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HomeMy WebLinkAbout39-19 Site PlanLEGEND EXISTING FEATURES EXISTING EDGE OF PAVEMENT _ EX EP EXISTING EDGE OF GRAVEL EX EG EXISTING CURB AND GUTTER MAXIMUMDAILY USE (GALLONS) EX CG -6 EX. INTERMEDIATE CONTOUR - - - - - - - -4g- - - - - - - - EXISTING INDEX CONTOUR - -50- - - - - EXISTING SPOT ELEVATION #180010331 X 50.0' EXISTING TELEPHONE LINE T T T - EXISTING SANITARY SEWER S S S EXISTING ELECTRIC SERVICE E E E -- EXISTING GAS LINE GAS GAS GAS - Right Side (McGhee): 10' EX. 15 " RCP EXISTING STORM SEWER 10' 101.20' EXISTING FENCE LINE X X X EXISTING DITCH LINE 1 per 250 sf 14 EXISTING WATERLINE W/ TEE - W W r-r--- EXISTING FIRE HYDRANT EXISTING Required EX. FH EXISTING WATER VALVE W W EXISTING REDUCER W W EXISTING TREE DRIP LINE 1 4 PROPOSED FEATURES PROPOSED EDGE OF PAVEMENT PROP EP PROPOSED EDGE OF GRAVEL PROP. CURB & GUTTER PROP. REVERSE CURB & GUTTER PROPOSED CONTOUR PROPOSED SPOT ELEVATION PROPOSED STORM SEWER PROPOSED SANITARY SEWER PROPOSED TELEPHONE PROPOSED ELECTRIC PROPOSED GAS LINE PROPOSED WATERLINE PROPOSED WATER METER PROPOSED FIRE HYDRANT PROP EG PROP CG -6 PROP CG -6R / 50- +50•0 PROP. 24" ADS -S S S T T T (2) 1 "WM PROP. FH COMMON LABELS & FEATURES PROPERTY LINE OF PROJECT NEIGHBORING PROPERTY LINES EASEMENT LINE PROPERTY CORNER FOUND PARKING SPACE TOTALS ADA HANDICAP PARKING STALL SIGNS SANITARY MANHOLE IDENTIFIER STORM DRAIN STRUCTURE IDENTIFIER LIGHT POLES LOCATION OF TEST PITS EROSION & SEDIMENT CONTROL FEATURES MAXIMUMDAILY USE (GALLONS) LIMITS OF CLEARING & GRADING - - - - - - LCG INLET PROTECTION 00 15 OUTLET PROTECTION ® OP Zoning CHECKDAM _ CD Legal References DIVERSION DIKE DD SILT FENCE W/ WIRE SUPPORT X X SF RIP RAP no no �o SEDIMENT TRAP ST FREDERICK WATER CONSTRUCTION NOTES Rev. Jan. 2019 1. Frederick Water's Water and Sewer Standards and Specifications are available at.www.fredenckwatercom 2. The contractor shall adhere to Frederick Water standards and specifications in effect at the time of construction. 3. The contractor shall coordinate with and arrange for inspection by Frederick Water. 4. The contractor shall connect a new sewer line to an existing manhole by core drilling the manhole. 5. A new water (or forced sewer) main shall be connected to an existing main by a wet tap. Frederick Water shall furnish all needed material and make the tap. a. An Application for Wet Tap shall be submitted and the initial fee paid before the tap is made. 6. Exact locations of water and sewer services on new lines are to be coordinated with Frederick Water's inspector. 7. Frederick Water's maintenance division shall furnish and install all water meters through 2 inch in size. It is the 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 be properly aligned with the coppersetter. b. The frame and co ver shall be set to final grade. c. The distance between the top of the cover and the yoke bar shall be between 20 and 23 inches. d. All components of the meter box assembly shall be in proper working order. 8. For services that connect to existing lines: a. Frederick Water shall furnish and install: i. all W'r-%", la",1 , 1 y2"and 2" waterservices ii. all sewer services. b. The owner/developershall: I. coordinate (or have the contractor coordinate) the location of the service lateral with Frederick Water's engineering assistant V. submit an Application for Service and pay the required fees. 9. All water service lines must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard number 1015 or 1013. 10. All fire lines must have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard number 1048 or 1047. Any exterior, privately owned fire line, interior or exterior, shall also have a fire service HP Protectus III meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 11. Frederick Water shall review the mechanical plan(s) for design and material approval of a building's: a. domestic water meter and its backflow prevention device, and/or its b. Fire service line's backflow prevention device. 12. DEQ must also approve sewer pump stations. Frederick Water requires a copy of DEQ's Certificate to Operate and a copy of the station's DEQ approved 0&M manual. These documents must be received before substantial completion is issued and water meters released. WATER & SEWER DEMAND AVERAGEDAILY USE (GALLONS) MAXIMUMDAILY USE (GALLONS) MAXIMUMPEAK FLOWRATE (GPM) 300 600 15 THESE NUMBERS ARE ESTIMATES FOR 10 EMPLOYEES AND WASH BAY 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 3.02. The contractor must maintain this access for the duration of the project. 6. The contractor will be respcnsible for adequate and positive drainage of this site. 7. The contractor will obtain a Caird 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 95916 density following Method A' of the Standard Proctor ASTM -D698, AASHTO-799, or VTM-1 as applicable. Any fill placed under buildings, structures, or pavement must be inspected and approved by a professional soils engineer. A geotechnical report supersedes this note if provided. 13. The contractor is responsible for contacting MISS UTILITY prior to any site work. All utilities shown on this plan are approximate locations and not all utilities may be shown. 14. The contractor will contain all litter and debris on-site. The work must be left in an orderly manner at the end of each workday. 15, An approved set of site plans must be on-site during the construction process. 16. The contractor will notify all utility companies prior to excavation within easements. 17. The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty days. DEPARTMENT OF INSPECTION GENERAL NOTES 1. Buildings shall comply with the Virginia Uniform Statewide Building Code & Sections 311, S (storage) and Section 304, B (business) of the International Building Code/2009. Other codes that apply are ICC/ANSI A117 1-3-03 Accessible and the Usable Buildings & Facilities. 2. Proposed 22, 000 sq ft single story warehouse/business shall comply with Chapter 5 for height and area (T503). Limitations for type of construction in Table 503 of the 2009 IBC and fire Protection shall be installed as required in Chapter 91BC. 3. Building shall comply with ANSI Handicap A117.1-3-03 for parking, entrance, and egress. A/l required egress shall be accessible. 4. Landings at doors shall not exceed 1:48 slope and thresholds shall not exceed 0.5" and walkways shall not exceed 1:20 slope; HC Signage shall comply with USBC 1106.8. 5. Special Inspection requirements of Chapter 17 of IBC shall apply to this structure and must be sealed by a Virginia Registered Design Professional. (Soils, concrete, steel, etc); specifically, fill for slab exceeding code shall require an engineered foundation. 6. A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for building permits. 7. Maximum slope across handicap parking stalls shall not exceed 2%, handicap signage shall comply with USBC 1106.8. 8. All required egress doors shall be accessible to a minimum exterior area for assisted rescue, section 1007.8 IBC. Note fire ratings around this door if this section is utilized. Required exits shall not exceed maximum travel distance listed in Table 1016.1. If building does not meet the exceptions for increased travel distance, additional accessible exits may be required along the perimeter of the building. 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. NAME. CERTIFICATION # EXP, DATE: RESPONSIBLE LAND DISTURBER CONSTRUCTION ENTRANCECE 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 Rev. June 201 V1. All work on thisro'ect shall conform to the current edition n p J s 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 VDOTs Work Area Protection Manual. A transportation management plan needs to be submitted for approval and land use permit issued prior to any execution of work within the VOOT right of way. V4. Theev l d e open shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. If required by the local VDOT Land Development Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor(s), various County agencies, utility companies and VDOT prior to initiation of work. V7. The contractor shall notify the local VDOT Land Development Office when work is to begin or cease for any undetermined length of time. VDOT requires 48 hours advance notice prior to any required or requested inspection. V8. The contractor shall notify the Traffic Operations Center at (540) 332-9500 for any traffic control plan that impacts a VDOT maintained Interstate or Primary roadway to provide notification of the installation and removal of the work zone. V9. The contractor shall be responsible for maintaining a VDOT permitted temporary construction entrance(s) in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. VII. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e. g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT V13. A// fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VOOT and that testing shall be performed in accordance with all applicable VOOTstandards and procedures. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VOOT Road and Bridge Specifications. Certified copies of a// test reports shall be submitted to VDOT daily, unless specified otherwise. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT V16. A post installation visual/video camera inspection shall be conducted by the Contractor on all pipes identified on the plans as storm sewer pipe and a select number of pipe culverts. For pipe culverts, a minimum of one pipe installation for each size of each material type will be inspected or ten percent of the total amount for each size and material type summarized. A// pipe installations on the plans not identified as storm sewer pipe shall be considered as culvert pipe for inspection purposes. Additional testing may be required as directed by the Area Land Use Engineer or their representative. V17. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V18, Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be instal/ed by the deve/aper or, at V00 T's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V19. The developer must provide to the VDOT Land Development Office a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of that work. Unit and total prices may be obscured. V20. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VOOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V21. Asphalt concrete pavement shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications, Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of the test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V22. In accordance with Section 302, 03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB -1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VOOT. V23, VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of guardrail layout to be given by VDOT after grading is mostly complete. V24. Approval of this plan shall expire five (5) years from the date of the approval letter. V25. VDOT Standard CG -12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT V26. The foundations for all box culverts shall be investigated by means of exploratoryborin s advanced below proposed foundation elevation to determine the type and condition of the foundation. The contractor shall submit copies of borehole logs and report findings of foundation exp/oration to the engineer and VOOT for approval priorconstructing box, foundation designs shall comply with VDOT Road and Bridge Standard P6-1. Contrary to the Standard, where rock is encountered and cast -in-place box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. TRIP GENERATION DATA ITE CODE ITE USE AREA 811 WAREHOUSE 42,500 sf IN OUT TOTAL 10 10 20 DATA TAKEN FROM THE I. T E. MANUAL IN OUT TOTAL ADT 7 15 221 220 LANDSCAPING NOTES 1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations and utility markings. Landscaper must stake and guy all trees. Stake locations must a void 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. Plant substitutions will be allowed with the written approval of the Frederick County Planning Department. 