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HomeMy WebLinkAbout23-17 Site PlanPlan Revisions Date Comment 6-27-2017 REVISED PER FC PUBLIC WORKS COMMENTS 7-18-2017 REVISED PER CLIENT 7-24-2017 REVISED PER FCSA COMMENTS 9-15-2017 REVISED PER FC INSPECTION DEPT. COMMENTS 9-15-2017 REVISED PER FC PLANNING DEPT, COMMENTS 4 E&S Narrative, Phase I& II 1 6-27-2017 5 E&S Notes & Details 1 6-27-2017 8 Site Plan 3 9-15-2017 7 Grading Plan 1 7-18-2017 8 Water Quality Plan 9 Storm Sewer & Utility Profiles 2 7-24-2017 10 Storm Sewer Computations 1 7-18-2017 11 Site Details 9-15-2017 12 FCSA Details 13 Landscape Plan CALL "MISS UTILITY" VIRGINIA UTILITY PROTECTION SERVICE (VUPS) AT 811 OR 1-800-552-7001,48 HOURS PRIOR TO THE START OF WORK. EXCAVATORS MUST NOTIFY ALL PUBLIC UTILITY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATING OR BLASTING AND HAVE THOSE FACILITIES LOCATED BY THE UTILITY COMPANIES PRIOR TO COMMENCING EXCAVATION, THE EXCAVATOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL COUNTY REQUIREMENTS, VIRGINIA CODE AND REGULATIONS. UTILITY NOTICE REQUIRED Contractors shall notify all public utility operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the operators of underground utility lines appear below. These numbers shall also be used to serve in an emergency condition Water/Sewer: Frederick Water P.O. Box 1877 Winchester, VA. 22604 (540) 868-1061 Power: Rappahannock Electric Coop 137 Kelly Court Front Royal, VA 22630 1-800-552-3904 Phone: Verizon P.O. Box 17398 Baltimore, MD 21297 (301) 954-6282 Gas: Shenandoah Gas Co, P.O. Box 2400 Winchester, VA 22604 (540) 869-1111 i¢. SITE NT PLAIklq'#23�17 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA KICINITY MAP SCALE: 1" = 1000' OWNER HWP LLC 8040 INDUSTRIAL PARK CT, BRISTOW, VA 20136 703-209-7688 DEVELOPER GUARANTY SELF STORAGE 18752 UPPER MEADOW DR_ LESSBURG VA, 20176 709-973-7390 Sheet List Table Sheet Sheet Title Number Rev. Rev. Nn Tla+a 1 Cover Sheet 1 9-15-2017 2 General Notes 1 9-15-2017 3 Boundary and Existing Topo 4 E&S Narrative, Phase I& II 1 6-27-2017 5 E&S Notes & Details 1 6-27-2017 8 Site Plan 3 9-15-2017 7 Grading Plan 1 7-18-2017 8 Water Quality Plan 9 Storm Sewer & Utility Profiles 2 7-24-2017 10 Storm Sewer Computations 1 7-18-2017 11 Site Details 9-15-2017 12 FCSA Details 13 Landscape Plan 1 9-15-2017 14 Life Safety Plan 15 Site Lighting Plan SITE PLAN APPROVAL NAME MTr DATE 2-12Z'17 SITE PLAN NUMBER 23-1,7 APPROVALS ZONING ADMINISTRATOR DATE THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF PLANNING APPROVAL, Ey PQW w O 9r W a 0 A W U) z Q c Q RM 3 'PROVED PLS SFP 2 2 2017 ENWAY ENGINEEF3 Lic. No. 32809 I DATE: sept 20, 2017 1 SCALE: , N/A DESIGNED BY JNT FILE NO. 002BGS SHEET 1 OF 15 17-17 I f � .. GENERAL NOTES FDOT GENERAL NOTES PROJECT NOTES LECEND 1. Greenway Engineering, Inc- (GE) issued this plan set based on project criteria dictated by the client and municipal codes. This plan set is not considered complete or appropriate for Vl. All work on this project shall conform to the current editions of and latest revisions to EXISTING INTERMEDIATE CONTOUR _ e ® --330 N w construction until ALL net.essary agencies have given approval AND this plan set is signed and the Virginia De, P 1 sa ao E g .p artment of Transportation {VDOT) Road and Bridge Specifications and COUNTY IN5I'ECTION DEPARTMENT NOTES EXISTING INDEX CONTOUR �"" 330 m N ap o sealed by a licensed professional. Any work, planning, scheduling, material purchases and/or Standards, the Virginia Erosion and Sediment Control Regulations, and any other FREDERI9C N N N 0 construction prior to approvals and licensed/professional sealing will be performed at the risk applicable state federal or local regulations. In case of a discrepancy or conflict between PROPOSED CONTOUR 400 a s: of the Standards BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE SECTIONS 311, _ of the personnel changes work. GE shall be head harmless from and costs, time delay or Specifications and