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HomeMy WebLinkAbout01-20 Site PlanLEGEND EXISTING FEATURES EXISTING EDGE OF PAVEMENT EX EP EXISTING EDGE OF GRAVEL EX EG EXISTING CURB AND GUTTER -'--- EX CG -6 EX. INTERMEDIATE CONTOUR ¢8 EXISTING INDEX CONTOUR ___50--_ EXISTING SPOT ELEVATION X 50.0' EXISTING TELEPHONE LINE EXISTING SANITARY SEWER EXISTING ELECTRIC SERVICE EXISTING GAS LINE EXISTING STORM SEWER EXISTING FENCE LINE EXISTING DITCH LINE EXISTING WATERLINE W/ TEE EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING REDUCER EXISTING TREE DRIP LINE TI T. 1T --5 S_____. - E E E E E - GAGAS- G` -GA EX. 75" RCP X X W_W t T i D& EX. FH W...._"e ____�......,._., W-su PROPOSED FEATURES PROPOSED EDGE OF PAVEMENT MAXIMUMDAILYMAXIMUM USE (GALLONS) PROP EP 300 INLET PROTECTION ® /P PROPOSED EDGE OF GRAVEL OUTLET PROTECTION 00 PROP EG CHECKDAM _ CD Legal References PROP. CURB & GUTTER Existing Use Vacant Proposed Use PROP CG -6 Disturbed Area 9.438 acres PROP. REVERSE CURB & GUTTER n Pro osed O co O PROP CG -6R PROPOSED CONTOUR 22.24' 5.50' 50 Right Side: PROPOSED SPOT ELEVATION 91.15' +50-0 PROPOSED STORM SEWER PROP, 24" ADS _0 PROPOSED SANITARY SEWER S S S PROPOSED TELEPHONE T T T PROPOSED ELECTRIC E E E PROPOSED GAS LINE GAS GAS GAS PROPOSED WATER LINE W W W PROPOSED WATER METER ME 1 "WM PROPOSED FIRE HYDRANT Electric: Rappahannock Electric PROP. FH COMMON LABELS & FEATURES PROPERTY LINE OF PROJECT NEIGHBORING PROPERTY LINES EASEMENT LINE -- PROPERTY CORNER FOUND PARKING SPACE TOTALS ADA HANDICAP PARKING STALL SIGNS SANITARY MANHOLE IDENTIFIER STORM DRAIN STRUCTURE IDENTIFIER LIGHT POLES LOCATION OF TEST PITS 10 0 Q 2 EROSION & SEDIMENT CONTROL FEATURES MAXIMUMDAILYMAXIMUM USE (GALLONS) LIMITS OF CLEARING & GRADING 300 INLET PROTECTION ® /P 15 OUTLET PROTECTION 00 Zoning CHECKDAM _ CD Legal References DIVERSION DIKE DD SILT FENCE W/ WIRE SUPPORT X SF RIP RAP RR 0 0 SEDIMENT TRAP CONSTRUCTION ENTRANCE FREDERICK WATER CONSTRUCTION NOTES Rev. Jan. 2019 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 anew 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 1 inch in size. It is the contractors 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 yoke bar shall be between 20 and 13 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. ail -%'X-YV, 3/a", 1 ", 1!12 "and 2" water services li. 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. A// fire lines must have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard number 1048 or 1047. Any exterior, privately owned fire line, interior or exterior, shall also have a fire service HP Protectus III meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 11. Frederick Water shall review the mechanical plan(s) for design and material approval of a building's: a. domestic water meter and its backflow prevention device, and/or its b. Fire service line's backflow prevention device. 12. DEQ must also approve sewer pump stations. Frederick Water requires a copy of DEQ's Certificate to Operate and a copy of the station's DEQ approved 0&M manual. These documents must be received before substantial completion is issued and water meters released. WATER & SEWER DEMAND AVERAGEDAILY USE (GALLONS) MAXIMUMDAILYMAXIMUM USE (GALLONS) PEAK FLOWRATE (GPM) 300 600 15 THESE NUMBERS ARE ESTIMATES FOR 25 EMPLOYEES 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 lett 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 of site plans must be on-site during the construction process. 16. The contractor will notify all utility companies prior to excavation within easements. 17. The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty days. DEPARTMENT OF INSPECTION GENERAL NOTES 1. Buildings shall comply with the Virginia Uniform Statewide Building Code & Sections 311, S (storage) of the International Building Code/2015 & the 2015 Fire Code. Other codes that apply are ICC/ANSI A117.1-3-09 Accessible and the Usable Buildings & Facilities & the 2015 Virginia Energy Code. 2. Proposed 159, 000 sq IT single story warehouse/business shall comply with Chapter 5 for height and area (T503). Limitations for type of construction in Table 503 of the 2015 IBC and Fire Protection shall be installed as required in Chapter 91BC. Fire Pump shall meet NFPA 20. 3. Proposed unlimited area facilities shall meet Section 507 Un/imitedArea Bui/din en P s and maintain an o perimeter of 60. P � 9 P 4. Building shall comply with ANSI Handicap A117.1-3-09 for parking, entrance, and egress. All required egress shall be accessible. 5. 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. 6. Special Inspection requirements of Chapter 17 of IBC shall apply to this structure and must be sea/ed by a Virginia Registered Design Professional. (Soils, concrete, steel, etc.); specifically, fill for slab exceeding code shall require an engineered foundation. 7. A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for building permits. 8. Maximum slope across handicap parking stalls shall not exceed 2%, handicap signage shall comply with USBC 1106.8. 9. All required egress doors shall be accessible to a minimum exterior area for assisted rescue, section 1016 USBC/IBC. Note fire ratings around this door if this section is utilized. Required exits shall not exceed maximum travel distance listed in Table 1016.1. 10. Storage racks exceeding 12' in height requires a permit and shall comply with the International fire Code. High pile storage areas require fire department access around the perimeter of the building. Access doors shall not be placed further apart than 100' 11. No gutter downspouts shall discharge over walkways. 12. A geotechnical evaluation shall be performed and submitted with application as required by USBC/IBC Section 1803, 13. Public Entrances into spaces larger than 3000 sf shall be provided with a vestibule as detailed per ANSIA117.1-09. 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. sT 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 2013 V1. All work on this project shall conform to the current editions and latest revisions to the Virginia Department of Transportation (VD 0T) 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, a// traffic control, whetherpermanent or temporary, shall be in accordance with the current edition of VDOTs Work Area Protection Manual. A transportation management plan needs to be submitted for approval and land use permit issued prior to any execution of work within the VOOT right of way. V4. The deve%per 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. Itis the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer, V6. If required by the local VOOT 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 Traffic Operations Center at (540) 332-9500 for any traffic control plan that impacts a VDOT maintained Interstate or Primary roadway to provide notification of the installation and removal of the work zone. V9. The contractor shall be responsible for maintaining a VDOT permitted temporary construction entrance(s) In accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. VII. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT V13. 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 is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. V14. AI/ roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOTRoad and Bridge Specifications. Certified copies of al/ 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 culvertpipe 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 VOOT minimum design standards and is the responsibility of the developer. V18. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be instal/ed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V19. The developer must provide to the VDOT Land Development Office a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of that work. Unit and total prices may be obscured. V20. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the 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 VOOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V21. Asphalt concrete pa vement shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of the test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V22. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB -1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V23. VDOTStandard 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, h hi f Contrary p pop d, t e thickness o bedding shall be six (6) inches. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. TRIP GENERATION DATA ITE CODE ITE USE 150 WAREHOUSE sf IN OUT I TOTAL 74 51 1 125 DATA TAKEN FROM THE 1. T.E. MANUAL IJSI IN OUT TOTAL 10 1161 126 LANDSCAPING NOTES ADT 935 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 §165-203.01B. .44 • VICINITY MAP SCALE 1"= 2000' PROJECT INFORMATION Owner MELNOR, INC. 109 Tyson Drive Winchester, VA 22603 Phone - (540) 678-8197 Property Data Tax Map Number 43-(19)-1 C Address Tyson Drive Area 9.438 acres Zoning M-1 Legal References #180007787, #200001998 Existing Use Vacant Proposed Use Warehouse Facility Disturbed Area 9.438 acres Zoning Data Open Space Minimum 25% = 2.36 acres Open Space Proposed 33 % = 3.13 acres F.A.R. Maximum 1.0 F.A.R. Proposed 0.39 Proposed Building Data Type of Construction 2B - Concrete & Metal Area 159, 000 sf Height 38 feet Max. Height Allowed 60 feet Building Setbacks Front (Tyson Drive): Per Code 75' Proposed 75.00' o� 3. Left Side: 25' 50.33' Ip Right Side: 15' C �Co1 d 07y o 0 156.65' ,ti LU m N Parking Setbacks n Pro osed O co O V) c 10' 5' 22.24' 5.50' x Ln "N O J p - 0- Right Side: O 91.15' o 0 5' _0 p, 0 �P �U_) IU^. Sanitary Sewer and Water: "�'hr00 Life Safety Plan Sheet 8 Frederick Water (540) 869-1061 O Sheet 9 VOOT., (540) 535-1824 O fa Telephone: Verizon (301).954-6282 ME Erosion & Sediment Control Details Sheet 11 Electric: Rappahannock Electric Erosion &Sediment Control Plan Ph .1 o RooO (L) Erosion & Sediment Control Plan - Ph. 2 Sheet 13 Gas: Washington Gas Co. (540) 869-1111 :0W Northeastern Drainage Plan & Profile C4D MISS UTILITY: 1-800-552-7001 @ a O o L 4 ia -ca 1. This project will not disturb any environmental features as Environmental Existing Disturbance Proposed o Features Acrea a Allowed Disturbance 2. The owner will be responsible for obtaining orgranting 0 o C easements shown on this plan. V) C7 Building Setbacks Front (Tyson Drive): Per Code 75' Proposed 75.00' Surveying & Engineering Firm: 3. Left Side: 25' 50.33' Ip Right Side: 15' 145.00' �Co1 d 07y Rear., 25' 156.65' ,ti LU m N Parking Setbacks Per Code Pro osed O co O Front (Tyson Drive): Left Side: 10' 5' 22.24' 5.50' x Ln "N O J p - 0- Right Side: 5' 91.15' a �O Rear. 5' 22.33' p, 0 �P VDOT Entrance Plan Sheet 7 Sanitary Sewer and Water: "�'hr00 Use for Parking PHASE ONE - Office (120 so Warehouse (18) FUTURE - Office (120 sr) Unit Tabulation 1 per 250 sf 1 1.5 per employee 27 1 per 250 sf I Required Proposed PHASE ONE - Parking Spaces 28 35 FUTURE - Parking Spaces 1 45 TOTAL =W_ Handicap Spaces 4 4 Loading Spaces (1:40K) 4 23 Monument Sign Data Sign Area 50 sf Monument Sign Height 12 ft SEE FREDERICK COUNTY ZONING ORDINANCE § 165-201.06 Contact Numbers 0 acres Sheet Index Surveying & Engineering Firm: 3. Easements will be recorded and copies sent to the parties Lakes &Ponds GreyWolfe, Inc. (540) 667-2001 D% 0% Zoning Enforcement., Wetlands >ZAC Cover Sheet & General Notes Sheet 1 Department of Planning (540) 665-5651 4, Boundary and Dimensions Plan Sheet 2 Site Inspections: 0% Grading Plan Sheet 3 Department of Inspections (540) 665-5650 Natural S. W. Utility Plan Storm Sewer Profiles Sheet 4 Sheet 5 Erosion and Sediment Control : 5. Frederick Water Profiles &Details Sheet 6 Department of Public Works (540) 665-5643 ti VDOT Entrance Plan Sheet 7 Sanitary Sewer and Water: Steep Slopes >50% Life Safety Plan Sheet 8 Frederick Water (540) 869-1061 Landscaping Plan Sheet 9 VOOT., (540) 535-1824 Lighting Plan Sheet 10 Telephone: Verizon (301).954-6282 Woodlands Erosion & Sediment Control Details Sheet 11 Electric: Rappahannock Electric Erosion &Sediment Control Plan Ph .1 Sheet 12 Cooperative (540) 622-2098 Erosion & Sediment Control Plan - Ph. 2 Sheet 13 Gas: Washington Gas Co. (540) 869-1111 Northeastern Drainage Plan & Profile Sheet 14 MISS UTILITY: 1-800-552-7001 Southeastern Drainage Plan and Profile Sheet 15 Zoning General Notes Maximum 1. This project will not disturb any environmental features as Environmental Existing Disturbance Proposed defined by the Frederick County Zoning Ordinance. Features Acrea a Allowed Disturbance 2. The owner will be responsible for obtaining orgranting 0 o easements shown on this plan. Floodplain 0 acres 0 /0 0 /o 3. Easements will be recorded and copies sent to the parties Lakes &Ponds 0 acres D% 0% involved. Wetlands >ZAC 0 acres 0% 0% 4, All utilities that will service this site must be placed Sinkholes 0 acres 0% 0% underground. Natural S. W. 0 acres 10% 0% 5. A Dumpster is not proposed at this time. However, an area Retention Areas C) �W ti V has been designated for a future location and a screening Steep Slopes >50% 0 acres 25% 0% detail is included on the plans. 6. Outdoor lighting shall be provided by shielded wall pack Woodlands 0 acres 25% 0% lights. See lighting plan. APPROVALS Frederick County Zoning Administrator SP # 01-20 Date Final Site Plan Approved by Frederick County Planning Department Reviewer Date 1. Site Plan approval from VOOT will expire three (3) years from the date of the approval letter. 2 ¢ 0 2 ti W U� W m 75 rc 0 0 ;Z: c7WU)c ~ z3?z�o'�a a Z V W Q Z UA W Z Z W Q O QQ o �U_ z� Z- It C) Z O U) UJ LU 0 2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval. 3. The Frederick County Sanitation Authority approval is valid for three (3) years from date of approval. If construction is not in progress at the DATE: ]AN, 6, 2020 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. 0634 approved prior to constructing any structure. Furthermore, the site must meet all ADA requirements and be approved by Inspections. SHEET 1 OF 15 ti Pc (Lij " I Z Q) O ~ aLQO C) �W ti V 1-Z� �C. - Q ~ �-4 J O Q J L J Z O V) 2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval. 3. The Frederick County Sanitation Authority approval is valid for three (3) years from date of approval. If construction is not in progress at the DATE: ]AN, 6, 2020 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. 0634 approved prior to constructing any structure. Furthermore, the site must meet all ADA requirements and be approved by Inspections. 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SEWER ESMT - #070007281 RIM=713.21' s s ®s s s - - s s s s - s P INV=704.5' EX. 8'SEWER LINE ° EX SSh�I RIM 71 .74' PB& � ®� "^ � giY '®� ®` � s -- s - s ®_ s --- s — s — s -- N (0 O L J O I..-..-.. --------- -ter-- - .. « «- «._..««- ------------ --- o ----------------------- -«-«-«-,-"-�� ---------------------------------------------------- N--_---_--------------___ ------_-___-______----------------_________-----____------------- --------------- ----- ---- - « -- -- ----- ---- --- ------ - - ----_ __ ------ ---------- ----- - -- ------------------------------------- x a p ^ 5R 35'R G g HEAVYASPHALT +'5W HE4VYASPHALT 30 U R PA KI N GH SP LI TA PHA T LT 15 w w • 5'R wHWEw—•— I— 69R ♦ n _ w w— w— s R w a � a s o I DRAINAGEESMT CG 6 F U P RK G a75'BRL II o00 oon o00 ooc 600' I I FUTURE PARKING NOTE. THEAREA FOR THE FUTURE PARKING SPACES ALONG THE FRONT SHALL HAVE THE TYPICAL COMPACTED SUBGRADEINSTALLED & GRADED ACCORDINGLY, I `� i O y ♦ ' ' Ls �K a THEN PLACE 8" Of TOPSOIL AND SEED PER SPECS, THE DI-3C TOP MAYBE I O 100R 76W INSTALLED IN THE FUTURE AND A MH-1 TOP PLACED THERE UNTIL THEN. I a j �� v I�Q 43-(19)-23A ^ ! 