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HomeMy WebLinkAbout44-18 Site PlanLEGEND EXISTING FEATURES EXISTING EDGE OF PAVEMENT _..._...__. _. __ _. EX EP EXISTING EDGE OF GRAVEL ----- - EX EG EXISTING CURB AND GUTTER f PROP CG -6 EX CG -6 PROP CG- R EX. INTERMEDIATE CONTOUR - -- --iP- - -- -- -- EXISTING INDEX CONTOUR PROPOSED STORM SEWER PROP. 24" ADS fn�� EXISTING SPOT ELEVATION S S X 50.0' EXISTING TELEPHONE LINE T Disturbed Area EXISTING SANITARY SEWER S - •- • -••- " - .._a,. . EXISTING ELECTRIC SERVICE - F - - EXISTING GAS LINE GAS COMMON LABELS & FEATURES EX 1 5 " RCP EXISTING STORM SEWER h EASEMENT LINE EXISTING FENCE LINE - -- - X - EXISTING DITCH LINE l2 ADA HANDICAP PARKING STALL Rear: EXISTING WATERLINE W/ TEE W -- EXISTING FIRE HYDRANT defined b the Frederick Count Zoning Ordinance. Y Y 9 EX. F / 1 EXISTING WATER VALVE ti:� r -•v--- W EXISTING REDUCER -- +r1i -_---- a--- W ------ EXISTING TREE DRIP LINE PROPOSED FEATURES PROPOSED EDGE OF PAVEMENT PROPOSED EDGE OF GRAVEL PROP EP PROP EG PROP. CURB & GUTTER PROP CG -6 PROP. REVERSE CURB & GUTTER PROP CG- R PROPOSED CONTOUR 50 PROPOSED SPOT ELEVATION +50-0 PROPOSED STORM SEWER PROP. 24" ADS fn�� PROPOSED SANITARY SEWER S S PROPOSED TELEPHONE T T PROPOSED ELECTRIC Disturbed Area PROPOSED GAS LINE Parkin Setbacks PROPOSED WATERLINE Pro PROPOSED WATER METER 5 PROPOSED FIRE HYDRANT PROP. FH COMMON LABELS & FEATURES PROPERTY LINE OF PROJECT NEIGHBORING PROPERTY LINES h EASEMENT LINE OCD U PROPERTY CORNER FOUND Q PARKING SPACE TOTALS l2 ADA HANDICAP PARKING STALL Rear: SIGNS 11.0' SANITARY MANHOLE IDENTIFIER O defined b the Frederick Count Zoning Ordinance. Y Y 9 STORM DRAIN STRUCTURE IDENTIFIER ❑� LIGHT POLES Tabulation LOCATION OF TEST PITS EROSION & SEDIMENT CONTROL FEATURES LIMITS OF CLEARING & GRADING - - - LCG INLET PROTECTION 00 OUTLET PROTECTION 00 CHECKDAM CD DIVERSION DIKE 00 DD SILT FENCE W/ WIRE SUPPORT X SF RIP RAP RR 0 0 SEDIMENT TRAP ST CONSTRUCTION ENTRANCE FREDERICK WATER CONSTRUCTION NOTES Rev. Feb. 2018 1. Frederick Water's Water and Sewer Standards and Specifications are available at www.frederickwater.com 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 cover shall be set to final grade, c. The distance between the top of the cover and the coppersetter shall be between 18 and 21 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'04", %", 1 , 1y2"and 2" water services ii. all sewer services. b. The owner/developer shall., I. coordinate (or have the contractor coordinate) the location of the service lateral with Frederick Water's engineering assistant Ii. 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 shall also have a fire service 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: e a P () 9 PP 9 a, domestic water meter and Its backflow prevention device, and/or its b. Fire service line's backflow prevention device. 11. 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 AVERAGE DAILY USE (GALLONS) MAXIMUM DAILY USE (GALLONS) MAXIMUM PEAK 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 responsible for adequate and positive drainage of this site. 7. The contractor will obtain a Land Disturbance Permit prior to any site work or construction. 8. All construction will be done following the laws and guidelines set forth by OSHA and VOSH. 9. The contractor will notify engineer of record of any discrepancies between the approved plans and existing site conditions. 10. The developer is responsible for the relocation of any utilities required by this site plan. 11. All Erosion and Sediment Control devices shown on this site plan shall be installed prior to construction. 12. All controlled fill must be compacted to a minimum of 95% density following Method A' of the Standard Proctor ASTM -D698, AASHTO-T99, or VTM-1 as applicable. Any fill placed under buildings, structures, or pavement must be inspected and approved by a professional soils engineer. A geotechnical report supersedes this note if provided. 13. The contractor is responsible for contacting MISS UTILITY prior to any site work. All utilities shown on this plan are approximate locations and not all utilities may be shown. 14. The contractor will contain all litter and debris on-site. The work must be left in an orderly manner at the end of each workday. 15 An approved set ofsite 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. l 7 Chapter for height and area T503 . Limitations for type of construction in 1. Proposed 21,000 sq ff single story warehouse/business shall comply with ape 5 o( ) yp Table 503 of the 2009 IBC and Fire Protection shall be installed as required in Chapter 9IBC. r Al/ required egress shall be accessible. Building shall comply with ANSI Handicap Al71 3 03 for parking, entrance and egress. r 3• 9 P Y P P 9r 9 9 9 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. Design Professional. 5. Special Inspection requirements of Chapter 17 of IBC shall apply to this structure and must be sealed by a Virginia Registered (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 1007.8IBC 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 Marshalls direction. 3. The contractor must align the fire hydrants to the direction as determined by the fire Marshall. 4. Burning brush piles of natural vegetation requires a permit. Burning construction debris is prohibited. 5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION # EXP. DATE: 1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth in the plans. 2. Note: An on-site pre -construction meeting is required with the Owner, Site Contractor, Public Works, & Designer prior to commencing any site work. 3. The contractor will possess a Land Disturbance Permit prior to any site work or construction. VDOT GENERAL NOTES Rev. June 201 V1. All work on this project shall conform to the current editions and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal, or local regulations applicable. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety & Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules & Regulations. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT s Work Area Protection Manual. A transportation management plan needs to be submitted for approval and land use permit issued prior to any execution of work within the VDOT right of way. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / 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. VOOT 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. VOOT requires 48 hours advance notice prior to any required or requested inspection. V8. The contractor shall notify the Trak Operations Center at (540) 332-9500 for any traffic control plan that impacts a VOOT 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 VOOT permitted temporary construction entrance(s) in accordance with Section 3.01 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 waterand war lines within existing or proposed V00 T r/9h - f - way shall ha ve a minimum thirt Ysix (36l inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained /s 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 VDOT standards and procedures. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VOOT, density tests shall be performed by a qualified independent agency in accordance with VOOT Road and Bridge Specifications. Certified copies of all test reports shall be submitted to VDOT daily, unless specified otherwise. V15. VOOT 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. All 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 VOOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Trak 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 VDOT 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 resent during the construction and testing of the control strip. 9 pP Y P 9 9 P 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 P6-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be detennined by the engineer and approved by VDOT V23. VOOT 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 VOOT. V26. The foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposed foundation elevation to determine the type and condition of the foundation. The contractor shall submit copies of borehole logs and report findings of foundation exploration to the engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT Road and Bridge Standard PB -1. Contra to the Standard where rock is encountered and cast -in-place box is proposed, the thickness of bedding shall be Contrary P P P 9 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 I ITE USE AREA 811 1 CONST EQUIP. RENTAL 1 22, 000 sf IN I OUT TOTAL 10 10 20 DATA TAKEN FROM THE I, T E. MANUAL IN I OUT I TOTAL 7 IS 22 LANDSCAPING NOTES ADT 220 1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations and utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities. 2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots and be well branched. The planter shall guarantee all plants for one year. 3. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided to the owner. 4. 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 §165-203.01 B. �6 • VICINITY MAP SCALE 1"= 2000' PROJECT INFORMATION Property Data Tax Map Number 43-(19)-1 Address Welltown Road Area 10.550 acres Zoning M-1 Legal References #180005580 Existing Use Vacant Proposed Use Office and Warehouse Disturbed Area 10.550 acres Zoning Data Open Space Minimum 25% =1.64 acres Open Space Proposed 40.9916 = 4.32 acres F.A.R. Maximum 1.0 F.A.R. Proposed 0.05 Proposed Building Data Type of Construction 2C - Metal Area 11, 000 sf Height 14 feet Max. HeightAl/owed 60 feet Owner TSM, INC PO Box 1445 Winchester, VA 12604 Phone - (540) 974-1130 Building Setbacks Front (Welltown): Per Code 75' Proposed 100.0' ILJLQ GreyWolfe, Inc. (540) 667-2001 O 75' 90.5' o� Right Side: 25' C m 4O o 0 523.7' 00 7� Parkin Setbacks Per Code Pro C, O u•� 5 25' osed 30.5' Telephone: Verizon (301) 954-6282 (Welltown): C ° h 10' 5' OCD U Q N q C o^ 1�Lral 0 Maximum 1. Exterior lighting is not proposed. Rear: 5' 11.0' = C defined b the Frederick Count Zoning Ordinance. Y Y 9 WWOO Use For Parking Unit Tabulation Office (4,000 sf) C 16 b O per employee 12C ro ate@, N ° I 44 Re uired Proposed CD Ln v n a U,4 n 2 y cv o i C o v c ° c 1 o o z x "Do0 W W V Z 3 J ti Building Setbacks Front (Welltown): Per Code 75' Proposed 100.0' GreyWolfe, Inc. (540) 667-2001 Left S/de(McGhee): 75' 90.5' NIA Right Side: 25' 335.0'�QG� m 4O Rear. 25' 523.7' 00 7� Parkin Setbacks Per Code Pro C, O u•� Front 25' osed 30.5' Telephone: Verizon (301) 954-6282 (Welltown): Electric: Shenandoah Electric Cooperative (540) 450-0111 Lett S/de(McGhee): Right Side: 10' 5' 18.0' 99.5' Q N q C Zoning General Notes Maximum 1. Exterior lighting is not proposed. Rear: 5' 11.0' 3. This project will not disturb any environmental features as 0 o defined b the Frederick Count Zoning Ordinance. Y Y 9 WWOO Use For Parking Unit Tabulation Office (4,000 sf) 1 per 250 sf 16 Q zt Warehouse (8) 1.5 per employee 12C i '- z CM I 44 Re uired Proposed In �g: 17 z Q Parking Spaces 28 33 a U,4 n 2 y cv o Handicap Spaces Z 2 Ui �� z z m¢ Loading Spaces (1:40K) 1 1 o o z x "Do0 W W V Z oCr��iz �000"'o Monument Sign Data Sign Area 100 sf Monument Sign Height 15 ft SEE FREDERICK COUNTY ZONING ORDINANCE § 165-201.06 Contact Numbers Sheet Index Surveying & Engineering Firm: GreyWolfe, Inc. (540) 667-2001 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 Detail Plan Sheet 4 Frederick Water Plan Sheet 5 Erosion and Sediment Control. enand BMP Plan Sheet 6 S& Department of Public Works 540 665-5643 P ( ) Erosion &Sediment Control Plan Sheet 7 Sediment Sanitary Sewer and Water. VOOT Entrance Plan Sheet 8 Frederick Water (540) 669-1061 Details Sheet 9 VDOT: (540) 535-1824 Landscaping Plan Sheet 10 Telephone: Verizon (301) 954-6282 Life Safety & Lighting Plan Sheet 11 Electric: Shenandoah Electric Cooperative (540) 450-0111 Gas: Washington Gas Co. (540) 869-1111 MISS UTILITY: 1-800-552-7001 Zoning General Notes Maximum 1. Exterior lighting is not proposed. Environmental Existing Disturbance Proposed 2. Outdoor trash receptacles is not proposed. Features Acreage Allowed Disturbance 3. This project will not disturb any environmental features as 0 o defined b the Frederick Count Zoning Ordinance. Y Y 9 Floodplain 0 acres 0 /0 0 /o Lakes & Ponds 0 acres 00/0 0% 4• The owner will be responsible for obtaining or granting easements shown this plan. Wetlands >1AC 0 acres 0% % 0 5. re Easements will be recorded and copies sent to the parties Sinkholes 0 acres 0% 0% involved, Natural S. W. 0 acres 10% 0% 6. All utilities that will service this site must be placed Retention Areas underground. Steep Slopes >50% 0 acres 25% 0% Woodlands 0 acres 2591a 00/0 APPROVALS Frederick County Zoning Administrator l SP#44-181 Date Final Site Plan Approved by Frederick Co,(/nty Planning Department Reviewer Date 1. Site Plan approval from VOOT will expire three (3) years from the date of the approval letter. Z O R LU 0 Z 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: Nov. 8, 2018 end of this period, Authority approval shall be void. 4. The Frederick County Department of Public Works approval is not enough to begin site development. The owner/contractor must obtain a 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. 