfill Note: this detail is also used for butterfly valves II INSTALLATION NOTES: r tr,`• ,•A SOURCE: ADAPTED item VDOT Standard $It "te and Va. DM PLATE, 3.08-1 1. Exact location of meter box assembly to be approved priorinstallation.to r :s lr 2. Water service crossing street: et: 6 a) Encase in 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the , mechanical joint street, to one foot beyond sidewalk. I INLET PROTECTION NOTE; ) gauge pp ( g) PCorp.swivel tee with a, b Install 12 au a insulated copper wire for line tracing) from Corp.cor stop to into the meter box [wrap wire around cor 6' branch n'f stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball valve]. concrete 6" CONCRETE ENCASEMENT SILT FENCE USED AS INLET PROTECTION rr -10- SEP 05 IS NOT ALLOWED IN FREDERICK GATE VALVE FIRE HYDRANT ASSEMBLY 5/8 x 3/4 , 3/4 AND 1 METER INSTALLATION TRENCH & BEDDING COUNTY. CONTRACTOR MUST INSTALL -7- SEPOS -9- SEP o5 -1. SEP 05 THE OPTIONAL STONE ARC AS SHOWN. TREAT WOODEN PANNEL STONE CONSTRUCTION ENTRANCE WITH WATER SEALANT. SDR 35 spigot SDR 35 spigot by I by gasketed SDR 21 gasketed bell 45° bend bell adapter 71Y MIN. EXISTING 2 finished A 3, PAVEMENT grade S'1 8 ® �; • • \ \ concrete skid pad ,. MOUNTABLE BERM 1, 0" : 18" dia. x 6" deep FILTER CLOTH 6 MIN. A MOUNT BLE `g r 4" stone mum CLOT$ ` SIDE ELEVATION (OPTIONAL) 3' minimum Panella Model PA4SV-CSK (4") SDR 21 gasketed GAG Valvco, Inc. 1 cast iron cleanout cap with brass EXISTING GROUND SDR 35 8" x 4" pipe and fittings Fig. No. 71 BOB plug having a countersunk square (DOWNSTREAM VIEW) gasketed bell wye SCH nt with lid marked head 70• MIN. solvent weld cap "SEWER' SDR 21 -cleanout pipe B WASHRACK 10' MINA. VDOT E TYPICAL 6" TALL BY 8' WIDE DOG-EARED property bottom section—►,q � gpTIQiN.) COAR3� ACiCSR�`'C'�tT�'—�,"'``• line —� of box —#— FENCE PANEL. INSTALL OR 4'X4'X8' finished 18° brick base g, TREATED POSTS SET 3' DEEP', grade i• r • "S` MIN• �—► PAVEM DUMPSTER ENCLOSURE./SCREENING ry : 4� . AVEIENT / sanitary SCREENING �C sewer main SDR 21 wye SDR 2145°bend FENCE DETAIL 5 location marker 36° min. 45° SDR 21 cover VDOT •i POSITIVE DRAINAGE 10' MIN• N.T.S. -�-5 DNx,� AGGREGATE B - SEDIMENT 2-101 ACRES OF DRAINAGE AREA: C � stone -".'. :.,•... <. ` ^�.... r A ... TRAPPING DEVICE w <• ' a;•.t•.•t':, ... s.y,�.i •` .,,•.,tt•t•^,a.�<:,,:.'.;,.,.f. �x.u.,..:'i.t's.'.. + 45° r a ',. R .rx `'w t it +Y . • MUST EXTEND' FULL VADTH V t� :- •;',• �OF ffrlQfi W AND E(iIi W rr ` (~1� 6" stone bedding OPERATION PLAN VIEW V `R •• ' �. ::•'' 4' OF 3000 PSI Q+� ~' treated 2"x 4" with tz• e ' 'y • ` ' CONCRETE W/ FIBER G„ :, t.• a y top 6" painted green 4" pipe at 2,00% g4' OF 21-B COMPACTED MIN. F'I'RR 1 �+ CLOTH TO 95% DENSITY minimum grade t V Q 30 MIN. (OPTIONAL) V SUBGRADE FREE OF' ORGANICS a Q �4 a.orH (DOWNSTREAM VIEW) & COMPACTED TO 957. DENSITY Z) V SECTION A —A O' VDOT it TYPICAL SIDEWALK UZA L1� COARSR AGGRLGATE SECTION pQyy . , :'• i• �.'' • 't• .tit FLOW g ,•• r. �• r SEWER CLEANOUT •.• I. � . ••• ^ t+ �� ��. —~ �'' 8' OF 3000 PSI CONCRETE W/ SEP 05 SEWER LATERAL - ' ' -T'' WOVEN WIRE REINFORCEMENT -19 8' OF 21-B COMPACTED FOR MAIN WITH COVER 15 FT OR LESS c-� -17- SEP05 REI�IFaRCED � SECTION B—B DRAIN �� CLA38 I RIPRAP TO 95% DENSITY Q SOU M. AMM fmm S111111111119111 CatIlL ad ft MW M 3A-1 SOURCE: VA. DSWC PLATE. 