Regulations, the most stringent shall govern. S STORAGE AND SECTION 304, B-BUSINESS USE GROUPS OF THE INTERNATIONAL BUILDING EXISTING EDGE OF PAVEMENT ---- - - - - - - = mo N m seals.and/material changes Incurred on work started before this plea set receives approvals and V2. All construction shall comply with the latest U.S. Department of Labor Occupational CODE 2012. OTHER CODE THAT APPLIES 19 ICC A117.1-3-09 ACCESSIBLE AND USABLE BUILDINGS PROPOSED EDGE OF PAVEMENT T> �0 3 2. Methods and materials used in the construction of the improvements herein shall conform to Safety and Health Administration {OSHA), and Virginia Occupational Safety &Health (NOSH) AND FACiLiTTES AND INTERNATIONAL ENERGY CODE 2012. c 4 5i m Rules and Regulations. EXISTING CURB AND GUTTER -�- 8 �..� - current County Construction Standards and Specifications and/or current VDOT Standards and DEMOLITION PERMITS REQUIRED TO REMOVE EXISTING HOTEL FOUNDATIONS. PROPOSED CURB AND GUTTER -- Z C rn Specifications. V3. When working within V➢OT right-of-way, all traffic control, whether permanent or Q t c d u 3. The Engineer shall not have control over or charge of and shall not be responsible for temporary, shall be in accordance with the current edition of VDOT's Work Area TRANSITION TO REVERSE CURB - m construction means, methods, techniques, sequences or procedures nor for safety precautions Protection Manual. A transportation management plan needs to be submitted for WITH ALD STORY SELF STORAGE FACILITY SHALL MEET HEIGHT AND AREA REQUIREMENTS OF T503 t and programs in connection with work shown on these plans. The Engineer is not responsible approval and land use permit issued prior to any execution of work within the VDOT WITH ALLOWABLE INCREASES. QUESTION ON BUILDING H WITH 33,fA0 SQ FT AND BUILDING EXISTING TELEPHONE LINE --r---r----r----r--- for the contractor's schedules or failure to carry out the work. The Engineer is not responsible right of way. LIMITATIONS PER VA CONSTRUCTION CODE, SECTION 506. FIRE AREA EXCEEDS THE ALLOWABLE PROPOSED TELEPHONE LINE for acts of omissions of the contractor, subcontractor, or their agents or employees, or any AREA WITHOUT INSTALLATION OF A SPRINKLER SYSTEM. FIRE BARRIERS SHALL BE INSTALLED AS _T-T V4 The developer shall be responsible for relocating, at his expense, an and all utilities REQUIRED UNDER SECTION 707, VIRGINIA CONSTRUCTION CODE, TO REDUCE THE FIRE AREA. ALL EXISTING STORM SEWER WITH INLET other person performing portions of the work. P P 8 p pp 4. The Contractor, Owner or Developer shall be responsible for securing any third party including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private FACILITIES SHALL BE ACCESSIBLE. LESS THAN 200 UNITS ON SITE REQUIRES A 19NIMUM OF 5% OF / public utility companies. It is the sole responsibility of the developer to locate and ALL UNITS TO BE ACCESSIBLE. TOTAL SELF STORAGE UNITS EXCEEDING 200 UNITS SHALL PROVIDE PROPOSED STORM SEWER WITH INLET inspection/testing service to insure construction compliance with these plans and specifications. identify utilityfacilities or items that may be in conflict with the proposed construction 10% FOR THE FIRST 200, THEN AN ADDITIONAL 2% OF THE TOTAL AMOUNT OF UNITS OVER 200. EXISTING SANITARY SEWER WITH MANHOLE-_s-®__s-- -s--® It is Greenway Engineering's recommendation that a third party inspection/testing service be activity. VDOTapprovalof these plans does not indemnify the developer from this j employed to ensure that project is completed and materials installed meet the details and responsibility. specifications in these plans. