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HomeMy WebLinkAbout01-20 Site Plan rev 091720LEGEND EXISTING FEATURES EXISTING EDGE OF PAVEMENT EXISTING EDGE OF GRAVEL EXISTING CURB AND GUTTER EX. INTERMEDIATE CONTOUR EXISTING INDEX CONTOUR EXISTING SPOT ELEVATION EXISTING TELEPHONE LINE EXISTING SANITARY SEWER EXISTING ELECTRIC SERVICE EXISTING GAS LINE EXISTING STORM SEWER EXISTING FENCE LINE EXISTING DITCH LINE EXISTING WATERLINE W/ TEE EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING REDUCER EXISTING TREE DRIP LINE EX EP EX EG EX CG -6 - .-.-s-50-- --- X 50.0' - T- F{ ; '} T T T p- -e--E-c-Ea --tee E C_ EX. - EX. 15RCP -x -x -x -x -x - --w -w--r-i -•- D& EX. FH ---acs-�-�u�--v----■ •---� •-� t+ w- --- PROPOSED FEATURES PROPOSED EDGE OF PAVEMENT PROP EP PROPOSED EDGE OF GRAVEL PROP EG PROP. CURB & GUTTER PROP CG -6 PROP. REVERSE CURB & GUTTER PROP CG -6R PROPOSED CONTOUR PROPOSED SPOT ELEVATION PROPOSED STORM SEWER PROPOSED SANITARY SEWER PROPOSED TELEPHONE PROPOSED ELECTRIC PROPOSED GAS LINE PROPOSED WATER LINE PROPOSED WATER METER PROPOSED FIRE HYDRANT +50.0 PROP. 24" ADS -T -T -T -T -T -T -T 1 "WM c8a PROP. FH COMMON LABELS & FEATURES PROPERTY LINE OF PROJECT NEIGHBORING PROPERTY LINES EASEMENT LINE --- PROPERTY CORNER FOUND Q PARKING SPACE TOTALS 12 ADA HANDICAP PARKING STALL (k - SIGNS EROSION & SEDIMENT CONTROL FEATURES MAXIMUMDAILY USE (GALLONS) LIMITS OF CLEARING & GRADING - - - - - - - - - LCG INLET PROTECTION ® /P 15 SIGNS s SANITARY MANHOLE IDENTIFIER O #180007787, #200001998 Existing Use STORM DRAIN STRUCTURE IDENTIFIER Proposed Use LIGHT POLES Disturbed Area LOCATION OF TEST PITS Proposed EROSION & SEDIMENT CONTROL FEATURES MAXIMUMDAILY USE (GALLONS) LIMITS OF CLEARING & GRADING - - - - - - - - - LCG INLET PROTECTION ® /P 15 OUTLET PROTECTION ® OP Zoning CHECKDAM CD Legal References DIVERSION DIKE DD SILT FENCE W/ WIRE SUPPORT x- x- x - SF RIP RAP RR 0 0 SEDIMENT TRAP ST 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 a new sewer line to an existing manhole by core drilling the manhole. 5. A new water (or forced sewer) main shall be connected to an existing main by a wet tap. Frederick Water shall furnish all needed material and make the tap. a. An Application for Wet Tap shall be submitted and the initial fee paid before the tap is made. 6. Exact locations of water and sewer services on new lines are to be coordinated with Frederick Water's inspector. 7 Frederick Water's maintenance division shall furnish and install all water meters through 2 inch in size. It is the contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed. a. The meter box, with its frame and cover, must be properly aligned with the coppersetter. b. The frame and cover shall be set to final grade. c The distance between the top of the cover and the yoke bar shall be between 20 and 23 inches. d. All components of the meter box assembly shall be in proper working order. 8. For services that connect to existing lines: a. Frederick Water shall furnish and install., I, all-%'XOY4 ; %"'1" ' 1", 1 %"and 2" water services ii. all sewer services. b. The owner/developer shall: I. coordinate (or have the contractor coordinate) the location of the service lateral with Frederick Water's engineering assistant ll. submit an Application for Service and pay the required fees. 9. All water service lines must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard number 1015 or 1013. 10. All fire lines must have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard number 1048 or 1047 Any exterior, privately owned fire line, interior or exterior, shall also have a fire service HP Protectus III meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 11. Frederick Water shall review the mechanical plans) for design and material approval of a building's: a. domestic water meter and its backflow prevention device, and/or its b. Fire service line's backflow prevention device. 12. DEQ must also approve sewer pump stations. Frederick Water requires a copy of DEQ's Certificate to Operate and a copy of the station's DEQ approved 0&M manual. These documents must be received before substantial completion is issued and water meters released. WATER & SEWER DEMAND AVERAGEDAILY USE (GALLONS) MAXIMUMDAILY USE (GALLONS) MAXIMUMPEAK fLOWRATE (GPM) 300 600 15 THESE NUMBERS ARE ESTIMATES FOR 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 left by vehicles entering and leaving the site. 4. Any damage to neighboring properties including county roads and sidewalks, caused by the development of this site will be the responsibility of the developer. All damage must be repaired to original conditions. 5. A construction entrance must be installed in accordance with the "Virginia Erosion and Sediment Control Handbook" Section 3.02. The contractor must maintain this access for the duration of the project. 6. The contractor will be responsible for adequate and positive drainage of this site. 7. The contractor will obtain a Land Disturbance Permit prior to any site work or construction. 8. All construction will be done following the laws and guidelines set forth by OSHA and VOSH. 9. The contractor will notify engineer of record of any discrepancies between the approved plans and existing site conditions. 10. The developer is responsible for the relocation of any utilities required by this site plan. 11. All Erosion and Sediment Control devices shown on this site plan shall be installed prior to construction. 12. All controlled fill must be compacted to a minimum of 95% density following Method A' of the Standard Proctor ASTM -D698, AASHTO-T99, or VTM-1 as applicable. Any fill placed under buildings, structures, or pavement must be inspected and approved by a professional soils engineer. A geotechnical report supersedes this note if provided. 13. The contractor is responsible for contacting MISS U77LITY 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 ail utility companies prior to excavation within easements. 17. The contractor will seed and straw, for soil stabilization, any disturbed areas that will be lea 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 A1171-3-09 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 9 IBC. Fire Pump shall meet NFPA 20. 3 Proposed unlimited area facilities shall meet Section 507 Un/imitedArea Bui/dings and maintain an open perimeter of 60. 4. Building shall comply with ANSI Handicap A1171-3-09 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 sealed by a Virginia Registered Design Professional. (Soils, concrete, steel, etc.); specifically, fill for slab exceeding code shall require an engineered foundation. Z 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 perANSIA117.1-09. 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 Marshall's direction. 3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall. 4. Burning brush piles of natural vegetation requires a permit. Burning construction debris is prohibited. 5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed. NAME: CERTIFICATION # EXP. DATE: RESPONSIBLE LAND DISTURBER CONSTRUCTION ENTRANCE CE 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 Vl. All work on this project shall conform to the current editions and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal, or local regulations applicable. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety & Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules & Regulations, V3. When working on VOOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. A transportation management plan needs to be submitted for approval and land use permit issued prior to any execution of work within the VDOT right of way. V4. The deve%per shall be responsible for relocating, at his expense, any and a// utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VOOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. if required by the local VDOT Land Development Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor(s), various County agencies, utility companies and VOOT 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. V1 1. 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. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of all test reports shall be submitted to VDOT daily, unless specified otherwise. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. A post installation visual/video camera inspection shall be conducted by the Contractor on all pipes identified on the plans as storm sewer pipe and a select number of pipe culverts. For pipe culverts, a minimum of one pipe installation for each size of each material type will be inspected or ten percent of the total amount for each size and materia/ 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 VDOT minimum design standards and is the responsibility of the developer. V18. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the deve%per or, at VDOT's discretion, by VDOT on an account receivable basis following the Manua/ On Uniform Traffic Control Devices. V19. The developer must provide to the VDOT Land Development Office a list of all materia/ 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 VOOT Residency Office prior to acceptance of that work. Unit and total prices may be obscured. V20. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V21. Asphalt concrete pavement shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of the test reports shall be submitted to VOOT daily, unless specified otherwise. A VOOT 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 forpipe 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. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of guardrail layout to be given by VDOT after grading is mostly complete. V24. Approval of this plan shall expire five (5) years from the date of the approval letter. V25 VDOT Standard CG -12 Curb Ramps shall be installed where indicated on these plans and/oras specified by VDOT 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 yp b copies of borehole logs and report findings of foundation exploration to the engineer and VOOT 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 -hi -place box i r h Contrary p s proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. TRIP GENERATION DATA CODE ITE USE AREA 150 WAREHOUSE 1 159,000 sf IN OUT TOTAL 74 51 125 11 DATA TAKEN FROM THE 1. T E. MANUAL IN OUT TOTAL 10 116 126 LANDSCAPING NOTES 1 935 1 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. VICINITY MAP SCALE 1"= 2000' PROJECT INFORMATION Owner MELNOR, INC. 109 Tyson Drive Winchester, VA 12603 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 Y 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 Per Code Proposed Front (Tyson Drive): 75' 75.00' Left Side: 25' 50.33' Right Side: 15' 145.00' Rear., 25' 156.65' Parking Setbacks Per Code Proposed Front (Tyson Drive): 10' 22.24' Left Side: 5' 550' Right Side: 5' 91.15' Rear., 5' 22.33' Use For Parking PHASE ONE - Office (120 st) Warehouse (18) FUTURE - Office (110 st) Unit Tabulation 1 per 250 sf 1 1.5 per employee 27 1 per 250 sf 1 Require 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 Sion Data Sign Area 50 sf Monument Sign Height 12 it SEE FREDERICK COUNTY ZONING ORDINANCE § 165-201.06 Contact Numbers Sheet Index Surveying & Engineering Firm: Cover Sheet & General Notes Sheet 1 GreyWolfe, Inc. (540) 667-2001 Boundary and Dimensions Plan Sheet 2 Zoning Enforcement., Additional Dimensions Plan Sheet 1A Department of Planning (540) 665-5651 o Specific Details for Flags, Sidewalk, Etc. Sheet 2B Site Inspections: Grading Plan Sheet 3 Department of Inspections (540) 665-5650 Utility Plan Sheet 4 Erosion and Sediment Control., Storm Sewer Profiles Sheet 5 Department of Public Works (540) 665-5643 n Frederick Water Profiles & Details Sheet 6 Sanitary Sewer and Water., o^0 VDOT Entrance Plan Sheet 7 Frederick Water (540) 869-1061 Life Safety Plan Sheet 8 VOOT: (540) 535-1824 `. Landscaping Plan Sheet 9 Te%phone: Verizon (301) 954 6282 Lighting Plan Sheet 10 Electric: Rappahannock Electric Erosion &Sediment Control Details Sheet 11 Cooperative (540) 622-2098 Erosion & Sediment Control Plan - Ph .1 Sheet 12 C 5` Erosion & Sediment Control Plan - Ph. 2 Sheet 13 Gas: Washington Gas Co. (540) 869-1111 o O Northeastern Drainage Plan & Profile Sheet 14 MISS UTILITY 1-800-552-7001 re 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 e Allowed Disturbance 2. The owner will be responsible for obtaining or granting Floodplain 0 acres 0% 0% easements shown on this plan. ^ m c 3. Easements will be recorded and copies sent to the parties Lakes &Ponds 0 acres 0% 0% involved. Wetlands >1AC 0 acres 0% 0% 4. All utilities that will service this site must be placed 0 Sinkholes 0 acres 0 /° 0 0 /° underground. Natural S. W. 0 acres 10% 0% 5. A Dumpster is not proposed at this time. However, an area Retention Areas has been designated for a future location and a screening g g Steep Slopes >50% 0 acres 25% 0% detail is included on the plans. 6. Outdoor lighting shall be provided by shielded wall pack Wood/ands 0 acres 25% 0% lights. See lighting plan. APPROVALS Frederick County Zoning Administrator Final Site Plan Approved by Frederick County Planning Department Reviewer 1. Site Plan approval from VDOT will expire three (3) years from the date of the approval letter. SP # 01-20 Date Date ' 14J_¢ O � C o 0 Ln K koC h n O o^0 L `. C 5` N o O re N 1.1 Z ti Z2 i� C: ^ m c 0 C v _J �?ozxo z 1 �Q, a LLi�� LJ, °p00 x o p O ~ 2 ti 2 ~ p 5v"¢�2E oZYvj W Q�2 W� W Z Z m¢ O �ptOy2V -,ZF2 o�Q�iz C��OOyN ti " I Z o O C ~' l�J Q o ti Ck�v�� W (n Ch C) W ° �Zti OV Q �O O W� Q U) qTJ U �S Z O U) 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 43-(19)-38 \ * EX. FIRE HYDRANT �� 97 PSI GPM 43-(A)-63A ■ U >C Q TOAµ & ASSOCIATES, LTP PARTNERSHIP SUBMIT CORE SAMPLE i �_ — `� = ��®_® @1565 _ _ _ FI DEVELOPMENT _ _ —__-_ _ _ _ _ _ — =: SERVICES,LP � ¢ O LIZ OB 743, PG 1198 ZONED: M 1, TOVDOTf1ELD INSPECTOR TO VERIFY PAVEMENT & ttt( Q 060020426 — ZONED: M-1 y C o 0 0 0 ry v USE: INDUSTRIAL 14.12 ACRES STONE DEPTHS w w — w w ��� �� ,� — w W — a ._.__ w w ®w — i—,g — u — w ____ w — USE: INDUSTRIAL . "� w — w —w- 19.04 ACRES n C k� — -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- — -- -- -- -- h w -- w —w —w. — —w— w —V = w —._ w .,.�.� INV=72552' 815' w..®w�.w—r—w—w TO RT 861 1680' TORT 661 ss- w -- -0 w 390' TO -- ENTR NCE 280' TO ENTRANCE o EXTEND UD-1 r6 4:1 TAPER \\�� STRIPING ER I o HATCHED AREA PER WP 2 ry 3' PAST CURB DISTANCE TYSON DRIVE - RT 863 - 80' R.O. W. 35 MPH LOCAL ROAD 710 ADT's EX. 115 LF8"DJ- CL 52 WATER MAIN ` -MILLING -- 0 390' SIGHT i M N o —-- 390' SIG UARDRAIL HT DISTANCE _ m 0— — — — EXTEND 15" RCP - 16' & STOP BAR EX FIBER-OPTIC LINE "E ero--_ o 0 m EX. 20' WATER ESMT #070007281 F o vi i INSTALL END SECTION N 42°19'18"E - 403.99' O N 42°26'31 - 391.57' cu O EX. FIRE HYDRAN EX SSMHvu STOP SIGN Fa vu — w� FM --- Fw FAry — m m — FdL -- FA FM -- FN EWER FORCE MAIN RIJ M Fa &D - fa •-••�- Fw Fu — §',2 ma •1 -- � —� -- 6ii rl � k — Fm Ed — — Fm RIM=728.57' EX. SSMH A �` 87 PSI (x)1443 GPM INV=716.15 40' 'o N SIGN I EX. 25' SAN. SEWER ESMT - #070007181 RIM=713.21' $ B $ g $ F $ w — . g __ --- fNV=704.5' EX, 8' SEWER LINE g RIM571 n74'µ � — — Fu -- M -- Fw — fm — Sm w �.. g s — — 9 — ffi --- 8 — s a � r0 J O V r x I n 5'R r EX.10'GASESMT -#070012749 N 75R ,9' HEAVYASPHALT HEAVYASPHALT GH 5P LT Lr TA PHA T 5R a 69'R r\ - 45 R a I I I O DRAINAGE ESMT 35 R w w w 30 U R PA KI NF1,W+ w w r—r—r—w w—w—r w s G ` I I KCvr CCcrr CCy KCVI M2 ooc 600' 75'BRL o0 KW 00�o�oarRFUTURE .