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HomeMy WebLinkAbout27-19 Site PlanLEGEND EXISTING FEATURES +50-0 EXISTING EDGE OF PAVEMENT PROPOSED STORM SEWER PROP, 24" ADS r, EXISTING EDGE OF GRAVEL PROPOSED SANITARY SEWER `x i EXISTING CURB AND GUTTER PROPOSED TELEPHONE X CG ,; i EX, INTERMEDIATE CONTOUR PROPOSED ELECTRIC -- EXISTING INDEX CONTOUR PROPOSED GAS LINE Zonlng Data EXISTING SPOT ELEVATION PROPOSED WATER LINE ' F ,. EXISTING TELEPHONE LINE PROPOSED WATER METER , 'T"WM EXISTING SANITARY SEWER r& PROP, FH EXISTING ELECTRIC SERVICE . - - EXISTING GAS LINE` P Height 24 feet f � r? EXISTING STORM SEWER Data - Phase 2 Type of Construction EXISTING FENCE LINE ---- `I - EXISTING DITCH LINE -- 24 feet Max. HeightAilowed EXISTING WATERLINE W/ TEE - - >o >1 EXISTING FIRE HYDRANT N c&n EX. Fi i EXISTING WATER VALVE 21.0' Warehouse (6) I.Speremptoyee EXISTING REDUCER ---,-.--- W jyf .�. ,- EXISTING TREE DRIP LINE 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- R PROPOSED CONTOUR 50 PROPOSED SPOT ELEVATION +50-0 MAXIMUM PEAK FLOWRATE (GPM) PROPOSED STORM SEWER PROP, 24" ADS r, 30 PROPOSED SANITARY SEWER S S PROPOSED TELEPHONE T T PROPOSED ELECTRIC office and Warehouse Disturbed Area PROPOSED GAS LINE Zonlng Data Open Space Minimum PROPOSED WATER LINE Open Space Proposed 40.9% = 4.32 acres PROPOSED WATER METER , 'T"WM PROPOSED FIRE HYDRANT r& PROP, FH COMMON LABELS & FEATURES PROPERTY LINE OF PROJECT NEIGHBORING PROPERTY LINES ---- EASEMENT LINE PROPERTY CORNER FOUND PARKING SPACE TOTALS ADA HANDICAP PARKING STALL SIGNS SANITARY MANHOLE IDENTIFIER STORM DRAIN STRUCTURE IDENTIFIER LIGHT POLES LOCATION OF TEST PITS EROSION & SEDIMENT CONTROL FEATURES LIMITS OF CLEARING & GRADING - - _@ INLET PROTECTION ip OUTLET PROTECTION 0p CHECKDAM _ CD DIVERSION DIKE - DD SILT FENCE W/ WIRE SUPPORT X SF RIP RAPS RR SEDIMENT TRAP ST CONSTRUCTION ENTRANCE FREDERICK WATER CONSTRUCTION NOTES Rev. Feb. 2018 1. Frederick Water's Water and Sewer Standards and Specifications are available at www,frederlckwater. corn 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 an new tines are to be coordinated with Frederick Waters inspector e P 7. Frederick Water's maintenance division shall furnish and install all water meters through 2 inch in size. It is the contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a. The meter box, with its frame and cover, must be properly aligned with the coppersetter. b. The frame and cover shall be set to final grade. c. The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. d All components of the meter box assembly shall be in proper working order. 8. For services that connect to existing tines: a. Frederick Water shall furnish and install i. all %"x%° -% � 1 ", 1l "and 2" water services It. all sewer services. b, The ownerldeveloper shall., I. coordinate (or have the contractor coordinate) the location of the service lateral with Frederick Water's engineering assistant if. 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. Aft fire lines must have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard number 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter, This assembly shall be installed immediately before the backfiow prevention unit. Radio read remotes are required, 11. Frederick Water shalt review the mechanical p/an(s) for design and material approval of a building's: a. domestic water meter and its backflow prevention device, and/or its b. Fire service line's backflow prevention device. 12. DEQ must also approve sewer pump stations. Frederick Water requires a copy of DEQs Certificate to Operate and a copy of the station's DEQ approved O&M manual These documents must be received before substantial completion is issued and water meters released. WATER & SEWER DEMAND AVERAGE DAILY USE (GALLONS) MAXIMUM DAILY USE (GALLONS) MAXIMUM PEAK FLOWRATE (GPM) 600 1200 30 THESE NUMBERS ARE ESTIMATES FOR 10 EMPLOYEES AND WASH BAY GENERAL NOTES 1. Permits must be issued from VDOT prior to any construction in a public right-of-way. 2. The Manual on Uniform Traffic Control Devices (MUTED) 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 fs 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. Ail 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 9591b density following Method A' of the Standard Proctor ASTM -D698, AASHTO-T99, or VTM-I 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 /s responsible for contacting MISS UTILITY prior to any site work All utilities shown on this plan are approximate locations and not all utilities may be shown, 14. The contractor will contain all litter and debris on-site. The work must be left In an orderly manner at the end of each workday. 15. An approved set of site plans must be on-site during the construction process. 16, The contractor will notify all utility companies prior to excavation within easements. I7. The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty days. DEPARTMENT OF INSPECTION GENERAL NOTES I. Buildings shall comply with the Virginia Uniform Statewide Building Code & Sections 311, 5 (storage) and Section 304, B (business) of the Intemationa/ Baildfng Code/2009. Other codes that apply are ICCIANSI A117.1-3-03 Accessible and the Usable Buildings & Facilities. 2 Proposed 22,000.5q R single storywarehouselbus"ness shall comply with Chapter 5 for height and area (T503). Limitations for type of construction in Table 503 of the 2009 IBC Fire Protection shall be installed as required in Chapter 9IBC, 3. Building shall comply with ANSI Handicap All Z1-3-03 for parking, entrance, and egress. Ari required egress shall be accessible. 4. Landings at doors shall not exceed 1:48 slope and thresholds shall not exceed 0.5" and walkways shall not exceed 1:20 slope, HC Signage shall comply with USBC 1106.8, 5. Special Inspection requirements of Chapter 17 of IBC shall apply to this structure and must be sealed by a Virginia Registered Design Professional. (Softs, concrete, steel, etc.); specifically, fill for slab exceeding code shall require an engineered foundation. 6. A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for building permits. 7, Maximum slope across handicap parking stalls shall not exceed 2916, handicap signage shall comply with USBC 1106.8. 8. All required egress doors shall be accessible to a minimum exterior area for assisted rescue, section 1007.816C. Note fire ratings around this door if this section is utilized. Required exits shall not exceed maximum travel distance listed in Table 1016, 1, If building does not meet the exceptions for increased travel distance, additional accessible exits may be required along the perimeter of the building, FIRE MARSHALL GENERAL NOTES 1. An inspection by the Fire MarshaXs office will determine where curbing must be painted yellow, 2. 'No Parking - Fire Lane" signs will be placed on the site by the Fire Marshall's direction. 3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall. 4, Burning brush piles of natural vegetation requires a permit, Burning construction debris is prohibited. 5. Emergency vehicle access must be provided at all times Fire hydrants will be always be left unobstructed, RESPONSIBLE LAND DISTURBER NAME. CERTIFICATION # EXP, DA TE: 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 pro -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 VI. 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 VDOTright-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT"s Work Area Protection Manual. A transportation management plan needs to be submitted for approval and land use permit issued prior to any execution of work within the VDOT right of way. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, eta, 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 maybe in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5, Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6, If required by the local VDOT Land Development Office, a pre -construction conference shall be arranged and held by the engineer andlor developer with the attendance of the contractor(s), various County agencies, utility companies and VDOT prior to initiation of work. V7. The contractor shall notify the local VDOT Land Development Office when work is to begin or cease for any undetermined length of time. VDOT requires 48 hours advance notice prior to any required or requested inspection. V8. The contractor shall notify the Traffic Operations Center at (540) 332-9500 for any traffic control plan that impacts a VDOT maintained Interstate or Primary roadway to provide notification of the installation and removal of the work zone, V9. The contractor shall be responsible for maintaining a VDOT permitted temporary construction entrance(s) in accordance with Section 302 of the Virginia Erosion and Sediment Control Handbook, Furthermore, access to other properties affected by this project shall be maintained through construction. V10, Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction, VII, A11 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 fn 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 densityas determined b AASHTO T-99 Method A within plus or minus 2% of optimum moisture for the full width of Y � P P 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 underdrans shall be installed where indicated on these plans andlor as specified by VDOT V16. A post installation visuallvideo camera inspection shall be conducted by the Contractor on all pipes identified on the pians as storm sewer pipe and a select number ofpipe culverts. For pipe culverts, a minimum of one pipe installation for each size of each material type will be Inspected or ten percent of the total amount for each size and material type summarized. Alf pipe Installations on the plans not identified as storm sewer pipe shall be considered as culvert pipe for inspection purposes. Additional testing may be required as directed by the Area Land Use Engineer or their representative. V1 Z 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 developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V19, The developer must provide to the VDOT Land Development Office a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of that work, Unit and total prices may be obscured. V20. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these testsCertified copies o test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V21, Asphalt concrete pavement shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests, Certified copies of the test reports shall be submitted to VDOT daily, unless specified otherwise, A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V22. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VOOT Road and Bridge Standard PB -1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design andlor 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/or as 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 copies of borehole logs and report findings of foundation exploration to the engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT Road and Bridge Standard P6-1. Contra to the Standard where rock fs encountered and cast -in-place b x is ro o d th thickness of bedding halt ca se eddi s be rl`P P9 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 42 150 WAREHOUSE 10,000sf 71 811 CONST. EQUIP, RENTAL 12,000sf 10 TOTALS IN OUT TOTAL 42 29 71 10 10 20 52 39 91 DATA TAKEN FROM THE I. TE. MANUAL LANDSCAPING NOTES 424 1=2 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, A# plantings shall conform with the Frederick County Zoning Ordinance §165-203.01B. VICINITY MAP SCALE 1"= 2000' PROJECT INFORMATION Property Data Tax Map Number 43-(19)-1 Address ]INNff Area 10.550 acres Zoning LANDSCAPING NOTES 424 1=2 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, A# plantings shall conform with the Frederick County Zoning Ordinance §165-203.01B. VICINITY MAP SCALE 1"= 2000' PROJECT INFORMATION Property Data Tax Map Number 43-(19)-1 Address Welltown Road Area 10.550 acres Zoning M-1 Legal References #180005580 Existing Use Vacant Proposed Use office and Warehouse Disturbed Area 10.550 acres Zonlng Data Open Space Minimum 25% = 2.64 acres Open Space Proposed 40.9% = 4.32 acres FAR. Maximum 1.0 F.A.R. Proposed 0.1 Proposed BulldfncLData - Phase 1 Type of Construction 2C - Metal Area 22, 000 sf Height 24 feet Max, Height Allowed 60 feet Proposed Bufiding Data - Phase 2 Type of Construction 2C - Metal Area 20,000 sf Height 24 feet Max. HeightAilowed 60 feet Monument Sion Data Sign Area 100 sf Monument Sign Height 15 ft SEE FREDERICK COUNTY ZONING ORDINANCE § 165-201.06 Contact Numbers Surveying & Engineering Firm: GreyWoife, Inc. (540) 667-2001 Zoning Enforcement.- Department nforcement.Department of Planning (540) 665-5651 Site Inspections: Department of Inspections (540) 665-5650 Erosion and Sediment Control. Department of Public Works (540) 665-5643 SE'tgSewer and Water: Frederick Water (540) 869-1061 VDOT., (540) 535-1824 Telephone: Verizon (301) 954-6181 Electric: Shenandoah Electric Cooperative (540) 450-0111 Gas: Washington Gas Co. (540) 869-1111 MISS UTILITY: 1-800-552-7001 Owner TSM, INC PO Box 1445 Winchester, VA 22604 Phone - (540) 974-1130 ■j PerCode Proposed "'"ANN'' Front (Welltown): 75' 100.0' Sheet 4 o� Left Side(McGhee): 75' � A b O 25' 315.4' QCo� PraFosed Rear: 25` 76.0' w + Handicap Spaces Loading Spaces (1:40K) 2 1 U a w o Per Code -0 10% �~ Front (Welltown): 25' 30.5' y� Left Side(McGhee): 10' � 7;i > M Right Side: 5' >o >1 m N 0 o 1� 21.0' Warehouse (6) I.Speremptoyee N 9 �0 Re ufred Proposed �%- ,,, ¢ Q Parking Spaces 17 Q)s x v 3: Handicap Spaces 1 1o z v Loading Spaces (1:40K) 0 1 � M Y C v 0 Building Setbacks PerCode Proposed "'"ANN'' Front (Welltown): 75' 100.0' Sheet 4 Office (4,000 st) Left Side(McGhee): 75' 90.5' A per employee Right Side: 25' 315.4' QCo� PraFosed Rear: 25` 76.0' w + Handicap Spaces Loading Spaces (1:40K) 2 1 2 1a a w Parking Setbacks Per Code Pro osed 10% 0% Front (Welltown): 25' 30.5' y� Left Side(McGhee): 10' 18.01 7;i > po Right Side: 5' 99.5' U d O O v Rear. 5' 21.0' Warehouse (6) I.Speremptoyee 1 z Sheet Index a w Cover Sheet & General Notes Phase One Boundary and Dimensions Pian "'"ANN'' Use For Parking Unit Tabulation Sheet 4 Office (4,000 st) 1 per 250 sf 16 Q z x Warehouse (8) 1.5 per employee 12 o a 4 4 a Details Required PraFosed o Chi a z g L Parking Spaces 28 33 o Handicap Spaces Loading Spaces (1:40K) 2 1 2 1a z w y g z a a a� U w ? fn 0% 5, All utilities that will service this site must be placed Natural S. W, 0 acres 10% 0% underground wLQ wzz���' LQ 4 Z y O �� c� z Steep Slopes >50% Phase Two 25% zo ,�� a a x 0 tn Use For Parking Unit Tabulation U d O O Office (2,000 st) 1 per 250 sf 8 Warehouse (6) I.Speremptoyee 1 9 �0 Re ufred Proposed �%- ,,, ¢ Q Parking Spaces 17 19 x v 3: Handicap Spaces 1 1o z v Loading Spaces (1:40K) 1 1 a z Sheet Index a w Cover Sheet & General Notes Sheet I Boundary and Dimensions Pian Sheet 2 Grading Plan Sheet 3 Detail Pian Sheet 4 Frederick Water Plan Sheet 5 Stormwater and BMP Plan Sheet 6 Erosion & Sediment Control Plan Sheet 7 VDOT Entrance Plan Sheet 8 Details Sheet 9 Landscaping Plan Sheet 10 Life Safety & Lighting Plan Sheet 11 United Rentals Details Sheet 11 Zoning General Notes Maximum 1. Outdoor trash receptacles is not proposed Environmental Existing Disturbance Proposed 2. This project will not disturb any environmental features as Features Acrea e Allowed Disturbance defined by the Frederick County Zoning Ordinance. Floodplain 0 acres 00/0 0% 3. The owner will be responsible for obtaining or granting easements shown on this plan. Lakes & Ponds 0 acres 0% 0% 4. Easements will be recorded and copies sent to the parties Wetlands > iAC 0 acres 0% 0% involved, Sinkholes 0 acres 0% 0% 5, All utilities that will service this site must be placed Natural S. W, 0 acres 10% 0% underground Retention Areas LQ Steep Slopes >50% 0 acres 25% 0% Woodlands 0 acres 25% 0% 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. PREVIOUS SITE PLAN #44-18 SP#27-19 Date Date 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: Nov. 8, 2018 end of this period, Authority approval shall be void. 4. The Frederick County Department of Public Works approval is not enough to begin site development. The owner/contractor must obtain a SCALE: N/A Land Disturbance Permit and agree to periodic inspections 5. The Frederick County Department of Inspections approval does not constitute a building permit. Building plans must be submitted and FILE NO. 0595 approved prior to constructing any structure. Furthermore, the site must meet all ADA requirements and be approved by Inspections. SHEET 1 OF 12 Q) �M LQ 1 �0 Q tR FQ-W ^J O 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: Nov. 8, 2018 end of this period, Authority approval shall be void. 4. The Frederick County Department of Public Works approval is not enough to begin site development. The owner/contractor must obtain a SCALE: N/A Land Disturbance Permit and agree to periodic inspections 5. The Frederick County Department of Inspections approval does not constitute a building permit. Building plans must be submitted and FILE NO. 0595 approved prior to constructing any structure. Furthermore, the site must meet all ADA requirements and be approved by Inspections. SHEET 1 OF 12 7044.1 703.07' TAP EX 8°ByYFW &22.50 BEND '-' W- W W�-W W w� 43-(19)-1& TSM, INC. 040010354 ZONED: M-. USE: INDUSTA 5.28 ACRE. 1NTFRp'4RCEl s " � ` e EXIS NG COUNTY ND PONDING EA MENT f PERMANENT DRAIDB 894, PG 94 3 ss "- 45 \ f S 68052141 ° E - B2i.58' v�2J1 I5'Hl7PEt 5 0 P RIP -RAP SPILLWAY - 4B" DIA, RISER , / " PR' 60"HEIGHT - Wj TRASH RACK i PR, I5" NDPE - 20' 4-in �-- � W-1 (15') t -- G COUNT O ND ONDINGIEACK SEMENT EXISTING PG 10 8 - 2' 57 ACRES GABION PERMANEpB gg4, PG 101 ES -2 (24 ) - _A7 r 1 J 1$111117t' -- � HEAVYASPHALT W1'I FI` W 1000'R40G1�� 8 r'IpF2„pER20 w AYPHASE i w 25'R FLUS INGSSEMBL- 'd Fill 6BOLLARDS 50' CONCRETE TRUCK AREA 0, j t1 Dpon Dock Doors BOLLA 1 8` TEE &GVs8"DIFIRE LINE -^' x GRAVEL STORAGE YARD PR. 24 HOPE - 300' I u z x - --- !:3 PROP w WATERLINEA �pF G 43 -(19) -IA RITE-VA2 ADMIN., INC. DB 888, PG 1465 ZONED: M-1 USE: INDUSTRIAL 129.77 ACRES ES -2 (18') GRAVEL STORAGE YARD ALL WATER LINES, INCLUDING PRIVATE FIRE UNE, SHALL BE 8" DUCTILE IRON CLASS 52 WITH RESTRAINED JOINTS PER DETAIL PROVIDED ON SHEETS B 50' FREDERICK WATER EASEMENT _ - w WV's _ w jl�'l T if 25'R RIP -RAP SPILLWAY M W 0 L_s X �n M1 x + POSTS ON BOTHS DES OF ENTRANCE h� "V0 TRACTOR TRAILERS ALLOWED” x f 157 25R i _DGEOFGRA VEL SLIDE GATE x N ASPHALT ARV WV's x w w W BT FH 25'R 21W l 11 w +! E 118) (PRIVATE LINE PAST 20' CONCRETEAPRON, SEE DETAIL SH. 4 FOR ADA ACCESS COMPLIANCE ® OLLARI + 25'R 1+eP GATE VALVE) j k �� Phase 2 Building 1 ,R DOUBLE DETECTOR PROVIDED IN BUILDING - PRIVATE FIRE LINE V ; i 20,000 sf WAREHOUSE (ADA) 25'o a o 0 o Q 50' -- j't a o a a a a g f o FF 708.00' - s'DooR w 8 8 R 2 2 14 ' m r OFFICE 6 ;� ` 4,0000 a NCE ¢ i FF=709.00' 6'OPAQUE a ; j a m WAREHOUSE TOTAL BUILDING q DKrce OR EQUIV SCR NTNG! 18, 000 sf SPRINKLERS REQ'D s' Dooa 6' OPAQUE FENCE 4 x — X_ x x —x z ex FF=708.84' 22,000 sf r; �. ° 200' � "� 20' i 24' 20 � PR. SIGN /OR EQUIV. SCREENING 00 s a [ a a a a a a a a + I5' TALL ' j} _.t-11 MOTORIZED 4 0 0 0 o R % X 6 o a s 2 o 0 0 0 I _ x SLIDE GATE z g o o o o 0 o i t -- P C R eh V Y 4- { 25R 75'BRL B LCARDS m i 95l _ .,. BOLIAROS 9' 30 R _ _ 10"R 275' (TOTAL) F 3 ES (18) CG -6 t -� OIL SERA RRA TOR 20'CONCRETEAPRON p R PavemenC N w - ( x U Cl 40' 1 �PR, 18" HDPE - 40' HW -1 (24'�`� 41' SDR -21 FLOOR DRAIN COLLECTOR Sewer Pump 50'R --' _ .v — - -� z• . m�- � � � �. ... 