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE. TWO MEANS OF EGRESS SHALL BE PROVIDED AT A PROPOSED SANITARY SEWER WITH MANHOLE Z�- 5. The location of existing utilities shown in these plans are taken from existing records. It shall V5. Design features relating to field construction, regulations, and Control or safety of MINIMUM DUE TO TRAVEL DISTANCE. PROPOSED SAN, LAT. CLEANOUT -�- S S a H be the contractors responsibility to verify the exact horizontal and vertical location of all traffic may be sub'ect to change as deemed necessary by VDOT. Any additional expense ACCESSIBLE PARHING AND UNLOADING SHA EXISTING --E----E----E----E -- " W existing utilities as needed prior to construction. The contractor shall be responsible for the Incurred as a result of any field revision shall be the responsibility of the developer. SS LL NOT EXCEED 2% SLOPE (T.48). ACCESSIBLE VAN TIN ELECTRIC SERVICE SPACE PROVIDED AS REQUIRED. PARKING IS PROVIDED IN ACCORDANCE WITH T1106.1(1) OF THE y () PROPOSED ELECTRIC SERVICE e e Wy digging of all test holes that may be required, whether recommended or not by these plans, to IBC. MAX SLOPE OF PARKING AND UNLOADING SHALL NOT EXCEED 2%. SIGNAGE FOR PARKING LU determine the exact location and elevation of existing utilities. If any conflicts arising from V6. If required by the local VDOT Land Development Office, apre-construction conference this existing utility verification or if during the course of construction, any object of an shall be arranged and held by the engineer and/or developer with the attendance of the SHALL HE PROVIDED AS REQUIRED PER USBC 1106.8 @ISTING GAS IlNE c=-=-c----c----c=-- H unusual nature is encountered, the contractor shall cease work in that area and immediately contractor (s), various County agencies, utility companies and VDOT prior to initiation of PROPOSED GAS LINE notify Greenway Engineering at 540 662-4185 and/or the proper authority. Greenwaywork. WALKWAYS SHALL MAINTAIN A 1:20 SLOPE, CURB RAMPS SHALL MAINTAIN A 1:12 SLOPE. y y g g ( ) / P p y' ACCESSIBLE CURB RAMPS SHALL MEET ANSI A 117.1-09, SECTION 408.1. A LANDING WITH A EXISTING WATERLINE W/ TEE--w----w-- WA Engineering or any engineer associated with these plans shall not be responsible or liable for V7. The contractor shall notify the local VDOT Land Development Office when work is to MINIMUM OF 36" DEPTH SHALL BE PROVIDED AT THE TOP AND BOTTOM OF THE RAMP. Ti zy any construction cost that may be associated with the installation or reinstallation any utility begin or cease for any undetermined length of time. VDOT requires and shall receive 48 RAMPS EXCEEDING 6" RISE SHALL BE PROVIDED WITH HANDRAILS ON BOTH SIDES WITH HANDRAIL PROPOSED WATERLINE W/ TEE w-r-r w or other improvements if not notified of any discrepancies between actual field conditions and hours advance notice prior to any required or requested inspection. EXTENSIONS AS REQUIRED PER ANSI A117.1-09 EXISTING FIRE HYDRANT/VALVE/METER C& 0 i W the approved plan. 6. The approval of these plans in no way relieve the developer, the contractor, or their agents of V8. The contractor shall notify the Traffic Operations Center at (540) 332-9500 for an ALL STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VA DESIGN PROPOSED FIRE HYDRANT/VALVE/METER C& 0 (D any legal responsibility which may be required by the code of Virginia or any other ordinance traffic control plan that impacts a VDOT maintained Interstate or Primary roadway to PROFESSIONAL PROPOSED REDUCER w enacted by the County nor does it guarantee the issuance of any required permit by the provide notification of the installation and removal of the work zone. County, VDOT or any other Agency. SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF IBC SHALL APPLY TO THIS TYPE OF PROPERTY LINE 7. An approved set of plans and all applicable permits must be available at the construction site V9. The contractor shall be responsible for maintaining a VDOT permitted temporary at all times during construction. A representative of the developer must be available at all construction entrance(s) in accordance with Section 3.02 of the Virginia Erosion and STRUCTURE. (SOILS, CONCRETE, STEEL ETC.) EXISTING EASEMENT - times Sediment Control Handbook. Furthermore, access to other properties affected by this PROPOSED EASEMENT B. Prior to the initiation of any land disturbing activities the Developer, the Contractor or