•"`..__.._- 111R PARKING NOTE:THEAREA FOR THE FUTURE PARKING SPACES ALONG THE FRONT SHALL HAVEOTHE TYPICAL COMPACTED SUBGRADE INSTALLED & GRADED ACCORDINGLYTHEN PLACE 8" Of TOPSOIL AND SEED PER SPECS. THE DI-3C TOP MAYBE ` O o �, 7�100R at INSTALLED IN THE FUTURE AND A MH-1 TOP PLACED THERE UN77L THEN. ( a D o Q, 43-(19)-23A ^ 1 VWT LLC o a 180010580 50.33' w w w— w— w— w _ LD a OJ vP ZONED: M-1 x o N S R. RlDGELINE h (� a USE: INDUSTRIAL fao 221 ACRES II W 7-2 3' DOOR AT GRADE 3'DODR Q a AT GRADE 5.501 i �� i I 2¢ 2 C xa g , ZOOQv� F IhoI w rya LL �� Q W Q 159, 000 SF BUILDING 4,220 OFFICE 38 TALL m I sib a , a I w I C2 W U Q W W m - O 04:¢� z a w C) IZ— 2� ti 2~��� ry G a N S EX. SSMH 5 5 RIM=708.11 8 INV=704.2' w I I SU�¢tiaZy W¢' U� W p v o_61Y II - Ff-716.75' ti 20' xowz�mzti o00o �S 1 nN W 5 I u / 3'DOOR AT GRADE 3'DOOR 18 I AT GRADE PR. 10''—" PRIVATE �i,SEWER of M EX. SSMH L 5 24 x RIM=71594' s 7 INV=70769' Z Q 20' 43-(19)-lC MELNOR, INC. 180007787 a fl ( a ESM7 '6Ln » » "°- ^ r » » aa v ZONED: M-1 I ( i- I„ Q FUTURE OFFICE SEE ARCHITECTURAL 9.438ACRES 1 HOUR FIRE PLANS FOR STOOP R.4T/NG REQ D a F: � � U U � I' N 120 SF FUTURE / BATHROOMS AND STAIR DESIGNS OFFICE I 1205F A a o U) � c 3GRADEDOOR O w f 91.15' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 o 0 0 0 0 0 BATHROOMS 43-(A)-63F Ul w U J U 5'R V p U V V V V V O U U U V V C K£ K V V U V U V 0 0 0 $ 0 0 0 0 o a �' o Q o 0 0 0 0 o a V V V V V O o 0 0 0 0 0 a ( MELNOR INC. Yt i 110004867 > Lu >mm z a a 145.00' a p a a ,.1 q 'v. m m a W rn a a q q v �, v m m rn m (� ZONED: M-1 w USE: INDUSTRIAL w o w 0 w 0 I w\ I° r q C I' �'❑ .� � 'hQ q I 11.0 ACRES W W w W w W 1 <^ 24' N I I I a �• + 2 a B } a", a ACCESS I a I \ \ 12R 16.5'R F t 1 a 4 I a �. , g' i , 6:16 5 i 4 45R I 50R i I ESMT N M M ". �,. w ., q q.• 2s�xd14 eorycRETfravG>kDap \ - — — — — — — — —_ INV=708.1' - --- \ * \ `• •—•—•—•—•— HEAVYASPHALT —A—A—N—A—A—�—•—A—A—A—A—A—A—A-11—A—A—A—� A A—A—A—A� � 1 120 R �-------------------- -----------~ —� I ' � I I M m ^ FUTURE DUMPSTER PAD SITE W1 SCREENING - NOT ( N -� s a TO BE CONSTRUCTED AT THIS TIME w I� i j — — EX. SSM RIM=71278' INV=704.4' �.. ._._. ..— 25' BRL 75'R o V n O O — ( S 42°28'16" W 673.63' \ 42.5'R W R O C ( O 43-(19)-24 �- ~` DEBRA AHLFELD x p \ Z° Z P4 190000442 ZONED: M-1 o I ( �P I I ChUn USE: INDUSTRIAL ° f / \ O Q Q 2.32 ACRES I Q RITE-HA2 a OO ADMINISTRATOR, INC -- DB 888, PG 1465 \ \ rN \ _ _ � 1�' 1�) ( I f ✓ ZONED: ( Q w .E Z ti m ( USE: INDUSTRIAL l TR 29.77 ACRES Y jTDRAINAGE ESMT W Z \ I I I 0.10 � I / \ DATE: JAN, 6, 2020 o I 40' 0' 40' SCALE: 1" = 40' FILE NO. 0634 J a GR4PHICSCALE SHEET 2 OF 15 oloo O 43-(19)-38 TOA N ASSOCIATES, �� ` �. EX. FIRE HYDRANT 97 PSI @1565 GPM -t- 43-(A)-63A FI DEVELOPMENT ■ U k p LQ TPF LTP PARTNERSHIP SUBMIT CORE SAMPLE �) TOVDOTf1ELD ( �f "o. �.,, -- -® -------------------- ---- SERVICES, LP --- --- -- �.� ��....-_..®...®®®.®®d,...-,-.---®.®.®®�___'= ®®�®.®�®®�_..._.�-_� � O� O o 0 DB 743, PG 1298 INSPECTOR TO 060020426 ' N a ZONED: M-1 L US14.12 VERIFYPAVEMENT& ` ` .-r ��- ZONED: M-1 .®�-r®r-.-r� USE: INDUSTRIAL v-®-..r..m..--e_-a--.-..r-.-a-e®v-m O ^ � I AUCRES STONE DEPTHS ®--•"'®"-"-.-.r- • r _ a-. . . a-r-.-.-®--.-r-m-®-m-®-m-®-r-a-r-m- "" -- r—.-r-r-r-r -a-.®® ®-a-r-. -- 29.04 ACRES Un v --- ------------------------------------------------------------------- ----a-- ------------------ \ -------------------------- ------------ O o 0 -v-:-v-ei+.S-_.-v-v-v-v-v-r-v-r-v-v-v-v-.-v-s-r-m-v.•-w.--.v s-r-v-v-v-..-r-r-.-r-r-.-v-v-v-v--.v-..a-v-v-v.-a..-a---m-a ' $-v✓�� V =72_I I``III-�IINI.t v--r-.-e.-v.sr.r ®v.mv-..v-a-e.+.- v....v®a--.a---®• " 815'TORT861 -�•-. 1680'TORT661 -'j\R.__--... -\-�—1r/ �gm 4:1 TAPER � ENTRANCE 280' r0 ENTRANCE EXTEND UD-1 STRIPING 3'PAST CURB HATCHED AREA MILLING PER WP-2 0'SIGHT DISTANCE TYSON DRIVE - RT 863 - 80'R. 0. W ' 115tFe D.tcszwnTERMAIry -- ------ _--IIIIIIII -------- 3 -------� -------------- --- - N ro Rm VARDRAo�sEc°---------- '�;_z55z^ -51GVA DP41L v *- -� FLAG POLES -1 @390, aHTDISTANCE EXTEND 15" RCP -16'& 50' EX. RBER-ORILINE STOP BAR EX20'WATER EST 070007Y1 __-- LvCo�Urzp0n`390'TO , Ln pyy INSTALL END SECON LL N 421918E - 403.99 N 422631"E - 392.57 EX. FIRE HYDRAN SEWERFORCEMAIN EX. SSMH STOP SIGN RIM-713.21'87 40, ,.w -.EX. ---.--- ca-$I.�pl PSI @ 1443 GPM V=716.15 SIGNI EX. 75'SAN. SEWER ESMT #070007281 INV=704.5 -- EX. 8" SEWER LINE -.i - ._w- -Q----F-- -- -o-QRx_; -/ -. - • -•-- .-.--•f\.-- e._-..e./--.d.._- EX 10'GAS ESMT - #070012749 —� -- --- _ __ _ .---- .------- 9, 'R SIR 5'R Pli 91 45R .-a.v'i -0-03- , - -d7.-AI -. .\_. -.%-/-.- _8.-_,%_-7._. .� _S3 -/...-../..-.J- .S 5w\-T_\ -.-- —T\rHaa- _` DRAINAGEESMT _I1 � l' _A / / ° U R PA G . • . . . . . . G6 U PRK G t 1t --- --•-/.- 75'BRL IIII ADDIIONAL SIDEWALK Lu m � % 100R 76R �� 43-(19)-23A VWTLLC 50.33' -w r- Av_ J 180010580 �52Iit) (WI 5R; Li M-1 I i 2.21 ACRES o — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 5USEINDUSTRIAL i.,aII`.aIII•"iI�)iII Z�oJwZCn_ICIQ wtiy`a�x oo2a2Qp Wmo�I-5I�gI�.o ' 159 000 SF BUILDINGW 4220 OFFICE z EX, SSMHrz RIM=708.11 -(A)-63f ao~ w�38'TALL p� INV=704.1' MELNOR, INC. u^y x\ I)IIIiIIIII Z'' 110004867�zQ ZONED: M-1 USEINDUSTRIAL nJ l�11.OACRES1 I S;M524' .y 20' 18 PR, 10 PRIVATE • \SEWER ESM 0R a INV=707. 43-(19)-lC MELNOR7INC. �IIII�IIII(I)- » ����iI((�� � � x 0 ZONED: M-1 1q.8 II -ww� `-q (2) 6" ELECTRIACONDUIT to 9.438ACRES (2)4 CONDUIT �-3R_�"y�I�II.•_Ii (2) 4„DATA LuNvuli � p UC4ix Y 00 U Y UZ91.15' LA 5'R (2LT CONDUIT (4) 4- DA W of � � � 0 w 1" 45.00' \•-.r° t - r. --. -\.• ( \.-•-\3-5•-2..\ \ 6X8'SMOKINGAREA YARD HYDRANT 24'96/ F x ACCESS i 2R ;-l..q-q •. a, P\M ESMT <.,. s 45R 6A '. INV=708.1 �»--, ._ -`M..r-a .--•...r°-, .-•_d'. -L—g' .-_'-BRs._.f ./-^°.q --'.-t -.- � titi>O��Ov II 120R FUTURE DUMPSTER PAD o1-- I_ E. SITE W/ SCREENING - NOT TO BE ED AT I wI f EXSSMh .--.--.-_.v-.--.- .�'_R9._.•. 5 .�_ 75R L, Ib V 42028'16” W- 673.63' LQ �S O O (II(i tir�ZW_oP �u Utirr I DEBRA AHLFELD 190000442 W Mti ZONED: M-1 USE: INDUSTRIAL 2.32 ACRES r.-_,r-❑ lz '.- -lA\ RITE-V42 ADMINISTRATOR, INC. - - j° DB 888, PG 1465 ZONED: M-1 USE: INDUSTRIAL 29.77 ACRES DRAINAGE ESMT W w ; DATE: JAN,6,2020 �-. h SCALE: 1" = 40' 40' 0' 40' FILE NO. 0634 GRAPHIC SCALE SHEET 2A OF 15 O BUILDING J4 Prurro out any dead or //�broken branches, remove all togs, labels, sMngs, r oil ) + 4 � ■ V k ¢ 0) wires, etc. from plan. 2—J• Saucer 2—J" mu/dr t of t o oar ban to r -z• — FM — F FSA F — — ----- � t FM Fib!' FM F M F Fh FFA n � � WV / aqua/ or J! a grade. U h / •.,1•�, :Yrr ' Remove container, use ii"':" sharp blade M make ��e r %:' rmr l�I _t aura the C� +/ UGE UGE UGE UGE U E UGE UGE UGE Vit:; .�?.' �.i i✓, len m o1 bol/ and cut o f'* t.l�{� balk /ween romOmaOf rail, pa ted ..— y^+ w -Y. �. [+ p+ 3 u� g� [� wa w? O p� ( S e3 g± ed INSTALL (15) 36" TALL Q+ �+ .3 S .7 O pl M E BOXWOODS TO $ CONTAINER GROWN SHRUB ' SCREEN LIGHTING a "' e j, ro N 6 ^' � — — — — — — I p $ or broken en any dead or broken brooches. FROM ROAD > c @r 12-'12 �– Remove all toga, labels, sMnga, wires, etc. /ram - ---- -- l! j C / jJ/p I I plant. L 2-5* Saucer mulch 2-3'� Set top of root boll �` to I-2• — GPS -- GAS GIS _— _— GAS — Cas —GAS — GAS Cas ---- GA's-- ! GAS — G� GAS — CAS — GnS — CAS ` % — GAS — w —_@nS — w — GAS —w- ca O O / I • I equal or .Lm grade. - - - - - - - - - - - - - - - - --- GASEASEMENTI —___ __ _____ -------------- ----- •:.—:, ,'ti Remoro rape Cr burlap !f� ham root ball \ I I " ' " ` '.r y G " w 6Q 10 flags 50 x60' SPRINKLER AREA w 2 / Dig hole 2-3 Urn width of root () 1 ,y I 12-6+ BALL & BURLAP SHRUB G \ LED's 1 (3IG-LE N SHRUB PLANTING DETAIL G -1 1-cw- E-SP1o0 ©;�I-CW-UE.SP10 � d I(NOT TO SCALE) FR REE HYD ANT YARD HYDRAI I w w w \ ° {° •, GG (3) 35'p in 4" N A 1�GS V) �O IN 4 XPA4� CONC. I \ concrete pad ` INSTALL FLAG BASES PER MANUFACTURE'S O 00 7 Cy for gh V " ` n� REQUIREMENTS tt8 o oa �l conduit 6 � — 40 r. x35' flagpo% Peasement a - - ------p, B 12— —-------12� c m LU U, c z �xQwwn0000 ` a3�ztio� " ¢o u�u 10' �~n �0'10' U Qz LU ZK zVQmwi w~a� YARD HYDRANT DETAIL GRAPHIC SCALE FLAG POLE DETAIL o�OO=Nz¢ 10' o' 10' GRAPHIC SCALE Ln z Ln z m woo 0 � 00 '--.. >w>>3 w r< d a o l I ,� wwww � +14 f ? �i - 151 si g� V (6) RISERS 7X21 STEPS _ 0000 www w w n w n w s 161 \ wWIN c INSTA STRIPIN �y rt U, ooNo Gl I o � ml 1 I \ GT UG JG GT G \ ✓ 5 1 \ �rn \ 1 16 � 15 t I til Gj GT T GT UGT UGT I m 1` lvi �U c I V I j ¢ b �I \ I 1 O V '°t I� I W Q a W B / cl � 1 t , o .C� Z c c� O ' rn , + 1 6 - 1S U- -1A GC I 9 INSTALL STRIPING 9- W Q %�- 5/ d TIE TO EX. SIDEWALK tn i- U \ UGE U E UGE UGI\— M 9 9� 91+ / � +11 U J }INSTAL(10)12"HDPE I ss a IN w W Q CJ 15-1 ! j n I DATE: ]AN, 6, 2020 3E I 161 SCALE: 1" = 10' FILE NO. 0634 SMOKING AREA DETAIL FRONT SIDEWALK DETAIL SHEET 2B OF 15 � � � ■ W Q (3 LC 15E J w w -- w. — a ® w ® W '� W �'--- W «- .- W` •.-._.. W - --- W — W M ^^•- w -- w --� W — W — ��---- ♦ — ♦ — w �'-- w -- w ---- w — w — m — w — w — v --- 4, o 0 w 15 IN -� W- W W ---- W --- w— x— W— w —w — v -- w ---- a ®r — a— w— v -- W ---✓ \ n U v '. �, p + 16 -- w — W — W � \\INV=71551' — r 7777\� — \ \7777`---.._. — — — — --- —.— �- q \ \ \ \ \ \ \ C - _ _� — __ _ -p fu li.-"a %' O Cm rn 0 / 115 LF8"D.L CL 52 WATER MAIN I 16'1 —� __ _ - --- _ —�- j -- — f _ �: _— ..--• ., - .''�— / .p ��,_ F0.-.... B� I ..a.'i iJ3_ F-0 O'_ F-Q^..�,- F-9----.^^--r+a'u.—.— ------ � .- ♦ �-.. / f I -- 7777 '' ! ' (/(� o r o � Q CaJ c 15 - - - ---+ ~ / _/ \ EX. NEER,0RTIcu�IE I-p _"�° 15 163 .� - _- �. r 53 / l I N 42019'18" E,1403.99' j ~ \ ~, \ \ N-42 26'31 " E J392.5T �S J EX. Mh( "W Pr —• Ri �- - M ...� FM m �..- &8 -'—''� "-""'� ....-» pg _.m @fie --.^�. 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[18-418 X18°1 a 10 0 10 Slopes can not exceed 2% ° I EX ss EM=715.94' / INV=705.69' — — \ / j / GRAPHIC SCALE within parking or unloading areas (including gutterpans) / � \ ¢ }} \ \ / / 7( J fff ,S 7 / / \ 1 a '�l� ``' / / / J , 51 I i "J -tl �! b Ln z w 2: z w 111 I� m�`l // // } v vv r / j / �� rr I (• // foo 167 161 CC 169 C /l I t«tI I J z �\ `\ \` r // // — _ r lj \ \ / / / // /r` 1 652 i �q zUCr3 O 3 U U X I Il � I+� 5p T" \\ / // 1 A '! / f / FFf }16 �� ��I > LU LU > w�� m m X161 ( 1 \ 16 161 162 161 161' 161 '� I ��� ( r fr 5� . ♦ 1B/6 1 ? e 1 :❑714 1 I o www o o 16Z ' II 1 ♦\ MH- =714.8' . 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P,s f — ^ � —� � — _ \ �j! } - _ \ 1 I 8 -- _ 1709 / / Z � � rn Oti PC ZI \ / // / ✓ / /rte ✓` - ~ ' ( �I ,e .' .' /rr. \\\\ -r r' \ 1 O 15 J OW +7-a — Q Wtiti oco- ( \ \ - / ✓%/s/ �✓ -- ---------- ---- __ .� -- 7777- -7777-` -__-- _ = --- DATE: JAN, 6, 2020 SCALE: 1" = 40' 40' 0' 40' r FILE NO. 0634 GRAPHIC SCALE SHEET 3 OF 15 — — — TREAT WOODEN PANELS WITH WATER SEA LAN T. DIG TES T PI TS TO VERIFY FOR CEMA IN WIL L L HAVE SUFFICIENT COVER WITHINENTP.4NCE T NCE =z Z=_ - 0 CJ Q �< AREA ADJUST FORCEMAIN, IFNECESSARY - _SSA R Y r-4 'q- i)�ICK WA TER FIELD PER FRi,6 7 OR tv INSPECTOR. r� L� Ln "D to — — — — — — — — — — — — — — — — — — — — — — — — — — r_ 0 w w 4r w w w w w -------- u IK __ZlNV=7W2SS2' fo cn FREDERICK WA TER NOTE: CONTRACTOR SHALL ADJUST EXISTING FREDERICK WA TER FACILITIES N�EX 115 LF 6"OL CL 52 WATER MNN\ c: PER FREDERICK WATER INSPECTOR REQUIREMENTS WHEN GRADING NEAR OR IN EASEMENTS UJARDRAl F�- F� F�- F�- F�- F� > L_ 13 EX. RBER-OP77CUNE N 42019'18" E - 403.99' N 42 026'31 E - 392.57' F-0- Fl- F. U-) �Q) �'Q_' .0 TYPIC4 L 6' TA L L B Y 8' WIDE EX. H SM IM R 728 Fm _FM pm —Fu —rd —m —PH —m —m —m —m —m —m —m —w —m —pN —m —m —m —m —m —m —m —m —m SEWER FORCE MAIN —F. EX. SSMH VA m m _24 —FM —Fm _Fm �'/ 4 I FN — FU — FM — Pd — rd — IM — DOG-EARED FENCE PANEL. INSTALL ON 4'X4'X8' TREA TED POSTS SET 3'DEEP. 16M cm cz (Ll�) I NV --7 6 1 .15 RIM=713.21'&— INV=704.5' 6-0-0—s—s— t —T Fx­SS P 6— 1;— 5— 8— %_ 9— 8— DUMPSTER & SCREENING FENCE DETAIL EX. 8'SEWER LINE RIM=710.74' N. T. S. -:� ­_ ----------- --------------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- - ----------------- TIE TO EX, 8 - ------ --- ------ - - --------- ---- -- ---- -- x GV w —w ---l-w —w —w --�-w —w —w w _w (3) GV's 81, TEE —w i ­w W --+-W —w _w 4 (3109 24" ADS CULVERT 450 1 15114f)c; 11 VER w MH -1=724.5' INV=714,0' w Dl -K=719. ol INV=715,5' 75'BN*\\ 0 TIE FOUNDA TION DRAINS INTO STORM SEWER. SEE (40� 10"ADS (6� 10"ADS DOWNSPOUT (109 10 -ADS DOWN5POf fT DOWNSPOUT COLLECTOR TO WELDED COLLECTOR TO WELDED COLLECTOR TO DI -3 1 O'X24 " A DS TEE I ARCHITECTURAL PLANS. 10'X24"ADS TEE (TYPICAL) (TYPICAL) 99 tu 0 0 M Un) ZM FF w -w -w -w x -IJ 18 HEA D WA L L :�3z ��t ."4i I 30'(12 P VC SLEEVE) CO VERING SEWER LA TERAL, CENTERED ON 5 a U, uo� ic-1 Pz WA TERLINE CROSSING, �� U) Q Z2: Pz_ X SEWER LATERAL - 140'OF 6" SDR-35125INVERTAT s s EX. SSMH RIM=708.11 ko BUILDING 713. 0' T =704.2' z- LL, SEWER LATERAL - 100'OF 6" CORE DRILL CONNECTION TO SDR -35126 WITH CLEANOUTIN TEST MANHOLE BY CONTRACTOR PER FREDERICK WA TER INSPECTOR 2 ul) SIDEWALKAND AT THE PROPERTY LINE. .4 0 PITS zo s I INVERTA T BUILDING= 709.0'(UNDER REQUIREMENTS AT 704.7' co F0077NG ENCASED IN CONCRETE) X wm=IAJ.y�' ',I- INV=707.6.9 15 WA TER NOTES: SEWER LA TER4L INVERT 0 AN INTERIOR COMBINED WATER RISER WITH BOTH DOMESTIC A TX-ING 706. 0' Ln ww METER AND HP PROTECTUS3 FIRE METER SHALL BE USED. CORE DRILL CONNEMON TO hri 0 A DOUBLE DETECTOR CHECK VAL VE 15 ALSO REQUIRED a w 0 U 0 U MANHOLE BY CONTRACTOR PER v LA YOUT A NO PIPING SHA LL BE PER FREDERICK WA TER 0 Ln �e (n ��e FREDERICK WA TER INSPECTOR INSPECTORS REQUIREMENTS u c� 0 c� 0 REQUIREMENTS A T 708.5' TIE FOUNDA TION DRAINS 8 FIRE TIE FOUNDA TION DRAINS u u INTO STORM SEWER SEE RCHI A TECTURAL PLANS, 1.5"DOMES77C LINE & METER INTO STORM SEWER. SEE ARCHITECTURAL PLANS. . 1 > Lu 7D METER �'XIO'RIP FH A*, GV 0 T 4H 6'X8 (3) TEE GVS MH =714.8' > RAPSPILLWAY INV 708,2 155'j P" 1. V 4" L 7 DI -1=712.5' INV=7087' 0 3X3X6'GABlON BASKETS INV= Top 7 0' (130 24 A DS CUL VER)% Z BOTG004' I ol 45*- a— 706. - (3) G VS 8 TEE PR, 20' WATER ESMT A .4-- A At A 450 NIL 16 W 24 END SECTION 45 ULJ R! EX. SSM INV=707.5' 25'BRL Lu RIM=712 P8' '**�15"HEADWALLS INV=704,r' N INV=707.0' -,le LQ S 42028'16" W - 673.63' 24' END SECTION ol- f zzz "I E -Z 42 LI) LQ Lu 0-6 U) w 18'OF3X3X6' Qiz� GABION TOP=706.5' DATE: ]AN, 6, 2020 SCALE: 1" 40' 40' 0' 40' FILE NO. 0634 SHEET 4 OF 15 GRAPHIC SCALE 730 730 710 725 720 715 710 705 0+00 0+50 1+00 1+50 1+00 2+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 1 710 710 720 1 715 1 710 1 705 1 700 PR. GRADE SECTION STEEL IRON STEEL D-3A3B,3C ss t 3 LBS 1 43.6 LBS p-3" INCLUDING INCLUDING LUGS �ONNECTOR O Q TYPICAL T LUGS TO E F' --- ------ ��n-rcc NOTES TOPBERM=71 .5' X. IS E- M Q 98% DENSITY PR. GRADE E MEASURED FROM THE INVERT OF �'-4" LONG 7. DEPTH OF INLET (H)70 BE SHOWN ON DEPTH GREATER THAN 70'USE BMs EMERGENCY SPILL WA =712.5' 2" - SUBGRADE FREE Of ORGANICS r THE THE OUTFALL PPE TO THE TOP OF THE PR. G DE 311°.11"samm 'llFlt= ' m - . > 3" DIAMETER (! WEEP NOTE B NT12" ASF 0 &COMPACTED TO 100% DENSITY JdNT Install cap w'th F 7.29 cfs j00 yr=711.7 `( f I _ HGL-IOyr 9 + + I SEEP HALE. SEE NOTE 2.3ft/s to conC / -10 yr=71 5' -� J\\ J @'•-$+-18" IRR 4" - � - 2.92 cfs cnNNEcrofts TO COLLA - - -. y 0 WNE DIASTER 0.03",NUMBER 4 MESH -- " w - = 2-Yr=709.7.........