4 i 50R r �25-R - UMP SEWER P ccesS" ASPHALTINTER PARCEL CONNECTION 50k T u SIR C-1 30 W BALL VALVE d i 0 w O IN P BY FW THRU BALL VALVE w _ -. SLIDE ' F RCEM . TA _,__ - _ _ - - v _ 03,9 r_ - - _ X x S 75`R ri z EX. 3 _ 2 Y.. - f t r ! i F`T f - ,-. - - "" - x - N x TE r . A7 C.—v--r.. -. r�+Is l f'j/ f t t ! t f f ,— >... NQ CU��ERT r r. 1 �--". ,..-,. C \� © i<s, r f ' r firs I f tl ft / '—� _ _ _- 1 7 f' '`\. _ _ _..__— - ' _ _"-- ,-. - __ �� � /I�i, EMT t f . ,`- - --� ,--., - � , � _ -_.. �_ _ �v _ -�- --_. � - -�--____----RANGE 64II' .,_ - �-�%t. '� r l = �� _� - _ ENTRANCE _. - � _- � w-. � 38�� - 96' RIS ROA Q SjG -- _- F-73 MpH'D y"�-'._._,_.:_.�... _..k.� f-JJ"Q ' _. _-- -- , ". ' �� .--�� X�3"FORCEMAIN g�, SIGH -- _ —_ ___- — ---- �n� � _ z � 3s �_�_ - ___ _ _ \ Deabs — ISA 3 - - - � VriL _ --- _ Q `---'.�...,..._a 67PPAADTBY _- ©o — _ THRUBA VA --,- - ROAD 32_ - - ___... t _, X704,1` r _ RTF -7 80'R -J - - _ r -� _ DBSg �W, 35MPN LV E -' 8 60 --Lj -- - W n y�. K --=- __ - �/- f0� r' f` - _ 43-(19)-48 0 a o _ - GRANT INVESTMENT a, / f ,' - - l MANAGEMENT, LLC V, z �' w - 160012472 n �� r �4�p , T 1 a ., I d° 43 -(19) -ID USE.' INDUSTRIAL a �a Q v 6.64 ACRES w z f Vp' �fr`� l TSM, INC. 16 C6 180010 31 - / Q if / ZONED: M-1 - � \ x ! / USF: VACANT ; \ Ml i t f 5.559 ACRES I { 40' 01 40 f \ v ELTA BEARING CHORD DIRECTION # RADIUS ARC D 43 -(A) -56U K & J INVEST- F� v� GI 994.93 1399.17'122059'14 B-31*1USE: VACANT6.740ACRES N74°50'15" W 396.50` CCW O %V03 i z t'4�� CZ 0 t1j �k R 7044.1 703.07' TAP EX 8°ByYFW &22.50 BEND '-' W- W W�-W W w� 43-(19)-1& TSM, INC. 040010354 ZONED: M-. USE: INDUSTA 5.28 ACRE. 1NTFRp'4RCEl s " � ` e EXIS NG COUNTY ND PONDING EA MENT f PERMANENT DRAIDB 894, PG 94 3 ss "- 45 \ f S 68052141 ° E - B2i.58' v�2J1 I5'Hl7PEt 5 0 P RIP -RAP SPILLWAY - 4B" DIA, RISER , / " PR' 60"HEIGHT - Wj TRASH RACK i PR, I5" NDPE - 20' 4-in �-- � W-1 (15') t -- G COUNT O ND ONDINGIEACK SEMENT EXISTING PG 10 8 - 2' 57 ACRES GABION PERMANEpB gg4, PG 101 ES -2 (24 ) - _A7 r 1 J 1$111117t' -- � HEAVYASPHALT W1'I FI` W 1000'R40G1�� 8 r'IpF2„pER20 w AYPHASE i w 25'R FLUS INGSSEMBL- 'd Fill 6BOLLARDS 50' CONCRETE TRUCK AREA 0, j t1 Dpon Dock Doors BOLLA 1 8` TEE &GVs8"DIFIRE LINE -^' x GRAVEL STORAGE YARD PR. 24 HOPE - 300' I u z x - --- !:3 PROP w WATERLINEA �pF G 43 -(19) -IA RITE-VA2 ADMIN., INC. DB 888, PG 1465 ZONED: M-1 USE: INDUSTRIAL 129.77 ACRES ES -2 (18') GRAVEL STORAGE YARD ALL WATER LINES, INCLUDING PRIVATE FIRE UNE, SHALL BE 8" DUCTILE IRON CLASS 52 WITH RESTRAINED JOINTS PER DETAIL PROVIDED ON SHEETS B 50' FREDERICK WATER EASEMENT _ - w WV's _ w jl�'l T if 25'R RIP -RAP SPILLWAY M W 0 L_s X �n M1 x + POSTS ON BOTHS DES OF ENTRANCE h� "V0 TRACTOR TRAILERS ALLOWED” x f 157 25R i _DGEOFGRA VEL SLIDE GATE x N ASPHALT ARV WV's x w w W BT FH 25'R 21W l 11 w +! E 118) (PRIVATE LINE PAST 20' CONCRETEAPRON, SEE DETAIL SH. 4 FOR ADA ACCESS COMPLIANCE ® OLLARI + 25'R 1+eP GATE VALVE) j k �� Phase 2 Building 1 ,R DOUBLE DETECTOR PROVIDED IN BUILDING - PRIVATE FIRE LINE V ; i 20,000 sf WAREHOUSE (ADA) 25'o a o 0 o Q 50' -- j't a o a a a a g f o FF 708.00' - s'DooR w 8 8 R 2 2 14 ' m r OFFICE 6 ;� ` 4,0000 a NCE ¢ i FF=709.00' 6'OPAQUE a ; j a m WAREHOUSE TOTAL BUILDING q DKrce OR EQUIV SCR NTNG! 18, 000 sf SPRINKLERS REQ'D s' Dooa 6' OPAQUE FENCE 4 x — X_ x x —x z ex FF=708.84' 22,000 sf r; �. ° 200' � "� 20' i 24' 20 � PR. SIGN /OR EQUIV. SCREENING 00 s a [ a a a a a a a a + I5' TALL ' j} _.t-11 MOTORIZED 4 0 0 0 o R % X 6 o a s 2 o 0 0 0 I _ x SLIDE GATE z g o o o o 0 o i t -- P C R eh V Y 4- { 25R 75'BRL B LCARDS m i 95l _ .,. BOLIAROS 9' 30 R _ _ 10"R 275' (TOTAL) F 3 ES (18) CG -6 t -� OIL SERA RRA TOR 20'CONCRETEAPRON p R PavemenC N w - ( x U Cl 40' 1 �PR, 18" HDPE - 40' HW -1 (24'�`� 41' SDR -21 FLOOR DRAIN COLLECTOR Sewer Pump 50'R --' _ .v — - -� z• . m�- � � � �. ... 4 i 50R r �25-R - UMP SEWER P ccesS" ASPHALTINTER PARCEL CONNECTION 50k T u SIR C-1 30 W BALL VALVE d i 0 w O IN P BY FW THRU BALL VALVE w _ -. SLIDE ' F RCEM . TA _,__ - _ _ - - v _ 03,9 r_ - - _ X x S 75`R ri z EX. 3 _ 2 Y.. - f t r ! i F`T f - ,-. - - "" - x - N x TE r . A7 C.—v--r.. -. r�+Is l f'j/ f t t ! t f f ,— >... NQ CU��ERT r r. 1 �--". ,..-,. C \� © i<s, r f ' r firs I f tl ft / '—� _ _ _- 1 7 f' '`\. _ _ _..__— - ' _ _"-- ,-. - __ �� � /I�i, EMT t f . ,`- - --� ,--., - � , � _ -_.. �_ _ �v _ -�- --_. � - -�--____----RANGE 64II' .,_ - �-�%t. '� r l = �� _� - _ ENTRANCE _. - � _- � w-. � 38�� - 96' RIS ROA Q SjG -- _- F-73 MpH'D y"�-'._._,_.:_.�... _..k.� f-JJ"Q ' _. _-- -- , ". ' �� .--�� X�3"FORCEMAIN g�, SIGH -- _ —_ ___- — ---- �n� � _ z � 3s �_�_ - ___ _ _ \ Deabs — ISA 3 - - - � VriL _ --- _ Q `---'.�...,..._a 67PPAADTBY _- ©o — _ THRUBA VA --,- - ROAD 32_ - - ___... t _, X704,1` r _ RTF -7 80'R -J - - _ r -� _ DBSg �W, 35MPN LV E -' 8 60 --Lj -- - W n y�. K --=- __ - �/- f0� r' f` - _ 43-(19)-48 0 a o _ - GRANT INVESTMENT a, / f ,' - - l MANAGEMENT, LLC V, z �' w - 160012472 n �� r �4�p , T 1 a ., I d° 43 -(19) -ID USE.' INDUSTRIAL a �a Q v 6.64 ACRES w z f Vp' �fr`� l TSM, INC. 16 C6 180010 31 - / Q if / ZONED: M-1 - � \ x ! / USF: VACANT ; \ Ml i t f 5.559 ACRES I { 40' 01 40 f \ v ELTA BEARING CHORD DIRECTION # RADIUS ARC D 43 -(A) -56U K & J INVEST- ti�GS v� GI 994.93 1399.17'122059'14 B-31*1USE: VACANT6.740ACRES N74°50'15" W 396.50` CCW GRAPHIC SCALE s -N A �Q L� 43 -(A) -56U K & J INVEST- ti�GS v� nMENTS, (4�1 p u; B-31*1USE: VACANT6.740ACRES C U p O %V03 i z t'4�� CZ ® t1j �k R 2�gZt-"pya U) C Q V Yvi U) zvww-z w w WzzU, O� U .i o ~ Q3 y� '0 3C 0 � € i v H O > >^ a � tl C z Q) a ;- ti D = o i ti Qc UA J MTi s -N A �Q L� 43 -(A) -56U K & J INVEST- ti�GS v� nMENTS, (4�1 p u; B-31*1USE: VACANT6.740ACRES C U p O %V03 i z t'4�� CZ ® t1j re 2�gZt-"pya U) C Q V Yvi U) zvww-z w w WzzU, O� U o ~ y� '0 0 � M O > >^ tl C Q a N D = o i ti y0 J MTi z O U) LU -N A �Q co 43 -(A) -56U K & J INVEST- ti�GS LCDB nMENTS, (4�1 778, PG 645oZONED: B-31*1USE: VACANT6.740ACRES U 2Q nj 7 %V03 i z t'4�� CZ Q t1j re 2�gZt-"pya Q V Yvi U) zvww-z w WzzU, O� U__ z�saQ)z� d � N z O U) LU DATE: Nov. 8, 2018 SCALE: 1"" = 40' FILE NO. 0595 SHEET 2 OF 12 Zj O� U VLij C q Q Q D Vt DATE: Nov. 8, 2018 SCALE: 1"" = 40' FILE NO. 0595 SHEET 2 OF 12 ® Q Lc i H Q) z i 3 5 � s tt r ( iii (4) EX.36 X24,r �I11 � - - ... t� ELLIFI7TCAL RCP (` S � if � (U K vif { / 4 \ t F' t ^�3 �;` i _ fir. IrI� _ . O ' t'i `t �-- f,,,,. 1 j4."•NU=696.9 t1`�f'1 s k -^-"f ` r;'i JIM I Ui o CD r•� .t : ! ? �. �, -"` i4 ��,.-..''.� ,-�'" /� --__ ya T / 1 VIf�k1. 1 1 M U ,-•--`"� m � If'.. t i i � F i ? vl e s t .-. .-�, _•.-.. ....�..., .,..,.,�,. ..,.•-.. _- __ "'", _... .�. __ _- — —..a � r �' � ! � �,,. �t x _ __ ^� l I � ' h r I -'_ 1 1 i -- W t-- W -- - W W -- - W W w -- . _. -- ' � CROSS-SECTION f SHEET 4 _ @9s _ ; { Yf i i i ;. j "p, O / r F 708 ,._ gTB t`¢Eji gN1A f m b0 Ir r Pr00 703 � 70P 35 TO3 "" ; i / Y { r 7 �� T�1 �i ,/ rF 7f f j O .'O _ i i r F - t- �''� z°, 4 �t r€ lt� It _” viF� % �-_.-. .-„.�... ,R�,., ,mow..,... --»�.. ..a---., .'- . a � , 70395 fl' ,,?;,' j ,• ... __ v..--- � -. � r 1 f � i t jp'r ?� I � ` � � �z � r ;,�-:� -� � _ z V a � a - � p a�LUq - r rte4 fJb. t..u.° xt `� § Y;: r ---Y a �L�2gZ��K r _ / ' ',�. �- , _z } { ( CII a 't`' x����� ,.L LU � Q 703 T03 �--� - .- ,r f v ( i° i a .\ . ',t � i ,' i r t /� h V ttt q q ILA _ } 'i "` GRAVEL STORAGE YARD � �O Q Z Z tD O J�Q � Q � .JQ t t` f r tva t' ,� � R 5j, o 0 T GRAPHIC SCALE r 3 _ _ TtdS ; ii ' i fr a ~•^,p l"'�� I '�''I. YFry ( ,`x w J -il �-' �,` —' •. ' r' ? § ; ( r` Ui 0 �n V ltr? I 1 I1£,7 2p r' ! ,�`a ( �, .- FUEL f o ' Jf rf t t i " HEAVYASAHALT x GRAVEL STORAGE YARD ! ' .. ?S + l i1 1 l I r ti �� b 3 ti ! „ ri t ? { r- o w U s . r �...� 7 i ;' w ' { ' f :� _._.� a /- ,,, j ! 706 ; f f '" EDGf OF VEL ? ,{ s' p (�5._ r`' t , _ a 1 g i 15` _ ���. f ?� f ( I w ,,1 'e�, 24W" CONCRETE BORDER BEWTEEN EP & EG' t• { 6 l ff k t 1 t � r 1 � : T / ( q; •, -`s � � - , � �� « -- +- ? i - ,a z z 4 z H �-+ S K � .Z. t" Q s w .'� Z x.10 .� x INGASSEMBLY-IPHASEI '�`^^� �""^-- t C> tr S r`. ( , i f I + E i Q � r -'` i E fi -_ > Q cL C.1" `� n �' �r k. ""..-�., t N/1 '---- �'""' ;� \ ASPHALT _ 50' CONCRETE TRUCKAREA ,, 6pCi! ,t,f Z w, ;p.v + ., 4p { '� ,.=t - - �� ---"- A A TERLI V .. B„ 6" E W —� W W --^ , - xi Vi( —+- W W 8" E. T+ i i D ©n..4 y) 8" TEE FNW Dock Doers I T x ^w _ BOLLARDS ��NE pN * ,%,: 4 :z i 5 's ^wN '� fr! rI,t' .., ..-. a a ' µ &GV's r r PRIVAIFIRE L f _ _ "4' A ► i k « 1. `�`- s w, ''• _- ` _'" �•at ,. ` PASTfjJ{ i'' VALVE .._ 20 CONCRETEAPR EE DETAIL SH. 4 FORYlDAACCES�,SMPLIANCE B o \ - N OLtA 0 S I s i =i •- w rn rn rn rn rn r .-r .-� ,� ,-i rn g s ' , r -,t,.' GATE } Phase 1 Building �. TD, _... M1 ,. +6ji 4 R I (. \ 5 Y -- �.. ' ; j! P k • 20,000 sf WAREHOUSE (ADA) FF = 708.00' -;3WOA F 15 1 v r i v 50 8 t- _n..• $ t !,� I ,.1_ r• t t `Y f' r 7 _ .._ _7-_ N 1 t ; "' o - -_ I ' > - .. -_ `n .. sar "'" < "' i ' OFFICE i r 7- +¢ri M Q�L, .. r ! i m' S �'� i 4,000 Sf / 6 t ` ( I - i E ( I ; t " r, t 3 , ' #3p @ 2 ioifcE ----g-, s �- `� �' ' a k w i 8�p+ ` ? + WAREHOUSE TOTAL BUILDING s ff=709.00' f "" ! i( e ox 18,000S'f- _ SPRINKLERS REQ'D i r.t 1 x — x — X X -,� S 8 a, �`-,. 200' p 61 45Y ex FF=708.84' 22,000 sf � it 1 1 M FH WI � 9 � 18 �¢-- P y � �s a ' L � `� I YY;rit X _ 4,i -s=- BOLLARDS fi 4j]: ' ' 7S'g(isL B IRDS « --- t rj; P r f r= Pavement Tf .+ 6p R77 T� 7 --._... _.,-.._ t B 175'(TOTAL) t "`` 20'CONCRETEAPRON .. `� v 8 d I -"s � --ter°SLtR21 FLOOR OR AINCOLLECTOR x1:5 { Sewer Pumpgc (1 .0 '�' { - INTER -PARCEL C[1NNE ON" . -:. " ,.. -,. r _.. , : _, -:� _ v. -. 6 p _ �T..�.,.., ._ - _ . £..., ..,.--- ..,..-.,. ,...=.,. i - _-.; l '- _ 0B _ - { ASPHALT Ui '.--- -! Is: ' > ! ! e _ ��i( --4,.ms z _ F ,�+ i _ I I i>.;._ 'i - a r.r nr m '`a � 3 >_.._,�..,..._.' IV f i ! $ J -- -fi 'f f'f � "--,� r � � ^'{ f t !fJ I"f' - .�-...y=R -. jr=€ E i j J t-�� f ^\moi , FJ rr r-.... _-t..<_rl J•r �... F . 1 -" f ' > , r J ,.r .> : . _._�. r, f .�. J ,f •:s , , I , i`r ..>.-..,-/-.. ff rfj'I :: J f _ __ __ ._... __ ,._. 8 '.^ . r' �a M>.�....� —' __ .. E tl -- - __ _ _X._�-.-,.. - -.. rj .X i,sa "r`-� !-.. " r'.`_ '�'JS-. .X _ a 4t _ _ -, xr'I , �i i s s v t'J .-r. {` -�- ch *� U ..�^...�._ r+r+_^w�-'v'•{ ..,. —" .= fff ___ _.. __ ?-. I ...._.... '_-.__� j( tj I JJ ti _-_'_-_..... _. `i' *ac,. se`. •_ Z11" _ " .. _ .� pISTAN --+_..__. li .�- nrecHEEkoao {�.,�Yi I j f Tjj'lT - v. -- SI - . 35MPH i.i <-.-=.:-_-;,_ - ----Jf i e t 3�0,51 f_ rqN 4L- �.F 4 h / w u C6 a0 l <; ! - "-- -_.�...... - .... ! ;l 0 ! Ln,` If IN o� i DATE: Nov. 8, 2018 i I $ SCALE: V = 50' t FILE NO. 0595 [SHEET 3 OF 13 I R7-8 HANDICAP PARKING St (r2� x is") RESERVED PARKING INTERNATIONAL SYMBOL OF ACCESSIBILITY IF REQUIRED VAN ACCESSIBLE MAY BE PLACED ON ONE BLANK. ADJUSTING THE REQUIRED HEIGHT TO ACCOMMODATE THE ADDITIONAL LINES REQUIRED EFFECTIVE PENALTY $100-500 ,JULY 1, 1,998 j TOW -AWAY ZONE tF PARKING SURFACE CONCRETE WHEEL STOP (IF REQUIRED) HANDICAP PARKING SIGN DETAIL (NOT TO SCALE) F, 3' MIN. 12:1 r 12:1 3' MIN, R! CG -6 CG -6 70 NOTES: " 1.S MAY NOT EXCEED A 2 E % SLOPE. H/G PA CES G E 2, RAMP BUILT TO VDOT GG -12 STANDARDS. J. WHITE STRIPING SHOULD BE 3" WIDE. 4. H/G SIGNS TO BE SET Y BEHIND SIDEWALK OR MOUNTED TO BUILDING IF POSSIBLE. 710 705 700 695 rn ti n Q R It w w 5 2°/a FF=709.00' 20* APRON DETAIL 6" OF 4000 PSI CONCRETE WITH #4 @ 16" O C, EW. 6" OF 21 B COMPACTED TO 95% DENSITY SUBGRADE FREE OF ORGANICS &COMPACTED TO 95% DENSITY TYPICAL CONCRETE PA VEMENTAND APRON SECTION 707 I i I 4 706!__ _� -- — L 7'{JP OF M = t7p5.5' 705, ? i �, 7iiw CL Z3 a i I I 3 7041 i w0 } �Q 7031 i _ I OVERFLOW=7012.5' ti i — LLJ e ' 7011, I s i j 8' WIDE 700 VERFLQW: i ! NORMAL POOL 699 f1699,0 _-- — - -- - t -- - I NORMAC POOLNORMAL GABION POOL 698: - 697 3 696 699.0' I- ' 695! s Tv -73,330 cf 12" EEP -k 0+00 0+20 0+40 ; Tv=57,080 cf 0+80 R pZI I i u it Cy bLL. rn 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 rn ti n Q R It w w 5 2°/a FF=709.00' 20* APRON DETAIL 6" OF 4000 PSI CONCRETE WITH #4 @ 16" O C, EW. 6" OF 21 B COMPACTED TO 95% DENSITY SUBGRADE FREE OF ORGANICS &COMPACTED TO 95% DENSITY TYPICAL CONCRETE PA VEMENTAND APRON SECTION 707 I 4 706!__ _� -- — L 7'{JP OF M = t7p5.5' 705, ? i �, 7iiw CL Z3 a i I I 3 7041 i w0 } �Q 7031 i _ I OVERFLOW=7012.5' 702`; LLJ e ' 7011, I s i 700 ! NORMAL POOL 699 f1699,0 _-- — - -- - t -- - --- 698: 697 Lu 696 695! 0+00 0+20 0+40 0+60 0+80 707 706 705 704 703 702 701 700 699 698 697 696 695 FA 705 700 m-• .•d FA 705 700 FOREBAY AND WET POND PROFILE s � i j 140' OF 15" HDPE— t 10.91 cfs 815 ftjs EC -1 RIP RSP 5`HDP FILLWj24"CQNCRETE o ! FOR ANTI-FLgTATION W Ln IZZ) ! 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 WET POND OUTLET PROFILE 710 f t 05 I I j ! 300'OF24 i! 3HDPE �a 1, 079y, 700 ' 18 BLEAR MIN. 4 t ; I i i �' G , bN p'Z O�! i i i 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 STORM SEWER PROFILE I 705 700 695 U0�Oev 690 Q ti 2 T Q ti Pc Lw Lw CZp�cwi�gQO W W Z C V 4 tiZz 710 ��O ooya N 705 z a 700 in mwl m I DATE: Nov. 8, 2018 SCALE: 1" = 30' FILE NO. 0595 SHEET 4 OF 12 Q) i� �w z q �, 7iiw CL Z3 w0 } �Q LLJ Q DATE: Nov. 8, 2018 SCALE: 1" = 30' FILE NO. 0595 SHEET 4 OF 12 ddm ALI Nt M[M(J wbemmgw,W roA596 aASTV P698 ma+nmirt: Uae:':ai(Y.. CONCRETE ARCx 1'aBlmX u*Ap arn1Mrn14 Rl.4F�GAm. x 4tllT ,� 70$ 700 695 690 c«mmroeo rrsxw za` man„ao oawr po. cpRuwcr, Mia'wd g2de w pP,enre:r,«aa:tn a�idaraac«w $4c9pF MfA oian:or mmemm o arse Fpk FiP %FlP iwu bap r�a a�naP!Pea YMIFXflPtap Map eeP(NB a`.ff„ff apaa a«x ;: taaeawimd Per P'p•4re1 can ppdeorNswm4 m:alsge raavaMea i, sdaawn pnpmlewnmF uw epeav'aa kapli, «, ttre tires Mde a tre (saute, arae oo reavaxaa. L w re3ttaNFC,an4,n of ppa (ENC«WPj 0' Wpptlianwterommouno mummoom ®ov®ate® oao®�vo REDUCER L� O N adNapn m reMroi,wp tl,a cannxabn, em, pia Net rvb wNNn If re aRaciAtq am4N anAp M resraMed. D ff & tr ,ff ,a' 2p 2A• L�reP'sd!Mq 1eP61ba c:w (PVC«aP) L(N sp so tap t� }m. aap tao D. ppaaamPrm VALVE. DEAD END RESTRAINED JOINTS FOR REDUCER, GATE VALVE AND DEAD END -3• mew \(r/\�//\\/,\\ 'm r' F«wfMo>r�Pa attexrbcAt-a aa. z'aalPMmonta:gvmn am�,PnasnP,axon,oP arm,wnomaa nacsamy N9iE5 t A: pipirq `x,G ba2'CieP+eim 2 F R:catl mws:4'a less In C!ww,st Msbil(win mas V. a0CC1a) 3 Cvckd!x4med (two arW 0roa'a) tPupR:g t«Trinp b Ea ppM1'PtaP}1aPe bFlPXmamasyle• NawM, temNowUPIm XMW d Vsh ana4be WTacn I mar Moaa 4ai wre NF' memawn baowm. MOCe198Sataei bo6i w/T NPTwrv:ecWn 5. 9/aw G:aNUe t-t.YXt +.+Y%1/t8'alvnia¢m 8f,gla leJn w/ubolt uwnaeleawaveiw COMBINATION AIR RELEASE AND VACUUM -VALVE VAULT �nbe„a ■ 9 t p ! depN4fl. mM. 3{j 1 ��� I. aamwpmrse aa�axn wp,ama rainy, 22tw sm Wnt mff +sus wamP pw SPeaead roF3m m 20 arcf, brmcn etu»lu,ng shaaoa ansa. 4p L.-mStrN,rea)o'gM otR'AOtPVC MOIP) ewproiteowN D>(rvpa Cla:Pec 20 20 2p 20 :Mt vINm Obx kw fwvel4eor ti tYPd TEE, CROSS, WYE vN rocHmm�' mqN a%ustbbk mha U4z u f P0(wcCMP 7.�� Nota: wba rhs& '- vvasFto� f� LaI Tp I w - 2p 2p HORIZONTAL REND APR QB RESTRAINED JOINTS FOR TEE, CROSS, WYE AND HORIZONTAL SEND -2- FEa 08 OPTIONS: EI - CIDRD52-95 ""P 70$ 700 695 690 c«mmroeo rrsxw za` man„ao oawr po. cpRuwcr, Mia'wd g2de w pP,enre:r,«aa:tn a�idaraac«w $4c9pF MfA oian:or mmemm o arse Fpk FiP %FlP iwu bap r�a a�naP!Pea YMIFXflPtap Map eeP(NB a`.ff„ff apaa a«x ;: taaeawimd Per P'p•4re1 can ppdeorNswm4 m:alsge raavaMea i, sdaawn pnpmlewnmF uw epeav'aa kapli, «, ttre tires Mde a tre (saute, arae oo reavaxaa. L w re3ttaNFC,an4,n of ppa (ENC«WPj 0' Wpptlianwterommouno mummoom ®ov®ate® oao®�vo REDUCER L� O N adNapn m reMroi,wp tl,a cannxabn, em, pia Net rvb wNNn If re aRaciAtq am4N anAp M resraMed. D ff & tr ,ff ,a' 2p 2A• L�reP'sd!Mq 1eP61ba c:w (PVC«aP) L(N sp so tap t� }m. aap tao D. ppaaamPrm VALVE. DEAD END RESTRAINED JOINTS FOR REDUCER, GATE VALVE AND DEAD END -3• mew \(r/\�//\\/,\\ 'm r' F«wfMo>r�Pa attexrbcAt-a aa. z'aalPMmonta:gvmn am�,PnasnP,axon,oP arm,wnomaa nacsamy N9iE5 t A: pipirq `x,G ba2'CieP+eim 2 F R:catl mws:4'a less In C!ww,st Msbil(win mas V. a0CC1a) 3 Cvckd!x4med (two arW 0roa'a) tPupR:g t«Trinp b Ea ppM1'PtaP}1aPe bFlPXmamasyle• NawM, temNowUPIm XMW d Vsh ana4be WTacn I mar Moaa 4ai wre NF' memawn baowm. MOCe198Sataei bo6i w/T NPTwrv:ecWn 5. 