0595 approved prior to constructing any structure. Furthermore, the site must meet all ADA requirements and be approved by Inspections. SHEET 1 OF 11 704.1: J _;t 703.07' O �TAEW w �� W w w- w w 43 -(19) -IB TSM, INC. 040010354 ZONED: M-. USE: INDUSTR 5.28 ACRE INTER -PARCEL k l l 25ES-1 (18) :0 NEON i / PR, 18" HDPE - 40' 25'R l y /. ;h o� 45° 0 450 RIP -RAP _ SPILLWAY � JI n OF FREDERICKSEMENT COUNTY OING EA EXISTING INAGE AND' 45 ACRES GABION pERMANpo 8g4, PG 1018 21.5° 'R W EXISTING COBE AND P NDINGIEASEMENT PERMANENT PRA 894, PG 94 S 68°52 41 "E - 821,58' 48" DIA. RISER 60" HEIGHT W/ TRASH RACK PR. IS" HDPE - 20' HW -1 (15') 45 48"SAFETY BENCH ES -2 (24') W x W /WA ER EA�NT 2p' FREpERICK x PROPOSED I I x GRAVEL STORAGE YARD I� PR. 24" HDPE - 300' z i 8" TEE WV's x y TEMPORARY GRAVEL STORAGE YARD x 11.25° 43-(19)-1A RITE-VA2 ADMIN„ INC. DB 888, PG 1465 ZONED: M-1 USE: INDUSTRIAL ,`29.77 ACRES ES -2 (18-) GRAVEL STORAGE YARD ALL WATER LINES, INCLUDING PRIVATE FIRE LINE, SHALL BE 8"DUCTILEIRON CLASS 52 WITH RESTRAINED JOINTS PER DETAIL PROVIDED ON SHEET S 15'R EDGE OF GRAVEL ASPHALT a w w w w w i RIP -RAP SPILLWAY r_. W Li s ,W x N m x II "NO TRACTOR TRAILERS ALLOWED" POSTS ON BOTH.SIOES OF ENTRANCE h W X (`" 15'R 25'R N ARV I FH W BOLL WV W 's x IwWV 5/8" WMT Is cH W/ L1 IOLLAR OFFICE RADIUS 16 4,000 sf 20' CONCRETE APRON, SEE DETAIL SH. 4 FOR ADA ACCESS COMPLIANCE DOUBLE DETECTOR PROVIDED IN BUILDING - PRIVATE FIRE LINE DIRECTION o I 8 10 396.50' r �. 25' 1p 0 O K O O O O O (� C 0 0 o S 8 0 0 8 0o rnl Q J �y� I I I I I I I 1 m WAREHOUSE TOTAL BUILDING S J 4 18,000 sf SPRINKLERS REQ'D Q Q (^ v I FF=709.00' 22, 000 sf 450 o S o 0 0 4 0 0 $ v 5/8" WMT Is cH W/ L1 IOLLAR OFFICE RADIUS 16 4,000 sf CHORD DIRECTION FF=709, 00' I 8 6'000R 396.50' r JL 25'R 20' 1 24, 20FH. W&N I- — _ _ _ _ -- -- -- -- Is race BL_ -- x x x x x x x --- --- 1005f w 50'R ---- 0''R �- x x 6' OPAQUE FENCE 25'R W o g o 0 0 0 0 0 0 0 o k OR EQUIV SCREENING 30R 75'BRL BOLLARDS 10R 951 / 275' (TOTAL) ES- (18) / -- _ w 20'CONCRETEAPRON w w IOR - 40' \ u } s s --s _s s s s s s s s I I /PR, 18" HDPE - 40' / HW -1 (24'1) \ `-8" SDR -21 FLOOR DRAIN COLLECTOR OIL SEPA TOR w qc ioed INTER PARCEL CONNECTION 50'R 50'R { I-- — — — — _ T — -- 50R R --- � cess + 25' T TESTPl�-- SEWS PUMP ASPHALT ES118" wwSIR _- -- -- _ - x ------ ` FU �1 5 „� F _ E ZE_-- I x rt _ _ i '` • .. 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W F o F O� F -a �m / / as - `- - !j/ _� ~► W -- F -o F-o-�, MANAGEMENT, LLC o �� �' / ---- W W -�-- I W --- F'0'--F-0� -`\ 160012472 ►�, / ��� �/ ----- -- - ~_ W ``"- W �_W W �---- W ZONED: M-1 • / / b� 0� / 43 -(19) -ID - ' ---~� W W o \ USE: INDUSTRIAL A / Q-- _ _ w 6.64 ACRESTSM, INC. 180010331 Q p� ZONED: M-1 USE: VACANT 5.559 ACRES x , \ 40' 0' 40' # RADIUS ARC DELTA BEARING CHORD DIRECTION C-1 1 994.93 1399.17'122-59'14" IN74°50'15"W 396.50' C -CW GRAPHIC SCALE co o6�O 43-(A)-56 yy II I KMEN SV LCT O N 8 DB 778, PG 645 f I I I ZONED; USEI : VACANTy� < u N �O 6.740 ACRES 2GIV �P I I � I WOJ a ar �ooQv>� mxz CC o i I ■ °zc�WW Wg2 �pZ � �I I W�WZZmQOV s, o� O o 1I- 3 3 I. � I a R I I I e - Q v z 0 DATE: Nov. 8, 2018 SCALE: 1" = 40' FILE NO. 0595 SHEET 2 OF 11 ti z (J j O C a LuC Q J �y� S J 4 � Q Q (^ v I Ln v LLJJ DATE: Nov. 8, 2018 SCALE: 1" = 40' FILE NO. 0595 SHEET 2 OF 11 ■ L o Lc rA� r .I. 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IN --__ __ _�W.�W �s Lu DATE: Nov. 8, 2018 SCALE: 1" = 50' FILE NO. 0595 SHEET 3 OF 11 R7-8 HANDICAP PARK/NG (12" x 188 RESERVED PARKING INTERNATIONAL SYMBOL OF ACCESSIBILITY IF REQUIRED VAN ACCESS/BLE PENALTY $100-500 TOW -AWAY ZONE MAY BE PLACED ON ONE BLANK. ADJUSTING THE REQUIRED HEIGHT TO ACCOMMODATE THE ADDITIONAL LINES j REQUIRED EFFECTIVE JULY 1, 1998 j 2 u PARKING SURFACE CONCRETE WHEEL STOP (IF REQUIRED) HANDICAP PARKING SIGN DETAIL (NOT TO SCALE) Fi In 12:1 12:1 N in NOTES: II1 11 1. H/C SPACES MAY NOT EXCEED A 2% SLOPE. 2. RAMP BUILT TO VDOT CG -12 STANDARDS. J. WHITE STRIPING SHOULD BE 3" WIDE. 4. H/C SIGNS TO BE SET Y BEHIND SIDEWALK OR MOUNTED TO BUILDING /F POSSIBLE. 707 706 705 704 703 702 701 700 699 698 697 696 695 710 705 700 695 m \ WOVEN WIRE MESH 6" OF 21-B COMPACTED TO 95% DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL APRON SECTION 8' WIDE T POF8 M = ±2 95.5' - - - - - -- -- - — i OVER LOW=7 2.5' b i \ --- VERFLOW=702. ' - --- 300'OF24" 140' OF 15" DRE N0j MAL POi 699.0' L - - - 18" C LEAR MIN. 10.91 cfs @8 5 ft/s ----- - - - _zot6o- EC -1 RIP -RAP - � z — 2 W a ZO' OF N(jRI�IAL POOL - - GABION - " - - - - - --- — RMAL POOL 699 _ -._ _ _ _ -- - - - - k� 5"HDP--- �m FILL W/24"C 9NCRETE - 699.0'- ..- --- --- co ----- - - -- --_ o FOR ANTI -FL 6 TATION� y 699.0' Oq _S7 -- � b 4 j O Z O Z 4"RI RAP ti y TV= 73,330 cf 12" EEP _ Tv=57,080 cf _ m Z b M - ti b v o of ti K 4 M rnC� b ti O ti O� ti ^fir Z 4i 7 y m W12_ W O m C j tib y n n ui o ti v M ZO N y 0+00 o �n m O O II II W W 5' 15' 2% 5% FF=709.00' 20' APRON DETAIL "1 6" OF 4000 PSI CONCRETE WITH 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 FOREBAYAND WET POND PROFILE 0+00 0+20 0+40 0+60 0+80 707 706 705 704 703 702 701 700 699 698 697 696 695 710 705 700 695 m- 710 710 705 700 5+00 5+50 6+00 6+50 7+00 7+50 WOVEN WIRE MESH 6" OF 21-B COMPACTED TO 95% DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL APRON SECTION 0+00 0+20 0+40 0+60 0+80 707 706 705 704 703 702 701 700 699 698 697 696 695 710 705 700 695 m- 710 710 705 700 5+00 5+50 6+00 6+50 7+00 7+50 T POF8 M = ±2 95.5' \ i OVER LOW=7 2.5' b i --- ------ ----- - --- 300'OF24" 140' OF 15" DRE N0j MAL POi 699.0' L - - - 18" C LEAR MIN. 10.91 cfs @8 5 ft/s EC -1 RIP -RAP � z — 2 W a ZO' OF b 0 0+00 0+20 0+40 0+60 0+80 707 706 705 704 703 702 701 700 699 698 697 696 695 710 705 700 695 m- 710 710 705 700 5+00 5+50 6+00 6+50 7+00 7+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 WET POND OUTLET PROFILE \ i i --- ------ ----- - --- 300'OF24" 140' OF 15" DRE - - - 18" C LEAR MIN. 10.91 cfs @8 5 ft/s EC -1 RIP -RAP � z — ZO' OF k� 5"HDP--- �m FILL W/24"C 9NCRETE - moo, co - o FOR ANTI -FL 6 TATION� y O Oq U � b 4 j O Z O Z M M ti y _ m Z b M - ti b v o of ti K b O ti O� ti ^fir Z 7 ti 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 WET POND OUTLET PROFILE 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 STORM SEWER PROFILE 710 705 700 710 YMI 700 695 C o 0 V) b h O o 0 0 C (0 cn M A m o N ate@' =3 ti V) v H 'd o � t � 690 O ^� 7 y�2 ¢ = V PDQ 710 705 z 0 ., 700 695 m w a O DATE: Nov. 8, 2018 SCALE: 1" = 30' FILE NO. 0595 SHEET 4 OF 11 \ 300'OF24" OPE o 18" C LEAR MIN. � z — k� �m moo, co y O Oq b 4 j O Z O Z M M ti 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 STORM SEWER PROFILE 710 705 700 710 YMI 700 695 C o 0 V) b h O o 0 0 C (0 cn M A m o N ate@' =3 ti V) v H 'd o � t � 690 O ^� 7 y�2 ¢ = V PDQ 710 705 z 0 ., 700 695 m w a O DATE: Nov. 8, 2018 SCALE: 1" = 30' FILE NO. 0595 SHEET 4 OF 11 .1on CONCRETE ENCASEMENT TRENCH & BEDDING .I. CONCRETE ARCH 4•ema eaml MAR 10 In maroxl m imeeaaM xcn lomf a rtre 6dma: HARD WIRED Ll �Wm and roMvANm tlN apetllla0,ym a SPD n emncn a Ine emna am a reareEf ee. PERFORMANCE L. rmtreMm Io2vI apPa (PVC «DIP) GASKETED LID, HDPE D. p¢e morel« 4o D P W 1r 1a IV 'M 21 20 120 Wt60 L(t) ?J DO ICU t11 1 Long TEE, CROSS,WYE m (304 S.S.) A• mmmummm j (304 S.S.) � L.Opecl arIA., adpa (PVD «dFl ..0e •/\ D.dn m.maer LD M OD 9 V. 1r 14 18 20 R4' 22 12',11114• 0 L(fl) 2p M 20 R0 20 20 20 HORIZONTAL BEND berealM1remNM RESTRAINED JOINTS FOR ew ypo TEE, CROSS, WYE AND HORIZONTAL BEND -2- FEB oe E'ONE HARD WIRED Ll depth4¢rok,. SPD PUMP PERFORMANCE CURVE GASKETED LID, HDPE DUAL WALL, CORRUGATED � HDPE ALCESSWAY 4o INTERNAL WELL VENT 20 a F 10 2.0' DIA, Long DISCHARGE 1 1/4' FPT m (304 S.S.) A• mmmummm j (304 S.S.) � FIELD JOINT REWIRED ..0e mmammam LD M (304 S.S.) 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D V V 1T I 1VtB' L.«aealwdlen goof pow (PVC «DIP) LIN BD m) IW 1220 120 Rep' R4• 140 160 D.Oadhma« VALVE, DEAD END RESTRAINED JOINTS FOR REDUCER, GATE VALVE AND DEAD END -3- FEBM � L�� OHMS HARD WIRED Ll depth4¢rok,. LL// 11 II II 4 !L LEVEL COMROLS w DD.p/ge/m�a,\mmer R�V (WIflELE55 �I(( LEVEL CONTROLS ®OU �U /L 4B° GASKETED LID, HDPE DUAL WALL, CORRUGATED � HDPE ALCESSWAY 4o INTERNAL WELL VENT 20 a F 10 2.0' DIA, Long DISCHARGE 1 1/4' FPT m (304 S.S.) A• mmmummm j (304 S.S.) � S.S. CAST BALL VALVE ..0e mmammam LD M (304 S.S.) ' m,�,y� CFECK VALVE 0 mammamm NO amt, berealM1remNM —ANTI -SIPHON VALVE ew ypo mammamm vOH9 testrNMdm mNn y'� weer 0 t' ce mmammam nmea no in Oc t Nae:vN.eman anammm0 e0 15 - v01VBWx npspVr90.Y REDUCER In mmapF m nomol it,e mrnMlOn, any Ndmmat IIIb wMb Ne apxnw,INm snap ne mewmw. 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CORI1F4p1 AYIM1m armed parwrcm «eeM IiI[��]IiII�GIC� re 140.] SEWER i?mnaleeedge ar,GwrlooX-4m. radl,wa^a^IrnewNn "Itch tai neoe ew lwxomee rreoeaaary ton ea No. Inp 68NM: Aj09140. 75'LaTO rbelveiry w/2 b011om 6ecti0n: FNlme No. BOBR4 iTi T/\.✓.)/.`uSn .� >L .,:'. ..,..?i\ii\ii`i:`i:`i;`i�`i:`iA; porde T jW. r■ V�iIF4pp�yy�M4 4�A010K` «ace mr wet« 710 CalmnTew Rewe24• monde mrwrm. CORI1F4p1 AYIM1m armed parwrcm «eeM ............ ................... .M�...., V amM re 140.] SEWER i?mnaleeedge ar,GwrlooX-4m. radl,wa^a^IrnewNn "Itch tai neoe ew lwxomee rreoeaaary ton ea No. Inp 68NM: Aj09140. 75'LaTO rbelveiry w/2 b011om 6ecti0n: FNlme No. BOBR4 aacarora.ww .� >L Amann YatlU porde T jW. r■ V�iIF4pp�yy�M4 4�A010K` «ace mr wet« 004 � 900 O 705 eealo o," j � dbmalnmen"lo \. C V) bmea mpp, v` h • 1• FlPXFlPIwarbal �' +r' - - dw weer nmea no in Oc cm 2 MINX FlP Nm amp C _ •i'� mnia o u O ---2222-- 700 —`� L� H axe 1a i acrd Gook O cmu n (esreq Gmd v a� cerdPa ) -- -- - - .........'.':.'.�.:'.'.:�.'.:'.':.'.:��.�. `...... scone NOTES: 1.AApgpatYbe TtlWnaer z F«IorydemYpl4.Or kss In dmmC rinsmp Teo In mon (no otlm) 9.OItk tlbminar.T (carnew groove) mudlrg a.oppFambpomNSoe n. FID %mem adaptNmama wilt,, F room awmrx MP 4. VetresAY ba WTem, Int'. a wa «- Mwml � w2' NPi aom,actlon 0. aewar - Mode180B sled body w? NPT mnlmC6pn 6. ansa analbe af4 ni.1-t2'X311a aMnmum «It>M Irm whrml m«a elbow a wdwe COMBINATION AIR RELEASE AND VACUUM VALVE VAULT .11. MAR 16 edeaweld aev a aro: oxua..... M,,�-anorre eetlae Fmlp joist - YMIPX PIaaIdM DJ. adapter Popes `40, DJ knppMm M,= , rwbaM Y IXavaye Wh T apo«e opemtlrM nm 2CT9 pdye0otene nAXnO ryET1 200 P61 wI581mwm aa0mviactlom banks MSTALIATION NOTES: t. Eramkcetlbnd Medway boa m be appawtl pdx to InaleBallory R. Seww wrvb udseeq INm1: a) Errata n4'mamerer SLHNI PVC or SDPRI plle.Tm pjarq a1W con ham ore ma bayaA eltlewdk, eaoaeme aheel,mmeka bry«N ell a•i n) InamA 120e,gaMWtm ea6d copper We lmrala nsnelnorn Pere. amp m Moine roMwey mI IwnpMm wmap corp, mop; whom no mpOd ro lop a PETaI tDtooi Navels; wnw w Imo meduay bm eM mlmtrem et top albw IaN uweretl. HIGH PRESSURE FORCED SEWER SERVICE LATERAL -25- FEB W V9vbo, npVzdwegoass w. ............ ................... .M�...., V amM re 140.] SEWER ton ea No. Inp 68NM: Aj09140. 75'LaTO rbelveiry w/2 b011om 6ecti0n: FNlme No. BOBR4 _wrkxaee pad I•e•dFF.sseeep .� >L Amann YatlU porde T jW. r■ V�iIF4pp�yy�M4 4�A010K` I' 004 � 900 O j � C V) b h V - - - --- edeaweld aev a aro: oxua..... M,,�-anorre eetlae Fmlp joist - YMIPX PIaaIdM DJ. adapter Popes `40, DJ knppMm M,= , rwbaM Y IXavaye Wh T apo«e opemtlrM nm 2CT9 pdye0otene nAXnO ryET1 200 P61 wI581mwm aa0mviactlom banks MSTALIATION NOTES: t. Eramkcetlbnd Medway boa m be appawtl pdx to InaleBallory R. Seww wrvb udseeq INm1: a) Errata n4'mamerer SLHNI PVC or SDPRI plle.Tm pjarq a1W con ham ore ma bayaA eltlewdk, eaoaeme aheel,mmeka bry«N ell a•i n) InamA 120e,gaMWtm ea6d copper We lmrala nsnelnorn Pere. amp m Moine roMwey mI IwnpMm wmap corp, mop; whom no mpOd ro lop a PETaI tDtooi Navels; wnw w Imo meduay bm eM mlmtrem et top albw IaN uweretl. HIGH PRESSURE FORCED SEWER SERVICE LATERAL -25- FEB W aFaro 1_ 2' Ito p 2.rl 210n nlPde 0 e»t pa roxyra bcw 25Clo FlPx a sEAIERP m <a klmk-F rg; wdtl EwBe por,2 9 x W e ed �1 .:.Siiic` Pcapmr baba 1 ;£ V9vbo, npVzdwegoass w. ............ ................... .M�...., V amM re 140.] SEWER ton ea No. Inp 68NM: Aj09140. 75'LaTO rbelveiry w/2 b011om 6ecti0n: FNlme No. BOBR4 _wrkxaee pad I•e•dFF.sseeep .� >L Amann YatlU porde T jW. aFaro 1_ 2' Ito p 2.rl 210n nlPde 0 e»t pa roxyra bcw 25Clo FlPx a sEAIERP m <a klmk-F rg; wdtl EwBe por,2 9 x W e ed �1 .:.Siiic` Pcapmr baba 1 ;£ LOW PRESSURE FORCED SEWER TERMINAL FLUSHING CONNECTION -29- w ............ ................... .M�...., V amM ........... rSCN PIC manor .1d W'boo wM 12'weepbele rbelveiry w/2 m,e sea FIFO, LOW PRESSURE FORCED SEWER TERMINAL FLUSHING CONNECTION -29- L o .