__ - _ -_ (115) 24"ADS 3.3 tt/s H46 L-10yr HARDWARE CLOTH ANCHORED FIRMLY 155) 2 "ADS - - -- "CLEAR STEPS.'E FOR VDOT ENTRANCE 6.46 cfs (1 4) 24 "RC - CL p ^ 4 2.1 ff/s6.s II II M F BAR A 1 ' D FACE OF CURB NOTE 5 \ EX. (3) 24"R I_ - 0 " ti GUTTER CR K CONTROL JOINT CRACK CONTROL JOINT EX. DITCH 1.1 fVs 15"ADS g.. g.. CONCRETE IS TOE 4000 PSI. 18" C EAR INCLUDED IN THE DD PRICE FOR THE 18" CLEAR - 1-00 yrs 707, Q 10 yr = 707.1 - - -- - k 18" min. 2 yr = 706.9' 0.66% I; 2 O O O O J W ! F Ln V O OUl O ^ D o U 310'OF24"ADS ti Q N ti 94 cfs -------- -- - o W o W o GOo o O j O j O 2 ti O' 2.9 ft/s b-- ti � 2 N 2 N ti � .y 4�j ti ¢ix ^i ai N W 0 TO ni 1 q UAUA o iso may- h N O N II h^ M = O N C� M p b O W M y �, O o _ GO ztl� O 0 O O O O O 0 u' O W O �1 I ~ ~ 'j cz. O> O> h> ti ti 00 L Cl, � N b I O Nb > N M O •Z" o ti O Z ti ti H N H N Z � •Z" K`*1 'Z" O Q W Q Q Q O iz J J POND 3 p ~ k M o Q Z 11'j M b> 'j M ti II'j v> M M M M M Nt 0+00 0+50 1+00 1+50 1+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 STORM SEWER PROFILE - FRONT SOUTH 6+00 6+50 7+00 7+50 1 710 710 720 1 715 1 710 1 705 1 700 0+00 0+50 1+00 1+50 2+00 2+50 3+00 STORM SEWER PROFILE - BACK SOUTH PR. GRADE SECTION STEEL IRON STEEL D-3A3B,3C ss t 3 LBS 1 43.6 LBS p-3" INCLUDING INCLUDING LUGS �ONNECTOR O Q TYPICAL T LUGS TO E F' --- ------ ��n-rcc NOTES TOPBERM=71 .5' X. IS E- M Q 98% DENSITY PR. GRADE E MEASURED FROM THE INVERT OF �'-4" LONG 7. DEPTH OF INLET (H)70 BE SHOWN ON DEPTH GREATER THAN 70'USE BMs EMERGENCY SPILL WA =712.5' 2" - SUBGRADE FREE Of ORGANICS r THE THE OUTFALL PPE TO THE TOP OF THE PR. G DE 311°.11"samm 'llFlt= ' m - . > 3" DIAMETER (! WEEP NOTE B NT12" ASF 0 &COMPACTED TO 100% DENSITY JdNT Install cap w'th 12" dia. hole 7.29 cfs j00 yr=711.7 `( f I _ HGL-IOyr 9 + + I SEEP HALE. SEE NOTE 2.3ft/s to conC of outflow -10 yr=71 5' -� J\\ J @'•-$+-18" IRR 4" - _ - 2.92 cfs cnNNEcrofts TO COLLA - - -. y 0 WNE DIASTER 0.03",NUMBER 4 MESH -- " w - = 2-Yr=709.7.........__ - _ -_ (115) 24"ADS 3.3 tt/s H46 L-10yr HARDWARE CLOTH ANCHORED FIRMLY 155) 2 "ADS - - -- "CLEAR STEPS.'E FOR VDOT ENTRANCE 6.46 cfs (1 4) 24 "RC - CL p ^ 4 2.1 ff/s6.s II II M F BAR A 1 ' D FACE OF CURB NOTE 5 \ EX. (3) 24"R I_ - 0 " ti GUTTER CR K CONTROL JOINT CRACK CONTROL JOINT EX. DITCH 1.1 fVs 15"ADS g.. g.. CONCRETE IS TOE 4000 PSI. 18" C EAR INCLUDED IN THE DD PRICE FOR THE 18" CLEAR - 1-00 yrs 707, Q 10 yr = 707.1 - - -- - k 18" min. 2 yr = 706.9' 0.66% I; 2 O O O O J W n V Ln V O OUl O ^ D o U ti Q N ti ti a o W o W o GOo o O j O j O 2 ti O' •�-I b-- ti � 2 N 2 N ti � .y 4�j ti ¢ix ^i ai N W 0 TO ni 1 q UAUA o iso may- h N O N II h^ M = O N C� M p b O W M y �, O _ GO ztl� O 0 O O O O O 0 u' O O �1 I ~ ~ 'j cz. O> O> h> ti z 00 HN Cl, � N b I h^ N Nb > N M O •Z" o ti O Z ti ti ti N O� Z N Z Lh •Z" K`*1 'Z" R 0+00 0+50 1+00 1+50 2+00 2+50 3+00 STORM SEWER PROFILE - BACK SOUTH MN. 1/10 D 11/10D_X D % BEDDNG MATERIAL 111 % I - X /i' PER T OF H MIM. s MAz.2a' FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE 1 1 TOP OF FILL1 I OF FILL MIN. 1/10 D-+ 1 % 1 p 1 X 1 -NOT I/" pE8 w1' ^ '^"' 7"TP'Ti7'STt+', E MATERIAL 1'IOF M % D % MN.1/10 D EDn., T� MN. B", ��- REDOING MATERIAL EARTH MA%. 24" MATERIA FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ® EDGING MATERIAL IN ACCORDANCE WITH NOTES: 01-1 715 715 710 710 705 705 700 700 715 715 720 710 715 705 710 700 705 PR. GRADE SECTION STEEL IRON STEEL D-3A3B,3C ss t 3 LBS 1 43.6 LBS p-3" INCLUDING INCLUDING LUGS �ONNECTOR O Q TYPICAL T LUGS TO E F' 'x-31/,1 �7 L 21/j' x 2%i' x I/�' ��n-rcc NOTES FOR DETAILS OF INLET EXP ION JOINT 3'-10" FRAME & COVER SFE STANDARD IC -2. _ KEYED CONST. BMS JOINT EX. GRADE M Q 98% DENSITY PR. GRADE E MEASURED FROM THE INVERT OF �'-4" LONG 7. DEPTH OF INLET (H)70 BE SHOWN ON DEPTH GREATER THAN 70'USE BMs � p BRAS B r ARS F i DM W PED 2" Jmill SUBGRADE FREE Of ORGANICS r THE THE OUTFALL PPE TO THE TOP OF THE ST�� DI -IA 311°.11"samm 'llFlt= ' m - . > 3" DIAMETER (! WEEP NOTE B NT12" ASF 0 &COMPACTED TO 100% DENSITY JdNT STRUCTURE. PLAN "H" ENSIGNS ARE Co 7.29 cfs `( f I _ HGL-IOyr 9 + + I SEEP HALE. SEE NOTE 2.3ft/s WEIR ALL MAT R PURPOSES A ONLY FOR ESTIMATINGSI PURPOSES AND THE ACTUAL ONENSIONS m CLOTH I OR GALVANIZED STEEL WIRE SIINMIIM -� J\\ J @'•-$+-18" IRR 4" - -- - 2.92 cfs cnNNEcrofts TO COLLA - - -. y 0 WNE DIASTER 0.03",NUMBER 4 MESH GALVANIZED PLATE FOR TYPE A TO BE DENT/ON A MCLS OF 68.30' /NGLE R01. AT 2'C -C. " w _ IS"ADS - _ �. .• 3.3 tt/s - - - - HARDWARE CLOTH ANCHORED FIRMLY - - ' '� - - 1 "CLEAR STEPS.'E FOR VDOT ENTRANCE - (1 4) 24 "RC - CL p ^ 4 II II M F BAR A 1 ' D FACE OF CURB NOTE 5 \ EX. (3) 24"R I_ - 0 " ti GUTTER CR K CONTROL JOINT CRACK CONTROL JOINT g.. g.. MN. 1/10 D 11/10D_X D % BEDDNG MATERIAL 111 % I - X /i' PER T OF H MIM. s MAz.2a' FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE 1 1 TOP OF FILL1 I OF FILL MIN. 1/10 D-+ 1 % 1 p 1 X 1 -NOT I/" pE8 w1' ^ '^"' 7"TP'Ti7'STt+', E MATERIAL 1'IOF M % D % MN.1/10 D EDn., T� MN. B", ��- REDOING MATERIAL EARTH MA%. 24" MATERIA FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ® EDGING MATERIAL IN ACCORDANCE WITH NOTES: 01-1 715 715 710 710 705 705 700 700 715 715 720 710 715 705 710 700 705 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 SECTION STEEL IRON STEEL D-3A3B,3C ss t 3 LBS 1 43.6 LBS p-3" INCLUDING INCLUDING LUGS �ONNECTOR O Q TYPICAL T LUGS TO E F' 'x-31/,1 �7 L 21/j' x 2%i' x I/�' ��n-rcc NOTES FOR DETAILS OF INLET EXP ION JOINT 3'-10" FRAME & COVER SFE STANDARD IC -2. _ KEYED CONST. BMS JOINT EX. GRADE BM Q 98% DENSITY PR. GRADE E MEASURED FROM THE INVERT OF �'-4" LONG 7. DEPTH OF INLET (H)70 BE SHOWN ON DEPTH GREATER THAN 70'USE BMs � p BRAS B r ARS F i DM W PED 2" - - -CLOTHAOL SUBGRADE FREE Of ORGANICS r THE THE OUTFALL PPE TO THE TOP OF THE ST�� DI -IA -. m - . > 3" DIAMETER (! WEEP NOTE B NT12" ASF 0 &COMPACTED TO 100% DENSITY JdNT STRUCTURE. PLAN "H" ENSIGNS ARE Co 7.29 cfs `( f I _ HGL-IOyr 9 + + I SEEP HALE. SEE NOTE 2.3ft/s WEIR ALL MAT R PURPOSES A ONLY FOR ESTIMATINGSI PURPOSES AND THE ACTUAL ONENSIONS m CLOTH I OR GALVANIZED STEEL WIRE SIINMIIM -� J\\ J @'•-$+-18" IRR 4" - -- - 2.92 cfs cnNNEcrofts TO COLLA - - -. y 0 WNE DIASTER 0.03",NUMBER 4 MESH GALVANIZED PLATE FOR TYPE A TO BE DENT/ON A MCLS OF 68.30' /NGLE R01. AT 2'C -C. " w _ IS"ADS - _ �. .• 3.3 tt/s - - - - HARDWARE CLOTH ANCHORED FIRMLY - - ' '� - - 1 "CLEAR STEPS.'E FOR VDOT ENTRANCE - (1 4) 24 "RC - CL p ^ 4 II II M F BAR A 1 ' D FACE OF CURB NOTE 5 \ EX. (3) 24"R 's - 0 " ti GUTTER CR K CONTROL JOINT CRACK CONTROL JOINT g.. g.. CONCRETE IS TOE 4000 PSI. 18" C EAR INCLUDED IN THE DD PRICE FOR THE - 1-00 yrs 707, Q 10 yr = 707.1 - - -- k 2 yr = 706.9' 0.66% 2 O O O O W n V Ln V O OUl O ^ D o Q N ti ti o W o 0 o GOo o f R j ON j o ti O' •�-I b-- ti N 2 N 2 N ti � .y 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 5+00 5+50 6+00 1 " OF SM -9.5A 4" OF BM -250 Q 8" Of 11-B COMPACTED TO %y SECTION CAST IRON I/2 SECTION STEEL IRON STEEL D-3A3B,3C ss t 3 LBS 1 43.6 LBS p-3" INCLUDING INCLUDING LUGS �ONNECTOR O Q TYPICAL T LUGS TO E F' 'x-31/,1 �7 L 21/j' x 2%i' x I/�' ��n-rcc NOTES FOR DETAILS OF INLET EXP ION JOINT 3'-10" FRAME & COVER SFE STANDARD IC -2. _ KEYED CONST. BMS JOINT EX. GRADE BM Q 98% DENSITY PR. GRADE E MEASURED FROM THE INVERT OF �'-4" LONG 7. DEPTH OF INLET (H)70 BE SHOWN ON DEPTH GREATER THAN 70'USE BMs � p BRAS B r ARS F i DM W PED 2" - - -CLOTHAOL SUBGRADE FREE Of ORGANICS r THE THE OUTFALL PPE TO THE TOP OF THE ST�� DI -IA -. m - . > 3" DIAMETER (! WEEP NOTE B NT12" ASF 0 &COMPACTED TO 100% DENSITY JdNT STRUCTURE. PLAN "H" ENSIGNS ARE Co 7.29 cfs `( f I _ w 9 + + I SEEP HALE. SEE NOTE 2.3ft/s WEIR ALL MAT R PURPOSES A ONLY FOR ESTIMATINGSI PURPOSES AND THE ACTUAL ONENSIONS m CLOTH I OR GALVANIZED STEEL WIRE SIINMIIM -� J\\ J @'•-$+-18" IRR 4" -- -- iR cnNNEcrofts TO COLLA - - -. y 0 WNE DIASTER 0.03",NUMBER 4 MESH GALVANIZED PLATE FOR TYPE A TO BE DENT/ON A MCLS OF 68.30' /NGLE R01. AT 2'C -C. " w �������������0 C _ �. .• PRELIMINARYHEAVYPAVEMENTSECTION (1 0) 24"ADS - - HARDWARE CLOTH ANCHORED FIRMLY - - ' '� - - STEPS.'E FOR VDOT ENTRANCE (1 4) 24 "RC - CL p ^ 4 II II M F BAR A 1 ' D FACE OF CURB NOTE 5 CLASS AL3 I3000 PSD. PRECAST FURNISHING AND PLACM ALL MATERIAL NCDENT& TO THE SHAPING R TO BE - 0 " GUTTER CR K CONTROL JOINT CRACK CONTROL JOINT g.. g.. CONCRETE IS TOE 4000 PSI. 18" C EAR INCLUDED IN THE DD PRICE FOR THE - 1-00 yrs 707, 10 yr = 707.1 - - -- 2 yr = 706.9' 0.66% 2 O O O O W .n, Qi •-1 � .y 4�j ti ¢ix ^i ai N W TO ni 1 q 'i O O 1 h M I N II h^ M 7^^ b C� b R v it C> ztl� _ -__- 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 5+00 5+50 6+00 1 " OF SM -9.5A 4" OF BM -250 Q 8" Of 11-B COMPACTED TO %y SECTION CAST IRON I/2 SECTION STEEL IRON STEEL D-3A3B,3C ss t 3 LBS 1 43.6 LBS p-3" INCLUDING INCLUDING LUGS �ONNECTOR O Q TYPICAL T LUGS TO E F' 'x-31/,1 �7 L 21/j' x 2%i' x I/�' ��n-rcc NOTES FOR DETAILS OF INLET EXP ION JOINT 3'-10" FRAME & COVER SFE STANDARD IC -2. EXPANSION DONT BACK OF SIDEWALK y KEYED CONST. BMS JOINT s; �. (GUTTER H BM Q 98% DENSITY - CAST WITH I COLLA E MEASURED FROM THE INVERT OF �'-4" LONG 7. DEPTH OF INLET (H)70 BE SHOWN ON DEPTH GREATER THAN 70'USE BMs � p BRAS B r ARS F i DM W PED 2" - - -CLOTHAOL SUBGRADE FREE Of ORGANICS r THE THE OUTFALL PPE TO THE TOP OF THE ST�� DI -IA w Q m GU TEk . > 3" DIAMETER (! WEEP NOTE B NT12" ASF 0 &COMPACTED TO 100% DENSITY A - A B OPTIONAL BRACE RIBS _27- B CAST GAV. EE OETA@ I IRON STEEL W'3" DIAMETER BARS E i WEEP HOLE BAS B FRONT ELEVATION BAS F " ,•-B" B" - - - - - (GUTTER REMOVED) T/� SX'/�' DENT PLATE SECTION B -B ss t 3 LBS 1 43.6 LBS p-3" INCLUDING INCLUDING LUGS �ONNECTOR O B "H" EE OETA@ I D. THIS ITEM MAY BE PRECAST OR CAST- IN-PLACE. 7. P4 X IM SMOOTH DOWELS AT APPROXIMATELY 12" C•C TO E PLACED TI ALL AREAS ADJACENT TO ABUTTING CONCRETE TO PREVENT W'3" DIAMETER BARS E i WEEP HOLE BAS B FRONT ELEVATION BAS F " ,•-B" B" - - - - - (GUTTER REMOVED) T/� SX'/�' DENT PLATE SECTION B -B / p-3" SUBGRADE FREE OF ORGANICS O & COMPACTED TO 95% DENSITY TYPICAL �41' R I N88, N78 OR 2. THE DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS oLn 0 m „ BAs C �� - $ BM I SUBBASE e i8 x e WDTN E MEASURED FROM THE INVERT OF ��� O � p BRAS B r ARS F i w A 2"X4" NOTCH MAY E PROVIDED. 2" - - -CLOTHAOL SUBGRADE FREE Of ORGANICS `� WELDED THE THE OUTFALL PPE TO THE TOP OF THE C ,y^\� __,,......_._,_ g ;' •.`. ', . > 3" DIAMETER (! WEEP NOTE B NT12" ASF 0 &COMPACTED TO 100% DENSITY JdNT STRUCTURE. PLAN "H" ENSIGNS ARE Co `( f I _ w 9 + + I SEEP HALE. SEE NOTE °m WEIR ALL MAT R PURPOSES A ONLY FOR ESTIMATINGSI PURPOSES AND THE ACTUAL ONENSIONS m CLOTH I OR GALVANIZED STEEL WIRE SIINMIIM -� J\\ J @'•-$+-18" IRR 4" p iR cnNNEcrofts TO COLLA SHALL BE ETERMINEO BY TIE CONTRACTOR FROM FIELD COHDITKNS. y 0 WNE DIASTER 0.03",NUMBER 4 MESH GALVANIZED PLATE FOR TYPE A TO BE DENT/ON A MCLS OF 68.30' /NGLE R01. AT 2'C -C. " w �������������0 C _ �. .• PRELIMINARYHEAVYPAVEMENTSECTION 3. WHEN SPECIFIED ON THE PLANS THE HARDWARE CLOTH ANCHORED FIRMLY NOSE DETNLSTO CONNECTORS AND IS TO E ANCHORED. WITH ' X 4" STUD SHEAR1 ' '� - - STEPS.'E FOR VDOT ENTRANCE INVERT IS TO BE SHAPED N ACCORDANCE WITH STANDARD IS -t THE COST OF WEIAEO TO ENT PLATE AT 2'C -C. "MPR. PAVEMENT p ^ 4 II II M F BAR A 1 ' D FACE OF CURB NOTE 5 CLASS AL3 I3000 PSD. PRECAST FURNISHING AND PLACM ALL MATERIAL NCDENT& TO THE SHAPING R TO BE - 0 " GUTTER CR K CONTROL JOINT CRACK CONTROL JOINT g.. g.. CONCRETE IS TOE 4000 PSI. INCLUDED IN THE DD PRICE FOR THE D I t .� x 4•. I %>:' x 4„ STRUCTURE. 6'M04 2 O PLAN /:' x 1/: I SECTION A -A LUGS ST,m SHEAR �, PAVEMENT DE I N I BASED DNA CBR VALE f WHICHIS TYPICAL PLAN 12" 9/z CONNECTORS 4 OUTFALL EVENT IS E IWGIiERRT 1E THE [a- 10'MA%. S G 5 S D U D 6 (GRATE PELN)VEW BOTTOM OF THE STPUCTINE THE °VERT A KEYED CONST. JOINT FOR FREDERICK COUNTY. THE VDOT FIELD INSPECTOR MAY REQUIRE SEE DETAIL A • L -VARIABLE - MAX.20' OF THE STRUCTURE SHALL ei: SHAPED WARPED THE 'FLEXIBLE PAVEMENT DESIGN WORKSHEET" PER THE '2000 % WITH CEMENT MORTAR TO PREVENT '- " B' 2'- " B" T -O" 2" CUTTER SECTION B -B STANDING OR PONDNG OF WATER N THE �p -�' 7►B APPROACH _ STRUCTURE. THE COST OF FURNISHING I n SIX A GUTTER PAVEMENT DESIGN GUIDE" BASED ON OBSERVED FIELD CONDITIONS. If �L COLLAR DETAIL %T •RASED TOINLE' ALLMATERIALSIS w UDED SO, THEN THE FINAL PAVEMENT DESIGN IS TO BE SUBMITTED BASED 2, „ N THE BD PrNCE FDR TIE s1Ruc7uE. 1 _ ------------------ m - m ON ACTUAL CBR VALUES OBTAINED USING VA TEST METHOD 8. DIMENSIONS FOR DUMP NO WASTE ORANS To WATERWAYS 5. STEPS ARE TO BE PROVIDED WHEN H IS AIRS _.0 • •=' CONTRACTOR WILL NOT INSTALL PAVEMENT OR CURBING WITHOUT V-0" OR GREATER. FOR DETAILS SEE _ _ _ _ _ �B •1 CAST IRON ONLY STANDARD ST -1 , 1 OMs F BASE N INSPEMONAWAPPROVAL OF VDOT FIELD INSPECTOR. DETAIL A 4'-2" HARDWARE CLOTH � p��]'�� DEPTH DETAIL B 2'-6„ _61 EE OETA@ I D. THIS ITEM MAY BE PRECAST OR CAST- IN-PLACE. 7. P4 X IM SMOOTH DOWELS AT APPROXIMATELY 12" C•C TO E PLACED TI ALL AREAS ADJACENT TO ABUTTING CONCRETE TO PREVENT W'3" DIAMETER BARS E i WEEP HOLE BAS B FRONT ELEVATION BAS F " ,•-B" B" - - - - - (GUTTER REMOVED) T/� SX'/�' DENT PLATE SECTION B -B / p-3" SUBGRADE FREE OF ORGANICS O & COMPACTED TO 95% DENSITY TYPICAL �41' R I N88, N78 OR oLn 0 SETTLEMENT. N LEU OF DOWELS •. . . _ e i8 x e WDTN ��� ��� O n A 2"X4" NOTCH MAY E PROVIDED. r, n C SEE STANDARD T -DI -3, 4 FOR ;' •.`. ', . > 3" DIAMETER (! WEEP NOTE B NT12" M 1; Co ALTERNATE DESIGN. }I 8. PLADSTICE HARWEEP HOLE WITDWARE 6ESN ../�' R l;.' }:. A NOSE DET ALL BE USED WITH CG -3 & CG -7 + CALV R O'/i• TYYPE 9 ate@/ N °m m CLOTH I OR GALVANIZED STEEL WIRE SIINMIIM B NOSE DETSHALL BE USED WITH CC -2 STANDARDYPE S. TYPEA TYPE a /M k 4 STUD SHEAR CONNEC7CR WELDED @'•-$+-18" IRR 4" iR C y 0 WNE DIASTER 0.03",NUMBER 4 MESH GALVANIZED PLATE FOR TYPE A TO BE DENT/ON A MCLS OF 68.30' /NGLE R01. AT 2'C -C. �������������0 C HARDWARE CLOTH ANCHORED FIRMLY NOSE DETNLSTO CONNECTORS AND IS TO E ANCHORED. WITH ' X 4" STUD SHEAR1 ' '� TO THE OUTSIDE OF TEE STRUCTURE. 8. CMT N PLACE CONCRETE IS TO BE WEIAEO TO ENT PLATE AT 2'C -C. "MPR. PAVEMENT p ^ 4 CLASS AL3 I3000 PSD. PRECAST 01.3A L ph3B L DI -3C L "M-; WARPED PAVEMENT - 0 " CONCRETE IS TOE 4000 PSI. D MOT ON TIO OF THE ROAD AND BRIDGE / i �L, + ,�l,a 2 10. AY ALTERNATE METHODS OF ANCHORAGE _ sPELIFDAnoNs. SECTION A -A 'l l' MEETING THE APPROVAL OF THE ENGINEER FOR PLASTIC PIPE, THE LIMITS OF THE CLASS I BACKFILL MATERIA. SHALL BE SEE DETAIL B MAY E SUBSTITUTED FOR THE CAST IRON CLASS I BACKFILL MATERIA N ACCORDANCE EXTENDED TO 12" MOVE THE TOP OF THE PPE CONCRETE QUANTITIES FOR MIN. DEPTH - - - - - - - - WITH SECTION 302 OF THE ROAD AND BRIDGE LUGS As SHOWN HEREON. APPRO%IST R WEIGHT LOW FLO-W FAR GENERAL NOTES ON PIPE BEDDING SEE INSTALLATION OF PIPE CULVERTS �iLOY/ SPECIFICATIONS. 