9/aw G:aNUe t-t.YXt +.+Y%1/t8'alvnia¢m 8f,gla leJn w/ubolt uwnaeleawaveiw COMBINATION AIR RELEASE AND VACUUM -VALVE VAULT �nbe„a ttl=tlombee;q maVs4md iFngilt ofpSp (PJC«OiPi depN4fl. mM. 4,- vF bond rabira!naC brpN INapo (PVLer Oliry ��� p+poealamew 22tw ,A @{{ 20 ZO 4p 4p ewproiteowN U+(N 20 20 2p 20 :Mt vINm Obx kw fwvel4eor ti tYPd mow,ypF vN rocHmm�' mqN a%ustbbk mha U4z _.L_ Nota: wba rhs& .....mBePYFll � ,..•....,•.Set55'8Vn`kiiiiii. vvasFto� f� nPs -s• APR QB -T- TdAR 18 \(r/\�//\\/,\\ 'm r' F«wfMo>r�Pa attexrbcAt-a aa. z'aalPMmonta:gvmn am�,PnasnP,axon,oP arm,wnomaa nacsamy N9iE5 t A: pipirq `x,G ba2'CieP+eim 2 F R:catl mws:4'a less In C!ww,st Msbil(win mas V. a0CC1a) 3 Cvckd!x4med (two arW 0roa'a) tPupR:g t«Trinp b Ea ppM1'PtaP}1aPe bFlPXmamasyle• NawM, temNowUPIm XMW d Vsh ana4be WTacn I mar Moaa 4ai wre NF' memawn baowm. MOCe198Sataei bo6i w/T NPTwrv:ecWn 5. 9/aw G:aNUe t-t.YXt +.+Y%1/t8'alvnia¢m 8f,gla leJn w/ubolt uwnaeleawaveiw COMBINATION AIR RELEASE AND VACUUM -VALVE VAULT �nbe„a ttl=tlombee;q maVs4md iFngilt ofpSp (PJC«OiPi depN4fl. mM. 4,- vF bond rabira!naC brpN INapo (PVLer Oliry ��� p+poealamew 22tw ,A @{{ Eepl Ntlaof atryvoRiaWo,fm, bmq slap ba rc51m1md, !n etlaawn,ary )anus t+am�w+Nm No BRatYped knplh qn Pur ai94 W Nx f,4np sMJI M roaVd;retl. RESTRAINED JOINTS FOR VERTICAL OFFSET -4- c«m,ato put,ff ma r&dogn—. �---fim'�d gmdaCJ ff Hew eGwriypp sINvstabb valva 4ex ve,vP nox ae KKaaan nw.'kor �Ln ko adeptar Idm ' Yet uak: f vcrw-� � eseaprs j- mmaR ,mane 5. 8"and tz' coxrao Paa ta'aN.xcri.-ep-...mtmaa—tw:c:ew pad +a° g de _ dw xC daPp d's:mo 1 . aw,YPe:,arttabw — D S 8•St2' 19, te'A2p' 23' 22tw ,A @{{ 20 ZO 4p 4p ewproiteowN U+(N 20 20 2p 20 RESTRAINED JOINTS FOR VERTICAL OFFSET -4- c«m,ato put,ff ma r&dogn—. �---fim'�d gmdaCJ ff Hew eGwriypp sINvstabb valva 4ex ve,vP nox ae KKaaan nw.'kor �Ln ko adeptar Idm ' Yet uak: f vcrw-� � eseaprs j- mmaR ,mane 5. 8"and tz' coxrao Paa ta'aN.xcri.-ep-...mtmaa—tw:c:ew pad +a° g de _ dw xC daPp d's:mo 1 . aw,YPe:,arttabw — a a svatr te•tff sea. 2a 22tw ,A @{{ 20 ZO 4p 4p ewproiteowN W {ro 24 20 20 2p RESTRAINED JOINTS FOR VERTICAL OFFSET -4- c«m,ato put,ff ma r&dogn—. �---fim'�d gmdaCJ ff Hew eGwriypp sINvstabb valva 4ex ve,vP nox ae KKaaan nw.'kor �Ln ko adeptar Idm ' Yet uak: f vcrw-� � eseaprs j- mmaR ,mane 5. 8"and tz' coxrao Paa ta'aN.xcri.-ep-...mtmaa—tw:c:ew pad +a° g de _ dw xC daPp d's:mo 1 . aw,YPe:,arttabw — R C 3'Al2' tff, te•820• 2a' j Lo:A MIXe. I $rLW+. ewproiteowN W iflj 2p 2U Rp 20 RESTRAINED JOINTS FOR VERTICAL OFFSET -4- c«m,ato put,ff ma r&dogn—. �---fim'�d gmdaCJ ff Hew eGwriypp sINvstabb valva 4ex ve,vP nox ae KKaaan nw.'kor �Ln ko adeptar Idm ' Yet uak: f vcrw-� � eseaprs j- mmaR ,mane 5. 8"and tz' coxrao Paa ta'aN.xcri.-ep-...mtmaa—tw:c:ew pad +a° g de _ dw xC daPp d's:mo 1 . aw,YPe:,arttabw — 2'%a'x iG s0!W dWk rage awnrria0 mrtan �� j Lo:A MIXe. I $rLW+. ewproiteowN POIC6d SOWOf N,s,ate s,roa_ rstene,._ 2a•1mm. :Mt vINm Obx kw fwvel4eor ti tYPd mow,ypF vN rocHmm�' mqN a%ustbbk mha U4z _.L_ Nota: wba rhs& .....mBePYFll � ,..•....,•.Set55'8Vn`kiiiiii. vvasFto� f� nPs 2'%a'x iG s0!W dWk APR 08 1 111 S-4.2 � Ian 11V r ban mrve o.wa-+ ng lPEi)top Py �w.'zgete Sys !. asu ataN vxwoPoraUnanIN ata a 2'bess M:P MW 8' ,peo Wats 1G. 18', 20• and 24" GATE VALVE FES 09 rage awnrria0 mrtan �� j Lo:A MIXe. I $rLW+. ewproiteowN POIC6d SOWOf APR 08 1 111 S-4.2 � Ian 11V r ban mrve o.wa-+ ng lPEi)top Py �w.'zgete Sys !. asu ataN vxwoPoraUnanIN ata a 2'bess M:P MW 8' ,peo Wats 1G. 18', 20• and 24" GATE VALVE FES 09 mcfwrvcd WMt .:..., ewproiteowN ._....... .....mBePYFll � ,..•....,•.Set55'8Vn`kiiiiii. FARE HYDRANT ASSEMBLY WATER MAIN FLUSHING ASSEMBLY -s• APR QB -T- TdAR 18 � M c v i JLu PC ti q � R e ll W cN C) —V t I W �.I 1 h C!' �I � � LLI •"� i � E1 U-1 i i s t 7 ; j s j i f ! 4 4 i i I i s s E _ � i r R" iCLASS S2 DUCTI +E IRON WATERLINE I i i E 3 t i i ; t t f ! i I t � i _ I € c w w w m q m Lu;L' L, ! H 4 L�yu� NL U) w� �II {_ .d 3 3 Q Q i w F•. �. E - f - , 5 I _ _ 04 �a - � o� Q _ _ : . _ . E j ti s U i i iQ+ IQ� } LQ. UR � ti q 2'- q Vy j i u7 V'S , t ' t7 to o2{ fY w 41 Z �' ZIZ � Z ti i ! j ? Lu gOECQ O E ! M1 R ; 3 N' +�•v N ib GS�Z I 1 nL'-q Q { a q i O + O "r Ln 7 a Q r t i i y i I i E I i i { t C j t 1 48" DEPTH MIN, I t ; , s t s js Y i r i i t 1 E � i ZtlUZI cl i b y E i 1 � _ !!!I QLij c +00 6150 7+00 7+50 8+00 8+50 9100 9+50 10+00 10+50 11+00 11+5 1 E 4 i I Q I ! i I i d { i j 1 ; t N .N i ! i Q'S t t , 0+00 0150 1+00 1t50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6 0 12+00 12+50 13+00 710 0su') ca Lu 70$ 705 710 710 q�-+ ',`• o vaweo.laPeano waassemay: - f j 1 �' t«wrere ska wtl 3 � ,rea,nC raa•Poe, Ik,F:psm NF �maMsa sbwea� 46" DEPTH MIN,� bNor ,Q tBk tBk6`CUaP � � wl,ap4 WM`Y ]g,Wn bCYArt: e¢'1bn. FlBsep N4. 160'i24 flaSnod Mane � con«em sam Pad J•, r.sola. xa•aoep i ; � IRAN „ finttnoa omCF enlenoa i � �� made 700 52 p0 � 700 705 � 705 + f wiN pC aWN d�'NL'WGR• [ _.... _.� � _ _� �_. __. ... Y _—_ �._...�. —. �_ _. —._I � q � m,a• a'srona 'j i , {� yam, � QQ' � w TSflP R' ~C mm�m TMasa aaigo 'stad APlid s^ t ucTRE IRaN i Q � o o ,2 CLASS S2 R rnpm wka ratios tragna. i wt!n ib mazke0 a8' `emeb aeM1ronl weia t E C { ! t'+ � 1. � '� ,saedaro ma m,wvas 38' SEwEm wuplin8 i .�, w E , w P4LatPX 695 695 700 _zt j 700 W (j) Q rcap.smp � (e4 mYn) ewutm woW mP �� blrx time N � � � � j — � �-� �� 3 �q.. _ � � 4�.• Ue (��y � Q CS ''f`' � . Rtt Vw' ? F t Y ^,. (r 8•atCna ..:.. :., i S � p � � t y m I� i q Q y a546'e F1P/packj^.Nif Z'PIP. Fwb bsR pl. atlOPNI PVPi,. wm,n Y.wwatawmreao-aN: a Q e y z ( a zt y Ea , k y i t,.t W � raM!rawa imza4+i+rswme,in4:w t eo U ry co m co � >~ DD � 69$ joa j 'm coILI o°j 695 O NQ T04 wa 3 poNeuybna wonR lP� 2WPSIw(83Neala6lecrN:Fctioiie ll PVC msm wzxs \—cMono apo°bana�-� vo'weso nose I[n J � � Q t/1 E I I+7 �4%MeasNaL 2opnialn4 aur waCaxawNPWa E.Z,a � w E ti Z '�+, i '+ � "`�^•{ �S )� ; !Z "" Z I W W ¢ ~ t.exaa roca,mnaroaaweYoarbsP aPProrm pn ,co If,� U 'S z. Sa:.asoa;.w«Pssk�svoab -I. O N 0. N q O � II n O q' 't0 i i0 N q - cr [Y 0 Y a)Encace In 4•C'ame'sr3CN4p PVG«SpF2t pipe. ThaPiPiP4 ehP,: mn aam,onpiPo;CeypnO Bitlewalk, avcsa Mu '�' + w + =- + { 3 + + Q Z W W U In ,real m«a wot,Mzona &tlavmk. 4 � O O CK O Z O ti M zt S W wry.nmP; wlmmbe tapaato'op INPETnt tO balrCarvak: corcauplaYO roaCxaybCx and brmiaataat,cPd bcn '_ --,.--'-. - — Ci 444Jl� � ¢ W�w 0+00 0+50 1+00 1+$0 2+00 0+00 0+50 I+OP It50 ILI � N W z HYDRANT WATERLINE B -PROFILE HYDRANT WATERLINE C -PROFILE z (go RIGH PRESSURE FORCED SEWER LOW PRESSURE FORCED SEWER O N � ¢ SERVICE LATERAL TERMINAL FLUSHING CONNECTION N� h 0 >= W z W w•a Z ¢ MAR ±a -25- FEB 705 FIRM I ■ O LQi„ 6 O .4J q q +V t cn M U 1 v Ccm , MMI DATE: Nov. 8, 2018 SCALE: 1 = 30 FILE NO. 0595 SHEET 5 OF 12 as -29- Feew � Q � � � � � Q i i s t 7 ; j s j i f ! 4 4 i i I i s s E _ � i r R" iCLASS S2 DUCTI +E IRON WATERLINE I i i E 3 t i i ; t t f ! i I t � i _ I € c w w w m q m Lu;L' L, ! H 4 L�yu� NL U) w� �II {_ .d 3 3 Q Q i w F•. �. E - f - , 5 I _ _ 04 �a - � o� Q _ _ : . _ . E j ti s U i i iQ+ IQ� } LQ. UR � ti q 2'- q Vy j i u7 V'S , t ' t7 to o2{ fY w 41 Z �' ZIZ � Z ti i ! j ? Lu gOECQ O E ! M1 R ; 3 N' +�•v N ib GS�Z I 1 nL'-q Q { a q i O + O "r Ln 7 a Q r t i i y i I i E I i i { t C j t 1 48" DEPTH MIN, I t ; , s t s js Y i r i i t 1 E � i ZtlUZI cl i b y E i 1 � _ !!!I QLij c +00 6150 7+00 7+50 8+00 8+50 9100 9+50 10+00 10+50 11+00 11+5 1 E 4 i I Q I ! i I i d { i j 1 ; t N .N i ! i Q'S t t , 0+00 0150 1+00 1t50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6 0 12+00 12+50 13+00 710 0su') ca Lu 70$ 705 710 710 q�-+ ',`• o vaweo.laPeano waassemay: - f j 1 �' t«wrere ska wtl 3 � ,rea,nC raa•Poe, Ik,F:psm NF �maMsa sbwea� 46" DEPTH MIN,� bNor ,Q tBk tBk6`CUaP � � wl,ap4 WM`Y ]g,Wn bCYArt: e¢'1bn. FlBsep N4. 160'i24 flaSnod Mane � con«em sam Pad J•, r.sola. xa•aoep i ; � IRAN „ finttnoa omCF enlenoa i � �� made 700 52 p0 � 700 705 � 705 + f wiN pC aWN d�'NL'WGR• [ _.... _.� � _ _� �_. __. ... Y _—_ �._...�. —. �_ _. —._I � q � m,a• a'srona 'j i , {� yam, � QQ' � w TSflP R' ~C mm�m TMasa aaigo 'stad APlid s^ t ucTRE IRaN i Q � o o ,2 CLASS S2 R rnpm wka ratios tragna. i wt!n ib mazke0 a8' `emeb aeM1ronl weia t E C { ! t'+ � 1. � '� ,saedaro ma m,wvas 38' SEwEm wuplin8 i .�, w E , w P4LatPX 695 695 700 _zt j 700 W (j) Q rcap.smp � (e4 mYn) ewutm woW mP �� blrx time N � � � � j — � �-� �� 3 �q.. _ � � 4�.• Ue (��y � Q CS ''f`' � . Rtt Vw' ? F t Y ^,. (r 8•atCna ..:.. :., i S � p � � t y m I� i q Q y a546'e F1P/packj^.Nif Z'PIP. Fwb bsR pl. atlOPNI PVPi,. wm,n Y.wwatawmreao-aN: a Q e y z ( a zt y Ea , k y i t,.t W � raM!rawa imza4+i+rswme,in4:w t eo U ry co m co � >~ DD � 69$ joa j 'm coILI o°j 695 O NQ T04 wa 3 poNeuybna wonR lP� 2WPSIw(83Neala6lecrN:Fctioiie ll PVC msm wzxs \—cMono apo°bana�-� vo'weso nose I[n J � � Q t/1 E I I+7 �4%MeasNaL 2opnialn4 aur waCaxawNPWa E.Z,a � w E ti Z '�+, i '+ � "`�^•{ �S )� ; !Z "" Z I W W ¢ ~ t.exaa roca,mnaroaaweYoarbsP aPProrm pn ,co If,� U 'S z. Sa:.asoa;.w«Pssk�svoab -I. O N 0. N q O � II n O q' 't0 i i0 N q - cr [Y 0 Y a)Encace In 4•C'ame'sr3CN4p PVG«SpF2t pipe. ThaPiPiP4 ehP,: mn aam,onpiPo;CeypnO Bitlewalk, avcsa Mu '�' + w + =- + { 3 + + Q Z W W U In ,real m«a wot,Mzona &tlavmk. 4 � O O CK O Z O ti M zt S W wry.nmP; wlmmbe tapaato'op INPETnt tO balrCarvak: corcauplaYO roaCxaybCx and brmiaataat,cPd bcn '_ --,.--'-. - — Ci 444Jl� � ¢ W�w 0+00 0+50 1+00 1+$0 2+00 0+00 0+50 I+OP It50 ILI � N W z HYDRANT WATERLINE B -PROFILE HYDRANT WATERLINE C -PROFILE z (go RIGH PRESSURE FORCED SEWER LOW PRESSURE FORCED SEWER O N � ¢ SERVICE LATERAL TERMINAL FLUSHING CONNECTION N� h 0 >= W z W w•a Z ¢ MAR ±a -25- FEB 705 FIRM I ■ O LQi„ 6 O .4J q q +V t cn M U 1 v Ccm , MMI DATE: Nov. 8, 2018 SCALE: 1 = 30 FILE NO. 0595 SHEET 5 OF 12 0 12+00 12+50 13+00 710 0su') ca Lu 70$ 705 710 710 q�-+ ',`• o vaweo.laPeano waassemay: - f j 1 �' t«wrere ska wtl 3 � ,rea,nC raa•Poe, Ik,F:psm NF �maMsa sbwea� 46" DEPTH MIN,� bNor ,Q tBk tBk6`CUaP � � wl,ap4 WM`Y ]g,Wn bCYArt: e¢'1bn. FlBsep N4. 160'i24 flaSnod Mane � con«em sam Pad J•, r.sola. xa•aoep i ; � IRAN „ finttnoa omCF enlenoa i � �� made 700 52 p0 � 700 705 � 705 + f wiN pC aWN d�'NL'WGR• [ _.... _.� � _ _� �_. __. ... Y _—_ �._...�. —. �_ _. —._I � q � m,a• a'srona 'j i , {� yam, � QQ' � w TSflP R' ~C mm�m TMasa aaigo 'stad APlid s^ t ucTRE IRaN i Q � o o ,2 CLASS S2 R rnpm wka ratios tragna. i wt!n ib mazke0 a8' `emeb aeM1ronl weia t E C { ! t'+ � 1. � '� ,saedaro ma m,wvas 38' SEwEm wuplin8 i .�, w E , w P4LatPX 695 695 700 _zt j 700 W (j) Q rcap.smp � (e4 mYn) ewutm woW mP �� blrx time N � � � � j — � �-� �� 3 �q.. _ � � 4�.• Ue (��y � Q CS ''f`' � . Rtt Vw' ? F t Y ^,. (r 8•atCna ..:.. :., i S � p � � t y m I� i q Q y a546'e F1P/packj^.Nif Z'PIP. Fwb bsR pl. atlOPNI PVPi,. wm,n Y.wwatawmreao-aN: a Q e y z ( a zt y Ea , k y i t,.t W � raM!rawa imza4+i+rswme,in4:w t eo U ry co m co � >~ DD � 69$ joa j 'm coILI o°j 695 O NQ T04 wa 3 poNeuybna wonR lP� 2WPSIw(83Neala6lecrN:Fctioiie ll PVC msm wzxs \—cMono apo°bana�-� vo'weso nose I[n J � � Q t/1 E I I+7 �4%MeasNaL 2opnialn4 aur waCaxawNPWa E.Z,a � w E ti Z '�+, i '+ � "`�^•{ �S )� ; !Z "" Z I W W ¢ ~ t.exaa roca,mnaroaaweYoarbsP aPProrm pn ,co If,� U 'S z. Sa:.asoa;.w«Pssk�svoab -I. O N 0. N q O � II n O q' 't0 i i0 N q - cr [Y 0 Y a)Encace In 4•C'ame'sr3CN4p PVG«SpF2t pipe. ThaPiPiP4 ehP,: mn aam,onpiPo;CeypnO Bitlewalk, avcsa Mu '�' + w + =- + { 3 + + Q Z W W U In ,real m«a wot,Mzona &tlavmk. 4 � O O CK O Z O ti M zt S W wry.nmP; wlmmbe tapaato'op INPETnt tO balrCarvak: corcauplaYO roaCxaybCx and brmiaataat,cPd bcn '_ --,.--'-. - — Ci 444Jl� � ¢ W�w 0+00 0+50 1+00 1+$0 2+00 0+00 0+50 I+OP It50 ILI � N W z HYDRANT WATERLINE B -PROFILE HYDRANT WATERLINE C -PROFILE z (go RIGH PRESSURE FORCED SEWER LOW PRESSURE FORCED SEWER O N � ¢ SERVICE LATERAL TERMINAL FLUSHING CONNECTION N� h 0 >= W z W w•a Z ¢ MAR ±a -25- FEB 705 FIRM I ■ O LQi„ 6 O .4J q q +V t cn M U 1 v Ccm , MMI DATE: Nov. 8, 2018 SCALE: 1 = 30 FILE NO. 0595 SHEET 5 OF 12 , Ailil Fr��t�. MOM . r co rt I Mature c! c -i Symbol Common Name 53, 78 ACRES TOTAL 1 -39 43-(1,9)-1B f s f 43-(19)-1 43-(19)-1D a%r 200' 0' 200' GRAPHIC SCALE THIS REGIONAL STORMWATER-BMP DESIGN PROVIDES THE NECESSARY TREATMENT FOR TAX PARCELS: 43-(19)-1, 43-(19)-18, 43 (19)-1D, & 43-(19)-39. r. 971 W1` f ! o 702 ( .6 I ..-- - SEEDING SCHEDULE (PER SECTION 3,32 OF VESH) 1.) Topsoil will be spread at a minimum depth of 4". 2.) Puivenzed agricultural limestone will be incorporated into the soil at a rate of 92 lbs per 1000 square feet (2 tons per acre). 3. J Fertilize with 10-10-10 at a rate of 23 Its per 1000 square feet (1000 lbs peracie). 4.) Seed mix will consist of 75% Kentucky 31 Tall Fescue, 10% Annual Rye, 10% Foxtail Millet, and 5% Red Clover at 200 ibs 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. Aquatic Bench 1,600 51`1 100 16 shrubs Aquatic Bench Trees Aquatic Bench Shrubs co Minimum slope 0,5% to I%, Provided = I % Planting Size Mature c! c -i Symbol Common Name Botanical Name Height or caliper Height Quantity SY Sycamore P/atanus occidentalis 2" caliper 60'-80' 3 Aquatic Bench Shrubs STORMWATER QUANTITY ANALYSIS Project Description This site is located at the intersection of McGhee Road and Welltown Road in Stonewall Industrial Park. The project will develop a 22, 000 sf building with a gra vel storage yard, Existing Drainage Area This project lies within a 53.78 acre drainage area that will drain into the stormwater pond. This drainage area is developed with buildings, roads, parking lots, and storage yards. Of the 53.78 acres, 23.15 acres is impervious (0=98) and 30,63 acres is managed turf on hydrologic soil group C (0=74). The time of concentration over a 2380' length at 1.2% grade as determined with TR -55 is 19.40 minutes. 1 -year event = 62.95cis, (199,841 cu. R.) 2 -year event = 87,16 cis, (273,682 cu, ft.) 10 -year event = 156.70 cfs (490,516 cu. ft.) Site Post -Development Draina e The project site is 10 acres within the drainage area. The 53.78 acre area after development will have 33.10 acres impervious (this includes the new ponds) and 20.68 acres of managed turf. The time of concentration remains 19.40 minutes since the development is located at the bottom of the drainage area and the furthest reaches remain the same. 1 -year event = 84.31 cis, (263,610 cu. it.) 2 -year event = 110.50 cis, (346,275 cu, ft.) 10 year event = 182.67 cfs, (580,499 cu. ft.) StormwaterManagement Ponds The she will contain a stormwater management pond with a forebay that will have a gabion outlet 6' above the bottom. All stormwater routing was performed with the assumption the pond would be full to the outlet with each storm, and not assume it will have already drained. Routing the post -developed conditions yields the following: 1 -year event = 31.45 cfs, (263,564 cu. R.) 2 -year event = 62.28 cfs, (346,230 cu. ft.) 10 -year event= 127.95 cis, (580,454 cu, ft.) Energy Balance Egpation - (1 -year storm) (IF 0.8 since area is over 1 acre) (Q -past) < Q -pre x (RV-pre/RV-post) x IF 31.45 < 62.95 x (199,841/263,564) x 0.8 31.45 < 38.18 requirements are met. WET POND MAINTENANCE .9. 1, Maintenance Aareements Section 4 VAC 50.60-124 of the regulations specifies the circumstances under which a maintenance agreement must be executed between the owner and the local program. This section sets forth inspection requirements, compliance procedures if maintenance is neglected, notification of the local program upon transfer of ownership, and right -of --entry for local program personnel. Access to wet ponds should be covered by a drainage easement to allow inspection and maintenance. It is also recommended that the maintenance agreement include a list of qualified contractors that can perform inspection or maintenance services, as well as contact information for owners to get local or state assistance to solve common nuisance problems, such as mosquito control, geese, invasive plants, vegetative management, and beaver removal. The CWP Pond and Wetland Maintenance Guidebook (2004) provides some excellent templates of how to respond to these problems. 9.2. First Year Maintenance 0 orations Success u este is meat o7 -wt -ponds requires that the following tasks be undertaken during the first year following construction. foXalinspections. For the first six months following construction, the site should be Inspected at least twice alter storm events that exceed a 1/2 -inch of rainfall. Planting afAquatieBeuclies, The aquatic benches should be planted with emergent wetland species, following the planting recommendations contained In Stormwater Design Specification No 13 (Constructed Wetlands). Spot Reseeding. Inspectors should look for bare or eroding areas in the contributing drainage area or around the pond buffer, and make sure they are immediately stabilized with grass cover. Watering• Trees planted in the pond buffer need to be watered during the first growing season. In general, consider watering every 3 days for first month, and then weekly during the remainder of the first growing season (April - October), depending on rainfall. 