50.33' VWT LLC 180010580 o a I ¢ I} g a '11/00 ZONED: M-1 USE:INDUSTRIAL x o N i N Fad 5'R , 3'DOOR RIDGELINE 3'DOOft ^ ¢ ♦ ° t 5.50'1 ,* P 2Z O 1.11 ACRES 3i I I ������������������������������ ATGRQDE ATGRADE 4 j y 2 ry t o 159,000 SF BUILDING x♦ i a w �� w m o 0 ~ 4,220 OFFICE z a I QxooWo� W y 38' TALL e:' zn w ry N b EX. SSMH RIM=708.11 2 ~ o i z g Q W¢ Z Z x gy y1 ¢ S v'� S S $ INV=704.2' I C a � O U b o I�� Ff=716.75' a r 8 � 22 o hI S $ s xQ�QZr�O �s W 1 �p 20 I V O 0 0 N ° b k Wo I I / `' 3' DOOR 3' DOOR 1 B I f� —` uz°--_ - lq PR. 10' f x CN CN EX SSMH n RIM-715.94' S V- INV=707.69' 2 / `' 14' 10' AT GRADE ', 43-(19)-IC MELNOR, INC. AT GRADE ♦ .9, I ♦ � PRIVATE gSEWER ESM ,-„ «- yd a ul F- Ln F- j - I Z 180007787 ZONED: M-1 ( °-« «- I U U FUTURE SEEARCHITECTURAL 9.438 ACRES 1 HOUR FIRE a woo m I_ aIN : Z OFFICE 110 SF FUTURE /BATHROOMS / PLANS FOR STOOP RATING RE 'D AND STAIR DESIGNS Q OFFICE I 1205F ATGRADE' a o Y Y + /.1/ 000R `{ f 91.15' $ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 o eAnfRooMs 43-(A)-63F w n n 5'R o c Q v o o g o 0 0 v v 18 o v v v v z z£ z v v v v v z v 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 u u v v o 0 0 0 0 0 0 ■ I� MELNOR I p ,INC. 110004867 Lu> Lu m a m s ,. .. . _ '. ^ a ;., 6a b, b, O, q B, 6, o, a o, a yl a a1 o, o, o. 'v, o, 6, 6, 6, 6, 145.00' ;,, ;, , .y I ZONED: M-1 y, USE.'INDUSTRIAL ♦ \ i r L1 I 11.0 ACRES o w 0 w 0 w •.aa 'e' '+� � a 96'R \ ♦\ \ py a s" " LL ♦a I I H o N O 0 N •c a. " T y 24n Q a ♦ \ 12R ♦ " R 16.5'R 4 �..: 2 y ,•. , . e .'a B T r .. d+ a' ..% T a; O:4 I Ie .r .lyd. • < ''h " ID "•4 + ' `' "~ + a . q ' 45'R f jr w-df" :Q > • 50 R ACCESS ' ESMT i N M M a \ ♦\\ a7.¢'X�14'i'ONCRETL'TRUCM_ =o PAD • _.' : ... A '. - F . ?. Ln + — — — — — INV=708.1' a \ ♦ \ �M a— Al— M—M—M—•—M— HEAVYASPHALT• Al— A—Ak—A—A—aA—w—A—N—M—Ak—dw—NN—M—M—M—N_� M 1208 -------------------- ------------------- -� ( I N ~ I a I M rn ' FUTURE DUMPSTER PAD SITE W/ SCREENING - NOT e a a ` TO BE CONSTRUCTED AT THIS TIME w a — — EX SSM 15' BRL I J RIM=711. 8' 4' 1. 4' !I` .� —.—. -- --- -- 75R ( M r°� ---�' g" O «_--- -- - 5 � a � cl:I' O S 42028'16" W 673.63' O 1 C O \ 42.5'R O 2 Ln 00 43-(19)-24 DEBRA AHLFELD 190000442 O � ZONED: M-1kn USE: INDUSTRIAL \ Q Q 1.31 ACRESLLJ -4 " a I/ / RITE-�A1 i\ \ �/ ADMINISTRATOR, INC. ti DB 888, PG 1465 \ N ( _ 1ory1 to r ZONED: \ \ Q W 00 ,,m / % USE: INDUSTRIAL TR 29.77ACRE5 \ �� \� ;� \ \ JOPAINAGE ESMT W Z O Ice — fw A Qi I / DATE: JAN, 6, 2020 I� 40' 0' 40' SCALE: 1" = 40' FILE NO. 0634 I GRAPHIC SCALE SHEET 2 OF 15 O w T . U 16 N UZ 15-6 v 0 r—r®r -r —r - r r r—r--r r—r— 1 j a w®-r—ur —r®w—r .,,...__W —W —V - o 0 ;N O \ -- -- -- -- -- -- -- -- -� -- -- -- -_- -- -- - -- -- -- -- -- c �h 16 15'� w r� r ^ r w � w ®r �, � � ` � r r � � _� \ _ -- O o 0 w - r -- r —, \\INV=72552' _-"-\\� \ \ \ - —��w— -�\ �- \\ \\ \\\ \\\ \\ '- .9 + 161 ---- w —w _— S _ --�— - -_ _— I-- -- -- ',,.._'-^ ---- O ro 0)16-J 118` X. 115 LF 8"0.7. CL 51 WATER MAIN � I .., M --Q 4� - g— =1-� `. -.. --- �"-' _ `�`--- —_ �`- — �+- /—" t- —, � � —-� _. — 1 !/ ' --,. � ..,.-.� _____ .�..- — - " j/1T �..__.' � N (� U `,: 15� 16� — �,— -"^. �-., J — — — _ —. —.. — ._ — — --. -- - / '^ 'y \ EX. FIBER,pPTICLlAE / (" ! \ S \ \ ` ~ ` `� \ \ i. ` -, �„` d __o-� —r —r —r �--r»_ t _r - l ti 15� u�N . .:E .tt u a - - - - r 5� / l N 42019'18" E /403.99' I \ \ N 4z°26'31 " E'1392,57' I (n ate, 6Y. SMII, \RYJV 7Z 7' 8 y INV= 16115 1 I - �t6e ® L ra cs -m a L—�ta -m FU _"- 6 1 i p� ......,_ 90A — �A —A ®® Fm 4 — — S'� 6� --- 638 �e .—.�. g� ®p -e8 —"r 9 �- � ' �— .� `SEWER FORCE MaN 6 .. \ ( lRIM=71321' ,. 8 ,•-,,,.. 5 �, 6 .a „? ~ 1 ( INV=704.5' Ex 8 -SE S ffi RE3.-- \ ' F� 739 &'� g S s 0 — A — B — B -•—. II -^_-- g.—., 8 RfM- 19.74' '� ^ C N ro 0 i {' «� ti I --------- -f ----------- —M...—...1Cw— — _o, — r' -a w—aa_.aa—e.—m,�m,— _ —.— _ ._—� w.._.«—_--eo—m— — —.—a. --w oa _.on—«L �—.n—.n——o.—r.— _e.-- — -------------------- 25 ------ ----�----'c--- - -- --�-----------f---------- ---- -------- -� \------------- ---p 6 J \ \ \ \ —w,—w— •,—ia—gym — a6—..— ----- ------- ----------- --- -- - {- - ar • - --i gym— —� p. e® -a. —..—« — w - ----\ ` __- ------ -- - �e«—.sem—.Jo.--a..—.e.--+n.-m—.._ -_- -` --_ ---- �f o I X I � 1� \ 25'1 22 \ C B 8'1 18p\ \ 1 14� P - 10' 0' 10' Slopes can not exceed 2% III i O I \ ?s I J 30 U A K r v r • 3-5 2 2 1 within parking or unloading I \ -1.14 J GRAPHIC SCALE areas (including gutterpans) \ \ \ / { 1 \ — H 1714 5' I 4 23 p \ 0 1 DI3C=719.0' 75' BRL \ 16 I d fNV=714.0' 24 23 21 \ 19 INV \ 16 16 \ �7 I I 6 I 15 / 16 $ I I � _ / X { \l6 f � I \ \ 1 \ A }16 J l l f 162.j 1 ✓ V A \ \ \ 1 ( J \ O •' _ - r 6 I ! / / l / / j1 / J `6` 151 !" 1 \ -1 1 � ~~`` QGS d 18-8 18-j 18p CO y Ln 16 159 000 SF BUILDING t / ✓ 1 / l 1 j ` / \ v !( I I _'� ✓ z O ¢ 2 4.220 OFFICE t / / 3iF'TALL I i ¢`k ���'-p, �P X _ -- I - 16_ \\ ( �= --- -- / 1 -� .� 4 162 \\ $ ,, I R I W� \� .� T_ —— ,` _ �,� \ \ l f ( / I f \ T rt— \ y 1 51, I I i" t I z z o z¢�ztic DI 3C rr (/ s _ �.- � \ i \ \` \ ! \ 1 ! I I { w = m ¢ g > '-'co��LU 18� 18 d 18 1 18 � 17 .? _\\ \ ,•- \ \ / ( ( \ \ \ \ 6 I ( 1 C3 Q w 0 0 �x (nom ((/ -..� --.. / I 1 (� i .� _ \ \. ( I ( " \ \ / -....� V - \ \ \ ( 1 l / \ v t t v v 15 I lb^�\\ \\\ \\\ \\ I I I \ �` \ I I ! V ) \ \ F .. ' A A \ \ 1 \ 3 �� /J i I 11 161 Nl 3 oafs 18 e I EX. SSMH _ S S 4INV=704.21 1 ( I I /� I Oo• I 1 ��Z�i�� 2 � � � � O � ZV ���a2� a �c Ln a - LIJ rQ zooQz�o p T 2 18B 18� ° 18'1 0 181 18 181 i I EX. SSMH 10' 0' 10' Slopes can not exceed 1 % p within parking or unloading areas (including gutterpans) RIM=7]5,94' I INV=707.69' GRAPHIC SCALE Ln 162 16 16p C / / o w 3 C X /` j 1 1 t+ r/ 5p \\ r' /// \ t/ It 11 162 ,' t �r ( w > 2 m d m d ` 161 ( 5� 162 162 162 ! 162 16� 162 2 6 1p I r, _ ♦ �. 1 B g. ',4 ,•e r n. n . 714 { m f i a mom 3nmm a a + I I 6 ♦ 716 MH- =714.8' a a. •� 1 '' "' J �� 713•' 1 ( l w w w 1616-164 { I I I I IN 708.1 6' a .a INN l ' 15 J y \ r .i ..J: . .. 07-i{=712.5' �' ^ ! A/=708.7 °• • ! ( I �j/ a' ' ' \ , r a f- -161 . , �'2 16p / _ a • 9 �. "� G 6 -2 \ f• 12 \ /' o I ti 16 INV -708.7 \ \ \ ' \ \ NV=708.0'~—M 'M 4`\11—IN—N—N �-1•�•�—M—'�% iA i N-1��• ;�—,A N—°A—A—F—A—M—A�A—• \\ 1 \ r •�—A—N— a- li 161 i .9 \ 1Pp ,i \ \ i I PC 16� III INV=707.5' \\ /" \\ \ \\ 712 C) - {IILjj EX ss(4tl ( L 1,� .— /./ t 25 BRL�. lz� _ _ � —_- RIM-117.�J8' I 04. 12 \ \ v W 10 or 10 a Slopes can not exceed 2 /0 within parking or unloading I I ! _ S 42028'16" W - 673.63' \ ti - '>> r ✓ - 1 \ \ \ yr \ I y 5 r - ) tiLIJ GRAPHIC SCALE areas (including gutterpans) I I w 1 I r -_-� \ / - - / ., I 5 % - - J r y %� �'! i --; �\ `` �' o ( .' - ' 1. -.. e _ - s,o \ ---' r,2� \\ \� / . _ 1709 / V � � z o` ori C ✓. NZi /,`nem\ e \\\� \ti '! t / " \\ \ 1 108 r ✓ O / I II � � r , ,� � � I i \ � ~ ` ",- ."'- -' ^" " .% / '"' .-.' ✓ ' / -`" ''- .✓� e e e � \ \ .-- -"' �,• '. „,,,.. y�\� \ /' C `' I {� W r I ( """^' r .% w'. .✓ .: 'w-,'rJ,/ r,.-- \ \.,..,.-'f +7l Q co --?-- DATE: JAN, 6, 2020 SCALE: 1" = 40' 40' 0' 40' GRAPHIC SCALE FILE NO. 0634 SHEET 3 OF 15 — — TREAT WOODEN PANELS WITH DIG TEST PITS TO VERIFY FORCEMAIN WILL o WATER SEALANT HAVE SUFFICIENT COVER WITHIN ENTRANCE f ---- ®® ®� -� ®— _ Ci /'\TAREA. ADJUSTFORCEMAIN, IF NECESSARY 0 0 _I N PER FREDERICK WATER FIELD INSPECTOR. ♦�— r - - - w -- w -.•.. -- —w w —w —w —w —w —w —w 75 � — -- -- -- -- -- -- -- -- �— -- -- -- ---- — -- -- -- -- -- 0 o o^ V w w—w--�—w–-w--w—w—w ._,.._ W w VK r _ _ - _--- -----_ w \`INV=71552' f6 FREDERICK WATER NOTE., CONTRACTOR SHALL ADJUST EXISTING FREDERICK WATER FACILITIES IFEX. 115LF8"D.I CL 52 WATER MAIN` _ __ — — • 9- PER FREDERICK WATER INSPECTOR REQUIREMENTS WHEN GRADING NEAR OR IN EASEMENTS. ..�-------.—' -----� N - - -=�_---=TiT=—.ice•-F�= UARORAlL �\ � % ____�... .------_.—._•_._----- -0---�._p-°� f_p_._. P-C^ F-d—^- F-0—-0.-..._ EX. FIBER-OPTlCUNE , _0.—_ F-O-�_ F_°�_ —0 ( -- K Q G � TYPICAL 6' TALL 8Y8' WIDE ° 403,99 N 42 1918 E " o - N 42°26 31 E - 392.57' �c DOG-EARED FENCE PANEL. INSTALL ON 4'X4'X8' TREATED POSTS SET 3' DEEP. EX. SSMH "®� RIM=718.57' ®--- 9 FM -� Fie vu --- Fm --� Via —m --- m --^•� m �- m ^--- Fw ---- m —m —m •�--- m --- m —Fm —m --- m m —m -- m ----- m SEWER FORCE MAIN •---"- m «®-- m --"--' m-�----- m iFf - F3& — SW — Fm — be - -• ESI EX. SSMH 0 n Fm pu g — i Rr FM — IR! ---' FM — FM — it .•• ••-• FM - i � DUMPSTER &SCREENING FENCE DETAIL INV-716.15 EX. 11"STUB ¢ ® �. g .,�.-. g .�..-. 4 S INV-704.5'1 EX 8'SEWER LINE �1� 8 Q fX 55 $ M=71 B �.. g .-.. r ...-- g .... $ ®- $ �.- 8 -.-, J ~ ---- - y .74' N.T.S. .____ _--- _ a--------------------- ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------.-.-------_ -«-»-«--»-«-»-«-»-«-«-»-«-»-»-«-«- • - __ TIE TO EX. 8" ------------ - -----� ----- _ _ _____ -- i - ___ _____ _ -t--- - »� _ ---------_-----_ -_---_ _ I------------- � o �1 " I H GV's 8" TEE � � 1 "HEAD a ALL CUT & CAP EX. GRAVITY f - - (310)24"ADS CULVERT 4=510 0 •� � F� • STUB OUTSIDE OF MANHOLE. — ' — — ' 719.0' `\V 0 5° PLUG, CAP, & GROUTAT " (I 1 724.5' IN INV-714.0' 7$'B INV= INV=7155' ""� \ R ` t MANHOLE PER FREDERICK WATER FIELD INSPECTOR. I f I TIE FOUNDATION MSEWEDRAINS SEE � INTO STORM SEWER. SEE (40) 10"ADS (10 LLECTOR TO COLLECTOR TO WELDED DOWNSPOUT COLLECTOR TO DI-3 10'X24"ADS TEE (6)10-ADS DOWNSPOUT COLLECTOR TO WELDED 1 D'X24"ADS TEE _ ARCHITECTURAL PLANS. (TYPICAL) = • O QG1N (TYPICAL) I \ a, V) oo of a j = x 2� • f `FF, a 18" HEADWALL 3� I y rya 30'(12" PVC SLEEVE) COVERING! SEWER LATERAL CENTERED ON I ` a w -< w °° 0 0 ¢ W WATERLfNE CROSSING, m I « x y p y 3 Q � Pz o X l a SEWER LATERAL 140' Of 6" SDR-35125INVERT AT !n s s EX. SSMH RIM=708.11 b w ( Z ti y S U (n Q Z 4 o I+ s BUILDING = 713.0' . • =7092" a W Q w Q o v g�UZWo�I Q P a s / SEWER LATERAL -100 OF 6' I s r CORE DRILL CONNECTION TO i o a x m o W 2 2 v 3 + Ia SDR-35/26 WITH CLEANOUT IN SIDEWALKAND AT THE PROPERTY LINE. °dIs TEST "� PITS 1 I MANHOLE BY CONTRACTOR PER FREDERICK WATER INSPECTOR p x v p o p s / INVERT AT BUILDING = 709.0' (UNDER I h —° $ REQUIREMENTS AT 704.7' ry S FOOTING ENCASED IN CONCRETE) • \ %� o x n v 2 EX SSMH RIM=71594' / INV=70769' S WATER NOTES: SEWER LATERAL INVERT 9\ O • AN INTERIOR COMBINED WATER RISER WITH BOTH DOMESTIC AT X ING = 706.0' METER AND HP PROTECTUS3 FIRE METER SHALL BE USED. o o CORE DRILL CONNECTION TO °p I I • A DOUBLE DETECTOR CHECK VALVE IS ALSO REQUIRED • w w � MANHOLE BY CONTRACTOR PER FREDERICK WATER INSPECTOR ^, • LAYOUT AND PIPING SHALL BE PER FREDERICK WATER INSPECTORS REQUIREMENTS I o v m REQUIREMENTS AT 708.5' I I • I e _ X III TIE FOUNDATION DRAINS 8" FIRE TIE FOUNDATION DRAINS I U) w INTO STORM SEWER. SEE PflARCHITECTURAL PLANS. 1.5" DOMESTIC LINE & METER INTO STORM SEWER. SEE • ARCHITECTURAL PLANS. w > UJ I METER Elf ® R �P L Gyfi • \. " r . Ll L V11�� 4 FH °610 6'X8"TEE —t I w o a 0 a 0 6' X 10' RIP I I RAP SPILLWAY ♦ MH- =714.8' INV 708.2 '� DI-1=711.5 Ie w w w \ \ \ 'P' V R dll'V 708.E •'� '1 i 1�NV=�0,A1' ° (184) 24'^R /1 VE ' INV=708.7' • •°4 P Fff V '•°. `••Y ° • s • a 1-4 a \ \ S 4 a �:: .Y P 1 j d '`1I N M M ✓� a ♦ �. .f." I. q A. 9 4 M` ° Sy ' w a 3 X ON INV=708.1' BASKETS TOP=710' ) T� �` ` (130 24"ADSCUL VER \4 r—r�r—r—r�r—r—r-4r—r—r�r—r—r o DF—r—r-4-r—r—r�-r—r—r-1-r ♦ �� •( it ti a BOTTOM=704' 708.0' 5°y (3) GV'S - 8" TEE r—r-�-r—rte, r--r—r—r PR. 20' WATER ESMT r-� 45 V til' �— ----------------------------------------- 24" END SECTION ---- _� - ti ( a I If( I � yy INV-707.5' I 2$' BRL �G L t O() REXIlMSS71Mry 8' NV=704. 4' 15" HEADWALLS INV.=707.0' S 42028'16" W - 673.63' \ 24" END SECTION O ,� LQ ( arz ` c42, ,I LLJ Ltj n �w \ 18'OF3X3X6' / GABION TOP=706.5' DATE: ]AN, 6, 2020 SCALE: 1" = 40' 40' 0' 40' FILE NO. 0634 SHEET 4 OF 15 GRAPHIC SCALE w e 730 730 720 715 720 715 710 705 0+00 0+50 1+00 1+50 2+00 1+50 3+00 3+50 4+00 4+50 5+00 5+50 STORM SEWER PROFILE - FRONT SOUTH 6+00 6+50 7+00 7+50 1 720 720 720 1 715 1 710 1 705 /12 PR. GRADE CAST CAV. 0 p IRON srm 66 ± & COMPACTED TO 95% DENSITY 3 LBS 143.6 LBS I B INCLUDING I INCUAING LUGS ICONNCTO)i AND SPECIFIED ON THE PLANS O TOP BERM=71 .5' EX GRA E EX. GRADE Ln - SUBBASE �/� SUBGRADE FREE OF ORGANICS PR. GRADE 11411= r- EME GENCYSPILLWA =712.5' L N�IIaiL9t- ILII=.1 � III=11.= o _ HARSAS DWARE PR. G DE �If= HGL-10yr _ \I =7_ ,•--_-\II IJ Install cap ith 12" dia. hole X00 -yr= 17 1.7 SSTRVCUT "H"DIMENSIONS AREOP � O 7.29 cfs - - - to cont' of outflow Y �_ 10-yr=71 5' 2.3 ft/s APPROXIMATE ONLY FOR ESTIMATING 15 -ADS N 3.3 ft/s - - p -- i WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS/�\\� 1 "CLEAR � - Cz� I c CONNECTORS / --2-6.46 (10)24"ADS -- 6 46 cfs cfs 115) 24" ADS '5 H L-10 r Y 155) 2 "ADS L TO COLLAR CONTRACTOR FROM FIELD LD CONDITIONS.w CO_- (1 4) 24 "RC - CL 6.46 cfs 2.1 ft/s PRELIMINARYHEA VY PA VEMENTSEC77ON 3. WHEN SPECIFIED ON THE PLANS THE EX. DITCH 2.1 fVs / 15" ADS 18"CEAR 18" CLEAR m j - -1,00 yr- 7_077 WITH STANDARD IS -1. THE COST OF ----- 50' II NOTE 5 10 yr = 707.1 - D FAC Of CURB GUTTER - 18" min. NCDENT& TO THE SHAPING IS TO BE CR K CONTROL JOINT CRACK CONTROL JOINT 2 yr = 706.9' =7- - - - w INCLUDED N THE 80 PRICE FOR THE ^� Lf) GL _I 310'OF24"ADS J 0 oy 11 p o 94cts co II ? n 2 n ui I, 6 W L 2.9 ft/s ti O W O O O 2 � h Lu II ,c W O Ln p Ol II ti Z' N O Ol c0 V p b O o ti Z D Ln 0 x ti W ti b � � b0 ti v ONj O b y O O] 41 p > O ^I 'j > b b h N II'j R N b> Ii H^ N N b] lj N ^l Oti Oti O ti ry ti •+-I N Q N Q Mi M Q R ti a O C POND Q --- --- -- - - p N ti Nt ti Z a MT b O'bl- n ti ti I\ 0+00 0+50 1+00 1+50 2+00 1+50 3+00 3+50 4+00 4+50 5+00 5+50 STORM SEWER PROFILE - FRONT SOUTH 6+00 6+50 7+00 7+50 1 720 720 720 1 715 1 710 1 705 /12 0+00 0+50 1+00 1+50 2+00 2+50 3+00 STORM SEWER PROFILE - BACK SOUTH 715 715 710 710 705 705 700 700 725 715 720 710 715 705 710 700 705 PR. GRADE CAST CAV. 0 p IRON srm 66 ± & COMPACTED TO 95% DENSITY 3 LBS 143.6 LBS I B INCLUDING I INCUAING LUGS ICONNCTO)i AND SPECIFIED ON THE PLANS O TOP BERM=71 .5' EX GRA E EX. GRADE Ln - SUBBASE �/� SUBGRADE FREE OF ORGANICS PR. GRADE 11411= r- EME GENCYSPILLWA =712.5' L N�IIaiL9t- ILII=.1 � III=11.= o _ HARSAS DWARE PR. G DE �If= HGL-10yr _ \I =7_ ,•--_-\II IJ Install cap ith 12" dia. hole X00 -yr= 17 1.7 SSTRVCUT "H"DIMENSIONS AREOP � O 7.29 cfs - - - to cont' of outflow Y �_ 10-yr=71 5' 2.3 ft/s APPROXIMATE ONLY FOR ESTIMATING 15 -ADS N 3.3 ft/s - - p -- i WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS/�\\� 1 "CLEAR � - Cz� I c CONNECTORS / --2-6.46 (10)24"ADS -- 6 46 cfs cfs 115) 24" ADS '5 H L-10 r Y 155) 2 "ADS L TO COLLAR CONTRACTOR FROM FIELD LD CONDITIONS.w CO_- (1 4) 24 "RC - CL 6.46 cfs 2.1 ft/s PRELIMINARYHEA VY PA VEMENTSEC77ON 3. WHEN SPECIFIED ON THE PLANS THE EX. DITCH 2.1 fVs / 15" ADS 18"CEAR 18" CLEAR m j - -1,00 yr- 7_077 WITH STANDARD IS -1. THE COST OF ----- 50' II NOTE 5 10 yr = 707.1 - D FAC Of CURB GUTTER - 18" min. NCDENT& TO THE SHAPING IS TO BE CR K CONTROL JOINT CRACK CONTROL JOINT 2 yr = 706.9' 0.66% w INCLUDED N THE 80 PRICE FOR THE ^� Lf) J 0 oy 11 p o v co II ? n 2 n ui I, 6 W L ti O W O O O 2 � h Lu II ,c O Ln p Ol II ti Z' N O Ol c0 V p b O o ti Z D Ln 0 x W a b � b0 ti 2. ONj O b y O O] 41 p > O ^I 'j > b b h N II'j R N b> Ii H^ N N b] lj N ^l Oti Oti O ti ry ti •+-I N �ZA N 2 Mi M 2 R 0+00 0+50 1+00 1+50 2+00 2+50 3+00 STORM SEWER PROFILE - BACK SOUTH 715 715 710 710 705 705 700 700 725 715 720 710 715 705 710 700 705 0+00 0+50 1+00 1+50 2+00 2+50 3+00 STORM SEWER PROFILE - FRONT NORTH 3+50 4+00 PR. GRADE CAST CAV. 0 p IRON srm 66 ± & COMPACTED TO 95% DENSITY 3 LBS 143.6 LBS I B INCLUDING I INCUAING LUGS ICONNCTO)i AND SPECIFIED ON THE PLANS O �, „ $ EX. GRADE Ln - SUBBASE �/� SUBGRADE FREE OF ORGANICS PR. GRADE 11411= r- ILII=1 _- ILII L N�IIaiL9t- ILII=.1 � III=11.