� >L C O O � C V) b h V - - - --- ---- --- --—" Oc cm M C _ •i'� p o u O ---2222-- tt3D ate@, —`� L� H i � O cmu n e v -- -- - - -----' ------ -48"DEPTHM CLASS 51 DUCT! ETRON ELfkR MI . W - WATERLT E zz A o O p W oo b M W 1t, ID M 2 W IW_7 J 2 2 2 U2 2 W m Z w LQ I4 I 33 v 2 0 Q 0 C 0 tlW' 0 C o C h N h Af o a Lon R .14-'1 ti W ti I" h b s oD W no nW Do W a0 rep O Q N *-1 W 00 DO DO ¢ iiy a Q1� til C Q , U ¢ Q Q J V ¢ 2 ¢ 2 ¢ 2 ¢ 2 Q 2 ¢ 2 2 a 1 1 r r I I 1 1 r ti O O N O r\ e1- 00 h 01 b N b dry H 0+00 0+50 1+00 1+50 2+00 1+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 WATERLINE PROFILE 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 H- a UrI IMI m VO OM V NI O_ ~\ j oIn �WWOJ Q b Z x O ti Cc �cpcQamDc LUC' Q Q LZ'Q o 0 ¢ W W 2 a x La �R 2�QZI"OyOx av�cvS�v? Jai Z U W W Q Z kn W Z Z ca Q 0 ¢ Q O j5 IS L ti U 2 C Q 2 O Ll a Z 2 o Dc U W O O y 0 N ti j\ Q CI:LU ~ �W o J �� W z� QO WK J J 4.1 Zt 0 DATE: Nov. 8, 2018 SCALE: 1" = 30' FILE NO. 0595 SHEET 5 OF 11 L o .� >L C O O � C V) b h V Oc cm M C _ •i'� p o u O tt3D ate@, N L� H i � O cmu n e v UrI IMI m VO OM V NI O_ ~\ j oIn �WWOJ Q b Z x O ti Cc �cpcQamDc LUC' Q Q LZ'Q o 0 ¢ W W 2 a x La �R 2�QZI"OyOx av�cvS�v? Jai Z U W W Q Z kn W Z Z ca Q 0 ¢ Q O j5 IS L ti U 2 C Q 2 O Ll a Z 2 o Dc U W O O y 0 N ti j\ Q CI:LU ~ �W o J �� W z� QO WK J J 4.1 Zt 0 DATE: Nov. 8, 2018 SCALE: 1" = 30' FILE NO. 0595 SHEET 5 OF 11 53.78 ACRES TOTAL 1 ! / �• �• �' •�J I 71p- _ ill W _ 702 40' 0' 40' ` � l GRAPHIC SCALE Fig 11 )l J� it 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 Itis per 1000 square feet (1000 lbs per acre). 4,) Seed mix will consist of 75% Kentucky 31 Tall fescue, 10% Annual Rye, 10% Foxtail Millet, and 5% Red Clover at 200 lbs per acre. 5.) Straw mulch will be applied to all seeded areas at the rate of 3500 Ibs per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre. 43-(19)-1 SITE Common Name Botanical Name Planting Size Mature Quantity i Height or Caliper Height i Sycamore Platanus occidentalis 1" Caliper i 3 SA Swamp Azalea alea 36" 8'-10' S i viAzosum 43-(19)-1 SITE Aquatic Bench 1 1,600 sf/ 100 =16 shrubs Aquatic Bench Trees Symbol Common Name Botanical Name Planting Size Mature Quantity i Height or Caliper Height i Sycamore Platanus occidentalis 1" Caliper 60'-80' 3 SA Swamp Azalea alea 36" 8'-10' S viAzosum Aquatic Bench 1 1,600 sf/ 100 =16 shrubs Aquatic Bench Trees Symbol Common Name Botanical Name Planting Size Mature Quantity Height or Caliper Height SY Sycamore Platanus occidentalis 1" Caliper 60'-80' 3 200' 0' 200' GRAPHIC SCALE THIS REGIONAL STORMWATER-BMP DESIGN PROVIDES THE NECESSARY TREATMENT FOR TAX PARCELS: 43-(19)-1, 43-(19)-18, 43-(19)-1D, & 43-(19)-39. Aquatic Bench Shrubs / - - - 698 e 1 f X / r X! Symbol Common Name Botanical Name Planting Size Mature Quantity Quant Height Height SP Sweet Pepperbush Clethia abutolla 12"-18" 6'-12' 5 SA Swamp Azalea alea 36" 8'-10' S viAzosum ® SB Spice Bush Lindero benzoin 12'1-18" 611-12' 6 STORMWATER QUANTITY ANALYSIS Project Description This site is located at the intersection of McGhee Road and Welltown Road in Stonewall Industrial Park. The project will develop a 22,000 sf building with a gravel storage yard, Existing Drainage Area This project lies within a 53.78 acre drainage area that will drain into the stormwater pond. This drainage area is developed with buildings, roads, parking lots, and storage yards. Of the 53.78 acres, 23.15 acres Is impervious (0=98) and 30,63 acres is managed turf on hydrologic soil group C (0=74), The time of concentration over a 2380' length at 1.2% grade as determined with TR -55 is 19.40 minutes. 1 -year event= 62.95cfs (199,841 cu. ft.) 1 -year event = 87,16 cfs, (273,681 cu. R,) 10 -year event = 156.70 cis (490,516 cu. ft.) Site Post -Development Drainage The project site Is 10 acres within the drainage area. The 53.78 acre area after development will have 33,10 acres impervious (this includes the new ponds) and 20.68 acres of managed turf, The time of concentration remains 19.40 minutes since the development is located at the bottom of the drainage area and the furthest reaches remain the same. 1 -year event = 84.31 cfs, (263, 610 cu. R:) 2 -year event= 110.50 cfs (346,275 cu. ft.) 10 -year event =181,67 cls, (580,499 cu. ft.) Stormwater Management Ponds The site will contain a stormwater management pond with a forebay that will have a gabion outlet 6' above the bottom. All stormwater routing was performed with the assumption the pond would be full to the outlet with each storm, and not assume it will have already drained. Routing the post -developed conditions yields the following: 1 -year event = 31.45 A (163,564 cu. ft.) 2 -year event = 62.28 cfs (346,230 cu. ft.) 10 -year event = 127.95 cls (560,454 cu. R:) Energy Balance Equation - (1 -year storm) (IF 0.8 since area is over 1 acre) (Q post) < Q -pre x (RV-pre/RV-post) x IF 31.45 < 62.95x (199,841/263,564) x 0.8 31.45 < 38.18 reouirements are met. WET POND MAINTENANCE 9.1. Maintenance Agreements Section 4 UAC 50-60-114 of the regulations specifies the circumstances under which a maintenance agreement must be executed between the owner and the local program. This section sets forth inspection requirements, compliance procedures if maintenance is neglected, notification of the local program upon transfer of ownership, and right -of -entry for local program personnel. Access to wet ponds should be covered by drainage easement to allow Inspection and maintenance. It is also recommended that the maintenance agreement include a list of qualified contractors that can perform inspection or maintenance services, as well as contact Information for owners to get local or state assistance to solve common nuisance problems, such as mosquito control, geese, invasive plants, vegetative management, and beaver removal. The CWP Pond and Wetland Maintenance Guidebook (1004) provides some excellent templates of how to respond to these problems. 9.2. First Year Maintenance Operations Successful establishment of wet ponds requires that the following tasks be undertaken during the first year following construction. Initialinspections, For the first six months following construction, the site should be inspected at least twice atter storm events that exceed a 1/1 -inch of rainfall. Planting ofAI Simches. The aquatic benches should be planted with emergent wetland species, following the planting recommendations contained in Stormwater Design Specification No. 13 (Constructed Wetlands). Spot Reseeding. Inspectors should look for bare or eroding areas in the contributing drainage area or around the pond buffer, and make sure they are immediately stabilized with grass cover. Watering. Trees planted in the pond buffer need to be watered during the firstgrowing season. In general, consider watering every 3 days for first month, and then weekly during the remainder of the first growing season (April - October), depending on rainfall. 9.3. Inspections and Ongoing Mefntenance Tasks Maintenance of wet pond is driven by annual inspections that evaluate the condition and performance of the pond, Including the following: Measure sediment accumulation levels in the forebay. Monitor the growth of wetland plants, trees and shrubs planted, Record the species and their approximate coverage, and note the presence of any invasive plant specles. Inspect the condition of stormwater inlets to the pond for material damage, erosion or undercutting. Inspect the banks of upstream and downstream channels for evidence of sloughing, animal burrows, boggy areas, woody growth, or gully erosion that may undermine embankment integrity. Inspect the pond outfall channel for erosion, undercutting, np-rap displacement, woody growth, etc. Inspect the condition of the principal spillway and nser for evidence of spaffing, joint failure, leakage, corrosion, etc. Inspect the condition of all trash racks, reverse -sloped pipes, or fiashboard risers for evidence of clogging, leakage, debris accumulation, etc. Inspect maintenance access to ensure it Is free of woody vegetation, and check to see whether valves, manholes and locks can be opened and operated. Inspect internal and external side slopes of the pond for evidence of sparse vegetative cover, erosion or slumping, and make needed repairs fmmediate1y Based on Inspection results, specific maintenance tasks will be trdggered, Example maintenance inspection checklists for Wet Ponds can be accessed in Appendix C of Chapter 9 of the Virginia Stormwater Management Handbook (2010) or at the CWP website at. http.,11www. cwo. orglResoI Library/Controlling RunI Discharges/sm.htm (scroll to 7ool6r Plan Review, BMP Construction, and Maintenance Checklists) For a more detailed maintenance Inspection checklist, see Appendix B in CWP stormwater Pond and Wetland Maintenance Guidebook (1004). Maintenance is needed so stormwater ponds continue to operate as designed on a long-term basis. Wet ponds normally have fewer routine maintenance requirements than otherstormwater control measures. Stormwater pond maintenance activities vary regarding the level of effort and expertise required to perform them. Routine stormwater pond maintenance, such as mowing and removing debris and trash, is needed several times each year (See Table 14.6). More significant maintenance (e.g., removing accumulated sediment) Is needed less frequentty but requires more skilled labor and special equipment Inspection and repair of critical structural features (e.g., embankments and risers) needs to be performed by a quallfied professional (e.g., a structural engineer) who has experience in the construction, Inspection, and repair of these features. fie maintenance plan should dearly outline how vegetation in the pond and its buffer will be managed or harvested In the future. Periodic mowing of the stormwater buffer is only required along maintenance rights-of-way and the embankment. The remaining buffer can be managed as a meadow (mowing every other year) or forest. The maintenance plan should schedule a shoreline cleanup at least once a year to remove trash and fioatables. Typical Wet Pond Maintenance Tasks and Freuen quarterly 0, offermajorstorms (>S inc/1 ofram a Mowing - twice a year Remove debris and blockages Repair undercut, eroded, and bare soll areas Annually Mowing Twice a year Shoreline cleanup to remove trash, debris and fioatables A full maintenance Inspection Open up the riser to access and test the valves Repair broken mechanical components, if needed One bme-durbrg the secnnd yearfolloI ronstructlen Pond buffer and aquatic bench reinforcement plantings Forebay Sediment Removal, Every5107years Repairpipes, thenserandspillway, asneeded'FlamS1025yeans 9.4. Sediment Removal Frequent sediment removal from the forebay is essential to maintain the function and Performance ofa wet pond. Maintenance plans should schedule cieanouts approximately every 5 to 7 years, or when inspections indicate that 50% of forebay sediment storage rapacity has been filled. The designer should also check to see whether removed sediments can be spoiled on-site or must be hauled away. Sediments excavated from wet ponds are not usually considered toxic or hazardous. They can be safely disposed of by either land application or land filling. Sediment testing may be needed prior to sediment disposal ff the retrofit serves a hotspot land use. STORMWATER QUALITY ANALYSIS Design Decision This site contains a large stormwater management easement that receives water from several developed sites. The decision has been made to treat the 42,03 acre drainage shed as a "ReDevelopment" and utilize the Virginia Runoff Reduction Method ReDevelopment Worksheet - v2.8 - lune 2014. The regional wet pond will provide the phosphorus removal needed for the development of the 10.55 acresite, plus provide additional removal for the existing developments within the 42.03 acre drainage basin that were developed under the old regulations. Pre-ReDevelopment Conditions The 42.03 acre drainage area within the hydrologic soils group C. 23.15 acres are impervious 18,88 acres are managed turf There is not any open/forest space. 11.0 acres is within the limits of clearing and grading for the project. Post-ReDevelopment Conditions 33,10 acres are impervious 8,93 acres are managed turf There is not any open/forest space. Phosphorous Load Reduction required is 18.41 Ib/yr The proposed Wet Pond BMP will receive the entire drainage area and act as the stormwater management for the area as well. This pond will remove 38.14 Ibs/yr meeting the requirements. WET POND DESIGN (LEVEL 1) 6.1 Sizing Wet Pond Treatment volume =130,660 cu. R. (provided from VRRM Spreadsheet) Tv Provided =130,810 cu. ft. below normal pool 6.2 Water Balance Equation: DP=48" (Design Depth of Pool), M6=0" (Base Flow, no streams entering pond) DP= 48"> Er+INF+RES-MB = 8+7.2"+24 --39.2" Correct. 