9.3. Insoectlons and ongotnq Maintenance Tasks Maintenance ora wet pond is driven by annual inspections that evaluate the condition and performance of the pond, including the following., Measure sediment accumulation levels In the forebay. Monitor the growth of wetland plants, trees and shrubs planted. Record the species and their approximate coverage, and note the presence of any invasive plant species. Inspect the condition of stormwater inlets to the pond for material damage, erosion or undercutting. Inspect the banks of upstream and downstream channels for evidence of sloughing, animal burrows, boggy areas, woody growth, or gully erosion that may undermine embankment integrity Inspect the pond outfall channel for erosion, undercutting, rip -rap displacement woody growth, etc. Inspect the condition of the principal spillway and riser for evidence of spelling, joint failure, leakage, corrosion, etc. Inspect the condition of all trash racks, reverse -sloped pipes, or flashboard risers for evidence of clogging leakage debris accumulation, etc. Inspect maintenance access to ensure it is free of woody vegetation, and check to see whether valves, manholes and locks can be opened and operated. Inspect internal and external side slopes of the pond for evidence of sparse vegetative cover, erosion, or slumping, and make needed reairs immediately Based on inspection results specific maintenance tasks will e triggered. Example maintenance inspection checklists for Wet Ponds can be accessed in Appendix C of Chapter 9 of the Virginia stormwater Management Handbook (2010) or at the CWP website at• http://roww.cwp.orgIResource.Ubrary/Controlling Runoltand VlschargesIsm.htm (scroll to Toolb: Plan Review, BMP Construction, and Maintenance Checklists) For a more detailed maintenance inspection checklist, see Appendix B in CWP Stormwater Pond and Wetland Maintenance Guidebook (2004). Maintenance is needed so stormwater ponds continue to operate as designed on a long-term basis. Wet ponds normally have fewer routine maintenance requirements than athorstormwater control measures. Stormwater pond maintenance activitles vary regarding the level of effort and expertise required to perform them. Routine stormwater pond maintenance, such as mowing and removing debris and mash, is needed several times each year (See Table 14.8 ). More significant maintenance (eg, removing accumulated sediment) is needed less fiequently but requires more skilled labor and special equipment Inspection and repair of critical structural features (a, g., embankments and risers) needs to he performed by a qualified professional (a. 9, a structural engineer) who has experience in the construction, inspection, and repair of these features. The maintenance plan should clearly outline how vegetation in the pond and its buffer will be managed or harvested in the future. Periodic mowing of the stormwater buffer is only required along maintenance rights-of-way and the embankment. The remaining buffer can be managed as a meadow (mowing every other year) or forest The maintenance plan should schedule a shoreline cleanup at least once a year to remove trash and fioatables. ranleaf Pond Maintenance Tasks and Fra uenc nerlpdralter majdrsterins >.t //IC# Of lanytalli Mowing - twice a year Remove debris and blockages Repair undercut, eroded, and bare soil areas Annually Mowing Twice a year Shoreline cleanup to remove trash, debris and fleatables A hull maintenance inspection Open up the riser to access and test the valves Repair broken mechanical components, if needed One time -during the second yearfollowing Constructlan Pond buffer and aquatic bench reinforcement plantings Forebay SedimentRemoval, Every5to7years Repair pipes, the riser and spillway, as needed From5to25years 9.4. Sediment Removal Frequent sediment removal from the forebay is essential to maintain the function and performance of a wet pond. Maintenance plans should schedule cieanouts approximately every 5 to 7 years or when inspections Indicate that 50% of forebay sediment storage capacity has been filled, The designer should also check to see whether removed sediments can be spoiled on-site or must be hauled away. Sediments excavated from wet ponds are not usually considered toxic or hazardous. They can be safely disposed of by either land application or land filling. Sediment testiag may be needed prior to sediment disposal if the retrofit serves a hotspbt land use. STORMWATER QUALITYANALYSIS Design Decision This site contains a large stormwater management easement that receives water from several developed sites. The decision has been made to treat the 42.03 acre drainage shed as a "ReDevelopment" and utilize the Virginia Runoff Reduction Method ReDevelopment Worksheat - v2.8 - lune 2014. The regional wet pond wilt provide the phosphorus removal needed for the development of the 10.55 acre site, plus provide additional removal for the existing developments within the 42.03 acre drainage basin that were developed under the old regulations. Pre-ReDevelopment Conditions The 42,03 acre drainage area within the hydrologic soils group C. 23.15 acres are impervious 18.88 acres are managed turf There is not any open/forest space. 11.0 acres is within the limits of clearing and grading for the project. Post ReDevelopment Conditions 33.10 acres are impervious 8.93 acres are managed turf There is not any open/forest space Phosphorous Load Reduction required is 28.41 Ibtyr The proposed Wet Pond BMP will receive the entire drainage area and act as the stormwater management for the area as well. This pond will remove 38.14 lbs/yr meeting the requirements, WET POND DESIGN (LEVEL 1) 6.1 Sr Jn Wet Pond Treatment volume = 130,660 cu. ft. (provided from VRRM Spreadsheet) Tv Provided =130,810 cu, ft. below normal pool &2 Water Balance Equation: DP=48" (Design Depth of Pool), MB=O" (Base Flow, no streams entering pond) DP= 48"> ET+1NFtRES-MB = 8"t7.2"t24"-0"=39.2" Correct. 6.3 Geotechnical Testing: Soli borings provided in report Two borings within the pond area. 6.4 Pretreatment Forebay: Forebay vo1ume=0.25'%acre impervious area=0.25° X 33.1 ac, = 30,038 cu, ft. Volume Provided = 137,042 cu. ft. Minimum Depth = 4' Provided = 11' 48" Safety bench provided. 6.5 Conveyance and Overflow: co Minimum slope 0,5% to I%, Provided = I % Planting Size Mature c! c -i Symbol Common Name Botanical Name 6.6 Internal Design Geometry Quantity Low flow path at least 2:1, Provided = 3.5:1 Pool depth is 48' therefore, Safety and Aquatic Benches are not required. Height Height SP Sweet Pepperbush Clethra ainifolia 12"-18" 6'-12' 5 SA Swam Azalea P Azalea 36" 8'-10' 5 viscosum ® SB Spice Bush ince benzoin 12 -18 „ 6'-12 6 STORMWATER QUANTITY ANALYSIS Project Description This site is located at the intersection of McGhee Road and Welltown Road in Stonewall Industrial Park. The project will develop a 22, 000 sf building with a gra vel storage yard, Existing Drainage Area This project lies within a 53.78 acre drainage area that will drain into the stormwater pond. This drainage area is developed with buildings, roads, parking lots, and storage yards. Of the 53.78 acres, 23.15 acres is impervious (0=98) and 30,63 acres is managed turf on hydrologic soil group C (0=74). The time of concentration over a 2380' length at 1.2% grade as determined with TR -55 is 19.40 minutes. 1 -year event = 62.95cis, (199,841 cu. R.) 2 -year event = 87,16 cis, (273,682 cu, ft.) 10 -year event = 156.70 cfs (490,516 cu. ft.) Site Post -Development Draina e The project site is 10 acres within the drainage area. The 53.78 acre area after development will have 33.10 acres impervious (this includes the new ponds) and 20.68 acres of managed turf. The time of concentration remains 19.40 minutes since the development is located at the bottom of the drainage area and the furthest reaches remain the same. 1 -year event = 84.31 cis, (263,610 cu. it.) 2 -year event = 110.50 cis, (346,275 cu, ft.) 10 year event = 182.67 cfs, (580,499 cu. ft.) StormwaterManagement Ponds The she will contain a stormwater management pond with a forebay that will have a gabion outlet 6' above the bottom. All stormwater routing was performed with the assumption the pond would be full to the outlet with each storm, and not assume it will have already drained. Routing the post -developed conditions yields the following: 1 -year event = 31.45 cfs, (263,564 cu. R.) 2 -year event = 62.28 cfs, (346,230 cu. ft.) 10 -year event= 127.95 cis, (580,454 cu, ft.) Energy Balance Egpation - (1 -year storm) (IF 0.8 since area is over 1 acre) (Q -past) < Q -pre x (RV-pre/RV-post) x IF 31.45 < 62.95 x (199,841/263,564) x 0.8 31.45 < 38.18 requirements are met. WET POND MAINTENANCE .9. 1, Maintenance Aareements Section 4 VAC 50.60-124 of the regulations specifies the circumstances under which a maintenance agreement must be executed between the owner and the local program. This section sets forth inspection requirements, compliance procedures if maintenance is neglected, notification of the local program upon transfer of ownership, and right -of --entry for local program personnel. Access to wet ponds should be covered by a drainage easement to allow inspection and maintenance. It is also recommended that the maintenance agreement include a list of qualified contractors that can perform inspection or maintenance services, as well as contact information for owners to get local or state assistance to solve common nuisance problems, such as mosquito control, geese, invasive plants, vegetative management, and beaver removal. The CWP Pond and Wetland Maintenance Guidebook (2004) provides some excellent templates of how to respond to these problems. 9.2. First Year Maintenance 0 orations Success u este is meat o7 -wt -ponds requires that the following tasks be undertaken during the first year following construction. foXalinspections. For the first six months following construction, the site should be Inspected at least twice alter storm events that exceed a 1/2 -inch of rainfall. Planting afAquatieBeuclies, The aquatic benches should be planted with emergent wetland species, following the planting recommendations contained In Stormwater Design Specification No 13 (Constructed Wetlands). Spot Reseeding. Inspectors should look for bare or eroding areas in the contributing drainage area or around the pond buffer, and make sure they are immediately stabilized with grass cover. Watering• Trees planted in the pond buffer need to be watered during the first growing season. In general, consider watering every 3 days for first month, and then weekly during the remainder of the first growing season (April - October), depending on rainfall. 9.3. Insoectlons and ongotnq Maintenance Tasks Maintenance ora wet pond is driven by annual inspections that evaluate the condition and performance of the pond, including the following., Measure sediment accumulation levels In the forebay. Monitor the growth of wetland plants, trees and shrubs planted. Record the species and their approximate coverage, and note the presence of any invasive plant species. Inspect the condition of stormwater inlets to the pond for material damage, erosion or undercutting. Inspect the banks of upstream and downstream channels for evidence of sloughing, animal burrows, boggy areas, woody growth, or gully erosion that may undermine embankment integrity Inspect the pond outfall channel for erosion, undercutting, rip -rap displacement woody growth, etc. Inspect the condition of the principal spillway and riser for evidence of spelling, joint failure, leakage, corrosion, etc. Inspect the condition of all trash racks, reverse -sloped pipes, or flashboard risers for evidence of clogging leakage debris accumulation, etc. Inspect maintenance access to ensure it is free of woody vegetation, and check to see whether valves, manholes and locks can be opened and operated. Inspect internal and external side slopes of the pond for evidence of sparse vegetative cover, erosion, or slumping, and make needed reairs immediately Based on inspection results specific maintenance tasks will e triggered. Example maintenance inspection checklists for Wet Ponds can be accessed in Appendix C of Chapter 9 of the Virginia stormwater Management Handbook (2010) or at the CWP website at• http://roww.cwp.orgIResource.Ubrary/Controlling Runoltand VlschargesIsm.htm (scroll to Toolb: Plan Review, BMP Construction, and Maintenance Checklists) For a more detailed maintenance inspection checklist, see Appendix B in CWP Stormwater Pond and Wetland Maintenance Guidebook (2004). Maintenance is needed so stormwater ponds continue to operate as designed on a long-term basis. Wet ponds normally have fewer routine maintenance requirements than athorstormwater control measures. Stormwater pond maintenance activitles vary regarding the level of effort and expertise required to perform them. Routine stormwater pond maintenance, such as mowing and removing debris and mash, is needed several times each year (See Table 14.8 ). More significant maintenance (eg, removing accumulated sediment) is needed less fiequently but requires more skilled labor and special equipment Inspection and repair of critical structural features (a, g., embankments and risers) needs to he performed by a qualified professional (a. 9, a structural engineer) who has experience in the construction, inspection, and repair of these features. The maintenance plan should clearly outline how vegetation in the pond and its buffer will be managed or harvested in the future. Periodic mowing of the stormwater buffer is only required along maintenance rights-of-way and the embankment. The remaining buffer can be managed as a meadow (mowing every other year) or forest The maintenance plan should schedule a shoreline cleanup at least once a year to remove trash and fioatables. ranleaf Pond Maintenance Tasks and Fra uenc nerlpdralter majdrsterins >.t //IC# Of lanytalli Mowing - twice a year Remove debris and blockages Repair undercut, eroded, and bare soil areas Annually Mowing Twice a year Shoreline cleanup to remove trash, debris and fleatables A hull maintenance inspection Open up the riser to access and test the valves Repair broken mechanical components, if needed One time -during the second yearfollowing Constructlan Pond buffer and aquatic bench reinforcement plantings Forebay SedimentRemoval, Every5to7years Repair pipes, the riser and spillway, as needed From5to25years 9.4. Sediment Removal Frequent sediment removal from the forebay is essential to maintain the function and performance of a wet pond. Maintenance plans should schedule cieanouts approximately every 5 to 7 years or when inspections Indicate that 50% of forebay sediment storage capacity has been filled, The designer should also check to see whether removed sediments can be spoiled on-site or must be hauled away. Sediments excavated from wet ponds are not usually considered toxic or hazardous. They can be safely disposed of by either land application or land filling. Sediment testiag may be needed prior to sediment disposal if the retrofit serves a hotspbt land use. STORMWATER QUALITYANALYSIS Design Decision This site contains a large stormwater management easement that receives water from several developed sites. The decision has been made to treat the 42.03 acre drainage shed as a "ReDevelopment" and utilize the Virginia Runoff Reduction Method ReDevelopment Worksheat - v2.8 - lune 2014. The regional wet pond wilt provide the phosphorus removal needed for the development of the 10.55 acre site, plus provide additional removal for the existing developments within the 42.03 acre drainage basin that were developed under the old regulations. Pre-ReDevelopment Conditions The 42,03 acre drainage area within the hydrologic soils group C. 23.15 acres are impervious 18.88 acres are managed turf There is not any open/forest space. 11.0 acres is within the limits of clearing and grading for the project. Post ReDevelopment Conditions 33.10 acres are impervious 8.93 acres are managed turf There is not any open/forest space Phosphorous Load Reduction required is 28.41 Ibtyr The proposed Wet Pond BMP will receive the entire drainage area and act as the stormwater management for the area as well. This pond will remove 38.14 lbs/yr meeting the requirements, WET POND DESIGN (LEVEL 1) 6.1 Sr Jn Wet Pond Treatment volume = 130,660 cu. ft. (provided from VRRM Spreadsheet) Tv Provided =130,810 cu, ft. below normal pool &2 Water Balance Equation: DP=48" (Design Depth of Pool), MB=O" (Base Flow, no streams entering pond) DP= 48"> ET+1NFtRES-MB = 8"t7.2"t24"-0"=39.2" Correct. 6.3 Geotechnical Testing: Soli borings provided in report Two borings within the pond area. 6.4 Pretreatment Forebay: Forebay vo1ume=0.25'%acre impervious area=0.25° X 33.1 ac, = 30,038 cu, ft. Volume Provided = 137,042 cu. ft. Minimum Depth = 4' Provided = 11' 48" Safety bench provided. 6.5 Conveyance and Overflow: co Minimum slope 0,5% to I%, Provided = I % cn Primary Spillway = 48" riser with trash rack proposed. c! c -i Non -clogging submerged reverse slope pipe provided. Emergency spillway provided lined with rip -rap 6.6 Internal Design Geometry Low flow path at least 2:1, Provided = 3.5:1 Pool depth is 48' therefore, Safety and Aquatic Benches are not required. 6.7 Landscaping Plan Vegetative cover provided try turf with shrubs & trees on the aquatic bench. Z 0 6.8 Maintenance Plan ua Access provided by adjacent graveled storage area. Liner - Soil borings indicated substantial depth to bedrock; however, this is a karst area and the native clay soil shall be compacted to 95916. 6.9 Wet Pond Materials Install concrete reinforced riser. Utilize O-ring gasketed HDPE culverts. W WET POND CONSTRUCTION 8.1. Construction Sequence The following Is a typical construction sequence to properly Install a wet pond. The steps may be modified to reilect different wet pond designs, site conditions, and the size, complexity and configuration of the proposed facility. Stop L• Use alWetPainfasan ERSCortral A wet and may serve as a sediment basin during project construction. If this is done, the volume should be based on the more stringent sizing rule (emsion and sediment control requirement vs. water quality treatment requirement). Installation of the permanent riser should be initiated during the construction phase, and design elevations should be set with final cleanout of the sediment basin and conversion to the post -construction wet pond in mind. The bottom elevation of the wet pond should be lower than the bottom elevation of the temporary sediment basin. Appropriate procedures should be implemented to prevent discharge of turbid waters when the basin is being converted into a wet pond. Stop Z•Stabilize the AralnogoArea. Wet ponds should only be constructed after the contributing drainage area to the pond is completely stabilized. If the proposed pond site wAl be used as a sediment trap or basin during the construction phase, the construction notes should clearly indicate that the facility will be de -watered, dredged and m -graded to design dimensions after the original site construction is complete. Step 3.