= o _ HARSAS DWARE ,11 Qom" �If= HGL-10yr _ \I =7_ ,•--_-\II IJ z+ IA. j� SSTRVCUT "H"DIMENSIONS AREOP � O 7.29 cfs - - - 2.92 cfs O i Y , wEEP HOLE. & COMPACTED TO 100% DENSITY 2.3 ft/s APPROXIMATE ONLY FOR ESTIMATING 15 -ADS N 3.3 ft/s - - p -- -- WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS/�\\� 1 "CLEAR � a Cz� I c CONNECTORS SHALLBE DETERMINED THE (10)24"ADS -- ----- EX. (3) 24" RC '5 - ' L TO COLLAR CONTRACTOR FROM FIELD LD CONDITIONS.w CO_- (1 4) 24 "RC - CL PRELIMINARYHEA VY PA VEMENTSEC77ON 3. WHEN SPECIFIED ON THE PLANS THE Q FOR VOOT ENTRANCE Q 18"CEAR m j - -1,00 yr- 7_077 WITH STANDARD IS -1. THE COST OF 7 II NOTE 5 10 yr = 707.1 - D FAC Of CURB GUTTER e" e" NCDENT& TO THE SHAPING IS TO BE CR K CONTROL JOINT CRACK CONTROL JOINT 2 yr = 706.9' 0.66% INCLUDED N THE 80 PRICE FOR THE ^� Lf) OW 0 oy 11 p o v co II ? n 2 n ui I, W L 0+00 0+50 1+00 1+50 2+00 2+50 3+00 STORM SEWER PROFILE - FRONT NORTH 3+50 4+00 3+50 4+00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 STORM SEWER PROFILE - BACK NORTH PS -1 q -i V2 SECTION CAST IRON _ I 'V- SECTION STEEL NOTES M -:IA -AR IV, I NO PROJECTION OF PIPE ABOVE GROUND LINE 2•-7" LUGS TO BE 1'-3 L 11/x" >' 2'/x" X'/i' TOP OF RLL TOP OF FILL TOP OF iL.l - CAST WITH 1. DEPTH OF INLET tO TO BE SHOWN OR COLLAR -r b'-4" LONG STAANNSDMO DFiE^TN GREATER THAN 10'USE 2. THE "H" DIMENSION SHOWN ON THE CAST CAV. 0 p IRON srm 66 ± & COMPACTED TO 95% DENSITY 3 LBS 143.6 LBS I B INCLUDING I INCUAING LUGS ICONNCTO)i AND SPECIFIED ON THE PLANS O �, „ $ EX. GRADE Ln - SUBBASE �/� SUBGRADE FREE OF ORGANICS PR. GRADE 11411= r- ILII=1 _- ILII L N�IIaiL9t- ILII=.1 � III=11.= o _ HARSAS DWARE ,11 Qom" �If= =11`�II _ \I =7_ ,•--_-\II IJ z+ IA. j� SSTRVCUT "H"DIMENSIONS AREOP � O 7.29 cfs I g O i Y , wEEP HOLE. & COMPACTED TO 100% DENSITY 2.3 ft/s APPROXIMATE ONLY FOR ESTIMATING N - 2Ln - p -- -- WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS/�\\� -' --. � a Cz� I c CONNECTORS SHALLBE DETERMINED THE (10)24"ADS -- ----- 0 ' TO COLLAR CONTRACTOR FROM FIELD LD CONDITIONS.w CO_- (1 4) 24 "RC - CL PRELIMINARYHEA VY PA VEMENTSEC77ON 3. WHEN SPECIFIED ON THE PLANS THE •STEPS." FOR VOOT ENTRANCE 18"CEAR m j - -1,00 yr- 7_077 WITH STANDARD IS -1. THE COST OF 7 II NOTE 5 10 yr = 707.1 - D FAC Of CURB GUTTER e" e" NCDENT& TO THE SHAPING IS TO BE CR K CONTROL JOINT CRACK CONTROL JOINT 2 yr = 706.9' 0.66% INCLUDED N THE 80 PRICE FOR THE OW 0 0O ZtZ O ui I, W L 000 h II O Ln pN Ol II ti O •Z" O Z o ti ff +p 3+50 4+00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 STORM SEWER PROFILE - BACK NORTH PS -1 q -i V2 SECTION CAST IRON _ I 'V- SECTION STEEL NOTES M -:IA -AR IV, I NO PROJECTION OF PIPE ABOVE GROUND LINE 2•-7" LUGS TO BE 1'-3 L 11/x" >' 2'/x" X'/i' TOP OF RLL TOP OF FILL TOP OF iL.l - CAST WITH 1. DEPTH OF INLET tO TO BE SHOWN OR COLLAR -r b'-4" LONG STAANNSDMO DFiE^TN GREATER THAN 10'USE 5+00 5+50 6+00 1 " OF SM -9.5A 4" OF BM -25.0 8" OF 21-B COMPACTED TO 98% DENSITY B 2. THE "H" DIMENSION SHOWN ON THE CAST CAV. 0 p IRON srm 66 ± & COMPACTED TO 95% DENSITY 3 LBS 143.6 LBS I B INCLUDING I INCUAING LUGS ICONNCTO)i AND SPECIFIED ON THE PLANS O �, „ $ Ln - SUBBASE �/� SUBGRADE FREE OF ORGANICS Ilklir•I�f�fjffffff��- 11411= r- ILII=1 _- ILII L N�IIaiL9t- ILII=.1 � III=11.= o _ HARSAS DWARE ,11 Qom" �If= =11`�II _ \I =7_ ,•--_-\II IJ z+ IA. j� SSTRVCUT "H"DIMENSIONS AREOP � O ro � I g O i Y , wEEP HOLE. & COMPACTED TO 100% DENSITY APPROXIMATE ONLY FOR ESTIMATING N 1 - 2Ln p SEE NOTE WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS/�\\� � a Cz� I c CONNECTORS SHALLBE DETERMINED THE J ry 0 ' TO COLLAR CONTRACTOR FROM FIELD LD CONDITIONS.w CO_- PRELIMINARYHEA VY PA VEMENTSEC77ON 3. WHEN SPECIFIED ON THE PLANS THE •STEPS." FOR VOOT ENTRANCE NVERT IS TO BE SHAPED N ACCORDANCE m j II M F BMA WITH STANDARD IS -1. THE COST OF 5+00 5+50 6+00 1 " OF SM -9.5A 4" OF BM -25.0 8" OF 21-B COMPACTED TO 98% DENSITY B 2. THE "H" DIMENSION SHOWN ON THE CAST CAV. 0 p IRON srm 66 ± & COMPACTED TO 95% DENSITY 3 LBS 143.6 LBS I B INCLUDING I INCUAING LUGS ICONNCTO)i 5+00 5+50 6+00 1 " OF SM -9.5A 4" OF BM -25.0 8" OF 21-B COMPACTED TO 98% DENSITY B 2. THE "H" DIMENSION SHOWN ON THE 0 p 95% DENSITY SUBGRADE FREE OF ORGANICS III "�'9 Bees c & COMPACTED TO 95% DENSITY TYPICAL I B B•• T I� AND SPECIFIED ON THE PLANS O �, „ $ Ln - SUBBASE �/� SUBGRADE FREE OF ORGANICS h WILL 8E MEASURED FROM THE INVERT �' WILL BE M r- � h F BMs e O o _ HARSAS DWARE --- OF P1 -M _ \I z+ -BARS F CLOTH YRMT SSTRVCUT "H"DIMENSIONS AREOP � O ro � g O i Y , wEEP HOLE. & COMPACTED TO 100% DENSITY APPROXIMATE ONLY FOR ESTIMATING N 1 - 2Ln p SEE NOTE WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS/�\\� � a Cz� I c CONNECTORS SHALLBE DETERMINED THE J ry 0 ' TO COLLAR CONTRACTOR FROM FIELD LD CONDITIONS.w CO_- PRELIMINARYHEA VY PA VEMENTSEC77ON 3. WHEN SPECIFIED ON THE PLANS THE •STEPS." FOR VOOT ENTRANCE NVERT IS TO BE SHAPED N ACCORDANCE m j II M F BMA WITH STANDARD IS -1. THE COST OF II NOTE 5 FURNISHING AND PLACING &L MATERIALS D FAC Of CURB GUTTER e" e" NCDENT& TO THE SHAPING IS TO BE CR K CONTROL JOINT CRACK CONTROL JOINT INCLUDED N THE 80 PRICE FOR THE -' I " STRUCTURE. 2-D .1 ­ROCKj' PEP 1' OF M Y-2" %y" X tVj X S -/ I /_ • 4" 6 -Mw. PLPN SECTION A -A w. e'•, MAx.2e' FOUNDATION SOFT, YIELDING, OR PLAN LIQ 1 12" 9%,' _� COECT 4. N TPA Evwr THE INVERT OFTHAN TFE PAVEMENT DESIGNIS BASED DNA CBR VALUEOF 6 WHICH IS TYPICAL NORMAL EARTH FOUNDATION FOUNDATION OTHERWISE UNSUITABLE MATERIAL (GRATE REMOVED) r r BOTTOM PIPE IS STRUCTURE. THAN THE A 10- MAX. ( KEYED CONST. JOINT FOR FREDERICK COUNTY. THE VDOT FIELD INSPECTOR MAY REQUIRE BOTTOM T THE STIR HAL B THE AVERT SEE DETAIL A-+ • L-VMIN3LE - MA%. 20' OF THE STRUCTURE SMALL BE SHAPED '- GWUMTTPEk THE "FLEXIBLE PAVEMENT DESIGN WORKSHEET" PER THE '2000 WITH CEMENT MORTAR TO PREVENT 2�-o. ,g - 0" 3'-0" 2" PIPE PROJECTION ABOVE GROUND LINE I'� SECTION B -B STRIDING E. PONDING OF WATER N THE I r B z A 6UPTTEfi H PAVEMENT DESIGN GUIDE" BASED ON OBSERVED FIELD CONDITIONS. IF 'rT STRUCTURE. 71T COST OF FURNISHING �L COLLAR DETAIL ' •• MIN RASED AND LET SH Al MS TO BE INCIDEM& ': SO, THEN THE FINAL PAVEMENT DESIGN IS TO BE SUBMITTED BASED MN. 1.5 X D MN. 1.6 X 0 IAN. 1.5 0 MIN, 1.6 z D MIN. 1.6 , p MIN. 1.5 X D IN INET SHARING O 10 DE STRUCTURE. INCLUDED 21 rrERNc N THE eD P� FOR THE sTBucruRE. I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _r °' = m .. � ON ACTUAL CBR VALUES OBTAINED USING VA TEST METHOD 8. i0P OF FLL TOP OF FILL TOP OF FILL L DIMENSIONS FOR DWW NO W/STE DRAINS T° WATERWAYS 6. STIFFS ARE TO BE FRONDED WHEN H I6 ARS .a CONTRACTOR WILL NOT INSTALL PAVEMENT OR CURBING WITHOUT CAST IRON OILY STANDARD 6M' DDGSFTATER. FOR DETPLS SEE - - - T- - - 1 BNiS i BMS E :v y = DETAIL B 6. THIS ITEM MAY BE PRECAST OR CAST- #8' DIAMETER I'B O BMS E 1NSPECTI�A�AD�/ PPROVAL OF VDOT FIELD INSPECTOR. N -PLACE. wEEP HDLE FRONT ELEVATION B �2'-g" .••1 - - - - - ARS 4'•2" HARDWARE f�� 7. •4 % 6" SMOOTH DOWELS AT (GUTTER REMOVED) // // i// I// �OTM 1'-3" SEE DETNI. MPRW N AILY 12" C -C JA 1 1'�° GROUND . / /// I/i//i Npp10 a - ///i//i// d ///ii////-OROLNO 2'-T I PLACED T KL MEAS MJMENT LINE a _ o w - _LINE 4" DEPTH AGGR. TO ABUTTING CONCRETE TO PREVENT 6X'/," BENT PLATE SECTION 8-8 R A 2 X4" NOTCNHI MAY BE OOWVI ED m g8' S^a FOR r. w SEE BTNI°PDE ICN. .4 FOR EARTH u ROCK OR w e 3" gAMETEft ALTERNATE DESIGN. •� 1/j' R UNYIELDING _ .'. D. COLLAR WEEP HOLE i • H TYPE A NOSE DETp�Lf SN/LL DE USED WRH CG -3 4 CG -7 STANDARDS. - ;'. ;t• L2'/j'X21/2"X'/J' IAN. t/f0 D X O % BEODNG1/g• PER SOL LAN f/1g D ^ i t Z "z SEE NOTE 6 ■` m 6' PLASjIC H�ARDWAREP HOLE /"'LffSN TYPE R NOSE DETOIC�SHALL BE USED WITH CG -2 STANDARDS - RIA. a TYPE A CANONIZED 1' OF H X D X BEDDING �-EMTH 4I ry 12" OR GALVANIZED STEEL WIRE L9iMW TYPE B Vj X 4" STUD SHE -IR CONNECTOR WELDED MN. a", BEDDING MATERIA �u_�n_ig�. pR 24" �������������� WIRE OINETER 0.03",N=Egft 4 MESH GALVANIZED PLATE FOR TYPE A TO BE BENT ," AN ANGLE OF 68.30' TO ANGLE BqJ AT 2'C -C. MAX. 24" MATERIA. 'Nin m'y - HARDWARE CLOTH ANCHOREp FRMLY CONNECTORS ANO IS T° BE ANCHORED WITH Vj' % 4" STUD SHEAR NORMAL EARTH FOUNDATION FOUNDATION SOFT, YIELDING. OR TO THE OUTSIDE OF THE STRUCTURE. WELDED TO BENT PLATE AT 2'C -C. NOSE DETAILS ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL 0" D �����������1 > • D m e. CAST N PLACE CONCRETE IS TO BE MPR. PAVEMENT d e ' d CLASS A3' (3000 PSI). PRECAST DI -3A L 01-M L 01-3C L WARPED PAVEMENT REDOING MATERIAL IN ACCORDANCE WITH .w.... CONCRETE IS TO BE 4000 PSI. ®SECTION 302 OF THE ROA) AND BRIDGE NOTES: + D /" 2" 10. ANY ALTERNATE METHODS OF ANCHORAGE SPECIFICATIONS. SECTION A -A .. FOR PLASTIC PIPE. THE LIMITS OF THE CLASS I BACKFLL MATERIA. SHALL BE SEE DET B •• MEETING THE MUTED F OF THE ENGINEER CLASS I BACKRLL MATERIA N ACCORDANCE EXTENDED TO 12" ABOVE THE TOP OF THE PIPE. CONCRETE QUANTITIES FOR MIN. DEPTH MAY BE SUBSTITUTED TER FOR THE CAST IRON - - - - -- - - -J - - •:•' . WITH SECTION 302 OF THE ROM AND BRIDGE LVG5 AS SHOWN HEREON. 2; i i FOR GENERAL NOTES ON PIPE BEDDNC SEE INSTALLATION OF PIPE CULVERTS APPROXIMATE WEIGHT FLOW FLOW SPECIFICATIONS. 12" C RETE PIPE - 7.440 YD -CO CRETE IIIb JiLQZA RU STORM SEWERS GENERAL NOTES UN SHEET 107.0°. 16" RETE RPE - 1620 CU. YD.CpNNCqETE 7V^ j'," CAGE IRON ii. DUMP NO WASTE DRAINS N WATERWAY i 1 J •••♦�'7 WITH SE BACKFILL MATERIA IN ACCORDANCE 18"241 C TE RPE - i.620 CU. YO. CpNCRETE GRATE 363 ± 76 L85 LETTERING IS TI REQUIRED ET ALL q-1 WITH SECTION 302 OF THE ROAD AND BRIDGE CRUSHED GLASS CONFORMAL TO THE SIZE REQUIREMENTS FOR CRUSHER RUN 24" CONCRETE PIPE - [077 CU. YD. CONCRETEER VARY B LOCATION OF LETTERAO MAY J J DETAIL WHEN USED SPELIFlCATIpNs. AGGREGATE SIZE 15 RID 26 MAY BE USED IN PLACE OF CLASS x BACKFILL. SECTION C -C SECTION D -D VARY BY MANUFACTURER. FOR USE ON GRADES ADJACENT TO CURB ® EMBANKMENT ADDITIONADD AL F69 OOTOFDEPTH. GRATE DETAIL FOR USE N SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRIC& SHEET 1 OF SPECIFICATDN SPECIFICATION rM2 VDOT INSTALL. OF PIPE CULVERTS AND STORM SEWERS REFERENCE VOOT STANDARD DROP INLET REFERENCE STANDARD CURB DROP INLETROAD DGE BTANDMDS ROAD Aro BRIDGE ETRDMDB12" - 30" PIPE MAXIMUM DEPTH (H) - 8'SHEET 1 Oi 4 REVISION DATE CIRC. PIPE BEDDING AND BACKFILL -METHOD "A" 302 SHEET 1 OF 1 BENISON DATE 7r' - zaM PIPE1 MAXIMUM DEPTH (H> • iQ' 233 3 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 104.09 VIRGINIA DEPARTMENT OF TRANSPORTATION. 302 107.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 104.01 2" OF SM -9.5A 3" OF BM -25.0 8"OF21-B COMPACTED TO 98% DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 100% DENSITY ON-SITE HEAVY PAVEMENT SECTION (EVERYWHERE BUT UNDER PARKING STALLS) 720 715 710 705 700 720 715 710 705 700 2" OFSM-9"5A 8" OF 21-B COMPACTED TO 95% DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO I00%DENSITY TYPICAL LIGHT PAVEMENT SECTION UNDER CAR PARKING STALLS ONLY 6" OF 4000 PSI CONCRETE WITH • WIRE MESH (OR #4 @ 12" GRID) 6" OF 21-B COMPACTED TO 95% DENSITY / SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL TRUCK PAD SECTION 4" OF 3500 PSI CONCRETE W/ NATURAL SAND 4" OF 21-B COMPACTED TO 0 p 95% DENSITY SUBGRADE FREE OF ORGANICS pl & COMPACTED TO 95% DENSITY TYPICAL SIDEWALKSECTION 2" OFSM-9"5A 8" OF 21-B COMPACTED TO 95% DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO I00%DENSITY TYPICAL LIGHT PAVEMENT SECTION UNDER CAR PARKING STALLS ONLY 6" OF 4000 PSI CONCRETE WITH • WIRE MESH (OR #4 @ 12" GRID) 6" OF 21-B COMPACTED TO 95% DENSITY / SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL TRUCK PAD SECTION �zQozLA, o W U Q W Wm 0 0 C Z p p Zp p~ Z� ti Z ti O� C gCWZL iy¢�a2~n W Q ti u- K � zz CU�OO�N z O U) W Lu a 0 DATE: JAN, 6, 2020 SCALE: 1" = 5-1 FILE NO. 0634 SHEET S OF 15 pl O LC C: O O Ln '0 h r- � h O o 0 "O O � O ro � T O i r3 O N o O N 7 2Ln ti � o Cz� o c J ry 0 �zQozLA, o W U Q W Wm 0 0 C Z p p Zp p~ Z� ti Z ti O� C gCWZL iy¢�a2~n W Q ti u- K � zz CU�OO�N z O U) W Lu a 0 DATE: JAN, 6, 2020 SCALE: 1" = 5-1 FILE NO. 0634 SHEET S OF 15 IOUIkn STANDARD NeC YtNI AI WdaPl to bo oompaMtl m 85% of 5 0018nl nnden&ry. ,.I d aAll O.D. CONCRETE ENCASEMENT TRENCH & BEDDING -1- edgy by gasxam bdl ds°tam CONCRETE ARCH d'soled edEll MAR18 i i 411 : h� 210 i T M4 r 1n eaawm m rewdnlr,g exit Ida a me fiwng, eTy to InnfalDawlWnl.Wilh.rnnbrpin o1 sato tenthrd ma nwrlp endl be reevdnm. L v reebelnee lerlpet d pro (WC or DIP) D - pl,dArneter D C W 1? IT 19' dY 29' Lpe M W Iar 151 120 160 1W TEE, CROSS, WYE / L - reelrelrretl lenetn d pip 6' JC or DIP) D-plpoelamMm D or I 6 tz• 16 16 I m zd• 2212,11 1/4° L st)1201201 201 mi min 20 HORIZONTAL BEND RESTRAINED JOINTS FOR TEE, CROSS, WYE AND HORIZONTAL BEND -2- All pipe and 11NIngs shell be SDR 35/26. GRAVITY SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS -22- 720 715 710 705 700 FEBD9 e,raanirw do wyt \ 65°bale All plpe and fillings shell be SDR 36/26. GRAVITY SEWER CLEANOUT -24 F® W FEB 0 Di D2 9oN fano of tno Mtlng.hell be mwolnei. In addition, al ldnw within n,a ap W nM lengln or so We. aide ol1P.' W uwr "I he rte nelr ed. L - rewelnm li neN d ppa (PJC or DIP) o = Npo drrnotor `gvkdetl Pipe arN nwr9a e'xa•geakmttl Odl wyo •••-•• eoNemwaltl mp Whep bm0 heVdrl9E kirrod pop (PVC IX DIP) O Geoid FmmryaV0.lna Vafflc boarlrgcr.Itom 6s• m(n) z8 d0 k.. 6o o,c Defreme em mvor. Item No. VB-g'S n(ft) P"re"'Pmallo 28 MMd PA65VLSK (41 tad nm 20 Obnraler maMde Novalve shay m valve bex be'.'tr domo,, cep Min dead gasket entl brass mm©©®®® tYFe nnldwaplrq .teat d,1, o IwNrgemunlereunk equate nese naenetl � �vmn..6 m m,de .1d Pae soon All pipe and 11NIngs shell be SDR 35/26. GRAVITY SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS -22- 720 715 710 705 700 FEBD9 e,raanirw do wyt \ 65°bale All plpe and fillings shell be SDR 36/26. GRAVITY SEWER CLEANOUT -24 F® W FEB 0 Di D2 9oN fano of tno Mtlng.hell be mwolnei. In addition, al ldnw within n,a ap W nM lengln or so We. aide ol1P.' W uwr "I he rte nelr ed. L - rewelnm li neN d ppa (PJC or DIP) o = Npo drrnotor REDUCER 0 Witt mweMwolnntme spadclfal lite<vnrream,myIda cwt lotion Nell ba,mtralrled. D(ft6 D. 11MI12 16 19' 2V 26' L=restrain JlergN) pipe (NCIXDIP) LD Eo D. , 120 151 160 1� pepi(w tlamdA• VALVE, DEAD END RESTRAINED JOINTS FOR REDUCER, GATE VALVE AND DEAD END -3- man W -down bene rewdnm longti dpipe(PVC or DIP) oopih611m1n. Whep bm0 heVdrl9E kirrod pop (PVC IX DIP) I �m� D=NPatlwnnn 6s• m(n) z8 d0 k.. 6o othowmgear mow, �p n(ft) 28 28 51 20 Obnraler maMde Novalve shay n valve bex be'.'tr Irn'. ic t00i2g=ga=Wm mm©©®®® tYFe CLASS 5 d,1, o orb cz m'P.arr; wlreto be tepmtome a PLT or,ndW 4lwrvale; mote uD Into meter Oa<wrop erountl botlan of PRI 9 Wit FREDERICK .... .... '::: .::: valve WATER THIS WATER SERVICE CONFORMSTO THE UNIFORM STATEWIDE BUILDING CODE � 1Y2' AND 2" O y mmorotmlereunn M Ex j roadway box 730 730 v bmckol lumlerietl by O 0 � V CO y o T } REDUCER 0 Witt mweMwolnntme spadclfal lite<vnrream,myIda cwt lotion Nell ba,mtralrled. D(ft6 D. 11MI12 16 19' 2V 26' L=restrain JlergN) pipe (NCIXDIP) LD Eo D. , 120 151 160 1� pepi(w tlamdA• VALVE, DEAD END RESTRAINED JOINTS FOR REDUCER, GATE VALVE AND DEAD END -3- man dawn bona W -down bene rewdnm longti dpipe(PVC or DIP) oopih611m1n. Whep bm0 heVdrl9E kirrod pop (PVC IX DIP) I �m� D=NPatlwnnn 6s• m(n) z8 d0 k.. 6o othowmgear mow, �p n(ft) dawn bona W -down bene rewdnm longti dpipe(PVC or DIP) oopih611m1n. Whep bm0 heVdrl9E kirrod pop (PVC IX DIP) I �m� D=NPatlwnnn 6s• m(n) D Each eldeofanyvehkalonaet bend Nell m n oVelnm. In addtl unyjo. lnellolawnhIn oe apmifim IorgN m seal diet Ilho Mllrg ahetl be reetslrwtl RESTRAINED JOINTS FOR VERTICAL OFFSET -4- FEB 720 715 710 705 700 mrmmte pad l6' aa. x 6 deep Po 6• i rn screw type eajuswtae valve box vaNO Wx 68'mlm localbnrMrkm � etlaPtm D 6' 8' & 12 10,18' &20' 26' 6s• m(n) z8 d0 8o 6o othowmgear mow, �p n(ft) 28 28 51 20 RESTRAINED JOINTS FOR VERTICAL OFFSET -4- FEB 720 715 710 705 700 mrmmte pad l6' aa. x 6 deep Po 6• i rn screw type eajuswtae valve box vaNO Wx 68'mlm localbnrMrkm � etlaPtm D V 8'&12' 16,18'&20' 26' 22,2 Ld (n) 20 'd1 40 40 othowmgear mow, �p Ln (ft) 20 'N 20 20 RESTRAINED JOINTS FOR VERTICAL OFFSET -4- FEB 720 715 710 705 700 mrmmte pad l6' aa. x 6 deep Po 6• i rn screw type eajuswtae valve box vaNO Wx 68'mlm localbnrMrkm � etlaPtm D 6' P&lr 1 .Wtr20' 26' 11 I/a° Ld ap 20 50 20 20 othowmgear mow, �p Lu (ft) 20 20 'm 2D RESTRAINED JOINTS FOR VERTICAL OFFSET -4- FEB 720 715 710 705 700 mrmmte pad l6' aa. x 6 deep Po 6• i rn screw type eajuswtae valve box vaNO Wx 68'mlm localbnrMrkm � etlaPtm 8k8X16 Shctl a0ck f6 ek18' EOW bkG yrSh;Kf. Water Forced Sewer 16',18', 20'sgd 24' GATE VALVE $- APR 09 720 r-1690 26'-y ,�. 6'x 6'x 16'aWla nkJ^t br,rvaNa 6', 8- and 12' 1:�mtcrW w4 BUILDING co rete Pda lB' contrera pie l6 did 6'deeV ONeheb Oatle dl Vo -p 6- nom taewfypeedeuewbk Nota;vaw.I,A 6 r'. 