6.3 Geotechnical Testing: Soil borings provided in report. Two borings within the pond area. 6.4 Pretreatment Forebay: Forebay vo1ume=0.25`I Impervious area=0.25"X33.1 ac. = 30,038 cu. it. Volume Provided =137,042 cu. R: Minimum Depth = 4, Provided = 11' 48"Safety bench provided. 6.5ConveYance and Overflow: Minimum slope 0.5% to 1% Provided = 1 % Primary Spillway = 48" riser with trash rack proposed. Non -clogging submerged reverse slope pipe provided. Emergency spillway provided lined with rip -rap 6.6 Internal Design Geometry Low flow path at least 2:1, Provided = 3.5:1 Pool depth is 48"; therefore, Safety and Aquatic Benches are not required. 6.7 Landscaping Plan Vegetative cover provided by turf with shrubs & trees on the aquatic bench. 6.8 Maintenance Plan Access provided by adjacent graveled storage area. Liner - Soil borings indicated substantial depth to bedrock; however, this is a karst area and the native clay soil shall be compacted to 95%. 6.9 Wet Pond Materials Install concrete reinforced riser Utilize 0 ring gasketed HDPE culverts. WET POND CONSTRUCTION &1. Consbuction Sequence The following Is a typical construction sequence to properly Install a wet pond. The steps may be modified to reflect different wet pond designs, site conditions, and the size, complexity and configuration of the proposed facility. Stop 1.• gse ofWetRendasan E&SConbOl. A wet pond may serve as a sediment basin during project construction. If this Is done, the volume should be based on the more stringent sizing rule (erosion and sediment control requirement vs. water quality treatment requirement). Installation ofthe permanent risershould be Initiated during the construction phase, and design elevations should be set with final deanout of the sediment basin and conversion to the post -construction wet pond in mind. The bottom elevation of the wet pond should be lower than the bottom elevation of the temporary sediment basin. Appropriate procedures should be implemented to prevent discharge ofturbfd waters when the basin is being converted into a wet pond. Step2•S1ab//izethe Ora/nageArea. Wet ponds should only be constructed after the contributing drainage area to the pond is completely stabilized. If the proposed pond site will be used as a sediment trap or basin during the construction phase, the construction notes should dearly indicate that the facility will be de -watered, dredged and re -graded to design dimensions after the original site construction is complete. Step 11 Assemble Consfrrrcdon Materials on-site, make sure they meet design specifications, and prepare any staging areas. Step 4.1 Clearandbbip the project area to the desired sub -grade Steps.• InstalIF&SCoaftis prior to construction, including temporary de -watering devices and stormwater diversion practices.A#areas surra nding the ponci that are graded or denuded dunn g construction must be planted with turfgrass native plantings, or other approved methods ofsoil stabilization. Step 6.• Excavate the Core Trench andlnstall the SpillwayPipa 3Yep7.•lnstallthe Riser orOuMowStructure, and ensure the top Invert of the overflow weir is constructed level at the design elevation. Step S..• ConsbuctMe Embankment andArrylnterna/Benns in B- to 11 -inch lifts, compact the lifts with appropriate equipment, Step 9,• EYcavate/Grade until the appropriate elevation and desired contours are achieved for the bottom and side slopes ofthe pond. Step 10., Construct the EmergencySp//lway in cut or structurally stabilized soils. Step S1rlrrstallOut/etPlpes, including downstream rip -rap apron protection. Step 12.,Stabilize ExposedSolls with temporary seed mixtures appropriate for the pond buffer. A# areas above the normal pool elevation should be permanently stabilized by hydroseeding or seeding over straw. Step 13' Plant the Pond BuNerArea, following the pondscaphig plan (see Section 8.5 below). 8.2. Constriction znspect/on MultlPle inspections are critical to ensure that stormwater ponds are properly constructed. Inspections are recommended during the following stages of construction: Pre -construction meeting Initial site preparation (including installation ofE&S controls) Excavation/Grading (interim and final elevations) Installation of the embankment, the riser/primary spillway, and the outlet structure Implementation of the pondscaping plan and vegetative stabilization Frnaf inspection (develop a punchfist for facility acceptance) A construction phase Inspection checklist for Wet Ponds can be accessed in at the CWP website at: http://www.cwp.org/Resource Library/Controlling Runoff_and Discharges/sm.htm (scroll to TOof6: Plan Review, BMP Construction, and Maintenance Checklists) For larger wet ponds, use the expanded construction inspection form provided in Appendix B of CWP (2004). To facilitate maintenance, contractors should measure the actual constructed pond depth at three areas within the permanent pool (forebay, mid -pond and at the riser), and they should mark and geo-reference them on an as -built drawing. This simple data set will enable maintenance Inspectors to determine pond sediment deposition rates in order to schedule sediment cleanouts, ■ CD amC I O Qn C o 0 4J o 0 V) v O o 0 C (0 � M � C p o �A�No N Cc V) y � o ra n c v J Z O H 0 DATE: Nov. 8, 2018 SCALE: 1" = 200' FILE NO. 0595 SHEET 6 OF 11 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. Duringconstruction of the project, soil stockpiles and borrow areas shall o P I P be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion. 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upstream land disturbance takes place. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6. Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. b. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin" The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural Integrity of the basin during a twenty-five year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. 7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. 8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10. Al/ 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 con veyance 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 nonerodib/e cover materia/s. 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 ofnonerodib/e material shall be provided. 14. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. 15. The bed and banks of a water course shall be stabilized immediately after work in the watercourse is completed. 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: a. No more than 500 linear feet of trench may be opened at one time. b. Excavated material shall be placed on the uphill side of trenches. c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off-site property d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e. Restabilization shall be accomplished in accordance with these regulations. f.Applicable safety regulations shall be complied with. 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well as to larger land -disturbing activities. 18.A11 temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria: 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 12, 000 sf warehouse, parking, and outdoor storage. Existing Site Conditions This site has been mowed for several year and has some trees around the perimeter. There is an existing drainage easement on the northern side of the property that extends north onto the neighbor and over theirsotrmwater management pond. The drainage eventually goes under Wel/town road and 1-81 and ends up in Hites Run. Adjacent Parcels The adjacent parcels are large lot industrial uses. Soils This 10 acre lot contains four soil types determined from the USDA's "Soils Survey of Frederick County, VA. " The first is (#56) Carbo-Oaklet silt loams. The second is (#88) Chi/howie Silty Clay Loams, then (#318) Oaklet Silt Loams, and finally (#408) Timberv/lle Silt Loams. This site is classified as a hydrologic soils group C. These soils have medium erod/bility and runoff. Erosion Control Program • install construction entrance with wash rack • Install sediment basin . Install diversion dikes and silt fence • Install the inlet and outlet protections • Grade site and seed all 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 Erasion 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. E5-5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but limited to, off-site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. ES -6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. ES -7. All disturbed areas are to drained to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. ES -8. During dewatering operations, water will be pumped into an approved filtering device. ES -9. The contractor shall inspect all erosion control measures periodically and after each runoff -producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. Frederick County Note: The Public Works and Engineering Department will retain the right to add to or modify these erosion and sediment control measures during the construction process, within reason, to ensure adequate protection to the public and environment. STONE CONSTRUCTION ENTRANCE 70' MIN. EXISTING PAVEMENT FILTER CLOTH- B- MIN.[ AI O IONAU BERM / SIDE ELEVATION GROUND I I 70' MIN. B VASHRACX 10' MIN. I F_ (OPTIDNAU AI RE "- --' SECTION A -A SECTION B -B PIPE OUTLET CONDITIONS 3do (MIN.) L a 0x 'IPE OUTLET TO WELL WINED CHANNEL a SECTION A -A I I I-__4 FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERDIETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d - 1.6 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 8 INCHES. Source: Va. DSWC Plate 3.16-1 TEMPORARY SEDIMENT BASIN MINIMUM STORAGE VOLUME AND SEDIMENT STORAGE Drainage Area = 42 acres 67 L' Y,/AC, DRY STORAGE = 75,978 cu. t. PROVIDED = 121,454 cu.R. 706.5' 100-yr=704.0' 702.5' Spillway 701.0 .. 8 DEWATERING ............. ... _-nFvrrF TEMPORARY DIVERSION DIKE SOURCE: VA. DSWC PLATE 3.09-1 100 -yr FLOOD OVERFLOW SPILLWAY - RUNOFF FOLLOWS EXISTINGSWALE_ AND ENTERS THE SAME STORMWA TER DRAINAGE EASEMENT AND DETENTION- FACILITIESAS BEFORE. ` _ 1-00-yr-OVe/f%W-- -- __ ------704,0'_------- PERMANENT SPILLWAY 50' 0' 50' GRAPHIC SCALE SOILS MAP - 111=400' �r ► IF -7-1 1 i ► 1 1 III40B I 1 ' V 328 58 / / 1 i 1 I � l I l 1 Y s. 5B SITE BB II / II %�T 1 � � / � 3 26 _rte, � 1 � y i SYMBOL E & S DEVICE QUANTITY CE CONSTRUCTION ENTRANCE EXISTINGPAVEMENT aSN =r.raF" 11.0 ac _ _ _ Lfi� \'.�. I♦-SY•STSI•Sl.SR. ,'(.SII t4.2 ac SF :r. 240 ft VDOT #1 POSITIVE DRAINAGE \ 10' MIR AGGREGATE BI TO SEDIMENT 6 each DD TRAPPING DEVICE 600 ft EXTENDCOURSE MUST FUI.L WDTH SEDIMENT BASIN 1 each OF INGRESS AND EGRESS PLAN VIEW SOIL NAME OPERATION 56 CARBO SILT LOAMS RE "- --' SECTION A -A SECTION B -B PIPE OUTLET CONDITIONS 3do (MIN.) L a 0x 'IPE OUTLET TO WELL WINED CHANNEL a SECTION A -A I I I-__4 FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERDIETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d - 1.6 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 8 INCHES. Source: Va. DSWC Plate 3.16-1 TEMPORARY SEDIMENT BASIN MINIMUM STORAGE VOLUME AND SEDIMENT STORAGE Drainage Area = 42 acres 67 L' Y,/AC, DRY STORAGE = 75,978 cu. t. PROVIDED = 121,454 cu.R. 706.5' 100-yr=704.0' 702.5' Spillway 701.0 .. 8 DEWATERING ............. ... _-nFvrrF TEMPORARY DIVERSION DIKE SOURCE: VA. DSWC PLATE 3.09-1 100 -yr FLOOD OVERFLOW SPILLWAY - RUNOFF FOLLOWS EXISTINGSWALE_ AND ENTERS THE SAME STORMWA TER DRAINAGE EASEMENT AND DETENTION- FACILITIESAS BEFORE. ` _ 1-00-yr-OVe/f%W-- -- __ ------704,0'_------- PERMANENT SPILLWAY 50' 0' 50' GRAPHIC SCALE SOILS MAP - 111=400' �r ► IF -7-1 1 i ► 1 1 III40B I 1 ' V 328 58 / / 1 i 1 I � l I l 1 Y s. 5B SITE BB II / II %�T 1 � � / � 3 26 _rte, � 1 � y i SYMBOL E & S DEVICE QUANTITY CE CONSTRUCTION ENTRANCE 1 each LCG LIMITS OF CLEARING & GRADING 11.0 ac PS PERMANENT SEEDING t4.2 ac SF WIRE SUPPORTED SILT FENCE 240 ft IP INLET PROTECTION 3 each OP OUTLET PROTECTION 6 each DD DIVERSION DIKE 600 ft SB SEDIMENT BASIN 1 each EX. 3 CODE SOIL NAME HYDROLOGIC GROUP 56 CARBO SILT LOAMS C 88 CHILHOWIE SILTY CLAY LOAMS C 328 OAKLET SILT LOAMS C 4OB TIMBER VILLE SILT LOAMS B OUTLET PROTECTION CULVERT DIA. LENGTH Q -10-YR Velocity WIDTH(A) LENGTH WIDTH(B) STONE 1 18" 40' 13.2 cfs 7.8 ft/s 4.5' 12' 13.5' 6" 2 18" 50' 14.3 cfs 8.3 ft/s 4.5' 14' 15.5' 6" EX. 3 2 15" 120' 25.5 cfs 10.4 ftlS 7.5' 16' 18.5' 6" 4 24" 280' 35.2 cfs 11.2 ft/s 6.0' 20' 22' 6" 5 15" 140' 10.9 cfs 8.5 cfs 4.0' 1 16' 1 20' 6" i - }�- - EXISTING COUNTY OF FREDERICK -'� PERMANENT DRAINA GE AND PONDING EASEMENT '600%' LI CGI rib On, ne✓nw <I ' UU-Q rn o� C p o N In Ln C O o^0 y� 0 C - Ovl fo M E CO i, C3 N o O Brm CU > Cr N Ln v ANN �orZv 0 caJ �s C7 ti 1 A �tiQG ) m �O ao y k y UJ J N<C� o\ U)) iN nti a J PCO Z 0 LU I<- Ce 0 DATE: Nov. 8, 2018 SCALE: 1" = 50' FILE NO. 0595 SHEET 7 OF 11 O715 -- - -- 715 ■ LQ ~ W C o o 0 Z CL 3 O ti U h I m p W 4 Z W� SIGHT STOPPING 7— ^i to e Z ° k i ~ I co N � j� 710 - ------ -- --- -- - - - — - -- -- - - -- - ----- - 710 O U3W N lro\ WZ� __..