•Assemble Construction Materlals on-site, make sure they meet design specifications, and prepare any staging areas. Step 4, Clear andStr1a the project area to the desired sub glade $tep S•• InstaREBSContmIs prior to construction, including temporary de -watering devices and stormwater diversion practices. A# areas surrounding the pond that are graded or denuded during construction must be planted with turf grass, native plantings, or other approved methods of soil stabilization. Step 6,•Excavate the Gore Trench and Jostall the Spillway Pipe. Step 7, Install the Riser or Outflow Structure, and ensure the top in vert of the overflow weir is constructed level at the design elevation. SW S. Construct the EmbankmentMir Any lntore31RarIus in 8- to 12 -inch lifts, compact the lifts with appropriate equipment. Step 9.•Excava1e/Grade until the appropriate elevation and desired contours are achieved for the bottom and side slopes of the pond. St 1A• Cons&ttctthe fine enc S illwa in cut orstructurall stabilized soils. aP r9 Y P Y Y Step 11: InstanOutletPfpes, including downstream np-rap apron protection. Step Ira, Stabilize Exposed Soils with temporary seed mixtures appropriate for the pond buffer. Ali areas above the normal pool elevation should be permanently stabilized by hydroseeding or seeding over straw, Step I3,• Plantthe PondBulferArea, following the pondscaping plan (see Section 8.5 below). 8.2. Construction Inspection Multiple inspections are critical to ensure that stormwater ponds are properly constructed. Inspections are recommended during the following stages of construction: Pre -construction meeting Initial site preparation (including installation ofE&S controls) Erwvatice/Grading (interim and final elevations) Installation of the embankment the riser/primary spillway, and the outlet structure Implementation of the pondscaping pian and vegetative stabilization Final inspection (develop a punchlist for facility acceptance) A construction phase Inspection checklist for Wet Ponds can be accessed in at the CWP website at: http:/jwww.cwp.org/Resource I rary/Controtling-Runoff and Discharges/sm.htm (scroll to Too16: Plan Review, BMP Construction, and Maintenance Checklists) For larger wet ponds, use the expanded construction inspection form provided in Appendix 8 of CWP (2004). To facilitate maintenance, contractors should measure the actual constructed pond depth at three areas within the permanent poor (forebay, mid -pond and at the riser), and they should mark and geo-reference them on an as -built drawing. This simple data set will enable maintenance Inspectors to determine pond sediment deposition rates in order to schedule sediment deanouts. Cn o O Q � b M 0 o 0 C 0) M C m o 3 -;n N y N � o J was P zaQ)� z � a ct: zE Z 6 Q 4 p U) Q z�gzV_o� ���q-��i Ui-T U,�z w�wzzW? C Q R q ti W Z U Z DATE: Nov. 8, 2018 SCALE: 1" = 200' FILE NO. 0595 SHEET 6 OF 12 co 0 z cn L c! c -i zaQ)� z � a ct: zE Z 6 Q 4 p U) Q z�gzV_o� ���q-��i Ui-T U,�z w�wzzW? C Q R q ti W Z U Z DATE: Nov. 8, 2018 SCALE: 1" = 200' FILE NO. 0595 SHEET 6 OF 12 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 shalt 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. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion. 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shalt 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 alter installation. 6.5ediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres Surface runoff from disturbed ares that is comprised of flow from b S ce r� o o s a h drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin during a twenty five year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. 7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. 8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided, 10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment 11.8efore 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. Nonerodibie material shall be used for the construction of causeways and cofferdams Earthen rill 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 water course shall be stabilized immediately after work in the watercourse is completed 16. Underground utility linesshaii be installed in accordance with the following standards in addition to other applicable criteria: a. No more than 500 linear feet of trench may be opened at one time, b, Excavated material shall be placed on the uphill side of trenches. c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off-site property d Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e. Restabilization shall be accomplished in accordance with these regulations f.Applicable safety regulations shall be complied with, 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area, Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well as to larger land -disturbing activities 16.All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local program authority, Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 19, Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate ofstormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and critena: E & S CONTROL NARRATIVE Project Description This site is located at the intersection of McGhee Road and Welltdwn Road in Stonewall industrial Park. The purpose of this plan is to construct a 22,000 sf warehouse, parking, and outdoor storage, Existing Site Conditions This site has been mowed for several year and has some trees around the perimeter, There is an existing drainage easement on the northern side of the property that extends north onto the neighbor and over their sotimvrater management pond. The drainage eventually goes under Welitown road and I--81 and up e R ends in Hites n, n u Adjacent Parcels The adjacent parcels are large lot industrial uses. Soils This 10 acre lot contains four soil types determined from the USDA ,S oils Survey of Frederick County, VA,"The first is (#59) Carbo-Oakiet silt foams. The second is (#89)Chhowte Silty Clay Loams then #32B) Oaklet Silt foams and finally (#40B) Timberville Silt foams. This site is classified as a hydrologic soils group C These soils have medium erodibility and runoff. Erosion Control Program • Install construction entrance with wash rack • Install sediment basin • install diversion dikes and silt fence • Install the inlet and outlet protections • Grade site and seed all exposed surfaces immediately upon reaching final grade General Erosion and Sediment Control Notes (VESH Table 6-1) ES -1. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be constructed and maintained according to minimum standards and specifications of the Virginia 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 pian 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, A# 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, Fredenck County Note: The Public Works and Engineering Department will retain the right to add to or modify these erosion and sediment control measures during the construction process, within reason, to ensure adequate protection to the public and environment. STONE CONSTRUCTION ENTRANCE ]0' MIN. EXISTOID PAVEMENT A l S 5:1 'f FILTER CLDTN� V MILT AT MOUNTABLE BERM (UPTI➢NAL) SIDE ELEVATION TO• MIN. R a..o,.owry /M 30• Him x� POSITIVE RA IGMIK VDDT ' CC AGGREGATE D TO SEDIMENT ti I TRAPPING DEVICE + MUST WEND FULL WDTM OF OPERJ+I"TION AND ECREss PLAN VIEW 3' MIN. 3- MIN. PIPE OUTLET CONDITIONS aI {MIN.} 'IPE OUTLET TO WELL WINED CHANNEL I ,.�,y;�; �,a+�� . i..�•- :i=11111 sf a.v �t Har iaP •q s�ilA � SECTION A -A FMTER CLOI. , • I,,v rr• FOR LMVMM •w•,., ;�• NOTES:••11LIKING,1' •• • •R 1• WR •' 1 LENGTHBAI OR CONCRETE 2. La IS THE . R R USING PIATES • AND 318-4. MIRS , a..- STONE . .., Source:LESS THAN 6 INCHES. DSKC Plate TEMPORARY SEDIMENT BASIN MINIMUM STORAGE VOLUMEAND SEDIMENT STORAGE Drainage Area = 42 acres 67 C. Y.JAC DRY STORAGE = 75,978 cu.R. PROVIDED = 121,434 cu.tt. 706.5' 100-yr=704.0' 702.5' Spillway P Y 701.0` .. 8" DEWATERING DEVICE 67 C Y.JAC WET STORAGE 698, 0' 15" HDPE REQUIRED=75,978 cu. ft. 696.0' PROVIDED=96,929 cu.ft. 692.0' SEDIMENT CLEANOUT POINT ELEV. 596.0' 14-1 TEMPORARY DIVERSION DIKE 18" zein. 4.5' min. SOURCE: VA. DSWC 100-yrFLOOD OVERFLOW SPILLWAY - RUNOFFFOLLOWSEXIST_NGSWALE'# 6 AND ENTERS THE SAME STORMWA MR DRAINAGE 54SEMENTAND DETENTION ?_ _ FACILITIES AS BEFORE \ - ` �W77Z, ""IBS-i�OVerfiOW GRAPHIC SCALE Soil -Flow PLATE 3.09-1 SOILS MAP - 1 "-400' SYMBOL 14OBI"'. 1I`�I + CE 328 ' i r t 5B fill 1 , + i 1 58 r A .SITE / 8B r .s ;p 398 ' ` f ; 17L - r ? 32 B 3 CODE T V 1 r ' rj_ 88 1++ 3 r I OUTLET PROTECTION t I � r ! � ii E & S DEVICE QUANTITY CONSTRUCTION ENTRANCE 1 each LIMITS OF CLEARING & GRADING 11.0 ac PERMANENT SEEDING -44.2 ac WIRERTED P FENCE SU PO SILT NG 240 At INLET PROTECTION 3 each OUTLET PROTECTION 6 each DIVERSION DIKE 600 At SEDIMENT BASIN 1 each SOIL NAME HYDROLOGIC GROUP CARBO SILT LOAMS C CHILHOWIE SILTY CLAY LOAMS C AKLET SILT LOAM O S C 77MBERVILLE SILT LOAMS B CULVERT1 DIA, LENGTH Q -10-YR Velocity WIDTH A LENGTH WIDTH B STONE 1 18" 40' 13,2 cfs 7, 8 ftIs 4,5' 12' 13,5' 611 2 18" 50' 14.3 cfs 83 l'I 4.5' 14' 15.5' 6" EX. 3 E 15" 120' 25.5 CfS 10, 4 ft/s 7.5' 16' 18.5' 6" 4 24" 280' 35,2 Cfs 11.2 ft/s 6.0' 20` 22' 6" 5 15" 140' 1 10.9 CfS 1 8,5 CfS 4.0' 1 16' 1 20' 61' EXISTING COUNTY OF FREDERICK L�,PERMANENT DRAINGEAND PONDING EAS ;a= oQ C4 o C o 0 If! C O ko I �I o rg 0) M C w o (U © a v m 5 w ti o m ii 1y J o c t� TA Ln EO yQ CO O ¢ N cs 77 � r 4C2 o ti Z. :R:: �Z�2 wQ�w soo QC M U�^$�C4 w1,uQz www zt PC) a- U�Z� cQ )q�§tiviN Z 0 U) LU a Hd a O � � W U �LLJ LQ d '21 y ro V~j (^ Q -J O FILTER CLOTH SECTION A -A -.0 1 2a .�`rk�{.. ��_,..�'.?..'.. �-:.-r .- .-.-. --'--� _ _.. . � 'W_-•-~,-�.-' ,--.,." .":_':.�_-iF'.�.' ..�,.: �-=. ._--- .�9-.Q. `-SI-G_--... .�_.,_.._. - - _.-�...._._._--__... _-....- _.. ^ __ _..-__ -_.e- _J.��. _.______".-�_ _.-r-... /�..1. `_\I�. ' /t I � / "'�.�.a" -�..' r _ `�..,� � f._(t.T._ , i._ . t Itii3 DATE: Nov, 8, 2018 SCALE: 1 50, tGCGHEERO _TOISTANE F.731 3-61,4"135PoPNFILE NO, 0595 REINFORCED IN SPACE SHEET 7 OF 12SECTION B -B q 715y. __, _ .,_-_ ._ ,__....... _ __ ..__ -._ , .. __4 - _-__-------------- iF -� ------ -- -, -- 71S i U k Z4E dui W x � -� k O j W U { SIGHT i j 1 ( I I �' N m Ln CQ� Q ! b 4 tU 1 i i 0 Uko C � `�� E E Q z �W i O 710 i STOPPING i - t ! j k i I N w F cn ,_ _- i _ ..., ._ _n." - = e, ---' _ - - ;. > . n-. - i - f - - --- - - - - - - -- - - - ----- - - - -- -- - ---- - - -- E 710 O O �i! I O E 1 i SIGH SIGHT 1 S = W i � 1 i c'r 705 f W i { CG- 11 ENTRANCE t E i i g i _ _. _ S70PPlNG i 7 E OS O O 82' i w twi 18' 29 14'@2% 50' @ 2% 1 M 3 f ! i W �°^ � v 700 rfE i__ ___ f ca - ¢ i.___.____-_ - _I 700 c Lr Entrance Profile - Route 661, i i I LQ I Oi W i h i I b i t i 3 O h I t O E h C 4i N t 'F 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 6+00 6+50 7+00 7+50 8x-00 8+50 9+00 9+50 10+00 10+50 z W � SIGHT DISTANCE PROFILE FOR PROPOSED ENTRANCE � .�. ^ N x V h m N J ROUTE 661 - WELL TOWN ROAD - 45 MPH - 3 -LANE UNDIVIDED URBAN COLLECTOR r fi fi 565' SDR & 530'50L SIGHT DISTANCE & 360' STOPPING DISTANCE REQ'D t(i 715 715 2l0-= _ . ENTRANCE" i i SIGHTIA SIGHT STOPPING ! j j ; f tiR m `%p �y CG -11 STOPPING co 51' i 12' @ 2% 25' @ 2 710 z. _ ..... ...__. _ J --- -_-- --_----------__-! ----_ _�_ -=i _ _ ' _ -_ =1 710 O 0 Ln ? !_14'@2% Entrance Profile - Route F-732 705I F i i ; i s 5 70 _! _._�_ CWr _; w - 1 iri ZO Q Zi a, VDOT Entrance Notes: 700 j wo # i I i M 700 O O z g x cz 1. The VOOT field inspector shall approve all forms prior to pouring curb and gutter at entrance. H 2. The VDOT field inspector shall make the final decision on placement CG -12 ramps if he deems Q a them necessary, o I ( 3 z e a z 3. The stop bar shall be thermoplastic. —_ ! - ---- — ! _ k k 1 — o 4. The entrance shall be built to VDOT standard CG -11 Specifications. 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 W z S. Use VDOT detail WP -2 for tie-in to existing roadway pavement Contact the VDOT inspector prior SIGHT DISTANCE PROFILE FOR PROPOSED ENTRANCE a w to paving to determine applicable WP -2 r@ uirements. P g pp F-732 McGHEE ROAD 35 MPH 2 LANE LOCAL STREET z = a 6. VDOT Erosion and Sediment Control Contractor Certification is required. 390' INTERSECTION SIGHT DISTANCE & 250'STOPPING DISTANCE REQ'D o M w w 0--o U U -. - CO Cr 1g LIMI S 0 FULL DEP H PA EM ID IN ALO G F- 32 ALL BE '- - ! FH LL, 0 z" > a �, � 3. LU5 n � ER INE BY XCA ATI C N IN THE > ENCS OF A VDOT INSPECTOR --_ 0 ° o AND MA WH CORE SAMPLES 26 REQUIRED PER TAIL Q w w ww ClW�uww i • • rr EY .{ i w �rna+mrnrn Y N t _ t _- _-- - T E R Q'D -- POSTS OSTS ON BOTH SIDES OF ENTRANCE �� _ R TRAILERSALLOWED" TRACTOR _ , 241 .. t J_ '+ana.. b r ,. t _ -_ - 4:1-T_-- + I� j -_ CG -1 1,� ".,, MODERATE VOLUME « r _ E '� 8"J� STONE 0 ..- i d r PP' - – -- — " - ---- - -- -- .mss � � y„ LL - r -, r J r µ. , ;` _ . _ ; l i r . , "7- 4 J r 1 50' 50 r ,f % rr 1 1` t .� ;` � 501 - _ - - - _S_T0P'SIGN -- ''` _ - - rn s„. - �. orf � � � ..- .I40 - - �.:�� ,F t r .�'�, ,� t � - .. -- _ - - - STOP BAR t oM"\ -'�VriJ i V McGHEERp UCC so501 _%ice...` �"L�i 1J `� EJB O x D8 6 ---�� 8&5 P 867 Q`� VERIFY DEPTH OF ANY UTILITY LINES ���. ' � LOWER IT IF NECESSARY - — w --- ---- — __ 7f1 ©AAD AV _71 -__ WELL ROAD -ROUTE 661 4500 AADT T r- _ HATCHED AREA DENOTES -_------- ----_ ______-- _ ____--- ' ----- --- w s= ;A _ r -----=� 1 F, -- - �_ - LIMITS OF SURFACE V{RIA BLE WIDTH R. U. W. - 45 MPH --:`r q v -- _-� E, MILLING PER VDOT STANDARD WP -2 _ _ - -_ _-- x H ', ,rr ,' ,r' HATCHED AREA DENOTES J* Q —,_._ _.___ �� ` � � _ �, � � - _ _ _ _ ry _ � DATE: Nov. 2018 , {O 1J c' f LIMITS OF (>Y r t _. — — Lu -- - __ ___ _ SCALE: 1" = 20' r ") r MILLING PER VDOT �- _ _ - _ „� — ._ ��t, n ,.: 20 o Zo r' � �Q} <� l STANDARD WP -2 - �. r FILE NO. 0595 GRAPHIC SCALE f ; \ - rEET8 OF 12 GRAPHIC SCALE 120' m DATA PROVIDED BY ITE TRIP GENERATION MANUAL AND z14. tR Mus To eE As StAWN ! ( I i... Z - ITE AM PEAK HOUR PM PEAK HOUR � VOOT ANNUAL AVERAGE DAILY TRAFFIC VOLUME E577MATES LEFT TURN ANALYSIS SIDEWALK SECTION ZY� 2, eC-13 ROM con, App De"oi TO So IN OUT TOTAL i -Z IN OUT TOTAL Shy P: 635 Ile 1 t6U-. � co NOTE 5) '' '' :. 4"OF1M 19.OA CODE ITE USE AREA RIGHT TURN ROUTE 6&1 - WELL ROAD - URBAN COLLECTOR - 45 MPH POSTED . � m s� 150 WAREHOUSE 20,000 5f 27.- 42 29 71 CLYt@ di C9w&'NRi�• GnYifN 5 57 62 pC(VVAp6wAW SRyNbgN�, fOR CP €ip}rtEPt9WOSE5. ivE NW URE E220 SECTION A�w 80, PLAN VIEW 6" OF 21 8 COMPACTED TO 29 12' @ 29 ROUTE 861- McGHEE ROAD - LOCAL STREET - 35 MPH POSTED PHV = AADT x ll % MaaW ROADWAY SEEK 811 CONST: EQUIP. RENTAL 22,000 sf �- 2'- 6 "(CG - 6) 10 10 20 WI:1bi iVE tW($ Gi TEE INO SHOIAO W D Y' OTE CG -131 wW 7 15 22 axu o StOK CtuXCE _ _ ® - 0 8 PLM$ T ATE W N CMSTR' i OF A FLOW ARE A w010 f# JC qN BNMNF ROA9WAY G 0 95% DENSITY PHV = AADT x 11 % OPPOSING VOLUME RT 661 PHV = 4500 x 11 % = 495*0,5432 = 268 OPPOSING VOLUME F-732 PHV = 6700x 11% = 787*0.5 = 394 TOTALS 52 39 91 C Ui 12 72 84 CW4£CTIQYS. f p� NOT INTERSECTION S E v s_ e. WHEN C4 4)5 UE£O FOR 9TAEE1 CCNNEciW%S DS M CONSTPA-T CRANE CHARGES Vol. A PNegagoo G1RVE. RT 661 PHV = 4500 x 11 % = 495 BOTH ROADS 45 mph or LESS SECTION A - A `f f SUBGRADE FREE OF ORGANICS F-732 PHV Or 6700 x 11 % = 737R 661 (WELL TOWN) PHV LEFT TURNS = 8 ESTIMATED THAT 95% OF TRAFFIC WILL BE COMING TO/FROM ROUTE 11 MOMOSS IR NiEEg KARSs N & COMPACTED TO 100% DENSITY BOTH ROADS 45 mph or LESS F-732 (McGHEE) PHV LEFT TURNS =42 AND SPLIT EVENLY BETWEEN THE TWO ENTRANCES u.Ais Al- e a } RT 661 (OFFICE ENTRANCE) PHV RIGHT TURNS = 5 ttF 5.1 ROUTE 661 -EST PHV RIGHT TURNS - (IN) = 1, (OUT) = 8; EST. PHV LEFT TURNS (IN) = 5, (OUT) Or 1 HEAVY PAVEMENT ON SITE SECTION F-732 (WAREHOUSE ENTRANCE) ADT. PHV RIGHT TURNS =21 LEFT TURN LANES SHALL BE CONSIDERED WITH LEFT TURN PHV IS >100 FR -732 - EST, PHV RIGHT TURNS - (IN) = 42, (OUT) = 1, EST, PHV LEFT TURNS (IN) = 1, (OUT) = 65 woaAgot,uPOWsx ax T 20 NO TURN LANES 8. OR TAPERS REQUIRED F-732 - ®•.••,........ ...,...� ....� ....� ®.. ERT 661 100 200 304 400 Soo 600 F-732 McGhee Road Turn Lane Profile Temporary Traffic Control Plan Gary R. Oates - Verification No. 420917037 Entrance Plan General Notes: 1, This project is classified as a TMP Type "A" project. Traffic on the project is low-volume. The traffic volume for the Rte 861 is 1200 vehicles per day (2010 AADT_034) with an posted speed limit of 35 mph and Route 661 (Welltown Pike) with 4400 vehicle per day. 2, The project is located at the intersection of Route 861 and route 661 in Stonewall Industrial Park in Frederick County. 3. The work consists of installing a new moderate volume commercial entrance on each road. 4. The work zone will be approximately 100 feet in length for the entrance. 5. The work zone will consist of shoulder closures and temporary closure on the west bound shoulder of Route 861 and southbound shoulder of Route 661, following the Virginia Work Area Protection Manual (VWAPM) and the MUTED. 1 Closure o i allowed between :00 m to 3:00 m. Lane closures will not be allowed from noon the work da 6, The work zone will be in operation Monday through Friday, during day Tight hours with .ane c asu e lily being al e be we 9 a p y 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 levet Work Zone Safety Coordinator to monitor and maintain the work zone. & The shoulder closure will follow TTC-4.0 of the VWAPM. The lane closure will follow TTC-23 of the VWAPM. Signing project limits will follow TTC-53 of the VWAPM. 