the project shall be maintained through construction. PUBLIC RESTROOMS SHALL BE PROVIDED AS REQUIRED T2901. ---_-- Responsible Land Disturber shall obtain a Land Disturbance Permit from the County Engineer's VIC. Contractor shall ensure adequate drainage is achieved and maintained on the site PROPOSED CENTERLINE - office. The Contractor, Developer or his agent shall be responsible for obtaining a Virginia during and at five end of construction. EISTiNG CENTERLINE - - - - - Stormwater Management Program (VSMP) Permit and shall be responsible for the registration of EXISTING TREE LINE the construction site as required by law. They shall also be responsible for obtaining and V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a ' maintaining on site a Stormwater Pollution Prevention Plan (SWPPP). The approval of these plans minimum thirty-six (36) inches cover and when possible shall be installed under roadway FLOW LINE in no way relieves the developer or his agent of the responsibilities contained in the Virginia drainage facilities at conflict points. V12. An unusual subsurface conditions e. FENCELIKE -x x -x x -x - Erosion and Sediment Control Handbook. Y ( g., unsuitable soils, springs, sinkholes, voids, � � caves, etc.) encountered during the course of construction shall be immediately brought EXISTING UTILITY POLE/GUIDE WIRE 9. The Developer or his agent shall be responsible for obtaining any required permits from the to the attention of the engineer and VDOT. Work shall cease in that vicinity until an Virginia Department of Environmental Quality (DEQ) or the United States Army Corp of Engineers adequate design can be determined by the engineer and approved by VDOT. EXISTING TELEPHONE PEDESTAL for any plan wetland disturbance as shown on these plans. They shall also be responsible the V13. An fill areas, borrow material and undercut areas shall be inspected and approved b SIGNS identification and delineation of any wetlands that may be present on the construction site. a VDOT representative prior to placement of fill. A VDOT representative shall be present PARSING INDICATOR 10. The contractor shall provide adequate means of cleaning mud from trucks and/or other to insure the soil sample(s) obtained for CBR's is representative of the location. When soil INDICATES THE NUMBER OF TYP. PARSING SPACES equipment prior to entering public streets, and it is the contractors responsibility to clean samples are submitted to private laboratories for testing, the samples shall be clearly , streets, allay dust, and to take whatever measures are necessary to insure that public streets identified and labeled as belonging to a project to be accepted by VDOT and that testing iii are maintained in a clean, mud and dust free condition at all times. shall be performed in accordance with all applicable VDOT standards and procedures. HANDICAP PARSING 11. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation (VDOT) and Frederick County prior to any construction activities within existing V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches VEIIICLES PER DAY COUNT S00 State right-of-way. shall be compacted in accordance with the lift thicknesses, density and moisture 12. The developer will be responsible for any damage to the existing streets and utilities which requirements as specified in the current VDOT Road and Bridge Specifications. Certified E� occurs as a result of his construction project within or contiguous to the existing copies of test reports shall be submitted to VDOT daily, unless specified otherwise. PROPOSED BURRING ENTRANCE U right-of-way. V15. ns a Standard pe and UD underdrains shall be installed where indicated on these 13. Warning signs, markers, barricades or flagmen should be in accordance with the State and Federal Manual on Uniform Traffic Control Devices (MUTCD). plans and/or as specified by VDOT. SANITARY MANHOLE IDENTIFIER 12 0 C-+ Z 14. The ex ward rails and paved ditches itl ~ act location of all g pwill be determined