5. All plantings shall conform with the Frederick County Zoning Ordinance §165-203.01B. VICINITY MAP SCALE 1"= 2000' PROJECT INFORMATION Owner TSM, INC PO Box 1445 Winchester, VA 22604 Phone - (540) 974-1130 Property Data Tax Map Number 43-(19)-10 Address McGhee Road Area 5.559 acres Zoning M-1 Legal References #180010331 Existing Use Vacant Proposed Use Warehouse & Truck Repair Disturbed Area 4.0 acres Zoning Data Open Space Minimum 25% = 1.39 acres Open Space Proposed 47% = 2.62 acres F.A.R. Maximum 1.0 F.A.R. Proposed 0.18 Proposed Building Data Type of Construction 2C - Metal Area 42,500 sf Height 24 feet Max. Height Allowed 60 feet Building Setbacks Per Code Proposed Front (Welltown): 75' 117.47 Left Side: 25' 46.0' Right Side (McGhee): 75' 132.85 Rear (Rt 860): 75' 182.5' Parking Setbacks Per Code Proposed Front (Welltown): 25' 42.93' Leff Side: 5' 6.00' Right Side (McGhee): 10' 21.63' Rear (Rt 860): 10' 101.20' Use For Parking Unit Tabulation Office (3500 so 1 per 250 sf 14 Warehouse (8) 1.5 per employee 12 Features Acreage Allowed Disturbance Required Proposed Parking Spaces 26 26 Handicap Spaces 2 2 Loading Spaces (1:40K) 1 4 Monument Sign Data Sign Area 50 sf Monument Sign Height 12 It SEE FREDERICK COUNTY ZONING ORDINANCE § 165-201.06 Contact Numbers Sheet Index Surveying & Engineering Firm: 0 /o GreyWolfe, Inc. (540) 667-2001 Lakes & Ponds Zoning Enforcement: Cover Sheet & General Notes Sheet 1 Department of Planning (540) 665-5651 Boundary and Dimensions Plan Sheet 2 Site Inspections; Grading Plan Sheet 3 Department of Inspections (540) 665-5650 Frederick Water Profiles Sheet 4 Frederick Water Details Sheet 5 Erosion and Sediment Control. trance Plan Sheet6 Department of Public Works (540) 665-5643 Life Safety & Lrighting Plan Sheet 7 Sanitary Sewer and Water: E & S Notes -Landscaping Plan Sheet 8 Frederick Water (540) 869-1061 Erosion & Sediment Control Plan Sheet 9 VOOT., (540) 535-1824 Erosion & Sediment Control Plan Sheet 10 Telephone: Verizon (301) 954-6282 Retention Areas Electric., Shenandoah Electric Cooperative (540) 450-0111 sheet 8 of 10 that must be used if a dumpster is added in Gas: Washington Gas Co. (540) 869-1111 0 acres MISS UTILITY: 1-800-552-7001 0% Zoning General Notes Maximum 1. This project will not disturb any environmental features as Environmental Existing Disturbance Proposed defined by the Frederick County Zoning Ordinance. Features Acreage Allowed Disturbance 2. The owner will be responsible for obtaining or granting a o easements shown on this /an. P Flood lam P 0 acres 0 /0 0 /o 3. Easements will be recorded and copies sent to the parties Lakes & Ponds 0 acres 0% 0% involved. Wet/ands >1AC 0 acres 0% 0% 4. All utilities that will service this site must be placed Sinkholes 0 acres 0% 09/0 underground. Natural S. W. 0 acres 10% 0% 5. No dumpsters are proposed at this. A screening detail is on Retention Areas U L sheet 8 of 10 that must be used if a dumpster is added in Steep Slopes >50% 0 acres 25% 0% the future. Woodlands 0 acres 25% 0% APPROVALS Frederick County Zoning Administrator Final Site Plan Approved by Frederick County Planning Department Reviewer SP # 39-19 Date Date n i 1N C� cn m UUk 06 in (3 N n C /� �/ U L o^ C - O(6 0) M C >, N O N N 7 o L ti ANN n m c o caJ fu v ti�sC7 1N C� cn m O 06 in ywo W V W m 0 0 Cr U) p) z3tiz�o'�z zvr'i Lai W W QF2 W W Z2! Z m Q 0 Cr z� o-Q�z�xz ti PO LIJ Z U-) O LQ �~ �~ U C) W W L LC V~j� �Q Wo � j Q cn RW J) v J Z O 1. Site Plan approval from VOOT will expire three (3) years from the date of the approval letter. 2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval. 3. The Frederick County Sanitation Authority approval is valid for three (3) years from date of approval, If construction is not in progress at the DATE: JULY 31, 2019 end of this period, Authority appro val shall be void. 4. The Frederick County Department of Public Works approval is not enough to begin site development. The owner/contractor must obtain a SCALE: N/A Land Disturbance Permit and agree to periodic inspections. 5. The Frederick County Department of Inspections approval does not constitute a building permit. Building plans must be submitted and FILE NO. 0647 approved prior to constructing any structure. Furthermore, the site must meet all ADA requirements and be approved by Inspections. SHEET 1 OF 10 4" Of IM -19.0A d d 6" OF21-B COMPACTED TO d 95% DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 100% DENSITY TRAVEL AISLEAND HEAVYPAVEMENT SECTION FOR ON SITE 2" OF SM -9.5A 3" OF BM -25.0 d d 8" OF 21-B COMPACTED TO 95% DENSITY d SUBGRADE FREE OF ORGANICS & COMPACTED TO 100% DENSITY PRELIMINARY HEAVY PAVEMENT SECTION FOR VOOT ENTRANCE PAVEMENT DESIGN IS BASED DNA CBR VALUE OF 6 WHICH IS TYPICAL FOR FREDERICK COUNTY. THE VDOT FIELD INSPECTOR MAY REQUIRE THE 'FLEXIBLE PAVEMENT DESIGN WORKSHEET" PER THE 12000 PAVEMENT DESIGN GUIDE" BASED ON OBSERVED FIELD CONDITIONS, IF 50, THEN THE FINAL PAVEMENT DESIGN IS TO BE SUBMITTED BASED ON ACTUAL CBR VALUES OBTAINED USING VA TEST METHOD 8. CONTRACTOR WILL NOT INSTALL PAVEMENT OR CURBING WITHOUT INSPECTIAPPROVAL OF VDOT FIELD INSPECTOR. • ' 4" OF 3500 PSI CONCRETE W/ • NATURAL SAND 4" OF 21-B COMPACTED TO 95% DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL SIDEWALK SECTION 2" OF SM -9.5A 6" OF 21-8 COMPACTED TO 95% DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 100% DENSITY TYPICAL LIGHT PAVEMENT SEC77ON UNDER PARKING STALLS ONLY • ' `` " 6" OF 4000 PSI CONCRETE WITH `-`Y` • WOVEN WIRE MESH 6" OF 21-B COMPACTED TO 95% DENSITY / SUBGRADE FREE Of ORGANICS R7-8 HANDICAP PARKING SI) (12" X 18 RESERVED PARKING MAY BE PLACED INTERNATIONAL SYMBOL ON ONE BLANK. OF ACCESSIBILITY ADJUSTING THE REQUIRED HEIGHT 3' MIN. IF REQUIRED \ TO ACCOMMODATE \\ THE ADDITIONAL (v/ \ �$ a'^•.a LINES F � \ ^ a VAN \\\ \4 ACCESSIBLE REQUIRED \ \\\ \ PENALTY $100-500 EFFEVE JULY 1, 1998 TOW -AWAY ZONE \ 2 43-(19)-1INC. `r D 180005580 ZONED: M- NOTES' USE: WAREHOUSE \ 1. H/C SPACES MAY NOT EXCEED /-I 2q SLOPE. 10.SSACRES PARKING SURFACE CONCRETE WHEEL STOP ----' (IF REQUIRED) 2. RAMP BUIL T TO VDOT CG -12 STANDARDS. HANDICAP PARKING SIGN DETAIL J. WHITE STRIPING SHOULD BE 3 WIDE. (NOT TO SCALE) 4. H/C SIGNS TO BE SET 3 BEHIND SIDEWALK OR MOUNTED TO BUILDING IF POSSIBLE. E�/%/s/ ' o ✓' \ �s TRENCH DRAIN 10 �\ \ 43-(A)-566 OF #57s ON TOP 0 K& TE ' Lc Qc D8778,PG645�"F-3 & M-1FILTER FABRIC 24 ZONED: B #$75 USE: RAIL YARD 4" PERFORATED PIPE s A'- �/"� �a o Sago \ \ 16.740 ACRES 24" �,,, "' f A f / ! 1 F 6,7471 MPH 4 ,r'` ''...- ', \ Z- 35 ` \ �� � � � �� ✓ .-�' �/ � P,�32 , g0 p1 PG Z55 ��/-„,,-�,,,, � � �,,.•- j� l ,...-- � � \ A \ I TO REGIONAL POND SEE SITE PLAN TSM- WELL TOWN SP #44-18 �-'” ''/ EE ROPp 2b6 &p STORMWA TER QUALITYAND QUANTITY _//% s° ' M`�H pg 5g4' PG �° b•�� �00162�9 WAS DESIGNED TO ACCOMMODATE THIS SITE o ® I20 - "WET TAP, 8 GATE VALVE, & 20' JOINT OF PIPE BY FREDERICK WATER 8'GV (600) 24" TRENCH DRAIN - INSTALL AFTER SITE IS STABILIZED AND SEDIMENT BASIN IS NO LONGER NEEDED 8"G OUTLET 81f s°J f \ pNJi1p193 �\ c� &COMPACTED TO 95% DENSITY----G�---Cp-------- ./� 8"TEE WATERLINES8�E 8"TEf 1°SADDLE --+----+--\ \ P \\ \ w — w w — w � � w -F— w w w —I- w — w � w \G' TYPICAL APRON SECTION /�/����► / // r // /� des �1 3 / . / (?) 8"GV PR. 20' FW ESMT (TYP) o 6 G ~— o \ otrFH \ / N / �,• ,, I ♦ fA ,... I 49.33' .r '�.. ,gyp. TEE_ o 43-(19)-48 GRANT INVESTMENT /0 J f / MANAGEMENT, LLC 160012471 / ZONED: M-1 1 / Z USE: INDUSTRIAL 6.64 ACRES d f I RADIUS 101.2' � I DELTA I BEARING o e C-1 1 20.00' 23.46' 1 67°1242" 1 N83°03'01"E 22.14' CW ,r i C "r' b ��t �'� W U o 0 SEWER PUMP — O� � f N 010 C C i, o N O m tap ..•na a.. r :�i,r.`.; r t' K'» car .:•C � a n 100' "SOR-11F750 o c .-t m m J • r 1•U: ¢ 0 4 2500 �'+a e o O - 70' CDNC APRON ? •, ' ' "' �. S �' `s' 4 `� > N Sf Office FF = 711.50' 0 0 20' CONC APRON 1%SLOPE0 \ a 181.5' 3 W 2% SLOPE • c SEP. < ,....O .. .` ., ......� `:.., 0+ 24' a O O O 0 0 HVAC p O O O x °°ISI O I� O O I I I IQzlzlz I vq W O O O OTSM O N 2+�0 I ti I I q I I INC.0331) I 8001 ° I I I I I METAL - ZC BUILLpING I ONED. MO- 40,000 f Gg-Wa ehouse UWRH& 0'F=7115�LICK . RERA I I i o 5ACRTI o I l l I I I I I 4 o o 0 q 8'X6 MD CES I I I } I I ( I ( I I 3 \ w s Q Q o ° 400' M Cry W \ FH eo / I +00 e� i_.—_.-- -- --•-- -- -- — — -- —25'BRL h — - e -- — — -- -- -- --.�-- EX. IS' UTILITY ESMT DB 581, PG 902 1420' OF2"FORCEL MAL - SCH 40 PVC — — — — — — — — — — N 4703717" W- 740.00' v I S UTILITY ESMT - DB 581, PG 902 a *V �x X �-�- X- X—=�— X --X — X -=-X =X--- X X --- X / N 43-(19)-1740'BORING UNDER ( x MINIMUM IB"AND POLYPROCESSING o ° m DRIVEWAYAND COMPANY, INC. WATERLINE, D8 6E$ 864 _ — ` / - -- - ZONED: M-1 W W x r. r ... `--• ._.,,� USE: MANUFACTURING 110.31 ACRES x # I RADIUS I ARC I DELTA I BEARING I CHORD DIREC77ON C-1 1 20.00' 23.46' 1 67°1242" 1 N83°03'01"E 22.14' CW I I o r� DATE: JULY 31, 2019 I m I ! 9�� SCALE: 1" = 40- 40' 0' 40' FILE NO. 0647 SHEET 2 OF 10 GRAPHIC SCALE � m � O e � C o 0 C b � U o 0 C — O� � M C i, o N O m tap N � a n c o c N J��GS m UO <c 00 v yy O L d 0– L L �P=o wWoo �Qoz=o Z � tiz W W O O � 44 to Q Z y ti � w�wzzmQ� U � O O y N z O V) Lu rL' w 0 ■ COD U k Q1 O C o 0 — V) k a C D h \\ O o 0 N (U o m m ^ o / CID_j � \ I 110 �• � <�� �O � \ \\\ 709 --- Y\\ c� \\ I u, zQ�z�� G \ - - -.- _ _ 708 Lu O O W O 4'. �V \ 4 .Z` E- ,,.- i ^ ,!"� %" �1 �/ 5'� + \\ ' •/ \ \ ,,. --'' \ o \ \ \ \` \\� \\ \ I - V O O N �,.Yd �^ ,„, �\ / 5D�fr- py /� I' r \ \ vp a�/✓ 66 //r r i/ 706 \ w s"' \ ` \� \ I w / .4- 5� t \ I I \ z pB ' ` i coo > / V) > Lnw /� > / � / J / `,., J W ✓'.�//f �(� J ti. 6-4 I � -i—W —W -W - W -+—W Wim-- / i'j -, o W o 444\\\ W W+W W \ \1 \ o \ \ m oy+ //%�W—W ��f� 4. 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"'/ f../ ON°� � ✓""�� —W � t ✓� ip1 �` \ l \ 0 . .� l'-' / Y, \� \\ \\A` �m \ a � / es // /S \ I t \ \\ }I ` E� \\ r 90 ` \``� /f� 4 f�X F y /j // \\ 710 u^ . :t 1\ \ -. :. .;' �-' -.-' ? = � 25QS�Oe 12 SEWER If \ \ `\ �\ CONCAPR\ \ ONAPRON 7509 iit10'CONC. t 2%SLOPE "� \� li.SO' 2%SLOPE \ 00 11-4, 1 D c U 7 -, \ HVAC 72 l► / I RQ) 0 0 0' o o t o r C O I I 6 6 \2 Z Z¢ x Y i . ~ �. 8 \ o O O o \ \ e \ Z Z Z 9 / // / / t I( I I QI ,I ( v v U U � \ b O r0 00 O �I�,��I,�r,I�I to I J a o � a 1' I \ I I I` \o \\ O O O \ I\ \ 1¢ �,� { o \\ \ \\8D v \ \ol W o / / / / ,� I 4 7D I I� i D o `I I I' I I I tk , I I I I \ I `\I +71 \\,\ / /�► II 2 7 / O 7 \ 1p1 7V" / ^ ! \ ( �J74a I I I j Mf7 L -2C Bk/ GING I \ o \ \ \ 6D \ C / / r 40,000�� ar�g�Oa/ehouse +7� e ( �J� ( ll \\ I I 10 \ \\ h�l O U W � —\`\ �o • n \ I It + ,, 71 o 11 \`\I \ p GI i o uj / 7-0 II f PF52 // 7 D\\ I ^, 400' _ 11 1 11D t t 10-97 J+ -- 1 \ I 71 _ \ p } 711 8-9 1 II 721 7B to L \ 710 \} 7-9" \l CMSt 5— � U ¢ O W ___ __ __ _ ____ _ �W 8 8 1 �p + 1 }l i / �' XX X JCr—-�i-.•^.n.o*^..--X^.,.^'^^.^^.-X--="�_-A°---�--X-=•----X-�--X—=--:1'-� ..?C..