9, The contractor shall submit a detailed traffic control plan to VDOT for review 14 days prior to any construction on VDOT Right -of -Way. 10. The contractor shall maintain adequate access and sight distance to all properties. Emergency Vehicles and Postal Vehicles shall have access to properties at all times. 11. All equipment and material storage shall be located outside of the clear zone. The clear zone for this project is 30' beyond the edge of the existing pavement, 12. Entrances, Intersections,andPedestrian Access: The roads must remain open to traffic at all times during construction,The 10 shared use path adjacent to the work zone must remain open during construction. 13 The Contractor is responsible for designating a person assigned to the project who will have the primary responsibility,with sufficient authority, for implementing the TMP. 14. Contractor personnel assigned to the project must be trained in traffic control to a level commensurate with their responsibilities in accordance with VDOT's work zone traffic control training guidelines, 15. At a minimum, the Contractor shall perform daily reviews of the work zone to ensure compliance with contract documents and established specifications and standards. Typical Sections. - See Entrance design Plans Details - See Entrance Design Plans Schematic layout of work zone - See Entrance Design Plans Public Communications Plan u m s a. The Contractor shall notify the VDOT Project Manager/Residency Administrator of scheduled general work plans and traffic delays a minimum of seven (7) days prior implementation of the work. VDOT will provide project information to the Staunton District Public Affairs in advance of the start of construction and weekly updates by noon on Thursday for the following weeks work. Changes in the work plans shall be made immediately known to VDOT. b, The Contractor shall notify the VDOT Project Manager/Residency Administrator of specific work requiring lane shifts, lane closures and/or phase changes a minimum of two (2) working days prior to implementing that specific activity, Activities requiring height, width, and weight restr c i ns require notification ten (10) working days prior to the specific activity. c. The Contractor shall notify the VDOT Project Manager/Residency Administrator of any unscheduled traffic delays immediately upon knowing the change to the work schedule. Transportation Operations Plan - Not required. The work zone is less than '/2 mile in length. Section 2B.04 STOP Sign (RI -1} i all s e i shall an oeta on with a whitele end and border on a red background. Secondary legends Standard: When a sign is used o Indicate that traffic Is always required to stop, a STOP (RI -1) sign (are Figure 2B -i) shall be used. The STOP sign be g g kg y g shall not be used on STOP sign faces. If appropriate, a supplemental plaque (RI -3 or R14) shall he used to display a secondary legend. Such plaques (see Figure 28-1) shall have a white legend and border on a red background. If the number 'f correspond t o the actual number oflegs s controlled b STOP signs. At intersections where all approaches are of approach legs controlled by STOP signs at as intersections three or more, the numeral on the supplemental plaque, k used, shall eorre po o he m o g y g pp controlled b STOP signs Section 2111.07), 5a supplemental at la ue {I-3 or R14 shall he mounted below each STOP sign. 2Rt ;The ALL WAY (RI 4) supplemental plaque may be used instead of the 4 -WAY (RI -3) supplemental plaque. Support:The design and application of Stop Beacons are described in Section 4K.05. All STOP signs must be 30"00" In the Edinburg residency. Section 28.06 STOP Sign Placement a this ed location an he sign visibility is restricted a Ship Ahead sin see Section 2C.29 shall be Standard: The STOP sign shall be installed on the right side of the approach to which it applies. When the STOP sign Is installed t h s requn oca n d t g ty p g ( ) optimizing 't visibility t the road user it is intended to regulate. STOP signs and YIELD signs shall not be installed is advance of the STOP sign. The STOP sign shall be located as close as practical to the intersection It regulates, while opttm z ng t s vis I ty o ga 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. t6 containsadditional information about separate and combined mounting of other signs with STOP signs. Guidance_ Stop lines, when used to supplement a STOP sign, should be located at the point where the road user should stop (see Section 3$.16), If only one STOP sign is installed on an approach, the STOP sign should not be placed on the far side of the intersection. Where two roads intersect at an acute angle, the STOP sign should be positioned at an angle, or shielded, so that the legend is out of view of traffic to which it does not apply. Where there is a marked crosswalk at the 'intersection, the STOP should 6 install in advance of the crosswalk line nearest to the approaching traffic. sign ul e cdpp g Section 311^16 Stop and Yield Lines Standard: If used, stop lines shall consist of solid white lines extending across approach lanes to indicate the point at which the stop is intended or required t o be made. If used, yield lines (see Figure 311-14) shall consist of a row of solid white isosceles triangles pointing toward approaching vehicles extending across approach lanes to indicate the point at which the yield is Intended or required to be made. Stop lines should be 24 inches wide and white thermoplastic. Guidance: Stop lines should beusedto indicate the point behind which vehicles are required to stop, in compliance with a STOP (R1-1) sign, traffic control signal, or some other traffic control device, except YIELD signs. The individual triangles comprising the yield line should have a base of 300 to 600 mm (12 to 24 in) wide and a height equal to 1.5 times the base. The space between the triangles should be 75 to 300 mm (3 to 12 in). Here Pedestrians RI -5 orRI-5a sign. Option: Yield lints 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 i{. re to( } gn Guidance: If used, stop and yield lines should be placed a minimum of L2 in (4 ft) in advance of the nearest crosswalk line at controlled intersections, except for yield lines at roundabout intersections as provided form 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 yieldingpoint, but should be placed no more than 9 in (30 ft) nor less than 1.2 in (4 11) 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 61 to 15 in (20 to 50 it) in advance of the nearest crosswalk line, and parking should be prohibited in the area between the yield line and the crosswalk (see Figure 313-15). Stop lines at midblock signalized locations should be placed at least 12 in (40 f1) in advance of the nearest signal indication (see Section 4D15). Support: Drivers who yield tooclosc to crosswalks on mul4i-lane approaches place pedestrians at risk by blocking other drivers' views ofpedestrians. NCTES I rti5 = HLI .10 K PRECAST OR CAST 14 PL.0 2OT F TO RE CLASS A3 L OAST a 1,KE, C.. PTO PRECA4, 3_ LGM. 1:IR CMRJ S GUTTER T.11C A RKAVA GP 3. fEE: 4R LESS f1tho TAGS ti TOILET 1 DO nN0 fIX$ Ati RADIAL GONIA NATION atlp3 k "DO M LRE NEL ti ,tle TOT tY+EN-CFNXn GRA.I,Y£ 1.11B, T TOTT. GF THC CWT{ TO W}i R -ry 2E IR NSf (allot PFNKCEL TO TH SIO ° b:' SUtiRAEf AIEWR MA TO IRE OER iN 9F i!£ PFVENE N(. A _ Ilei Owte MAY 0£ USED ADEN MITI YrE 6 40 W. OR LESS On '= LwEl.AYS P19 45 Wet OR A LESS " "CA71OPED uR3An e SUHtWa AHC h3 E G.-- „esN SPEEOS DRG MB ECCCAOD Si4-0M) CC'] IS lowiREO. 0 e ,.•^'a t, n i I � ' I l E BOTTOM OF ,E 'IT) ASO TATER MAY 9E EDT$ YACIEO 'ATATIlL TO TILL 40-E 0. 'LealCOJRSEE PR VIDEO A WY.M D[i•IN Df 1" wT TNS AR Ei EMYON w CONCR4 G.64T6T AT TI£ OPTIHE £ R R1-1 6" OF 3000 PSI CONCRETE WITH #4 ala 16"O, C., EW. 6" OF21-B COMPACTED TO 95% DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL CONCRETE PAVEMENT AND APRON SECTION s, zr_t an -a u� amxso" in^. e^ :rxr 2a-4 Stop Sip (112-I) STOP sig s we intended for uu where traffic is reWthed to trop. The STOP Sign shall Be an Peagon with white Twowile and border on a rM background. The standard Diu sholl be 30 x 30 inches. Where greater cmphesk or Visibility is ,awned a larger, situ is mOnDraldded, .+( a mutow-n}' slop Interscctiac TECO- - .U"I'ml plait IRI-3).shoWd be mounted TIO w1OA ea.a STOP sign. 11 the numbs of approach legs BY the into s eC -s ill,. a nom• ow r ial"al on the ,Mppisnwmarg plow shall �o pond 'O'h' aemai nhmbe Of It,. or the legend ALL WAY al - O may be used, The sappighaTo ,plate shall havevehite inter, no a red ba kgroun_ and lintilati,e a standard -zc pr C r, 6Th hes (RI 3) or III x 6 inehe, (IR! -,II, A STOP sig §comm of otano..Y mey le.:.Gh,nne Ton will a STO° ioh n, dm6bed'n section 4E1. Secondary messages shad not be used oa STOP ;Bw faces, ROADSIDE SIGN Ruane DiE.TTICT i' M!NOP OROSSRC-..- cc -n xv z I � I z14. tR Mus To eE As StAWN ! ( I fl Zj 4t, Z - LU � SAWH ON FLNWI CC -2 OR w -a L ro % ApArSifO i0 LATCH TOY MCRArrA&E C4WR ca&TpWAnRN. SIDEWALK SECTION ZY� 2, eC-13 ROM con, App De"oi TO So oN i -Z LL C Shy P: 635 Ile 1 t6U-. � co NOTE 5) Q to 41 N to 1Pi9W tf4 __`_ RIW LP# <OR AW S•�CRME Sal . � m s� �-27o 27.- ( CLYt@ di C9w&'NRi�• GnYifN NOTE+WUTH "e-Y�pOn AS MMne£ WJJ-0WAT pC(VVAp6wAW SRyNbgN�, fOR CP €ip}rtEPt9WOSE5. ivE NW URE On TYRXWL SECTION A�w E%CF9T 80, PLAN VIEW 12' @ 29 12' @ 29 12' @ 29 12" OF 2 1 B MaaW ROADWAY SEEK lUFNiG itEpLLq(ttiNi$ OF NiripPA}E-0 KAVY'.6 TRKM T!E BEH1N fOR SAFWN.if i CRO NNIPS �- 2'- 6 "(CG - 6) F-732 McGhee Road Turn Lane Profile Temporary Traffic Control Plan Gary R. Oates - Verification No. 420917037 Entrance Plan General Notes: 1, This project is classified as a TMP Type "A" project. Traffic on the project is low-volume. The traffic volume for the Rte 861 is 1200 vehicles per day (2010 AADT_034) with an posted speed limit of 35 mph and Route 661 (Welltown Pike) with 4400 vehicle per day. 2, The project is located at the intersection of Route 861 and route 661 in Stonewall Industrial Park in Frederick County. 3. The work consists of installing a new moderate volume commercial entrance on each road. 4. The work zone will be approximately 100 feet in length for the entrance. 5. The work zone will consist of shoulder closures and temporary closure on the west bound shoulder of Route 861 and southbound shoulder of Route 661, following the Virginia Work Area Protection Manual (VWAPM) and the MUTED. 1 Closure o i allowed between :00 m to 3:00 m. Lane closures will not be allowed from noon the work da 6, The work zone will be in operation Monday through Friday, during day Tight hours with .ane c asu e lily being al e be we 9 a p y 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 levet Work Zone Safety Coordinator to monitor and maintain the work zone. & The shoulder closure will follow TTC-4.0 of the VWAPM. The lane closure will follow TTC-23 of the VWAPM. Signing project limits will follow TTC-53 of the VWAPM. 9, The contractor shall submit a detailed traffic control plan to VDOT for review 14 days prior to any construction on VDOT Right -of -Way. 10. The contractor shall maintain adequate access and sight distance to all properties. Emergency Vehicles and Postal Vehicles shall have access to properties at all times. 11. All equipment and material storage shall be located outside of the clear zone. The clear zone for this project is 30' beyond the edge of the existing pavement, 12. Entrances, Intersections,andPedestrian Access: The roads must remain open to traffic at all times during construction,The 10 shared use path adjacent to the work zone must remain open during construction. 13 The Contractor is responsible for designating a person assigned to the project who will have the primary responsibility,with sufficient authority, for implementing the TMP. 14. Contractor personnel assigned to the project must be trained in traffic control to a level commensurate with their responsibilities in accordance with VDOT's work zone traffic control training guidelines, 15. At a minimum, the Contractor shall perform daily reviews of the work zone to ensure compliance with contract documents and established specifications and standards. Typical Sections. - See Entrance design Plans Details - See Entrance Design Plans Schematic layout of work zone - See Entrance Design Plans Public Communications Plan u m s a. The Contractor shall notify the VDOT Project Manager/Residency Administrator of scheduled general work plans and traffic delays a minimum of seven (7) days prior implementation of the work. VDOT will provide project information to the Staunton District Public Affairs in advance of the start of construction and weekly updates by noon on Thursday for the following weeks work. Changes in the work plans shall be made immediately known to VDOT. b, The Contractor shall notify the VDOT Project Manager/Residency Administrator of specific work requiring lane shifts, lane closures and/or phase changes a minimum of two (2) working days prior to implementing that specific activity, Activities requiring height, width, and weight restr c i ns require notification ten (10) working days prior to the specific activity. c. The Contractor shall notify the VDOT Project Manager/Residency Administrator of any unscheduled traffic delays immediately upon knowing the change to the work schedule. Transportation Operations Plan - Not required. The work zone is less than '/2 mile in length. Section 2B.04 STOP Sign (RI -1} i all s e i shall an oeta on with a whitele end and border on a red background. Secondary legends Standard: When a sign is used o Indicate that traffic Is always required to stop, a STOP (RI -1) sign (are Figure 2B -i) shall be used. The STOP sign be g g kg y g shall not be used on STOP sign faces. If appropriate, a supplemental plaque (RI -3 or R14) shall he used to display a secondary legend. Such plaques (see Figure 28-1) shall have a white legend and border on a red background. If the number 'f correspond t o the actual number oflegs s controlled b STOP signs. At intersections where all approaches are of approach legs controlled by STOP signs at as intersections three or more, the numeral on the supplemental plaque, k used, shall eorre po o he m o g y g pp controlled b STOP signs Section 2111.07), 5a supplemental at la ue {I-3 or R14 shall he mounted below each STOP sign. 2Rt ;The ALL WAY (RI 4) supplemental plaque may be used instead of the 4 -WAY (RI -3) supplemental plaque. Support:The design and application of Stop Beacons are described in Section 4K.05. All STOP signs must be 30"00" In the Edinburg residency. Section 28.06 STOP Sign Placement a this ed location an he sign visibility is restricted a Ship Ahead sin see Section 2C.29 shall be Standard: The STOP sign shall be installed on the right side of the approach to which it applies. When the STOP sign Is installed t h s requn oca n d t g ty p g ( ) optimizing 't visibility t the road user it is intended to regulate. STOP signs and YIELD signs shall not be installed is advance of the STOP sign. The STOP sign shall be located as close as practical to the intersection It regulates, while opttm z ng t s vis I ty o ga 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. t6 containsadditional information about separate and combined mounting of other signs with STOP signs. Guidance_ Stop lines, when used to supplement a STOP sign, should be located at the point where the road user should stop (see Section 3$.16), If only one STOP sign is installed on an approach, the STOP sign should not be placed on the far side of the intersection. Where two roads intersect at an acute angle, the STOP sign should be positioned at an angle, or shielded, so that the legend is out of view of traffic to which it does not apply. Where there is a marked crosswalk at the 'intersection, the STOP should 6 install in advance of the crosswalk line nearest to the approaching traffic. sign ul e cdpp g Section 311^16 Stop and Yield Lines Standard: If used, stop lines shall consist of solid white lines extending across approach lanes to indicate the point at which the stop is intended or required t o be made. If used, yield lines (see Figure 311-14) shall consist of a row of solid white isosceles triangles pointing toward approaching vehicles extending across approach lanes to indicate the point at which the yield is Intended or required to be made. Stop lines should be 24 inches wide and white thermoplastic. Guidance: Stop lines should beusedto indicate the point behind which vehicles are required to stop, in compliance with a STOP (R1-1) sign, traffic control signal, or some other traffic control device, except YIELD signs. The individual triangles comprising the yield line should have a base of 300 to 600 mm (12 to 24 in) wide and a height equal to 1.5 times the base. The space between the triangles should be 75 to 300 mm (3 to 12 in). Here Pedestrians RI -5 orRI-5a sign. Option: Yield lints 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 i{. re to( } gn Guidance: If used, stop and yield lines should be placed a minimum of L2 in (4 ft) in advance of the nearest crosswalk line at controlled intersections, except for yield lines at roundabout intersections as provided form 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 yieldingpoint, but should be placed no more than 9 in (30 ft) nor less than 1.2 in (4 11) 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 61 to 15 in (20 to 50 it) in advance of the nearest crosswalk line, and parking should be prohibited in the area between the yield line and the crosswalk (see Figure 313-15). Stop lines at midblock signalized locations should be placed at least 12 in (40 f1) in advance of the nearest signal indication (see Section 4D15). Support: Drivers who yield tooclosc to crosswalks on mul4i-lane approaches place pedestrians at risk by blocking other drivers' views ofpedestrians. NCTES I rti5 = HLI .10 K PRECAST OR CAST 14 PL.0 2OT F TO RE CLASS A3 L OAST a 1,KE, C.. PTO PRECA4, 3_ LGM. 1:IR CMRJ S GUTTER T.11C A RKAVA GP 3. fEE: 4R LESS f1tho TAGS ti TOILET 1 DO nN0 fIX$ Ati RADIAL GONIA NATION atlp3 k "DO M LRE NEL ti ,tle TOT tY+EN-CFNXn GRA.I,Y£ 1.11B, T TOTT. GF THC CWT{ TO W}i R -ry 2E IR NSf (allot PFNKCEL TO TH SIO ° b:' SUtiRAEf AIEWR MA TO IRE OER iN 9F i!