by VDOT personnel. V16. A post installation visual/video camera inspection shall be conducted by the = "A joint inspection will be held with the Developer, County Representatives, and Representatives Contractor on all pipes identified on the plans as storm sewer pipe and a select number of the Virginia Department of Transportation VDOT to determine if and where F p l STORM DRAIN STRUCTURE IDENTIFIER a g p p (VDOT) .guard rail of pipe culverts. or pipe culverts, a minimum of one pipe installation for each size of and/or paved ditches will be needed, The developer will be responsible for providing guardrail each material type will be inspected or ten percent of the total amount for each size 735 4 W U, --I > and material type summarized All pipe installations on the plans not identified as storm EXISTING SPOT ELEVATION )( E'` � l- <C and paved ditches as determined by this joint inspection. Refer to Virginia Department of sewer pipe shall be considered as culvert pipe for inspection Purposes. Additional testing 5N O Q Transportation (VDOT) Guard Rail and Paved Ditch Specifications. may be required as directed by the Area Land Use Engineer or their representative. PROPOSED SPOT ELEVATION 3 Z 15. All unsuitable material shall be removed from the construction limits of the site plan before X W Z placing embankment. V17. The installation of any entrances and mailboxes within any dedicated street W w 16. All pavement sections shown on these approved plans are based on a minimum CBR value of 6 right-of-way shall meet VDOT minimum design standards and is the responsibility of the LIGHT POLE and are for preliminary design only. Final pavement design shall be based upon actual field developer. 1. � O tested CBR values. The Contractor or Developer shall be responsible for field tests per VDOT v/ to CJ standards to obtain actual CBR values for final design. Final pavement designs will be approved V18. Prior to VDOT acceptance of any streets, all required street signage and/or pavement W UJ a by VDOT and/or the Owner/Developer, which ever applicable, prior to installation. markings shall be installed by the developer in accordance with the Manual On Uniform W_ 17. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The Traffic Control Devices. PROJECT INFORMATION O i Z L a pipe shall be minimum 6" diameter and conform to VDOT standard SB-1. V19. The developer shall provide the VDOT Land Development Office with a lint of 11 a P P p a 18. When grading is proposed within easements of utilities, letters of permission from all involved material sources prior to the start of construction. Copies of all invoices for materials PARCEL IDENTIFICATION NO. 54-A-99I Z W companies must be provided to the County Public Works Department prior to issuance of utilized within any dedicated street right-of-way must be provided to the local VDOT r/r STREET ADDRESS: 345 Gateway Drive W Q grading and/or site development permits. Land Development Office prior to acceptance of the work. Unit and total prices may be FCSA CONSTRUCTION NOTES' PROJECT SITE AREA: 4.3750 ACRES 19. Notification shall be given to the appropriate utility company prior to construction of water obscured. DISTURBED AREA: 3.8 ACRES Z and/or sanitary sewer lines. Information should also be obtained from the appropriate V20. gregate base and subbase materials shall be placed on sub rade by means of a I. The Authority's Water and Sewer Standards and Specifications are available at CURRENT ZONING: B2 O G" authority concerning permits, cut sheets, and connections to e9 xisting lines. g www.fcsa-water.com. E' mec anical spreader. Density will be determined using the density control strip in CURRENT USE: VACANT � 20. The Developer and/or Contractor shall be responsible to supply all utility companies with accordance with Section 304 of the VDOT Road and Bridge Specifications and TTM-10. A PROPOSED USE: SELF VACANT copies of the approved plans and advise them that all grading shall conform to the approved certified