--='' � X . .r�� >piP,,, p>9• I J I I;xl �� I W II I I x z �m I t I I`Ui iw 1:9 I DATE: JULY 31, 2019 SCALE: 1" 40- = 40' 0' 40' FILE NO. 0647 GRAPHIC SCALE SHEET 3 OF 10 715 710 705 700 Wl 0+00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 SANITARY SEWER FORCE LATERAL 710 705 700 695 uim W L oLL: e r C p o MAINTA N 48" COOR--� p 2 k o 0 U MAINTA 48" COVER 8" DI CL52 P pE C w\x — O0 DI GLSZ M --- -------J - -� CONC.D TAIN48"COVER e" m N N _ L :3 18 alEAR 2 Ln N ti PIPE a 0 _ — J 8-70-1 CL52 025 M IINTAIN 36" CO V1 R 12" CLEAR _ ti ti W b W W i J 18 CLEA 1420' OF " FORCE LATERA - SCH 40 PVC _ Z titi3W �ti WQNW 4 � N M3 b N Wg t�O Oab�'1 ^ 4l0 CORED ILL CONNECTIOFTO m O m HZ _ N N3 OC100 (Z 00 F co ¢ 00 MANHOL BY CONTRACTOR PER 025 W 02$ Q FREDERI CK WA TER INSPECTOR I i c� k z LIZ, M o � ori C9 W C� � o00 O O o -- aZti �VN vi M N ¢in b ^ N N i tiRWLLI nnnn Ztiti C4tn'xxt` 0+00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 SANITARY SEWER FORCE LATERAL 710 705 700 695 uim 0+00 0+50 THIS SECTION WITH TAP, GATE VALVE, AND 20' JOINT OF 8" DUCTILE TO BE INSTALLED BY FREDERICK WATER. TEST PITS REQUIRED TO DETERMINE EXISTING LINES DEPTHS AND FIELD CONDITIONS MAY REQUIRED MECHANICAL BENDS. 710 710 705 705 700 700 695 695 ml 685 1+00 1+50 2+00 2+50 3+00 WATER LINEA 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 W L oLL: e r C p o MAINTA N 48" COOR--� p 2 k o 0 U MAINTA 48" COVER 8" DI CL52 P pE C w\x — O0 DI GLSZ M --- -------J - -� -� MAIA TAIN48"COVER e" m N N _ L :3 18 alEAR 2 Ln N ti PIPE a 0 ca _j J 8-70-1 CL52 025 W 025 � W ti ti W b W W i J Z titi3W �ti WQNW 4 � N M3 b N Wg t�O Oab�'1 ^ 4l0 m O m HZ _ N N3 OC100 (Z 00 F co ¢ 0+00 0+50 THIS SECTION WITH TAP, GATE VALVE, AND 20' JOINT OF 8" DUCTILE TO BE INSTALLED BY FREDERICK WATER. TEST PITS REQUIRED TO DETERMINE EXISTING LINES DEPTHS AND FIELD CONDITIONS MAY REQUIRED MECHANICAL BENDS. 710 710 705 705 700 700 695 695 ml 685 1+00 1+50 2+00 2+50 3+00 WATER LINEA 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 WATER LINE B 710 710 705 705 700 700 695 695 W L oLL: e C p o K p 2 k o 0 U MAINTA 48" COVER 8" DI CL52 PIP C w\x — O0 0) M --- -------J - -� -� MAIA TAIN48"COVER m N N _ L :3 W 2 y 2 Ln N ti PIPE 0 ca _j 8-70-1 CL52 025 W 025 � W ti ti i J Z 4 W m _ F co ¢ 00 025 W 02$ Q bm LIZ, 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 WATER LINE B 710 710 705 705 700 700 695 695 0+00 0+50 1+00 WATER LINE C 710 705 715 710 705 700 •f,Lj 1_F 700 oz w d 695 ro 690 W L oLL: e C p o K p 2 k o 0 U MAINTA 48" COVER 8" DI CL52 PIP C w\x — O0 0) M O Z S a m N N _ L :3 W 2 y 2 Ln N ti 0Q 0 ca _j 025 W 025 � W ti ti i J 0+00 0+50 1+00 WATER LINE C 710 705 715 710 705 700 •f,Lj 1_F 700 oz w d 695 ro 690 w m O in y7 1 � WWO� ;;2 7 Zt zoaQ�y� W V W m 0 0 Z O O p ~ 2 3 ti Z~ p C W y¢ Z y ti ti LLJ WQ�2 W W Z Z m Q U Z p c¢ i J ~ W W ti V J Z O W C = 2 C��o�yN DATE: JULY 31, 2019 SCALE: 1" = 5'/50' FILE NO. 0647 SHEET 4 OF 10 IT L oLL: e C p o K h h k o 0 U C — O0 0) M O N N @J L :3 -r3 , Ln N y 0 ca _j w m O in y7 1 � WWO� ;;2 7 Zt zoaQ�y� W V W m 0 0 Z O O p ~ 2 3 ti Z~ p C W y¢ Z y ti ti LLJ WQ�2 W W Z Z m Q U Z p c¢ i J ~ W W ti V J Z O W C = 2 C��o�yN DATE: JULY 31, 2019 SCALE: 1" = 5'/50' FILE NO. 0647 SHEET 4 OF 10 43-(19)-48 GRANT INVESTMENT MANAGEMENT LLC 160012472 ZONED: M-1 USE: INDUSTRIAL 6.64 ACRES CORE DRILL MANHOLE — ~�11 I1YV 1N ww w _ 6" 80INV0 7i SSSMH=707.3'lSv IS CENTURY LANE - ROUTE 862 FH 8" WATER LINE 43-(19)-17 POLY PROCESSING COMPANY, INC. DB 609, 864 ZONED: M-1 USE: MANUFACTURING 110.31 ACRES X X 20' 20' GRAPHIC SCALE FORCE MAIN FROM TACO BELL S---� IN w I s S S S �l S �l S X -- CONCRETE CRADLE •,file WXII D.D. STANDARD mrsao, BeIM afill NI bawd w be oonp I,Iw lD 91 of ASiM f%9B meNmum density. TRENCH & BEDDING .1 - CONCRETEARCH I•eeecl rakfill red D. MAR 1B EIONE SPD PUMP PERFORMANCE CURVE GRINDER PUMP, 1HP, 1725 RPM too 95 90 85 80 75 70 65 60 55 � 50 w ¢ 01 ° a 45 z z < 40 o w < ao = 35 30 a Z r 0 25 J Q 0 20 1s 10 5 0 -5 -10 15 20 -25 mane le be 6<rBW NPe adjustable VdNe b9l mlmum m6' vahe ho: engin FIRE HYDRANT ASSEMBLY 6 APR 09 230 zzo 210 200 190 180 170 160 150 140 30 20 10 00 3 90 w 0 80 w w 70 z 60 0 50 U 40 z 30 20 0 0 0 10 -20 30 -40 -50 -60 I I I I I I I I I I 0 2 4 6 8 10 12 14 16 18 DISCHARGE (Q), GPM ESD 08-0022 REV. 2, 6/08 In eaanM to reaealnl� Xlani W Me imin0, arrylob1Ne11 bwdhIrftspeCifiealenOmol sato warm d1 dw nmrq soda be resuNma. L- resbelned lengm of pipB (FVCor DIP) D = pipe daoc.r O 1 C 1 B' 1 IT I 1C L(R) 1 60 1 W JIN I 120 1 1201 1401 1W TEE, CROSS, WYE / L-I05vaWAlen r0Iplp6(nC0r DIP) D - ppe aNmabr D e• a• 12 19• 16 ar an• 0.S, 23 t12,n tla° L(X) 20 T. 20 201 20 20 HORIZONTAL BEND RESTRAINED JOINTS FOR TEE, CROSS, WYE AND HORIZONTAL BEND -2- FEB 09 down bBtle La- down bma radminol IBngm of a, (no or DIP) depm,Ikmin. W - op bp[I mslmMatr III of pipe (no or DIP) D -MPs dameler P Wd de D Een, yae many rerun pmH bend sXell belaz4alned.ln eddmaneny Mgtha11e0s vnde Qe 6PeoiX� IenPN on Ball aMe ImBfiNng Imall be re6trdn� RESTRAINED JOINTS FOR VERTICAL OFFSET -4- D 6' 0' 812 tfi', i6' 820' RO' S• IG IXIp 20 40 60 80 SHEET 5 OF 10 Lu m w z, RJ Ro RESTRAINED JOINTS FOR VERTICAL OFFSET -4- D C 9•&12 16'.16920• za• 2x 1Ir La (nl 20 29 CO 90 SHEET 5 OF 10 Will 20 21 20 20 RESTRAINED JOINTS FOR VERTICAL OFFSET -4- D 8' �Q 10',16 & 20'26' NOMINAL WALL THICKNESS 11 Ile Ltl IX) 'm 20 - 211 SHEET 5 OF 10 LU(X) 20 20 20 20 RESTRAINED JOINTS FOR VERTICAL OFFSET -4- C)J SEMI -POSITIVE DISPLACEMENT TYPE PUMP EACH DIRECTLY DRIVEN BY A 1 HP MOTOR CONCRETE BALLAST MAY BE REQUIRED SEE INSTALLATION INSTRUCTIONS FOR DETAILS OHMS M S a ❑ D H U 2 LEvd w'wrRus) �Q 1/2' NOMINAL WALL THICKNESS FIELD F JOINT PREWIRED 150 GALLON CAPACITY ❑ D R Tr rr• m 101'/UJ Illi ly/1 '!/L/ iRELESS CONTROLS) ACCESS WAY VENT / GASKETED LID, HDPE SHEET 5 OF 10 10/20/10 DUAL WALL, CORRUGATED STRAIN RELIEF CORD DR BY HOPE ACCESSWAY CONNECTOR ISSUE SCALE POWER/ALARM CABLE i ~ / B CONDUCTOR WI n o (n 0 INTERNAL WELL VENT Co u 2.0' DIA. E/CNE EQUALIZER j y� ¢ v �Q ELECTRICAL QUICK DISCONNECT RpW valva BXeII L NEMA 6P (EQD) O [6 0) valva bar M DISCHARGE 1 1/4' FPT INLET, GROMMET (304 S.S.) TO ACCEPT 4.50. O.D. O o PVC PIPE (STANDARD). to C3 N -g@� DUST COVER SUPPLIED A QUICK DISCONNECT ASSY. FOR SHIPMENT (NOT L (304 S.S.) SUITABLE FOR BURIAL) 01rX M S.S. CAST BALL VALVE C: n 1 1/4' DISCHARGE LINE O I (304 S.S.) &n 871rmCHECK 5 VALVE .t NORYL NSCH —F—ALA. u I bid frr--�ANTI-SIPHON VALVE C)J SEMI -POSITIVE DISPLACEMENT TYPE PUMP EACH DIRECTLY DRIVEN BY A 1 HP MOTOR CONCRETE BALLAST MAY BE REQUIRED SEE INSTALLATION INSTRUCTIONS FOR DETAILS MODEL OH152 / DR152 DETAIL SHEET NA0052P02 FEB OS Df� D2 WM ldMsot me Rargenell Ice m1ninea. In eaanlm, ell loins wAnm Ind eaAed IBngm on MB WW 6MBof inerodovr yell Wra4e6oBa. L - Iestminea lengma p pe(WCor DIP) D - pipeaiameter HDPE TAMC �Q 1/2' NOMINAL WALL THICKNESS J 150 GALLON CAPACITY ® NSF e AD CH SHEET 5 OF 10 10/20/10 C— 1 DR BY dK'D I DATE ISSUE SCALE MODEL OH152 / DR152 DETAIL SHEET NA0052P02 FEB OS Df� D2 WM ldMsot me Rargenell Ice m1ninea. In eaanlm, ell loins wAnm Ind eaAed IBngm on MB WW 6MBof inerodovr yell Wra4e6oBa. L - Iestminea lengma p pe(WCor DIP) D - pipeaiameter REDUCER In eaaAon Io rBBlrelning ms mnnedbn, enYlolln met Was wnnln nw speared Imam snail be rao-elnea. DC 9• tr 16' IP 5Y 2a• L-ovro,adlergtlla Mpe (wC or DI14 L(fl) 60 80 1W 120 120 i a 1E0 D-pi,liamae' VALVE, DEAD END RESTRAINED JOINTS FOR REDUCER, GATE VALVE AND DEAD END -3- PEB w • �\c En GO �Q CAN 7/13/07 A (LCO y y oLC nrvsnee graaB (� / SHEET 5 OF 10 NA0052PO4 O � LnH � d 000�mmm Naglve : vaslW CSlone i ~ 0l r ba e min NNebo 6ea,la n o (n 0 0 Co u Ne box na•mm. j y� ¢ v �Q Iocoibn marker adaptor RpW valva BXeII L O [6 0) valva bar M 1 pox 0000000 O o > to C3 N -g@� REDUCER In eaaAon Io rBBlrelning ms mnnedbn, enYlolln met Was wnnln nw speared Imam snail be rao-elnea. DC 9• tr 16' IP 5Y 2a• L-ovro,adlergtlla Mpe (wC or DI14 L(fl) 60 80 1W 120 120 i a 1E0 D-pi,liamae' VALVE, DEAD END RESTRAINED JOINTS FOR REDUCER, GATE VALVE AND DEAD END -3- PEB w • �\c En GO �Q CAN 7/13/07 A (LCO y y oLC nrvsnee graaB (� / SHEET 5 OF 10 NA0052PO4 O � LnH � d s e ryl» 0 Naglve : vaslW CSlone i ~ 0l r ba e min NNebo 6ea,la n o (n 0 0 Co u Ne box na•mm. j y� ¢ v �Q Iocoibn marker adaptor RpW valva BXeII L O [6 0) valva bar M 1 pox b O o > to C3 N -g@� A L H o� � 01rX M C: n IS O tlon 5 .t Bk ek 16'6 la Db ror lr valve 6'. Wend12' naelB pad lO•a1a.xC deep llnisned yraae d, En GO O CAN 7/13/07 A (LCO y y CpnGaW Paa I9•aia.x6 apap nrvsnee graaB (� / SHEET 5 OF 10 NA0052PO4 O � LnH � d s e ryl» 0 Naglve : vaslW CSlone i ~ 0l r ba e min NNebo 6ea,la p (n screw Npa 0dlusmple valve box NpB atllusWbb vavn Wx Ne box na•mm. j y� ¢ v �Q Iocoibn marker adaptor RpW valva BXeII L � filen¢ re_Iren19 "nod valva bar NOa ur gear Bk ek 16'6 la Db ror lr valve 6'. Wend12' naelB pad lO•a1a.xC deep llnisned yraae d, 16°,18', 20' end 24' Z O GATE VALVE In S• APR 09 Lu ®F7I]0NS e ❑ ®I�IIIrTINL}���l�1�•mU2—U� LES(EL"AR°0f20 >I ❑ ®UU 4 !L — U LEVELI CONrRIX.S) CONCRETE BALLAST MAY BE REQUIRED SEE INSTALLATION INSTRUCTIONS FOR DETAILS Z Q ti Z Z 0.ti W V � � LLJ 01 C ZOO U) O ~ a��z1-76 U y¢ Z� 2 h CA Z U W W czLLA ntz A 2 W� W Z Z mtI I'D ¢ O t1�00yN NSF 1 AD CAN 7/13/07 A 1/16 DATE: JULY 31, 2019 DR BY CWT DATE ISSUE SCALE • SCALE: 1" = 30' FILE NO. 0647 / SHEET 5 OF 10 NA0052PO4 s e ryl» 0 Naglve : vaslW CSlone 2a•mm. 0l r ba e min NNebo be bevel9ear vBwbPo Ne,¢ 4alnea lB eln NpB atllusWbb vavn Wx RpW valva BXeII valva bar NOa ur gear 1 pox edaPtpr adaptor o� � tlon WsnW,, Br 8k ,6 O sola block i6' ok liddock Water Forced Sewer 16°,18', 20' end 24' Z O GATE VALVE In S• APR 09 Lu ®F7I]0NS e ❑ ®I�IIIrTINL}���l�1�•mU2—U� LES(EL"AR°0f20 >I ❑ ®UU 4 !L — U LEVELI CONrRIX.S) CONCRETE BALLAST MAY BE REQUIRED SEE INSTALLATION INSTRUCTIONS FOR DETAILS Z Q ti Z Z 0.ti W V � � LLJ 01 C ZOO U) O ~ a��z1-76 U y¢ Z� 2 h CA Z U W W czLLA ntz A 2 W� W Z Z mtI I'D ¢ O t1�00yN NSF 1 AD CAN 7/13/07 A 1/16 DATE: JULY 31, 2019 DR BY CWT DATE ISSUE SCALE • SCALE: 1" = 30' FILE NO. 0647 MODEL DH152-93 / DR152-93 SHEET 5 OF 10 NA0052PO4 if.Ti; 100 CCO x w a 80 C0 J U w > 60 vi Z =U' 40 IZ 0. ill CODE ITE USE AREA 811 WAREHOUSE 43,500SIC AM PEAK HOUR IN OUT TOTAL 1101 10 1 20 PM PEAK HOUR IN I OUT I TOTAL ADT 7 1 15 1 22 1 L_L20 ES77MATED THAT 99% OF TRAFFIC WILL BE COMING TOIFROM F-732 EST. PHV RIGHT TURNS - (IN) = 0, (OUT) = 15; EST. PHV LEFT TURNS (IN) =15, (OUT) =0 ROUTE 860 - LOCAL STREET - POSTED 25 MPH RIGHT TURN ANALYSIS PHV = AADT x 11 % RT860PHV= 100x11% = 11 PHV APPROACH TOTAL, VEHICLES PER HOUR 00: LEFT TURN ANALYSIS PHV = AADT x 1 i % OPPOSING VOLUME RT 860 PHV = 100x11% = 11 RT 860- PHV LEFT TURNS = 15 LEFT TURN LANES SHALL BE CONSIDERED WITH LEFT TURN PHV IS >100 SIGHT DISTANCE Ni ALL 240' OF RT 860 IS VISIBLE FROM THE ENTRANCE. RT 860 HAS NO CURVATURE AND IS LEVEL. r I V RT 860 - 60'R, 0. W. DB 891, PG 1109 25 MPH - 100 AADT EP V) -i x`�GGA6 \ \ CG -11 J \ r x N \ Temporary Traffic Control Plan Gary R. Oates - Verification No. 020917037 Entrance Plan General Notes: 1. This project is classified as a TMP Type "A" project. Traffic on the project is low-volume. The traffic volume for the Rte 860 is 100 vehicles per day (2015 AADT_034) with a posted speed limit of 25 mph. 2. The project is located at the intersection of Route 860 and Route F-732 in Stonewall Industrial Park in Frederick County. 3. The work consists of installing a new moderate volume commercial entrance. 4. The work zone will be approximately 100 feet in length for the entrance. S. The work zone will consist of shoulder closures and temporary closure on the south bound shoulder of Route 860, following the Virginia Work Area Protection Manual (VWAPM) and the MUTCD. 6. The work zone will be in operation Monday through Friday, during day light hours with lane closure only being allowed between 9:00am to 3:00pm. Lane closures will not be allowed from noon the workday before a holiday to noon the work day after the holiday as specified in the Road and Bridge Specifications or as approved by the engineer. 