__.--- ----- CO U - _ SIGHT O C 27- w — — — — _ f6 E CG -1 1 ENTRANCE 705 "' i ,.. _ —_ _ 705 RPM C_ $ �• m N o 82' l S%OppING j K) (aj 18' @ 29 I 14'@2%I 50' ®290 1 tl 'S W L Si Qjcoo W -- _ - _ -- r 700 Ln - - - - -" 700-0 3 Entrance Profile - Route 661 W �; O N b N O c~il +�F O � O 2 �°o h 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 8+50 9+00 9+50 10+00 10+50 ul ti b o J V aj m N ; Z tL ? --' SIGHT DISTANCE PROFILE FOR PROPOSED ENTRANCE, ROUTE 661 - WELLTOWN ROAD - 45 MPH - 3 -LANE UNDIVIDED URBAN COLLECTOR , U�4x Q N lro\ W?� 565' SDR & 530' SDL SIGHT DISTANCE & 360' STOPPING DISTANCE REQ'D �V 715 715 ^ 27� SIGHT A SIGHT STOPPING cn Co d CG -1 1 ENTRANCE 51'710 STOPPING - - -- -- - 710 ,�QGS 06 �y O 7 - 1 .- - - - - --- - - -- ------ - - - - - ---- - -- - -- - - - - - -- r1 12' @ 2% 14'29 1 25' � 2% I -- -- _ - - - - - - = H � J o to '�, -- - -- - N o Entrance Profile - Route F-732 705W w 705 O � �WOj --..._.-_-_.--- — - -- ZZ W h 2 Q -U)W C� Cj 2 W CD 2 tiO�e4-2 UQ1 W 2100 VDOT Entrance Notes: 700W - _ o 700 � CZ, 1. The VDOT field inspector shall approve all forms prior to pouring curb and gutter at entrance. O O ry 0 O yZ� W W Q2'Z W o 2. The VOOT field inspector shall make the final decision on placement CG -12 ramps if he deems them necessary.i g z 3. The stop bar shall be thermoplastic. -- ----- - ----~ -- -- - ---- ----- -� - --- -------- _- ---e _ ------ __..._.__ o 4. The entrance shall be built to VDOTstandard CG -11 specifications, 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 5. Use VDOT detail WP -2 for tie-in to existing roadway pavement. Contact the VDOT inspector prior SIGHT DISTANCE PROFILE FOR PROPOSED ENTRANCE to paving to determine applicable WP -2 requirements. F-732 - MCGHEE RAD - 35 MPH - 2 LANE LOCAL STREET 390'INTERSEMONSIGHTDISTANCE &250'5 OPPINGDISTANCEREQ'D � Z 6. VDOT Erosion and Sediment Control Contractor Certification is required. � U CoC �..7 � W a- ` m LIMITS OF FULL DEPTH PAVEMENT �+ -- __ o Z a WIDENING ALONG F-732 SHALL BE ___ 5 0 DETERMINED BY EXCAVATION IN THE PRESENCE OFA VDOT INSPECTOR _ -- _ I AND MATCHING CORE SAMPLES I \FH ` - _ - -- -- Ln Ln REQUIRED PER WP -2 DETAIL so� 40' - \ 0. T ` - - _____ _—_� - ---- T _ _ - � -- T REQ'D ( _ POSTS ON BOTH SIDES OF ENTRANCE \� j "NO TRACTOR TRAILERS ALLOWED"24 / - - 24 _ - -- - - _ _ M FM ______` — — --- - FM =� -- -- --- _ — —.. — -- --- _ _- - -- -- _ _ r j O 4;1 TAPER + F� _-_— -- -- - --- _ 1 --- - - --- CG 11 `- -_-= - `'------ -- - ---.� - _ W -- - �� MODERA VOL TE ' VOLUME �'s. _ -- n "INSTALL 48 STONE SHOULDER ¢ O W o 1 1 N00 - -__.— _— -- — �g — - - - ENTRANCE --- - -- SIGN �� (TYPICAL) -- — --- --- ..... _ -- -- l -- -- -- a �I ° a 50' 1� j -I-� L41 TAPER ----.. _STOP -- _ _- _ W - GASi -GAS STOP BAR GP,. -- GL\S _ GA GAS -= 50` _ 1 140' , -R •,_ � ti I C - 50 w _ 1 CP _ 50VERIFY DEPTH OFANY UTILITY LINES " m ' LOWER IT IF NECESSARY /-'F- ---" .: F-0- _ F -a. `- F_. a - -- __ -- -_ o - ` - - -_ __ WELLTOWN ROAD HATCHED AREA DENOTES --- - -- — VARIABLE WIDTH -ROUTE 661 R. 0, W, - - 4500 AADT - --- - 45 MPH Q W F -o _ - LIMITS OF SURFACE �;z� o MILLING PER VDOT �- ~ Fig STANDARD WP -2 Nth WA NA NU 1AIJ WA N,.:1 .__ .. N,:l 6...= HATCHED AREA DENOTES s s s s s s r DATE: Nov. 8, 2018 o / LIMITS OF SURFACE V MILLING PERVDOT -- .._.__--- _"----_ - -- SCALE: 1" = 20' 20' o' 20' / �� / / / STANDARD WP -2 ---.__ - - M nb ---- a1 ---- -...__ M M �°, M M -- r, --- - M -�- M M r� __...._.... r;; FILE NO. 0595 Q � , 20 of 20 SHEET 8 OF 11 GRAPHIC SCALE / / GRAPHIC SCALE O S IL W a CO J _U LU > Z S 0 D. 0. 120 100 [EO m �.I DATA PROVIDED BY ITE TRIP GENERATION MANUAL AND VDOT ANNUAL AVERAGE DAILY TRAFFIC VOLUME ES77MATES RIGHT TURN ANALYSIS ROUTE 661 - WELLTOWN ROAD - URBAN COLLECTOR - 45 MPH POSTED ROUTE 861- MCGHEE ROAD - LOCAL STREET- 35 MPH POSTED PHV =AADTx11% RT 661 PHV = 4500x 11% = 495 F-732 PHV = 6700x11% = 737 BOTH ROADS 45 mph or LESS RT 661 (OFFICE ENTRANCE) PHV RIGHT TURNS= 5 F-732 (WAREHOUSE ENTRANCE) ADI. PHV RIGHT TURNS =21 FULL -WIDTH TURN LANE AND TAPER REQUIRED TAPER REQUIRED NO TURN LANES 20 OR TAPERS REQUIRED F-732 RT 661 100 200 300 400 500 600 700 PHV APPROACH TOTAL, VEHICLES PER HOUR LEFT TURN ANALYSIS PHV = AADT x ll % OPPOSING VOLUME RT 661 PHV = 4500 x 11 % = 495*0.5432 = 268 OPPOSING VOLUME F-732 PHV = 6700 x 11% = 787*0.5 = 394 BOTH ROADS 45 mph or LESS RT 661 (WELLTOWN) PHV LEFT TURNS = 8 F-732 (MCGHEE) PHV LEFT TURNS =8 LEFT TURN LANES SHALL BE CONSIDERED WITH LEFT TURN PHV IS >I00 CODE I ITE USE AREA 811 CONST EQUIP. RENTAL 11,000sf IN I OUT I TOTAL 1101 10 1 20 IN I OUT I TOTAL 7 1 15 1 22 ADT 210 ESTIMATED THAT 95% OF TRAFFIC WILL BE COMING TO/FROM ROUTE 11 AND SPLIT EVENLY BETWEEN THE TWO ENTRANCES ROUTE 661 - EST. PHV RIGHT TURNS - (IN) = 1, (OUT) = 8; EST PHV LEFT TURNS (IN) = 5, (OUT) = 1 FR -732 -EST PHVRIGHT TURNS - (IN) cr 5, (OUT) = 1; EST PHV LEFT TURNS (1111111, 1, (OUT)=8 F-732 McGhee Road Turn Lane Profile 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 861 Is 1200 vehicles per day (2010 AADT_034) with an posted speed limit of 35 mph and Route 661 (Welltown PIke) with 4400 vehicle per day. 2. The project Is located at the intersection of Route 861 and route 661 in Stonewall Industrial Park In Frederick County. 3. The work consists of installing a new moderate volume commercial entrance on each road. 4. The work zone will be approximately 100 feet In length for the entrance. 5. The work zone will consist of shoulder closures and temporary closure on the west bound shoulder of Route 861 and southbound shoulder of Route 661, 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 work day 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 SO' 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. with their responsibilities In accordance with VDOT's work zone traffic control training guidelines. 14. Contractor personnel assigned to the project must be trained in traffic control to a level commensurate Ig g f the work zone to ensure compliance specifications and standards. with contract documents and established 15. At a minimum, the Contractor shall perform dally reviews o p Typlcal 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 speclflc 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 E/2 mile In length. Section 2B.04 STOP Sign (1111-1) Standard: When a sign is used to indicate that traffic is always required to stop, a STOP (RI -1) sign (see Figure 2111-1) 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 (RI -3 or R14) shall be used to display a secondary legend. Such plaques (see Figure 2B-1) shall have a white legend and border on a red background. If the number I number of le s controlled b STOP signs. At intersections where all approaches are intersections three or more the numeral on the supplemental plaque, 1f used shall correspond to the Melva u of approach legs controlled by STOP signs at an pp p q p g Y g PP controlled by STOP signs (see Section 2B.0T), a supplemental plaque (R1-3 or R14) shall be mounted below each STOP sign.n. I may a used instead of the 4 -WAY 1-3 supplemental plaque. O tion:The ALL WAY Rl-4 supplemental plaque b u � ( ) PP P 9 Y (R ) PP P 9 Support:The design and application of Stop Beacons are described in Section 4K.05. All STOP signs must be 30''x30" in the Edinburg residency. Section 21111.06 STOP Sign Placement aIle at this required location and the sign visibility is restricted a Stop Ahead sin see Section 2C.29 shall be Standard: The STOP sign shall be installed on the right side of the approach to which it applies. When the STOP sign is installed equ o g ty p g ( ) optimizing its visibility to the road user it is intended to regulate. STOP signs and YIELD signs shall not be The STOP sign shall be located as close as tactical to the intersection it regulates, whileo b installed in advance of the STOP sign. ,P g LS' � g g g P 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 lines extending across approach lanes to indicate the point at which the stop is intended or required t 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 approach lanes to Indicate the point at which the yield is intended or required to be made. Stop lines should be 24 inches wide and white thermoplastic. a R - sign, traffic control signal, or some other traffic control device except YIELD signs. The individual triangles Guidance: Stop lines should be used to indicate the point behind which vehicles are required to stop, incompliance with STOP ( 1 1) gn, gn p gn g 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). Option: Yield lines may be used to indicate the point behind which vehicles are required to yield in compliance with a YIELD (RI -2) sign or a Yield Here to Pedestrians (RI -5 or RI -5a) sign. Guidance: If used, stop and yield lines should be placed a minimum of 1.2 To (4 ft) in advance of the nearest crosswalk line at controlled intersections, except for yield lines at roundabout intersections asprovided for in Section 3B.24 and at midblock crosswalks. in the absence of a marked crosswalk, the stop line or yield line should be placed at the desired stopping or yielding point, but should be placed no more than 9 in (30 ft) nor less than 1.2 m (4 ft) from the nearest edge of the intersecting traveled yield lin h ul a laced a -a nt i o the Yield Here to Pedestrians sign located 6.1 to 15 m 20 to way. Slop lines should be placed to allow sufficient sight distance to all other approaches to an intersection. If used at an unsignalized midblock crosswalk, y e d es s o d b p dl ce e d gn 50 111) in advance of the nearest crosswalk line, and parking should be prohibited in the area between the yield line and the crosswalk (see Figure 3B-15). Stop lines at midblock signalized locations should be placed at least 12 m (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. 2 q D NOTES: 1. iH5 (TEN NAY BE PNEC/ST AN CAST IN PLACE 2. CONCRETE TO BE CLASS A3 F CAST IN RACE. 4000 P51 F PRECAST, 3. COMBINATION CURB 6 CUTTER HAVING A RADIUS OF JIM FEET BE LESS ALONG FILE OF WRB1 SURE BE PALO FOR AS RMIK LOAmNAl10N LLRB 6 M WTTEP. 4. FOR (ISE wNH STABLCED SnEN. GRPCEO .A'. AYER THE BGTTM OF TME CVRB ND So TER e�jl� BE CONSTRUCTED PALM TO THE SLOPCOF- SUBBASE CODRSES n^p r0 NEI P' THE PAVEMENT. ]. THE CURB MAY BE USED WHEN DESIGN SCEEo IS 4o HPH aR LESS ON RURALHIAW 45 UPH OR LESS N DEVELOPED URBAN W SUEL I AREAS IF THESE OE51GN Y+EEDS ORE EXCEEDED STANDARD CL 7 IS REOwRED. • D • O • D e O >� > 2'-D' THE AREA Hoy BE CONCRETE AT LIE OPTIW OF THE CONTRACTOR COMBINATION 6" CURB & GUTTER OS 503 VIRGINIA DEPARTMENT OF TRANSPORTATION i4g NI -la Arll]OIS T„dral Traffie 47"' 4 .Sreaiwnnry• Opvrmi"n wl mShmdah (111're TTC-4.1) S V<YI Standard 1 Hnr Inn ! 1 Orear 4 1 N 3 advi nn all JW h M1 h 'In x dl.r wlaer M , g L g' b 'IJ of mldwa. LI r 1 a Ap Ir lµ asaemblNs ou oth sides a h ry s M T SHO HR V O IC 1 (l. F 3 A JA 5 AIiF,AU 2 3 A .H 3111 LU R C f 0 FD AFTE U 21 IA RIC IT SIR9L LDF.R O A 1 ) (. days In rilloi aU�b9r W RI I, one sM1 kl I. Ldth dowel }o themtlnnsletx than, days In aY alto= ig a,ee NIP, III i1 bsrequired on the of b where the asst Ads, Is being Closed a a AI6YI13nRIUl MERE (f;UtiLU(N21A R):Ig .Wars be Mooed to lh,t as r.'i 1 5 ha l d f OG LJ Ir ' ! � 11 r � d � rf R iP e R 'yrs r 5!f 5' 1'1-tlGJ . U d C nr L. M. u f30 rp V<m it 1,45 TARE M % Ou len. A IT, ears, 'U ", 11. Aw n F n a n divests Tom I. .a a=le ; < 4. 1 Mali I(1 L11 o a + afe�-M 't Id 'n Med. Sea Idmd S. Vehicle hazard warning flowela ,hull not be Lead Instead or (he vehislr'S highIntensityamMr relating, ON AMR. lvl- oscillating llghLa. Vehicle hazard Seam Ing Berets can he mea in supperyint MENU. ONOMI,.. be, roUsim, nmh I.,, TRU Ixlll'e(InN: li,o, 6. Ta er easiest Q)and beat the following: z Location � --T-- 9 Lana WlemlFNl) ,0 it 12 25 ]V 96 as 1 105 1 :50 Its 1 125 IW leD 35 ell AS 2W Jr �� ~ Uti o3N W I mR O LL cq h4D so Lot Z` Q :Z is � U) N ^7 of \ U W SSD IWj CEO 6f 640 r 270 270 -�- tl5 5E5 BID !I] Ilia TJ nt0 00 80' I 12' @ 27a 12' @ 27 12' © 29 12" OF 21B LIE 6 REWREO TO FROVOE POINTY£ pLNNAM ACROSS THE ENTRANCE. D 2'-6'(CG-6) F-732 McGhee Road Turn Lane Profile 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 861 Is 1200 vehicles per day (2010 AADT_034) with an posted speed limit of 35 mph and Route 661 (Welltown PIke) with 4400 vehicle per day. 2. The project Is located at the intersection of Route 861 and route 661 in Stonewall Industrial Park In Frederick County. 3. The work consists of installing a new moderate volume commercial entrance on each road. 4. The work zone will be approximately 100 feet In length for the entrance. 5. The work zone will consist of shoulder closures and temporary closure on the west bound shoulder of Route 861 and southbound shoulder of Route 661, 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 work day 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 SO' 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. with their responsibilities In accordance with VDOT's work zone traffic control training guidelines. 