3.20-1 SUBGRADE FREE OF' ORGANICS & COMPACTED TO 95% DENSITY 1.5' OF SM-9.5 TYPICAL DUMPSTER TEMPORARY DIVERSION DIKE SPACING BETWEEN CHECK DAMS a 3' OF BM-25•0 SECTION o 0 8' OF 21-B COMPACTED j Q 3d (MITI.) t� A o G TO 95% DENSITY LU L = THE DISTANCE SUCH THAT POINTS Z Q do Compacted Soil A AND B ARE OF EQUAL ELEVATION �� �� SUBGRADE FREE OF ORGANICS Seals and Signatures g Q Q �— PIPE OUTLET To �► / & COMPACTED TO 95% DENSITY n a C,� PLAN VIEW D 18 - now TYPICAL PAVEMENT �P�TH Op V � SECTION UNDER ENTRANCE, jo W w � - —La B DRIVE AISLES, ANDLOADING AREAS G,�2 111111 Milli I Mill I milli I Milli I Milli I Milli 10151111101111111111 BENJAMIN C. o z -�—'-- u M O NT O M RY v o 0 0 �--- 4.5 min. 2 OF SM-RA -10>x Q l n d � No.030342 SECTION A -A � � 6' OF 21-B COMPACTED �� TO 95% DENSITY ASS � � �Gti ------ ram crass a»7r at e•-W: RNOOMMIRM NTIOA IIvrnts rIrmDeisR TONAL DATE: OCT 12, 2006 NOTES: 1. APRON 12MG MAY BE R11FRAP, GROUTED RIPRAP, GAHION HASxer, OR CONCRETE. SUBGRADE FREE OF ORGANICS 2• Ia rS THE LENGTH OF THE RIPRAP APRON AS CALCULATED / � & COMPACTED TO 957. DENSITY SCALE: N/A USING PLATES 3.18-3 AND 3.18-4. SOURCE: VA. DSWC PLATE 3.09-1 SOURCE: VA. DSWC PLATE, 3.20- 2 THESE PLANS ARE IN CONFOiRMANC'E WITH COUNTY OF 8. d - 1.6 TIMES THE MA7mNM STONE DIAMETER, BUT NOT FREDERICK STANDARDS AND OIRDINANCES• ANY DEVIATION FILE NO. 06-196 LE88 THAN 8 INCHES, TYPICAL PAVEMENT OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE Source: Va. DSWC Plate 3.18-1 SECTION UNDER THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. PARKING SPACES SHEET 6 OF 7 CG-6 NOTES: 1, THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE. 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB & GUTTER. 4, FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER 5H%L BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A ' qr' 2" R OF THE VOOT ROAD DESIGN MANUAL. 6" D VA, , O l THE BOTTOM OF THE CURB AND -' GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF 6" 2'-0" SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MANTANEO. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR SPECIFICATION REFERENCE COMBINATION 6" CURB & GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION -5 DOWELS, 8" LONG A PERMISSIBLE AT 12" C•C � CONSTRUCTION 5' IA!N.- JOINT 12:1 MAX 12:1 MAX B z' B RA).fP (SEE TABLE) TRUNCATED DOMES I A SEE SHEET IOF 4 FOR DETAILS i SHAPE 70 MATCH FACE OF ROADWAY CURB BACK OF CURB 48 :1MAX 20 ;1- 48 1 L6AX. - �-rMIN •� SECTION A -A PERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 4. Y = n _I v Q r 0 Q n 1,91 CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK TYPE B T PARALLEL APPLICATION f, X. 5' MIN �r 12�-t�'"1-' ROADWAY GRADE MINIMUM RAMP LENGTH iN FEET IN PERCENT 4" CLRB E- CURB = A <' SOUARE LANDING AREA F OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR Ca SStNA=K PERPENDICULAR CROSSWALK WITHIN THE MARKED CROSSWALK AREA 0 4 6 1 .5 7 2 5 8 3 _ 6 9 4 8 8 12 5 15 6 14 15 V. 9/06 201.03 CC-12 NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. SHEET 3 Of 4 sPEancAnoN REFERENCC CG-12 DETECTABLE WARNING SURFACE 502 TYPE B (PARALLEL) APPLICATION REV.7/05 VIRGINIA DEPARTMENT OF TRANSPORTATION - 203.06 Section 2B.04 STOP