12'• C CRETE PIPE - 1.440 W. YD. CO CRETEGRAINS 1 p AND STORM EWERS GENERA NOTES ON SHEET 107.00, 1S" CO CRETE RPE - 1628 CU. M. CON RETE Q/' �'�' CAST IRON N. dTMP NO WASTE OR F L TO WATERWAY 1 •F'�'j REGULAR BACKFILL MATERIA N ACCORDANCE IS:24' L TE PPE 1.620 CU. M. TE GRATE 383 ± is LBS LETTETENG IS REQUIRED ON AL 01-T DETAIL WHEN USED WITH SECTION 302 Of THE ROAD AND BRIDGE CRUSHED GLASS CONFORMNC TO THE SIZE REQUIREMENTS FOR CRUSHER RUN 24" CONCRETE PIPE - L817 CU. YD. CONCRETE ORATES. LOCATION OF LETTERING MAY �� 1 SPECIFICATIONS. AGGREGATE SIZE 25 AND 26 MAY BE USED N PLACE OF CLASS I BACKFILL. SECTION C -C SECTION D -D VARY BY MANUFACTLRER FOR USE ON GRADES ADJACENT TO CURB ® EMBANKMENT bINTONAL FOOTDorEDEPTH, GRATE DETAIL FSE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL SHEET 1 of ROAD AND BRIDGE SPECIFICATION ROM AND 5 STANDARDS STANDARD CURB DROP INLET RF�E�KE INSTALL. OF PIPE CULVERTS AND STORM SEWERS STANDARD DROP INLET SHEET 1 OF 4 REVISION DATE CIRC. PIPE BEDDING AND BACKFILL - METHOD "A" 302 SHEET 1D4.01 DF I REVISION DATE 1211 - 241' PIPE- MAXIMUM DEPTH (H) - 10' 233 12t1 - 30" PIPE: MAXIMUM DEPTH (H) - 81 233 303 VIRGIMA DEPARTMEM OF TRANSPORTATION 302 104.09 VIRGNIA DEPARTMENT OF TRANSPORTATION 302 107 pt VIRGINIA DEPARTMENT OF TRANSPORTATION 2" OF SM -9.5A 3" OF BM -250 8" OF 21-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 O SM -9.5A 8" OF 21-B COMPACTED TO 95% DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 100% DENSITY TYPICAL LIGHT PAVEMENT SECTION UNDER CAR PARKING STALLS ONLY 6" Of 4000 PSI CONCRETE WITH WIRE MESH (OR #4 na 12" GRID) 6" OF 21-B COMPACTED TO 95°/D DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL TRUCK PAD SECTION Z O u) Lu ■ 4" OF 3500 PSI CONCRETE W/ NATURAL SAND 4" OF 21-B COMPACTED TO u 95016 DENSITY / 0) SUBGRADE FREE OF ORGANICS O & COMPACTED TO 95% DENSITY TYPICAL SIDEWALKSECTION 2 O SM -9.5A 8" OF 21-B COMPACTED TO 95% DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 100% DENSITY TYPICAL LIGHT PAVEMENT SECTION UNDER CAR PARKING STALLS ONLY 6" Of 4000 PSI CONCRETE WITH WIRE MESH (OR #4 na 12" GRID) 6" OF 21-B COMPACTED TO 95°/D DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL TRUCK PAD SECTION Z O u) Lu ■ u CO3 0) O C oLn 0 O o^ 0 C O Q1 M 1; Co N 0 Na)o ate@/ N °m CD iR C y 0 0 C �2vTWo wQ'J,wmoo zoo" zZk�Z. c) Wwez2: y Z�c UiWatiZ W UJ F W Z Z U7, Q U ti�W2V Z o���xz C30p�yN Pf Lij U) rr^^ j E Q Z a� Q Z Q zi V) PC ICE z P, � 1 W Q ti W Q Z ti P) V) W V) J LLJ Z rO Vl DATE: JAN, 6, 2020 SCALE: 1" = 5'/50' FILE NO. 0634 SHEET 5 OF 15 CONCRETE CRADLE STANDARD All badnul l0 bB wmpadeaw 66>: aasrM 0660 ma.Impm dBn.iy. CONCRETE ENCASEMENT TRENCH & BEDDING •1- 10,c b,,,wfwoe Iwl14V W. CONCRETE ARCH 4.14181 4dmu MAR 18 F--ILS—I F—L—,--Iq� �y+F• • y'F� l� araddnbnfirm4a nr howerMaNelllnna, enY lolntlM1m rely wNfln tla ePearatl wglnd sato bmmn of Ina none BIWI de reeneutm. L - matr Mdd IiMgd d pipe (NCM DIP) D e Alpe wameler 0 C 8' 12 15 19' N 29' L(d W 60 100 120 120 led IN TEE, CROSS, WYE D L=r t,Sned torch of pip (WO or DI P) D - pipe domeer HORIZONTAL BEND RESTRAINED JOINTS FOR TEE, CROSS, WYE AND HORIZONTAL BEND -2- D d P t2° tC tlr 2P z4• a6°, 221!1°, 11 tl4° W dl 20 20 'dl 20 40 em rover. Ilam Na. VBB'S L. M) PreC4dy M Perella MWa PA45VLSK (41 Cent non 2J L (hl 20 20 W 20 W 2p 20 HORIZONTAL BEND RESTRAINED JOINTS FOR TEE, CROSS, WYE AND HORIZONTAL BEND -2- All pipe and fittings shell DS SDR 36/28. GRAVITY SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS -22. 720 715 710 705 700 FEB 09 6' aom FEB 0 FEB 09 01 BONMb OMofitr "ll rMminW InaWMon,elll0lntswnhln Ne BpeaneOl��pt� an Ne Ives eltl0 al Ina reduwr ehSl Lp resVSnm. L - men alned lengh o? qp0 (wC w DIP) D = Pipe eamei8 `aBsuaea Alpe era rmlnoa 4•x4• clad bel BasX wYo .... saYemwaw mp dalr O CBgla Fmnaly avA,lm. o-af6c baerly clevwoNemplale lrem0 Ld dd W 40 60 00 L;M) Md 9a.::,:..3J`A`rMa1Ad`r). 2J W dl 20 20 'dl 20 40 em rover. Ilam Na. VBB'S L. M) PreC4dy M Perella MWa PA45VLSK (41 Cent non 2J 48" COVER one pppJJJJJJJJJ aeamm� cop w,u maleam goNlol ate br4ne 6', Ir add jr 8" DUCTILE IROJ 4B'min. wl sS Inserts of ell '� a•ber seclknh4' 1 00�� ILII le, pnq=rc e munlwnuNr ngwre need MisnW � wrlaeta aX1d pea Bpd"Ik.. fi•,4wn All pipe and fittings shell DS SDR 36/28. GRAVITY SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS -22. 720 715 710 705 700 FEB 09 6' aom FEB 0 FEB 09 01 BONMb OMofitr "ll rMminW InaWMon,elll0lntswnhln Ne BpeaneOl��pt� an Ne Ives eltl0 al Ina reduwr ehSl Lp resVSnm. L - men alned lengh o? qp0 (wC w DIP) D = Pipe eamei8 REDUCER In meima to revmreing the connector, agiddtnaattt We whhin na epedAed length MSI be rashelned. D P 8' tY 16' 1B' 2!Y 24' L=resaalnne tartan of pip (PVC or DIP) _M) EO W 1Ce 120 120 140 1by p e piN tlarmter VALVE, DEAD END RESTRAINED JOINTS FOR REDUCER, GATE VALVE AND DEAD END -3- FEB DB D 06- e'&IT 16'116'&A' 24' dalr 1W.1wazo' 46° Ld dd W 40 60 00 L;M) Md 9a.::,:..3J`A`rMa1Ad`r). 2J W dl 20 20 'dl 20 40 blecXal (umlaled dY L. M) 20 M 20 2J 48" COVER wbFg(P6n 20e Psi IY wmrefM b 6', Ir add jr 8" DUCTILE IROJ 4B'min. wl sS Inserts of ell '� a•ber seclknh4' 1 �s 0 ®0m00mm matsnore damatarmemma TE FREDERICK O 'v wM stouts WATER ti P� w Pae l6' C Ymn.� wn crate paw l6'dia. x e•deep--wmie MI,hrr 9mae eiax Ctl4eP N GRADE 000000 / EK, OE G� 00° 6 tone ' REDUCER In meima to revmreing the connector, agiddtnaattt We whhin na epedAed length MSI be rashelned. D P 8' tY 16' 1B' 2!Y 24' L=resaalnne tartan of pip (PVC or DIP) _M) EO W 1Ce 120 120 140 1by p e piN tlarmter VALVE, DEAD END RESTRAINED JOINTS FOR REDUCER, GATE VALVE AND DEAD END -3- FEB DB down Eory Ld =down benU restrelned lenOtltWpipe (PVC Or DIP) dewh41Lmin. w = u 1xmd awMunad ImdMmplpe(NG VDIP) tin = PlPs dlameler Aland 4.� D ew'd eltle d any vaB W I OXPBf Mml Lo urea rmbBl08tl.ln �` �W� tltlitlOn arylalmMef lellO wXMn \\\Y' oe pmifiee IagN nn eeM sdo IIM1B filllrg ehBY bB rmntllned D 06- e'&IT 16'116'&A' 24' dalr 1W.1wazo' 46° Ld dd W 40 60 00 L;M) Md 9a.::,:..3J`A`rMa1Ad`r). 2J W dl 20 20 'dl 20 40 blecXal (umlaled dY L. M) down Eory Ld =down benU restrelned lenOtltWpipe (PVC Or DIP) dewh41Lmin. w = u 1xmd awMunad ImdMmplpe(NG VDIP) tin = PlPs dlameler Aland 4.� D ew'd eltle d any vaB W I OXPBf Mml Lo urea rmbBl08tl.ln �` �W� tltlitlOn arylalmMef lellO wXMn \\\Y' oe pmifiee IagN nn eeM sdo IIM1B filllrg ehBY bB rmntllned RESTRAINED JOINTS FOR VERTICAL OFFSET -4- FEB 720 715 710 705 700 wncrele pad I aid xG d.,_, misne0 gretl0 v olonr screwlype edjusa0le veNe box 46• min. bCdllOa mYkBr valve beY ddeplp )dol vaNO rf�Valnad sore resYrsYnts IO m01n ® D 06- e'&IT 16'116'&A' 24' dalr 1W.1wazo' 46° Ld dd W 40 60 00 L;M) 20 2J W dl 20 20 'dl 20 40 RESTRAINED JOINTS FOR VERTICAL OFFSET -4- FEB 720 715 710 705 700 wncrele pad I aid xG d.,_, misne0 gretl0 v olonr screwlype edjusa0le veNe box 46• min. bCdllOa mYkBr valve beY ddeplp )dol vaNO rf�Valnad sore resYrsYnts IO m01n ® D W dalr 1W.1wazo' z4• 22 IIT L;M) 20 2J 40 40 blecXal (umlaled dY L. M) 20 M 20 2J RESTRAINED JOINTS FOR VERTICAL OFFSET -4- FEB 720 715 710 705 700 wncrele pad I aid xG d.,_, misne0 gretl0 v olonr screwlype edjusa0le veNe box 46• min. bCdllOa mYkBr valve beY ddeplp )dol vaNO rf�Valnad sore resYrsYnts IO m01n ® D 6' 8`&1T 16'1 IS -A Im 24• 111/4° to lh) 20 20 20 20 blecXal (umlaled dY Lu(h) 20 20 20 2J RESTRAINED JOINTS FOR VERTICAL OFFSET -4- FEB 720 715 710 705 700 wncrele pad I aid xG d.,_, misne0 gretl0 v olonr screwlype edjusa0le veNe box 46• min. bCdllOa mYkBr valve beY ddeplp )dol vaNO rf�Valnad sore resYrsYnts IO m01n ® �wnCrdB wedja Ceminitetl Maue 24'malndecaer m. CDRUWEH hor WIt 4ea. � Y a'lluatmett ring MW 2cumom amVv (meter nY FGS41 nu_"lO se4m on Io0 arE Ixdom vYk6 mPfCyeny liNe rt6M&tl nattep br (aBerta03) Ymaz.�-I 4'eiemeler manlwle wHe petl tB di I nna,ee 0retleW cOrF/ B'tleeP pnveeem o"e . M BUILDING �•--181 0) � mal%vNIe11B®uM o� 24 6x6x16'wlNl Lock rwdvnwoox blecXal (umlaled dY a O mrlrveM1a Ycrs poryeNylmo 21'20' T FCSAaMb%Ibeey 48" COVER wbFg(P6n 20e Psi IY wmrefM b 6', Ir add jr 8" DUCTILE IROJ 4B'min. wl sS Inserts of ell '� a•ber seclknh4' 1 �s 0 ti matsnore damatarmemma TE FREDERICK O 'v wM stouts WATER ti P� w Pae l6' C Ymn.� wn crate paw l6'dia. x e•deep--wmie MI,hrr 9mae eiax Ctl4eP N GRADE N / EK, OE G� 00° 6 tone ' 18" CLEA Q4 J v tcrewfype dwul Wa NtnwnNasIW 6'stone 24' i. V �65tone IvJ srp�lGcckv aHe[av batsr ,Mw a O ti �C U neer pbl saner 6'rrM. N resrca mel Nn IYIM wl'uutuablsow bPa m 12and,flai0eVpas0101nW191Bd dCPm wfetorllneued0 PJ%FIP uPlr9 antl 0 o 0 vallo boss Note: vaHe sM1a➢ wrmrellon aP P W+ad e1 t01o01 kde 2k MIP pIssOC PAq 0 ba,w,aer warer mels (sae role O) veNe box adaptor type J ti hJ Z W ,forWill veNe cOrb rtOP w11n PJ (CTS) bona errs xMh Y DO ti SO m O geleveNa Op8e6ng na ov wn zz U, p O O aN. NDTES: •':ice'• .. manna d roman I. WSar sQ none nG.rsSOR 21 pipehelltleenmseail NH4m.aor3DR 21 pipo.weppnO a tat 1mm omt0ot bey0ne sihvmIX, mama s1mm, e'x61f e• bone fad beyOM aldewa0. olb k e' 2.InfYomcorpcstop. l.MemtepPerwYe ek Bx16' hone wm�a1oPbImo Na meter Wx wrapwlra vouM W.wound! 9oW bYxXttNw1a."wlrefo bm into medroo, war, wound e:d=ImdetehI wrap around Wnan of ova eryye OSI v�Ne:Nminab wine l2'all Pixel. Water Forced Sewer CUTOUT OETAIL (typl e0 THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEW IDE BUILDING CODE 16-,16', 20' antl 24' t Y° AND 2" GATE VALVE METER INSTALLATION -$• APR 09 -9- FERN 720 730 730 0+00 0+50 1+00 WATERLINE PROFILE - FIRE LINE 715 710 705 700 QW BUILDING 0 Ws 0) EX. GRADE o� W -J a O j W PR. GRADE 48" COVER C b � 8" DUCTILE IROJ If CLASS 5 ape Uj Uj �s 0 ti j ARI TE FREDERICK O 'v WATER ti P� _ C Q) W w N GRADE N o EK, OE G� PR 18" CLEA Q4 J v O H i V C7 M a O ti �C U y c W � m 0 o 0 1 Li 0 0 WOti J ti hJ Z W DO ti O h zz U, p O O W 0+00 0+50 1+00 WATERLINE PROFILE - FIRE LINE 715 710 705 700 725 725 720 720 715715 710 710 705 QW �Q 0 Ws 0) Ple o� W -J a O j W � Z C b � ti OLrI ape Uj Uj �s 0 ti j ti C O O 'v L ti P� _ C Q) W U N GRADE N o EK, OE G� PR 18" CLEA Lin v H i V C7 M a O ti �C U W ti c W � m 0 o 0 1 Li 0 0 725 725 720 720 715715 710 710 705 705 1 z 700 0+00 0+50 WATERLINE PROFILE TIE TO EXISTING 720 �Q 0) Ple o� W -J p O j � C b � OLrI ape Uj Uj o 0 ti CK � ti C O 'v L ti P� C O N U N o Dom@, N (13 L ti Lin v i J c J c Lu 0 705 1 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 12+00 12+50 13+00 13+50 715 710 705 1 700 O LU Ple W (j) j � O o a ape Uj Uj Q Lj ti CK � ti C V) C L ti P� �C:� � � W REW J Lu 0 PR. GRADE -\ "COVER inimum EX. GRADE _ 181, CLEAR 18 'CLEAR- 18" CU 8" DUCTILE IRO CLASS 52 18"CLEAR I W W V �Z CZ j O ti J W Qj S q y Q a( k e� ln �� W es y s �m N O ^1 � � Z O MoZt Or M �Dm CO � m 2 '. '-, _ W 2 W y W Z Z p tit WZm W �1L O m ¢ v �W ti ¢ tWp m K W Z ¢ti W W ti ti� o � }}brr�� - o V) ti Z x (/1 W d o O ~� 2 �R '�r � tl' ti V1 - c0 W O R DJ FF N 7 b g W b Q N Q 3 7 V1 0D � rL 0 x Cc-) Ocz, O1 h fi\ Ln O n V O Ln L� b N V• Lary a b= O rIO N M M R o ti Lo b ti b n n V) tiCl ti ti ti rl 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 12+00 12+50 13+00 13+50 715 710 705 1 700 O LU DATE: 3AN, 6, 2020 SCALE: 1" = 5l/501 FILE NO. 0634 SHEET 6 OF 15 Ple W (j) j � O o a ape Uj Uj Q Lj ti CK � ti C V) C L ti P� �C:� � � W REW J Lu 0 DATE: 3AN, 6, 2020 SCALE: 1" = 5l/501 FILE NO. 0634 SHEET 6 OF 15 IN OUT TOTAL ZO 116 116 CODE ITE USE AREA 8, OUTLET PPE TO BE SECURELY Car81ECTE0 TO EW -12M OTHER ORNUGE STRUCTURE. ADT M WALL 74gM mN1- MISS 150 WAREHOUSE 159,000sf :: tRT863 935 yL OUTLET PIPEOYIOAt E CAT TO PROVIDE FOR PASSAGE OF NON SPECOHCAVERA WITH ifi'TRUES. 1.0. ESTIMATED THAT TRAFFIC WILL BE EVENLY SPLIT TO/FROM RT 661 & RT 861 FICATION LEFT TURN ANAL PSIS EST PHV RIGHT TURNS -(IN) = 0, (OUT) ze 15; EST, PHV LEFT TURNS (IN) =15, (OUT) =0 CO%IUGATEO PE M91r0 M-252 STRENGTH AS THE OI PPE. REEFFEERENNCE ROUTE 863 - LOCAL STREET - POSTED 35 MPH ROADSIDE SIGN 5. THIS MDMA DEPTH OF w RDRAYI IS TO BE 4'-0' BELOW THE NEAR EDGE OF PAVEMW AS SHOWN. THE PHV = AADT x ll % 35 20 SOI AR MA OEPARTA OF TRNNSPORTATION OPPOSING VOLUME RT 863 PHV = 710 x 11 % =78 RIGHT TURN ANAL YSIS SHEET 1 OF I 701 RT 863- PHV LEFT TURNS = 39 PHV = AADT x 11 % LEFT TURN LANES SHALL BE CONSIDERED WITH LEFT TURN PHV IS >100 RT863PHV= 710x11% = 78 45D 120 100 Cr O IY" LLA a 80 W w _U w 60 tri Z cc F_ (9 40 Ir 0. 20 ITE I AM PEAK HOUR PM PEAK HOUR rN our 'orae 74 51 115 F-80 100 200 300 400 500 600 700 PHV APPROACH TOTAL, VEHICLES PER HOUR w -I -PAVED SHUDDERSLELU STPBILRED TStIBCRNE PAVEMENT t� ��,' PAVEId'M N57 ACOECATLN8 SPECIFIED F SPECO •, AGGREGATE OR CRUSHED ... .. AE OR R , GLASS SUBGRFDf b Sw RADE CAADATXNN REDIMDENT& AGOEj r $57 CATE.NB AGGREGATE A A + \�/ �' ,JJ,LL,, • a ' OR GRADATIC GLASS NEETNG w SELECT T9�.BGRAIDE r el -1 ew r Cal 46 GRADATION REOIAREMEMS. WTEPoIL Inc., aG" VARIABLE B" FIRE91' (EDGE OF PAVED $tpULDEA - I'.6" 5.. ME '.P 2114 Stop sign al -n PAVED SHOULDER SECTION CURB AND GUTTER SECTION STOP signs are intended for use where traffic is required TO stop. The STOP sign shell be Mn octagon with white message and border on a red '-0• - w=1 71 background. The standard size shall be 30 X 30 inches. Where greater _ TRENCH WITH AGGREGATE cmphaeas Or Visibility' is required, a larger site IS ..... ndM. PAVEN MI ro UMOOw, SLV2BASE NATEPoA PPE Is PQRFORATFD 45• ELBOW %40'. Gt%NI _ It should be crop in H se- R IF um pram rp 45• ELBOW (RI 3) mould be mounmd 1 belown STOP sign. V ,he number of CO CTKN NA AGGREGATE. YB AGGREGATE a / PAY LIPPI.I legs pl the hate 'sp n Three O h numeral on the Get eRIJVEO GLwss LIEEiwO OUTLEME ,upplememary plate shell nr espond ro the actual number of Ings, Or the PB GRADATION REQURFJJ n. M Olegend ALL -WAY (RI -4) may be used. The suDPlementarp Dia¢ shall B" %PE P- Ir ' M SELECT NATE%. OP have white letne" oa a red back,,.GE. and shall have a standard b,G1 1' - STABILIZED S GRADE r, b inches (RI -3) or 18 x 6 mehes R-+), MAT6BIL F SPEgREO EW -12 A STOP sign beacon or beacons may be '3s. _Onjuncicnt with a WITHOUT PAVED SHOULDER STOP sine r described in section 4E-4. PLAN VIEW OF OUTLET PIPE AT FILL Secondary messages shall not be used on STOP sign faces. NOTES: 8, OUTLET PPE TO BE SECURELY Car81ECTE0 TO EW -12M OTHER ORNUGE STRUCTURE. LONGITUDINAL PERFORATED PIPE L WHEN THE Lav y"& PPE COIrJECTS ORCMY INTO A DRAWAr,E STRUCTURE WROP MET. MAvrotE. ECT.1. M WALL 74gM mN1- MISS NON -PERFORATED CUTLET PPES AGE NOT REOLIPED. :: tRT863 TYPE OF MECfiI51WC STRENGTH 2, WERT ELEVATION AT CURET END OF WI T WE TO BE A L9MIUM OF 1'b" 0 VE INVERT ELEVATION OF yL OUTLET PIPEOYIOAt E CAT TO PROVIDE FOR PASSAGE OF NON SPECOHCAVERA WITH ifi'TRUES. 