7. The contractor shall provide an intermediate level Work Zone Safety Coordinator to develop the work zone and at least a basic level Work Zone Safety Coordinator to monitor and maintain the work zone. 8. The shoulder closure will follow TTC-4.0 of the VWAPM. The lane closure will follow TTC-23 of the VWAPM. Signing project limits will follow TTC-53 of the VWAPM. 9. The contractor shall submit a detailed traffic control plan to VDOT for review 14 days prior to any construction on VDOT Right -of -Way. 10. The contractor shall maintain adequate access and sight distance to all properties. Emergency Vehicles and Postal Vehicles shall have access to properties at all times. 11. All equipment and material storage shall be located outside of the clear zone. The clear zone for this project is 30' beyond the edge of the existing pavement. 12. Entrances, Intersections, and Pedestrian Access: The roads must remain open to traffic at all times during construction. The 10' shared use path adjacent to the work zone must remain open during construction. 13. The Contractor is responsible for designating a person assigned to the project who will have the primary responsibility, with sufficient authority, for implementing the TMP. 14. Contractor personnel assigned to the project must be trained in traffic control to a level commensurate with their responsibilities in accordance with VDOT's work zone traffic control training guidelines. 15. At a minimum, the Contractor shall perform daily reviews of the work zone to ensure compliance with contract documents and established specifications and standards. Typical Sections. - See Entrance design Plans Details - See Entrance Design Plans Schematic layout of work zone - See Entrance Design Plans Public Communications Plan a. The Contractor shall notify the VDOT Project Manager/Residency Administrator of scheduled general work plans and traffic delays a minimum of seven (7) days prior implementation of the work. VDOT will provide project information to the Staunton District Public Affairs in advance of the start of construction and weekly updates by noon on Thursday for the following weeks work. Changes in the work plans shall be made immediately known to VDOT. b. The Contractor shall notify the VDOT Project Manager/Residency Administrator of specific work requiring lane shifts, lane closures and/or phase changes a minimum of two (2) working days prior to implementing that specific activity. Activities requiring height, width, and weight restrictions require notification ten (10) working days prior to the specific activity. c. The Contractor shall notify the VDOT Project Manager/Residency Administrator of any unscheduled traffic delays immediately upon knowing the change to the work schedule. Transportation Operations Plan - Not required. The work zone is less than 1/2 mile in length. Section 213.04 STOP Sign (R1-1) Standard: When a sign is used to indicate that traffic is always required to stop, a STOP (RI -1) sign (see Figure 213-1) shall be used. The STOP sign shall be an octagon with a white legend and border on a red background. Secondary legends shall not be used on STOP sign faces. if appropriate, a supplemental plaque (111-3 or R1-4) shall be used to display a secondary legend. Such plaques (see Figure 213-1) shall have a white legend and border on a red background. If the number of approach legs controlled by STOP signs at an intersections three or more, the numeral on the supplemental plaque, if used, shall correspond to the actual number of legs controlled by STOP signs. At intersections where all approaches are 1 R - r Rl-4 shall be mounted below each STOP sign. controlled by STOP signs (see Section 213.0'/), a supplementalp plaque ( 1 3 0 ) g 1 plaque may a used instead of the 4 -WAY 1-3 supplemental plaque. O tion:The ALL WAY 1-4 su lementa a u b � (R ) PP P 4 Y � ) PP P 4 Su ortdesign and application of Stop Beacons are described in Section 4K.05. All STOP signs must be 30"x30'. in the Edinburg residency. Section 2B.06 STOP Sign Placement i f the approach t which it a lies. When the STOP sign is installed at this required location and the sign visibili is restricted a StopAhead sin see Section 2C.29 shall be Standard: The STOP sign shall be installed on the right side o e0 g tY 3 g ( ) g gPP g q n shall located a cls a 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 installed in advance of the STOP sign. The STOP sr s a be s close s g 5 P g ty S(( W( �( g g 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. Support: Section 2A.16 contains additional information about separate and combined mounting of other signs with STOP signs. Guidance: Stop lines, when used to supplement a STOP sign, should be located at the point where the road user should stop (see Section 3B.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 two roads intersect at an acute angle, the STOP sign should be positioned at an angle, or shielded, so that the legend is out of view of traffic to which it does not apply. 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. Section 3B.16 Stop and Yield Lines Standard: If used, stop lines shall consist of solid white fines extending across approach lanes to indicate the point at which the stop is intended or required It o be made. If used, yield lines (see Figure 313-14) shall consist of a row of solid white isosceles triangles pointing toward approaching vehicles extending across aPPTolleh lanes to indicate the point at which the Yield is intended or requireduired to be made. Stop lines should be 24 inches wide and white thermoplastic. Guidance: Stop lines should be used to indicate the point behind which vehicles are required to stop, in compliance with a STOP (Ii sign, traffic control signal, or some other traffic control device, except YIELD signs. The individual triangles comprising the yield line should have a base of 300 to 600 mm (12 to 24 in) wide and a height equal to 1.5 times the base. The space between the triangles should be 75 to 300 mm (3 to 12 in). i in compliance with a YIELD 1-2 sign or a Yield Here to Pedestrians 1-5 or R1 -5a) sign. O tion: Yield lines may be used to indicate the point behind which vehicles are required to yield co ance Y 9 Y P � ) � � ) � f r field lines at roundabout intersections as provided for in Section 3B.24 and at midblock n i line should be laced a minimum of 1.2 m 4 ft in advance of the nearest crosswalk line at controlled intersections exce t o Guidance: If used, stop and yield s p ( ) p y p 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 9 m (30 ft) nor less than 1.2 m (4 ft) 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. If used at an unsignalized midblock crosswalk, yield lines should be placed adjacent to the Yield Here to Pedestrians sign located 6.1 to 15 in (20 to 50 ft) in advance of the nearest crosswalk line, and parking should be prohibited in the area between the yield line and the crosswalk (see Figure 311-15). Stop lines at midblock signalized locations should be placed at least 12 To (40 ft) in advance of the nearest signal indication (see Section 4D.15). Support: Drivers who yield too close to crosswalks on multi -lane approaches place pedestrians at risk by blocking other drivers' views of pedestrians. 1 O W ' W `..-._ 1ANIrF F+O-- F -o- F -o- F-0 �� F -o--- F -o --- RT 860 Widening Profile D i m Ao yo T LN 0 A 0 A� LAB kZ -- / \ a� GRAPHIC SCALE 2 Lane WAVE Feel Stand umn (Fagg (mPN 9 10 11 1. THS ITEN MAY BE PRECAST OF CAST IN PLACE. GENERAL NOTES 2. CONCRETE TO RE CFACE M F GIST IN PLACE. AS AMERE ROADWAY IEEE NOTE 31 SHOWN CH ttAN51 -- ---�- �l IRMNS TO RE AS 4000 EDI F PRECAST. W O s� SHOWN ONPLANS) CG -2 R Cli i OF Una FEET ON LEER (ALONG FACE OF WAS) SMALL 2 O 56 4B5 b50 E05 WREN. 2 4. raft IEE WITH STABLED (PEN-ORPCED O Z IQO ^ J W D IE DEPTH OF A'TO TTIE PAVEKM. �iO ^ J to �Z J ti ofN W I 3 ? ti of N W I D, 6" W kO Q) ti 3 Y I m(l 2 ^. to tLl N O �oO W to 00 tO V 3 ail ^, to Ql N ]ii QZW Z OMITTED OMITTED W i1E EMRAKE.) tl EXISTING SUBBASE PROPOSED SUBDASE Z 'IOC , a EE ' PEG gATDN REFERENCi U�LkiN �U-) Nhr) N� k tutik USW Q to N"�ro^ x Z J WZU PLAN VIEW ENTRANCE NOTES CONSTRUCTION JOINT DETAIL W 5. WHEN THE ENTRANCE RAO. CANNET ACCOMMODATE THE VRCINIP OEPARTMFNi OF IRPNSPORLATgN W ® REMOVE EXISTING ASPHALT LAYERS TO EXISTFD SLOBASE AND REPLACE WITH PROPOSEO ASPHALT WIDEWNC LAYERS -29 =11)m BIB 27o - ® PROPOSED 4WMW I'/e INCH THICK ASPFALT SIRFACE COURSE IEEE NOTE 51 1OF PARAROLIC CARVE UENTRANCE C y' EpCE pF PAVEXERT W B%MAY. D HDRE N O "tl ]'.IEEE CG -Ill i W.M 12 LACHES, Ad GREATEfl AS NECESSARY TO ABUT THE FULL TMCKNESS OF E%ISTINC ASPHALT LAYERS 29- G. PEAS ARE TO INDICATE WHEN CO OSTROODAN OF A FLOW AS DETERIPED BY OF(SEE NOTE SI Widen Rood to full 24' width LIMA 6 REQUIRED TO NROVgE POWIIVE MRANAGE ACROSS itE ENTRAMf. Alai, 306 NY NAC. D ® CG -11 ENTRANCE L 30 J L S 51 CQWECnQ . 1. ASPHALT PAVEMENT WINENNG SHALL HAVE A PAVEMENT DESIGN N ACCORDANCE WITH CURRENT VDOT PROCECIWES µD AS APPROVED BY TM ENGINEER. 12' 12' ® 29' CanAER�CIHR"'EHTHANCE 14'@29 25' 1 © 27. I +/-11 ' @ 29' Ir +/-11 ' © 29. 1 1 O W ' W `..-._ 1ANIrF F+O-- F -o- F -o- F-0 �� F -o--- F -o --- RT 860 Widening Profile D i m Ao yo T LN 0 A 0 A� LAB kZ -- / \ a� GRAPHIC SCALE THE HUTTON OF PE SURE AND MITER M4Y HE CONSTRJCTEO PARALLEL TO THE 30PE OF SUBBfSE cWRUES MOO. A MINVEM S ..a'..TH OF ]" THS AREA AMY BE CONCRETE AT THE III OF ME CONTRACTOR Entrance Profile - Route 860 HATCHED AREA DENOTES LIMITS OF SURFACE MILL AND OVERLAY EXTENDING THROUGH THE ADJACENT TRAVEL LANE PER VDOT STANDARD WP -2. LIMITS OF FULL DEPTH PAVEMENT WIDENING ALONG ROUTE 860 SHALL BE DETERMINED BY EXCAVATION IN THE PRESENCE OFA VDOT INPSPECTOR AND MATCH CORE SAMPLES REQUIRED PER WP -2r R1-1 CG -n WP4 A ii -r ,I 211+1 Stop Sign al -1) STOP signs are intended for use where traffic is required to stop. The STOP sign shall be An octagon with While message and border on a red background. The standard size shall be 30 x 30 inches. Where greater emphasis or visibility is required, a larger size is rmouunended. M A mint....... p Inim,tion Tse_ '_9-A . -: -unnlemenlary prof (R)-31 should be me imar ecu bdow each STOP sign. If the numberof he approach legs pl the intersection r three ar more, m numeral on the IMAnd ALL- plate shell cora(,pond to the o supplementary number of legs, or ahe ll legend ALL -WAY (Bled may be used. no sIstmeA tanda piste shall have white letterson a red backgrhes ( and shall have a Standard size of I'_ r. b inches (RI -3) or Ig x 6lnche (R.`4). A STOP sign Seacon or beacons may be use'- :( :,miuncumn with a STOP sicr a• described in section 4E4. Saontlary messages shall not be used on STOP sign face. ROADSIDESIGN RURAL DIS TRIOT ----------- Entrance -----_ WNOP CROSSRC-.. Ty NOTES: Lane WAVE Feel Stand umn (Fagg (mPN 9 10 11 1. THS ITEN MAY BE PRECAST OF CAST IN PLACE. GENERAL NOTES 2. CONCRETE TO RE CFACE M F GIST IN PLACE. AS AMERE ROADWAY IEEE NOTE 31 SHOWN CH ttAN51 -- ---�- �l IRMNS TO RE AS 4000 EDI F PRECAST. :NJMENT TRAVEL LME 3. LVMHNATILW CUIM & CUTTER HAVING A RADJS SHOWN ONPLANS) CG -2 R Cli i OF Una FEET ON LEER (ALONG FACE OF WAS) SMALL 12 x RE PAD FOR AS NC] AN"CHADON CURB & 56 4B5 b50 E05 WREN. e6 Sao eoD e6a 4. raft IEE WITH STABLED (PEN-ORPCED 55 595 95B ]15 .AIIAGE LATER THE .11. THE Puree l B SaIEWALK AND DO TE 5}y,L� RE CONSTRUCTED PM/tUEL TO THE SLOPF OF EUWoOl COURSES Mlnlmam Nre, Wnamafpr L mean A¢a<a n b FII Ce tC00feel, D IE DEPTH OF A'TO TTIE PAVEKM. AEOWW SDS -1300 Wo s}R TO A. THIS CURB MAY SE USED WISH 4 DESIGN SEEDS 40 MPH OR LESS L� 1' R ON RURAL HGHWATS AND 45 APR OR S N DEVELOPED UIDµ SUB I I AFFA THESE OSSIUM SPEUOS ARMEE CONSrRUCiION JOMT EKCEEOEO STANDARD CC -7 IS REWIRED. D, 6" ND,A 51 OpipNAy UNPAVED SPACE 3. NAV4PE PAVEMENT SNARL BE CONSTRUCTED TO THE NOTE, ALLOWABLE ENTRANCE PANE TABLE IS NOT D 'eD D D -A e -A! e _ _ _ _ FLOW ANNE - ____ ]ii D D e D D D THE HUTTON OF PE SURE AND MITER M4Y HE CONSTRJCTEO PARALLEL TO THE 30PE OF SUBBfSE cWRUES MOO. A MINVEM S ..a'..TH OF ]" THS AREA AMY BE CONCRETE AT THE III OF ME CONTRACTOR Entrance Profile - Route 860 HATCHED AREA DENOTES LIMITS OF SURFACE MILL AND OVERLAY EXTENDING THROUGH THE ADJACENT TRAVEL LANE PER VDOT STANDARD WP -2. LIMITS OF FULL DEPTH PAVEMENT WIDENING ALONG ROUTE 860 SHALL BE DETERMINED BY EXCAVATION IN THE PRESENCE OFA VDOT INPSPECTOR AND MATCH CORE SAMPLES REQUIRED PER WP -2r R1-1 CG -n WP4 A ii -r ,I 211+1 Stop Sign al -1) STOP signs are intended for use where traffic is required to stop. The STOP sign shall be An octagon with While message and border on a red background. The standard size shall be 30 x 30 inches. Where greater emphasis or visibility is required, a larger size is rmouunended. M A mint....... p Inim,tion Tse_ '_9-A . -: -unnlemenlary prof (R)-31 should be me imar ecu bdow each STOP sign. If the numberof he approach legs pl the intersection r three ar more, m numeral on the IMAnd ALL- plate shell cora(,pond to the o supplementary number of legs, or ahe ll legend ALL -WAY (Bled may be used. no sIstmeA tanda piste shall have white letterson a red backgrhes ( and shall have a Standard size of I'_ r. b inches (RI -3) or Ig x 6lnche (R.