14. Contractor personnel assigned to the project must be trained in traffic control to a level commensurate Ig g f the work zone to ensure compliance specifications and standards. with contract documents and established 15. At a minimum, the Contractor shall perform dally reviews o p Typlcal 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 speclflc 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 E/2 mile In length. Section 2B.04 STOP Sign (1111-1) Standard: When a sign is used to indicate that traffic is always required to stop, a STOP (RI -1) sign (see Figure 2111-1) 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 (RI -3 or R14) shall be used to display a secondary legend. Such plaques (see Figure 2B-1) shall have a white legend and border on a red background. If the number I number of le s controlled b STOP signs. At intersections where all approaches are intersections three or more the numeral on the supplemental plaque, 1f used shall correspond to the Melva u of approach legs controlled by STOP signs at an pp p q p g Y g PP controlled by STOP signs (see Section 2B.0T), a supplemental plaque (R1-3 or R14) shall be mounted below each STOP sign.n. I may a used instead of the 4 -WAY 1-3 supplemental plaque. O tion:The ALL WAY Rl-4 supplemental plaque b u � ( ) PP P 9 Y (R ) PP P 9 Support:The design and application of Stop Beacons are described in Section 4K.05. All STOP signs must be 30''x30" in the Edinburg residency. Section 21111.06 STOP Sign Placement aIle at this required location and the sign visibility is restricted a Stop Ahead sin see Section 2C.29 shall be Standard: The STOP sign shall be installed on the right side of the approach to which it applies. When the STOP sign is installed equ o g ty p g ( ) optimizing its visibility to the road user it is intended to regulate. STOP signs and YIELD signs shall not be The STOP sign shall be located as close as tactical to the intersection it regulates, whileo b installed in advance of the STOP sign. ,P g LS' � g g g P 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 lines extending across approach lanes to indicate the point at which the stop is intended or required t 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 approach lanes to Indicate the point at which the yield is intended or required to be made. Stop lines should be 24 inches wide and white thermoplastic. a R - sign, traffic control signal, or some other traffic control device except YIELD signs. The individual triangles Guidance: Stop lines should be used to indicate the point behind which vehicles are required to stop, incompliance with STOP ( 1 1) gn, gn p gn g 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). Option: Yield lines may be used to indicate the point behind which vehicles are required to yield in compliance with a YIELD (RI -2) sign or a Yield Here to Pedestrians (RI -5 or RI -5a) sign. Guidance: If used, stop and yield lines should be placed a minimum of 1.2 To (4 ft) in advance of the nearest crosswalk line at controlled intersections, except for yield lines at roundabout intersections asprovided for in Section 3B.24 and at midblock crosswalks. in the absence of a marked crosswalk, the stop line or yield line should be placed at the desired stopping or yielding point, but should be placed no more than 9 in (30 ft) nor less than 1.2 m (4 ft) from the nearest edge of the intersecting traveled yield lin h ul a laced a -a nt i o the Yield Here to Pedestrians sign located 6.1 to 15 m 20 to way. Slop lines should be placed to allow sufficient sight distance to all other approaches to an intersection. If used at an unsignalized midblock crosswalk, y e d es s o d b p dl ce e d gn 50 111) in advance of the nearest crosswalk line, and parking should be prohibited in the area between the yield line and the crosswalk (see Figure 3B-15). Stop lines at midblock signalized locations should be placed at least 12 m (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. 2 q D NOTES: 1. iH5 (TEN NAY BE PNEC/ST AN CAST IN PLACE 2. CONCRETE TO BE CLASS A3 F CAST IN RACE. 4000 P51 F PRECAST, 3. COMBINATION CURB 6 CUTTER HAVING A RADIUS OF JIM FEET BE LESS ALONG FILE OF WRB1 SURE BE PALO FOR AS RMIK LOAmNAl10N LLRB 6 M WTTEP. 4. FOR (ISE wNH STABLCED SnEN. GRPCEO .A'. AYER THE BGTTM OF TME CVRB ND So TER e�jl� BE CONSTRUCTED PALM TO THE SLOPCOF- SUBBASE CODRSES n^p r0 NEI P' THE PAVEMENT. ]. THE CURB MAY BE USED WHEN DESIGN SCEEo IS 4o HPH aR LESS ON RURALHIAW 45 UPH OR LESS N DEVELOPED URBAN W SUEL I AREAS IF THESE OE51GN Y+EEDS ORE EXCEEDED STANDARD CL 7 IS REOwRED. • D • O • D e O >� > 2'-D' THE AREA Hoy BE CONCRETE AT LIE OPTIW OF THE CONTRACTOR COMBINATION 6" CURB & GUTTER OS 503 VIRGINIA DEPARTMENT OF TRANSPORTATION i4g NI -la Arll]OIS T„dral Traffie 47"' 4 .Sreaiwnnry• Opvrmi"n wl mShmdah (111're TTC-4.1) S V<YI Standard 1 Hnr Inn ! 1 Orear 4 1 N 3 advi nn all JW h M1 h 'In x dl.r wlaer M , g L g' b 'IJ of mldwa. LI r 1 a Ap Ir lµ asaemblNs ou oth sides a h ry s M T SHO HR V O IC 1 (l. F 3 A JA 5 AIiF,AU 2 3 A .H 3111 LU R C f 0 FD AFTE U 21 IA RIC IT SIR9L LDF.R O A 1 ) (. days In rilloi aU�b9r W RI I, one sM1 kl I. Ldth dowel }o themtlnnsletx than, days In aY alto= ig a,ee NIP, III i1 bsrequired on the of b where the asst Ads, Is being Closed a a AI6YI13nRIUl MERE (f;UtiLU(N21A R):Ig .Wars be Mooed to lh,t as r.'i 1 5 ha l d f OG LJ Ir ' ! � 11 r � d � rf R iP e R 'yrs r 5!f 5' 1'1-tlGJ . U d C nr L. M. u f30 rp V<m it 1,45 TARE M % Ou len. A IT, ears, 'U ", 11. Aw n F n a n divests Tom I. .a a=le ; < 4. 1 Mali I(1 L11 o a + afe�-M 't Id 'n Med. Sea Idmd S. Vehicle hazard warning flowela ,hull not be Lead Instead or (he vehislr'S highIntensityamMr relating, ON AMR. lvl- oscillating llghLa. Vehicle hazard Seam Ing Berets can he mea in supperyint MENU. ONOMI,.. be, roUsim, nmh I.,, TRU Ixlll'e(InN: li,o, 6. Ta er easiest Q)and beat the following: Channelzing TARITLeNTIN E) Location SIAWNILIYII I.P.) --T-- 9 Lana WlemlFNl) ,0 it 12 25 ]V 96 as 1 105 1 :50 Its 1 125 IW leD 35 ell AS 2W On 270 225 P45 295 320 a5 405 450 cq h4D so aw soe 5sD Boll 51 ADS SSD IWj CEO 6f 640 600 WO 1 120 tl5 5E5 BID !I] Ilia TJ nt0 00 70 MD pn nr, (Ain d M . baccile, I- ah r loena 0%�%' 0 SLOPE [NW14L ® _ _ D r, A Channelzing OAHISW SpacNng Location SiTead Lima 1m h) P -W 0-d6 W. I. 'MFM Uff➢ N CONJUM TION WITH STANDARD CCI Tmnxilian Spacing n 40' ravBlway STz.., W' tlP 1 Cnnnm c=on A¢nnv- Rn' 120 ' SpORO may be Icrcasca to IND distance, CW sball oot mossad elo aCIX9a net L mita, On mamvays mm µoven ,Tetuan. =Mui=µ R 'dors or a rex or more, chann¢Il21nµ devices AmII be BYRD to close the shoulder in fid Ve me Of the Training toper t0 thwart NARY. romviar haR'c to aaThen trw ale0 NARY. 7 the lure p 1I h ll b .... l In r.bl"HS r, Page 4x6 Fee the oes ed xf:crd llmd. N .A truck T JV t POIA) A Meed No the ,INd.w A,hII no LIInited Agee( n ) II M h hn. nA m rW..WI "Nor, than mint x eA Ile t r Axl b - Ir r Mer LDnn i. I IL fit 14 P PL 4 kr ' 1 's. A side n'i,h a Juruann •, the lU.m 60 rvitbin T uPe L 9. Wien a slat road In(erse<H lM1Is hlgm,Ne deal. the temPrrarY tnm< wntrnl zone addlRlonal (am' ealeiN ar.ire„nau he DIRE''= n, =erne=. e normo., -YJ.vn THE BOTTOM CF THE CURB AND CUTTER MAY BE cons TRCCTED PARAELEL TO THE BLOOD OF SHWASE CULDES PROVIDE) A MNMJM DEPTH OF 7" S M.NTNI£C. R1-1 N -r ac. a TC' Tc!"__. -rO 26-4 Stop Sign al -If STOP signs are Intended for use where n.1fl. is required to scop. The Sbackground, Sign shall be an octagon with who, message and border on a red ground, The standard size shall be 30 x 30 inch=. Where greater emphasis at visibilin' is required, a larger size is recommended. A: c mvluwa� Smp "N'tectE, " - 'S-A 'Em"I'memm.. plate AAI -31 should be mov=ed im! Seiow earn STOP eie.. !f the numbcr of approach legs to the intersection is three s more the numeral on the .upplcmertary plate shali:o:respond to the acetal number of legs. or the legend ALL -WAY IAI-4) may be used. The supplemenrse, plate shall base 'this, letters on a ed be,k,DL,,- and Shall have a standard =D,c of 1'- x 6 inches (11I or IS x 6 inches fel-1;. A STOP sign. Seazon or beacons ma, be ose' '.r :..junction with a STOP sig, c described in Median 431 Secondary messages shall not be Boal on STOP sign faces, ROADSIDE SIGN RURAL DISTRICT �7 4" OF 3500 PSI CONCRETE W/ A "STREET APPROACH SAME ARFACNO IRIgUS TO BE ASAS GENERAL NOTES MMNUW ROADWAY RYE NOTE ]I SHOWN ON P1N151 I. 'MFM Uff➢ N CONJUM TION WITH STANDARD CCI HMAU6 TO BE AS f SHOWN ONPLMe, M CC -T TIE CURB FACE LW THIS STANDARD IS TO RE WIATED l0 WATCH THE 1gVMi.WLE )LRB CG -2 OR CG -5 l coWICIJRAYwx. 1 2. SEE STANDARD CO -12 FOR CURB RAMP DEAOI TO SE D SIDEWKK USED WITH THIS STANDARD. - _5XMALK SIDEWALK SECTION NOTE 51 CpiILfJ/L UNPAVED SPACE _-- ROW LRE ]. MAROE PAVEMENT SHALL BE CONSTRUCTED THE E R,W LM'EXCEPT ANY SUBGRADE STAHEIIATKAY Ox REIXIiEO FOR YMKN PAVEMENT C. CAN BE OMTrED N THE ENTRWICE.I JOINT"A "I `OB A. 1 . CUR. OR cD.I x CARR AW, (UITER NOTE: (YOM Ta- 2' O" M AS W YNANE ROADWAY SMALL HOT BE PLACCONSNUCTED REYWD THE WW LNE E%CEPL FOR RFRAC[[HL RFPDSES. Snows. ON TYPICAL SECTIO, A PLAN VIEW ENTRANCE NOTES S. WHEN THE ENTRWME RMR cM ' MCdYCOATE THE TW PEA) W.'s OF ANTICIPATEDKAY' 1RIICK W M ROAOWAY BOOK TRIFID 11E DEPTH i0R SDEWNH 4 CUR RWPS wITNN RIE UNT S OF i1E RADR SIOLLD K 10'PMASCLIS CHIVE IE TIONcE ONE. INCRFACO TO 7'. (SEE CG -I51 ECCE W PAVEMENT OR OPTpNII ROW LNE 0%�%' 0 SLOPE [NW14L ® _ _ D D. RNR ME TO 1NDILATE WNEN Cpr51RUOLOH CE A ROW 4IALNE ROADWAY _ NOTE 7) LIE 6 REWREO TO FROVOE POINTY£ pLNNAM ACROSS THE ENTRANCE. D 7. TIE DESIRASHE .YD Woo. EN PAVCE GTLOE OIWAiS DV THE 0 TA°BIARREE. TLLJ LLIES ARE WABLiE E TO STET CONNECTIONS.s. flysN. CpNERpAL [NiflNCE INTERSECTION NOTES I, WwN cc."I9 USED FOR STREET Cp CT TIE OINK,OTPOLICOM BEKEAPPLICABLEREpnh1ENT5 ® CgSiMDi )RIDE CNARCE9 I. A PAR08JLIC NERVE. YMc SECTION - A sear, DREi"A'CROAD 5i0P11° tIN ncp A ANO NALA: IEMiEL"xrp°Ws 9. OPTIONAL FLOWLK MY ff R WARPING OF A PORigN CUTTERTTER ill PNOV9E F09.VE WMVOE KNOSS THE MERSECTON. R ALLOWABLE ENTRANCE GRADE CHANGES �(p!f CAss ExraIN-£ vMU7E D" ( N IRE' .- -"Ill C • SSI b.e. i.,. . pE51RA8LE 4AYYLM ` NGN MOTE THAN 1500 VPD O% 51 IEpW 500-UOO VPo SS% 6S 1 SECTION C -C I IS. I ms$ THAN two MPO sax ex ORALE NOTE: ALLOWABLE ACE TALE ND�r MLOWABLE ill STREET TO STRUT CTL METHOD OF TREATMENT ROAD WO BROf.E STND,ENSNECTION =rE FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISCN DATE SIELT 1 BF VIRGm1A KPMT4 T W iRN1 MTATON 30J OA F,yeclL :;v 1t-12 StatinnanY Operation nn a Slmaldcr (riq"¢ TTC'-4.n SEE NO -E 1 czaz v1 fiX 'AeW- 1 Rrv.,rb SHADJW VEHIG.E ftE NEO . TMA HEDUIHEMRNi SEE NOTE B ILLUOHARRERJ(C FUTON CI 1NG AMBE 111EII oxnoDE) B C SSE NOTE ] SLE NOT E O CHAIN EUZING DEVICES SPACING FFF:NOTF6 SEE TOTE 2 W '. R SEE NOTE, SEE NOTE 2 M'.4ER SEE NOTE 2 • '< wzal 2" OFSM-9.5A 3" OFBM-250 8"OF21-B COMPACTED TO 95% DENSITY \/ SUBGRADE FREE OF ORGANICS & COMPACTED TO 100% DENSITY PRELIMINARY HEAVY PAVEMENT SECTION FOR VDOT ENTRANCE PAVEMENT DESIGN IS BASED ON A CBR VALUE OF 6 WHICHIS TYPICAL FOR FREDERICK COUNTY. THE VOOT FIELD INSPECTOR MAY REQUIRE THE ''FLEXIBLE PAVEMENT DESIGN WORKSHEET" PER THE '2000 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 INSPECTIOT PPROVAL OF VDOT FIELD INSPECTOR. 8" OF 30-D COMPACTED TO 95% DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 100% DENSITY GRAVEL STORAGE YARD SECTION 2" OF SM -9.54 6" OF21-B COMPACTED TO 95% DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 100% DENSITY TYPICAL LIGHT PAVEMENT SECTION UNDER PARKING STALLS ONLY TACK COAT TIE PROPOSED LONSTRI;CTgN JOINT = %SrTG--PNKT LAYERS - PROPOSED 45PN&I LAYERS EXISTING S.., REWOSEO SVRBASE COWAGTEO WECRADE r CONSTRUCTION JOINT DETAIL III E%STWC ASPHN.T LAYERS i0 ExSTNC SAMASE Able WITH PROPOSED ASPHALT WICE,aIq LAYERS ® ® PRO'OSED MNLN ,J1 KH TRICK AWHALT SURFACE COURSE (SEE NOTE 5) a MNMUM 12 N]IES OR GREATER AS NECESSARY TO ALAN THE FIAL THICKNESS OW E%IS,N'G ASFNALT LAYERS AS RIEH. Is CptES DRE NOTE 31 NOTES: 1. ASPHALT PAVE WCEMIL SHALL HAVE A PAYEMENi SIrA1 N ACCORDANCE WEN UH Y PR ES AND BE O O BY THE ENCA'EER, LENT OE ACCO AYC I CURRENT UOi OCEIXN MPR VE 2. THE PAVEMENT DESCH FOR AWNAT PAVEMENT W TRNG SHALL FEET OR EXCEED THE DEPTH$ AND TYPE$ CF THE LAYERS OF EYSTNC PAVEMENT. $Vd$VRrKE To ACE OF TE Ex61NG A40 P.iCPJ5E0 PAVfKNi SHALL NE .V/)[oEflESSEO IN THE PAYEYENL DESIGN. ] AArni EN OF TLAYEHS.Ei $E CORALLIES SBE HOLL BE SPPSD YK ND MCENTER OF 5THE EEET IA 7RAYEL LANE TO DE7ERMNE TIE TYPE AND THICHREM 0° E%ISTr1C FAVEA. THE ADJACENT TRAVEL LAK SWLL BE MILLED A LW W DEPTH OF I I/r INCHES AND REPLACED WITH AN ASPH4T STREACE CWRSE TO MATCH THE F"OPOSEV PAVfIT was H o SAFALE LCHRES UNI WAVED DY iK ENBMER. 