26•min. dsmF 1v b0 othowmgear mow, �p LLJ ti valve ttealnetlt main hot, adlunoble pNa box 3 h PR. GRADE Obnraler maMde Novalve shay n valve bex be'.'tr Irn'. ic t00i2g=ga=Wm eaapmr tYFe CLASS 5 d,1, o orb cz m'P.arr; wlreto be tepmtome a PLT or,ndW 4lwrvale; mote uD Into meter Oa<wrop erountl botlan of PRI 9 Wit FREDERICK .... .... '::: .::: valve WATER 8k8X16 Shctl a0ck f6 ek18' EOW bkG yrSh;Kf. Water Forced Sewer 16',18', 20'sgd 24' GATE VALVE $- APR 09 720 0+00 0+50 1+00 WATERLINE PROFILE - FIRE LINE 715 710 705 700 sarder1 Pad 1=1 der mtpm saner 1:�mtcrW w4 BUILDING nor bore -4 oa topeo O110fo01M0Mk MIP PIaNcpl,q whet nmv, EX. GRADE GNIvalrecurb .,p PJ lotseakntonbfletlopbr' (CTS) both ems with r j geteveNe apmwng nm LLJ ti j. rk. 3 h PR. GRADE Obnraler maMde 48" COVER n flnlNm' d 8•d6ep Irn'. ic t00i2g=ga=Wm pavement or aeM 8" DUCTILE IRO CLASS 5 detOne o orb cz m'P.arr; wlreto be tepmtome a PLT or,ndW 4lwrvale; mote uD Into meter Oa<wrop erountl botlan of PRI TE FREDERICK 1 ~ (WI -0 WATER THIS WATER SERVICE CONFORMSTO THE UNIFORM STATEWIDE BUILDING CODE � 1Y2' AND 2" O y mmorotmlereunn M Ex j roadway box 730 730 v bmckol lumlerietl by O 0 � V CO y o T } F(:Sq OM lnsrelletl by S tubhtg TP 510 p,r 11 fY coaled« a8'aln. /SS lnaerbdall \ 1 '� a'r6er oacikn lwm n c a �eore7 dwnetarmanhole ) Z wN mo,ae \ Q OO Z CO W ti OR ti I— -i Zti W 11 ti h �� DO Q ti Qti DO O Y LULI h zr. r W b m o TWry 0 � 0 0 0+00 0+50 1+00 WATERLINE PROFILE - FIRE LINE 715 710 705 700 725 725 720 720 715 715 710 710 705 700 0 CJ sarder1 Pad 1=1 der mtpm saner 1:�mtcrW w4 CmldnTem Paxue 24'mannae Drat no. Do nor bore -4 oa topeo O110fo01M0Mk MIP PIaNcpl,q whet nmv, etlhal 1rinesaltlYcumonrS"(meerbyF=iutyl GNIvalrecurb .,p PJ lotseakntonbfletlopbr' (CTS) both ems with r j geteveNe apmwng nm LLJ ti j. rk. 3 h etrrol sn11e 1. W,,mrvlro eor Obnraler maMde rona4e petl 10'01 n flnlNm' d 8•d6ep Irn'. ic t00i2g=ga=Wm pavement or aeM adWhtu 2.In fto12 uWa (Im Iim beW In, Q LcjLc detOne o orb cz m'P.arr; wlreto be tepmtome a PLT or,ndW 4lwrvale; mote uD Into meter Oa<wrop erountl botlan of PR mgle bell vaNB; brrrllnnawM 12' fell pieGel. CUlOIIT DETAIL 1 ~ (WI -0 THIS WATER SERVICE CONFORMSTO THE UNIFORM STATEWIDE BUILDING CODE � 1Y2' AND 2" O y mmorotmlereunn M -J- FEB W roadway box 730 730 v bmckol lumlerietl by O 0 M 0 r CTS pOlyetlrybx 2T-�' T } F(:Sq OM lnsrelletl by S tubhtg TP 510 p,r Q, fY coaled« a8'aln. /SS lnaerbdall \ 1 '� a'r6er oacikn lwm n c a �eore7 dwnetarmanhole ) wN mo,ae 725 725 720 720 715 715 710 710 705 700 0 CJ sarder1 Pad 1=1 der mtpm saner nod. wM 12 PaugOoollatMoleha p,IXFIPcouplNg dna aOPPor Mre for line Ve?'n0, mrjWDlUn atop topeo O110fo01M0Mk MIP PIaNcpl,q whet nmv, (see mre6) GNIvalrecurb .,p PJ O (CTS) both ems with r j geteveNe apmwng nm LLJ ti j. NO ES: 3 h etrrol sn11e 1. W,,mrvlro eor '�O pencase.In NHap PVC orSMwdIp0.Tba PIWnOataA SM n Imm etymanawrea.evma wen. v Irn'. ic t00i2g=ga=Wm 9' adWhtu 2.In fto12 uWa (Im Iim beW In, Q LcjLc .M merWxwire nem mop, w Iatdre mdmbox 1 wrap wire o orb cz m'P.arr; wlreto be tepmtome a PLT or,ndW 4lwrvale; mote uD Into meter Oa<wrop erountl botlan of PR mgle bell vaNB; brrrllnnawM 12' fell pieGel. CUlOIIT DETAIL 1 (WI -0 THIS WATER SERVICE CONFORMSTO THE UNIFORM STATEWIDE BUILDING CODE � 1Y2' AND 2" O METER INSTALLATION M -J- FEB W 730 730 725 725 720 720 715 715 710 710 705 700 0 CJ W W I(j o 2 a w O O Q LLj Z j LLJ ti j. — 3 h '�O 0 Q n C O v Q p O W ti In, Q LcjLc LLJ ti o GRADE EX. DE G� PR 18" CLEA 1 C H C� � C DO O M W ti M u,03 C >1 v O 0 O 0 M 0 L 725 725 720 720 715 715 710 710 705 700 0 CJ pl I(j o Q L� O O W j j. — ai '�O v n C O Q p O In, Q LcjLc LLJ ti Ln ti Cc ~ 1 C �O � O ,V cm W M E C >1 v p O o 31 L N S Q, ti CD \ i �r�.L V a n c 0 ) �NiA �t~�G DO O VO 00 d LPI `% :D PCO p, v "L�OJ 2Q�(j) LL'z zJC) a Lu CC::'Lu CC Qp':p 'y 2 (::, P- m U y ¢ 2 2 Cz Z�c cdi WLAJ aIzzr„Z W C W Z Z m Q V ��U�v�zI- ou�'g V o00Lr1N 705 z 700 0+00 0+50 WATERLINE PROFILE TIE TO EXISTING 720 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 WATERLINE PROFILE - FRONT TO BACK OF BUILDING 9+00 9+50 10+00 10+50 11+00 11+50 11+00 12+50 13+00 13+50 715 710 705 700 O U) W W Q 0 W j. J O � O o a~ Q In, Q LcjLc LLJ ti ti Cc ~ 1 U �O � O WJ W � W �(6 J J S PR. GRADE -- ''- "COVER 18' CLEAR -- 18" CL R 8" DUCTILE IRO CLASS 52 18" CLEAR 18"8 _ -- -- u- ujuj W j 1 O �Z Eli Z� OW °D 0j Z C W c oD CC CC ti ti tom Stim U, to C s C7 ro O W 3 4� ob C� C� m N DOo O W d� W W W 2 lWU Z m LijLLt LL1 Q ll1 m Q J - Q m Q' -_—s\i'-O W Z iu�ti 2Z¢ 0 CZ ti Z h� o 7 ti N o v h � TV1 W Q W o �V O ZK V h W O N 0 OJ `b S b N Q H co W ti OWO N N M ^ UO O ti �p l Lh 11 �W a b W a^moi "D b ti 'F to n T� IWiI v-1 �1 ti hl 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 WATERLINE PROFILE - FRONT TO BACK OF BUILDING 9+00 9+50 10+00 10+50 11+00 11+50 11+00 12+50 13+00 13+50 715 710 705 700 O U) W W Q 0 DATE: ]AN, 6, 2020 SCALE: 1" = 5 -/50 - FILE NO. 0634 SHEET 6 OF 15 W j. J O � O o a~ Q In, Q LcjLc LLJ ti ti Cc ~ 1 U �O � O WJ W � W �(6 J J S DATE: ]AN, 6, 2020 SCALE: 1" = 5 -/50 - FILE NO. 0634 SHEET 6 OF 15 ITE I AM PEAK HOUR PM PEAK HOUR CODE ITE USE AREA 390'SI IN OUT TOTAL 1. WHEN THE LIXVWT"& PPE COHECTS DIRECTLY INTO A DRAINAGE STRUCTURE UOROP MET, MNEME, EGT.I. ADT Lane WIUN Feet) 10 11 NON -PERFORATED OUTLET POPES ARE NOT PIQUED, 150 WAREHOUSE 1 159,0000 2. INVERT ELEVATION AT WRET END OF WREET PPE TO SE A MWMIIM OF 1'-0" ABOVE INVERT ELEVATION OF 10 116 126 W.T. 16s NOMINAL D METER 935 2. CiCNAPSTE TO BE CLASS AJ F CAST IN MACE. SMOOTH WALL PVC .153 1 ESTIMATED THAT TRAFFIC WILL BE EVENLY SPLIT TO/FROM RT 661 & RT 861 bJACENi TRAVEL LANE AWH4l PAVEMENT W9EwAL LEFT TURN ANALYSIS EST PHV RIGHT TURNS - (IN) = 0, (OUT) = 15; EST PHV LEFT TURNS (IN) =15, (OUT) =0 4000 SI IF PRECAST. _ _ - , SHOWN CN PLANS ROUTE 863 - LOCAL STREET - POSTED 35 MPH ROADSIDE SIGN PHV = AADT x 11% S. THE NORM& DEPTH OF UDERORAN IS TO BE 4'-0" BELOW THE FEAR hood OG PAVEMENT AS SHOWN. THE RURAL DISTRICT OPPOSING VOLUME RT 863 PHV CC 710 x 11% =78 RIGHT TURN ANALYSIS lY'a EDGE OF EXISWG PAVEMENT EXI IN RT 863- PHV LEFT TURNS= 39 PHV = AADT x ll % LEFT TURN LANES SHALL BE CONSIDERED WITH LEFT TURN PHV IS >100 �i RT863 PHV = 710 x 11% = 78 Ip5 pOF IN FELE1 120 100 O S cc W (L 80 W W J U W Cd 60 Z tr Ila - H c=7 40 cc 7 2 IL 20 IN OUT TOTAL 74 51 125 100 200 300 400 S00 600 700 PHV APPROACH TOTAL, VEHICLES PER HOUR W-1 �PAVEO SUWA.OER ,-6" �. SELECT NATEflIR ON pAVFAIENi �� PAVE4FNT AGGREGATE EGATE BeYB SEABILMATERIAL $wCRIBE •4 pGCAECATE DR CRUSHED MATERIAL P SPELFIEO GLASS WETNNG XB SUBGRODE -ca SwCRIDE GRADATDN REOHFdAENTS. 057 AGGFEGATE,XB AGGREGATE \ OR CRJS1ffG GLASS; MEETING *SELECT MATERNAL. CRY 08 MNAOATION REQUIREMENTS, STA IZED SLBGRADE v1_1 VIRM " :: G:' PIPE MATERIAL •`/ alN rl� (EDGE OF PAVED SIIOU.OER p -a=: e" on nlHol Stop Sip (R1-1) PAVED SHOULDER SECTION CURB AND GUTTER SECTION STOP signs are intended for use where traffic is required to stop. The STOP sign shall be an ocogon with white message and border on a red i•.0•' - background, The standard size shall be 30 x 30 inches. Where greater TRENCH WITH AGGREGATE ealphuds or visibility is required, a larger size is recommended. PAVFJA IW TD ELBOW, SUBBASE NATENYAL PPE M PEAFpiATEO. CONNECTION R:. SUE(GRADE mWl crop m ea pae 45• EMODIN (RI -3) should be mounted USI rlo each STOP Sign Ifthe number of NS> AGGflEGATE,Xe AGGREGATE a r PAY IJWTS FOR COMECTION approach legs to the mtersection B Ibeer o more, the numeral on the OR CRUSHED GLASS MEETING OUTLET PPE TO .UPPI memXzy plate Shall;Orrespond to the actual number Of legs, or the N8 GRADATION REOUREIENTS. - OEM WRA 45• legend ALL -WAY (RI -4) may be used. The supplememary plat, shall 6" PPE ' have white letters on a nza back our, and shall have a standard,izc of 12 H MADDE , IF OR x 6 inches (RI -3) Or IS x 6 inches (Rl-3 SrA911.IZEp $wGR.YIE NATEPo& P SPECIFlEO EW -12 A STOP sign beacon or beacons may be use; !r on WITHOUT PAVED SHOULDER mPc&1 innnmT with a STOP lien a= described in section 4E-4. PLAN VIEW OF OUTLET PIPE AT FILL Saoadery messages shall not be used on STOP Sign faces. TYPE OF PPE CRUSHING ST To 6. WHERE THE BOTTOM OF SELECT MATERIAL IS GREATER DM 4'-0" BELOW THE PAVEMENT THE BOTTOM OF THE TT- -T 10-� LM�-TERuRTrFR m IS To BE COLVCWENT WITH THE BOTTOM OF SELECTYATERA, A`U THE TREtICHI DEPTH AD BAXRL W.T. B" NOWNK OIAETER OUAHTTY INCREASfD ACCORDNCLY. n BNooTH WM1 PVC .153 >. WE USED WITH STA9NZED WQ!-GRIPED DRA4HH£ LATER, THE BOTTOM OF THE CURB MD GUTTER SHALL 't Car & P >0 P9 SLE%3f BE EN NWTRUCTED PAR&LEL TO THE SLOPE OF SUBBASE CpWSES BUT TO THE DEPTH OF THE PAVEMENT. z 8. OUTLET PPE TO WE SECURELY CONNECTED TO EW-12gE OTHER DRAINAGE STRUCTURE. N WALL THICKNESS IWMI - RACHIS B. VOENOTES WATER MOLE. M3B3<5t, ACDEFCORDING TO ASTM D-2412 AT D. OUTLET PPE COWHGURATION TO PROVIDE FOR PASSAGE a NSPECTON CAMERA WITH 2'/z" I. D. HEAD. �" STANDARD GROUNDWATER UNDERDRAIN ROAD A`D 8� S AVO0.Ros 2{0 501 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE 9lIEI 1 OF 1 01 ae.ot R1-1 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 863 is 710 vehicles per day (2015 AADT-034) with a posted speed limit of 35 mph. 2. The project is located 815' north of the intersection with Route 861 F-732 in Stonewall Industrial Park in Frederick County. 3. The work consists of installing a new moderate volume commercial entrance. 4. The work zone will be approximately 100 feet in length for the entrance. 5. The work zone will consist of shoulder closures and temporary closure on the south bound shoulder of Route 863, 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-4.1 of the VWAPM. The lane closure will follow TTC-23.1 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. A 10' shared use path adjacent to the work zone must remain open during construction. 13. The Contractor is responsible for designating a person assigned to the project who will have the primary responsibility, with sufficient authority, for implementing the TMP. 14. Contractor personnel assigned to the project must be trained in traffic control to a level commensurate with their responsibilities in accordance with VDOT's work zone traffic control training guidelines. 15. At a minimum, the Contractor shall perform daily reviews of the work zone to ensure compliance with contract documents and established specifications and standards. Typical Sections. - See Entrance design Plans Details - See Entrance Design Plans Schematic layout of work zone - See Entrance Design Plans Public Communications Plan a. The Contractor shall notifythe VDOT Project Manager/ResidencyAdministrator of scheduled general work plans and traffic delays a minimum of seven 7 days prior implementation of the work. VDOT will ] 9 p Y () Y P P 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 immediate) known to VDOT. Y b. The Contractor shall notify the VDOT Project Manager/Residency Administrator of specific work requiring lane shifts, lane closures and/or phase changes a minimum of two (2) working days prior to implementing that specific activity. Activities requiring height, width, and weight restrictions require notification ten (10) working days prior to the specific activity. c. The Contractor shall notify the VDOT Project Manager/Residency Administrator of any unscheduled traffic delays immediately upon knowing the change to the work schedule. Transportation Operations Plan - Not required. The work zone is less than 1/2 mile in length. Section 2B.04 STOP Sign (R1-1) Standard: When a sign is used to indicate that traffic is always required to stop, a STOP (R1-1) sign (see Figure 2B-1) shall be used. The STOP sign shall be an octagon with a white legend and border on a red background. Secondary legends shall not be used on STOP sign faces. If appropriate, a supplemental plaque (R1-3 or R1-4) 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 of approach legs controlled by STOP signs at an intersections three or more, the numeral on the supplemental plaque, if used, shall correspond to the actual number of legs controlled by STOP signs. At intersections where all approaches are controlled by STOP signs (see Section 2B.07), a supplemental plaque (RI -3 or RI -4) shall be mounted below each STOP sign. Option ALL WAY (RI -4) supplemental plaque may be used instead of the 4 -WAY (RI -3) supplemental plaque. Support:The design and application of Stop Beacons are described in Section 4K.05. All STOP signs must be 3011x30'' in the Edinburg residency. Section 2B.06 STOP Sign Placement Standard: The STOP sign shall be installed on the right side of the approach to which it applies. When the STOP sign is installed at this required location and the sign visibility is restricted, a Stop Ahead sign (see Section 2C.29) shall be installed in advance of the STOP sign. The STOP sign shall be located as close as practical to the intersection it regulates, while optimizing its visibility to the road user it is intended to regulate. STOP signs and YIELD signs shall not be mounted on the same post. Guidance: Other than a DO NOT ENTER sign, no sign should be mounted back-to-back with a STOP sign in a manner that obscures the shape of the STOP sign. 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 3B-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 tines should be 24 inches wide and white thermoplastic. Guidance: Stop lines should be used to indicate the point behind which vehicles are required to stop, in compliance with a STOP (R1-1) sign, traffic control signal, or some other traffic control device, except YIELD signs. The individual triangles comprising the yield line should have a base of 300 to 600 mm (12 to 24 in) wide and a height equal to 1.5 times the base. The space between the triangles should be 75 to 300 nun (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 (R1-2) sign or a Yield Here to Pedestrians (R1-5 or R1 -5a) sign. Guidance: If used, stop and yield lines should be placed a minimum of 1.2 m (4 ft) in advance of the nearest crosswalk line at controlled intersections, except for yield lines at roundabout intersections as provided for in Section 3B.24 and at midblock crosswalks. In the absence of a marked crosswalk, the stop line or yield line should be placed at the desired stopping or yielding point, but should be placed no more than 9 m (30 ft) nor less than 1.2 m (4 ft) from the nearest edge of the intersecting traveled way. Stop lines should be placed to allow sufficient sight distance to all other approaches to an intersection. If used at an unsignalized midblock crosswalk, yield lines should be placed adjacent to the Yield Here to Pedestrians sign located 6.1 to 15 m (20 to 50 ft) in advance of the nearest crosswalk line, and parking should be prohibited in the area between the yield line and the crosswalk (see Figure 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. 735 730 725 720 V,!NOP ^,ROSSRC-'.= 0 3 S 2 O IZZ Z 2 O Z QO ^ J 110it) QO .,JtiZ �E�oo U~ I I m� 3 O S0) CNI CN IF) �� O ZLu� 2roro Cc ( mNd tD �tO Q) Q) �mNa RJ� W �x Q ti R R, CD k X U I Q k Z U W^ U U Cr W L ^� N^ W W?CD a5 f 27• 290---� 29'--�- 27- CC- 9-�- CG -1 1 ENTRANCE I 40' 51' I f l f 1 12' ® 2-39 12' @ 2-3� 12' @ 2q f --12" OF 21B 12' @ 290 114'@291 25' @ 29 TAPER f T T 1 2'-6'(CG-6) RT 863 Widening Profile CL Entrance Profile - Route 863 PAVEMENT DESIGN IS BASED ON A CBR VALUE OF 6 WHICH IS TYPICAL FOR FREDERICK COUNTY. THE VDOT FIELD INSPECTOR MAY REQUIRE THE FLEXIBLE PAVEMENT DESIGN WORKSHEET" PER THE "2000 PAVEMENT DESIGN GUIDE" BASED ON OBSERVED FIELD CONDITIONS. IF SO, 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 INSPECTI� PPR 0VAL OF VP0T FIELD INSPECTOR. m NOTES: 390'SI LONGITUDINAL PERFORATED PIPE 1. WHEN THE LIXVWT"& PPE COHECTS DIRECTLY INTO A DRAINAGE STRUCTURE UOROP MET, MNEME, EGT.I. 9 Lane WIUN Feet) 10 11 NON -PERFORATED OUTLET POPES ARE NOT PIQUED, 35 MPH TYPE OF %PE C1DSf4C STRENGTH 2. INVERT ELEVATION AT WRET END OF WREET PPE TO SE A MWMIIM OF 1'-0" ABOVE INVERT ELEVATION OF 115 W.T. 16s NOMINAL D METER RECETVWG ORNNAGE ORCH OR STPUCLIPE. 