£ PFVENE N(. A _ Ilei Owte MAY 0£ USED ADEN MITI YrE 6 40 W. OR LESS On '= LwEl.AYS P19 45 Wet OR A LESS " "CA71OPED uR3An e SUHtWa AHC h3 E G.-- „esN SPEEOS DRG MB ECCCAOD Si4-0M) CC'] IS lowiREO. 0 e ,.•^'a t, n i I � ' I l E BOTTOM OF ,E 'IT) ASO TATER MAY 9E EDT$ YACIEO 'ATATIlL TO TILL 40-E 0. 'LealCOJRSEE PR VIDEO A WY.M D[i•IN Df 1" wT TNS AR Ei EMYON w CONCR4 G.64T6T AT TI£ OPTIHE £ R R1-1 6" OF 3000 PSI CONCRETE WITH #4 ala 16"O, C., EW. 6" OF21-B COMPACTED TO 95% DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL CONCRETE PAVEMENT AND APRON SECTION s, zr_t an -a u� amxso" in^. e^ :rxr 2a-4 Stop Sip (112-I) STOP sig s we intended for uu where traffic is reWthed to trop. The STOP Sign shall Be an Peagon with white Twowile and border on a rM background. The standard Diu sholl be 30 x 30 inches. Where greater cmphesk or Visibility is ,awned a larger, situ is mOnDraldded, .+( a mutow-n}' slop Interscctiac TECO- - .U"I'ml plait IRI-3).shoWd be mounted TIO w1OA ea.a STOP sign. 11 the numbs of approach legs BY the into s eC -s ill,. a nom• ow r ial"al on the ,Mppisnwmarg plow shall �o pond 'O'h' aemai nhmbe Of It,. or the legend ALL WAY al - O may be used, The sappighaTo ,plate shall havevehite inter, no a red ba kgroun_ and lintilati,e a standard -zc pr C r, 6Th hes (RI 3) or III x 6 inehe, (IR! -,II, A STOP sig §comm of otano..Y mey le.:.Gh,nne Ton will a STO° ioh n, dm6bed'n section 4E1. Secondary messages shad not be used oa STOP ;Bw faces, ROADSIDE SIGN Ruane DiE.TTICT i' M!NOP OROSSRC-..- cc -n xv z I � I 4" OF 3500 PSI CONCRETE W/ NATURAL SAND 4" OF 21-B COMPACTED TO tR Mus To eE As StAWN ! ( A wegod i YRARMI SAW OMEA de � AS MMLtE REMWFY (SEE BATE 31 GENERAL NOTES •MiR a 3i5 (ANDA)$ TO W AS i. WHEN WEO W tWUNCigN siMpA¢p cG GR w.i. ME a ted b1 TMS STN%t COD TO � SAWH ON FLNWI CC -2 OR w -a L ro % ApArSifO i0 LATCH TOY MCRArrA&E C4WR ca&TpWAnRN. SIDEWALK SECTION 35 2, eC-13 ROM con, App De"oi TO So 0 'WROMO•N AE"SMART, tSER WRN THS STAMDRW. Shy P: 635 Ile 1 t6U-. n M NOTE 5) UNPAVERSPACE O0. 3. MPBGAE P19WPT S1 t BF CON3TROGT£0 TO T1g to 1Pi9W tf4 __`_ RIW LP# <OR AW S•�CRME Sal € m s� Wo DAY BE odn'tRN THE ENTR/NCE YEt£NY pHet{ CIN 9E SCANTM5KK ( CLYt@ di C9w&'NRi�• GnYifN NOTE+WUTH "e-Y�pOn AS MMne£ WJJ-0WAT pC(VVAp6wAW SRyNbgN�, fOR CP €ip}rtEPt9WOSE5. ivE NW URE On TYRXWL SECTION A�w E%CF9T PLAN VIEW ENTRANCE NOTES � 6, wHEN Ted ENTRINCE RKw CMNOt CCObu00ATE iK MaaW ROADWAY SEEK lUFNiG itEpLLq(ttiNi$ OF NiripPA}E-0 KAVY'.6 TRKM T!E BEH1N fOR SAFWN.if i CRO NNIPS C d4Y) S"PAPAWALC DAIRYE LENTRAVi.ETO WI:1bi iVE tW($ Gi TEE INO SHOIAO W D Y' OTE CG -131 wW EOG£ GF PAYEL£Ni Ox OPtioN0. PtOw, EWE axu o StOK CtuXCE _ _ ® - 0 8 PLM$ T ATE W N CMSTR' i OF A FLOW ARE A w010 f# JC qN BNMNF ROA9WAY ^-- �- _ - (SEE -- Npif Y1 R E TW fl 6;ANEO 10 (+ROVOE PDSIT(VE OANN1Cf KA055 TW EW}RAWS. 70 9Z NA% O - -- _ 2. Tiff OE E N-0 MA.PfiM ENTRHICE LR.@E GINICFS 54PP° GDVWE-. -- 0 IM IT, IDES En IE o@ REOWN&C EKSOLE CAME TNµ£ i1gffi VK4£4 !i t%li ,WPLpAHLE 20 3TR£ET C Ui CW4£CTIQYS. S'MN. f p� NOT INTERSECTION S E v s_ e. WHEN C4 4)5 UE£O FOR 9TAEE1 CCNNEciW%S DS M CONSTPA-T CRANE CHARGES Vol. A PNegagoo G1RVE. tOhTlECipN MIST BE OESANfO W KCORONrLC WITH ',,W' PWCV Nq Tit NTLp.WtC flfIXBiEMENiS SECTION A - A yc„T B`•�„tT SOY MEME `1 slawcxi 9. OPTIONAL RIOWLwE WY go fE WMflrG OF A EYE To pOVOIL TO PROYRE PoSIbYE TWA%A6E U MOMOSS IR NiEEg KARSs N ALLOWABLE ENTRANCE GRADE CHANGES Y y u.Ais Al- e a } OCHrWCE EWBAVCE VOLUME ttF 5.1 E ' • s.'. D[g2ME SRAW.0 woona, Cp:CN4TE VD 0,1 3X woaAgot,uPOWsx ax SECTION C -C Low LCT$ ixAV 5M wD sez ax NOTIO uLO w%.0 CRIANIC4 ptNK 1.1 6 WT N`FLCNR£ TO STREET COMMOODOW, 2" OFSM-9,6A 3" OF BM -250 8" OF 21-B COMPACTED TO 95% DENSITY �f j SUSGRADE FREE OF ORGANICS & COMPACTED TO 100% DENSITY PRELIMINARY HEAVY PAVEMENT SECTION FOR VDOT ENTRANCE PAVEMENT DESIGN IS BASED DNA 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 50, THEN THE FINAL PAVEMENT DESIGN IS TO BE SUBMITTED BASED ON ACTUAL CBR VALUES OBTAINED USING VA TEST METHOD 8. CONTRACTOR WILL NOT INSTALL PAVEMENT OR CURBING WITHOUT INSPECT(ONTAND APPROVAL OF VDOT FIELD INSPECTOR. 6" OF30-D COMPACTED TO 95% DENSITY LAYER OF GEOSYNTHETICS 5200 SUBGRADE FREE OF ORGANICS & COMPACTED TO 100% DENSITY GRAVEL STORAGE YARD SECTION ' 4" OF 3500 PSI CONCRETE W/ NATURAL SAND 4" OF 21-B COMPACTED TO l' BRD A`TMRMMO ROPAWPSTNCNDS S {i 95910 DENSITY 3i5 Cf SUBGRADE FREE OF ORGANICS O & COMPACTED TO 95% DENSITY TYPICAL SIDEWALK SECTION 2" OFSM-9.5A 6'r OF21-B COMPACTED TO 95% DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 1009a DENSITY TYPICAL LIGHT PAVEMENT SECTION UNDER PARKING STALLS ONLY f C..TCO SlmcRaDE ] CONSTRUCTION JOINT DETAIL M MARET EATSOO Agail LAYERS t0 EASTwo YRSASE MOT REMMs Awn PRCPOSED hAWtT WIGEKNG LAYERS nto osFA AgALMOM i to, the, we Aral SRE'A c cohoar 6EE MITT£ 5) [ Ma"hlt1 V WCHES OR ontn"R AS NEC£ S RY TO WIT Tao Fit. iHCATITISS GF EXSiNK ASPNµT LAYERS A5 MICAL AL) By Dote$ :Sff NOtf 3i NOTES: ,. ASP T awl NEST iVtLL LANE A PAW RENT OESBON N ACCORDANCE WTH CORKNT VDOT PR0.SEWRES AND ME APPROVED BY TIS ENGINEER, E WNEeFIO E x NCRX 2 IK OteEMENT Argo', $WSUUACE StAP:MF_ THE C%STPiG NIT PROPO D P VEMENT Olkir BE CNARES5E at . LAYERS OF FXSiBW" PAVEMENT, 3, A IAAAM 0' Leaf: Tows o [OR 5 a41 OE S�X:f,9 N6 NMDA fi ITT fFMET'iAA9iiRAAI tMM 10 CELERIAC ITS TYRA NOT THIC%NESS Of CXKT� C T1fi NUACEST TRAVEL LAW ILL, DE AILED A Witted DEPTH OF I(r 011 NA REPLACED AIiH Ni IDMAYM.i SOLI COWSE TO MATCH iFE PAOPO}:P ",WMENI WiOKWM S,W, ZE OOIA95E, Oal o,.EO at Y4E SOLDIER, S K ENGINEER MAY Al OMYT lof NµllfG MPTX GF ntE ETSE TLRG PAVEMENT TO BY ADJUSTED 10 ACLYEW A4 AeCKI'LMIPAVIEWNi CROS -31.OPE NO ELF ME SWWE OYAMAGE, llofthwe PAVEMENT MLdiNIROS She MAYARS WITi4'. Tek PROACT Tal ;MN.L K RESTORED SET,tEC1 TO THE YMTATVMI OY flow EDGMEER. To R PA .T T C r i NT 5 5(.) ITE $C Cb'."ATpN$ EXCEPT THAT L 'TS 2, r 4 RNiSVc. Sc ASME4 £iM SH#t "WISM O Nf RIOTTEDV£. 5 OF EAA MOv WITH OF E L N g TATT TS J �AhGNS 4iKl OE iESTEp USAID A t0 f00i SfRh`GfTEDGE W ACCDf9NKE WITH Tei: REOV4iEW'NL$ Be $E4'rpN }L5.0>ia)R' THE a=aW UGUTTER CS llliiV�InnUfCURB Mali VRIXHh OE MITMENT OF TRN)SPORTATYIN �' 502 L2C1.03 METHOD OF TREATMENT (CONNECTION FOR STREET INTERSECTIONS AND CObk.AERCIAL ENTRANCES) Vasunk DEPARTMENT OR TRAIRP94. YATION l' BRD A`TMRMMO ROPAWPSTNCNDS S LF Q 3i5 Cf Z! 1 or t SEET t av t 2OJ.0i SOJ.02 O Uc _ C 35 o 0 W 60D RW YZo C Shy P: 635 Ile 1 t6U-. n M t^ tnAgThapirysiAaeen 'ahaax tTatOR ty Bel, _ to U Z� gi- C � C CS o 31 a) 0 @� C Ui ti i v s_ CZ J M O v U a=aW UGUTTER CS llliiV�InnUfCURB Mali VRIXHh OE MITMENT OF TRN)SPORTATYIN �' 502 L2C1.03 METHOD OF TREATMENT (CONNECTION FOR STREET INTERSECTIONS AND CObk.AERCIAL ENTRANCES) Vasunk DEPARTMENT OR TRAIRP94. YATION l' BRD A`TMRMMO ROPAWPSTNCNDS S PAVEMENT WIDENING VWppA DEPARTMENT OF TRtNSPNSTAMM E 3i5 At.SADN DATE Z! 1 or t SEET t av t 2OJ.0i SOJ.02 Retail DATE 4RC <TRY '.:540 _ 4w 5w ow 1690 35 P g ,ol �t Tr,feral T.MeCoal" .Sfrr4wr" •Otow "n n.5honfAn 7 tYo (Figure rt44,1) SYandarA 1 Hv if i lit k (n dd J'ilNI d i d i. H Y ( ) g Y ga hang s Mts Ln hathaVde al thv d �bher I d eh n 20AUAORF AHiaD (tV2o it RSGHI Y1104LDLR CL04hT3d.ltn 1D {1421 hPa Siianoli ot do..R day5Illl nsxttign f. nbllihmdyoebe requitrtx 1. th etWv For opershanulem tlmn3 Owe h duration, al sign a+u nbiles nilV omy h yRlrni ed tha. M nxh a the that Met, k king Owed and �eLFTat,(1Tt+td}LaScG`4tl„htyk3zv2i,§akL'Dign,nah BE added to mat sine. v n LS+f e t i lbdt f I 1£t. P ft ALI,J l t yr . p ng ! t TN1 GJ S rl . pr t -d Jn f................../ a' yl. o.M 9 J i m"'rc Lf , , }r nhttbffi x3 J,rekzs hu ^lr. I .n IMIR t•o r r rem t» a l.e m " t 7 x. f An a, Bo Ill Ailve, a,, h I' d E i -ate rt ll, .. * S,11WL._4 ._ ii 4 CatLU&.U&NI-Rt gleinbok 5 t eitlelo dazani »amtng slgnMi+shall nM he nuN insirad o[thy vohiek's dlM.y,ltfCNitY amh2r rafapnp 0 hi &Al'< AtaUng liU 4eb)al haavda n)ng tlgnaladan ire usetl to nuRNnmaM high -all -BY Afanr r.BOAng 034lny,4 nxutixtfrg lfghd. 6. TwAr 4,11,Q,)mdaha...IRItg d.,4w,PAIo,,hall B, at ho, AIhwing: T RAILan&hf I Spa d, Limp timate) Land Width (Foed y I 10 i9 12 '35 'ser 0'v _i_YOL tS3 Yt26- t3} 150 w tSo� - dC h s JBl 27Il 28S � "26 40'- 4RC <TRY '.:540 s4 4w 5w ow 1690 35 A0.$ 1-taoCOSOR no W 60D RW YZo 05 Shy P: 635 Ile 1 t6U-. ZO lib Ch 700 1 .40 t^ tnAgThapirysiAaeen 'ahaax tTatOR ty Bel, Wm T9 arm^ Ma',nim dheenned ing p.1e.I Won, Rpaed Limft(mpb) leca9on R.3i 36. Trvuiwa Spactr� 20': 40'_. x8tt TnevaWa 80a1n 40'- conehaw,ion ALanR8' fid'. ;2tt ' SPaPno DOE A. inc[otadd to This distance, to than .1 weed wD wagoo Do, %redo on roan: ay" whin Paved'01"'w o't navmp a width of 8 fate or mere•. Ali .... Being devkes zh.11 be u4W to t{pdD the shoulder In advance W the ."as, alto direct ASdBM w seen. t0 ..AN will the unaDded MY. 7. The buffer space length shalt bevy shown is Table 611,3 art Pig"JI-5 the paste speed Unlit, R A trod.-nowBed Idle ... Ear (kI1) In .$[ BE .11 TO IRA "Ann, hiM ITT Lm lted Aetee, higdwxpA and mvl(i One dw... will, pallid x,ad limb what 1 n Mr yrmn. than 45 reed for operation Ith il ...it. Rreattr than log minor', A, When a tall,road ine" me highway »'Imfn in, temPnrary tra tele 'Antral Done. addittnnai lanklatIll landlef detreA 0.11 he to d.1aedeA. t: iteY�We i_ UIIWIJ SEE Mr:t KE No?E smtiontry0'ant.Ha n.. It Shoulder (rlgem TTC-4.f) Prysb!i45 papa O<L52 AvdlI OVi A... '" GOOD TOY. I., SEAOOW VEHLOLe RECViREO A d-9(. HEMCNY SEE NOTE 0 ILVM1191ED FLASID[O A TAEr (CSlln6N MOLE! ITE" 'YPEBOitC 'Gd FVIOASSRAMNIE Tire eaDTr 6 z an,-x,R SEE rvOTF. x z N3•-fidR F 5Vz)d Thal TYwTA ( f i tNNR Chourn On D Taw-LIOD, Re dew, lAiM, Fluggrr (Fd Mo, ITC 210 r'm:kfefo-.- NOTES ahlo,t lord. p d - 1, 30 rhL ! psroiryn,dl Rt ph i.' d529Sdd" g B all1h C,- N r AArxe t^eJ. h,,L i Afny 0a,lire Ys / f ns*-J.v, IS aeA d" m: d.r a H.ro. nf) /t At. rr tit n h d r pnrd pz- i t r rn� halm r11 or N.aa . Ann nm „2 ,. .m.<. Mr c .,' rnrb .r:",Tu s ,N ron r J+n, )tru y: glr' La&r-Phi rr� _nbol sixr 'o3gar. <)lnfs R A' R" 't3" ,dfa fide n'Id'xM1' U-� n -be ToYd gtanda,L A P2agGinA }leiroua sinll bq located fill CIOURD iR advan'c of me work spam b pmnh approaching diPwIM Twiny s not lw to before to th i Light la s Se antl allow Dnitkkn' ban rHor Tiole 6Hx3 AMfiC..611 ka Iaat to remre¢fo the l'{xhf lase b�efm'e rea'bing dgM�g trx@c Rte¢ Tahb: "'o0i nag' -all S An ntral h I I xio .ef f Ilea Ili .e mol Vuiwn n tanl i had, pfm,cu nn Ae.n ptfotmiAga ggi gdtftm tR('asettled 6g dLQuahtic b to, Flagi, is) h C.A. apacing LILA,bI, .dsuMSgReredxgexiigprSrSgaatadM16091,01+10, IS 0SURE! T A shadoe Ychkor with at toter one high haanwlty ReEba lording, apltirNMAtt ouatnag light shdi be parked NO -12W in advance of floe. forst walk craw, lyl NnnS 8 eLIDl whateShine tilli%AT_'ona_l 10 t Q a 1,8,31 "U , or dBawd 20 4E f yJS^1Td"a!i �: Q.,,4,.-: 9 low gwne. fh'•JI ler .wP PFFPtY.119 it .TOP Ik -0).''y r I Paa'iLSga5Q1l jty3kbf )G, h,'h alir,,-"RWH.% n uhf£k lr.rm...a{n ifhnr pro ,t ]bnronin m Anarv. :ru.u,ddN.f f c . , ",ay jr'ma d,F TATA i nTJ, e k�IT Ufroufi.r rrye big, tr gm ,my..1 (' +(}r _ .hqu.( Y,( f tr t A, y. L SlIa.3+df o+emfir{JY]•uyn e.iL.3(In, Jto.aLAArnR la Sim tltl: d •.v,. n. M nigdt, Ilnygarxldtlaa�dui(Ae i8xaanxid, ezrrpi i n.mergeackr fxm 5ntum hL.DRy (3 $art; T wd9«,I_ufnelfi Aird ShS LAuo ClAsti on iN -Lxne Roadway Using nAleers (Fig ra'rt E:-23,1) Frgc Pi ;3 f A is Alii -d,',!34]5 z d (n (ti <9 j l� WC): i +ii Cl 4-i k a R p -t:j VN ! Pr 3 M W M C'3 -J-I Zt Vi DATE: Nov, 8, 2018 SCALE: 1" = 30' FILE NO. 0595 SHEET 9 OF 12 0 # Calculation �j Q 52/10 = 5 Impervious Area < 100,000 sf 1 per 2,000 sf o� Impervious Area > 100,000 sf 1 per 5,000 sf C 89 Green Area m Lot 1 5% of 10,000 = 500 sf I 587 sf = 5.8% provided b Kousa Dogwood ® Ln 25'+ 62 SY SycamoreOclat C- 0 2- Caliper ©p 17 RB Redbud Cercis Canadensis 2" Caliper 20'-30` 10 fo fo � M � >` ro p O o � N ) :3 � U) h bm M O C O AMM RC1 64 -j TREAT WOODEN PANELS WITH ��- �ti4 w m , s WATER SEALANT, P,<l x ►�j O011 Ln z T xC Z0 6z p TYPICAL 6' TALL BY 8' WIDE DOG-EARED FENCE PANEL, INSTALL ON 4'`X40X8' TREATED POSTS SET 3' DEEP, DUMPSTER & SCREENING FENCE DETAIL N. T S. TREAT WITH WATER SEALANT. TYPICAL 36" TALL PICKETS INSTALLED ON 4'X4'X5' TREATED POSTS SET 24a DEEP. Saucer OPTIONAL HEADLIGHT SCREENING FENCE IN PLACE OF (49) 36 it SHRUBS N.TS, PNne cut any dead or bmkme bwnclrae, remove wii maps. ho strum w J' all (TORI plan. %2-�J` mufsh ser tap of mot ba# 3 aq ual to 0r 1-2 airove grade. Remove cootemr, use ahcp blade to m ke tour !/4 � FREDERICK COUNTY FIRE MARSHAL NOTES SIGN TYPE "A" SIGN TYPE licit SIGN TYPE I'D" NO NO NO N� (� Ait1 PARKING PARKING PARKING STANDING STANDING STANDING D�i%3.7 Curb Desi-ynation. �!IiC're curbing IS provided adjacent t0 fire lane, It f1tUSt be O LC C p a SEC17ONDI01 GENERAL D101.1 Sto Fire apparatus access roads shalt be in accordance with this a ndixand all othera applicable requirements of the International Fire Code. o REQL1lDACCESs °' pp q PARKING + PARKING t Y V PARKING FIRE LANE FIRE LANE FIRE LANE -�► painted yellow within the limits of the fire lane, In areas without curbing a 6 Inch yellow 5 SECTIDND D1o2.1Arcessandkadtng -Facilities, buildingsorportionsofbuildingshereafterconstructedshallbeaccessibletofiredepartmentapparatusbywayofan OR OR OR line shall be applied to the edge of pavement Paint shall be highway traffic grade. +, a b approved Are appaiatusaccess road with an asphalt, concri?teorotl?erapproveddrivingsurfac, capable ot'supporting the imposedloadof fire apparatus0 weighing at least 75,000pounds(34050kg). STANDING STANDING STANDING 0 0 SECBONP103MINIMUM SPECIfVRONS ntD1031 LANE FIRE LANE FIRE LAIC E _ Access road width withahydrant -Where a firehydrantislocated on a Are apparatus access road, the minimum road width shallbe26feet(7925 mm), exclusive of shoulders (see figure 0103.1). LFIRE A No More Than 50 feetto �++ 6++ D103.2Grade Fire Exception. Gradessteeperl0percentasapprovedbytheAce mmmoBetween Signs111" ---- M E - apparatus access roads shatlnotexceedlOperrentingrade. than chief• D103.3 Turning Radius The turning be determined by the fire - minimum radius shall code ofAriat D103.4Dead Ends - Dead-end Are apparatus access roads in excess of 150 feet (45 720 mm) shall be provided with width and turnaround provisions in accordance with Table D103.4. Standard wording with Standard wording with Standard wording with n ( + 6 40 0 40 ? 't3 o tD o N TABLED103.4REQ01REMENTSfORDEAI} ENDf1REAPPAR4TUSACGESSROADS an arrow on the bottom an arrow on the bottom to the to the left. One no arrow. One sign to the >D pointing right pointing mounted parallel GRAPHIC SCALE c LENGTH(feet) WIDTHtleet) TURNAROUNDS REQUIRED One sign mounted to the line of sign mounted parallel to the line of curbing or line of curbing or ;a v n o 1. Length O'-150 parallel pavement a� a. 20' width , re uired q b. na turnarounttrequtred curbing or pavement pavement edge at edge at the end of the end df the painted area. g p area. ® Limits of Fire Lane P I I �' 7 Curbs shall be identified by a 6 inch Rolled curbs shall be Identified by a 6 Roads with no curbs shall be identified inch to the top. by 6 inch �7 � � N � m 2. Length 151'-St10' painted yellow paint stripe on the top and side. yellow paint stripe a yellow stripe. J p tD a. 20' width required i, b. Turnaroundrequired::120'hammerhead,60°Y; or96'diametercul-de-sac 3. Length501=750' a, 26'width required / LIGHT POLES ARE 25' IN HEIGHT, b. Turnaround required:120'hammerhead60'"r, or96'dametercul-de-sae 4. Iengthgreater750'' a. Specialapprovairequired LIGHT POLES LOCATED WITHIN THE GRAVEL YARD AREA SHALL BEl t DIo3.5fire apparatusaccess roadgates li INSTALLED ON CONCRETE BASES THAT ARE 24" MINIMUM DIAMTER j Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. The minimumgatewidth 5hallbe20feet(so96mm). EXTENDING AT LEAST a 42 ABOVE FINISHED GRADE, ANYLIGHTPOLE 2 GatesConst shauctll be of on o(gate swinging be or o fm ting type, ls that 3. Construdionafgatesshailbeofmaterfalsthatallow manual operatlonbyone person. NOT MEETING THIS BASE MINIMUM SHALL REQUIRE FOUR BOLLARDS A 1N 4, Gate components maintained in an operative condition at al/ times and replaced or repaired when defective. �° p p p „ PLACE WITHIN 24 AROUND THE POLE FOR PROTECTION. q� I� Co 5 Electric gatesshal(beequippedwithameansofopeningtheget,-bytiredepartmentpersonnelforemergencyaccess.Emergencyopeningdevices ZO to �� 'O 000 7%1), shall be approved by the fire code official, 6. Manual openinggatesshall not be locked with a padlock or chain and padlock unless theyare capable of beiryopenedbyineatis of forcible entry tools or when a key box containing the keyls) to the lack is installed at the gate location. 7 Locking device specifications shall be submitted for approval by the fire code official. 