`4). A STOP sign Seacon or beacons may be use'- :( :,miuncumn with a STOP sicr a• described in section 4E4. Saontlary messages shall not be used on STOP sign face. ROADSIDESIGN RURAL DIS TRIOT ----------- Entrance -----_ WNOP CROSSRC-.. Ty Lane WAVE Feel Stand umn (Fagg (mPN 9 10 11 A zuST CT APPROACH SAME SGRFAGNG tflMUS TO BE AS GENERAL NOTES 125 AS AMERE ROADWAY IEEE NOTE 31 SHOWN CH ttAN51 -- ---�- �l IRMNS TO RE AS 1. WHEN USED N COIIUNCTION WIIN STANDARD CG -3 OR CG -],TIE CURB FACE ON THS STANDARD B TO :NJMENT TRAVEL LME ASPHALT PAVEMENT NWEmAG SHOWN ONPLANS) CG -2 R Cli i DE W.ArSTED TO MATCH THIS NOUS E CINE CARDARATION. 12 x EDGE HE E%IONG PAVEMENT (AS DETERHNEU IN FIC -01 56 4B5 b50 E05 2. SEE STAWAPO CG -12 FOR CURB RAP DESIGN TO BE e6 Sao eoD e6a NIDI SURE THAM 1900 VPo D % } % 55 595 95B ]15 ]00 l B SaIEWALK USED WITH HIS STADARO. Mlnlmam Nre, Wnamafpr L mean A¢a<a n b FII Ce tC00feel, s. a r .MLA' m p AEOWW SDS -1300 Wo s}R TO --ISF�WE%LK 4 TACK COAT THE PROPDSSO i I I SECTION C -C Law LESS THAN hour Wit s&z ax CONSrRUCiION JOMT E%ISiNG tSPHALi LAYERS PROPOSED 0.5PH11i LAYERS :q ND,A 51 OpipNAy UNPAVED SPACE 3. NAV4PE PAVEMENT SNARL BE CONSTRUCTED TO THE NOTE, ALLOWABLE ENTRANCE PANE TABLE IS NOT E A SEE NOTE _ _ _ _ FLOW ANNE - ____ R/W LINE IE%GEPT ANY SIRGRME SIABECOCNIH FOR MMLM PAVEMENT WHICH CAN _________________ EXPAVSIM Jar p' EXPAV40N OMITTED OMITTED W i1E EMRAKE.) umS EXISTING SUBBASE PROPOSED SUBDASE I'terrumdrIUROUC0 RffERFNE£ 'IOC 4. NIXON. CURD OR COWHATIM CURB MD g1ETER EE ' PEG gATDN REFERENCi METHOD OF TREATMENT (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL. ENTRANCES) _ -- - NOTE; ..I.'a' Y-0" CR AS�V SALLA ROADWAY S4KL HOT BE CONSTRU ATED BEYOND THE Will LNE EXCEPT FOR REPLMEMENT PURPOSES. PAVEMENT WIDENING COMPACTED SUBGRAOE RfiERENCE q"'�" SHOWN ON TYPICAL MCI", A NU1E 1 PLAN VIEW ENTRANCE NOTES CONSTRUCTION JOINT DETAIL TO MON DATE 5. WHEN THE ENTRANCE RAO. CANNET ACCOMMODATE THE VRCINIP OEPARTMFNi OF IRPNSPORLATgN TURNNG REM WNTS OF ANTICIPATED HEAVY TRUCIt ® REMOVE EXISTING ASPHALT LAYERS TO EXISTFD SLOBASE AND REPLACE WITH PROPOSEO ASPHALT WIDEWNC LAYERS MNB.M ROADWAY SLOPE TR.YFIC THE DEPTH FOR LOEWALK L CURB RAPB WITHIN t1E OFTIE RADIS Ma PE iqual RTO ® PROPOSED 4WMW I'/e INCH THICK ASPFALT SIRFACE COURSE IEEE NOTE 51 1OF PARAROLIC CARVE UENTRANCE C y' EpCE pF PAVEXERT W B%MAY. D HDRE N O "tl ]'.IEEE CG -Ill i W.M 12 LACHES, Ad GREATEfl AS NECESSARY TO ABUT THE FULL TMCKNESS OF E%ISTINC ASPHALT LAYERS Ay FLpy, L•li-� SLOPE CXAVCE- ® _ _ _ _ - p G. PEAS ARE TO INDICATE WHEN CO OSTROODAN OF A FLOW AS DETERIPED BY OF(SEE NOTE SI MM1FE flOADWAY SgE 'r' NOiE ]I LIMA 6 REQUIRED TO NROVgE POWIIVE MRANAGE ACROSS itE ENTRAMf. Alai, 306 NY NAC. D ® T. THE DESRI&E AD MAYLMM ENTRANCE CRAM CHAgSSS ACRE CHANGE- � D T, l ETLICSE PSEEVALUES AM HOTV THE T APNCEPLN4CABLE TO STREET NOTES: S Fall CQWECnQ . 1. ASPHALT PAVEMENT WINENNG SHALL HAVE A PAVEMENT DESIGN N ACCORDANCE WITH CURRENT VDOT PROCECIWES µD AS APPROVED BY TM ENGINEER. CanAER�CIHR"'EHTHANCE INTERSECTION NOTES 2. THIS PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE CEPTHS MD TYPES OF DE LAYERS OF E%6TNG PAVEMENT, SUBSURFACE IXAWAGE of THE EXSTING AND PROPOSED PAVEMENT SHKL BE ADUFF55W IN THE PAVEMENT DESWN. R. WHEN CG 116 USED FOR STREET CONNECTIONS. off ® COSTRUCT GRADE CNAWES WITH A PAR.OdIC CURVE. CONNECTION MUST BE OESCNEO N ACCORDANCE WITH REO 3, A M'NIML'M OF TMEE CORES SHALL BE VUEN ALONG HE CENTER OF THE ADJACENT TRAVEL LANE TO DETERNME THE TYPE ANO THOKNE55 OF EXISTING PAVEMENT LAYERS, THESE CORES SVLL BE SPACED NO MORE THAN Sao FEET MART. SECTION A - A OF THEVOOT ftOb MSKMAPPLACUKE MG"AINTS SHR. DUCTANCE qq K VKLE REWRELfNTS. C THE ADJMEM TRAVEL LAE SHALL BE MCLED A WHMUM DEPTH OF 1'/r ACHES AND REPLACED WITH AN ASPHALT SURFACE COURSE ]p MATCH THE PROPOSED PAVEMENT WNE"G SURFACE COURSE. UNLESS WAVED BY INE CAREER. M. OPTIONAL ROWERS WAY REOVRE WMFNG DP A PORT" OF CURTER TO PROVDE POSITIVE DRAINAGE 5. TK ENCODER MAT REO THE MILLAG DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO MHEVE IN ACCEPTABLE PAVEMENT CmAE'SLOPE A,azi THE NTIO SECTgN. AND EFFECTIVE SURFACE ORMANDE. B. EXISTING PAVEMENT WARNED NA MAMERS WITHIN THE PROJECT LIMAS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THIS R. ENGINEE ALLOWABLE ENTRANCE GRADE CHANGES -- ---III ]. FINAL TRANSVERSE PAVEMENT TSE -as SHALL CONFORM TO THE REOUREMENTS OF SECTION AS 05(c) OF THE SPECa1CATION5 EXCEPT THAT ALL JOINT5 AT TE -IN LOCATIONS SHALL BE TESTED USNC A 10 FOOT STRNCHTEDGE N AC MCC WITH THE REOUREIAENTS M SECTION 315.07(0) W THE S GWDE CNINGE PECIFCAII 5 oN5 �k � O c o 0 C (° U v. v. 0 L c a1 rn E cS o OPsi N N o fo n c r�G�"MIT LU m 00 o Ln Q Q��ZN �aJ Typical Traffic CanM'M SMADV Torten .... Sharli (Figure TTC'4.1) Standard I Fer hang-urna idtionary wrk ere man 3a byided highway., haYing a micifianJ ,line 8site both ideaof the Slut required aAlownRAD WOPE-R AHEAD [<20 1. RIGHT SHOEI.DER CLOSED AHEAD42151R) RIGHT skpULDER I OSP Y2 C_ D(1 F>eBll a i I5' sl id , xI d Fo Pc tlben3 days b duration,Igt assemblies lFIIn be required on the ere the shoulder K h Idars being doctl and R14111 SUCTLILINER iFL0SXQ0YAIsi,g)lsgn haIt be aatletl to thtt sitle cal+ala Sin l h !d d 0300 1 00 car Lani1,1Z orn M gem, Aor 45 NI zdJ3 11, s 3 sP 8 i8 1r8n R Idd SW N5Nwf fro rhe osrMs d a+er rhes 4t m,h and J50 SO re O u ! N hn syncing F Y � 8 3 +fiapw d p d(' i+rs 45 rnyAor lass O41tj!1•'H S ICILILDE WORK (W21-5) aide M an ' I I' madwav raw he am'Ned %hem demnal Manor, firms, dDl mUFyND1 Prill nac A trNiDwrivi 0. d I ne sbe , eliminated w'm cawlm h e w. ala r used. Standard. 5. N'thicle hazard warning signals shall not be used Instead of the iPl iMe's hlgn hemMy am her INUCIng, fulding, Dntauiilatl ng lights. veMtle haeara warning lNuala MY he Used to supplement high -in Nenety amber rima g, fl-hin,,lie isaill,ang, ligh La G Ta er len Ih and <han.elizln devices ado shall be at @e folloW'In P 8 N) 8 P 8 g Topa, Langib FL) Lane WAVE Feel Stand umn (Fagg (mPN 9 10 11 CLASS IJ ENTRANCE VOUIE 0 (R EDS .1 -- MSNAUE wA%YVY 25 95 105 115 125 30 135 150 165 180 35 185 2DS 225 NO O RETE 320 45 "a 450 405 ED aW soD sw 540 566 56 4B5 b50 E05 66U e6 Sao eoD e6a NIDI SURE THAM 1900 VPo D % } % 55 595 95B ]15 ]00 ]o Dao Too n6 wo Mlnlmam Nre, Wnamafpr L mean A¢a<a n b FII Ce tC00feel, s. a r .MLA' m p AEOWW SDS -1300 Wo s}R TO 4 --EEENOTE9 i SECTION C -C Law LESS THAN hour Wit s&z ax SHADOLVVEHIaE t 1 t REQUIRED NOTE, ALLOWABLE ENTRANCE PANE TABLE IS NOT E A SEE NOTE lir. WO Nr.100 APRgABLE TO STREET E HMgTdzWS FIAGGIR STATION SEE NOTE 2 umS [pp �f y ai I'terrumdrIUROUC0 RffERFNE£ COMBINATION 6" CURB & GUTTER EE ' PEG gATDN REFERENCi METHOD OF TREATMENT (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL. ENTRANCES) XVI Rpw ANp smppE BrNo.wpB Xv°°T aOAo AND aRiOGE STANDARDS PAVEMENT WIDENING N S SEE NOTEI s 11YNV26 SEENOrE to SEE _ RfiERENCE q"'�" om r am sozsoz NU1E 1 REVIEAN DATE ZEEET 1 or I W£ET I « 1 TO MON DATE SEE .• NOTE VRCINIP OEPARTMFNi OF IRPNSPORLATgN 2,.03 VRC80A DEPARTMENT OF TRNNSPORTAPON203.04 VIRGIMA DEPARTMENT OF rRNRpORTATM 315 303.02 Pi" M-14 A,CI2015 Dal 2015 Page ITT 15 1 Page 681-5: Alai, 306 April 2015 Page GH -53 Typical Traffic CanM'M SMADV Torten .... Sharli (Figure TTC'4.1) Standard I Fer hang-urna idtionary wrk ere man 3a byided highway., haYing a micifianJ ,line 8site both ideaof the Slut required aAlownRAD WOPE-R AHEAD [<20 1. RIGHT SHOEI.DER CLOSED AHEAD42151R) RIGHT skpULDER I OSP Y2 C_ D(1 F>eBll a i I5' sl id , xI d Fo Pc tlben3 days b duration,Igt assemblies lFIIn be required on the ere the shoulder K h Idars being doctl and R14111 SUCTLILINER iFL0SXQ0YAIsi,g)lsgn haIt be aatletl to thtt sitle cal+ala Sin l h !d d 0300 1 00 car Lani1,1Z orn M gem, Aor 45 NI zdJ3 11, s 3 sP 8 i8 1r8n R Idd SW N5Nwf fro rhe osrMs d a+er rhes 4t m,h and J50 SO re O u ! N hn syncing F Y � 8 3 +fiapw d p d(' i+rs 45 rnyAor lass O41tj!1•'H S ICILILDE WORK (W21-5) aide M an ' I I' madwav raw he am'Ned %hem demnal Manor, firms, dDl mUFyND1 Prill nac A trNiDwrivi 0. d I ne sbe , eliminated w'm cawlm h e w. ala r used. Standard. 5. N'thicle hazard warning signals shall not be used Instead of the iPl iMe's hlgn hemMy am her INUCIng, fulding, Dntauiilatl ng lights. veMtle haeara warning lNuala MY he Used to supplement high -in Nenety amber rima g, fl-hin,,lie isaill,ang, ligh La G Ta er len Ih and <han.elizln devices ado shall be at @e folloW'In P 8 N) 8 P 8 g Topa, Langib FL) Lane WAVE Feel Stand umn (Fagg (mPN 9 10 11 11 25 95 105 115 125 30 135 150 165 180 35 185 2DS 225 NO 40 2d0 270 295 320 45 "a 450 405 ED aW soD sw 540 566 56 4B5 b50 E05 66U e6 Sao eoD e6a no 55 595 95B ]15 ]00 ]o Dao Too n6 wo Mlnlmam Nre, Wnamafpr L mean A¢a<a n b FII Ce tC00feel, s. a r .MLA' m p 5V-100 Channellting DeVICe$peCing Location a eed LlmRper ph) 0-35 36♦ Transition Spacing 20' 4R TOVIy SpacmB MO' 8R Inewmal.1-- SO Spacmg may be Co easca to Ihb dulance, bud shell ort excend ane access Der ''/.mile. un roamvo w3m lu Wners HAON, a K P B width of BTaeAN .more. h h. shoulder J. e shall M Used t 10 the sM1TV D er .even.( of the rg g taper b aaaa vehwular VaFc to. remain within the Daveled Way Fm T The buffspacelength shall he s h in Table tEW on Page 6H5 for WK poded speed limit, R A truck em o dYnt attenuator NIA shall No used On to .shadow Vehicle in Limited Access (TNIA) hrgbway.v and mulWaner r, W e t WISP Ruled aped limit equal In, r greater LM1nn 45 mph for When w11haduruhopg, dw Ihxn60 romitai 9. Ween a side read e,shaMs the hid.,Ne wilhlu the Temporary tragic control zone, adm[Imal 1: blIXHat imI-CentralVdeAices shall be place(sneeded. I: RevWo.l-YllNIG Sts timarry Olrcratimr nn a Shoulder (Figure TTC4.1) =, WO -2(w Tom j Rff.,aR SHADOW VEHICLE f rREMREOENEU L -TMA RcOUIHEMENf SEE NUTS B ILLUMINATED FLASHING "HER, (CAUTION MODE) PEBORC SEE NOTE } SEE NOTE CHANNELIZING ---- DEVICES SPACING SEENOTE6 NOTE W DO 1 Typical Tr.WF Cnntrnl Lane Clarwa mr aYtro-Lorre Raar/n, III Raggem (Figure TTC-23.n ancon . NOTES 1. St n s nen di hm td de 350 500 NAmV p. ",d, ed JUCC E, 45 m N or less and 500'-800' P D » P P 8 P C 1 !16 r i h i6T/ gN I' T Irl r+"Fail.piii end 8 &,,-. l dv .M ASE r (nn fail, a b d n es ,-am"HA. d l n l lio+ lour lire(,,.Snare rh an Ra aaluax 11,6111111 Gevam(lY spfaAng maror(sn slwkt horny clear hoe 1 ivgln¢am he gnrpJrie)l,sEEersYrnbol sign +P Mvlfoggar Cl Won 3. RTereRehl of War oreeammnewndiuons orcvcmlh<vec ofie xyg"ams 3G'Y 30'liensmm be zamd sHna.m 0. F4 Ratious aiHll be located far enough In advaacc of the work I ace to foo it a rmebu RW.R R P P PP R depurnnatio a" th a left Luc beforepassing rbcwork spareovaaeon oppeRW utsmvicefar ee actin traffic 61 IMI bo ro to t the right 1 before, reaching nn tr fife tie R PW R ( P Tabk6H30 Page 614-51i I. AN ormin, i II M1 late earl ecJ a D a wd tr a m eanl theirp ere. n worn peribrm WgR ggingd H (sfe5 Section 6E 01, QuMin Ib for FRgg ) n. (7ma,gaeng b n he baveaan the ppStm,Peep9p5 tri5x51nrnro.;GLA1R.h!