2. CiCNAPSTE TO BE CLASS AJ F CAST IN MACE. SMOOTH WALL PVC .153 1 3. ALL CONNECTN.WS (ELBOWS. WYES, ETC.) WRHN PAY LINTS FOR OUTLET PPE /RE TO BE OF THE SNE CRUSHING bJACENi TRAVEL LANE AWH4l PAVEMENT W9EwAL CORRl10ATEO BE AW1To M-252 STRENGTH AS THE OUTLET PPE. 4000 SI IF PRECAST. _ _ - , SHOWN CN PLANS 4. OUTLET PPE ARE TO BE NST&LED ON 2 X WN. t3 X DESIRABLE) GRADE. ROADSIDE SIGN NDN -PERFORATED OUTLET PIPE S. THE NORM& DEPTH OF UDERORAN IS TO BE 4'-0" BELOW THE FEAR hood OG PAVEMENT AS SHOWN. THE RURAL DISTRICT / CG'[ Der CC'6 L LONGITL9l91A_ GRADE OF THE "ER M SHALL FOLLOW THAT OF THE ROADWAY WITH A Ma GAUDE OF 0.2 X lY'a EDGE OF EXISWG PAVEMENT EXI IN TYPE OF PPE CRUSHING ST To 6. WHERE THE BOTTOM OF SELECT MATERIAL IS GREATER DM 4'-0" BELOW THE PAVEMENT THE BOTTOM OF THE TT- -T 10-� LM�-TERuRTrFR m IS To BE COLVCWENT WITH THE BOTTOM OF SELECTYATERA, A`U THE TREtICHI DEPTH AD BAXRL W.T. B" NOWNK OIAETER OUAHTTY INCREASfD ACCORDNCLY. n BNooTH WM1 PVC .153 >. WE USED WITH STA9NZED WQ!-GRIPED DRA4HH£ LATER, THE BOTTOM OF THE CURB MD GUTTER SHALL 't Car & P >0 P9 SLE%3f BE EN NWTRUCTED PAR&LEL TO THE SLOPE OF SUBBASE CpWSES BUT TO THE DEPTH OF THE PAVEMENT. z 8. OUTLET PPE TO WE SECURELY CONNECTED TO EW-12gE OTHER DRAINAGE STRUCTURE. N WALL THICKNESS IWMI - RACHIS B. VOENOTES WATER MOLE. M3B3<5t, ACDEFCORDING TO ASTM D-2412 AT D. OUTLET PPE COWHGURATION TO PROVIDE FOR PASSAGE a NSPECTON CAMERA WITH 2'/z" I. D. HEAD. �" STANDARD GROUNDWATER UNDERDRAIN ROAD A`D 8� S AVO0.Ros 2{0 501 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE 9lIEI 1 OF 1 01 ae.ot R1-1 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 863 is 710 vehicles per day (2015 AADT-034) with a posted speed limit of 35 mph. 2. The project is located 815' north of the intersection with Route 861 F-732 in Stonewall Industrial Park in Frederick County. 3. The work consists of installing a new moderate volume commercial entrance. 4. The work zone will be approximately 100 feet in length for the entrance. 5. The work zone will consist of shoulder closures and temporary closure on the south bound shoulder of Route 863, 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-4.1 of the VWAPM. The lane closure will follow TTC-23.1 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. A 10' shared use path adjacent to the work zone must remain open during construction. 13. The Contractor is responsible for designating a person assigned to the project who will have the primary responsibility, with sufficient authority, for implementing the TMP. 14. Contractor personnel assigned to the project must be trained in traffic control to a level commensurate with their responsibilities in accordance with VDOT's work zone traffic control training guidelines. 15. At a minimum, the Contractor shall perform daily reviews of the work zone to ensure compliance with contract documents and established specifications and standards. Typical Sections. - See Entrance design Plans Details - See Entrance Design Plans Schematic layout of work zone - See Entrance Design Plans Public Communications Plan a. The Contractor shall notifythe VDOT Project Manager/ResidencyAdministrator of scheduled general work plans and traffic delays a minimum of seven 7 days prior implementation of the work. VDOT will ] 9 p Y () Y P P 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 immediate) known to VDOT. Y b. The Contractor shall notify the VDOT Project Manager/Residency Administrator of specific work requiring lane shifts, lane closures and/or phase changes a minimum of two (2) working days prior to implementing that specific activity. Activities requiring height, width, and weight restrictions require notification ten (10) working days prior to the specific activity. c. The Contractor shall notify the VDOT Project Manager/Residency Administrator of any unscheduled traffic delays immediately upon knowing the change to the work schedule. Transportation Operations Plan - Not required. The work zone is less than 1/2 mile in length. Section 2B.04 STOP Sign (R1-1) Standard: When a sign is used to indicate that traffic is always required to stop, a STOP (R1-1) sign (see Figure 2B-1) shall be used. The STOP sign shall be an octagon with a white legend and border on a red background. Secondary legends shall not be used on STOP sign faces. If appropriate, a supplemental plaque (R1-3 or R1-4) 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 of approach legs controlled by STOP signs at an intersections three or more, the numeral on the supplemental plaque, if used, shall correspond to the actual number of legs controlled by STOP signs. At intersections where all approaches are controlled by STOP signs (see Section 2B.07), a supplemental plaque (RI -3 or RI -4) shall be mounted below each STOP sign. Option ALL WAY (RI -4) supplemental plaque may be used instead of the 4 -WAY (RI -3) supplemental plaque. Support:The design and application of Stop Beacons are described in Section 4K.05. All STOP signs must be 3011x30'' in the Edinburg residency. Section 2B.06 STOP Sign Placement Standard: The STOP sign shall be installed on the right side of the approach to which it applies. When the STOP sign is installed at this required location and the sign visibility is restricted, a Stop Ahead sign (see Section 2C.29) shall be installed in advance of the STOP sign. The STOP sign shall be located as close as practical to the intersection it regulates, while optimizing its visibility to the road user it is intended to regulate. STOP signs and YIELD signs shall not be mounted on the same post. Guidance: Other than a DO NOT ENTER sign, no sign should be mounted back-to-back with a STOP sign in a manner that obscures the shape of the STOP sign. 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 3B-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 tines should be 24 inches wide and white thermoplastic. Guidance: Stop lines should be used to indicate the point behind which vehicles are required to stop, in compliance with a STOP (R1-1) sign, traffic control signal, or some other traffic control device, except YIELD signs. The individual triangles comprising the yield line should have a base of 300 to 600 mm (12 to 24 in) wide and a height equal to 1.5 times the base. The space between the triangles should be 75 to 300 nun (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 (R1-2) sign or a Yield Here to Pedestrians (R1-5 or R1 -5a) sign. Guidance: If used, stop and yield lines should be placed a minimum of 1.2 m (4 ft) in advance of the nearest crosswalk line at controlled intersections, except for yield lines at roundabout intersections as provided for in Section 3B.24 and at midblock crosswalks. In the absence of a marked crosswalk, the stop line or yield line should be placed at the desired stopping or yielding point, but should be placed no more than 9 m (30 ft) nor less than 1.2 m (4 ft) from the nearest edge of the intersecting traveled way. Stop lines should be placed to allow sufficient sight distance to all other approaches to an intersection. If used at an unsignalized midblock crosswalk, yield lines should be placed adjacent to the Yield Here to Pedestrians sign located 6.1 to 15 m (20 to 50 ft) in advance of the nearest crosswalk line, and parking should be prohibited in the area between the yield line and the crosswalk (see Figure 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. 735 730 725 720 V,!NOP ^,ROSSRC-'.= 0 3 S 2 O IZZ Z 2 O Z QO ^ J 110it) QO .,JtiZ �E�oo U~ I I m� 3 O S0) CNI CN IF) �� O ZLu� 2roro Cc ( mNd tD �tO Q) Q) �mNa RJ� W �x Q ti R R, CD k X U I Q k Z U W^ U U Cr W L ^� N^ W W?CD a5 f 27• 290---� 29'--�- 27- CC- 9-�- CG -1 1 ENTRANCE I 40' 51' I f l f 1 12' ® 2-39 12' @ 2-3� 12' @ 2q f --12" OF 21B 12' @ 290 114'@291 25' @ 29 TAPER f T T 1 2'-6'(CG-6) RT 863 Widening Profile CL Entrance Profile - Route 863 PAVEMENT DESIGN IS BASED ON A CBR VALUE OF 6 WHICH IS TYPICAL FOR FREDERICK COUNTY. THE VDOT FIELD INSPECTOR MAY REQUIRE THE FLEXIBLE PAVEMENT DESIGN WORKSHEET" PER THE "2000 PAVEMENT DESIGN GUIDE" BASED ON OBSERVED FIELD CONDITIONS. IF SO, 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 INSPECTI� PPR 0VAL OF VP0T FIELD INSPECTOR. m Taper langm(C) 390'SI HT LINE - SOUT GENERAL NOTES 9 Lane WIUN Feet) 10 11 RT 863 35 MPH I INS TO BE AS AS NNtBE ROADWAY(SEE NOTE 3) 105 115 125 30 2. CiCNAPSTE TO BE CLASS AJ F CAST IN MACE. SHOWN ON PLM'SI IRN%15 TO BE AS 1. WHEN USED N CONJUNCTKKI WITH STANDARD CG -3 CRY CG -T. THE CURB FACE 04 IM STANDARD R TO bJACENi TRAVEL LANE AWH4l PAVEMENT W9EwAL 35 165 4000 SI IF PRECAST. _ _ - , SHOWN CN PLANS TED To MATCH THE MOW E CURB 40 240 _ 1 MEAN AT Up CUID h CUTTER HAVING A RADIUS / CG'[ Der CC'6 L OH� lY'a EDGE OF EXISWG PAVEMENT EXI IN 495 OF EDS FEET OR LESS (LONG FACE CE CURBI SILL SE PH0 FOR AS RbIPt MM.AlgN CURB L �i 2 SEE STANDARD M-12 FOR CUBA RAP DESIGN TO � Ip5 pOF IN FELE1 fioo A. / B SIDEWALK --- - � USED WITH THIS STANDARD. in 66060 4. FpR USE Wnry siiSLIZED OPEN GRPIXO $E[E&H ---;_ INOTE 650 TACK COAT THE PROPOSED CONSr0.11CTI0N JOINT FXISTPIG AWN&T LAYEflS PROPOSED ASPNN.t LAYERS ENE DRNNa£ uYER, THE POTTLA OF mF CVRB AMR CUTTER 5I{�y� EE CONSTR.KIFD PARALLEL 61 1yE OPTION& UNPAVED SPACE 3, MANtPE PAVEMENT SHALL BE CpISiRUCTEO TO THE M0 TO THE ACRE OF SUBRASE CEURGES AW TO THE DEPTH OF THE PAVEMENT. .�j, ROW LINE =CTC -- --�---- WW LINE IE%CEPT MV Sl WG STrBE MA REg O FOR MANLAE PAVEMENT WHICH CM 8E pperbn9111s (ter Liow.c Abbe. ee hwe en,a1141W01eet. Snowem Taper= R L Wma:um EXPAd5I0N JDWT M EMMSDN OMITTED W THE EMPLANE.> E%ISLWG SVBBASE PROPOSED sU�0.SE S. 7H5 CURB MAY BE USED WHEN DESIGN SPEED 5 40 NPA OR NICE 'ORT 1. RIOT& M COA6WATED CEYO AND Cl 2" R ON RJR& HIGHWAYS AND 45 APH GR - _ _ _ NOTE: WIDTH •6• T-0•• OR AS W YMf.Yff ROADWAY ALL CT RE VW EKCEPTFOR RREPPIACEMENTEPURPPO NNE VW LINE LESS N DEVELOPED URBAN a SUBURBAN AREAS, THESE DESIGN SPEEDS ARE GNpWN OM TYPIC& ACTION A COMPACTED SIIBGrIWE EXCEEDED STANCARO LL -7 IS SECURED. PLAN VIEW ENTRANCE NOTES CONSTRUCTION JOINT DETAIL 390, D S. WHEN THE ENTRANCE RAW CANNOT ACCOMMOUME THE TURNING WOLYEYENTS OF ANTICIPATED HEAVY TRIMY. ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE MTH PROPOSED MAH&T WIDENING LAYERS fi" YXYBE ROADWAY SLOPE TRWGIC THE DEPTH FOR SMEWAEt L CL&D RAINS WITHIN fHE Md OE THE RADi SHOULD ® H10POff0 MMYVM I'/ WLN THICK 0.5M&T SURFACE COURSE (SEE NOTE 51 • x•:r o o 10'PAPABCUC CURVE LENTRMCE OKY) EWE OF PAVEMENT OR 8X NA%. 0 WEPEASED TO T•. (SEE cc-rn a MINIMUM 12 hCHES, OR GREATER AS NECESSARY TO ABIFT THE FULL TWCKWSS OF EXISTING ASIPA&T LAYERS D D D D D OPTION& ROW LNE 9.0PE CN4VCE-, ® - - _ _ _ p i 6. PLANE ARE TO INDICATE WHEN CMSTRUCTION OF A FLOW AS DETERMINED BY CORES GSEE NOTE 31 e • • n n • o o i• v _ _ _ _ oNd, MVTK R0...Y ___-_ NOTE 71 RX MAX. ® _ _ D LHME IS REQUIRED TO PROVIDE FOyTVE dtANAGE ANROSS J, THE DES UNN E AND MAKWUNU ENTRANCE GRAIL[ CHANGES Ry e e o RUE GVHGE 0• ARE LISTED W THE &wWAIN E ENTRANCE GRADE NOTES: D D D D D D TABLE. TALKED ME WT APRICAKE TO STREET e __ _ 5'MN O'SEENUN FOP CONNECTIONS. 1, ASPHALT PAVEMENT W'AE G SHNL HAVE A PAVEMENT DESIGN W ACCORDANCE WITH CURRENT VDOT PROCEDURES MD BE APPROVED BY THE ENGINEER. - ____ _ - THE 807DM OF THENRB AVO COMMERCIAL ENTRANCE INTERSECTION NOTES 2. THE PAVEMENT DESIGN FOR ASPHALT PAWAl WIDENING SHALL MEET OR EXCEED THE MP1M5 MD TYPES OF THE LAYERS OF EXISTING PAVEMENT, GUTTER MAT BE CONSTRUCTED SWSURfA E DRAINAGE OF THE TASTING AND PROPOSED PAVEMENT SHALL 8E ADDRESSED IN THE PAVEMENT PC$. PMALEL TO THE SLOPE OF SUBBASE CEASES PROVIDED A . .. GF 1 IN CONSTRUCT CRWE CHANCES WITH A PAR MIC WRVS. 8. WHEN CG -115 USED FOV STREET CONNECTIONS, THE CONNECTION MUST SE DESIGNED N AGREE NS WITH A45NTO POLICY MDI THE MrUCMIE KFUNNERFUR. J. A MINUNM OF THREE CORES SHALL BE TAKEN &ONG THE CENTER OF THE ADJACENT TRAVEL LME To DETERMINE THE TYPE Nq THICKNESS OF EXISTING PAVEMENT LAYERS. THEME COPES SHALL BE SPACED NO MORE I.N. 500 FEET MMT. ' NNCOH SECTION A - A OAK DESIGN EIGHT INSTANCE �0.WEWNMT'9.G STOPPING 4. THE ADJACENT TRAVEL LAE SHALL BE MILLED A MNMUN DEPTH OF 1'/ INCHES A'9 REPLACED WITH M ASPHALT SURFANE COURSE TO MATCH THE TH5 AREA MAY BE CONCRETE AT iK OPTION OF THE CONTRACTOR p. ELOWLWE WT REOI'IPE WARLA^ A PROPOSED PAVEMENT WIDENING SURFACE CWRSE, UNLESS WAVES BY THE ENGINEER. y 4"Hr PORTION DR PORTION H GLITTER TO BobVpE POSITIVE ORNNA£ KR035 THE NIERSECigH1 5. ATHEND ENGINEER MAY FACE OR THE SELLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHENE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE ORNNALE. �2 ALLOWABLE ENTRANCE GRADE CHANGES G. EXISTING PAVEMENT MIAKWGS NO MMHERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED WBSCi TO THE APPROVAL OF THE ENGINEER. ' 1•:1' - GRADE CAP >. FINAL TRANSVERSE PAVEMENT TE -W SHALL CONFORM TO THE IEOUWEMENTS OF SECTION 315.05(c10F THE SPECIFICATIONS EXCEPT THAT ALL KNNTS AT TIE-IN LOCATIONS SHALL BE TESTED UEWC A 10 FOOT STRACHIEDCE W ACCORDANCE WITH THE REOUWEMENrS OF SECTION 315.07m) OF THE SPECVICATIONs. J ENTRNME VOLLNE D" LLp tM LE.I -- IXKR TE DESRAAE MA%MUY ~ ` RICH LIURE THAN ISOO VPo W O 3% e0. x MEpOM 500-t5W vfD s3z ex 2 SECTION C -C LOW LESS THAN Bob vPD .6% aX br iE� A.10AMUE ENTRANCE CAME TARE IS NOT AAP,N,M E TB STREET CONNECTIONS SPEbEI[anwJ SPECIFICATION \voRA �VDOT U 'a�EI��� P ENN COMBINATION 6" CURB & n BERRENE METHOD OF TREATMENT FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) ROAD MD BRSe. AD..STAwMOs502 PAVEMENT WIDENING n5 O DEPARTMENT CF iRAVSPoRT.03i5 n II 502(CONNECTION o 0 I OF 1 REVISOR DareVEgNl4 n DEPARTMENT OP TRANSPORTATON 303.02 VAGINA DEPARTMENT Of TRAWIGHTAMON No, M-14 Apri12015 Aad 2015 Paw, 6H-15 PoBc old Apeil2015 (µ,Til OT15 IT, 611.53 3+50 3+00 2+50 2+00 1+50 -1+00 -0+50 0+00 0+50 1+00 ENTRANCE SIGHT DISTANCE PROFILE cG-B 1+50 2+00 2+50 3+00 3+50 CG -n ■ WP -2 ` Ili k (J \ C O O `1 U o 0 C: fa 01 M 0 i4 fop N O a�@J l ti -0 O O •c -1 \G_ S 735 GIN O Try m , Ln .`n -I N 730 j M 725 �¢zic) CC wmoo Z 'Z7 O y O~ Q C 2 s t 2 LW¢ Z ti OLW Z�t � K 720 Lid W � L' LLL f CC W Z no¢ U 7C(3� ti U 0 Q) O W C = 2 Vo00(�N T icalTnfiic Cbnhol m 9iwion ' A ntiwN uM mSGouLin RA P (figure TTG'll) Standard 1. For 1 F 4 stationary work (mnre than 3 days) n divided M1 NI y beving J Hider man 8 6n a blies un both aides of th J B shall be ai J Show (ROAD WORK AHEAD (1420 1) RIGHT SHOU.DER CHASED AHEAD (W21-51,R),StGFA'A`.yTIQULp,I R GkRSbpQV;15g3U`) even lh.ugb only one shoulder is being closed, F pe u I than days duration, bin assembliessill mile b Ral,,d on the side where the shoulder k being closed and aa,t(.DAiSSIOBLEGNR O1.(f4q(W3l i5,NTij_ sign shall he added to that alae. GUNvU'. 2. Si,. .pakng ahadd be 1300'1500' for LOnllad Amex. h7ENwayr. For ,It ower rosm.,'a, dw sign spacing .h -1d be 5001800' whc Thr pwrcAsp,,d lash is grttrter Thar, 45 mph, a d 350'.500' mrurc Uhl pouar'eod limit is 45 i,eh or lane. Option.the SHOULDER l4 opj, ry,21-[1 sign on an imertcrimp rnadWav may be om'Ned Them drivers No, ON m ,-11 ,nom Tadva u mrmm,a 4. 1 or <m no rural al de 1c a be dine , d i n lh tivxm 'm a i hM i Dead. Standard: 5. VehicleFax d , ping M,mm, shall not be used ].,lead of the a'ebide s high iptenalty amber Totaling. nes 1 g nellled.g 1111NO V`Ade barard warninga]gnal, can he used to Supplemem bigb-1 Fen.ely am Bar oftedri , naellmy,hiliovailialig, Iish Lv 4 Taper lenerb(L)and channelhingdevke sparing shall 6e at rile fmllowiug: Taper langm(C) NOTES: I I I s A ..STREET APPROACH SNE SIREACNO GENERAL NOTES 9 Lane WIUN Feet) 10 11 12 1. MS ITEM MAY BE PFCGST OR CASE IN PLACE I INS TO BE AS AS NNtBE ROADWAY(SEE NOTE 3) 105 115 125 30 2. CiCNAPSTE TO BE CLASS AJ F CAST IN MACE. SHOWN ON PLM'SI IRN%15 TO BE AS 1. WHEN USED N CONJUNCTKKI WITH STANDARD CG -3 CRY CG -T. THE CURB FACE 04 IM STANDARD R TO bJACENi TRAVEL LANE AWH4l PAVEMENT W9EwAL 35 165 4000 SI IF PRECAST. _ _ - , SHOWN CN PLANS TED To MATCH THE MOW E CURB 40 240 1 MEAN AT Up CUID h CUTTER HAVING A RADIUS / CG'[ Der CC'6 L OH� lY'a EDGE OF EXISWG PAVEMENT EXI IN 495 OF EDS FEET OR LESS (LONG FACE CE CURBI SILL SE PH0 FOR AS RbIPt MM.AlgN CURB L EST, Ari 11 ---- � 2 SEE STANDARD M-12 FOR CUBA RAP DESIGN TO � Ip5 pOF IN FELE1 fioo A. / B SIDEWALK --- - � USED WITH THIS STANDARD. 