Signn(Rl-1) Standard: When a sign is used to indicate that traffic is always required to stop, a STOP (RI-1) sign (see Figure 2131-1) shall be used. The STOP sign shall be an octagon with a white legend and border on a red background. Secondary legends shall not be used on STOP sign faces. Section 3B.16 Stop and Yield Lines Standard: If used, stop lines shall consist of solid white lines extending across approach lanes to indicate the point at which the stop is intended or to be made. Guidance: Stop lines should be 12 to 24 inches wide. Stop lines should be used to indicate the point behind which vehicles are required to stop, in compliance with a STOP (Ri-1) sign, traffic control signal, or some other traffic control device, except YIELD signs. If used, stop and yield lines should be placed a minimum of 4' in advance of the nearest crosswalk line at controlled intersections, except for yield lines at roundabout intersections as provided for in Section 313.24 and at midblock crosswalks, In the absence of a marked crosswalk, sswalk5 the stop line a or yield line shoul d be placed at thedesired stopping or yielding point, but should be placed no more than 30' nor less than 4' from the nearest edge of the intersecting traveled way. Stop lines should be placed to allow sufficient sight distance to all other approaches to an intersection, Section2B.06 STOP Sign Placement Standard: The STOP sign shall be installed on the right side of the approach to which it applies. When the STOP sign is installed at this required location and the sign visibility is restricted, a Stop Ahead sign (see Section 2C.29) shall be installed in advance of the STOP sign. The STOP sign shall be located as close as practical to the intersection it regulates, while optimizing its visibility to the road user it is intended to regulate. STOP YIELD signs shall not be mounted nted on the same Post. sins and pDpp C Guidance: Other than a DO NOT ENTER sign, no sign should be mounted back-to-back P sign, r shape of the TO with a STOP sign in a manner that obscures the p S g Stop lines, when used to supplement a STOP sign, should be located at the point where the road user should stop (see Section 2B.16) If only one STOP sign is installed on an approach, the STOP sign should not be placed on the far side of the intersection. Where there is a marked crosswalk at the intersection, the STOP sign should be installed in advance of the crosswalk line nearest to the approaching traffic. From " Manual on Uniform Traffic Control Devices" 2003 Edition cc-n I I I A'1 STREET APPROACH SAME SURFACING (RADIUS TO AS I g I AS NAI LINE ROADWAY (SEE NOTE 8) GENERAL NOTES SHOWN ON PLANS) C 1L WHEN CG-111S USED FOR I I - - - - STREET CONNECTIONS THE CONNECTION MUST BE DESIGNED N ACCORDANCE WITH - - - - I (RADIUS TO BE AS AASHTO POLICY AND THE APPLICABLE REQUIREMENTS RQ QW O RADIAL COMBNATiON SHOWN ON PLANS) AN X �T SSICN MANUAL, INCLUDING SlCiir CURB AND CUTTER CC-9� NOTE 7) + 2' WHEN t}� ENTRANCE O CAN�ri�A - - 1� SAE I I TURNING REQUIREMENTS E HEAVY TRUCK TRAFFIC THE DEPTH FOR SIDEWALK k CIMtB RAMPS 70 THE RADd5H0UL0 BE 2) bII 6 u 91C<$JLSfD HT_OWOAL -7 3. WHEN USED N CONJUNCTION WITH STANDARD CG-3 _ I OR CO-7 THE CURB FACE ON THIS STANDARD IS TO BE ZR:iffi ATNSION EXPANSION JOIN4•. TO MATCH THE MOUNTABLE CM NOTE, WIDTH MB° 2'-0" OR AS MAINLINE ROADWAY SEE STAI)A D CG-12 FOR CURB RAMP DESIGN TO BE USED WITH THIS STANDARD. SHOWN ON TYPICAL SECTION. A•.E1 WARPING b. ORTIONI'il� Ol'r' PLAN VIEW RT�ER4T0 �CL�IDEPDWPXi�� WATER. ENTRANCE NOTES MAINLINE ROADWAY SLOPE G. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW 10' PARABOLIC CURVE LIE IS REQUIRED 4a� TO PROVIDE POSITIVE DRAINAGE ACROSS 8 % MAX. OPTTIIOt AL FLOWSSHOULDERSLOPE CHANGE ® - -zaL 7. MAIJt9'E PAVEMENT SHALL BE CONSTRUCTED TO THE _ V R�/WQ (EXCEPT ANY SUBGRADE STABLIZATiON MAIM iE ROADWAY - - - - �' -' •� - - - - - �L►'pE FOR MMi.IPE PAVEMENT WHICH CAN BE 8% MAX. -.- OAMTT N THE ENTRANCE.) ® SLOPE CHANGE -- B. RADIAL CURB OR COMBINATION CURB AND GUTTER D SHALL BE BEYOND R/w LINE EXCEPT FOR REPLACEMENTTHE 20' MIN" FOR 9. THE DESIRABLE AND MAXiMUM ENTRANCE MADE CHANGES COMMERCIAL ENTRANCE "W ARE LISTED IN THE A LOWAM ENTRANCE GRADE TABLE. THESE VALUE'S ARE NOT APPLICABLE TO STREET M CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES B ^1 ENTRANCE VOLUME GRADE D.E DESIRABLEM HIGH MORE THAN tAOD vPD 0 % MEDIUM WO-SOO VPD S 3 x LOW LESS THAN 500 VPD S a x CLASS A3 i. , i, s• • s. • ►, NOTE, ALLOWABLE ENTRANCE GRADE TABLE IS NOT co TE "•' s , : ; 1 APPLICABLE TO STREET CONNECTIONS SECTION C-C SPECIFICATION REFERENCE iu UHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES REV 0/0 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 CG-12 A _12C7 I PERMISSIBLE CONST. 5' H&N.i-"- JOINT L � A TRUNCATED DOMES SEE SHEET IOF 4 FOR DETAILS TANGENT PLAN STD. CG-2 2'-0" 5'-0" BACK OF CURB 12 1 48, 1 MAX 20 1 ---48! 1MAX 2' TAN. SECTION A -A NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET t OF 4. TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE MINIMUM RAMP LENGTH IN PERCENT I IN FEET 8 10 14 15 15 I u I Y� Ur 1 & a 1 v� CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS AND ROADWAY GEOMETRICS PROVIDING THE DIMNSIONS AND SLOPES ARE AS NOTED. �X 12:1 MAY 5'IN X X 2IN l AT X , 2" HIGHER THAN EDGE o AT XX FSAMEE)ASNTOP OF CURB THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP, LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 60" M.N. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. NOTE THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMJTEO TO 15 FEET, REGARDLESS OF THE SLOPE. SHEET 4 OF 4 CG-12 DETECTABLE WARNING SURFACE SPEREFERD(CEERENCE REV.7/05 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION sot 203.07 VIRGINIA DEPARTMENT OF TRANSPORTATION Section 2A.16 Standardization of Location Support: Standardization of position cannot always be attained in practice_ Examples of heights and lateral locations of signs for typical installations are illustrated in Figure 2A- 1, and examples of locations for some typical signs at intersections are illustrated in Figure 2A-2. Standard: Signs requiring different decisions by the road user shall be spaced sufficiently far apart for the required decisions to be made reasonably safely. One of the factors considered when determining the appropriate spacing shall be the posted or 85m- percentile speed. Section 2A.18 Mounting Height Support: The provisions of this Section apply unless specifically stated otherwise for a particular sign elsewhere