(:4nPYa¢(;lit£ 1. ]. A shadow vehicle with at Inst one high Inteuslp amber Totaling, IiLthieg ir; malflatlag light Holl N Parked 80'.120' in advance of the first work er<w. 8 Aauonkm(mat naRPermvv bP rcnmernitis vel to Rim, ademm,,amta offhe.,,noon ahead b, c 9 /I' f q e �: �' f +1 RP PRfiPgRFDTn SMP (N i) -8 he,. h 8aq yydr'/ jf,'a72 FKYT AIFiD.M1NYaAFWMdIP fPP}:rEJN3,t� )O WF XAr aY i X i rh'H m vynrm.. /+ht neold,m o amt n a a.Noiynler! Ra+ Mim mgdtla8 jrnN ora Ion: dr Bre ra,,h, cvmnd 1A, -,h rho 1s8J.rnlYa )'red' cmesirE H. P 3' O,rV .oesMldb V 1A Uar+br+PmI Uz P dee lac Ua,)N,O rail rwnmlOle Farm. TIC 5Cf res IJPTMA.raIrmm--ldahwy�rod -HANE Standard: 11 At hl nes :I II still "rept a (sea BRAND Right, gg P n�nrk. (a ) ()n1 12 C ce Few He ermla cd when trimet it.R.eluclI o rano. ar when the toNl agaims widen is 20 �, (Nola.)-4iMms Lane Closure on n TWo-LNoe Roadway Usi.g Flaggers orgurG'lI 0-23.1) yNoau: �r 1` i-. x' B T,: e:. vas. Fr q i. _ - T ` G 2 V u l l i' ■ WIIVISH3ODVIH�� I: p 0 5V-100 4 --EEENOTE9 i \N Bn-120' SHADOLVVEHIaE t 1 t REQUIRED E A SEE NOTE lir. WO Nr.100 on FIAGGIR STATION SEE NOTE 2 umS [pp �f y ai SEE WTE t WSy.] 4 EE ' NOTE i wan IPORT`ABLE r TEMKDRAftY (KLIMBLESfRIP5; ( F:L 1 J ::` `� N S SEE NOTEI s 11YNV26 SEENOrE to SEE _ SEENOTEI4 NU1E 1 u SEE .• NOTE P.. ArwD1 I: Reviia. 1-L'1 Rm5 w Q DATE: JULY 31, 2019 SCALE: 1" = 200' FILE NO. 0647 SHEET 6 OF 10 FREDERICK COUNTY FIRE MARSHAL NOTES SIGN TYPE "A" SIGN TYPE "C" SIGN TYPE "D" NO NO NO L Q PARKING PARKING PARKING 01 O LC SECTION D101 GENERAL NO NO NO STANDING STANDING STANDING D103,7 Curb Designation, Where curbing is provided adjacent to fire lane, it must be O o 0 DI01.1 Sco e -Fire apparatus access roads shall be in accordance with this appendix and all other applicable requirements of the International Fire Code. SEC77OND102REQUIREDACCESS pp PP q FIRE LANE FIRE LANE FIRE LANE PARKING PARKING PARKING -� ._ painted yellow within the limits of the fire lane. In areas without curbing a 6 inch yellow }' N DIOZ.IAcressandloading -Facilities, buildings orportions of buildings hereafter constructedshallbe accessible to fire department apparatus byway ofan OR OR OR line shall be applied to the edge of pavement, Paint shall be highway traffic grade, c approved Bre apparatus access road with an asphalt, concrete orotherapproved drivingsurfacecapable ofsupportingthe imposed/oadoffire apparatusIn weighing at least 75,000pounds (34 050 kg). STANDING STANDING STANDING O o 0 ICU u SECTION D103MINIMUM SPECIFICATIONSFIRE LANE FIRE LANE FIRE LANE _0 D103.1 Acress road width with a hydrant - Where a fire hydrant is located on a fire apparatus access road , the minimum road width shall be 26 feet (7975 mm), exclusive ofshoulders (see figure D103.1). No More Than 50 feet u u 0 6 6 C to DIO3.ZGrade- Fire apparatusaccessroads sha/Inotexceedl0percentingrade. Exception: Grades steeper than lopercentasapprovedbythe firechief. D103.3 Turning Radius - The minimum turning radius shal/be determined by the fire code official. J Between Signs �` Sz, O cn h 1 C_ u D303.4 Dead Ends -Dead-end fire apparatus access roads in excess of 150 feet (45 720 mm) shall be provided with width and turnaround provisions inn accordance with Table D103.4• u Standard wording with Standard wording with Standard wording with 6 6 1 >� m o O o `4 m TABLED103.4 REQUIREMENTS FOR DEAD-END FIREAPPARA TUSACCESS ROADS an arrow on the bottom an arrow on the bottom no arrow. One sign pointing to the right. pointing to the left One mounted parallel to the > Q @� LENGTH/feet) WIDTH feet) TURNAROUNDS REQUIRED 1. Length 0'-150 One sign mountedsign mounted parallel to line of curbing or parallel to the line of the line of curbing or pavement a y Lnm o a. 20' width required q b. no turnaround required curbing or pavement pavement edge at the edge at the end of the end of the painted area. Limits of Fire Lane g p ► Curbs shall be identified by a 6 inch Rolled curbs shall be identified by a 6 Roads with no curbs shall be identified area. 1 -0 t 3 M u O N 2. Length 151'-500' painted yellow paint stripe on the top and side. inch yellow paint stripe to the top. by a 6 inch yellow stripe. J o Cz a. 20' width required b. Turnaround required:120'hammerhead, 60"'Y", or 96'diameter cul-de-sac t 3. Length 501'- 750' a. 26'width required b. Turnaround required: 120'hammerhead,60"'Y';or96'diametercul-de-sac %it 4. Len h reater750' a. Special approval required /g%j% ✓ / / ✓ "-- D103.5 Fire apparatus access roadgates Gates securing the fire apparatus access roads shall comply with a# of the following criteria: / ✓ ✓ / r 94 1. The shall mgftheswi sing or 20 feet dingty6096mmJ. Z Gates shall be of the swinging or sliding type. / /" � / � ✓°� �,..-'"�� l4'p�' � � / G\ \ 3. Construction ofgatessha#be ofmaterials that allowmanual operation by one person. 4. Gate components shall be maintained in an operative condition at all times and replaced orrepaired when defective. 5. E/ectricgatesshallbeequippedwithameansofopeningthegatebyfiredepartmentpersonnelforemergencyaccess.Emergencyopeningdevices / ✓ A ✓ s J� ✓ ✓ A / /' �� \ \\\ \ I � / ✓ E�/` / \ e \ G1NI d ,tib m O shall be approved by the fire code ofcial. be/ockedwithapad/ockorchainandpad/ockunlesstheyarecapab/e being t / r i pA ✓ s \ / yy O 7� 6. Manua/openinggatesshall not of openedbymeans offorcible entry tools or when a key box containing the key(s) to the lock is installed at the gate location. / �''�\� \ // r/J r� �' ✓ ✓ \ \` 7. Locking device specificationsshallbesubmittedforapprovalbythefire,codeofcial r b \ a, \ I I -O Z 8. Electric gate operators, where provided, shall be listed in accordance with UL 325 ✓ z r ✓ A �` y O 2/ry0� ¢ (i 9. Gates intended forautomatic operation shall be designed, constructed and installed to comply with the requirements ofASTM F2200. �� / A � w \` 41 �QF D103.65igns. Where required by the fire code official, fire apparatus access roads shall be marked with permanent NO PARK/NG -FIRE LANEsigns complying with Figure D103.6. Signs shal/have a minimum dimension of 12 inches (305 mm) by 18 inches (457mm) high andhave redletters on a white background ✓ ✓ f r r ✓ ✓ Es q I f \ \� \ \ WOO Signs shall be posted on one or both sides of the fire apparatus road as required by5ection D103.6.1 or D103.6.2. D103.6.1 Roads 20 to 26 feet In width -Fire lane signs as specified in Section 106.3 shall be posted on both sides of the fire apparatus roads that are ZO to 26 feet wide. l f i aa� ✓ ✓ ✓ / /' \ \ I l ✓ Q o z z x D103.6.2 Roads more than 26 feet in width -Fire lane signs as specified in Section 106.3 shall be posted on one side offire apparatus access roads more than 26 feet wide and less than 31 feet wide. r Al `A� �✓ \ �\ I & ✓ /� ' ` % ids Z o o Q a z o o y p oti o SECTIOIVD104 COMMERCIAL AND INDUSTRIAL DEVELOPMENTS d� / y j' ✓ \ s Q t~ 2 y x D104.I Buildings exceeding three stories or30 feetin height Buildings or facilities exceeding 30 feet (9144 mm) or three stories in height shall ha ve at least two means of fire apparatus access for each structure. f ` g3 \ s \ I W y Q Z ti y z �c W a? Z D104.2Bul fts exceeding 62, 000 square feet in area Buildings or facilities havinga bui/dingarea of more than 62,000square feet (5760 m2) shall be with two separate and approved fire apparatus Q ✓ \\ \ / h v 2 `¢c' p V p '_T m gross provided access roads. Exception: Projects havinga building area of up to 124,000square feet (11520 m2) that have a single approved fire apparatus access road A� ✓ l vs �� o � o 2 gross whenallbuildingsareequippedthroughoutwithapprovedautomaticsprinklersystems. ✓ w ' ✓ �� i \ p ✓ ( � o Q ti o N D104.3 Remoteness Where two fire apparatusaccess roads are required, they shall beplaced adistance apart equal tonot less than one half ofthe %ngthofthe maximum overall diagonal dimension of the lot or area to be served, measured in a straight line between accesses. Iy� �- SIGN TYPE "D1� 6�� YELLOW STRIPES 5 \��\\\ ALL \ _ I / \\ e w z SECTION D105 AERIAL FIRE APPA RA TUS A CCESS ROA 05 0105.1 Where nl __ ____ � z z required Where the vertica/distance between thegrade plane and the highest roof surface exceeds 30 feet (9144 mm), approved aerial fire apparatus access roads d. shal/be provided �t� W - W - W YY - W - W w" W - W 11 ,6 therooftothe exterior wall, orthetopofparapetwalls, whicheverisgreater. o D105.2 Width I 1" H i"� \ � w CS Aerial fire apparatus access roads shall have a minimum unobstructed width of 26 feet (7925mm), exclusive of shoulders, in the immediate vidnityof the building orportionthereof. building .` '!� � vs I 2. a 5" 2. I \ \ \ z O w � a o 3 U D105.3 Proximity to At /east one of the required access routes meeting this condition shall be located within a minimum of25 feet (4572 mm) anda maximum of30 feet 19144 mm)from the building and shall be to one entire side of the building. The side of the building on which the aerial fire apparatus access ? \ I \c 40OW LED - 6 -S >LU 3 0 positioned parallel g +` road is positioned shall be approved by the fire code official. D105.4 Obstructions _ $, u 5 I it 4 -''J o 0 0 Overhead utilityand power lines shall not be located over the aerial ire apparatus access road orbetween the aerial fire apparatus roadand the building. Other obstructions shall be permitted to be placed with the approval of the fire code official t II I 40OW LED 400W ED 400141 LEp \ a I I ' Q "D11 { FH 390-0Generalrequlrements. The following requirements shallapp/y to all construction orland development activities in areas of the County to which this I SIGN TYPE UJ rn�� artic%applies: Y I I I I SIGIN TYPE "D" ( a A. Means of access for fire Departmentapparatus. (I) The means of access for Fire Department apparatus and personnel shall consist of fire lanes, private streets streets, parking/ot lanes or a combinationq thereof. I O I I ( I O - J 43 500 SF PRI KLE BUILDING o (2) Parking inanymeansofaccesssha/lnotbepermittedwithin 15feet ofafirehydrant, sprinkler orstandpipeconnection orinany other manner which i I ujE o I TALL willobstructorinterferewith the Fire Department'suse ofthe hydrant orconnection. I oar ( I ( ( ( 124' a 6"YELLOW (3) 'No parking"signsoranother designationindicating thatparkingisprohibitedshallbeprovided atallnorma/and emergency accesspoints to feet fire hydrant, I d STRIPE N Q structures and within 15 of each sprinkler orstandp/pe connection. u B. Fire lanes. Y ! t�z (I) The fire Marsha/ or his/her designated representative, in concert with the local volunteer fire company, may designate both public and private fire I I ( ( I ( ( ( PC lanes as required for the eFfidentand effective use of fire apparatus. Said fire lanes shall be marked in a manner prescribed by the Fire Marsha/ or 1 20gW LED I FOOW LED I 200 LED his/her designated representative. Parkingin a designated fire lane shall be contro/led byChapter 158, Vehicles and Traffic, of the Frederick County Code. (2) Fire lanes shall be at /east 20 feet in width, with the road edge closest to the structure at least ID feet from the structure, be constructed ofa hard 1 LQ 2. all-weathersurface adequately designed to supportany fire apparatus likely to be operated in such fire