605 66060 4. FpR USE Wnry siiSLIZED OPEN GRPIXO $E[E&H ---;_ INOTE 650 TACK COAT THE PROPOSED CONSr0.11CTI0N JOINT FXISTPIG AWN&T LAYEflS PROPOSED ASPNN.t LAYERS ENE DRNNa£ uYER, THE POTTLA OF mF CVRB AMR CUTTER 5I{�y� EE CONSTR.KIFD PARALLEL 61 1yE OPTION& UNPAVED SPACE 3, MANtPE PAVEMENT SHALL BE CpISiRUCTEO TO THE M0 TO THE ACRE OF SUBRASE CEURGES AW TO THE DEPTH OF THE PAVEMENT. .�j, ROW LINE =CTC -- --�---- WW LINE IE%CEPT MV Sl WG STrBE MA REg O FOR MANLAE PAVEMENT WHICH CM 8E pperbn9111s (ter Liow.c Abbe. ee hwe en,a1141W01eet. Snowem Taper= R L Wma:um EXPAd5I0N JDWT M EMMSDN OMITTED W THE EMPLANE.> E%ISLWG SVBBASE PROPOSED sU�0.SE S. 7H5 CURB MAY BE USED WHEN DESIGN SPEED 5 40 NPA OR NICE 'ORT 1. RIOT& M COA6WATED CEYO AND Cl 2" R ON RJR& HIGHWAYS AND 45 APH GR - _ _ _ NOTE: WIDTH •6• T-0•• OR AS W YMf.Yff ROADWAY ALL CT RE VW EKCEPTFOR RREPPIACEMENTEPURPPO NNE VW LINE LESS N DEVELOPED URBAN a SUBURBAN AREAS, THESE DESIGN SPEEDS ARE GNpWN OM TYPIC& ACTION A COMPACTED SIIBGrIWE EXCEEDED STANCARO LL -7 IS SECURED. PLAN VIEW ENTRANCE NOTES CONSTRUCTION JOINT DETAIL D S. WHEN THE ENTRANCE RAW CANNOT ACCOMMOUME THE TURNING WOLYEYENTS OF ANTICIPATED HEAVY TRIMY. ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE MTH PROPOSED MAH&T WIDENING LAYERS fi" YXYBE ROADWAY SLOPE TRWGIC THE DEPTH FOR SMEWAEt L CL&D RAINS WITHIN fHE Md OE THE RADi SHOULD ® H10POff0 MMYVM I'/ WLN THICK 0.5M&T SURFACE COURSE (SEE NOTE 51 • x•:r o o 10'PAPABCUC CURVE LENTRMCE OKY) EWE OF PAVEMENT OR 8X NA%. 0 WEPEASED TO T•. (SEE cc-rn a MINIMUM 12 hCHES, OR GREATER AS NECESSARY TO ABIFT THE FULL TWCKWSS OF EXISTING ASIPA&T LAYERS D D D D D OPTION& ROW LNE 9.0PE CN4VCE-, ® - - _ _ _ p i 6. PLANE ARE TO INDICATE WHEN CMSTRUCTION OF A FLOW AS DETERMINED BY CORES GSEE NOTE 31 e • • n n • o o i• v _ _ _ _ oNd, MVTK R0...Y ___-_ NOTE 71 RX MAX. ® _ _ D LHME IS REQUIRED TO PROVIDE FOyTVE dtANAGE ANROSS J, THE DES UNN E AND MAKWUNU ENTRANCE GRAIL[ CHANGES e e o RUE GVHGE 0• ARE LISTED W THE &wWAIN E ENTRANCE GRADE NOTES: D D D D D D TABLE. TALKED ME WT APRICAKE TO STREET e __ _ 5'MN O'SEENUN FOP CONNECTIONS. 1, ASPHALT PAVEMENT W'AE G SHNL HAVE A PAVEMENT DESIGN W ACCORDANCE WITH CURRENT VDOT PROCEDURES MD BE APPROVED BY THE ENGINEER. - ____ _ - THE 807DM OF THENRB AVO COMMERCIAL ENTRANCE INTERSECTION NOTES 2. THE PAVEMENT DESIGN FOR ASPHALT PAWAl WIDENING SHALL MEET OR EXCEED THE MP1M5 MD TYPES OF THE LAYERS OF EXISTING PAVEMENT, GUTTER MAT BE CONSTRUCTED SWSURfA E DRAINAGE OF THE TASTING AND PROPOSED PAVEMENT SHALL 8E ADDRESSED IN THE PAVEMENT PC$. PMALEL TO THE SLOPE OF SUBBASE CEASES PROVIDED A . .. GF 1 IN CONSTRUCT CRWE CHANCES WITH A PAR MIC WRVS. 8. WHEN CG -115 USED FOV STREET CONNECTIONS, THE CONNECTION MUST SE DESIGNED N AGREE NS WITH A45NTO POLICY MDI THE MrUCMIE KFUNNERFUR. J. A MINUNM OF THREE CORES SHALL BE TAKEN &ONG THE CENTER OF THE ADJACENT TRAVEL LME To DETERMINE THE TYPE Nq THICKNESS OF EXISTING PAVEMENT LAYERS. THEME COPES SHALL BE SPACED NO MORE I.N. 500 FEET MMT. ' NNCOH SECTION A - A OAK DESIGN EIGHT INSTANCE �0.WEWNMT'9.G STOPPING 4. THE ADJACENT TRAVEL LAE SHALL BE MILLED A MNMUN DEPTH OF 1'/ INCHES A'9 REPLACED WITH M ASPHALT SURFANE COURSE TO MATCH THE TH5 AREA MAY BE CONCRETE AT iK OPTION OF THE CONTRACTOR p. ELOWLWE WT REOI'IPE WARLA^ A PROPOSED PAVEMENT WIDENING SURFACE CWRSE, UNLESS WAVES BY THE ENGINEER. y 4"Hr PORTION DR PORTION H GLITTER TO BobVpE POSITIVE ORNNA£ KR035 THE NIERSECigH1 5. ATHEND ENGINEER MAY FACE OR THE SELLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHENE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE ORNNALE. �2 ALLOWABLE ENTRANCE GRADE CHANGES G. EXISTING PAVEMENT MIAKWGS NO MMHERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED WBSCi TO THE APPROVAL OF THE ENGINEER. 1•:1' - GRADE CAP >. FINAL TRANSVERSE PAVEMENT TE -W SHALL CONFORM TO THE IEOUWEMENTS OF SECTION 315.05(c10F THE SPECIFICATIONS EXCEPT THAT ALL KNNTS AT TIE-IN LOCATIONS SHALL BE TESTED UEWC A 10 FOOT STRACHIEDCE W ACCORDANCE WITH THE REOUWEMENrS OF SECTION 315.07m) OF THE SPECVICATIONs. G.A55 A) ENTRNME VOLLNE D" tM LE.I -- IXKR TE DESRAAE MA%MUY ` RICH LIURE THAN ISOO VPo 3% e0. x MEpOM 500-t5W vfD s3z ex SECTION C -C LOW LESS THAN Bob vPD .6% aX br iE� A.10AMUE ENTRANCE CAME TARE IS NOT AAP,N,M E TB STREET CONNECTIONS SPEbEI[anwJ SPECIFICATION \voRA �VDOT 'a�EI��� P ENN COMBINATION 6" CURB & GUTTER BERRENE METHOD OF TREATMENT FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) ROAD MD BRSe. AD..STAwMOs502 PAVEMENT WIDENING n5 DEPARTMENT CF iRAVSPoRT.03i5 502(CONNECTION REVISION DATEET I OF 1 REVISOR DareVEgNl4 201.03VRGMA DEPARTMENT OP TRANSPORTATON 303.02 VAGINA DEPARTMENT Of TRAWIGHTAMON No, M-14 Apri12015 Aad 2015 Paw, 6H-15 PoBc old Apeil2015 (µ,Til OT15 IT, 611.53 T icalTnfiic Cbnhol m 9iwion ' A ntiwN uM mSGouLin RA P (figure TTG'll) Standard 1. For 1 F 4 stationary work (mnre than 3 days) n divided M1 NI y beving J Hider man 8 6n a blies un both aides of th J B shall be ai J Show (ROAD WORK AHEAD (1420 1) RIGHT SHOU.DER CHASED AHEAD (W21-51,R),StGFA'A`.yTIQULp,I R GkRSbpQV;15g3U`) even lh.ugb only one shoulder is being closed, F pe u I than days duration, bin assembliessill mile b Ral,,d on the side where the shoulder k being closed and aa,t(.DAiSSIOBLEGNR O1.(f4q(W3l i5,NTij_ sign shall he added to that alae. GUNvU'. 2. Si,. .pakng ahadd be 1300'1500' for LOnllad Amex. h7ENwayr. For ,It ower rosm.,'a, dw sign spacing .h -1d be 5001800' whc Thr pwrcAsp,,d lash is grttrter Thar, 45 mph, a d 350'.500' mrurc Uhl pouar'eod limit is 45 i,eh or lane. Option.the SHOULDER l4 opj, ry,21-[1 sign on an imertcrimp rnadWav may be om'Ned Them drivers No, ON m ,-11 ,nom Tadva u mrmm,a 4. 1 or <m no rural al de 1c a be dine , d i n lh tivxm 'm a i hM i Dead. Standard: 5. VehicleFax d , ping M,mm, shall not be used ].,lead of the a'ebide s high iptenalty amber Totaling. nes 1 g nellled.g 1111NO V`Ade barard warninga]gnal, can he used to Supplemem bigb-1 Fen.ely am Bar oftedri , naellmy,hiliovailialig, Iish Lv 4 Taper lenerb(L)and channelhingdevke sparing shall 6e at rile fmllowiug: Channell.1r, Davoaspacing Location speed Elml(mph) 0.35 G6e T.De.WB Spadng 20' 4G' TnveMeV Spacing 40' 8U Cmd"Ibur Accees• B0' 12U `Spacing may be increased to Nis distancn, bid shell not exceed One ..as mer%mile. Un rOMANAN's anon Paved snow. as havalg a Wd@b of 8 feet Br Thar., chimmu lzin0 devkes shell W used to close Me shoulder In advance of the mer,in, teper to direct V.h C.11 , tomi to omen wail the beveled Way. 7. The hurt,, so. length Shall M ns shownI. Table 6Hd on P., 6H-5 for do poMLd speed limit. S. ,A IrLIR-mmanmd attenuator (MIA) shall M ucetl oa the Shadow vehicle nn L1m ItM Act. highnrys and multilane rradways with proud .alav,d limit equal In or greater lion 45 mph fur operaduas "Ah A duration greater Ilton W on.mes, 9. When a side road hllerxR, me highway within the temporary trmnc control zone, additional irAOk control de,•kes shall be placed as needed. 1: Joanne l-NM.15 SEE NOTE 1 BEE NOTE 1 SlaHnnary Operation nn a Shoulder u TTCA.I (15 gre ) 010.2(\9 SOO'+ j Arc. Ten SHADOW VEHICLE )_' - REOU'RED - . hW REOUIKEMENT SEE NOTE B ILLUMINATED FLASHING AMBER(CAUTION MOUE) EBB NOTE TYPE B OR SEE NOTED SEE NOTE 2 Taper langm(C) ..........- 'N2' R Speed Llmtt no,d) 9 Lane WIUN Feet) 10 11 12 25 95 105 115 125 30 155E270 1N leo 35 165 225 245 40 240 295 320 e5 AGO 495 SD50 4505W fioo 55 495 605 66060 540 650 72065 ENE 715 7bo70 M0 To me hllnlm'Jm n pperbn9111s (ter Liow.c Abbe. ee hwe en,a1141W01eet. Snowem Taper= R L Wma:um Channell.1r, Davoaspacing Location speed Elml(mph) 0.35 G6e T.De.WB Spadng 20' 4G' TnveMeV Spacing 40' 8U Cmd"Ibur Accees• B0' 12U `Spacing may be increased to Nis distancn, bid shell not exceed One ..as mer%mile. Un rOMANAN's anon Paved snow. as havalg a Wd@b of 8 feet Br Thar., chimmu lzin0 devkes shell W used to close Me shoulder In advance of the mer,in, teper to direct V.h C.11 , tomi to omen wail the beveled Way. 7. The hurt,, so. length Shall M ns shownI. Table 6Hd on P., 6H-5 for do poMLd speed limit. S. ,A IrLIR-mmanmd attenuator (MIA) shall M ucetl oa the Shadow vehicle nn L1m ItM Act. highnrys and multilane rradways with proud .alav,d limit equal In or greater lion 45 mph fur operaduas "Ah A duration greater Ilton W on.mes, 9. When a side road hllerxR, me highway within the temporary trmnc control zone, additional irAOk control de,•kes shall be placed as needed. 1: Joanne l-NM.15 SEE NOTE 1 BEE NOTE 1 SlaHnnary Operation nn a Shoulder u TTCA.I (15 gre ) 010.2(\9 SOO'+ j Arc. Ten SHADOW VEHICLE )_' - REOU'RED - . hW REOUIKEMENT SEE NOTE B ILLUMINATED FLASHING AMBER(CAUTION MOUE) EBB NOTE TYPE B OR SEE NOTED SEE NOTE 2 ..........- 'N2' R SEENE E $[@ NOT[ 2 •- - - W21-5bR SEE NOTE2 4ViC-1 Typical Traffic Cnnlrnl Leon Chow. tura nPHLane Rwish. UYP Fla m ry K KK (Figur. TTC-23.1) Lur Svice V(YfFC L Sl,n sir.,d,N kf6 350500 l r p Ids, d@ " m 45 mph or less, a Rd 500'900 ht, the pripedrlsi E cater Mail 45 ph 1 Core d od i b s:oA.rau.l he oblidue, Um l 1 f the work '-ow, I e r -Nola, po,,NYk E di. ce in advance of rhe il,,er elboro aHd i T laity it.pled speed Iron, oRdI 1 q tla or Eraamr.hal Be Y'reos In?ably QfR C Ib paoldn, K"roloU'Imi hmna clear hire o si hr mm ,he rn hlo I, a moDo(sl nbo the la o Ig f E v las r. g fs, r tiom 3. Whew RiWteo4\Gmoracomaric wndi4orta erwenuhe nsm o}18'x48",Tena. 36's 36'sians may be standaad A Fuding,tarom shall he ecaled far eadigb it advance of the work space to permit approaching handle to reduce spew aadme stop before puslog the work spa,, and Row mftkilot c hhowe for depaNL.R temple m the IeR Blue o return to the Might lane before reaching opposing traff (see Table 611.3 on Page 6H -5y 5 All NARV shall M1 stale certified And have theirUlf h m 1 their p es 1 res when peifurmmgD gli gduties (ae Seldom DEBI,Q ohrO to for Flagg ) 6 C.nat"e g h IlA, bagRef;pdN She MINTed ePfeA 2Qdf� Ida4f'r hMRH bnn Pege4n�i'=. 11 T A shadow,eh4le with al least one high Intensity Am her TolaMg 1t+AdI,uP,SEt msEDlelWg Dght ehdl be perked 80'120' is.&.act of the Orsi work crew. O Nor: 8. .A auoolemeard Dauer may bF required in this area to dive IA, anro warmer of CTC Incentive ahead by id,wira nommi baftv, ad,, to residue, the flIcalaIrthimor or ,,to path, GuoLnce 9 1(Ifa qam. fnofJkaaader Ira PF PREPARED TO STOP ffii-4).vg a F rrgnSypBdlfwaE rh% wdab)eKemvwaxfaRblAsrAns fP,iR$ki,lwlanb r IdaN 8raa1 7r 10. When ahrxJnv.ryaui(urr,U'inX earsru wirhn ter,Pohc llhe iramRoo areaandore'e"'Ipoledmut gaaea waullm, f ton (rw lona kerne right intend &r.,h tl e l ob-AII-rail Era de a cin,, rho mapormy'ngic antro[:ore should be ecrrndeA.o Thar rhe truranivn aen precuder me higlnvayamr rrw'.Enx free Pixare TTC3G,(vr add;IiwaiirJ rmaew on lAxhwy rw! wwsrngvJ: Standard: It. AI nigh4 O..... elation.v atoll he IBuminalnl, uucpl in amergenub (sre Scutmn fiF.08). �o 12. Coma mal, he eliminated when using a pilot vehicle operation or when m< told roadway width is 20 twOtll". T: Rowan I-4iIRn15 Looe CI.Sureon R lWo-Leve Roadwa' Usio Fla ers Y R gg (Figum'ITC-23.1) 1: Ro Won I-.1Rnr5 7- 0 O Hti W of W F DATE: JAN, 6, 2020 SCALE: 1" = 200' FILE NO. 0634 SHEET 7 OF 15 FREDERICK COUNTY FIRE MARSHAL NOTES SIGN TYPE "A" SIGN TYPE "C" SIGN TYPE "D" NO NO NO 1 Q NO NO PARING PARKING PARKING NO STANDING STANDING STANDING D103,7 Curb Designation, Where curbing is provided adjacent to fire lane, it must be O o 0 SEC71OND101 GENERAL D101.I5coe -fire apparatus access roads shall be in accordance with this appendix licab/ereuirementsoftheInternationalFireCode. PP PP q PARKING PARKING FIRE LANE FIRE LANE FIRE LANE PARKING ._ painted yellow within the limits of the fire lane. In areas without curbing a 6 inch yellow SEC77OND102REQUIREDACCESS 0102.IAccess andloading-Facilities,buildings orportions of buildings hereafter constructedshallbeaccessible tofiredepartment apparatus byway ofan OR OR OR line shall be applied to the edge of pavement. Paint shall be highway traffic grade. � approvedfireapparatus access road with anasphalt, concrete or other approved drivingsurfacecapable ofsupportingthe imposed/oadoffire apparatus■� weighing at least 75,000pounds (34 050kg). STANDING STANDING STANDING CD O p o U SECTION D103MINIMUM SPECIFICATIONS FIRE LANE FIRE LANE FIRE LANE 0103.1 Access road width with a hydrant - Where a fire hydrant is located on a Bre apparatus access road, the minimum road width shall be 26 feet (7925 mm), exclusive ofshoulders (see Figure D103.1). 611 No More Than 50 feetto 611 D1032Grade -Fire shall not exceed 10 in Exception: Grades steeper than 10 as approved by the fire chief. $ Between Signs O al c� E apparatus access roads percent grade. percent D103.3 Turning Radius - The minimum turning radius shall be determined by the fire code official. D203.4 Dead Ends - Dead-end fire apparatus access roads in excess of 150 feet (45 720 mm) shall be provided with width and turnaround provisions in Standard wording with Standard wording with N n Standard wording with 6 6 b %` m N o (U o m accordance with Table 0103.4. TABLED103.4 REQUIREMENTS FOR DEAD-END FIREAPPARA TUSACCESS ROADS an arrow on the bottom to the right. an arrow on the bottom to the left. One no arrow. One sign mounted to the > @� 1:3 pointing pointing parallel o LENGTH (feet) WIDTH(feet) TURNAROUNDSREQUIRED One sign mounted to the line of st9n mounted parallel to the line of curbing or line of curbing or pavement. ( 3 1. Length 0'-150 parallel curbing or edge at the v o ce a. 20' width required, q A no turnaroundrequired pavement edge at the end of the g painted area. pavement end of the painted area. P Limits of Fire Lane Curbs shall be identified by a 6 inch 1 stripe on the top and side. Rolled curbs shall be identified by a 6 Roads with no curbs shall be identified inch stripe to the top. by a 6 inch stripe. L _ p rp v O � o m M o 2 Length 151 ' 500' yellow paint yellow paint yellow a. 10' width required b. Turnaround required: 120'hammerhead, 60"'Y'; or96'diametercul-de-sac \ 3 Length 501'-widt a. 16' width required b. Turnaroundrequired:120'hammerhead, 60"'1, or96' diameter cul-de-sac �, - - - - - ►-' 4. Length greater 750' a. Special approval required`\ 9 � FH 01035 Fire apparatus access roadgates Gates the fire the following �` -� securing apparatus access roads shall comply with all of criteria: 1. The minimum gate width shall be 20 feet (6096 mm). (l \ j y _ ----- - -® - - 2. Gates shall be of the swinging or sliding type. 3. Construction ofgates shall be ofmateria/s that allow manual operation by one person. \ 4. Gate be in times defective. m - V W V ---,.mac_ components shall maintained an operative condition at all and replaced orrepaired when 5. Electricgatesshal/beequippedwithameansofopeningthegatebyfiredepartmentpersonnelforemergencyaccess.Emergencyopeningdevices Co1NI be by the fire _ _ _ _ _ _ _ _ shall approved code official. 44. °O 7 6. Manua/openinggatesshallnothe locked with apadlock orchain and padlockun/esstheyarecapab/e ofbeing apenedbymeansofforcible entry W o ®� - o ar ®' o _W- tools or when a keybox containing the key(s) to the lock is installed at thegate location. 7. Locking device the fire n x u�i ; specifications shallbesubmittedforapprovalbycode official 8. Electricgate operators, where provided, shall be listed in accordance with UL 315. 