in this Manual, Standard: Signs installed at the side of the road in rural districts shall be at least 5 ft, f h pavement. m f the sign to the neared e o the a measured from the bottom o h g g P o clearance e bottom of the Where parking or pedestrian movements occur, the earance toth sign shall be at least 7 ft. Section 2A_ 19 Lateral Offset Standard: For overhead sign supports, the minimum lateral offset from the edge of the shoulder (or if no shoulder exists, from the edge of the pavement) to the near edge of supports overhead sign supports (cantilever or sign bridges) shall be 6 ft. Overhead sing shall have a barrier or crash cushion to shield them if they are within the clear zone. Ground -mounted sign supports shall be breakaway, yielding, or shielded with a longitudinal barrier or crash cushion if within the clear zone. Guidance: For ground -mounted signs, the minimum lateral offset should be 12 ft from edge of the traveled way. If a shoulder wider than 6 ft exists, the minimum lateral offset fro ground -mounted signs should be 6 ft from the edge of the shoulder. Support: The minimum lateral offset is intended to keep trucks and cars that use the shoulders from striking the signs or supports. Guidance: All supports should be located as far as practical from the edge of the shoulder. Advantage should be taken to place signs behind existing roadside barriers, on over - crossing structures, or other locations that minimize the exposure of the traffic to sign supports. From " Manual on Uniform Traffic Control Devices" 2003 Edition I +Z- cc-12 GENERAL NOTES: 1, THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMa FLOOR i L00 BY 2 FOOT IN T I T 0 LENGTH N HE DIRECTION P E ION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER, TYPE A 3, SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHCALLY WITH RAMP PERPENDICULAR FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4- IF RAMP FLOOR IS PRECAST, HOL ES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT Of PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. - ,i M;N 5, REOU:REO BARS ARE TO BE NO.5 X B" PLACED YCENTER 70 CENTER ALONG 12a 1J•AX BOTH SIDES OF THE RAMP FLOOR, MID-DEP7H OF RAMP FLOOR. MINIMUM CONCRETE COVER f/Z", 12:1 MAX, 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. TYPE B 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWIL K IS EXISTING, PROPOSED, OR NONEXISTENT, THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES. FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS 12.1 UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL 12:1 MAX ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACNED•ENTEREO AND USED BY PEDESTRIANS. 51!, 3CX 8, RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2-MIN Al X 2" HIGHER THAN THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND EDGE OF PAVEMENT THAT THE SLOPE AT THE CONNECTION OF THE, CURB OPENING IS PERPENDICULAR TO THE CURB, AT XX , SAME AS TOP OF CURB 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RAMICANNOT RTHE TDC4NRATRUCK TYPE C TRAFFIC, EFERTO SANARDG13.COMMERCIALENTAN (HEAVY PARALLEL & PERPENDICULAR TRUCK TRAFFIC)FOR CONCRETE DEPTH. 