lane or be ofsubsurface construction designed bath, be I O) V to support the same loads as the above surfaces and be covered with no mare than three inches of soilorsod, or and designed with radii of turning byanyfirelikely tobefirelane. q, _ --------------- - - -`� � sufident/engthtoallowforsafeapparatus operated onsuch ------------- U 13J fire lanes connecting to publicstreets, roadways or private streets shall be provided with curb cuts extending at least two feet beyond each edge of the fire lane. a O r (4) Chains or otherbarriers maybe provided at the entrance to fire lanes or private streets, provided that theyare installed according to the the Authority Havinglurisd/ction. s 0, 0, O' ` J UQ v requirements of feet between for ---------------------------------------`------------- -- --- � r h C. Parkinglotlanes -Parking lot lanes shallhaveaminimum ofl5c%arwidth rows ofparkedvehic%s vehicular access andmovement A Location ofstructures. dwelling �-- X X -X- = X- -X ==-= X- =� = X =-X - X -=-X =X-=- X X X \ r- I x l I 1 .ti �l �V �,�Z5 (1) At least three perimeter walls of all industrial, commercial, public orsem/public orresidential structures with three or more units perstructure I \� I O o 8N O ;;!: ti sha/lbewithin 200feetofastreet, fire/ane, orprivatestreet. (2) Structures exceeding 30 feet in height shall not be setback more than 50 feet from a street, fire lane orprivate street. (3) When any combination of private fire -protection facilities, including but not limited to fire -resistive roofs, fire separation walls, space separation and ( x I 2 ¢ ` , �'� - fire-extinguishingsystems, is by Fire Marshal designated LC O automatic provided, and approved the orhis/her representative as an acceptable alternative, Subsection D(2) shall not app/y. (4) The fire Marsha/orhis/her designated representative may, in concert with the local volunteer fire company, require at least two means of access forLLJ fire to all commercial and industrial structures. Those access ways shall meet the requirements of Subsection B(3). W Q ti O W apparatus (5) Landscaping or other obstructionsshall not be placedaroundstructures orhydrants in a mannerso as to impairor impede accessibility for fire -fighting and rescue operations. E. Watersupply. (I) Watersupplysystemssha//bedesignedsoastobecapab/eofsupp/yingatleast1,000ga//onsperminuteat20poundspersquareinch. Water supplies shall be made available and operational before combustibles are on site during construction. J (2) In areas developed with single-family detached or duplex dwelling units, there shall be afire hydrant within 400 feet of all units. In areas developed[IGHT/NG SHALL CONFORM TO FREDERICK COUNTY ZONING Q with three to five dwelling units per structure there shall be a hydrant within 300 feet of all units. In areas developed with six or more dwelling units ORDINANCE f 165101.07 W perstructure, there shall be at least two hydrants within 300 feet of all units. In areas deve%ped with industrial or commercial deve/opment(s), there shall be a hydrant within 300 feet of a//porton of any structure. Where one hydrant is dedicated to the operation of standpipe system, there shall be at /east one other hydrant meeting the distance requirements set forth above. The hydrant dedicated to the operation of the standpipe system shall A# outdoor lighting fixtures shall be designed, shielded, aimed, Z O not be farther than 50 feet from the standpipe. Distance measurements under this section shall be along center -line roadway surfaces or along surfaces located and maintained to shield adjacent properties and to not (n meeting the requirements of a fire lane (designated or undesignated) where appropriate, but in all cases access to each hydrant shal/be directly from a produce glare onto adjacent properties or road rights-of-way. roadway and/or fire lane. Parking lot fixtures and light fixtures on buildings shall be �v o@ford (3) Fire hydrants shall be marked in accordance with the Frederick CountySanitationAuthoritypolicy, full -cutoff fixtures. sof (4) Fire hydrants located in parking areas shall be protected bybarders that will prevent physics/damage from vehicles. (5) Fire hydrants shall be located within three feet of the curbline of fire lanes streets or private streets when installed a/ongsuch access ways. o Fq Building -mounted or wall -pack lighting fixtures shall not be c�'2c DATE: ] U LY 31, 2019 (6) Fire hydrants shallbe installedin accordance with the standards of the Frederick County5anitation Authority. /7J Threads on fire hydrant outlets shal/conformtoFrederick CountySanitationAuthoritypoliry. mounted more than 25 feet above the finished grade of the SCALE: 1" = 40' (8) Fire hydrants shall be suppliedby not less than a six-inch diameter main. HUBBELL WP -1 FULL CUT-OFF building. These fixtures shall be shielded (full-cutof)sothat the F. Fire protection during construction. Trash, debris and other combustible material shall be removed from the construction site as often as necessary to MODEL # WP2CH275QT light source is not visible from adjacent properties or road 40' 0' 40' FILE NO. 0647 maintain a firesafe construction site. WALL PACK LIGHTING WALL -PACK LIGHT DETAIL rights-of-way. Non -cutoff wall -pack lighting fixtures shall not be G. Plans. Comp/eteas-builtbuildingfloorp/ans,site plans andplansof fire-suppressionsystemsshallbe submitted to the Chief BuildingOfFcia/andFire WITH GLARE SHIELDING OR EQUIVALENT permitted. GRAPHIC SCALE SHEET 7 OF Maor theirrespective designated representatives, prior to issuance of the final certificate of occupancy. rshal, L E & S CONTROL STANDARDS 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant /s responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion. 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upstream land disturbance takes place. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6.5ediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. b. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin during a twenty-five year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. 7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. 8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11. Before newly constructed stormwater conveyance channels or pipes are made operations., adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. 12. When work In a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided, 14. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. 15. The bed and banks of a water course shall be stabilized immediately after work in the watercourse is completed. 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: a. No more than 500 linear feet of trench may be opened at one time. b. Excavated material shall be placed on the uphill side of trenches. c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off-site property, d, Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e. Restabilization shall be accomplished in accordance with these regulations. f.Applicable safety regulations shall be complied with. 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface, Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well as to larger land -disturbing activities. 18.All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary rymeasures are no longer needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria: TEMPORARY DIVERSION DIKE .Compacted Soil 4.5' min. SOURCE: VA. DSWC PLATE 3.09-1 E & S CONTROL NARRATIVE Project Description This site is located at the intersection of McGhee Road and Welltown Road in Stonewall Industrial Park. The purpose of this plan is to construct a 43,500 sf warehouse & repair facility with parking. Existing Site Conditions This site has been mowed for several year and has some trees around the perimeter. There is existing drainage easement on the eastern side of the property flowing from a culvert under Welltown. All of this development's drainage will flow under McGhee Road and into a regional pond located within a drainage easement. Adjacent Parcels The adjacent parcels are large lot industrial uses. Soils This 5.5 acre lot contains only one soil type as determined from the USDA s "Soils Survey of Frederick County, VA. " It is (#32B) Oaklet Silt Loams, This site is classified as a hydrologic sails group C, These soils have medium erodibility and runoff. Erosion Control Program • Install construction entrance with wash rack • Install diversion dikes and silt fence • Install the InletP rotection • Grade building pad site and apply compacted gra vel to stabilize • Grade the front truck area and apply compacted gravel to stabilize • Grade remaining site and install utilities. Seed and stabilize exposed surfaces immediately upon reaching final grade General Erosion and Sediment Control Notes (VESH Table 6-1) ES -1. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations 4VAC50-30 Erosion and Sediment Control Regulations. ES -2. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. ES -3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. ES -4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. ES -5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but limited to, off --site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority, ES -6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. ES -7, All disturbed areas are to drained to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. ES -8. During dewatering operations, water will be pumped into an approved filtering device. ES -9. The contractor shall inspect all erosion control measures periodically and after each runoff -producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. Frederick County Note: in En will retain the right to add to or The Public Works and Engineering Department artment p g modify these erosion and sediment control measures during the construction process, within reason, to ensure adequate protection to the public and environment. STONE CONSTRUCTION ENTRANCE 70' MIN EXISTING 1 Al J' PAVEMENT 5:1 RE -e...... GROUND FILTER CLOTH/ 6- MIN. AI MOUNTABLE BERM fOPTR Wu SIDE ELEVATION 12' MIN. 70• MIN. T BVASHRACK 10' MIN F_ (OPTIONAL) A I 10' EXISTING PAVEMENT VDOT #1 POSITIVE DMINAGE.. rCOURSE AGGREGATE B TO SEDIMENT •;10, NOR MUST EXTEND FULL YlIDTH TRAPPING DEVICE _J_ OF INGRESS AND EGRESS OPERATION PLAN VIEW •'r• •• •I:•1 •• •� •�:H •� N:•• �� •I. r�JAMA AWRAM ..fix.A. • SECTION B -B for Sol eroelal ad SedDM0 ■ k LC \ \ I Im C o 0 A 66 O o 0 v fu 40' 0' 40' GRAPHIC SCALE5>7 L. a _t,���/ / �s'°'eA I•�•/� F�4A e@1 � ��` �%'V \ �, \ �\ Yr \ \ \ I � CID M t\ C L /,�3/ ✓ �Y / PJ 4Af l p 1 I \ `T✓ �✓u\�t\ \ _ J�•N�_ 1 x x x--�., .-x -- x x=x-= ==-x -x_=_x x- x ��x TREAT WITH WATER SEALANT TYPICAL 36" TALL PICKETS INSTALLED ON 4"X4'X5' TREATED POSTS SET 24"DEEP. OPTIONAL HEADLIGHT SCREENING FENCE IN PLACE OF 36" SHRUBS N.T.S. TREAT WOODEN PANELS WITH WATER SEALANT. TYPICAL 6' TALL BY 8' WIDE DOG-EARED FENCE PANEL. INSTALL ON 4'X4'X8' TREATED POSTS SET 3' DEEP. DUMPSTER & SCREENING FENCE DETAIL N.T,S, X CONTAINER GROWN SHRUB Prune suckers Cut away al/ balling roped Prune cut any decd 2=3' mulch kept or broken btcg h la. Remove top of wiro basket away from Wnk Remora all toga, labels, sIonys, wiroa, etc. !ram Som/ well to a plant \ r-confatn water Saucer 1' mulch Set top of root ball equal to or 1-2' above grade. ve rope & burlap root ban. BALL & BURLAP SHRUB SHRUB PLANTING DETAIL (NOT TO SC,4LE) � I awl • . t/ � Fortier ba, �l, Area far water &IXwe m dcm w ail cot drainage (Pipe 0a v mom if or file could cadofix-pawn, W as be installed) Nskp m p0.,,m a Loom &olid soil pedestal - do not dig deeper than ball depth 1 Dig hole 2-3 times mot tall width TREE PLANTING DETAIL (NOT TO SCALE) NO TREES, SHRUBS, OR FENCES SHALL BE PLACED WITHIN ENTRANCE SIGHT LINES NO TREES, SHRUBS, OR FENCES SHALL BE PLACED WITHIN FREDERICK WATER EASEMENTS NO TREES, SHRUBS, OR FENCES SHALL BE PLACED WITHIN 5' OF UTILITY LINES SEEDING SCHEDULE (PER SECTION 3.32 OF VESH) 1.) Topsoil will be spread at a minimum depth of 4". 