1.0. W.T. 6" NOMNA O TER REPE3VINC ORANAOE BRIGHT OR STRwT . FICATION SMOOTI WALL PVC .153 3. KL COA£CTN.WS (ELBOWS. WOES. ETC.) WITHINM E NAE TO BE OF THE SE CRUSIMG PAY UTW S FOR PPM Plit CO%IUGATEO PE M91r0 M-252 STRENGTH AS THE OI PPE. REEFFEERENNCE 4. OURET PPE AVE TO BE INSTALLED ON 2X M. 13 sr DESRA El GRADE. ROADSIDE SIGN 5. THIS MDMA DEPTH OF w RDRAYI IS TO BE 4'-0' BELOW THE NEAR EDGE OF PAVEMW AS SHOWN. THE RURAL OISTRICT NONPERFORATED OUTLET PIPE LO`KITLBNb GRADE OF THE UIDEI M Shi FOLLOW THAT OF THE RO/OWAY WITH A Nea81Lt GRADE OF 0.2 x TYPE OF PIPE CRUSNG STFENCTH 6. WHERE TIE BOTTOM OF SELECT MATERIAL at GREATER THAN 4--0" BELOW THE PAVEIEHT THE BOTTOM OF THE 'r- uN3F.RBRNN 6 To CONCDEHr WITH TE BOTrON OF sflEcr MATERIPL NA r1E rREF/CH CEPrx NA BACIpY.E W.T. 6" MOWN. DIMETEP gUMTRY W,FM,G a,,,MNCLY. N SMOOTH WNL PVC .153 T. WHEN USED WITH STIBUZFD WEII-ERRED OHNNAGE LIVER. THE BOTTW OF THE CUM MA GUTTER SYNJ. r ALL PE ]0 P4 M)f ,E BE CONESTRIICTED PMALEL TO THE SLOPE OF SLARISME COALY M CUT TO THE DEPTH OF THE PAVEMENT'. 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 Mana er Residency Administrator of scheduled general work Tans and traffic delays a minimum of seven 7 days prior implementation of the work. VDOT will J 9/ Y 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 immediately known to VDOT. b. The Contractor shall notifythe VDOT Project Manager/ResidencyAdministrator of specific work requiring lane shifts lane closures and/or phase changes a minimum of two 2 working days prior to J P q 9 r / P 9 () 9 Y implementing that specific activity. Activities requiring height, width and weight restrictions require notification ten SO working days rior to the specific activity. P 9 P Y q 9 9 7 9 q () 9 Y P P tY 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 (Rl-1) Standard: When a sign is used to indicate that traffic is always required to stop, a STOP Rl-1 sin 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 1; Y 4 P, ( ) g( g ) � g g kg Y g shall not be used on STOP sign faces. If appropriate, a supplemental plaque (Rl-3 or Rl-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. 2R[ 2n:The ALL WAY (RI -4) supplemental plaque may be used instead of the SWAY (li supplemental plaque. Support:The design and application of Stop Beacons are described in Section 4K.05. All STOP signs must be 30"x30" in the Edinburg residency. Section 2B.06 STOP Sin Placement Sign Th STOP hall installed n the right side of the roach to which it applies. When the STOP sign is installed at this required location and the sign visibility is restricted a Stop Ahead sin see Section 2C.29 shall be Standard: e S 0 s g s be s ed o g pp pp g q g ty , p g( ) installed i n f h Pin Th STOP sign shall b locate a 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 Osla ed n advance o the STOP s e S 0 s a e d s s g g P g , P g ty 6'u g g mounted on the same post. Guidance: Other than a DO NOT ENTER sign, no sign should be mounted back-to-back with a STOP sign in a manner that obscures the shape of the STOP sign. Support: Section 2A.16 contains additional information about separate and combined mounting of other signs with STOP signs. �� P g !� g supplementT P i h I 1 t h in where the road r should [ see Section 3B.16 . If only one STOP sign is installed on an approach, the STOP sign should not be laced on the far side of the Guidance: Stop lines, when used to a STOP sign, should d be Dented a the point e o d use s o sop ( ) y gn pp gn p 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 Stopand 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 Hues (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. g P g PP g g PP P Y• 9 Stoplines should be 24 inches wide and white thermoplastic. P Guidance: Stoplines should be used to indicate the point behind which vehicles are required to stop, in compliance with a STOP Rl-1 sign, traffic control signal, or some other traffic control device exce t YIELD signs. The individual triangles P 9 R P ( ) !'n> 8n , P !� g comprising the yield line should have a base of 300 to 600 mm 12 to 24 in wide and a height equal to 1.5 times the base. The space between the triangles should be 75 to 300 mm 3 to 12 in . P g Y ( ) g 9 P( ) Option: Yield lines may be used to indicate the point behind which vehicles are required to yield in compliance with a YIELD (RI -2) sign or a Yield Here to Pedestrians (RI -5 or RI -5a) sign. Guidance: If used, stop and yield lines should be placed a minimum of 1,2 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 WNOP SROSSRCG.= LAJ O �s j Z O cs Z W Q J cs W Q) Z llQ O ^ Z J W O lQ O ^ J (� �_ Z 2 tij o)N i 's Qr ��_ oiN W U�� �coO V I mL O ��O �o V I I m� O 2WY tiroN ti ° tikOSO (Z) IF- l �� � Q2tu (nmN'I I ZN tnR1NV �-� Wax OAU) _ � -S ,� Wtik VI Q, . � ,� a USW (�() ^V N^ V W USW Lai L' ^N�^ W WZCD os f2% 290-y 29 y 29- 40' 51' CG -11 ENTRANCE 12' @ 2-39 12' @ 2-39' 12' @ 29 -12" Of- 21 B 12' ® 29 14'@29 1 25' @ 2% TAPER 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 VOOT 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 INSPECTION AND APPROVAL OF VDOT FIELD INSPECTOR. m 8, OUTLET PPE TO BE SECURELY Car81ECTE0 TO EW -12M OTHER ORNUGE STRUCTURE. 390' 51 HT LINE - SOUT M WALL 74gM mN1- MISS 0. V OHMS WATER TILE. :: tRT863 MM N TESTED ACCORDING TO ASSN D-2412 AT 51 DEFLECTION, yL OUTLET PIPEOYIOAt E CAT TO PROVIDE FOR PASSAGE OF NON SPECOHCAVERA WITH ifi'TRUES. 1.0. 25 FICATION T06 Plit REEFFEERENNCE STANDARD GROUNDWATER UNDERDRAIN ^D eNOGE STANDARDS READ AND 35 20 SOI AR MA OEPARTA OF TRNNSPORTATION __ REVISION LATE SHEET 1 OF I 701 '270 108.01 AIDS 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 Mana er Residency Administrator of scheduled general work Tans and traffic delays a minimum of seven 7 days prior implementation of the work. VDOT will J 9/ Y 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 immediately known to VDOT. b. The Contractor shall notifythe VDOT Project Manager/ResidencyAdministrator of specific work requiring lane shifts lane closures and/or phase changes a minimum of two 2 working days prior to J P q 9 r / P 9 () 9 Y implementing that specific activity. Activities requiring height, width and weight restrictions require notification ten SO working days rior to the specific activity. P 9 P Y q 9 9 7 9 q () 9 Y P P tY 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 (Rl-1) Standard: When a sign is used to indicate that traffic is always required to stop, a STOP Rl-1 sin 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 1; Y 4 P, ( ) g( g ) � g g kg Y g shall not be used on STOP sign faces. If appropriate, a supplemental plaque (Rl-3 or Rl-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. 2R[ 2n:The ALL WAY (RI -4) supplemental plaque may be used instead of the SWAY (li supplemental plaque. Support:The design and application of Stop Beacons are described in Section 4K.05. All STOP signs must be 30"x30" in the Edinburg residency. Section 2B.06 STOP Sin Placement Sign Th STOP hall installed n the right side of the roach to which it applies. When the STOP sign is installed at this required location and the sign visibility is restricted a Stop Ahead sin see Section 2C.29 shall be Standard: e S 0 s g s be s ed o g pp pp g q g ty , p g( ) installed i n f h Pin Th STOP sign shall b locate a 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 Osla ed n advance o the STOP s e S 0 s a e d s s g g P g , P g ty 6'u g g mounted on the same post. Guidance: Other than a DO NOT ENTER sign, no sign should be mounted back-to-back with a STOP sign in a manner that obscures the shape of the STOP sign. Support: Section 2A.16 contains additional information about separate and combined mounting of other signs with STOP signs. �� P g !� g supplementT P i h I 1 t h in where the road r should [ see Section 3B.16 . If only one STOP sign is installed on an approach, the STOP sign should not be laced on the far side of the Guidance: Stop lines, when used to a STOP sign, should d be Dented a the point e o d use s o sop ( ) y gn pp gn p 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 Stopand 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 Hues (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. g P g PP g g PP P Y• 9 Stoplines should be 24 inches wide and white thermoplastic. P Guidance: Stoplines should be used to indicate the point behind which vehicles are required to stop, in compliance with a STOP Rl-1 sign, traffic control signal, or some other traffic control device exce t YIELD signs. The individual triangles P 9 R P ( ) !'n> 8n , P !� g comprising the yield line should have a base of 300 to 600 mm 12 to 24 in wide and a height equal to 1.5 times the base. The space between the triangles should be 75 to 300 mm 3 to 12 in . P g Y ( ) g 9 P( ) Option: Yield lines may be used to indicate the point behind which vehicles are required to yield in compliance with a YIELD (RI -2) sign or a Yield Here to Pedestrians (RI -5 or RI -5a) sign. Guidance: If used, stop and yield lines should be placed a minimum of 1,2 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 WNOP SROSSRCG.= LAJ O �s j Z O cs Z W Q J cs W Q) Z llQ O ^ Z J W O lQ O ^ J (� �_ Z 2 tij o)N i 's Qr ��_ oiN W U�� �coO V I mL O ��O �o V I I m� O 2WY tiroN ti ° tikOSO (Z) IF- l �� � Q2tu (nmN'I I ZN tnR1NV �-� Wax OAU) _ � -S ,� Wtik VI Q, . � ,� a USW (�() ^V N^ V W USW Lai L' ^N�^ W WZCD os f2% 290-y 29 y 29- 40' 51' CG -11 ENTRANCE 12' @ 2-39 12' @ 2-39' 12' @ 29 -12" Of- 21 B 12' ® 29 14'@29 1 25' @ 2% TAPER 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 VOOT 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 INSPECTION AND APPROVAL OF VDOT FIELD INSPECTOR. m It,, Langrh El 390' 51 HT LINE - SOUT SPeed Llmtt Ili :: tRT863 35 MPH J 25 BS T06 Plit in 135 150 LVA, 35 105 �g __ so 7Q '270 Di AIDS 45D 50 aW to 5'A 600 55 495 550 GDS BOB 60 5W Boo 650 72c 65 wa 650 /15 780 70 B]S 700 no BIO Mccm Ont rinborn, for LmtlatlA e HI hes,N.E.He 199c leet. Site ne Ta r '/.LN11mMum M 'IOPO {. RApA LLWB OR TER .RIE: 'B' 0" No AS lur ..M W.eAT INSTRUCTED SCURBEAN T S R/W EEXCEPT FOR KPV EI T PUSSES THIS R/W SINE (O�eA `a I CONPACTEO SVBCFME T SHOWN ON iY%Cµ SOW SECTION. A+F PLAN VIEW ENTRANCE NOTES CONSTRUCTION JOINT DETAIL S. WHEN THE ENTRANCE ROY CANNOT ACCOMMODATE THE TURHNC REIX WNIS Oi .WTIOPATEO HEAVY TRVLX ® REMOVE EXISTING 4SPNµi LAYERS t0 EXISTING $LVDASE ANO REPLACE WITH PROPOSED AVNAT WIOEMNG LAYERS MN M ROADWAY SLOPE 1D'PNNM000 Cl (ENTRANCE OYYI iNATIC THE DEPTH FOR SEEMED L CURB RNFS WITMN THE LIMITS OF TIE RADL SHOLLD BE PH',REASED TO 7'. ISEE CG -13) ® PROPOSED MINIMUM I'/e Rl>I THICK ASPFALT SURFACE COURSE (YC NOTE 5) EDGE OF PAVEMENT Ofl BF AUX, p A WNIMUM D INCHES, OR GREATER M AECESSMY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS OPTIBNA ROW LM SLOPE CHANGE ® _ _ _ _ - p B. PLANS ARE TO INDICATE WHEN CO MUCPON OF A ROW As DETERMINED BY CORE5 (SEE NOTE 31 -_ M.WLN£ gOIOWAT -_ _ (SEE NOTE 71 SINE E REQUIRED i0 PRONATE POSInVE CRIa'AGE ACROSS THE ENTRANCE. B% wer ® - -- D '� 7. THE DESYUPLE AND MAXIMUM ENTRANCE LIME CHANGES ROPE GH VGE -� _ 0 0. AT LISTED M THE ALLOWABLE ENIRAVCE CODE TNAE. THERE V.LES AIE HIT MPLMABLE TO s1REET NOTES: 5' 20'MNWUM FOR C0NEXITIONS' 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN W ACCORDANCE WITH CURRENT VONT PROCEQAES AND BE APPROVED BY THE ENGINEER. cg Rq. ENTRANCE INTERSECTION NOTES 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDEWNG SHALL WET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. ROSVRFME OTANNA.GE OF THE EXISTING AND PROPOSED PME"ENT SL&L BE ADDRESSED IN THE PAVEMENT DESIGN. M CONSTRUCT GRACE CN/NDES WITH A PA WC CURVE. R. WHEN CL -116 USED FOR STREET CONNECTMS. TE CONNECTION MUST BE DESIGNED W ACCORDNKE WRN NSHTO Hal AID THE APPLICARD REWRF WS S. A NNNW OF THREE CORES SN.L BE TVEN ALONG THE CENTER OF THE ADJACENT TRAVEL LVE TO DETERMINE THE TYPE ND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE COPES SHALL BE SPACED NO MORE THAN 500 FEET MART. SECTION A - A SIGHT DISTANCE AX VHLE K"pAPEWNiCT'S,, STCPPNG {. THE NAIPLENT TRAVEL LAWS SHALL Go MILLED A MNMUM DEPTH CF 1'/„ INCHES AND REPLACED WITH AN ASPX.T SURFACE COARSE TO MATCH THE PROPOSED PAVEMENT WIDEC SURFACE COURSE. UNLESS WAVED BY T E ENGINEER. M. OPTION. FLOWLINE MAY REQUIRE WNKN(: OF A PoRTN.W OF CUTTER TO PROVIDE POSITIVE DRNNACE 5. THE ENGINEER MAY REOMF THE LALLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJOSTED TO ACHIEVE AN ACCEPIABLE PAVEMENT CRCSS SLOPE ACR055 THE NTERSECTgH VO EFFECTIVE SURFACE DRAINAGE, 2 S SHALL BE RESTORED JECT To THE MPROV& THE ENGINEER. 6. EXISTING PAVEMENT MARNINGS AND MANNERS WNHw THE PROJECT LIMITS O ALLOWABLE ENTRANCE GRADE CHANGES \ �- 7- FINAL SNA LL PAVEMENT TE -IN SNL CONFORM TO THE REOUWEMENT OF SECTION 315,05(c)OF THE SPECDCATIONS EXCEPT THAT ALL JOINTS 5 Ai TIBEHNNCA LOCATIONS SMALL DE TESTED VSNC A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REOUWEMEMS OF SECTION 36.0]lo) OE' THE SPECIFICATIONS. CFbE <NVGE 71--1 O n n o Cn ry O 0 (Ni 3+50 3+00 2+50 2+00 NOTES 1 THE ITEM NAY BE PRECAST CR CAST IN PLACE f. COWiETE TO BE CLASS NO F CAST IN PLACE. 4000 P51F PRECAST, 3- COM®NATION CURB 6 CUTTER HAVING A RAwas OF 300 FEET OR LESS (ROK FACE OF CURM SWII. BE HAS FOR AS RNBAL COMENT TION CURE h CURER. 4. FOR USE WITH STl3LETED OPEN-ceMEO gAINAGE LAYER E w7TCV OF THE CURB AS GUTTER 5µq�� BE CONSTRUCTED PA9lL1EL TO lXE SLOPE OF SUSSISE CWRSEE A14T TO THE DEPTH CF THE PAVEI.EM. 3, 1N6 CURB MAY BE USED WHEN DESIGN SPEED 6 40 MPH OR LESS R ON RUR. HIGHWAYS NO 45 MPH OR LESS N DEVELOPED VaGM a SUBWOAY AR . N THESE DESICH YED. ME EXCEEDED STANOAVD CC -7 Is REQUIEM. / D 6" A r.rP e TITS AREA MAY BE CONCRETE AT THE OPTSP OF THE CONTHACTOR K LL COMBINATION 6" CURB & GUTTER Q2 VRCNIA DEPARTMENT OF TRANSPORTATION ISI H 14 APn12015 Typical Traffic CMHHYA P Sn"iunary Opx+miun .m n rS/�oufdrr (Figure TTC-1.1) standard 1. Par Ir n term stationary work amore m 3 d divided highway.,n ' dun wither k8 Ihu 8 6 vvemDl a both IJ f the roadrruy mull be W J s shun (ROAD WORK AHEAD 2111 RiGHs SHOULDER .aASRD AHEAD 1421 ADR t SHOULDER m' h ( ). RIGH days In durallon, sign threat, 1i o M lafier bial n Th dile Por the u I U Pn 3 closed a 11 sin bll mom b Iced Il Thesideb where the ed -II is Ddn <Imea aaR1GUl&sHUULUI:aL'WJty Ovxi�SRNi'sl8n snaN be added to that sloe. g c,ne nm - Si , h (IL 1300100 arU Add � h'F'a r. Nor ,I(Gd Lr mldw s Ute sin % P 8 f 8 I m % h IAbe SOU NUU J the on d d l' " 6 oxer rhnn 45 n IL rmd 350 SUU'wMrc aPn-8 P P 8 t . xhe d dGmll fs JS h f..r P V V ). 'I c AIUfl ,DG WORK fM121 ST sign on im<nCcfnP. m d av he m:iD a n diver, h n VA tut ,t Solt , ntr oIh'sactir- 4. < r M10 t Aunuon «aL f U mmnm or Inc.II c and eLv Berne a be cL - '1 n a,c W im o' I Used. c i a Standard S. Vehiclehazard -string algnaN shall not be esM Instead orthe eliNkle's high Intemty amber NN.(I n shi o:mnclllatln lights. Vehicle h 0 In signals can he usetl to supplement e m- g ggnn Lap L 1Y bel ntarmidnin.vdevi TMT III LIWe be at 4 Taper len W and cLanne11z10 Devices spacing shall be at the tollowiv P e 0.) g P R e ChwaNII.I., SPAIN GoadnB Locatl0n Spend Limit (mph) 0-35 36. Transition Spacing 20' 48 Travelway Spacing 40' BC' Consbocnon Aaefis' 6D' 120 - Sam, may be'nmeased to RUNS dismncn but chat not AXwXJ Dns access er/.THIN u. MasNa a vlNa width of 0 Gaza or more chardfialn devkas R shall be usetl to erose 1. shoulder n advance to the me to 1 to aired r8 n9 pe Venkular Traffic t0 lemma wi(M1ln the traveled WG . Y 7. The buffers ace length shall De as shown' Table STIO Page for Ale off S r I Ma dLm P e< 8 P Pre R. hi truck mounted attenuator L\ ani oi used li the shadow ,,male , Limited! Aetna (MIA) Men e J NUJ n rwomma eLM1 p ,.oil speed rim t equal 11 I r irearer than YS man lar oµenUa side e r a INGO n game 1gle fi0 affwimns. 