8. Electrirgate operators where provided shall be fisted in accordance with Ut 325. //( 10 z t �Q 9. Gates intended for automatic operation shall be designed, constructed and installed to comply with the requirements ofASTM F2200. D103.6Sgns. Where required by the Are code official, fire apparatus access roads shalt be marked with permanent NO PARKING- FIRE LANEsigns complying !ir/y0a with Figure D103.6 Signs shall Have a minimum dimension of 12 inches (305 mm) by 18 Inches (457 mm) high and have red letters on a white background Signs shalt be posted on one or both sides of the fire apparatus road as required hySection D103.61 or D10342, FUEL D1016.1 Roads20to 26 feetfn width -Fire lane *ns as specified in Section 1063 shallbe posted on both sites of the fire apparatus roads thatare 20 to r z 26feet wide. DI03.6.2Roads more than26teetln width -fire lane signs as specified in Section 1063shaJt be posted on one side of fire apparatus access roads moreo ® a o Q 4 > Cr Z than 26 feet wide and less than 32 feet wide. a � o q y p � � SECTIOND104 COMMERCIAL AND INDUSTRIAL DEVELOPMENTS - h ¢ > Q DStt41Buildings exceeding three stories or30feet inheight 1, �•,, 1• ., y Q z -a Z Buildings or facilities exceeding30 feet [9144 mm) or three stories in heightshall have at least two means of fire apparatus access for each structure. z Yv u a z D1042Buildingsexeeedt$2,tRRlsquarefaetlnarea 2. 2. U w O a Buildings or facilities having agross building area of more than 62,000 square feet (5760m2)sha11 be provided with two separate and approved fire apparatus W o q z o access roads Exception Pro)ectshaving agross building area of up to 124,000square feet (11520 m2) that have a single approved Are apparatus access road �--. zz z ©� x when all buildings are equipped throughout with approved automaticsprink(ersystems. WtB � o o n q © ~ D104.3 Remoteness $, $, '"" iN W W (� Where two fire apparatus access roads are required, theyshall be placed a distance apart equal to not less than one half of the length of the maximum (� (D overall diagonal dimension of the lot or area to be served, measured in a straight line between accesses. t0 F ca SEC17OND105AERi41FIREAPPARATUSAMESS ROADS ¢ D105.S Where required ry /411 U Where the vertical distance between the grade plane and the highest mot'surface exceeds 30 feet (9144 mm), approved aerial Are apparatus acce5s roads tJ O ! ! o Q F n shall be provided. Forpurposes of this section, the highest roof surface shall be determined by measurement to the eave of a pitched roof, the intersection of �a a n w v ivi "y the roof to the exterior wall, orthe tap ofparapet walls whichever, isgreater. .,� a n m D105.2WIdth Aerial fire apparatus access roads shall have a minimum unobstructed width of 26 feet (7925mm), exclusive ofshoulders in the immediate vicinity of the 20, 000 SF - SPRINKLED BUILDING QJ FDC w� 9 & p 0buildingorporuonthereof 24TALL za= O zz ¢ U)nF z �'D1053roto Atleast one of the required access routes meeting this condition shall be located within a minimum of 15 feet (4572 mm) and a maximum" feet (9144 3 Qzz > o a co mm) from the building, and shattbe positioned parotic) to one entire side of the building. The side of the buffdingon which the aerfa(fire apparatus access is by fire •� 2L, 000 SF - SPRINKLED BUILDING w z>w�xn o o a a q = o a a road positionedshallbe approved the code official D105.4Obstracdons 24'TALL n n LL n o n Ww Wow a <V) Overhead utilityand power lines shall not be located over the aerial fire apparatus access road or between the aerial Are apparatus road and the building m o }?n»S> Other obstructions shalt be permitted to be placed with the approval of the fire code official o u,W W 490.4 General requirements The following requirements shall apply to all construction Orland development activities in areas of the County to which this S s " FH rn rn m rn m article applies: ( A. Means of accessforfireDepartmen!apparatus, n v� (1} The means ofaccess tdrHre Depanmenrapparatus and personnel shall consist of fire lanes, private streets, streets, parking tot lanes ora combination thereof. (2) Parking in any means of access shall not bepermitted within 15 feet ofafire hydrant, sprink/erorstandpipe connection Orin anyothermanner which z z \ will obstructor interfere with the Fire Department's use of the hydrantorconnection, t (3) 'No parking°signs orapother designation indicating that parking is prohibited shall be provided at alt normal and emergencyaccess points to i q structures and within 15 feet of each fire hydrant, sprinkler or standpipe connection. \{ t0 B. fire lanes. (1) The Fire Marshal or hisJher designated representative, in concert with the local volunteer fire company, may designate both public and private fire �C'Q '© lanes as required for the efficient and effective use of fire apparatus. Said fire lanes shall be marked in a manner prescribed by the Fire Marshal or - -� his/her designated representative.ParkingInadesignatedfirelaneshal/be controlled by Chapter 158,Vehic/es and Traffic, of the Frederick County h Code. x x (2) fire tares shalt be at(east70 feet r'n width, with the road edge closest to the structure at teastl0 feet from the structure, be tonstrutted ofa hard x 1 x all-weather surface adequately designed to support any Erre apparatus likely to be operated in such Are lane Orbe ofsubsurface construction designed Q C3 to support the same toads as the above surfaces and be covered with no more than three inches of soil or sod, or both, and be designed with radii of sufficient length to aliowforsafe turning by any fire apparatuslikely to be operated on such fire lane. 0i 1 'f L'�j�ee© Z (3) Fire lanes connectingtopub/icstreetsroadways orprivatestreets shallbeprovidedwith curb cuts extendmgat least two feet beyondeachedge Of TOP VIEW HORIZONTAL q SECTION r i the fire lane. (4) Chains orotherbarriersmaybeprovidedattheentrancetofirelanesorprivatestreets,providedthattheyarefnstalledaccordingtothe �`j requirementsoftheAuthorityHavinglurisdiction. (`'► C W G Parkinglotlanes -Parking lot lanes shalt have a minimum of 15 feet clear width between rows ofparked vehicles for vehicularaccess and movement * + D. Location ofstructures (1) At least three industrial, structures with three ormore dwelling units cs' perimeter walls ofail commercial, public orsemipublic orresidential perstructure shall be within 200 feet of street, Are Jane, or private street O o c (2) Structures exceeding3Dfeet in heightshall not beset backmove than 50 feet from a street, fire lane or private street, (3) When any combination ofprivate fireprotectionfacilities, including butnotlimited to fine -resistive roofs fire separation walls, space separation and rte, J automatic Erre-extinguishingsystems, is provided, and approved by the fire Marshal orhisfherdesignated representative as an acceptable alternative,LL Subsection D(2)shaflnotapply. (4) The Fire Ma shalorhisJherdesignatedrepresentativemay,inconcertwiththelocatvolunteerfirecompany,requireatleasttwomeansofaaessfor Are apparatus to allcommercialandindustrialstructures: Those access waysshallmeetthe requirements ofSubsectionB(3). Landscaping for fire -fighting 6" DIA. PIPE FILLED Wf CONCRETE PAINT AN .Q � Wj {t} COATAN (5) orotherobstruchonsshallnotbeplacedamundstructuresorhydrantsinamannersoastoimpalrorimpedeaccessibility AND ENA CHATSS ENA _ !! anu�aperations. � ; ,,; � � TRAFFIC Yc' SOW FIC F. WaterMER PPIY (I) Witersupolysystemsshallbe de5ignedso as to be capabl, of supplying at least 1,000gallonsperminutp at 20poundspersquare inch. Water supplies shallbemade availableandoperationalbeforecombustiblesareonsite during construction. 2 fn areas developed with single family detached orduPlex dwelling units, there shallbe afire hydrant within 400 feet ofallunts In areas developed cRallo sur�Aoe i .".. - f •�'' -��FINISHEC}SURFAGF ( �' (' i I I LIGHTING SHALL CONFORM TO FREDERICK COUNTY ZONING q with three to five dwellingunits perstructure, there shall be a hydrant within 300 feet of all units. In areas developed with six ormore dwelling units ! ` ; 4 I ; G ! i (; ORDINANCE § 165-201.07 perstructure, there shallbeatleasttwo hydrants within 300feet ofallumtsInareas developed with industrialortommercialdevelopment(s),there / ` ,y �� o I i : ; ` i 3 U,t shalt be a hydrant within 30D feet ofa!! onions ofan sfiutture, Where one hydrant is dedicated to the operation ofa stand i e system, there shall Y F Y y P p p Y beat leastone otherhydrant meeting the distance requirements set forth above. The hydrant dedicated to the operation of the standpipe system shalt / ,� ., z z a t o ; I -- s _ r ; i 1 ; . , , .:. All outdoor lighting fixtures shall be designed, shielded aimed 9 g O i, -f r rf e o along Urfa not be farther than 50 feet from the standpipe. Distance measurements under this section shall be along ce ter me aadwaysu ac s raa gs surfaces meeting the requirements of Are lane (designated or undesignated) where appropriate, but in all cases access to each hydrant shall be directly from a "' , ` . •g SIDE VIEW _ INSTALLATION - r'�/1, Y, ; ,,,/ `�;%' w ^ a " wd o : I - - _ CAST PIPE IN RTP ER CONCRETE _FOOT - ' ! I ' : ; ' ; ; j ' , located and maintained to shield adjacent properties and to not produce glare onto adjacent properties or road rights-of-way roadway and/or Are lane. (3) Fire hydrants shaft be marked in accordance with the Frederick County Sanitation Authority policy, (4) Fire hydrantsLocatedinparkingareasshallbeprotectedbybarrfersthatwiltpreventphysicaldamagefromvehicles Z a < k VERTICAL f I I I ; ? Parkin lot fixtures and light fixtures on buildings shall be 9 9 9 full -cutoff (5) Fire hydrantsshallbelocatedwithmthree leetofthecurblineoffirelanesstreets orprivatestreets when fnstalledalongsuchaccess ways . /�[Isomml a°ttsamml'- SECTION DATE: Nov. 8, 2018 6s 7 7" Building -mounted or wall -pack lighting fixtures shall not be (B) Fire hydrantsshallbetnstalledinaccordance with thestandardsofthe Frederick CountySanitationAuthority (7) Threads on fire hydrant outlets shaliconformtoFrederick CountysanitatlonAuthoritypofiey. �o; �` �` e $ mounted more than 25 feet above the frnfshedgrade ofthe SCALE: 1" = 40` (8J Fire hydrants shall be supplied by not less than a sfxdnch diameter main. .'� L �� �, .� , 1 �<, a• , s s Iz• LIGHT POLE FIXTURE - FULL CUT-OFF building. These fixtures shall be shielded (full -cutoff) so that the F. Filrprotectionduringronstruryon.Trash, debris andothercombustlble matenalshallbe removedfrom the construction site as often as necessary to owG,Nw PPE BOLLARD MODEL # FARL-15OW-SOK-SF-IES light source is not visible from adjacent properties orroad FILE NO. 0595 maintain a firesafe construction site, s<.,,,o• ROUND SMOOTH WALL PACK LIGHTING OR EQUIVALENT rights-of-way. Non cutoff wall pack lighting fixtures shall not be G. Plans, Complete as site plansandp/ansoffire-suppressionsystemsshallbesubmittedtotheChiefBuilding0�cialandfire ' Ui2018 POLE BASE N r= =° WITH GLARE SHIELDING permitted. SHEET II OF 12 Mashal,orthefrrespectivedesignatedrepresentativesprior toissuance ofthe Analcertifftateofotcupancy ati aE EowwmGaO,,,;s OWI 0331 SOUTH aMLE-SX. MI 0720 ", Q MODEL #F-WP-5OW-5OK-BZ-HE �i I NOTE 1 F FUELING TANK i TYPICAL FUEL TANK THRU#BOLT WIRE TIES AT EACH SIDE OF POST (SPACED 21--0" MAX. BETWEEN POSTS) COILED SPRING REINrORC:NO TENSION WIRE FENCE FABRICS INSTALL TO :WITHIN 1-1 /2' OF FINISHED GRADE, TYP. THREE STRANDS OF BARBED WIRE AT TOP OFF NCE ftAi & . i CONCRETE MOW STRIP WHERE OCCURS NOTEti_ R. CIX�'Rsll lC K siM . 1 u c . n1.A L. os15 PPI Asr 1 CCkI^ fOb !F 6Will.N t 1U xa cz'cva">s..vi ar"in° ra+ As row mIn aim 4 aee� " + ra+ use m .1Z me roc 9 . mow a . � cw+s�m,rre .w4 -"I n rnue wrx a"IM1T IXi VtfRR LL ha f;_ q Gt gVHp. !&^NFn13 #O i5 APx IX{ LAS,, t, V. C p AYUA4 k $V6ViG V "'�if6S 4v excemca s�rroaw 5. 1 ;-+ is rsa�co, _ a _ C�io h4(A MA 0[GONCRft[ ry— a r,a vTia� o« r ¢ ecKnAcme COMBINATION 6" CURB, Fx GUTT;-R VFtQN9 "�NU?dt${i CC 14LYSPJn*Ai GN A 4" OFIM-19,OA E 6" OF21-B COMPACTED TO / 95% DENSITY f SUBGRADE FREE OF ORGANICS ` & COMPACTED TO 100% DENSITY HEAVY PAVEMENT ON SITE SECTION 6" OF 3000 PSI CONCRETE WITH #4 §a 16"O.C, E.W, 6" OF 21-B COMPACTED TO 95% DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL CONCRETE PAVEMENT AND APRON SECTION r • / r • r • ai�� �r1r��!I OF r J PSI CONCRETE W1 FIBERFEW V 00 R�ti�!RC i • • / a f ti'r`�j'� 95% DENSITY CONCRETE BORDER BETWEEN PAVEMENT AND GRAVEL YARD DETAIL 2" OFSM-9.5A 3" OF BM -25.0 8" OF 21-8 COMPACTED TO 95% DENSITY SUBGRADE FREE OF ORGANICS j & COMPACTED TO 100YYo DENSITY PRELIMINARY HEAVY PAVEMENT SECTION FOR VDOT ENTRANCE PAVEMENT DESIGN IS BASED ON A CBR VALUE OF 6 WHICH IS TYPICAL FOR FREDERICK COUNTY. THE VDOT FIELD INSPECTOR MAY REQUIRE THE "FLEXIBLE PAVEMENT DESIGN WORKSHEET" PER THE '2000 PAVEMENT DESIGN GUIDE" BASED ON OBSERVED FIELD CONDITIONS. IF 50, THEN THE FINAL PAVEMENT DESIGN IS TO BE SUBMITTED BASED ON ACTTIAL CBR VALUES OBTAINED USING VA TEST METHOD 8. CONTRACTOR WILL NOT INSTALL PAVEMENT OR CURBING WITHOUT INSPE 0 A -ND APPROVAL OF VDOT FIELD INSPECTOR. 6" OF 30-D COMPACTED TO 95% DENSITY LAYER OF GEOSYNTHETICS 5200 SUBGRADE FREE OF ORGANICS & COMPACTED T0100% DENSITY GRAVEL STORAGE YARD SEC770N 4" OF 3500 PSI CONCRETE W/ NATURAL SAND 4" OF 21-8 COMPACTED TO A O' V 95% DENSITY / SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL SIDEWALK SECTION e Q z42 ti Q r, t W E� W �.a �f fi O z: �i I NOTE 1 F FUELING TANK i TYPICAL FUEL TANK THRU#BOLT WIRE TIES AT EACH SIDE OF POST (SPACED 21--0" MAX. BETWEEN POSTS) COILED SPRING REINrORC:NO TENSION WIRE FENCE FABRICS INSTALL TO :WITHIN 1-1 /2' OF FINISHED GRADE, TYP. THREE STRANDS OF BARBED WIRE AT TOP OFF NCE ftAi & . i CONCRETE MOW STRIP WHERE OCCURS NOTEti_ R. CIX�'Rsll lC K siM . 1 u c . n1.A L. os15 PPI Asr 1 CCkI^ fOb !F 6Will.N t 1U xa cz'cva">s..vi ar"in° ra+ As row mIn aim 4 aee� " + ra+ use m .1Z me roc 9 . mow a . � cw+s�m,rre .w4 -"I n rnue wrx a"IM1T IXi VtfRR LL ha f;_ q Gt gVHp. !&^NFn13 #O i5 APx IX{ LAS,, t, V. C p AYUA4 k $V6ViG V "'�if6S 4v excemca s�rroaw 5. 1 ;-+ is rsa�co, _ a _ C�io h4(A MA 0[GONCRft[ ry— a r,a vTia� o« r ¢ ecKnAcme COMBINATION 6" CURB, Fx GUTT;-R VFtQN9 "�NU?dt${i CC 14LYSPJn*Ai GN A 4" OFIM-19,OA E 6" OF21-B COMPACTED TO / 95% DENSITY f SUBGRADE FREE OF ORGANICS ` & COMPACTED TO 100% DENSITY HEAVY PAVEMENT ON SITE SECTION 6" OF 3000 PSI CONCRETE WITH #4 §a 16"O.C, E.W, 6" OF 21-B COMPACTED TO 95% DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL CONCRETE PAVEMENT AND APRON SECTION r • / r • r • ai�� �r1r��!I OF r J PSI CONCRETE W1 FIBERFEW V 00 R�ti�!RC i • • / a f ti'r`�j'� 95% DENSITY CONCRETE BORDER BETWEEN PAVEMENT AND GRAVEL YARD DETAIL 2" OFSM-9.5A 3" OF BM -25.0 8" OF 21-8 COMPACTED TO 95% DENSITY SUBGRADE FREE OF ORGANICS j & COMPACTED TO 100YYo DENSITY PRELIMINARY HEAVY PAVEMENT SECTION FOR VDOT ENTRANCE PAVEMENT DESIGN IS BASED ON A CBR VALUE OF 6 WHICH IS TYPICAL FOR FREDERICK COUNTY. THE VDOT FIELD INSPECTOR MAY REQUIRE THE "FLEXIBLE PAVEMENT DESIGN WORKSHEET" PER THE '2000 PAVEMENT DESIGN GUIDE" BASED ON OBSERVED FIELD CONDITIONS. IF 50, THEN THE FINAL PAVEMENT DESIGN IS TO BE SUBMITTED BASED ON ACTTIAL CBR VALUES OBTAINED USING VA TEST METHOD 8. CONTRACTOR WILL NOT INSTALL PAVEMENT OR CURBING WITHOUT INSPE 0 A -ND APPROVAL OF VDOT FIELD INSPECTOR. 6" OF 30-D COMPACTED TO 95% DENSITY LAYER OF GEOSYNTHETICS 5200 SUBGRADE FREE OF ORGANICS & COMPACTED T0100% DENSITY GRAVEL STORAGE YARD SEC770N 4" OF 3500 PSI CONCRETE W/ NATURAL SAND 4" OF 21-8 COMPACTED TO A O' V 95% DENSITY / SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY . i CONCRETE MOW STRIP WHERE OCCURS NOTEti_ R. CIX�'Rsll lC K siM . 1 u c . n1.A L. os15 PPI Asr 1 CCkI^ fOb !F 6Will.N t 1U xa cz'cva">s..vi ar"in° ra+ As row mIn aim 4 aee� " + ra+ use m .1Z me roc 9 . mow a . � cw+s�m,rre .w4 -"I n rnue wrx a"IM1T IXi VtfRR LL ha f;_ q Gt gVHp. !&^NFn13 #O i5 APx IX{ LAS,, t, V. C p AYUA4 k $V6ViG V "'�if6S 4v excemca s�rroaw 5. 1 ;-+ is rsa�co, _ a _ C�io h4(A MA 0[GONCRft[ ry— a r,a vTia� o« r ¢ ecKnAcme COMBINATION 6" CURB, Fx GUTT;-R VFtQN9 "�NU?dt${i CC 14LYSPJn*Ai GN A 4" OFIM-19,OA E 6" OF21-B COMPACTED TO / 95% DENSITY f SUBGRADE FREE OF ORGANICS ` & COMPACTED TO 100% DENSITY HEAVY PAVEMENT ON SITE SECTION 6" OF 3000 PSI CONCRETE WITH #4 §a 16"O.C, E.W, 6" OF 21-B COMPACTED TO 95% DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL CONCRETE PAVEMENT AND APRON SECTION r • / r • r • ai�� �r1r��!I OF r J PSI CONCRETE W1 FIBERFEW V 00 R�ti�!RC i • • / a f ti'r`�j'� 95% DENSITY CONCRETE BORDER BETWEEN PAVEMENT AND GRAVEL YARD DETAIL 2" OFSM-9.5A 3" OF BM -25.0 8" OF 21-8 COMPACTED TO 95% DENSITY SUBGRADE FREE OF ORGANICS j & COMPACTED TO 100YYo DENSITY PRELIMINARY HEAVY PAVEMENT SECTION FOR VDOT ENTRANCE PAVEMENT DESIGN IS BASED ON A CBR VALUE OF 6 WHICH IS TYPICAL FOR FREDERICK COUNTY. THE VDOT FIELD INSPECTOR MAY REQUIRE THE "FLEXIBLE PAVEMENT DESIGN WORKSHEET" PER THE '2000 PAVEMENT DESIGN GUIDE" BASED ON OBSERVED FIELD CONDITIONS. IF 50, THEN THE FINAL PAVEMENT DESIGN IS TO BE SUBMITTED BASED ON ACTTIAL CBR VALUES OBTAINED USING VA TEST METHOD 8. CONTRACTOR WILL NOT INSTALL PAVEMENT OR CURBING WITHOUT INSPE 0 A -ND APPROVAL OF VDOT FIELD INSPECTOR. 6" OF 30-D COMPACTED TO 95% DENSITY LAYER OF GEOSYNTHETICS 5200 SUBGRADE FREE OF ORGANICS & COMPACTED T0100% DENSITY GRAVEL STORAGE YARD SEC770N 2" OFSM-9.5A 6" OF 21-B COMPACTED TO 95% DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 1009'o DENSITY TYPICAL LIGHT PAVEMENT SECTION UNDER PARKING STALLS ONLY o� C w O o 0 _0 C C1 c� C p O N C, :3 i M y 1 'D ac's J C? s z Q ur w i Q-ZS4 Q u wgwzz�gc'' tiQgzZ=,;(xi ..0 C�QppyQ 4" OF 3500 PSI CONCRETE W/ NATURAL SAND 4" OF 21-8 COMPACTED TO A O' V 95% DENSITY / SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL SIDEWALK SECTION 2" OFSM-9.5A 6" OF 21-B COMPACTED TO 95% DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 1009'o DENSITY TYPICAL LIGHT PAVEMENT SECTION UNDER PARKING STALLS ONLY o� C w O o 0 _0 C C1 c� C p O N C, :3 i M y 1 'D ac's J C? s z Q ur w i Q-ZS4 Q u wgwzz�gc'' tiQgzZ=,;(xi ..0 C�QppyQ DATE: Nov. 8, 2018 SCALE: 1" = 40' FILE NO. 0595 SHEET 12 OF 12 O' V � e Q z42 ti Q W E� W �.a O DATE: Nov. 8, 2018 SCALE: 1" = 40' FILE NO. 0595 SHEET 12 OF 12