2.) Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 Lbs per 1000 square feet (2 tons per acre). 3.) Fertilize with 10-10-10 at a rate of 23 lbs per 1000 square feet (1000 Lbs per acre). 4.) Seed mix will consist of 75% Kentucky 31 Tail Fescue, 10% Annual Rye, 10% Foxtail Millet, and 596 Red Clover at 200 lbs per acre. 5. Straw mulch will be applied to all s r pp &acted areas at the e r ate of 3500 lbs per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre, Site Data Trees Requirement LANDSCAPING NOTES Parking Stalls 1 per 10 Stalls 1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations and Impervious Area < 100,000 sf 1 per 2, 000 sf utility markings, Landscaper must stake and guy all trees. Stake locations must avoid utilities. Impervious Area > 100,000 sf 1 per 5,, 000 sf 2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots and DW Kousa Dogwood be well branched. Green Area in Lot 5% of 4,931 = 247 sf 517 sf = 10.4% provided 3. The planter shall guarantee all plants for one year. SY Sycamore 4. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided to 2" Caliper 50'-75' the owner. RB Redbud 5. Plant substitutions will be allowed with the written approval of the Frederick County Planning Department. 2" Caliper 20'-30' 6. All planting shall conform to with § 165-203.OIBofthe Frederick County Zoning Ordinance. (Plant selection, planting procedures, and maintenance). Prune out any dead or broken branches, e all e•, lobe/9 8nis, g wires,etc. from plan. Saucer' mulch Set top of root ball Prune Prune codaninant /eadem­ _� DO NOF prune terminal2-J' or branch tips ✓E J epual to or 1-2- Prune rubbing or a vs grade. cross branches Remove canfainer, use ••;!i y,�j'if""' T 14 sharp blade to make four 1 4 =1' cuts the 7 Prune narrow crotch � );'i) it • %.. ;f length of b and cut a f;•t'j , i f'X an bottom o/ angles d• water spouts crompacted mots. ��Prurro broken branches Remove tags and labels CONTAINER GROWN SHRUB Prune suckers Cut away al/ balling roped Prune cut any decd 2=3' mulch kept or broken btcg h la. Remove top of wiro basket away from Wnk Remora all toga, labels, sIonys, wiroa, etc. !ram Som/ well to a plant \ r-confatn water Saucer 1' mulch Set top of root ball equal to or 1-2' above grade. ve rope & burlap root ban. BALL & BURLAP SHRUB SHRUB PLANTING DETAIL (NOT TO SC,4LE) � I awl • . t/ � Fortier ba, �l, Area far water &IXwe m dcm w ail cot drainage (Pipe 0a v mom if or file could cadofix-pawn, W as be installed) Nskp m p0.,,m a Loom &olid soil pedestal - do not dig deeper than ball depth 1 Dig hole 2-3 times mot tall width TREE PLANTING DETAIL (NOT TO SCALE) NO TREES, SHRUBS, OR FENCES SHALL BE PLACED WITHIN ENTRANCE SIGHT LINES NO TREES, SHRUBS, OR FENCES SHALL BE PLACED WITHIN FREDERICK WATER EASEMENTS NO TREES, SHRUBS, OR FENCES SHALL BE PLACED WITHIN 5' OF UTILITY LINES SEEDING SCHEDULE (PER SECTION 3.32 OF VESH) 1.) Topsoil will be spread at a minimum depth of 4". 2.) Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 Lbs per 1000 square feet (2 tons per acre). 3.) Fertilize with 10-10-10 at a rate of 23 lbs per 1000 square feet (1000 Lbs per acre). 4.) Seed mix will consist of 75% Kentucky 31 Tail Fescue, 10% Annual Rye, 10% Foxtail Millet, and 596 Red Clover at 200 lbs per acre. 5. Straw mulch will be applied to all s r pp &acted areas at the e r ate of 3500 lbs per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre, Site Data Trees Requirement Calculation Parking Stalls 1 per 10 Stalls 26/10 = 3 Impervious Area < 100,000 sf 1 per 2, 000 sf 100, 000/2000 = 50 Impervious Area > 100,000 sf 1 per 5,, 000 sf 27,769/5000 = 6 DW Kousa Dogwood 59 Green Area in Lot 5% of 4,931 = 247 sf 517 sf = 10.4% provided Trees Symbol Common Name Botanical Name Planting Size Mature Quantity Height or Caliper Height DW Kousa Dogwood Cornus Kousa 2" Caliper 25'+ 20 SY Sycamore Platanus Occidentallis 2" Caliper 50'-75' 20 RB Redbud Cerc/s Canadensis 2" Caliper 20'-30' 19 Headlight Screening 1 90 ft/4 = 23 shrubs Shrubs Symbol Common Name Botanical Name Planting Size Mature Quantity Height Height ® CI Common Juniper Juniperus 36" 3'-6' 23 Communis z O w Z Q . 2 Z o zooQg�a i C W y 0 0 0 z�¢z�-zo� U Ln¢ Z 4 Z. Z U W W Q� 2 w 3E ; z C:i tiQ)2LAJzv�z� C��OO�N Q LQ j LQ LQ U �° W lL f LQ Q RtnW Lno� rte^ v J J Z DATE: JULY 31, 2019 SCALE: 1" = 40' FILE NO. 0647 SHEET 8 OF 10 m "O C �~� C Q% yy z i " n Z Q . 2 Z o zooQg�a i C W y 0 0 0 z�¢z�-zo� U Ln¢ Z 4 Z. Z U W W Q� 2 w 3E ; z C:i tiQ)2LAJzv�z� C��OO�N Q LQ j LQ LQ U �° W lL f LQ Q RtnW Lno� rte^ v J J Z DATE: JULY 31, 2019 SCALE: 1" = 40' FILE NO. 0647 SHEET 8 OF 10 TEMPORARY DIVERSION DIKE - i -- '' � -' �f . - �-N �� \ 40 40 Q /''� r ✓ / r rte° f ra— \ GRAPHIC SCALE I = 'ate—.+ p p TO REGIONAL POND �� r r�' ✓ - •' - W SEE SITE PLAN TSM-WELLTOWN SP #44-18 --"' y '� r� �''� -� �' �- -' �1 -N, STORMWA TER QUALITYAND QUANTITY �s� i Tp-'= �, '" -'" �` \ ' "� -- �\ \ \ c e U a Compacted Soil WAS DESIGNED TO ACCOMMODATE THIS SITE �' �' \ \l '� �.- r f / .-'" �:�`�---gas______ \\ \ \% \\ I I y� ro 18" min.�✓�/ airs `q ' J -' \ �s /=----_ xos-__4 --- \r`, '� �'� r r f h, Flow-~r\ .� run-4 ICU CID 4.5' min.°rte ,�-' SEE SEDIMENT BASIN - SHEET 10 \\\�`\\\\ IT SOURCE: VA. DSWC PLATE 3.09-1 THIS AREA IS +/- r' OF FI ISHED GRADE. APPLY 4" VE 30D'S IMMEDIATELY UPON REACHING SUBGRADE TO STABILIZE.Lu ------------I I Lu r \\ `' 'W \\\ CIO 411 yy I r - r ✓/ W — W — W — W — W! _ W W — W W — W — W — W W — W �I \ — ' .. \ f T\ \ �C O LCG \NE \ -`t�� \ ( ( `\. ( f ■ R lif / \ \ \ I I �p ti j� t \ \\\ 0/(�� rt'IO� I! N `_� �.o c\\\�� \ I 6IX � � � � �Vt 00 I ' ✓ � t v �� \\\ \ � '—v '� A ��v � Ss\ i\�� � Q Z a o /� \� /� ► Jl // /'" // ,,,...,-� f\i V �x \� I I u"', f, J f , ; ; I I ,' rr I I I ► ;/� .---f o U r I ! ( \ \ 1\ � I ! I I vI I I � � � ��� I I ( � � I � � III 2DI f r I r--I ,� fi\ SF \//r \\ z j I 1 � I ( ) ,\ I `LCG // 1. ft \ ( I ( I 1 /Ivv I �Ir I �r I � __I-- ( I ~^\\ I ( �•,,I ..--/r I I I I � �,.'�' I � �I fll I \\\I I \�� I J t �.I � �� I LCG INSTALLATION OFA 211 LINE TO A MANHOLE CE/ OZ 3 Ir,As II \ ( Q ✓ �6-5—.v 6 6 6-6—S-6—b-6-6-6-6—b-6-6 \ oql��l t� o w o W4 I I Idl 1 r — _---------------—I-----------ti-- — —+----------------�— II 4 t4 / I x x-x=-----x -x--n.-..__-x—.-.-. —.x=.x_=—X. =x_=\x x x d -' ''ay \ I I /o yon —� m .v' w w w I� �, ...---_ W V1 I .tea, I I I I I �.. CINrn I I ■� t I 11 I rr I I GO � Ilii II r 'I z II III I r� II ( I z 1 1' 1 I \ ( B CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE WIRE FENCING TO THE POSTS. STONE CONSTRUCTION ENTRANCE SOILS MAP - 1 "=400' SYMBOL E&SDEVICE QUANTITY 1 o 1 v � `1 `�G CONSTRUCTION ENTRANCE /; -- 1 h--� I I / \ "". 1 / I I L` � 1 / \ 1 1' I 1 1' s ! I �.9 I I I 1� I I I I TRENCH UPSLOPE ALONG THE LINE OF POSTS. 7a' MIN PAVEMENT A .3' i 1 each 2 O �u Lz 1�. Q U �t U `: I s� I I III I I 5:1 / \ 1 l i' LIMITS OF CLEARING & GRADING 4.57 ac I 1� Q .i W WLjLj Ill PS O PERMANENT SEEDING aL1. 0 ac FILTER CLOTH D' MIN. p MOUNTABLE BERM�� GPT PIAU \ / Ln 1 ,•.-i V / 1 !1 I 1 /lam.-_ ` °w Ol -raj II I / J — / SIDE ELEVATION EXISTING GROUND \ .-r � � t r � t , ; � t, � Q� � WIRE SUPPORTED SILT FENCE 300 f 0' 40' 40 70' MIN. � 40B i i l1 ll7O if Tu) 11 WASH ACK 10' "I" NA(UPTI ( Ij It INLET PROTECTION 1 each GRAPHIC SCALE \ Tl-•.. jI I� 4 12MIN. EXISTINGPAVEMENT 32B /t (t II J `t 1 `y L W OUTLET PROTECTION 1 each r ---58 .SB f 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE FENCE AND EXTEND R INTO THE TRENCH. EXCAVATED SOIL VDDT MI POSITIVE DRAINAGE 10' MIN, COURSE AGGREGATE TINT B O SEDME \ �[ ' ~ \ \ / TRAPPING DEVICE ` / ! 8B I I I I I I ._— .y._..--•.r.r., 1,1 • MUST EXTEND FULL WIDTH OPEFWTIOEOF AND ESS VIEW !�\ 39B : t ; /'"""`..I �/ ; t 1 `�t I _ X— X -- x /12' `�~FItel! Mao I _ _ II 3' MIN. ✓\ ..-� / `�� / / I 32B N '1`–.� J �/ _ / (�/ = / FLOW 3'MIN. .`` �a �_--- l : SITE'1"/' \ — — — — — — — — — — — _„_,, — — — FILTER CLOTH SECTION A—A 8-7. - ` \ V -- — W W W W —W W W – W EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. r ] 1 \ DATE: JULY 31 2019 SCALE: 1" = 40' FILTER FABRIC vnRE 's 328 `.� HYGROUP IC FILE NO. 0647 I ` J� I -- 11 �\��� CODE SOIL NAME SHEET 9 OF 10 s .----6''-- --' "-------•-----------..--_– 3% --- — �--�----- 90U&CB: Ade ted from IDe ahUon of Strew and Fabric MET Berrim for Sediment Control PIAIB 9.05-1 REINFORCED CWCRETE SECTION p—p DRAW SPACE 'l �` ` 32,91' � i i I I -- '1 /� � 1 \ ry OAKLET SILT LOAMS C A SOURCE: ADAPTED from 1 Ya Sb f Cannot.and Va. DSWC /%: ' r `� ROUTE F-732 PAVEMENT, ELEV=708.5' EX. 24" CMP UNDER RTF -732 ROUTE F-732 SHOULDER, ELEV=707.5' INV=704.14' Rational Method MINIMUM TOP WIDTH (W) REQUIRED FOR SEDIMENT TRAP EMBANKMENTS ACCORDING TO HEIGHT OF EMBANKMENT (FEET) SEDIMENT BASIN SCHEMATIC ELEVATIONS HIGH WATER STORM ELEV.) CREST OF EMERGENCY , SPILLWAY Drainage Area = 10.01 acres DRAINAGE AREA OUTLET LENGTH OUTLET Ho OUTLET H M. '." WET VOLUME C= (Grass(5..31x0.35)+(Imperv1ous(4.70x0.9))/10.01 = 0.61RISER DRY VOLUME PROVIDED VOLUME 1 8.6 8' ._ 2.0' _.. CREST Intensity (10 -yr) = 6,49 in/hr per Atlas I4 681 c W 623 C 1 1504 'DRY Y STORAGE 4916181 EWATE DEVICE RING Q (10 -yr) = 39.42 cfs H - HO - _ ... .... -0 c 1.5 0.5 2.0 67 C.Y./ AC. Cn C 2.0 1.0 2.0 " WET STORAGE ' N 2.5 1.5 2.5 „•�.� "�'�' x.''„: 100 YR STORM3.0 Q=56.59 cls, Elev=706.05' v JHO " 3.5 2.0 2.5 2.5 3.0 10 -YR STORM, Q=39.61 A Elev=705.81' 4.0 3.0 3.0 POINT SEDIMENT CLEANOUT ED (• 5.0 4.0 4.5 0 34 C.YO./ ACRE) 2 -YR STORM, Q=28.62 cls, Elev=705.55' -_ SOURCE: VA. DSWC EXCAVATED AREA MAX. DEPTH - e ORIGINAL GROUND ELEV. PLATE. 3.13-1 DESIGN ELEVATIONS WITH EMERGENCY SPILLWAY DESIGN HIGH WATER (25 -YR. STORM ELEV.) SEDIMENT CLEANOUT DESIGN ELEVATIONS WITHOUT EMERGENCY SPILLWAY (RISER PASSES 25 -YR. EVENT) SEDIMENT BASIN TRAP No. DRAINAGE AREA OUTLET LENGTH OUTLET Ho OUTLET H BERM W WET VOLUME PROVIDED VOLUME DRY VOLUME PROVIDED VOLUME 1 8.6 8' 1.0' 2.0' 2.0' 576 c 681 c 576 C 623 C SEDIMENT BASIN DESIGN ELEVATIONS ITEM ELEV. TOP OF BERM 706.0' CREST OFSPILLWAY 705.5' CREST OF RISER 705.2' DEWA TERING INVERT 704,2' CLEANOUT POINT 703.6' BOTTOM OF BASIN 702.0' 25yr STORM 7052' 100 r STORM 705.4' SEDIMENT BASIN RISER DETAIL DIAMETER OFADS RISER 24" DIAMETER OF ADS CULVERT 12" DIAMETER OF ORIFICE 4" DIAMETER OF TUBING 6" SEDIMENT BASIN STAGE -STORAGE ELEV. CU. FT. CU. YDS. 703.0' 0 0 704.0' 15 068 558 704.2' 18,374 681 704.5' 231333 864 705.2' 35 2021 1304 705.5' 40,608 1 1504 706.0' 4916181 1837 SOURCE: VA. DSWC PLATE. 3.14-2 TO REGIONAL POND IVA AA �A► ' "� / ' ,/� /' 8' SPILL WA'Y' 3 / w / -n r wet dry W + i W W W W W W W W W W W W W W rW �\ Z/ e� /x TOPS01/ \\\\ \\ \ µ••"Yx `,ja 4.:. is k.: .�:•A '_,' J^\ 5 5-5 -5 �S \\ 7+\� ♦`\ \ l I Stockpile e I\ \ J z ..i ti. e Ara \ \Iy'y *`.e o- 4, 10 r it ---f1< 10 x / `• l // \� \' f/ter I I \\� I I /J ( SAS v S 5- 5- 5- 5 s s- 5- 5- s- s- S- s- - s- z � \� 1 30' 0' 30' GRAPHIC SCALE Rational Method Drainage Area = 8.6 acres Tc=5 min. C= (Grass(3.31x0.35)+(Impervlous(5.28x0. 9))/4.8 = 0.69 Intensity (25 -yr) = 7.55 in/hr per Atlas 14 Q (25 -yr) = 44.8 cfs ' 0)o� 74 ,•�Q-c° uj_¢ Co Y J , C2 C;> NLn C b -0 c ro rn Cn C O o Roo N i NM Cz :21! p Z Z W V W m 0 0 � Z O O u) O ~ 5uo(67Z2 n tiowz��z� g cs a 0e) O N z O LU OC w Q DATE: JULY 31, 2019 SCALE: 1"=30' FILE NO. 0647 SHEET 10 OF 10 74 ,•�Q-c° dO Co Y J , C2 C;> :21! p Z Z W V W m 0 0 � Z O O u) O ~ 5uo(67Z2 n tiowz��z� g cs a 0e) O N z O LU OC w Q DATE: JULY 31, 2019 SCALE: 1"=30' FILE NO. 0647 SHEET 10 OF 10