10. WHEN CURD RAMPSAREUSED N CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH f 1-1.6" - 2.4" TRUNCATED DOLAE A C-C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 • 0 0 0 0 0 0 o 0 0 0 0 0 0 0 H, v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O m LJ ' N O 2" ;0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ' ,{ _J 50% - 65% OF BASE DIAMETER O O O O O O O O O O O G O O O 'r +(�.L� TOP DI ETER 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 VARIABLE ' '1 BASE DIAMETER I^'-- 4' MUMMUM. I PAY LIMITS TRUNCATED DOME DETAIL DETECTABLE WARNING SHEET 1 OF 4 DE TAIL CG-12 DETECTABLE WARNING SURFACE SRECrN�FE`"':" RCT'CE REV.7/05 GENERAL NOTES 105 203,05 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 May 2005 Page 6H-13 a.I O G20-2Q i 48"x24" ll 1' SOON. ELUVNATEO FLASHING AAMR (CAUTION MOOD TYPE O OR C k, COMES- SEE NOTE 3 1 i O 0 O sJ6 VW-28 r 48" x 48" SEE NOTE I W mg o Vi21-4 48" x 48" i t 0 t ... - Stationary Operation on Shoulder (Figure ITC4.0) Section 2A,20 Orientation Guidance: Unless otherwise stated in this Manual, signs should be vertically mounted at right angles to the direction of, and facing, the traffic that they are intended to serve. Where mirror reflection from the sign face is encountered to such a degree as to reduce legibility, the sign should be turned slightly away from the road. Signs that are placed 30 ft or more from the pavement edge should be turned toward the road. On carved alignments, the angle of placement should be determined by the direction of approaching traffic rather than by the roadway edge at the point where the sign is located. Option: On grades, sign faces may be tilted forward or back from the vertical position to improve the viewing angle. Section 2A.21 Posts and Mountings Standard: Sign posts, foundations, and mountings shall be so constructed as to hold signs in a proper and permanent position, and to resist swaying in the wind or displacement by vandalism (see "Square Tube Steel Sign Post" description). 4 D ENTER Si R5-1 Section 2B.3 O NOT O gnu ) Standard: The DO NOT ENTER (R54) sign. (see Figure 2B-9) shall be used where traffic is prohibited from entering a restricted roadway. Guidance: The DO NOT ENTER sign, if used, should be placed directly in view of a road user at the point where a road user could wrongly enter a divided highway, one-way roadway, or ramp (see Figure 2B-10). The sign should be mounted on the right side of the roadway, facing traffic that might enter the roadway or ramp in the wrong direction. If the DO NOT ENTER sign would be visible to traffic to which it does not apply, the sign should be turned away from, or shielded from, the view of the traffic. Option: The DO NOT ENTER sign may be installed where it is necessary to emphasize the one-way traffic movement on a ramp or turning lane. A second DO NOT ENTER sign on the left side of the roadway may be used, particularly where traffic approaches from an intersecting roadway (see Figure 211-10). From " Manual on Uniform Traffic Control Devices" 2003 Edition n May 2005 o r $ i 1 I ' l (0'SI-J,LI, aA1tAI� pno?l afro?-onLZ rtp Nrrpotarlp Sen.FFald %ERASSS18LE A ^ONSTRUCTiON '�� RT5 DOWELS, 8" LONG JOINT- 0 N2" C-C q•-O, 4' doa LAN. I- x z N 8' 10:1 B � M �'�_ MAX B 1' TRUNCATED DOMES SEE SHEET i OF 4 FOR OETA'_S A TYPICAL DESIGN 4'-0" BACK OF CURB 12'1 MAX.