9. When a side road inferaMs ml hlghavay tie1Mn the temporary Damc control zone, additional RaineMA I -4l 12015 shall be places as needed 1: NevWon I - MINIS A APIi12015 DEE NOTE 1 SEE NOT£ 1 1+50 -1+00 -0+50 0+00 0+50 1+00 1+50 1+00 1+50 3+00 3+50 ENTRANCE SIGHT DISTANCE PROFILE CG -n WP -2 y A EAST SET APPROACH SAME SURFACING GENERAL NOTES LIMBS TO RE 0.S %e ASP= ROADWAY (SEE NOTE 31 SXONN ON PLANS) O. L WHEN USED N C MMANNCTKKN "IN STNNMl1 CG -3 ADJACENT TRAVEL LME AAwa.T PAVE4£NT WIDENNO rRIOVS TO BE AS OR CG -J, THE CURB EASE ON Tres SrNgND 6 i0 f shown DN PLANE, BE CONE TTED To MATCH THE MOM CURB 12". f It,, Langrh El _ _ _ _ SPeed Llmtt Ili 9 Lane WIUM IF.) t0 J 25 BS T06 Plit 90 135 150 LVA, 35 105 205 Z2�320 so 7Q '270 a5 AIDS 45D 50 aW SOD 5'A 600 55 495 550 GDS BOB 60 5W Boo 650 72c 65 wa 650 /15 780 70 B]S 700 no BIO Mccm Ont rinborn, for LmtlatlA e HI hes,N.E.He 199c leet. Site ne Ta r '/.LN11mMum M ChwaNII.I., SPAIN GoadnB Locatl0n Spend Limit (mph) 0-35 36. Transition Spacing 20' 48 Travelway Spacing 40' BC' Consbocnon Aaefis' 6D' 120 - Sam, may be'nmeased to RUNS dismncn but chat not AXwXJ Dns access er/.THIN u. MasNa a vlNa width of 0 Gaza or more chardfialn devkas R shall be usetl to erose 1. shoulder n advance to the me to 1 to aired r8 n9 pe Venkular Traffic t0 lemma wi(M1ln the traveled WG . Y 7. The buffers ace length shall De as shown' Table STIO Page for Ale off S r I Ma dLm P e< 8 P Pre R. hi truck mounted attenuator L\ ani oi used li the shadow ,,male , Limited! Aetna (MIA) Men e J NUJ n rwomma eLM1 p ,.oil speed rim t equal 11 I r irearer than YS man lar oµenUa side e r a INGO n game 1gle fi0 affwimns. 9. When a side road inferaMs ml hlghavay tie1Mn the temporary Damc control zone, additional RaineMA I -4l 12015 shall be places as needed 1: NevWon I - MINIS A APIi12015 DEE NOTE 1 SEE NOT£ 1 1+50 -1+00 -0+50 0+00 0+50 1+00 1+50 1+00 1+50 3+00 3+50 ENTRANCE SIGHT DISTANCE PROFILE CG -n WP -2 y A EAST SET APPROACH SAME SURFACING GENERAL NOTES LIMBS TO RE 0.S %e ASP= ROADWAY (SEE NOTE 31 SXONN ON PLANS) O. L WHEN USED N C MMANNCTKKN "IN STNNMl1 CG -3 ADJACENT TRAVEL LME AAwa.T PAVE4£NT WIDENNO rRIOVS TO BE AS OR CG -J, THE CURB EASE ON Tres SrNgND 6 i0 f shown DN PLANE, BE CONE TTED To MATCH THE MOM CURB 12". f CC -2 OR OC -6 L _ _ _ _ RG'OF Exlswt PE lA5 OEIERWNEO IN GIFLL0DO1 J 2 SEE STMKARD CG -12 FOR CURB RNd DESIGN TO BE Plit MEDUM 500-6W VP0 13X 6R LVA, USED WITH THIS ETNgNID. j -,SOEWALH C) TALK COAs THE PROPOSED INDITE Coss, CFEW JOINT DIISTPIG Ase i LAYERS PROPOSED ASPHALT LAYERS 51 5� OPTION. rn ROW LINE UNPAVEO SPACE T MMay& PAVEMENT SHLLL BE CONSTRUCTED TO THE War SINE (EXCEPT My SBGRADE STASWZATpx (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REv61ox DATE ORM 1 OF 1 _________________ 11, K� V aG 30].02 VIRGINIA DEPARTMENT Of TRANSPORTATION QTTEEDDFOR NR�ESEYENL WACN CAN HE A".120li .April yil5 EXPANSION JpNT J EVPAHS%LY C A THE IMITSM Sao. PROPOSED He ASE 'IOPO {. RApA LLWB OR TER .RIE: 'B' 0" No AS lur ..M W.eAT INSTRUCTED SCURBEAN T S R/W EEXCEPT FOR KPV EI T PUSSES THIS R/W SINE (O�eA `a I CONPACTEO SVBCFME T SHOWN ON iY%Cµ SOW SECTION. A+F PLAN VIEW ENTRANCE NOTES CONSTRUCTION JOINT DETAIL S. WHEN THE ENTRANCE ROY CANNOT ACCOMMODATE THE TURHNC REIX WNIS Oi .WTIOPATEO HEAVY TRVLX ® REMOVE EXISTING 4SPNµi LAYERS t0 EXISTING $LVDASE ANO REPLACE WITH PROPOSED AVNAT WIOEMNG LAYERS MN M ROADWAY SLOPE 1D'PNNM000 Cl (ENTRANCE OYYI iNATIC THE DEPTH FOR SEEMED L CURB RNFS WITMN THE LIMITS OF TIE RADL SHOLLD BE PH',REASED TO 7'. ISEE CG -13) ® PROPOSED MINIMUM I'/e Rl>I THICK ASPFALT SURFACE COURSE (YC NOTE 5) EDGE OF PAVEMENT Ofl BF AUX, p A WNIMUM D INCHES, OR GREATER M AECESSMY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS OPTIBNA ROW LM SLOPE CHANGE ® _ _ _ _ - p B. PLANS ARE TO INDICATE WHEN CO MUCPON OF A ROW As DETERMINED BY CORE5 (SEE NOTE 31 -_ M.WLN£ gOIOWAT -_ _ (SEE NOTE 71 SINE E REQUIRED i0 PRONATE POSInVE CRIa'AGE ACROSS THE ENTRANCE. B% wer ® - -- D '� 7. THE DESYUPLE AND MAXIMUM ENTRANCE LIME CHANGES ROPE GH VGE -� _ 0 0. AT LISTED M THE ALLOWABLE ENIRAVCE CODE TNAE. THERE V.LES AIE HIT MPLMABLE TO s1REET NOTES: 5' 20'MNWUM FOR C0NEXITIONS' 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN W ACCORDANCE WITH CURRENT VONT PROCEQAES AND BE APPROVED BY THE ENGINEER. cg Rq. ENTRANCE INTERSECTION NOTES 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDEWNG SHALL WET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. ROSVRFME OTANNA.GE OF THE EXISTING AND PROPOSED PME"ENT SL&L BE ADDRESSED IN THE PAVEMENT DESIGN. M CONSTRUCT GRACE CN/NDES WITH A PA WC CURVE. R. WHEN CL -116 USED FOR STREET CONNECTMS. TE CONNECTION MUST BE DESIGNED W ACCORDNKE WRN NSHTO Hal AID THE APPLICARD REWRF WS S. A NNNW OF THREE CORES SN.L BE TVEN ALONG THE CENTER OF THE ADJACENT TRAVEL LVE TO DETERMINE THE TYPE ND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE COPES SHALL BE SPACED NO MORE THAN 500 FEET MART. SECTION A - A SIGHT DISTANCE AX VHLE K"pAPEWNiCT'S,, STCPPNG {. THE NAIPLENT TRAVEL LAWS SHALL Go MILLED A MNMUM DEPTH CF 1'/„ INCHES AND REPLACED WITH AN ASPX.T SURFACE COARSE TO MATCH THE PROPOSED PAVEMENT WIDEC SURFACE COURSE. UNLESS WAVED BY T E ENGINEER. M. OPTION. FLOWLINE MAY REQUIRE WNKN(: OF A PoRTN.W OF CUTTER TO PROVIDE POSITIVE DRNNACE 5. THE ENGINEER MAY REOMF THE LALLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJOSTED TO ACHIEVE AN ACCEPIABLE PAVEMENT CRCSS SLOPE ACR055 THE NTERSECTgH VO EFFECTIVE SURFACE DRAINAGE, 2 S SHALL BE RESTORED JECT To THE MPROV& THE ENGINEER. 6. EXISTING PAVEMENT MARNINGS AND MANNERS WNHw THE PROJECT LIMITS O ALLOWABLE ENTRANCE GRADE CHANGES \ �- 7- FINAL SNA LL PAVEMENT TE -IN SNL CONFORM TO THE REOUWEMENT OF SECTION 315,05(c)OF THE SPECDCATIONS EXCEPT THAT ALL JOINTS 5 Ai TIBEHNNCA LOCATIONS SMALL DE TESTED VSNC A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REOUWEMEMS OF SECTION 36.0]lo) OE' THE SPECIFICATIONS. CFbE <NVGE Scotia ., Olwratinn nn As Shnulder (Figure TTC4.1) ---- 0202 V (1 60D'_ RG .120, --T SHADOW VEHICLE REDO RED MA REQUIREMENT SEE NUTS B ILLUMINATED FLASHING AMBER CAUTION MODE -SEE NOTE 7 TYPESORC ) - SEE NOTE CHONNELIZING --- DFVICFS SPACING SEE NOTE 6 SEE NOTE 2 �fl" 'W21-SaR _ SEE No SFENOTE2 W2b5eR SEE NOTE 2 v ------ YN1 Typical Trafne CUHFII Lorre Closure na o nvv.LUNN Rua nay Uab, Finggxmm (Figure TI'C-23.1) NOTES 4ANV'w . 1 SPIN -Ines, di,omes(wu(d be 350'300',,Jrere mep.1dsp,ad lin," Is 45 m1h 111,1,, and 500'400' h .'hep Tal dP ' sg-Mu mon 45 npb, 2 C ! llb 1 hex esnrLLcLIn tin r r N h r cesebt, 8 f Imp 1 F do,-, dv me a -in T.1, " A ed I ,,d. dhnrtand Mr d at t g hf Jm Ear In Tvbl dlf l-. (h ep¢nAi Sp^,omrina a(mJd (tun n clemline of gll f F g ophir. JLIyBerewvbol ign m Me )(nyyer lion, 1 3 WTve R'aht of Wa,or¢comclrcwnd"vo:vv vrmemtM1e ase afJB'xd8"situs. 3G"x 3G'sarmnuvbe Standard 4 £legging stations shall be located far enough in advance of the work space to Permit ayproaelnug trams, to reduce spell indoor stop before passing the work space and allow sufiklenl distance for de attfv traffic in the left ligan, ro t t tD ht 1 before hl ,v traffic see RW R opposing Table M J Page e 15) 5. All Iarre n II h tale t andSection J. re u t t m ge ,h rye when performlvg0 ggmg❑ Ilea( S d LE OI,Q m10 fib for FNgg ) 6. Care spacing hall he BlLtM. ingpPa(ed opted i dd Tsai ITAhI QH dna l',Y$ 6n'!I. 7 A shadow vehicle with at Int Ove Likes Imm H ..her rvlaXn ce<DNim Ileal D c s g I, g, rla,hNN RI: 8 - sl di NO parked 80'-120 is advmcc of ILC fat work crew. On,; _ g. a a ine atanlai fl,a calfiv be rcanor to Guied ana tm„r<, ro 'yearn r choond no or mo o <r on an<ae Ny c I�,nrr 9 LLL", Nm` f creadecxl BF PHFPARFD TO STOP NVaJ)ag r 1 Go,Icad EfvyeE lbe Pl+rtah7M*serpMa4 tkmrb{gA�Prp, flano > 1 11 Dv""'I"Aned ae 8n Irdvmn"', IOP/hm MAJrhlvny- I "'e ,; TF pebew,1lhe vara' A - dr -Uon,ed IVN, Suauac m. 11m, from da la 1 me no,ht mmNd mrm18h MY J gi n, ! 8 d cmam8 me mnpnmry 1, FE, Geonal-ane sbndd be. nded- MY, A. nonsdm P ,Vo In, hg(nn>)Fml om N,( A, TPD5611 N' loo morn un h(eb AT,o1 'n.9. Standard. 11 ATid M1 R 1 d 'hallhei mm.ned Accept aeme ee Redarn MEAN. e 4 YR'yen xv (s ) Lm �- Iz. CO..le a n Bar, rem l n m I 1 d yay hn' 'Po FIX, ot M 13 C 1 I f 1 1 I t J Vast, 1 J N nb r "N both d e n ❑ I sif ncd 1 M vieinl< Io .,admrsucory behard os r Fr Rlakd"i eon When Iwval fee ase thrte rtable temporary roatbie "FRS stripsthat]be Tri tall aerou za e aInstalled PP W P ry ( o w I lave ' hill a the d PA st T STOP 93.4 sign, T rportableto the amUrc Ari BE RE R6 A TO )h >aj (\ T dra mDle em ,onAl he adenly,ed had adjusted sa Yecesaary during Ihcwark The 10 evs'ore Dnp placemeet on Me roadway."Weep the PT%aie:)YsmnAd, lhR RE>184S STI'µPS MEAD (142bV26NkNS6AU elsobiglYpedi Posted 6 d i`0'-35.ha 36-55 nth PTRSR aN.g Centerm Center +-.SFtttd FPm n R.rnma 1 -.proms Lure Closure ov A Two -Looe Roadway Use, FINIMOrs HI urv'I'IC-23.1 ( R ) E. `T .. i' - NOIlv1sHBDOni� +` 5a too - DO, 0 ro 'SCG NO'r[4 F�REOUIRED 20FUDLVVID"CLE SEE NOTE S 1 O•ro Err-im' FL AGGER STATION NG' SFF NOTE SEE .. ::.... NOTEt u6s I 6EE OTE I r: PORTABLE EE NOTE NUMPORARY ppN RUMBLE STHIPS f// -=(Rr T`i -SEE 'WH 0EEN0 ct 1 NOTE I U T oPn NAL 1 RR- I - iYSW.i: SEE ROT[ 1 �s A I: Reaaan l -.111E 735 �~ ! DO yy L , Ln 730 j 0 � p�< z PCO lllO � rzs �z Z(A)Wo ZQzti� _H C) Lw�z�Wmoo z=oov,Ql L z��zti(�� W (n Q Zy titi 710 zt v -_Zz (a o W QB L,4 Z Z m¢ V ti��z��z� O W C� Z Z CA t iz) U) JIS AN, OH.53 W20-7 I 1 O U) Lu w F_ Q 0 CLASS A3 , ENTRANCE VCG- D" �',V ti (XCg6NEiE _4M ". - •[. - DESLCIHE YAxuW ` WCM MORE iXV "Go VPo OY 3X Plit MEDUM 500-6W VP0 13X 6R LVA, SECTION C -C Low LEss THAN SM maw 16X az j NOTES ALLOWABLE ENTRANCE GIME TALE IS NOT C) IPPLICA9LE TO STREET COMECTp METHOD OF TREATMENT VEMENT WIDENING ROAD AlD DRIOGE sTNDIAOs ROAD AD BFIDGE STANDARD TJ (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REv61ox DATE ORM 1 OF 1 SEET 1 w 1 REVISION DATE I K� V VIRGINIA MPMTNENT OF TRbS TAT*N 203.04 30].02 VIRGINIA DEPARTMENT Of TRANSPORTATION PaSc6H-15 Page GiSi A".120li .April yil5 Scotia ., Olwratinn nn As Shnulder (Figure TTC4.1) ---- 0202 V (1 60D'_ RG .120, --T SHADOW VEHICLE REDO RED MA REQUIREMENT SEE NUTS B ILLUMINATED FLASHING AMBER CAUTION MODE -SEE NOTE 7 TYPESORC ) - SEE NOTE CHONNELIZING --- DFVICFS SPACING SEE NOTE 6 SEE NOTE 2 �fl" 'W21-SaR _ SEE No SFENOTE2 W2b5eR SEE NOTE 2 v ------ YN1 Typical Trafne CUHFII Lorre Closure na o nvv.LUNN Rua nay Uab, Finggxmm (Figure TI'C-23.1) NOTES 4ANV'w . 1 SPIN -Ines, di,omes(wu(d be 350'300',,Jrere mep.1dsp,ad lin," Is 45 m1h 111,1,, and 500'400' h .'hep Tal dP ' sg-Mu mon 45 npb, 2 C ! llb 1 hex esnrLLcLIn tin r r N h r cesebt, 8 f Imp 1 F do,-, dv me a -in T.1, " A ed I ,,d. dhnrtand Mr d at t g hf Jm Ear In Tvbl dlf l-. (h ep¢nAi Sp^,omrina a(mJd (tun n clemline of gll f F g ophir. JLIyBerewvbol ign m Me )(nyyer lion, 1 3 WTve R'aht of Wa,or¢comclrcwnd"vo:vv vrmemtM1e ase afJB'xd8"situs. 3G"x 3G'sarmnuvbe Standard 4 £legging stations shall be located far enough in advance of the work space to Permit ayproaelnug trams, to reduce spell indoor stop before passing the work space and allow sufiklenl distance for de attfv traffic in the left ligan, ro t t tD ht 1 before hl ,v traffic see RW R opposing Table M J Page e 15) 5. All Iarre n II h tale t andSection J. re u t t m ge ,h rye when performlvg0 ggmg❑ Ilea( S d LE OI,Q m10 fib for FNgg ) 6. Care spacing hall he BlLtM. ingpPa(ed opted i dd Tsai ITAhI QH dna l',Y$ 6n'!I. 7 A shadow vehicle with at Int Ove Likes Imm H ..her rvlaXn ce<DNim Ileal D c s g I, g, rla,hNN RI: 8 - sl di NO parked 80'-120 is advmcc of ILC fat work crew. On,; _ g. a a ine atanlai fl,a calfiv be rcanor to Guied ana tm„r<, ro 'yearn r choond no or mo o <r on an<ae Ny c I�,nrr 9 LLL", Nm` f creadecxl BF PHFPARFD TO STOP NVaJ)ag r 1 Go,Icad EfvyeE lbe Pl+rtah7M*serpMa4 tkmrb{gA�Prp, flano > 1 11 Dv""'I"Aned ae 8n Irdvmn"', IOP/hm MAJrhlvny- I "'e ,; TF pebew,1lhe vara' A - dr -Uon,ed IVN, Suauac m. 11m, from da la 1 me no,ht mmNd mrm18h MY J gi n, ! 8 d cmam8 me mnpnmry 1, FE, Geonal-ane sbndd be. nded- MY, A. nonsdm P ,Vo In, hg(nn>)Fml om N,( A, TPD5611 N' loo morn un h(eb AT,o1 'n.9. Standard. 11 ATid M1 R 1 d 'hallhei mm.ned Accept aeme ee Redarn MEAN. e 4 YR'yen xv (s ) Lm �- Iz. CO..le a n Bar, rem l n m I 1 d yay hn' 'Po FIX, ot M 13 C 1 I f 1 1 I t J Vast, 1 J N nb r "N both d e n ❑ I sif ncd 1 M vieinl< Io .,admrsucory behard os r Fr Rlakd"i eon When Iwval fee ase thrte rtable temporary roatbie "FRS stripsthat]be Tri tall aerou za e aInstalled PP W P ry ( o w I lave ' hill a the d PA st T STOP 93.4 sign, T rportableto the amUrc Ari BE RE R6 A TO )h >aj (\ T dra mDle em ,onAl he adenly,ed had adjusted sa Yecesaary during Ihcwark The 10 evs'ore Dnp placemeet on Me roadway."Weep the PT%aie:)YsmnAd, lhR RE>184S STI'µPS MEAD (142bV26NkNS6AU elsobiglYpedi Posted 6 d i`0'-35.ha 36-55 nth PTRSR aN.g Centerm Center +-.SFtttd FPm n R.rnma 1 -.proms Lure Closure ov A Two -Looe Roadway Use, FINIMOrs HI urv'I'IC-23.1 ( R ) E. `T .. i' - NOIlv1sHBDOni� +` 5a too - DO, 0 ro 'SCG NO'r[4 F�REOUIRED 20FUDLVVID"CLE SEE NOTE S 1 O•ro Err-im' FL AGGER STATION NG' SFF NOTE SEE .. ::.... NOTEt u6s I 6EE OTE I r: PORTABLE EE NOTE NUMPORARY ppN RUMBLE STHIPS f// -=(Rr T`i -SEE 'WH 0EEN0 ct 1 NOTE I U T oPn NAL 1 RR- I - iYSW.i: SEE ROT[ 1 �s A I: Reaaan l -.111E 735 �~ ! DO yy L , Ln 730 j 0 � p�< z PCO lllO � rzs �z Z(A)Wo ZQzti� _H C) Lw�z�Wmoo z=oov,Ql L z��zti(�� W (n Q Zy titi 710 zt v -_Zz (a o W QB L,4 Z Z m¢ V ti��z��z� O W C� Z Z CA t iz) U) JIS AN, OH.53 W20-7 I 1 O U) Lu w F_ Q 0 DATE: ]AN 6 2020 F r u I SCALE: 1 = 200 FILE NO. 0634 SHEET 7 OF 15 ti Plit L LVA, �\ j C) I \ Q I K� V \� J W J `tel I^ V 5LQ (O�eA `a I DATE: ]AN 6 2020 F r u I SCALE: 1 = 200 FILE NO. 0634 SHEET 7 OF 15 FREDERICK COUNTY FIRE MARSHAL NOTES SIGN TYPE "All SIGN TYPE IIC'I SIGN TYPE 11D11 NO NO NO 0 Qx PARKING PARKING PARKING p LIZ SEC77OND101 GENERALNO NO NO STANDING STANDING STANDING D103,7 Curb Designation, Where curbing is provided adjacent to fire lane it must be FIRE LANE 00 0 D101.IScope-Fireapparatusaccessroadssha//be in accordance with this appendix and all other applicable requirements of the International Fire Code. SEC77ON D102 REQUIRED ACCESS PARKING PARKING PARKING FIRE LANE FIRE LANE --► ._ painted yellow within the limits of the fire lane. in areas without curbing a 6 inch yellow D102.IAccessandloading -Facilities, buildings orportions of buildings hereafterconstructedshallbe accessible to fire department apparatus byway ofan OR OR OR line shall be applied to the edge of pavement. Paint shall be highway traffic grade. approvedfireapparatus access road with anasphalt, concrete orotherapproved drivingsurfacecapable ofsupportingthe imposed/oadoffire apparatusIn STANDING STANDING STANDING O o 0 weighing at least 75,000 pounds (34 050 kg). U SECTION D103 MINIMUM SPECIFICA TIONS FIRE LANE FIRE LANE FIRE LANE -0 D103.1 Access road width with a hydrant - Where a fire hydrant is located on a Ore apparatus access road, the minimum road width shall be 26 feet (7925 mm), exclusive of shoulders (see Figure D103.1). ^ No More Than 50 feet 0 6 6 C to 01031 Grade -Fire apparatus access roads shallnot exceed IO percent in grade. Exception; Grades steeper than 10 percent as approved by the fire chief. = Between SignsW. O1 E D1033 Turning Radius - The minimum turning radius shall be determined by the fire code official. D103.4 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 accordance with Table D1034. Standard wording with Standard wording with Standard wording with 71J6" 611 C_ TABLE D103.4REQUIREMENTS FOR DEAD-END FIREAPPARATUSACCESSROADS an arrow on the bottom pointing to the right g g an arrow on the bottom pointing to the left. One no arrow. One sign mounted parallel to the a LENGTH(feet) WIDTH(feet) TURNAROUNDSREQUIRED One sign mounted sign mounted parallel to line of curbing or 0 0 ` o V) a 1. Length 0'-150 parallel to the line of curbing or pavement the line of curbing or edge at the pavement. CD v ° a. 20' width required, b. no turnaround required edge at the end of the pavement end of the painted area. Limits of fire Lane � Curbs sha/l be identified b a 6 inch Rol%d curbs shall be identified b a 6 y y Roads with no curbs shall be identified � s C ^o 2. Length 151'-500' painted area. yellow paint stripe on the top and side. inch yellow paint stripe to the top. by a 6 inch yellow stripe. ca f6 c J ry a. 10' width required b. Turnaround required: 120'hammerhead, 60"'Y'; or96'diametercul-de-sac \ 3. Length 501'-750' a. 26' width required \ b. Turnaround required. 