9. Gates intended forautomatic operation shall be designed, constructed and installed to comply with the requirements ofASTM F2200. \\ C7 P= D103.6Signs. Where required by the fire code official, fire apparatus access roads shall be marked with permanent NO PARK/NG - FIRE LANEsigns complying \\ -Ex. 115 LF8" D.f. CL 52 WATER MAIN - O� �VG�/ with Figure D103.6. Signs sha//have a minimum dimension of 12 inches (305mm) by 18inches (457mm) high and have redletters on a white background. Signs shall be postedon one or both sides of the fire apparatus road as required b Section 01036.1 or 0103.6.2 g P PP 9 Y 0103.6.1 Roads 20 to 26 feet in width -Fire lane signs as specified in Section 106.3 shall be posted on both sides of the fire apparatus roads that are 20 to Z W o 26 feet wide. 0103.6.2 Roads more than 26 feet in width -Fire lane signs as specified in Section 106.3 sha//be posted on one side of fire apparatus access roads more ALn FH 2ZQ���� Ln a m z than 26 feet wide and less than 31 feet wide. SECTION 0104OMMERLAND INDUSTRIAL DEVELOPMENTS A O O O O O O O O w O _ �- r z Z ¢o WOU4 o 00 0 y 0104.1 Buildings exceeding stories or30 feet in height • • • • \) S �' ¢ z Buildings or facilities exceedin 30 feet 9144 mm or three stories in hei ht shall have at least two means of fire apparatus access foreach structure. g g ( ) g PP • • • • • • y �c n o v U O 0104.2 Buildings exceeding 61,000square feet in area Buildings or facilities having agross building area of more than 62, 000 square feet (5760 m2) shal/be provided with two separate and approved Are apparatus access roads. Exception: Projects havingabuilding area ofupto124,000square feet (11520m1)thathaveasingle approvedfireapparatusaccess road FH ��D�� 6" YELLOW • © OD � � '< 2 W p i o o ¢ !K m o oQ gross when all buildings are equipped throughout with approved automatic sprinkler systems. ©• STRIPE SIGN TYPE J � �p p • • • I o N D104.3 Remoteness Where two fire apparatus access roads are required, theyshall be placed a distance apart equal to not less than one half of the length of the maximum O r - r - r - v • - - • WE J overall diagonal dimension of the lot or area to be served, measured in a straight line between accesses, • D SECTIOND105AERIAL FIREAPPARATUSACCESSROADS:00 0105.1 Where required • O ( F F Where the vertical distance between the grade p/ane and the highest roofsurface exceeds 30 feet (9144 mm), approved aerial Bre apparatus access roads DOOR SPACING AT 100' AROUND • /I • z w z w shall be provided. For purposes of this section, the highest roof surface shall be determined by measurement to the eave of pitched roof, the intersection of O • PERIMETER (TYPICAL) ! i Ln w o 0 the roof to the exterior wall, or the top of parapet walls, whichever isgreater. I 0105.2 Width • O ■ ( � in m Aerial fire apparatus access roads shall have a minimum unobstructed width of26 feet (7915 mm), exclusive ofshou/ders, in the immediate vicinityof the I z 00 building or portion thereof. p w ?�: 3 0105.3 Proximityto building• I In At /east one of the requiredaccess routes meeting this condition sha//be located within a minimum of 15 feet (4572 mm) anda maximum of 30 feet (9144 I > w mm) from the building, and shal/be positioned parallel to one entire side of the building. The side of the building on which the aerial Bre apparatus access is be by fire • • O ( LU d road positioned shall approved the code official 0105.4 Obstructions D • O I W� W� WQ Overhead utility andpowerlines shall not belocated over the aerial fire apparatus access road orbetween the aerial fire apparatus roadandthe building. © f ( o v 0 v 0 n Other obstructions shall be permitted to be placed with the approval of the fire code official. I w W W I 4 90-4 Genera/requirements. The following requirements shall apply to all construction or /and development activities in areas of the County to which this p W o 0 article applies: A. Means of access forfireDepartmentapparatus. • i NMM (1) The means of access for fire Department apparatus andpersonnelshallconsist offire lanes, private streets,streets, parking lot lanes or a combination thereof. O • I • O (1) Parking in any means of access shall not be permitted within 15 feet ofafire hydrant, sprinkler orstandpipe connection or in any othermanner which 159, 000 SF BUILDING will obstructor interfere with the fire Department's use of the hydrant or connection. 4,220 OFFICE (3) 'No parking"signs oranother designation indicating that parking is prohibited shall be provided at all normal and emergency access points to 38' TALL • ti structures and within 15 feet of each fire hydrant, sprinkler orstandpipe connection. B. Fire lanes. (1) The Fire Marshal orhis/her designated representative, in concert with the lata/ volunteer Are company, may designate both public and private fire MW • I lanes as required for the efficient and effective use of fire apparatus. Said fire lanes shall be marked in a mannerprescribed by the Fire Marsha/ or his/her designated representative. Parking in a designated fire lane shall be controlled by Chapter 158, Vehicles and Traffic, of the Frederick County O • I 1 , W Code. (2) Fire lanes shall beat /east 20 feet in width, with the road edge closest to the structure at least IO feet from the structure, be constructed of hard O I • O (/\ O all-weather surface adequately designed to support any fire apparatus likely to be operated in such fire lane or be of subsurface construction designed 04 40' 0' 40' • to support the same loads as the above surfaces and be covered with no more than three inches of soil or sod, or both, and be designed with radii of length to forsafe turning by fire likely to be fire lane. I I sufficient allow any apparatus operated on such CL I Q (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 GRAPHIC SCALE the fire lane. I I W (4) Chains or other barriers maybe provided at the entrance to fire lanes or private streets, provided that theyare installed according to the requirements of the Authority HavingJurisdiction.O • r • v L II C) C. Parkinglotlanes -Parking lot lanes sha# have a minimum of 15 feet clear width between rows ofparked vehicles for vehicular access and movement ` `J I D. locationofstructures. FIRE HYDRANT Pfl • D 's' 4 ~ (1) At least three perimeter walls of all industrial, commercial, public orsemipublic orresidential structures with three ormore dwelling units perstructure LIZ F shall be within 200 feet of street, fire lane, orprivate street. (2) Structures exceeding 30 feet inheightshallnotbeset back more than 50feet from astreet,firelane orprivatestreet 3 When an combination of ovate fire- rotection facilities including but not limited to fire -resistive roofs fire separation walls space separation and rl Y P P g P P P 6" YELLOW STRIPE ' • °Q r Fl a :❑ a �' a .. FH SIGN TYPE automatic fire-ext/ngu/sh/ngsystemsisprovided,andapprovedby the Fire Marshalorhis/her designatedrepresentativeasanacceptable alternative, SIGN TYPED �� �� 4 o Subsection 0(2) � B' � �', m ( v shall not apply (4) The Fire Marshal or his/her designated representative may, in concert with the local volunteer firecompany,require at least two means ofaccess for • D -. :.� j• • tt '�t^ SIGN TYPE De ii /� a 6 YELLOW STRIPE lV Q fire apparatus to al/ commercial and industrial structures. Those access ways shall meet the requirements of Subsection B(3). "a I • D W (5) Landscaping or other obstructions shall not be p/acedaroundstructures or hydrants in a mannerso as to impairorimpede accessibility for fire -fighting and rescue operations. E. Watersupply, a 6"Y€LLOW: STRIPE a (1) Watersupp/ysystemssha/lbedesignedsoastobecapable of supplyingat least 1,000gallonsper minute at2Opounds persquare inch. Water \ a 4 • P< n a' r� K supplies shall be made available and operational before combustibles are on site during construction. /n developed detached duplex dwelling be fire hydrant 400 feet In developed (2) areas with single-family or units, there shall a within of all units. areas with three to five dwel/in units erstructure, there sha//be a hydrant within 300 feet ofa// units. /n areas developed with six or more dwelling units b' P Yg - M �N-N-N-N-N-N-N-N-N-N-N-N-N-9N-F�ZA-N-N-N-N-N-N-N-N-11-N-A-N-N-N-N-N-N� ♦ �I Q �5- perstructure, there shall be at least two hydrants within 300 feet ofa/l units. In areas developed with industrial orcommercial developmen(s), there shall be a hydrant within 300 feet of all portions of anystructure. Where one hydrant is dedicated to the operation ofa standpipe system, there shall O• I be at least one other hydrant meeting the distance requirements set forth above. The hydrant dedicated to the operation of the standpipe system shall • OI O not be farther than 50 feet from the standpipe. Distance measurements under this section shall be along center -line roadwaysurfaces or a/ongsurfaces meeting the requirements of a fire lane (designated or undesignated) where appropriate, but in all cases access to each hydrantsha/l be directly from a I roadway and/or fire lane. } (3) Fire hydrantsshallbe markedin accordance with the Frederick County5anitationAuthoritypolicy. (4) Fire hydrants located in parking areas shall be protected by barriers that will prevent physica/damage from vehicles. (5) Fire hydrantsshallbe located within three feetof the curbline of fire lanes, streets orprivate streets when installedalong such access ways. (6) Fire hydrants shall beinstalledinaccordance with the standards ofthe Frederick CountySanitationAuthoriry. C • O ( DATE: JAN, 6, 2020 SCALE: 1" 40- (7) Threads on fire hydrant outlets shall conform to Frederick County Sanitation Authoritypolicy. - (8) Fire hydrants shall besuppliedbynot less than asix-inch diameter main. • © = F. Fire protection during construction . Trash, debris and other combustible material shall be removed from the construction site as often as necessary to \nA F�7 FILE NO. 0634 maintain a firesafe construction site. ` � SHEET 8 OF 15 G. Plans. Complete as -built building floor plans, site plans and plans of fire -suppression systems shall be submitted to the Chief Building Official and Fire j Marshal, or theirrespective designated representatives prior to issuance of the final certificate of occupancy. ___ __ _` j 1 veruAd 3' MIN. 12:1 12:1 3' MIN. CG -6 N CG -6 7 - NOTES: " " 1. H/C SPACES MAY NOT EXCEED A 27. SLOPE. 2. RAMP BUILT TO VDOT CG -12 STANDARDS J. WHITE STRIPING SHOULD BE 3" WIDE. 4. H/C SIGNS TO BE SET 3' BEHIND SIDEWALK OR MOUNTED TO BUILDING IF POSSIBLE. R7-8 HANDICAP PARKING (12" X 188') RESERVED PARKING INTERNATIONAL SYMBOL OF ACCESSIBILITY IF REQUIRED \ \VAN ACCESSIBLE PENALTY $100-500 TOW—AWAY ZONE PARKING SURFACE MAY BE PLACED ON ONE BLANK. ADJUSTING THE REQUIRED HEIGHT TO ACCOMMODATE THE ADDITIONAL LINES REQUIRED N EFFECTIVE JULY 1, 1998 j Z CONCRETE WHEEL STOP — (IF REQUIRED) HANDICAP PARKING SIGN DETAIL (NOT TO SCALE) CONTAINER GROWN SHRUB Prune narrow crotch Prune out any dead Prune out any dead or y8» or broken brinches. Remove tags and labels— broken branches, remove Cut lling Prone suckers r away all f wire baske Remove top of wing basket, a/I toga, labeh, .bings, I rJ•V / ^u� talnptwater plan wires, etc. from plan. -�y✓1 Souter Saucer !!m 2-J' mulch Set top of root ball JL Jyua/ t..t. to or 1-2' above SY Sycamore '.•,: i:iii%i; a; n; n: grade. 50'-75' rN:q/rrHerN: r:� o n; nr: hq¢rrrer: herr. yhr: rNN: r: r: r: r; qr: g44rr:: Remove container -.•,(. Y, 'P�' ..., .... muse to sharp D/atle make V'1 I Irl /our 1/I'-1' tufa the 1 bnyth of ball and cut a 1/1; Xan bottom ZI ti \ S O J O of ball,: /coaon compacted CONTAINER GROWN SHRUB Dig hot. 2-J times wlath of root ball. BALL & BURLAP SHRUB SHRUB PLANTING DETAIL (NOT TO SCALE) Prune codominant Modem— _— O NOr Prunebrant Dps l leaPrune rubbing or `',1 crus, bronchea��K ♦, Prune narrow crotch Prune out any dead aegis ,t waterspouts y8» or broken brinches. Remove tags and labels— 1 per 2, 000 sf Cut lling Prone suckers r away all f wire baske Remove top of wing basket, .+ r from I rJ•V / ^u� talnptwater plan Green Area in Lot 5% of 14,163 = 708 sf u,P Saucer !!m -,;,t of root ball Cornus Kousa 1 t..t. '0 SY Sycamore '.•,: i:iii%i; a; n; n: ren: r:rN:•. c pn, G•gcr:aa• 50'-75' rN:q/rrHerN: r:� o n; nr: hq¢rrrer: herr. yhr: rNN: r: r: r: r; qr: g44rr:: Remove burfop e 30 0 ..., .... Dig hot. 2-J times wlath of root ball. BALL & BURLAP SHRUB SHRUB PLANTING DETAIL (NOT TO SCALE) Prune codominant Modem— _— O NOr Prunebrant Dps l leaPrune rubbing or `',1 crus, bronchea��K ♦, 6ackfIll sell • .. t/ ` t " Partially backRll. water to settle Widen and ecoore "if, rinish holes inwal, / backfilling �� Area for water Rwnro a cmbbw and at drainage (Pipe oYc6lQ rosb d or file could =kVMr-9V= a as be installed) much bw* a, possN0 M Leave wild soli pedestal - do not dig deeper than bull depth Dlg hole 2-3 times root boll width TREE PLANTING DETAIL (NOT TO SCALE) Prune narrow crotch Calculation aegis ,t waterspouts y8» �.—prunebroken branches Remove tags and labels— 1 per 2, 000 sf Cut lling Prone suckers r away all f wire baske Remove top of wing basket, -J lch way from flunk Sol/ well to I rJ•V / ^u� talnptwater 6ackfIll sell • .. t/ ` t " Partially backRll. water to settle Widen and ecoore "if, rinish holes inwal, / backfilling �� Area for water Rwnro a cmbbw and at drainage (Pipe oYc6lQ rosb d or file could =kVMr-9V= a as be installed) much bw* a, possN0 M Leave wild soli pedestal - do not dig deeper than bull depth Dlg hole 2-3 times root boll width TREE PLANTING DETAIL (NOT TO SCALE) INV=707.5' LANDSCAPING NOTES 1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations and utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities. 2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots and be well branched. 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 § 165-103.01Bof the Frederick County Zoning Ordinance. (Plant selection, planting procedures, and maintenance). s & R Ind — ea — M ---- ® M — M o.... M — M ---- M — flys — sat — M — M — w ® sat — sat -- seer — s■ — cat ssa sae —rd — Fil —FU — cat ca m SEWER FORCE MAIN �^ o ( EX. 8"SE4 r5� € I nl—r--- ,`W—r—,&—w—W—W— FAIHM )RA f I / 40' 0' 40' / GRAPHIC SCALE NO TREES, SHRUBS, OR FENCES SHALL BE PLACED WITHIN ENTRANCE SIGHTLINES NO TREES, SHRUBS, OR FENCES SHALL BE PLACED WITHIN FREDERICK WATER EASEMENTS NO TREES, SHRUBS, OR FENCES SHALL BE PLACED WITHIN 5' OF UTILITY LINES SEEDING SCHEDULE (PER SECTION 3.32 OF VESH) 1.) Topsoil will be spread at a minimum depth of 4". 2.) Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 lbs per 1000 square feet (2 tons per acre). 3.) Fertilize with 10-10-10 at a rate of 23 lbs per 1000 square feet (1000 lbs per acre). 4.) Seed mix will consist of 75% Kentucky 31 Tall fescue, 10% Annual Rye, 10% Foxtall 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. Site Data Trees Requirement Calculation Parking Stalls y8» 80/10 = 8 i a oI 1 per 2, 000 sf �I Impervious Area > 100,000 sf 1 per 5, 000 sf I I rJ•V / I 93 Green Area in Lot 5% of 14,163 = 708 sf O !!m ~ Cornus Kousa 1 W � N '0 SY Sycamore Ln C: �Q00 50'-75' 30 n o Cercis Canadensis Q cc Q 0 30 0 I V'1 I Irl INV=707.5' LANDSCAPING NOTES 1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations and utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities. 2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots and be well branched. 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 § 165-103.01Bof the Frederick County Zoning Ordinance. (Plant selection, planting procedures, and maintenance). s & R Ind — ea — M ---- ® M — M o.... M — M ---- M — flys — sat — M — M — w ® sat — sat -- seer — s■ — cat ssa sae —rd — Fil —FU — cat ca m SEWER FORCE MAIN �^ o ( EX. 8"SE4 r5� € I nl—r--- ,`W—r—,&—w—W—W— FAIHM )RA f I / 40' 0' 40' / GRAPHIC SCALE NO TREES, SHRUBS, OR FENCES SHALL BE PLACED WITHIN ENTRANCE SIGHTLINES NO TREES, SHRUBS, OR FENCES SHALL BE PLACED WITHIN FREDERICK WATER EASEMENTS NO TREES, SHRUBS, OR FENCES SHALL BE PLACED WITHIN 5' OF UTILITY LINES SEEDING SCHEDULE (PER SECTION 3.32 OF VESH) 1.) Topsoil will be spread at a minimum depth of 4". 2.) Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 lbs per 1000 square feet (2 tons per acre). 3.) Fertilize with 10-10-10 at a rate of 23 lbs per 1000 square feet (1000 lbs per acre). 