-48;1MAX. 20 1 SECTION A -A I+-2' MIN -PERVISS-.BLE CONSTRUCTION JONT SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, ALTERATIONS SEE SHEET 1QF 4. A !'SQUARE LANDING AREAVA CUTSOE OF 1 TRELWAY SHAL y Y BE PROVIDED WITHIN I �� �C THE MARKED CROssvfALK AREA U Y J U CA U 1 - CROSSWALK CROSSWALK TYPICAL PLACEMENT C OSSWALK TYPICAL_ PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) THIS DESIGN TO BE USED FOR CCNS7RUCTION THAT INCORPORATES WIDER S'DENVALK. LANDING 148'. WIDE) REQUIRED AT TOP OF CURB RAVP. MINIMUM, CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION.6 FEET FOR ALTERATIONS. SKC ICATNN CC-12 DETECTABLE WARNING SURFACE Rx:FERENC% Ci. 502 TYPE A (PERPENDICULAR) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION I t, 8V X 'Ji a-1zAt - t� j�• m r I � - • 'S' P4 X H� OZA1 im m I i o _ � Lc-iY,A I 6 TILN 339 4 „a0 x sr a DL-oGH � g ^r QIl l 31GII J3S - 11 KT o o 0 8Tm 1Y-H9 Did 1� j I f■ N` _ �. it00' i I O 'C' ' N 0 O 0 Gp x 24" 1 iSPE CV. SEE NOTE 6 Signing ForPrwjecr Li» is (Figure TTC-36.0) Aim I I I �A cOOZ AehT 2OF 4 W 7/05 203.05A TFFI TRANSVERSE PAVEMENT TIE-IN �� NOTES L TRAlsvusE PaxutxyT�Tew seuu�lxy�LN�eE�Em TotyRp�p�{ OMM RAVDVIT AI I Til1E= MDT-OEILOir➢ 6T KAWD SWAM /RIOGO �� TL[ PLANING TRANSITION PAVEMENT DETAIL a JI`WPAviilir7�7'rE PgW�`' ppFy7N♦EyN a IW6� BE T[ THAT 3E 8 AT�TTEETRNGNT N ,y,� T Poort NNE My W IaI EARSTIDK AV M V TIN WT E OOSTMO PAIND Ii OR Ewa DETX OVERLAYING TRANSITION PAVEMENT DETA9. TEMPORARY PAVEMENT WEDGE pntl.= surwx _ NOTES TOY. PAVOIOR *I L TEIPORMY PAVEIEMT WE= SK" K C06TIEI07[Or W FOUR & NL1CiAll ' 4[P1MIRtl PA F 7 FFE7 M LCNCTNN OOSTFH PAVOOIT VOOJf 1ltMO. WEDGE OETM_ TRANSVERSE PAVEMENT TIE-IN Z vFAW CPMrrM n OF 111140I RTA"M = 1 3" Anticipated land disturbance on VDOT right of way exceeds 10,000 square feet. In accordance with the Virginia Department of Transportation (VDOT) Road and Bridge Specification 107.14 (a), Special Provision 107D, all contractors performing regulated land disturbing activities within VDOT right-of-way must have an employee that has successfully completed the VDOT Erosion & Sediment Control Contractor Certification training. The Department will require evidence of this certification with any Land Use Permit application for this work. wr.-< I „-Ex6fNG RAv--MEAT EASING PAVEVL1Yi WaACSCD P4YENENT W DENNG PRCPOSED PAVENEVT 'WUMNO f^AWOSTICHILIN: P10PCSED A9PNA_7 lr (-";1NCi[T' uRFAfI COATIS' CVNUM! YJ" & CU. _ � - A1NWUl 09 MI'd NNVW E 15i,4' IZ SAWN MT .1 WWII M0 RENCVE CASTING A:YMA` i I FDNM A BENCH . NT A;PNALT TACK COAT RECUIED 1jS' 1 PaulEp[ P:EC��[CSEO PAVCNErIi LAYERS 4G.^AGATE AG: GM &YEP SAW CUT A IaNVV.N (F 2 ACHES AYU R '/E NAT TAIL TD T � E�aD [C D DC E R `O" T1 TA:K COAT..- SUBORADE sueGRMX PAVEMENT CONSTRJCTION JCNT DETAtI PAV=MEN- CONSTRUCTION JOINT DETAIL (EXISTNG PAVEMENT OVER 6" IN DEPTH) (EXSTING PAVEMENT LESS THAN 6" ,N DE°TID IOR.11C N01 TO SCAEI IUNA C NOT TO scw _I 1 Ew OVERLAY NO -ES: MN. IW' I. MEN TIC PAVEN'N- DCS:CN IS G-,CATER 91 DEF_ t - TAN Tt DCPTH CT TIE CASTING PAr ". SVeSMI'A:E ORMIUGE NAY BE R:O.LR-:D MI TN- E.G NEER. TA -OILED ING WSI jE WPROVEU aY 2 DVfAiAP THE ElseLAIC PAYEN.Irt AS SHOWN M 1K CONSTRIACRON JOINT OETMS, E. STAG f §CER IT x'ER-DOCMAR CMS10.VCTIa1 J3Mr SHALL 3E FRONDED AT ALL LOCATIONS WkRE NEW PAVlNJII A\EKE T AB:.TS EVISRNG PAVEMENT. A . 