120'hammerhead, 60"'Y; or96'diametercul-de-sac--- 4. Length greater 750' a. Spedal approval required \ FH D103.5Fire apparatusaccess roadgates b - �/ �) Gates securing the fire apparatus access roads shall comply with all of the following criteria: I 1. The minimum gate width shall be 20feet (6096mm).® _.-------------.�. � -,.-. ..�, 2. Gates shall be of the swinging or sliding type. 3. Construction ofgatesshall beofmaterials that allow manual operation by one person. 1111 \ 4. Gate components shall be maintained in an operative condition at all times and replaced or repaired when defective, 5. E/ectricgatesshal/be equipped with a means of opening the gate by Are departmentpersonnelfor emergency access. Emergency opening devices �- -W-W-9 w --- w - w - r - W - a - m - w _ w �_ _ r - x w sha//be approved by the fire code official. _ _ _ _ _ _ _ _ _ _ - - - - _ _ _ - - - - - - - - - m �j 7y 6. Manual openinggates shallnot be locked with a padlock orchain andpadlock unless they are capable ofbeing openedbymeansofforcible entry® tools or when a key box containing the key(s) to the lock is installed at the location. W- s' �..®.®� """'" �' ",� 0 .,.m.,..,. r -`... V .�'^ V ""�' �t -m- rg ^'"^ � ^®- r u V ^- W "'-" W O O 0 tv gate r� "" _ Ln Z) 7. Locking device specifications shall be submitted forapprovalbythe fire code official _ �� --- --- • I- trt 8. E/ectricgate operators, where provided, shall be listed in accordance with UL 325. Q 9. Gates intended forautomatic operation shall be designed, constructed and installed to comply with the requirements ofASTM F2200. ( \\ �P D103.65igns. Where required by the fire code official, fire apparatus access roads shall be marked with permanent NO PARKING- FIRE LANEsigns complying I \\ Fx 115 LF8"o.L. CL 52 RATER MAIN with Figure D103.6 Signs shallhave a minimum dimension of 12 inches (305 mm) by 18 inches (457 mm) high andhave red letters on a white background. Signs shall be posted on one orboth sides of the Are apparatus road as required by5ection D103.6.1 or D103.6.2. 2 Q z D103.6.1 Roads 20 to 26 feet in width -Fire lane signs as specified in Section 106.3 shal/be posted on both sides of the fire apparatus roads that are 20 to 16 feet �' wide. 0103.6.1 Roads more than 16 feet in width -Fire lane signs as specifiedin Section 1063 shall be postedon one side of fire apparatus access roads more g!� t FH zt o o Q a ' Q 2 m than 16 feet wide and less than 32 feet wide. SECTION D104COMMERCII L AND INDUSTRIAL DEVELOPMENTS w U Q W W oo o o h J A O O O O O O O O O _ D104.1 Buildings exceedingthree stories or 30 feet in height \) Z 2 o z `L' tn ¢ � a ~ Buildings or facilities exceeding 30 feet (9144 mm) or three stories in height shall have at least two means of fire apparatus access for each structure. • • • • • • • • • • QUYvi +'a 2(n O 0104.2 Buildings exceeding 62, 000 square feet in area Buildings or facilities having a gross building area of more than 62,000 square feet (5760 m2) shall be provided with two separate and approved fire apparatus access roads. Exception: Projects having a gross building area of up to 114, 000 square feet (11520m2) that have asingle approved fireapparatus access road c FH ��D�� © • OD H v 2 W x � Wo Q x °�° Q o '' � when all buildings are equipped throughout with approved automatic sprinkler systems. ©• VII YELLOW STRIPE SIGN TYPE o Q o p o •• D104.3 Remoteness o o N Where two fire apparatus access roads are required, theysha// beplaced a distance apartequal to not less than one half of the length of the maximum O• w r - • - 4wHEw • - r w -w -w -r overall diagonal dimension of the lotorarea to be served, measuredin a straightline between accesses. SECTIONDIOSAERIALFIREAPPARATUSACC£SSROADS D105.SWhere required Where the vertical distance between the rade plane and the highest roof surface exceeds 30 feet 9144 mm , a roved aeria/fire apparatus access roads g P g ( ) PP PP DOOR SPACING AT 100'AROUND • • O w w shall be provided. For purposes of this section, the highest roofsu face shall be determined bymeasurement to the eave of pitched roof, the intersection of O • D PERIMETER (TYPICAL) A • ( m r Z o o the roof to the exterior wall, or the top ofparapet walls, whichever isgreater. _ I � 0 0 0105.1 Width Aerial fire apparatus access roads shall have a minimum unobstructed width of 26 feet (7915mm), exclusive ofshou/ders in the immediate vicin/tyof the •� D , i ., 0 o U) C2 m Cr building or portion thereof. I Z w 3 D105.3 Proximity to building • I w U U At /east one of the required access routes meeting this condition shall be located within a minimum of 15 feet (4572 mm) and a maximum of 30 feet (9144 I j LUCr > m m mm) from the building and shalt be positioned parallel to one entire side of the building. The side of the building on which the aerial fire apparatus access road is shall be approved by the fire code official • O ' a a positioned D105.4 Obstructions O • I a a Overhead utility andpowerlines shall not be located over the aerial fire apparatus access road or between the aerial fire apparatus road and the building. © •LO Other obstructions shall be permitted to be placed with the approval of the fire code official. • I w w w §9046eneralrequlrements° The following requirementsshallapp/y to all construction or land development activities in areas of the County to which this 71 • P LU o 0 artic%applies: I I LL_ A. Means of access for fire Department apparatus. ( M (1) The means of access for Fire Department apparatus and personnel shall consist of fire lanes, private streets, streets, parking lot lanes or a combination thereof. O • • D • 1 N M M (2) Parking inanymeansofaccess sha//not be permitted within 15 feet of a Ore hydrant ,sprinkler orstandpipeconnection orinany other manner which 159,000 SE BUILDING • will obstruct orinterfere with the Fire Department's use of the hydrant or connection. 4,220 OFFICE i (3) 'No parking"signs or another designation indicating that parking is prohibited shall be provided at all normal and emergency access points to 38' TALL structures and within 15 feet of each fire hydrant, sprinkler or standpipe connection. r B. Fire lanes. (1) The Fire Marshal orhis/her designated representative, in concert with the local volunteer fire company, may designate both public and private fire lanes for f r //l • I r as required the efficient and effective use of fire apparatus. Saidfire lanes shallbe marked in a mannerprescribed by the Fire Marshal or I 1 , his/her designated representative. Parking in a designated fire lane sha/I be controlled by Chapter 158, Vehicles Traffic, of the Frederick County Code. O • • • O I WL (2) Fire lanes shall be at /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 j all-weather surface adequately designed to support any fire apparatus likely to be operated in such fire lane or be of subsurface construction designed 40' 0' 40' • I I w J to support the same loads as the above surfaces and be covered with no more than three inches ofsoil orsod, or both, and be designed with radii of �i C) sufficient length to allow forsafe turning by any fire apparatus likelyto be operated on such fire lane. I I I O (3) Fire lanes connecting to publicstreets, roadways orprivate streets shall be provided with curb cuts extending at least two feet beyond each edge of the fire lane. iy= GRAPHIC SCALE �l 1-�� LQ (4) Chains or other barriers maybe provided at the entrance tofirelanes orprivate streets, provided that theyareinstalled according tothe requirements of the A uthority Ha ving Jurisdiction. O • \ ' •Zt I v W C. Parking/at lanes -Parking lot lanes shallhaveaminimum ofl5feet c%arwidth between rows ofparkedvehic%s for vehicular access andmovement. vp A Locationofstructures. FIRE HYDRANT • D -1 M a 1 At perimeter commercial, ublicorsemi ublicorresidenhalstructureswiththreeormoredwe/lin units erstructure l) P �P P g P (� I � r 1 o � O1 Q�j shall be within 100 feet of street, fire lane, orprivate street. (Z) Structures exceedmg30 feet in height shall not beset back more than 50 feet from a street, fire lane orprivate street II F.... , 6 YELLOW STRIPE r .. .: - , ,... � �< � -.s .. - � . � .. ° � _ . ,',,; , � •; ,. , : � s (� � � z VQi � , �' (3) When any combination of private fire -protection facilities, including but not limited to fire resistive roofs, Ore separation walls, space separation and automatic fire-extinguishingsystems, isthe fire Marshalorhis/her designatedrepresentativeasanacceptable alternative, II II SIGN TYPED' FHS,:�:::� • � .::,, ; ., ; ,� a., ;` r .. .'.. t,'. ❑ .:'� .•.:: �` . ,..: .� °.�.: <.• •r.., �` � °' �.' FH SIGN TYPE CE v Q provided ,andapprovedby Subsection0(2)shallnotapp/y. .'�:• :, • �,�', " ,;. 4 .. ..,.., r .,. :�' '', �` �. ',� �'..: �. W 4 The fire Marsha/ or his her designated representative may, in concert with the local volunteer fire company, require at least two means of for (J / g P y P y q • D O� t�.a'. ;, s` a �' .r1L l ., ''" ? '. <' :''.•�' • "' ' : I• :;.; `�q: SIGN�T`fPE D. II /I • 6 YELLOW STRIPE I Q O Brea apparatus to al/commercial and industrial structures. Those access ways shall meet there requirements of Subsection B(3). PP Y 9r (5) Landscaping or other obstructions shallnotbeplacedaroundstructuresorhydrentsinamannersoastoimpair orimpedeaccessibility for fire -fighting � .. r,. , ., ....', r , .,.. A .. � and rescue operations.a:" E. wate,snpp/yr 1 Watersu / s stems shall be desi ned so as to be capable o(supplyingat least 1,000gallons per minute at 20pounds ers ware inch. Water l J PPY Y g P g P P P 9 � f <,ejd ` YELLOW STRIPE , 4 r . •ro ,.^ r supplies shall be made available and operational before combustibles are on site during construction. * ' 12) /n areas developed with single-family detached or duplex dwelling units, there shall be a fire hydrant within 400 feet of all units. In areas developed ° z- with three to five dwelling units perstructure, there sha0be a hydrant within 300 feet of all units. In areas developed with six or more dwelling units - • O � r MM - r - • - • - r - N - r - r - A- A- r - r - r -ar 317r - • - r - r r - r - a- a - a- r - a- a- ♦ a- r - • - r - • - r v perstructure, there shall be at /east two hydrants within 300 feet of all units. In areas developed with industrial or commercial deve/opment(s) there shall be a hydrant within 300 feet of all portions ofanystructure. Where one hydrant is dedicated to the operation of a standpipe system, there shall I be at/east one other hydrant meeting the distance requirements set forth above. The hydrant dedicated to the operation of the standpipe system shall • O I O not be farther than 50 feet from the standpipe. Distance measurements under this section shall be along center -line roadway surfaces or a/ongsunaces I1 U) meeting the requirements of a Ore lane (designated or undesignated) where appropriate, but in all cases access to each hydrant shallbe directly from a roadway and/or fire lane. (3) fire hydrantsshallbemarkedinaccordancewiththeFrederickCounty5anitationAuthoritypolicy. (4) Fire hydrantslocatedinparkingareasshallbeprotectedbybarnersthatwil1preventphysica/damage from vehicles. (5) Fire hydrants shall be located within three feet of the curbline offire lanes, streets orprivate streets when installedalong such access ways (6) Fire hydrants shall be installed in accordance with the standards of the Frederick County5anitation Authority. • © DATE: JAN, 6, 2020 SCALE: 1" 40' (7) Threads on fire hydrant outlets shall conform to Frederick CountySanitationAuthoritypolicy. (8) Fire hydrants shall be supplied by not less than a six-inch diameter main. JnA • ©� = FILE NO. 0634 F. Fire protection duringconstruction . Trash, debris and othercombustible material shall be removed from the construction site as often as necessary to maintain a firesafe construction site. I L f F� / SHEET 8 OF 15 G. Plans. Comp/ete as -built building floor plans, site plans and plans of fire -suppression systems shall be submitted to the Chief Building Otial and Fire Marshal, or theirrespective designated representatives, prior to issuance of the final certificate of occupancy. I f 3' MIN. 12:1 12:1 N CG -6 FE 3' MIN. FM PM S 3 PA —PH — M ^^--®- M — m —FE — rAM — � EWER TH MAIN — M - gap — m Pei — M ---^ m ---•� W S S FU � FU ----- M ---- rd — - W -- M B a. _ ---------- t--. ------------- ------------ ­-'-�-----.------= ------ NOTES: " I " 1. H/C SPACES MAY NOT EXCEED A 21w, SLOPE, 2. RAMP BUILT TO VDOT CG -12 STANDARDS. 3. WHITE STRIPING SHOULD BE 3" WIDE, 4. H/C SIGNS TO BE SET 3' BEHIND SIDEWALK OR MOUNTED TO BUILDING IF POSSIBLE, R7-8 HANDICAP PARKING Sl (12" X 18') RESERVED PARKING INTERNATIONAL SYMBOL OF ACCESSIBILITY IF REQUIRED \ \VAN ACCESSIBLE PENALTY $100-500 TOW—AWAY ZONE MAY BE PLACED ON ONE BLANK. ADJUSTING THE REQUIRED HEIGHT TO ACCOMMODATE THE ADDITIONAL LINES J REQUIRED EFFECTIVE JULY 1, 1998 j PARKING SURFACE CONCRETE WHEEL STOP (IF REQUIRED) HANDICAP PARKING SIGN DETAIL (NOT TO SCALE) a BALL & BURLAP SHRUB SHRUB PLANTING DETAIL (NOT TO SCALE) ° m et U � Prune out any dead or Parking Stalls Prune codominant leode _— 00 NOT prune terminal OI broken branches, remove leader or branch Nps 100,000/2000 = 50 Impervious Area > 100,000 sf tcge, labels, s 174,796/5000 = 35 Prone rubbing or wires, etc. from plan. wh an. Green Area in Lot 5% of 14,163 = 708 sf 11525 -J' Sauer I 2-J'mulch Sot of root boll Prune narrow crotch I �L J eq uo/ to or I-2' / t above grade. 