5. TRE ENCINEER MAY REQUIRE THE WORB DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED -0 ACHEVE AN ACCEPTABLE PAVEMENT can=e -AWE AND EFFEe"BE MONACO, DRANALL B. EXISTING PAVEMENT MARNNG$ AL MARKERS WITHAL THE A OJECT LIMITS SHALL DE RESTORED ABJECT TO THE APPROVAL K THE ENGINEER. 7. FINAL TRANSVFASE PAVEMENT TIF -IN SMALL CONFORM TO THE REQUIREMENTS M SECTION ]IS DN<I OF THE SPECIFICATIONS EYCEPT THAT WL Urania AT TIC'IN LOCRIONS SHALL BE TESTED USNG W Poor STRNQITEDGE W ACCORDANCE WITH THE REOVMEMENTS BE SECTION ]I5.0](al OF iNa S MorICAT.ONE. RLl,mu DATE AINi12115 TnUice)Traffc Cnnlrnl Lend CloarI mr Y Tiro -Lend Roash oy Ling 17"ns,' (Frvure TTC-23.11, r.c. NOTES u Drs e - 1. DO'!n N, b 3 µ h0!Y r ,al nn4h IOD, dSNPA h rt'r M 45 . !. .. 1 c I GK f 1 rM1 M fIX N A..! !A .AlII Ynd,Jcr f ! nl !o h !h. ( Tdle E.Y b ff n rs A, nlH F.•n • 0,tinn l 11 Dahill! 4'm ore -c ennfin s <nr Tem' f49' YR'i , 16.sle- b SfanJRM�� only r1 4, pla,givN KNltol ul all be hHeisd ArsomInt' in adeemes sf Me W'urk rf.,c a pnmll approach(., o-anm, I- da e r o e < s sle m,to before tesla the last r<too nllat,ii,,on, trea t,(see dcpa"l., triple loretahe Id, Innes 10 r<[mv 10 Me right lues Mfm'e N¢Ding nPlroalnN trunk (att Table DlfJo P N 6II ') A. An Il.gµn i1eill 1 Eite cerlifled onel these (hal 1f Ion sent in their 'NO'e-too when peNormleg 11 I R dlnin(sm Stcdon 6FUOI,QeAIb1A&I for Flaggns) 6, 4no, IDION,Keall he based dq'MeP flid,preQend the in. in Table 611114,ry Pepe GH4U' 7. A sL dow eehictc with it New one high I havi a ini Treating, flooding, or' mrtuatlug fight ailtll Negation! 81' in eJvane<nf the Gal wmk crew, Orli n l cien t ID Pg yh 9 a r to P) M1 _ 1drLq Nth , PpalirapM1<RJ by 1 I11 I ' - I 1 he Il.wee,Hal- 'u.dl all (r lu De. 117PR P DD TO S>2>P (14,34) wS/ !, "I id it 5 ibi eNHI l, y Y I H.p vJeifti1 IJ! ! y r e J IJ NT[. A ANo nLrwvRµ "elr ,n a op"oe" I Yar,a.nnn 4 .xl rf ra .xrf evA.red L nr P . ,nlrin%nn. ,l. lane cinmrc nine,.,and rlrng 'rg.n, air, .np, III l rT:arpp' 1.1.7•o cnrmol-mo-1,> dA. mrd,/c A "nmknYr .,r 1 n,,nHH-df Is,... TIE -.6f lir. l.l,mnvf (b-..-n.lerewiry+l. tiondend u IL At.1N h L n. LL'Lr vlatinnevhall be iO mbet.l, e,,Y,4 In YHOe-is, true Section NEAR). C"IN. n (Y m ma5 nhe the "Ned when i NET FIND, vN1iGis e ator Or TUNIR, he mall made 1v oid1b i, S1 1Lr3_vlEx. 1: R..nHo 1-rl •tN5 PAVEMENT WIDENING VFC DEPART,ENT OF TRNMSPORTATICN Ai),12015 e6.53 Line Cloaum on R TWR-ra... Re ad,vay ETNing Flaggers (Flli re'I'TG23.1) -T I v, w rwr - S0 sfv aTara)ye 56: i }{IIS ` - V 'O A NOILtl1f BRE.OV'li_ p T '0' ,W O O SEENOTE 4 1 N So 41" 9 91 VEI IICLC REWIRED M SEE MGM4 000 Mc -eon se FU.GGERSTATON �. SHE ENOTE 2 r } SEE 1 NOTE 1N. -- v- WIDE EE i DTE I 4v 'T 11 NO ® =1 p3 SEE rroTEs , E Pr.TSNRTABLE __ ��- RUMBLURARV � ON, NT 8 ' RI:MFSIE STRIPS .AMUS - E AIWA, - NOTE 14 SEENOTE AL) ////y S E (oPnow.0 - NOTE, `RaA9'''. 112o -K DEC Awu - NOTE1 YPGn 1: ar.;rm l -st=ets On oLC 1T C p o u o v co `^ O o 0 _0 C t0 Cn M Ei C v >M N o Oc ¢ @ Ta ru ru ti V) -00 C4 fp p C J 3 FjAti.I- m �O o 7C" V14, LD N PCO z 0 Ln Lu Lu a 0 DATE: Nov.8I 2018 SCALE: 1" = 30' FILE NO. 0595 SHEET 9 OF 11 4" OF 3500 PSI CONCRETE W/ 'G NATURAL SAND 4'! OF 21-B COMPACTED TO 95% DENSITY \/ SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL SIDEWALK SECTION 2" OF SM -9.54 6" OF21-B COMPACTED TO 95% DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 100% DENSITY TYPICAL LIGHT PAVEMENT SECTION UNDER PARKING STALLS ONLY TACK COAT TIE PROPOSED LONSTRI;CTgN JOINT = %SrTG--PNKT LAYERS - PROPOSED 45PN&I LAYERS EXISTING S.., REWOSEO SVRBASE COWAGTEO WECRADE r CONSTRUCTION JOINT DETAIL III E%STWC ASPHN.T LAYERS i0 ExSTNC SAMASE Able WITH PROPOSED ASPHALT WICE,aIq LAYERS ® ® PRO'OSED MNLN ,J1 KH TRICK AWHALT SURFACE COURSE (SEE NOTE 5) a MNMUM 12 N]IES OR GREATER AS NECESSARY TO ALAN THE FIAL THICKNESS OW E%IS,N'G ASFNALT LAYERS AS RIEH. Is CptES DRE NOTE 31 NOTES: 1. ASPHALT PAVE WCEMIL SHALL HAVE A PAYEMENi SIrA1 N ACCORDANCE WEN UH Y PR ES AND BE O O BY THE ENCA'EER, LENT OE ACCO AYC I CURRENT UOi OCEIXN MPR VE 2. THE PAVEMENT DESCH FOR AWNAT PAVEMENT W TRNG SHALL FEET OR EXCEED THE DEPTH$ AND TYPE$ CF THE LAYERS OF EYSTNC PAVEMENT. $Vd$VRrKE To ACE OF TE Ex61NG A40 P.iCPJ5E0 PAVfKNi SHALL NE .V/)[oEflESSEO IN THE PAYEYENL DESIGN. ] AArni EN OF TLAYEHS.Ei $E CORALLIES SBE HOLL BE SPPSD YK ND MCENTER OF 5THE EEET IA 7RAYEL LANE TO DE7ERMNE TIE TYPE AND THICHREM 0° E%ISTr1C FAVEA. THE ADJACENT TRAVEL LAK SWLL BE MILLED A LW W DEPTH OF I I/r INCHES AND REPLACED WITH AN ASPH4T STREACE CWRSE TO MATCH THE F"OPOSEV PAVfIT was H o SAFALE LCHRES UNI WAVED DY iK ENBMER. 5. TRE ENCINEER MAY REQUIRE THE WORB DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED -0 ACHEVE AN ACCEPTABLE PAVEMENT can=e -AWE AND EFFEe"BE MONACO, DRANALL B. EXISTING PAVEMENT MARNNG$ AL MARKERS WITHAL THE A OJECT LIMITS SHALL DE RESTORED ABJECT TO THE APPROVAL K THE ENGINEER. 7. FINAL TRANSVFASE PAVEMENT TIF -IN SMALL CONFORM TO THE REQUIREMENTS M SECTION ]IS DN<I OF THE SPECIFICATIONS EYCEPT THAT WL Urania AT TIC'IN LOCRIONS SHALL BE TESTED USNG W Poor STRNQITEDGE W ACCORDANCE WITH THE REOVMEMENTS BE SECTION ]I5.0](al OF iNa S MorICAT.ONE. RLl,mu DATE AINi12115 TnUice)Traffc Cnnlrnl Lend CloarI mr Y Tiro -Lend Roash oy Ling 17"ns,' (Frvure TTC-23.11, r.c. NOTES u Drs e - 1. DO'!n N, b 3 µ h0!Y r ,al nn4h IOD, dSNPA h rt'r M 45 . !. .. 1 c I GK f 1 rM1 M fIX N A..! !A .AlII Ynd,Jcr f ! nl !o h !h. ( Tdle E.Y b ff n rs A, nlH F.•n • 0,tinn l 11 Dahill! 4'm ore -c ennfin s <nr Tem' f49' YR'i , 16.sle- b SfanJRM�� only r1 4, pla,givN KNltol ul all be hHeisd ArsomInt' in adeemes sf Me W'urk rf.,c a pnmll approach(., o-anm, I- da e r o e < s sle m,to before tesla the last r<too nllat,ii,,on, trea t,(see dcpa"l., triple loretahe Id, Innes 10 r<[mv 10 Me right lues Mfm'e N¢Ding nPlroalnN trunk (att Table DlfJo P N 6II ') A. An Il.gµn i1eill 1 Eite cerlifled onel these (hal 1f Ion sent in their 'NO'e-too when peNormleg 11 I R dlnin(sm Stcdon 6FUOI,QeAIb1A&I for Flaggns) 6, 4no, IDION,Keall he based dq'MeP flid,preQend the in. in Table 611114,ry Pepe GH4U' 7. A sL dow eehictc with it New one high I havi a ini Treating, flooding, or' mrtuatlug fight ailtll Negation! 81' in eJvane<nf the Gal wmk crew, Orli n l cien t ID Pg yh 9 a r to P) M1 _ 1drLq Nth , PpalirapM1<RJ by 1 I11 I ' - I 1 he Il.wee,Hal- 'u.dl all (r lu De. 117PR P DD TO S>2>P (14,34) wS/ !, "I id it 5 ibi eNHI l, y Y I H.p vJeifti1 IJ! ! y r e J IJ NT[. A ANo nLrwvRµ "elr ,n a op"oe" I Yar,a.nnn 4 .xl rf ra .xrf evA.red L nr P . ,nlrin%nn. ,l. lane cinmrc nine,.,and rlrng 'rg.n, air, .np, III l rT:arpp' 1.1.7•o cnrmol-mo-1,> dA. mrd,/c A "nmknYr .,r 1 n,,nHH-df Is,... TIE -.6f lir. l.l,mnvf (b-..-n.lerewiry+l. tiondend u IL At.1N h L n. LL'Lr vlatinnevhall be iO mbet.l, e,,Y,4 In YHOe-is, true Section NEAR). C"IN. n (Y m ma5 nhe the "Ned when i NET FIND, vN1iGis e ator Or TUNIR, he mall made 1v oid1b i, S1 1Lr3_vlEx. 1: R..nHo 1-rl •tN5 PAVEMENT WIDENING VFC DEPART,ENT OF TRNMSPORTATICN Ai),12015 e6.53 Line Cloaum on R TWR-ra... Re ad,vay ETNing Flaggers (Flli re'I'TG23.1) -T I v, w rwr - S0 sfv aTara)ye 56: i }{IIS ` - V 'O A NOILtl1f BRE.OV'li_ p T '0' ,W O O SEENOTE 4 1 N So 41" 9 91 VEI IICLC REWIRED M SEE MGM4 000 Mc -eon se FU.GGERSTATON �. SHE ENOTE 2 r } SEE 1 NOTE 1N. -- v- WIDE EE i DTE I 4v 'T 11 NO ® =1 p3 SEE rroTEs , E Pr.TSNRTABLE __ ��- RUMBLURARV � ON, NT 8 ' RI:MFSIE STRIPS .AMUS - E AIWA, - NOTE 14 SEENOTE AL) ////y S E (oPnow.0 - NOTE, `RaA9'''. 112o -K DEC Awu - NOTE1 YPGn 1: ar.;rm l -st=ets On oLC 1T C p o u o v co `^ O o 0 _0 C t0 Cn M Ei C v >M N o Oc ¢ @ Ta ru ru ti V) -00 C4 fp p C J 3 FjAti.I- m �O o 7C" V14, LD N PCO z 0 Ln Lu Lu a 0 DATE: Nov.8I 2018 SCALE: 1" = 30' FILE NO. 0595 SHEET 9 OF 11 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. TREAT WITH WATER SEALANT. TYPICAL 36" TALL PICKETS INSTALLED ON 4"X4'X5' TREATED POSTS SET 24" DEEP. h OPTIONAL HEADLIGHT SCREENING FENCE IN PLACE ---- OF - - OF (49) 36" SHRUBS N. T.S. Prune out any dead or broken branches, remove all tags, labels, shblgs. wines, etc. rmm plan. 2-J" mulch Prune codominant Saucer Set top of root ball J equal to or 1-2' Prune rubbing or liA _ above gmde. class bonchas :,•(, Requirement Remove container, use Parking Stalls .z; Yt.`: r- sharp blade to make 1 per 1,000 sf 100,000/1000 = 50 Impervious Area > 100, 000 sf lour 1/e"-1" cuts the 171, 378/5000 = 34 g't�'•;': :i`4":: bnyyfh or ban and cat a Green Area in Lot 596of 10, 000 = 500 sf 1 587 sf = 5.8% provided 1/f" X on bottom of Kousa Dogwood Cornus Kousa 2" Caliper boll; loosen compacted 62 • Sycamore roots' Remove tags and labels—? - CONTAINER GROWN SHRUB RB Redbud Cerds Canadensis 1 " Caliper Pruns out any dead Cut away all boiling ropes or broken branches. Remova top of wire basket �- Remora all Cage, labels, Q slangs, wines, etc. from plant. � 2-J- mulch Saucer Set top of mot boll equal to or I-2" Z �^ above grade. . . U) Widen and s hales in.wall _ ve rope R burlap mot ball. Dig hale 2-J trues w,drh of root hurl _'If. BALL & BURLAP SHRUB SHRUB PLANTING DETAIL (NOT TO SCALE) DO NOF prune terminal leoder or branch tips Prune narrow crotch angles k water spouts -Prune broken branches Prune suckers 2"-3" mulch kept /away from trunk Soil well to r-cantain water t backll, o settle Area for water Rome coalo end cut ♦s drainage (Pipe circbng roob ff ar the could cmtm'ner-gram, or as be installed) word, barlop os posab4 ff Leave solid soil pedestal - do not rAsV-grown dig deeper than ball depth 1 Dig hole 2-3 times root ball width TREE PLANTING DETAIL (NOT TO SCALE) o� k a o 0 0 ORO VIDES SCREENING p C: 6' POND EMBANKMENT PROVIDES SCREENING fa cg:M O CD � U w v o N a C M U annn-x ex 1W4lfA h C J ti � C7 LANDSCAPING NOTES - / / / /// ////,, /////l, a \ McGHE 35MPH\ 08865 P6 867 �,,'y�� / 40 -.,� -w,� �4'.'P'""----... lAI --"�� R.�• —� 1.`. �--'�_ Ly ...,�„�� 'e, ^ -O F_0 ___'�•• Y"- Jv Site Data 1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts In planting locations and utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities. 2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots and be well branched. 3. The planter shall guarantee all plants for one year. 4. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided to the owner. 5. Plant substitutions will be allowed with the written approval of the Frederick County Planning Department. 6. All planting shall conform to with ,§ 165-203.01 Bof the Frederick County Zoning Ordinance. (Plant selection, planting procedures, and maintenance). 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 U77LITY LINES SEEDING SCHEDULE (PER SECTION 3.32 OF VESH) 1.) Topsoil will be spread at a minimum depth of 4". 1.) Pulverized agricultural limestone will be incorporated into the soil at a rate of 91 Lbs per 1000 square feet (1 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 Tall Fescue, 10% Annual Rye, 10% Foxtail Millet, and 5% Red Clover at 200 lbs per acre, 5.) Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre. Trees Requirement Calculation Parking Stalls 1 per 10 Stalls 33/10 = 3 Impervious Area < 100,000 sf 1 per 1,000 sf 100,000/1000 = 50 Impervious Area > 100, 000 sf 1 per 5,000 sf 171, 378/5000 = 34 87 Green Area in Lot 596of 10, 000 = 500 sf 1 587 sf = 5.8% provided Trees Headlight Screening 1 154 ft/ 5 = 31 shrubs Shrubs Planting Size Mature z Symbol Common Name Botanical Name Quantity Quante j Height or Caliper Height DW Kousa Dogwood Cornus Kousa 2" Caliper 25'+ 62 SY Sycamore Platanus Occidenta/lis 2" Caliper 50'-75' 17 RB Redbud Cerds Canadensis 1 " Caliper 20' M Headlight Screening 1 154 ft/ 5 = 31 shrubs Shrubs �Q�zxo z � tiz w�wz�mQo Wzv��� �oo�yo W a 0 Planting Size MatureQuantity z Symbol Common Name Botanical Name j Height Height ® CJ Common Juniper Commeun is 36" 3'-6' 31 �Q�zxo z � tiz w�wz�mQo Wzv��� �oo�yo W a 0 DATE: Nov. 8, 2018 SCALE: 1" = 40' FILE NO, 0595 SHEET 10 OF 11 z j a� z O Qo OVA (� U- M Q Q J v Z U) DATE: Nov. 8, 2018 SCALE: 1" = 40' FILE NO, 0595 SHEET 10 OF 11 FREDERICK COUNTY FIRE MARSHAL NOTES SIGN TYPE "A" SIGN TYPE "C" SIGN TYPE "D" NO NO NO ■ U Q PARA NG PARKING PARKING STANDING STANDING STANDING 0103.7 Curb Designation, Where curbing is provided adjacent to fire /ane, it must be N� N IY NO OLC F o0 0 SECflON0101 GENERALNO DIOL.1Scope -Fireapparatusaccess roads shall be in accordance with this appendix and all other applicable requirements of the International Fire Code. FIRE LANE FIRE LANE FIRE LANE --► painted yellow within the limits of the hie lane. In areas without curbing a 6 inch yellowSECTIOND102REQUIREDACCESS PARKING PARKING PARKING ' N v DIOI.SAccessand loading - Facilities, buildings orportions ofbuildings hereafterconstructed shall heaccessible tofiredepartmentapparatusbyway ofan OR OR OR line shall be applied to the edge of pavement. Paint shall be highway traffic grade, c eko approved fire apparatus access road with an asphalt, concrete or o ther appro ved driving surface capable of supporting the imposed load of fire apparatus■� weighing at least 75,000pounds(34050(g). STANDING STANDING STANDING CL) O p O u SECTIOND103MINIMUM SPECIfICATIONS FIRE LANE FIRE LANE FIRE LANE O 0103.1 Access 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 (7925 mm), exclusive ofshoulders (see figure 0103.1), No More Than 50 feet 6 n 6 n t0 IO in Exception: Grades 10 by the fire � � o Between Signs �� �� O � � 0103.1 Grade - Fire apparatus access roads shall not exceed percent grade. steeper than percent as approved chief. 