4.) Seed mix will consist of 75% Kentucky 31 Tall fescue, 10% Annual Rye, 10% Foxtall 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. Site Data Trees Requirement Calculation Parking Stalls 1 per 10 Stalls 80/10 = 8 Impervious Area < 100, 000 sf 1 per 2, 000 sf 100,000/1000 = 50 Impervious Area > 100,000 sf 1 per 5, 000 sf 174,796/5000 = 35 o 93 Green Area in Lot 5% of 14,163 = 708 sf 1515 sf = 10.8% provided Trees r G�tJIA w�r� cn �O m 0 00 J E T'� NP IC LU NI \ I C Planting Size Mature Ql Common Name Botanical Name C o O Height or Caliper Height DW Kousa Dogwood Cornus Kousa 2" Caliper 25'+ '0 SY Sycamore Ln C: 2" Caliper 50'-75' 30 n o Cercis Canadensis 0 0 30 0 1 fu ZI ti \ S O J O O 0 0) M E W p O N N N13 O CD S Q L ti Z C4 O CIDJ O C R V r G�tJIA w�r� cn �O m 0 00 J E T'� NP IC LU NI \ I C Z. ,7 � :s (n V 2 ti a m 2 z'stiz�o�z W W£WZZaa¢V ti C� Z U O C x 2 Planting Size Mature Symbol Common Name Botanical Name Quantity -j Height or Caliper Height DW Kousa Dogwood Cornus Kousa 2" Caliper 25'+ 33 SY Sycamore Oclat ntallis anus 2" Caliper 50'-75' 30 RB Redbud Cercis Canadensis 2" Caliper 20'-30' 30 Z. ,7 � :s (n V 2 ti a m 2 z'stiz�o�z W W£WZZaa¢V ti C� Z U O C x 2 DATE: )AN, 6, 2020 SCALE: 1" = 40' FILE NO. 0634 SHEET 9 OF 15 ti -j r v Z\ J O V T LQ Q 1 V4- ZI ti \ S O J O Q W S Z O DATE: )AN, 6, 2020 SCALE: 1" = 40' FILE NO. 0634 SHEET 9 OF 15 ■ Q oW c o 0 0, 0.5 0. 0.5 0, 0.5 o 0 U N ate@, Ln v v ° i C n c v 1S CIDJ ti C9 Cn �v O 1 IA O y o 0 0 °° Ln r v vii z ¢ PDQ q,� V "BOJ Z Z W ° 2 Q ti z 2 O � Q � a �K� °DOD W LQ" Z CK) O ( O ~ 2 3 ti z~ O� z ¢ V a 2 W Z U W LL' Q E Z V 2 W O m 0 ti� W 2 U C��OO�ON O Lr zz w w zoo woo f U U 0 K � Z'e O o o V) U U .J- W W w a a www a n.a w w non W w w U, > K 7 w > w 5.0 5. Q N M M 2. 2. 2. 2. 2. Z. Q CIO 0. 0.5 0. 0.5 0. (� z g Lij 2 � � Q OQ J J LIGHTING SHALL CONFORM TO FREDERICK COUNTY ZONING J ORDINANCE § 165-201.07 W fixtures be designed, O All outdoor lighting shall shielded, aimed, located and maintained to shield adjacent properties and to not produce glare onto adjacent properties or road rights-of-way. �� Parking lot fixtures and light fixtures on buildings shall be full-cutoff fixtures. DATE: JAN, 6, 2020 Building-mounted or wall-pack lighting fixtures shall not be SCALE: 1" = 30' mounted more than 25 feet above the finished grade of the 30' 0' 30' HUBBELL WP-1 FULL CUT-OFF building. These fixtures shall be shielded (full-cutoff) so that the FILE NO. 0634 MODEL # WP2CH175QT light source is not visible from adjacent properties or road GRAPHIC SCALE WALL PACK LIGHTING WALL-PACK LIGHT DETAIL rights-of-way. Non-cutoff wall-pack lighting fixtures shall not be WITH GLARE SHIELDING OR EQUIVALENT permitted. SHEET 10 OF 15 E & S CONTROL STANDARDS 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final rade is reached on an portion of the Y 9 Y site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. 3. Aermanent vegetative cover shall be established on denuded areas not P 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 atter 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 cubicer ards acre of drainage area. The outfalls stem Y PY shall, at a minimum, maintain the structural integrity of the basin during a twenty-five year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. 7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. 8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. II.Before newly constructed stormwater conveyance channels or pipes are made operations., adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction, Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. 14. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. 15. The bed and banks of a water course shall be stabilized immediately after work in the watercourse is completed. 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: a. No more than 500 linear feet of trench may be opened at one time. b. Excavated material shall be placed on the uphill side of trenches. c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off-site property. d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e. Restabilization shall be accomplished in accordance with these regulations. f.Applicab/e safety regulations shall be complied with. 17 Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only atter sediment is removed in this manner. This provision shall apply to individual development lots as well as to larger land -disturbing activities. 18.All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria: E & S CONTROL NARRATIVE Project Description This site is located on the east side of Tyson Drive in Stonewall Industrial Park. The purpose of this plan is to construct a 159, 000 sf warehouse facility with parking. Existing Site Conditions This site has been kept mowed for several year and has some trees around the perimeter. The drainage will flow to Hiatt Run and eventually to Opequon Creek. The north half of the lot drains through existing culverts and ditches to a regional stormwater mans ement ond. This and was designed as a wet and and 9 P P 9 P installed in 2018. See Stonewall III site plan #09-17. The pond design accounts for 75% impervious area from this lot and has an extra 0.81 lbs/yr pollutant removal that will be used by this development. The southern half of this lot flows to an existing regional pond at TSM-Welltown. This pond was designed to accommodate the impervious area from this development and provides the pollutant removal. See TSM- Welltown site plan and the TSM-Wel/town Pond AsBuit plan with calculations. The pond also has an extra 8.36 lbs/yr pollutant removal that will be used by this development. Adjacent Parcels The adjacent parcels are large lot industrial uses. Soils This 9.4 acre lot contains three soil types determined from the USDA's 'Soils Survey of Frederick County, VA. "The first is (#58) Carbo-Oaklet silt loams. The second is ((#32B) oak/et Silt Loams, and finally (#39B) Swimley Silt Loams. This site is classified as a hydrologic soils group C. These soils have medium erodibility and runoff. Erosion Control Prooram . Install construction entrance with wash rack . Install diversion dikes and silt fence . Install the inlet and outlet protection . Grade site and apply compacted gravel to stabilize areas or building and parking . Grade remaining site and install utilities. Seed and stabilize exposed surfaces immediately upon reaching final grade General Erosion and Sediment Control Notes (VESH Table 6-1) ES -1. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations 4VAC50-30 Erosion and Sediment Control Regulations. ES -2. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. ES -3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. ES -4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. ES -5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but limited to, off-site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. ES -6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. ES -7. All disturbed areas are to drained to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. ES -8. During dewatering operations, water will be pumped into an approved filtering device. ES -9. The contractor shall inspect all erosion control measures periodically and after each runoff -producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. Frederick County Note: 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. SOILS MAP - 1 f1=400' SYMBOL E & S DEVICE QUANTITY CONSTRUCTION ENTRANCE 1 each 32B ffJ LIMITS OF CLEARING & GRADING 9.25 ac . O r / , I 32B ,, � /t ✓/ r J , 1t � - p5 PERMANENT SEEDING t1.0 ac 5B J ,' SF WIRE SUPPORTED SILT FENCE 1,800 ft r / J32\8 OCOSIPDPT INLET PROTECTION 2 each 39B OUTLET PROTECTION 5 each 32B - CHECK DAMS 5 each 398 SEDIMENT TRAPS 2 each SITE DIVERSION DIKE 300' 32B \I 5B ' II \ tJ i 5B 408 I I CODE SOIL NAME HYDROLOGIC GROUP CARBO SILT LOAMS C OAKLETSILTLOAMS C , , 398 7J t 1 �I Ix � J / '1i 39B SWIMLEYSILTLOAMS C O SEDIMENT TRAPS TRAP No. DRAINAGE AREA OUTLET LENGTH OUTLET Ho OUTLET H OUTLET W WET VOLUME PROVIDED VOLUME DRY VOLUME PROVIDED VOLUME BOTTOM ELEV. OUTLET ELEV. TOP BERM 1 2.8 18, 2.5' 1.5' 25' 188 cy 189 cy 188 cy 667 cy 705' 707.5' 712.5' 2 3.0 18, 2.5' 1,5' 2.5' 201 cy 384 cy 201 cy 201 cy 703' 706.5' 707.5' NOTE: EX. PIPE IS LEVEL AND DOESN'T APPEAR TO EVER HAVE FLOW THRU IT. Compact the bottom of the traps to 95%. OUTLET PROTECTION CULVERT DIA. Q -10-YR Velocity WIDTH A LENGTH WIDTH B STONE 1 24" 7.9 cfs 3.8 ft/s 6' 16' 18' 6" 2 15" 0 Cfs 0 ft/s 4' 8' 8' 6" 3 UD -1 6" 0.1 cfs 0.1 ft/s 1.5' 4' 2' #57'S 4 24" 2.92 cfs 3.3 ft/s 6' 16' 18' 6" 5 24" 7.29 cfs 3.1 cfs 6' 1 16' 18' 6" 6 24" 6.46 cfs 2.1 cfs 6' 1 16' 18' 6" 7 15" 9.10 cfs 7.4 cfs 1 6' 1 24' 24' 1 6" TEMPORARY DIVERSION DIKE STONE CONSTRUCTION ENTRANCE EXISTING PAVEMENT l sa 1TMl I EXISTING PAVEMENT T 10' MIN. -_1 """ SECTION A -A RE'........�......�.....�.. ...,. SECTION B -B BERM J 8' VDOT #1 COARSE AGGREGATE FLAW I RIPRAP PIPE OUTLET CONDITIONS 31I (MIN.) L a 'IPE OUTLET TO WELL. )EFINED CHANNEL ifmiw_ L d SECTION A -A t 1 T FILTER CLOTH KEY IN 6•-8-; RECOIOINNDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY RE RINRAP, GROUTED RIPRAP, GABION SOURCE: VA. DSWC PLATE 3.09-1 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 = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 8 INCHES. Source: Va. DSWC Plate 3.18-1 SEEDING SCHEDULE (PER SECTION 3.32 OF VESH) 1.) Topsoil will be spread at a minimum depth of 4". 2.) Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 lbs per 1000 square feet (2 tons per acre). 3.) Fertilize with 10-10-10 at a rate of 23 lbs per 1000 square feet (1000 lbs per acre). 4.) Seed mix will consist of 75% Kentucky 31 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. CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) I. SET POSTS AND EXCAVATE A 4•X4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND R INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC .iN1A M ti O WIRE I , m T y� N 06 r _ O r In , c V CS: Ade ted from Installation of Straw and Fabric Fater Barrien for Sediment Control, PLATE 3.05-1 r � '--I "V 3d a A Q� a Z P� CULVERT INLET SEDIMENT TRAP I CLASS 1 RIP RAP e��,:�a.RIPRAP • : . 'HEADWALL ��:'•:� _./��.•a1�.Iy►�)k �•iaPIPE SEDIMENT E ARE � ■1111111111 *STORAGE REQUIREMENTS EQUIVALENT TO THAT OF TEMPORARY SEDIMENT TRAP, Sm. a SPEC. 3.13 17 CY`E (BELOWBASE OOFSTONE) STORAGE / PERSPECTIVE VIEW 67 C.Y./ACRE DRY STORAGE (BASE OF STONE TO TOP OF sToffr-gmix) PIPE INVERT NATURAL GROUND -r.trrrr e Y r...... tytrt -II -.11 I-11 71. 11 .! .r>r.astir:r.nrs�.,Tar.>�>r..r.�ifr..ia..r..e CLEITH-"' 6* MIN.1 Al ELEVATIONFILTER SIDE XISTING GROUND WASHRACK - Li.r• r .....�T :�T..�o-�r. •SAI Ips?a II@�l,•�7.•; IIIIIIIILb};.�L�IA r I.f.?..I. rarsra2r VD POSITIVE DRAINAGE COURSE AGGREGATE B T13 SEDIMENT AREAS TO BEFILLED ETC.) jp.fi�aT•o TRAPPING DEVICE MUST EXTEND FULL WIDTH OF INGRESS AND -ES VIEW OP�43011PLAN 3 *CMP 0 CMP EXISTING PAVEMENT l sa 1TMl I EXISTING PAVEMENT T 10' MIN. -_1 """ SECTION A -A RE'........�......�.....�.. ...,. SECTION B -B BERM J 8' VDOT #1 COARSE AGGREGATE FLAW I RIPRAP PIPE OUTLET CONDITIONS 31I (MIN.) L a 'IPE OUTLET TO WELL. )EFINED CHANNEL ifmiw_ L d SECTION A -A t 1 T FILTER CLOTH KEY IN 6•-8-; RECOIOINNDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY RE RINRAP, GROUTED RIPRAP, GABION SOURCE: VA. DSWC PLATE 3.09-1 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 = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 8 INCHES. Source: Va. DSWC Plate 3.18-1 SEEDING SCHEDULE (PER SECTION 3.32 OF VESH) 1.) Topsoil will be spread at a minimum depth of 4". 2.) Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 lbs per 1000 square feet (2 tons per acre). 3.) Fertilize with 10-10-10 at a rate of 23 lbs per 1000 square feet (1000 lbs per acre). 4.) Seed mix will consist of 75% Kentucky 31 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. CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) I. SET POSTS AND EXCAVATE A 4•X4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND R INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC .iN1A M ti O WIRE I , m T y� N 06 r _ O r In , c V CS: Ade ted from Installation of Straw and Fabric Fater Barrien for Sediment Control, PLATE 3.05-1 r � '--I "V 3d a A Q� a Z P� CULVERT INLET SEDIMENT TRAP I CLASS 1 RIP RAP e��,:�a.RIPRAP • : . 'HEADWALL ��:'•:� _./��.•a1�.Iy►�)k �•iaPIPE SEDIMENT E ARE � ■1111111111 *STORAGE REQUIREMENTS EQUIVALENT TO THAT OF TEMPORARY SEDIMENT TRAP, Sm. a SPEC. 3.13 17 CY`E (BELOWBASE OOFSTONE) STORAGE / PERSPECTIVE VIEW 67 C.Y./ACRE DRY STORAGE (BASE OF STONE TO TOP OF sToffr-gmix) PIPE INVERT NATURAL GROUND • RIPRAP HEADWALL •SAI r •s r AREAS TO BEFILLED ETC.) jp.fi�aT•o 3 *CMP 0 CMP We SWmge 268 cu.yds. CLASS I RIPRAP 707.0' VDOT /3. /307, OR /0 COHSE AGGREGATE MAX. SmIMENT DEPTH CLEAN OUT POINT) AT 1/2 VOLUME OF WET STORAGE AREA ELEVATION CE: NORTH CAROLINA SEDIMENT CONTROL COMMISSION PLATE. 3.08-2 TEMPORARY SEDIMENT TRAP 1' VARIABLE ORIGINAL 87 CU. YD /ACRE 1 (EXCAVATED) 4 MAIL \ FILTER CLOTH ORIGINAL GROUND ELEV. 'SEE PLATE 3.13-1 COARSE AGGREGATE CUSS I RPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN FEEFI _ 8 X DRAIWE AREA (IN AC.) 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N ✓ TLLJ –– r-- _ S TO REGIONAL POND SEE SITE PLAN TSM- WELL TOWN SP #44-18 �JN 1 ( W Cib a I 1 II I I I I I I I I % / /� % % �' r� j / _ — \G/ ST #2---_—_C / v n, - O j"1,Op STORMWA TER QUALITYAND QUANTI I I I ! °O oi \ yI 1 I \ / r� / / // ! I \ \ / �sr/ I \ \ // SF $ WAS DESIGNED TO ACCOMMODATE THI SITE I I I m I ({ 1l a \ / / / / r/� I \ \\ ////�i qw O� I ( I \ ----- -� _. DATE: JAN 6 2020 TOREGIONALPOND— j SCALE: 1°=40- SEE SITE PLAN STONEWALL III SP #09-17 40 a aD STORMWA TER QUALITYAND QUANTITY FILE NO. 0634 WAS DESIGNED TO ACCOMMODATE THIS SITE SHEET 13 OF is GRAPHIC SCALE t 720 715 710 705 700 0+00 0+50 1+00 1+50 1+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 11+00 11+50 STORM SEWER PROFILE -BACK NORTH \ ATGKA�Ej � I J / OFFICE 120SF A�GRADE 16j I *} 2 ( 1 BATHROOMS 'DOOR 5 81 1667 o o Z, 8 Z, & 41 4/ �16 a I M w a a a a a a �, j 12' /'.. / » »( it (� f ..� DI-I=71I.5' 7l �fN ` ". % 4 LT 25+ \ \ 'W-673.63' . r \\ r I Q 1 / ! B 6 - (709 t I ) r +71 ._---_ - - r0 0 - oLc c o0 720= ;� k V) _ EX. GRADE o 0 PR. GRADE 715 "m O fu O 0) M� O o 0 v Q) QN m v O o — . i y v o ca - n c 7.29 cfs23 ft1s 705 1 — --_ -- (10) 24"ADS N (14)24"RC CL�' - oo 18„ aLEAR 0.66% s 46 "FLAT BOTTOM L 5:1 SIDE SLOPE ITCH io W UA% DEPTH 24” y 0 0 0 0 'T Q i5 in O O ti O ti O ti Z H ti ti N M � ti H 0+00 0+50 1+00 1+50 1+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 11+00 11+50 STORM SEWER PROFILE -BACK NORTH \ ATGKA�Ej � I J / OFFICE 120SF A�GRADE 16j I *} 2 ( 1 BATHROOMS 'DOOR 5 81 1667 o o Z, 8 Z, & 41 4/ �16 a I M w a a a a a a �, j 12' /'.. / » »( it (� f ..� DI-I=71I.5' 7l �fN ` ". % 4 LT 25+ \ \ 'W-673.63' . r \\ r I Q 1 / ! B 6 - (709 t I ) r +71 ._---_ - - r0 0 - 700 48" TYPICAL DITCH DETAIL STABILIZED WITH MATTING AND FOLLOW SEEDING SCHEDULE O,ti m yy c� J OC .Ln -i ,v U) J �Qoazo zj�n¢gtie w�cwmoo z :Iz Lp q V- 7 t:-zi: zwy¢z4� Z e U i W Q ti Z C V 2 W 0 s m o��miz C1�O�y� O W 2i U) w U W w Of ce c� W W a a DATE: JAN, 6, 2020 SCALE: 1'( = 50' FILE NO. 0634 SHEET 14 OF 15 oLc c o0 720= ;� k V) C: O o 0 � 715 "m O fu O 0) M� O o 0 Rom Q) QN 710 O o i y v o ca fu n c 705 1 700 48" TYPICAL DITCH DETAIL STABILIZED WITH MATTING AND FOLLOW SEEDING SCHEDULE O,ti m yy c� J OC .Ln -i ,v U) J �Qoazo zj�n¢gtie w�cwmoo z :Iz Lp q V- 7 t:-zi: zwy¢z4� Z e U i W Q ti Z C V 2 W 0 s m o��miz C1�O�y� O W 2i U) w U W w Of ce c� W W a a DATE: JAN, 6, 2020 SCALE: 1'( = 50' FILE NO. 0634 SHEET 14 OF 15 710 705 700 695 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 Southern Drainage 710 705 700 695 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 IN CONCRETE WHEN POURING FOOTINGS ti UA a 'ipv v u �0�0 �•�.�.,.\\ \ NV=708.0' I 17p INV -7075' \ EY. S NV 2z z O ~> W Is I � I � 15" I}DS I " — — — EXISTING DITCH AS DRAINAGE ISSUES - STORMW I TER FROM SITE i A CILITY WILL REI UCE THE 10 -YEA POST FL0WRAT TO 2 -YEAR PRE EVELOPED RATE OF 6.0 CFS min. _ _ Martin Re6 ional Pond >c 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 Southern Drainage 710 705 700 695 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 IN CONCRETE WHEN POURING FOOTINGS ti UA a 'ipv v u �0�0 �•�.�.,.\\ \ NV=708.0' I 17p INV -7075' \ EY. S NV 2z z O ~> W Is I / DATE: ]AN, 6, 2020 SCALE: 1" = 50' FILE NO. 0634 SHEET 15 OF 15 I � I � I / DATE: ]AN, 6, 2020 SCALE: 1" = 50' FILE NO. 0634 SHEET 15 OF 15