33 SY Sycamore Platanus Occidentallis 2" Caliper —Prune broken branches 30 RB jk Remove contalner, use Cercis Canadensis 2" Caliper 20'-30' �QC sharp blocs to make Prune sucker I u lour 114 -1' cuts the CU� ti R;r=;;q.- �,�, /,'• .; b th of ball and out a t/1; on bottom of Z W ~ contain water ";:�• :Y,s:ti� loosen compacted . n`` I .'.•.:\ti! :,• J U-) roots. ' I CONTAINER GROWN SHRUB p C) partially backfill, -.-. water settle Prune out any dead \ S [Q widen and nF "'7' finish or broken branches. hobs /n wall baaklllllrg Remove all toga, lobe/a, I O roots I/ or Nle crotid strinpps, wino, etc. ham cmtorw-gown, or w be installed) pbnL b&W*D oa ponp�e C Leave solid sol/ pedestal - do not nxch&N- I ' 2-J' mulch 2-J' Saucer Sat top of root boll S�eta/ to or Iot above grade. 1 1 TREE (NOT TO SCALE) I :!•i .t� �•."'.� Remoro rope h burlap j from root ball. BALL & BURLAP SHRUB SHRUB PLANTING DETAIL (NOT TO SCALE) ° m et U � Calculation Parking Stalls Prune codominant leode _— 00 NOT prune terminal OI Impervious Area < 100,000 sf leader or branch Nps 100,000/2000 = 50 Impervious Area > 100,000 sf 1 per 5, 000 sf 174,796/5000 = 35 Prone rubbing or 93 Green Area in Lot 5% of 14,163 = 708 sf 11525 cross bronches�� I DW Prune narrow crotch I 2" Caliper angles k water spouts 33 SY Sycamore Platanus Occidentallis 2" Caliper —Prune broken branches 30 RB Remove tags and lobe/s.�_ Cercis Canadensis 2" Caliper 20'-30' �QC I Prune sucker I u Cut away all ba/ng rapes 2-3' mulch kept CU� ti Remove top of win, basket away from trunkoa Sato Sol/ wen I Z W ~ contain water W N . n`` I .'.•.:\ti! :,• J U-) v ' I y. Backfill sail p C) partially backfill, -.-. water settle 0 \ S [Q widen and nF "'7' finish O Q hobs /n wall baaklllllrg Area for water Revue .1.6w and at drainage (Pipe I O roots I/ or Nle crotid W cmtorw-gown, or w be installed) b&W*D oa ponp�e C Leave solid sol/ pedestal - do not nxch&N- I ' 01n dig deeper than ball depth all le 2-3 times roat f DIg aPLANTING wDETAIL f TREE (NOT TO SCALE) 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 § 165-203.01Bof the Frederick County Zoning Ordinance. (Plant selection, planting procedures, and maintenance). is INV=714.0' INV=7155' r 1 40' 0' 40' GRAPHIC SCALE Site Data NO TREES, SHRUBS, OR FENCES SHALL BE PLACED WITHIN ENTRANCE SIGHT LINES NO TREES, SHRUBS, OR FENCES SHALL BE PLACED WITHIN FREDERICK WATER EASEMENTS NO TREES, SHRUBS, OR FENCES SHALL BE PLACED WITHIN 5' OF UTILITY LINES SEEDING SCHEDULE (PER SECTION 3.32 OF VESH) 1.) Topsoil will be spread at a minimum depth of 4 ". 2.) Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 lbs per 1000 square feet (2 tons per acre). 3.) Fertilize with 10-10-10 at a rate of 23 Its per 1000 square feet (1000 its 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. M=© a Trees Requirement Calculation Parking Stalls 1 per 10 Stalls 80/10 = 8 Impervious Area < 100,000 sf 1 per 2,000 sf 100,000/2000 = 50 Impervious Area > 100,000 sf 1 per 5, 000 sf 174,796/5000 = 35 No 93 Green Area in Lot 5% of 14,163 = 708 sf 11525 sf = 10.8% provided Trees I It I rZ"/ I COD 0)LF ti Planting Size Mature f� V Symbol Common Name Botanical Name rr^^ vJ Quantity No Height or Caliper Height o DW Kousa Dogwood Cornus Kousa 2" Caliper 25'+ 33 SY Sycamore Platanus Occidentallis 2" Caliper 50'-75' 30 RB Redbud Cercis Canadensis 2" Caliper 20'-30' 30 COD 0)LF ti f� V W rr^^ vJ j No U) C: o m ti U o^ o^ = C QO � O � � M � C O b u C CU� J J U-) v S i Z n c 0 to �¢ozzo z�cuz" W U S W 'm O O Z� ti Z ti p a Z U W W Q Z W$WZZ°p¢C1 ti W 2 1j Z CJ�O��ON Z O U) W LU H a 0 DATE: JAN, 6, 2020 SCALE: 1" = 40' FILE NO. 0634 SHEET 9 OF 15 ti f� V W rr^^ vJ j � O o ti Z ZMW ti QO � � O C J J S Z O DATE: JAN, 6, 2020 SCALE: 1" = 40' FILE NO. 0634 SHEET 9 OF 15 ■ U. a� C) LQ 0, 0.5 0, 0, 5 0, 0, 5 n C:k O o0 : 1. V2,2, 2, 2, 2, 2, f m 0 o u N a v ° CIDfu J ti 8 rcA��h �rpc 0 JA_ U) '72 � J Z O O ti a C 2 O Q O O ) 2�IQ� L y ¢ C 2 ZCx.> W W-ZE Z Z m 0 0 O Lz C x 2 ° V O O v� zz �n 2vzoo w w foo Uma 0 w33 00 '--' � TUU LU Ofa w» a 2' w a a w a 2 w a In w 44 rn w 0 w a N M M 2, 2. 2. . 1.0— 1. CIO 0. 0.5 0, 0.5 0. (U.J z 0 Z a� LQ LQ W Q J LIJ Q O 0 W J LQ v LIGHTING SHALL CONFORM TO FREDERICK COUNTY ZONING Q ORDINANCE § 165-201.07 W Z All outdoor lighting fixtures shall be designed, shielded, aimed, OO located and maintained to shield adjacent properties and to not to produce glare onto adjacent properties or road rights-of-way. Parking lot fixtures and light fixtures on buildings shall be full -cutoff fixtures. DATE: ]AN, 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 WALL PACK LIGHTING WALL -PACK LIGHT DETAIL rights-of-way. Non -cutoff wall -pack lighting fixtures shall not be GRAPHIC SCALE 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 grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant 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 P Y 9 considered established until around cover is achieved that is uniform, , mature enough to survive and will inhibit erosion. 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upstream land disturbance takes place. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6. Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. b.Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum capacity storage ca of a sediment basin P tY shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin during a twenty-five year storm of 24-hour duration. Runoff coefficients used In runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. 7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. 8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 9. Whenever water sees from a sloe face adequate drainage or other P P 9 protection shall be provided. 10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11.8efore 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 fn 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. Restabi/ization shall be accomplished in accordance with these regulations. f.Applicable safety regulations shall be complied with. 17. Where construction vehicle access routes intersectpaved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well as to larger land -disturbing activities. 18.A11 temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 19. Properties and waterways downstream from development sites shafl 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 management pond. This pond was designed as a wet pond and installed in 2018. See Stonewall III site plan #0 -17. The pond design accounts P 9 Po 9 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- Welltown 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 typess determined from the USDA Soils Survey of Frederick County, VA. " The first is (#5B) Carbo-oaklet silt loams. The second is ((#32B) Oaklet Silt Loams, and finally (#396) Swimley Silt Loams. This site is classified as a hydrologic soils group C. These soils ha ve medium erodibifity and runoff. Erosion Control Proaram • 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 controlractices will be constructed and maintained according to minimum P 9 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 - 111=400' SYMBOL , / / / \ r 33C r / / 32B O t ♦ r 32B 5B r 32B I r; IP 398 t _ i ' I 32B 1 I / , 398 SITE ' lul \♦` '� \\ 32B `I 5B rut 4081 CODE I / X`♦ ,. , �� .j♦ J /� IT II 11 �j /� / \ i 1 _ 11 - 32B / 1 �♦ 39B->�f SEDIMENT TRAPS E & S DEVICE QUANTITY CONSTRUCTION ENTRANCE 1 each LIMITS OF CLEARING & GRADING 9.25 ac PERMANENT SEEDING _E1.0 ac WIRE SUPPORTED SILT FENCE 1,800 ft INLET PROTECTION 2 each OUTLET PROTECTION 5 each CHECK DAMS 5 each SEDIMENT TRAPS 2 each DIVERSION DIKE 300' SOIL NAME HYDROLOGIC GROUP CARBO SILT LOAMS C OAKLET SILT LOAMS C SWIMLEY SILT LOAMS C 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' 2.5' 188 cy 189 cy 188 cy 667 cy 705' 707.5' 712.5' 2 3.0 18' 1 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 Ve%cit y 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 1 24" 1 7.29 cfs 3.1 cfs 1 6' 16' 18' 6" 6 24" 6,46 cfs 2.1 cfs 1 6' 16' 18' 6" 7 15" 9.10 cfs 7.4 cfs 1 6' 24' 24' 6" TEMPORARY DIVERSION DIKE STONE CONSTRUCTION ENTRANCE 70' MIN,EXISTING A .3' PAVE T -5.1 10' MIN EXISTING PAVEMENT MIN. a SECTION A -A BERM .niop,krRirmi wi r I Mff-!xfN*U: J e• VDOT #1 COARSE AGGREGATE FLOW I WRAP PIPE Iii �Aw t www' -=��■=114 L L a 'IPE OUTLET TO WELL. IEFINED CHANNEL or, d SECTION A -A t 1 T FD.TRR CLOTH KEY IN 8•-9-; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RTPRAP, GABION PLATE 3.09-1 BASKET, OR CONCRETE. SOURCE: VA. DSWC 2. Ia IS THE LENGTH OF THE RINRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIJIM STONE DIAMETER, BUT NOT LESS THAN 8 INCHES. Source: Va. DSWC Plate 3.18-1 SEEDING SCHEDULE (PER SECTION 3.32 OF VESH) 1,J 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 Its 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 Its; 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) 1. SEF 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 IT INTO THE TRENCH. 100, FLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOIL OLIZ 0) C o 0 C: b U o M, Ln _0 •� C fo C o 0 rC N o N O N Ix Q c I� V^ l h / N O J o c_ EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC .SNZ Q" ci--r ti W - WIRE m v y I Ay . co d 7 O O SOURCE: Ade ted from IDetellation of Straw and Fabrie Filter Barriers for Sediment Control, PIATL 3.05-1 L.,T\ SON k ¢ z =O CULVERT INLET SEDIMENT TRAP°VG/!, �P 'iit'i�a�i%•1 �i imgm Ga, r=te ]020' CLASS I RIPRAP VOOT #3, /357, OR #5 COARSE AGGREGATE NU(. SEDIMENT DEPTH CLEW OUT POINT) AT 1/2 VOLUME OF STORAGE AREA ELEVATION CE: NORTH CAROLINA SEDIMENT CONTROL COMMISSION PLATE. 3.08-2 TEMPORARY SEDIMENT TRAP ORIGINAL GROUND ELEV. 67 CU. YD./ACRE 1' VARIABLE VARIABLE 67 CU. Y0. /ACRE j (IXGAVATID) 4 MAX. \ FlLiTA CLOTH ORIGINAL GROUND ELEV. -SEE PLATE 3.13-1 COARSE AGGREGATE" CUSS I RPRAP CROSS SECTION OF OUTLET CIASS I RIPRAP LENGTH (IN FEET) - 6 %DRAINAGE G \p IN AC.) A DIKE ' I COAT5E AGGREGATE IXARU D -_- / FILTER CLOTH ..COARSE AGGREGATE SHALL RE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) :E: VA. DSWC PLATE. 3. �Qozzo 2 � tia J� a w W 00 � Z O O y 0~ z3Qz�'o�� LW�n¢2y�� CC vi Lai W Q�2 In� W Z Z m Q U ti OW 2 U Z Oti Z' o 8�z(5 0 0 0 LU r a DATE: JAN, 6, 2020 SCALE: n/a FILE NO. 0634 SHEET 11 OF 15 CLASS I RIP RAP ' == y1�iv:�w�RIPRAP ��t���.•�f .r-_ ���:��sF►:ins:: ■INVERT -.��..PIPEOSTORAGE t STORAGE COARSE AGGREGATE REQUIREMENTSWENT TO THAT OF TEMPORARY SEDIMENT 67 C.Y./ACRE WET STORAGE PERSPECTIVE VIEW (BELOW ME OF STONE) 67 C.Y./ACRE DRY STORAGE (EMkSE OF MINE TO TOP BERM)OF STONE 'iit'i�a�i%•1 �i imgm Ga, r=te ]020' CLASS I RIPRAP VOOT #3, /357, OR #5 COARSE AGGREGATE NU(. SEDIMENT DEPTH CLEW OUT POINT) AT 1/2 VOLUME OF STORAGE AREA ELEVATION CE: NORTH CAROLINA SEDIMENT CONTROL COMMISSION PLATE. 3.08-2 TEMPORARY SEDIMENT TRAP ORIGINAL GROUND ELEV. 67 CU. YD./ACRE 1' VARIABLE VARIABLE 67 CU. Y0. /ACRE j (IXGAVATID) 4 MAX. \ FlLiTA CLOTH ORIGINAL GROUND ELEV. -SEE PLATE 3.13-1 COARSE AGGREGATE" CUSS I RPRAP CROSS SECTION OF OUTLET CIASS I RIPRAP LENGTH (IN FEET) - 6 %DRAINAGE G \p IN AC.) A DIKE ' I COAT5E AGGREGATE IXARU D -_- / FILTER CLOTH ..COARSE AGGREGATE SHALL RE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) :E: VA. DSWC PLATE. 3. �Qozzo 2 � tia J� a w W 00 � Z O O y 0~ z3Qz�'o�� LW�n¢2y�� CC vi Lai W Q�2 In� W Z Z m Q U ti OW 2 U Z Oti Z' o 8�z(5 0 0 0 LU r a DATE: JAN, 6, 2020 SCALE: n/a FILE NO. 0634 SHEET 11 OF 15 to C — — — — — — — — — — — — — — — — — — — — — — — — — — — — —w—w—w—w- -_--- ` J > \\ c+- cars �� i 1 j J \ \ i i ? \ / \-Ex 115 LF8'D.I. 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I �UWW Qe\ WQmDRAINAGEAREA 3.0AC. \ i \\ SILT FENC` AREA .6 AC. \ } — I I ( O LuLL� 2 vDRAIAGE L SEDIMENT TR) R,#1'DRAINAGEAREA 'r 2.8:AC.o 41xIF—�T FENCE / w oo fDRA(NAGEAREA 0.6 -AC`.! vVt.\rl/�~r// X330wuu X j I A .r I/�Lu �s r \ nnn 716r _--».% E ] www / V s Tic 5 "'.”..`.`.... .�..' "...�'� �- -"' - '-'� .-..-.- I �' /'t/#s �� _ 1 \ I\mST# \OPf/\\\o l \\ / ( 712} XWLCG 1S42°28'16"W-67363' \ \ \ OP \\Sf >1 e L cu C)CDOt70 LCG'NJ��alZO42 709alIle W �Fti�\If/---- REGIONAL POND I TSM-WELLTOWNSP #4 -18jSTORMWATER « j I I i I 1 I r! �j! j I \ ~\\—.--_ v \ r ST#2 — --- C rB7OSEESITEPLAN ZTO QUALITYAND QUANTI' I Q II\\ lI \ \ r '\ / rWAS SF DESIGNED TO ACCOMMODATE THI SITE smII 1 ' o II \ \ \rrr rDATE: JAN, 6, 2020 ----------------------------- TOREGIONAL POND SCALE: 1" = 40' I J / SEE SITE PLAN STONEWALL III SP #09-17 40' 0' 40' STORMWATER QUALITYAND QUANTITY FILE NO. 0634 SHEET 13 OF 15 WAS DESIGNED TO ACCOMMODATE THIS SITE GRAPHIC SCALE 720 715 710 705 700 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 720 = C a� o 0 o 0 u 715 _ EX, GRADE O 0) M� PR. GRADE C i, e o O tap -C3 N 710 =3 65 v i � m o c u e 705 700 NA yLul O p Ln 7� �0 6 fin, z 7.19 cis 2.3 ttl5 89iHROOMS / Ln vP�O \ cl1 clf i (1 O) 24"AD5 � '� "- — il_ M 9 77,=777-7 (1 4J 24 RU -CL `� oo� 18" CLEAR d� 0 U" 0.6600/a 0 0 2 46 "FLAT -BOTTOM L 5:1 SIDE SLOPE ITCH W a o u+ W � DEPTH 24" U 2 2 Z --- Ln Q N ti ti N ^^ O W b K _ O 0 p 41 0 q N II h 0 p tl ;:z 0 II p 00 p 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 STORM SEWER PROFILE - BACK NORTH 01* 18 1 51 151 I/ r s llf e C-P� _, ....` - Of-�=712.5'N ! / l (=708.7' g9 /,: / 9 a y1 ° $y < r. / 1 9jjj 9 / LT \\ 71 A.1 \ 21+ ' W - 673.63' I } 6 IJ � r +71 a r'— x7ay.z° f= - - - - ------ —.,. _ — ---- -- t - - ---------------- r 48" TYPICAL DITCH DETAIL STABILIZED WITH MATTING AND FOLLOW SEEDING SCHEDULE 720 = C a� o 0 o 0 u 715 C O 0) M� C i, e o O tap -C3 N 710 =3 65 v i � m o c u e 705 700 NA yLul O p Ln 7� �0 6 fin, z 89iHROOMS / vP�O \ cl1 clf i 16-171E M 9 77,=777-7 STORM SEWER PROFILE - BACK NORTH 01* 18 1 51 151 I/ r s llf e C-P� _, ....` - Of-�=712.5'N ! / l (=708.7' g9 /,: / 9 a y1 ° $y < r. / 1 9jjj 9 / LT \\ 71 A.1 \ 21+ ' W - 673.63' I } 6 IJ � r +71 a r'— x7ay.z° f= - - - - ------ —.,. _ — ---- -- t - - ---------------- r 48" TYPICAL DITCH DETAIL STABILIZED WITH MATTING AND FOLLOW SEEDING SCHEDULE Z O w n i DATE: ]AN, 6, 2020 SCALE: 1" = 50' FILE NO. 0634 SHEET 14 OF 15 720 = C a� o 0 o 0 u 715 C O 0) M� C i, e o O tap -C3 N 710 =3 65 v i � m o c u e 705 700 NA yLul O p Ln 7� �0 6 fin, z < vP�O Z O w n i DATE: ]AN, 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 \ NV=708.0' / 12-0 I14 I �j fNV=707.5' t z 0 U) LU 0 n CD 0 CD bM CID 'L ` 1 zQ�zti� �ooga��z z=oo�nC) U¢ 2 a In i 4 Z U W W¢ Z �ECZ2mOCOi Q Z rLQ^ v1 j z � o a O z W �o Lij z LLJ LL' M�� a d 3ti 2 O $ Q o w W Z J J zz 0 V) DATE: ]AN, 6, 2020 SCALE: I" = 50' FILE NO. 0634 SHEET 15 OF 15 IS„� DS 1' _ min. �- -- - 1 _ — — — — 0.546 -” — — EXIS77NG DITCH AS DRAINAGE I SUES - STORMW TER FROM SITE CILITY WILL RE UCE THE 10 -YEA POST FLOWRAT TO 2 -YEAR PRE -DEVELOPED RATE F 6.0 CFS 0.0% _ Martin Re6 ional Pond ti ti ti 11 \ h b O 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 \ NV=708.0' / 12-0 I14 I �j fNV=707.5' t z 0 U) LU 0 n CD 0 CD bM CID 'L ` 1 zQ�zti� �ooga��z z=oo�nC) U¢ 2 a In i 4 Z U W W¢ Z �ECZ2mOCOi Q Z rLQ^ v1 j z � o a O z W �o Lij z LLJ LL' M�� a d 3ti 2 O $ Q o w W Z J J zz 0 V) DATE: ]AN, 6, 2020 SCALE: I" = 50' FILE NO. 0634 SHEET 15 OF 15