0103.3 Turning Radius -The minimum turning radius shall be determined by the Bre code official. 0103.4 Dead Ends -Dead-end Bre apparatus access roads in excess of 150 feet (45 720 mm) shallbe provided with width and turnaroundprovisions in "' - - " ". .. n Standard wording with Standard wording with Standard wording with 6 6 M O b kc)o accordance with Table 01034. TABLED103.4REQUIREMENTSFORDEAD-ENDFiREAPPARATUSACCESSROADS an arrow on the bottom an arrow on the bottom no arrow. One sign the to the left. One mounted aralle to the i> Q pointingto g pointing parallel LENGTHheet) WIDTH (feet) TURNAROUNDSREQU/RfD One sign mountedsign mounted para/lel to line of curbing or to the line of the line of curbing or a 1. Length 0'-150 parallel pavement the o -O a. 20' width required, q b. no turnaround required curbing or pavement pavement edge at Limits of fire Lane edge at the end of the end of the painted area. I I Curbs shall be identified by a 6 inch Rolled curbs shall be identified by a 6 Roads with no curbs shall be identified area. inch by 6 inch cc v Z Length 151' Soo' painted yellow paint stripe on the top and side. yellow paint stripe to the top, a yellow stripe. Cz J o Co a. 10' width required b. Turnaroundrequired.120hammerhead, 60"'Y; or96'diametercul-de-sac 3. Length 501'- 750' a. 26' width required b. Turnaround required.•120'hammerhead,60"Y" or96'diametercul-de-sac 4. Length greater 750' -t ` a. Special approval required 0103.Sfire apparatus access roadgates Gates securing the fire apparatus access roads shall comply with alt of the following criteria: 1. The minimum gate width shall be 10 feet (6096 mm). 2. Gates shall be of the swinging or sliding type. \ 3. Constructionofgatesshallbeofmaterialsthatallowmanualoperationbyoneperson. !y 4. Gate components shall be maintained in an operative condition at all times and replaced or repaired when defective. 5. Electric gates shall be equipped with a in eans of opening the ga te by Are departm en personn el for em ergency access. Eineigen cy opening de vicesILJ GONIA m �O It or° yy shall be approved by the fire code official. �, t� I 6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry O Ln d tools or when a keybox containing the key(s) to the lock is installed at thegate location. \ 7. Locking device specifications sha/lbesubmitted forapprova/by the fire code official 8. E/ectricgate operators, where provided, shall be listed in accordance with UL 315. �' S 4 vs� � H2O 9. Gates intended for automatic operation shallbe designed, constructed and installed to comply with the requirements of ASTM F2100, \ �P� D1036SIgns. Where required by the fire code official, Bre apparatus access roads shat( be marked with permanent NO PARKING -FIRE LANEsigns complying 2yWO0 with Figure 0103.6 Signs shall have a minimum dimension of 12 inches (305 mmJ by 18 inches (457mm) high and have red letters on a white background. Signs shall be posted on one or both sides of the fire apparatus road as required bySection 0103.6.1 or D103,6.2. \ Z 0103.6.1 Roads 20 to 16 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 20 to 0j z Z Q�2tiK 76 feet wide. Bre %y rz� 2 Q a D103.6.1 Roads more than 16 feet in width -fire lane signs as specified in Section 106.3 sha//be posted on one side of apparatus access roads more O m Z o than 16 feet wide and less than 32 feet wide. COMMERCIAL AND INDUSTRIAL DEVELOPMENTS Z S c Z ¢ p Q SEC77OND104 �, . H� o J D104.1 Buildings exceeding three stories or30 feetin height [ N 4i t w 2 8 z Buildings or facilities exceeding 30 feet (9144 min) or three stories in heightshall have at least two means of fire apparatus access for each structure. z W Q 2 01041 Buildings exceeding 62,000 square feet in area y g 2 z ro o Buildings or facilities having a gross building area of more than 62, 000 square feet (5760 m2) shall be provided with two separate and approved fire apparatus 5 0 p 2'T 5 access roads. Exception. Projects havinga gross building area of up to 124,000 square feet (11520 m2) that have a single approved Bre apparatus access road Z i Z -- when all buildings are equipped throughout with approved automatic sprinkler systems. when Ov o p o m N D104.3 Remoteness w Where two Bre apparatus access roads are required, they shall be placed a distance apart equal to not less than one half of the length of the maximum o overall diagonal dimension of the lot or area to be served, measured in a straight line between accesses. y SECTIOND105AERIAL RREAPPARA TUSACCESS ROADS !y W D105.1 Where required Y Where the vertical distance between thegrade plane and the highest roof surface exceeds 30 feet (9144 mm), approved aerial fire apparatus access roads o z shall be provided for purposes of this section, the highest roof surface shall be determined by measurement to the eave ofa pitched roof, the intersection of �, 3 the roof to the exterior wall, or the top ofparapet walls, whichever tsgreater. D105.2 Width Aerial fire apparatus access roads shall have a minimum unobstructed width of16 feet (7925 mm), exclusive of shoulders, in the immediate vicinity of the 0. 5 Cn n vni building or portion thereof. O z z 0105.3 Proximity to building O . z o At least one of the required access routes meeting this condition shall be located within a minimum of 15 feet (4571 mm) and a maximum of 30 feet (9144 IJII W W W r$a c� o mm) from the building and shall be positioned parallel to one entire side of the building. The side of the building on which the aerial fire apparatus access z. z. FH road is positioned shall be approved by the fire code official. W D105.4 Obstructions zzS o 0 Overhead utility and power lines shall not be located over the aerial fire apparatus access road or between the aerial Bre apparatus road and the building. 3 S H vwi n Other obstructions shall be permitted to be placed with the approval of the fire code official. 5 5 49046eneral requirements. The following requirements shall apply to all construction or land development activities in areas of the County to which this article applies: A. Means of access forfire0epartmentapparatus. FDC Q (1) The means of access for fire Department apparatus and personnel shall consist of fire lanes, private streets, streets, parking lot lanes ora combination thereof. (2) Parking in any means of access shall not be permitted within 15 feet of a fire hydrant, sprinkler or standpipe connection or in any other manner which interfere the Fire Department's the hydrant 3 22,000 SF - SPRINKLED BUILDING will obstructor with use of or connection. 0 / (3) 'No parking"signsoranother designation indicating thatparkingis prohibitedshallbe providedat allnormalandemergencyaccesspoints to N 24' structures and within 15 feet of each fire hydrant, sprinkler orstandp/pe connection. TALL z B. Fire lanes. (1) The Fire Marshal orhis/her designated representative, in concert with the local volunteer fire company, may designate both public andprivate fire lanes as required for the efficient and effective use of Bre apparatus. Said fire lanes shall be marked in a manner prescribed by the fire Marshal or FH his/her designated representative. Parking Ina designated fire lane shall be controlled by Chapter 158, Vehicles and Traffic, of the Frederick County Cade. (2) Fire lanes shall beat least 20 feet in width, with the road edge closest to the structure at least 10 feet from the structure, be constructed ofa hard 5' 5' j all-weathersurface adequately designed to support any fire apparatus likely to be operated in such fire lane or be of subsurface construction designed O V to support the same loads as the above surfaces and be covered with no more than three inches of soil orsod, or both, and be designed with radii of forsafe by fire likely be fire lane. sufficient length to allow turning any apparatus to operated on such zt (3) Fire lanes connecting to public streets, roadways or private streets shall be provided with curb cuts extending at least two feet beyond each edge of g ti the Bre lane. 2. 2. 4 Oti W (4) Chains or other barriers maybe providedat the entrance to fire lanes orprivate streets, provided that they are insta//edaccording to the requirements of the Authority Havinglurisdiction, 1. 1. O ~ W C, Parkinglot lanes -parking lot lanes shall have a minimum of 15 feet clear width between rows of parked vehicles for vehicularaccess and movement. 1 .y D. Location ofstructures. (1) At least three perimeter walls ofatl industrial, commercial, public or semipublic or residential structures with three or more dwelling units perstructure 0$ 0.. J J _ shall be within 200 feet of street Bre lane, or private street. r) (2) Structuresexceeding30feetinheightsha/Inotbesetbackmorethan50feetfromastreet,firelaneorprivatestreet (3) When any combination ofprivate fire -protection facilities, including but not limited to fire -resistive roofs, Bre separation walls, space separation and v I automatic fire-extinguishingsystems, is provided, and approved by the Fire Marshal or his/her designated representative as an acceptable alternative,LC McGhee Q O Subsection D(2) shall not apply. Ro , f aU �, W (4) The Fire Marshal or his/her designated representative may, in concert with the local volunteer fire company, require at least two means of access for O fire apparatus to all commercial and industrial structures. Those access ways shall meet the requirements of Subsection B(3). (5) Landscaping or other obstructions sha//not bep/acedaroundstructuresorhydrantsinamannersoastoimpairorimpedeaccessibilityforfire-fighting and rescue operations. E. Watersupply. (1) Water supplysystems shallbe desgnedso as to be capable of supplying at least 1,000gallonsperminute at20pounds persquare inch. Water Q supplies shall be made available and operational before combustibles are on site during construction. v (Z) 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 LIGHTING SHALL CONFORM TO FREDERICK COUNTY ZONING v Q with three to five dwelling units perstructure, there shall be a hydrant within 300 feet of all units. In areas developed with six ormore dwelling units . ORDINANCE § 165-20107 W perstructure, there shall be at least two hydrants within 300 feet of all units. In areas developed with industna/orcommerclal development(s), there shall be a hydrant within 300 feet of aflportions of anystructure. Where one hydrant is dedicated to the operation of standpipe system, there shat/►,,+ i Z be at least one other hydrant meeting the distance requirements set forth above. The hydrant dedicated to the operation of the standpipe system shall All outdoor lighting fixtures shall be designed, shielded, aimed, O not be farther than 50 feet from the standpipe. Distance measurements under this section shall be along center -line roadwaysurfaces ora/ong surfaces located and maintained to shield adjacent properties and to not U) meeting the requirements of a fire lane (designated or undesignated) where appropriate, but in alI cases access to each hydrantshall be directly from a produce glare onto adjacent properties or road rights-of-way. roadway and/or fire lane. Parking tot fixtures and light fixtures on buildings shall be (3) Fire hydrants shall be marked in accordance with the Frederick County5anitation Authority policy, full -cutoff fixtures. (4) Fire hydrants located in parking areas shall be protected by barriers that will prevent physical damage from vehicles. (5) Fire hydrants shall be located within three feet of the curbline offire lanes, streets or private streets when installed along such access ways.2018 Building mounted orwa/1packfightingfixturessha/lnotbe 40' 0' 40' Nov. , (6) Fire hydrants shall beinstalledinaccordancewiththestandardsoftheFrederickCountySanitationAuthority, (7) Threads on fire hydrant outlets shall conform to Frederick County5anitation Authoritypolicy. mounted more than 25 feet above the finished grade of the SCALE: 1" = 40' (8) Fire hydrants shall besupplied by not less than a six-inch diameter main. HUBBELL WP -1 FULL CUT-OFF building, These fixtures shall be shielded (full -cutoff) so that the GRAPHIC SCALE F. fireprotection 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 FILE NO. 0595 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. Complete as -built building ffoorp/ans,site plans andp/ansoffire-suppression systems sha//be submitted to the Chief BuildingOfficia/and Fire WITH GLARE SHIELDING OR EQUIVALENT permitted. SHEET II OF 11 Marshal, or their respective designated representatives, prior to issuance of the final certificate of occupancy.