1 AREA F m' SHALL ff TflENMEO TO THE : FAB+BADE AVp CON`PCTEC V$PEOITT'11N- .CAA `MOTaxNi'�E. S'E CONSTRUCTION 5 SLFFACE OF MOE"hG Mt EA SAL BE FLUSH MTN TIE SJR'ACE OF EASING PAVEIAEX JON, CLAM MNON 10 OVERLAY. WOELEN- ��`C. ''•I 6 NA.L.9 OF WW AFM EA51LNG PA W-NI PAY 1 . 1 A'.>0- PA' M VL A dE "LUJ-EJ 0 -Yc ACCEPT RILE !E EHI CROS--'3OPE AND FAN'ENEHT DRNRAO[ T O+OI --E ENTIRE SVAFACE NWA OF THE NEW .0 Ex.STNG PAYEVENT 'niTt n NNMN OF SEE CO'sT .AC.V *5 JBSISQ 1: OF 15PHAT CU104E'! IQ A PJNI AT LEASI WC PELT 9 CRL NO *TER THE LOTS OF I11.FNTir.. .ONT OVAL 8. Cx1STNG PAYENENT NMR111GS AID RE A- 1r NOP.K TCW AS RECITED TO A'A1fv! ARADICAT- FCR AAP Y T A W V µANC E [ AS DIRECTED 3 NE EAG E.-R. CXSTNO 9. FNR. T VSVERSE PAV'MEM TE-L1 S^ CONFCFH TO TPE RECAREWE -S 0' SECIq. 3'5.55I0 CF PAVEMMENI K TAPERED FNO OUST TIC SPCCFCATIDA✓; CxCC'T T144T ALL JOINTS AT TIE-IN Lf ATICW, WMI W TFSTFO Now A 1- FFET SMAGN.-EDOr N ACCCROAMCE WTTF TIE RECUPEMEN'S OF SECTION 315.Di(9) CF THE SPEOFICAT)ONS. eE mPRJYEO aY WCm,EN IM 'lAiIAlidl FRCN THE T-SINS ECGE OF TIE $IARAGtiE04E EE-NECY AW IWD CCNTACi PgVIS MTH THE PAVEMENT SURFACE SHAL NOT EXCEED', ". ILµ. Lib A, PAVENENT W MINING FERFOII _NDER A `MOT LINO III PLAN SHAL MATE A PAICUE`LT DES.'GN DccM ovuaAY PROVIDED EY 11E PEWTTCE ANO 91TA340 81 THE VATiRVLS EN!IeFER. PLAN VIEW 'CRAVING NOT TO SC.YEI $PE4�GA-pn PAV=MEN- bV'D=NING R TfR<N'E N W TO' nRGSrA DE-ARTNRNI OT TRAVSPORTAT'OH JA NOt SPEED IeSS LIMIT ROADSIDE SIGN than 50 BUSINESS OR 0.6 m i RESIDENCE DISTRICT (2 ft) E C4 • 1 , SQUARE TUBE STEEL SIGN POSTS Square tube steel sign posts shall be fabricated from hot rolled, cafton sheet steel structural steel quality, conforming to the requirements of ASTM A1011, (5mde 50 except the yield strength after cold -forming shall be 60 ksi minimum The T steel gauge shall be 14 gauge for the 2 inch by 2 inch posts and 10 gauge for the 2 I/2 imch by 2 `/2 inch posts. Posts (inside and outside) shall be galvanized in accordance wiinh the requirements of ASTM A653, Coating Designation G-90. Posts shall use hart in ground anchor system that provides a stable installation and allows easy replacemeent of the sign post into the anchor system after vehicular impact. Posts shall conform to I the breakaway requi rements of AASHTO's Standard Specifications forStructural uPPoms for Ilighway 994 Edition including revisions). The Signs, Luminaries, and Traffic Signals (1 t g ) Contractor shall provide a copy of the FHWA's acceptance letter indicatinig compliance with breakaway requirements at the time of catalog submission of the posts. Posts shall have 7/16 (+/- 1/64 inch) openings of knockouts spaced 1 inch on centers con all four sides. Posts shall be installed in accordance with the manufacturer's recommendations. U LI- u_ � N O CO M W w oM� O tD O O Lo U NCD a O N t Z =Q� Y N o C � ��o E O O ? C 4- �J v1 O ~M t` 0o N 0LU 0 � z� 0 Uj Uj 0 W Z Q Seal a Signature aaO Ik . O (4Q O O LT H OF �P LU j o BENJAMIN C. v MONTGOMERY W C �o No.030342 �4 p SIONAL DATE: OCT 12, 2006 SCALE: 1" = 20' THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK FILE NO. 06-196 COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING SHEET 7 OF 7 ADMINISTRATOR PRIOR TO CONSTRUCTION.