compaction technician shall perform these tests. Certified copies of test reports 2. The contractor shall adhere to the Authority's standards and specifications in effect at plans, and further that the utility companies shall be responsible for horning these plans and shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone the time of construction. REQUIRED USE SHALL CONFORM the finished grades in the installation of their utility lines. depths, a VDOT representative shall be notified and given the opportunity to be present Q RED SETBACKS: M TO 21. All utilities to be located underground. during the construction and testing of the density control strip. 3. The contractor shall coordinate with and arrange for inspection by the Authority. FRONT: 50' REQUIREMENTS SPECIFIED IN V 22. Contractors shall notify operators who maintain underground utility lines in the area of REAR: - SECTION 165-207.18 ro osed excavating or blasting at least two 2 working days, but not more than ten 10 V21. Asphalt concrete pavements shall be placed in accordance with Section 315 of the g y g SIDE: - STORAGE 65- T P P g g O g y ' ( ) VDOT Road and Bride Specifications. Densityshall be determined usingthe densit 4. The contractor shall connect a new sewer line to an existing manhole b core drilling Li IES, SELF working days, prior to commencement of excavation or demolition. control strip as specified in Section 315 anVTM-76. A certified compction technician the manhole. PROVIDED SETBACKS: STORAGE OF THE FREDERICK 23. The developer will be responsible for the relocation of any utilities which is required as a shall perform these tests. Certified copies of test reports shall be submitted to VDOT FRONT: 50 result of his project. The relocation should be done prior tc construction. daily, unless specifie otherwise. A VDOT representative shall be notified and given the 5. A new water (or forced sewer) main shall be connected to an existing main by a wet SIDE: - COUNTY ZONING ORDINANCE. 24. All parking lot/street light and dry utility design shall be performed and provided separately opportunity to be present during the construction and testing of the control strip. tap. The Authority shall furnish all needed material and make the tap. An Application REAR: by others. All dry utility and or lighting information shown hereon is as specified by others for Wet Tap shall be submitted and the initial fee paid before tap is made. ALL SIGNS SHALL CONFORM and is included for informational purposes only, as directed by the Owner, Developer and/or V22. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) MAXIMUM BUILDING HEIGHT: 35' TO SECTION 165- p yy 201.06 OF public agency requirements. Greenway Engineering has not performed the lighting and/or dry inches and larger shall be explored below the bottom of the excavation to determine the 6. Exact locations o€ water and; sewer services on new lines are to be coordinated with the type and condition of the foundation. The contractor shall report findings of foundation PROPOSED BUILDING HEIGHT: 10' THE FREDERICK COUNTY /� n' utility design and does not warrant and is not responsible for the degree and/or adequacy of pp g Authority's inspector. �10 IED PLA V illumination on this project. or the adequacy of the dry utility to service the site. exploration to the engineer and VDOT for approval prier to platin pipe. Foundation SUBDIVISION AND ZONING r �_d �J designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or PARKING SETBACK: PROVIDED ORDINANCES 25. All sanitary sewers, water mains and appurtenances shall be constructed in accordance with otherwise unsuitable foundation is encountered, the foundation design and or need for 7. The Authority's maintenance division shall furnish and install all water meters through / FRONT: 10' 35 the current standards and specifications of the Frederick County Sanitation Authority. foundation stabilization shall. be determined by the engineer and approved by VDOT. 2 inch in size.. It is the contractor's responsibility to have the meter box assembly SPP 2 2 2017 26. All stormwater piping and structures shown on these plans are only accurate to the inlet or installed correctly. Before a permanent meter is installed: : 5 24H REAR' ALL BUILDING HEIGHTS SHALL manhole locations as shown hereon. Detail design of stormwater structures were not provided V23. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on properly g SIDE: 5' 15' CONFORM TO SECTION e C _ F a. -The meter box, with its frame and cover, must bealigned with the to Greenway Engineering. Actual pipe alignments will be based upon developed structural shop these plans in accordance with VDOT's installation criteria. Final approval pofpthe coppersetter. 165-201.03 OF THE FREDERICK ''41 �A!A`� PNGINEERIP„ drawings as provided by the manufacturer. Contractor shall make adjustments to pipe guardrail layout to be given by VDOT after grading is mostly complete. b. The frame and cover shall be set to final grade. SIGN SETBACK: 10' COUNTY SUBDIVISION AND alignments base on provided shop drawings. Greenway Engineering will not be held responsible c. The distance between the top of the cover and the coppersetter shall be ZONING ORDINANCES or liable for any discrepancies or changes caused by the structural design. Contractor may V24. Approval of these plans shall expire five (5) years from the date of the approval between 18 and 21 inches, submit shop drawings to Greenway Engineering for review and approval at contractor's expense. letter. d. All components of the meter box assembly shall be in proper working order. FAR CALCULATION: TOTAL LOT AREA = 4.3750 ACRES=190 575 SF Shop drawings will be reviewed for compliance with design plans. The Owner or Developer will ,033 SF Rev, No. Date TOTAL FLOOR AREA = 77 be responsible for any redesign as a result of structural shop drawing design. V25. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans 8. For services that connect to existing lines: i 9-15-2017 27. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" and/or as specified by VDOT. a. The Authority shall furnish and install: BUILDING AREA/LOT AREA = 0.40 < 1.0 per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be V26. The foundations for all box culverts shall be investigated b means of exploratory 1. all 5/8'x3/4", 1", 1 W and 2" water services certified by a registered professional engineer and results submitted to Frederick County prior y P y 2. all sewer services. PARKING REQUIRED: 3 at OFFICE PLUS 1 PER EMPLOYEE =4 TLO D to pavement construction. If a geotechnical report has been prepared, it should supersede the borings advanced below proposed foundation elevation to determine the type and P g p P P P condition of the foundation. The contractor shall submit copies of borehole logs and b. The owner/developer shall: PARKING PROVIDED: 8 SPACES requirements in this note. report findings of foundation exploration to the engineer and VDOT for approval prior to L coordinate (or have the contractor coordinate) the location of the service 28. Refer to Geotechnical Engineer for methods, materials and details for construction of all constructing box. Foundation designs shall comply with VDOT Road and Bride Standard ADA PARKING PROVIDED: 1 SPACES g g P y' $ lateral with the Authority's engineering assistant earthwork activities. PB-1. Contrary to the Standard, where rock is encountered and cast-in-place box is 2, submit an Application for Service and pay the required fees. U RANDY L. KEPLER 29. Any retaining wall 2 ft. or greater in height shall require the issuance of a separate building proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or LANDSCAPED AREA CALCULATIONS: REQUIRED 15% _ .6563 ACRES OR 28,586 SF �o LlC. permit. otherwise unsuitable foundation is encountered, the foundation design and/or need for NO. 32809 g 9. All water service lines must have a backflow prevention assembly (double check valve or 4.375 Acres PROPOSED 31% = 1.37 ACRES OR 59,677 SF A 30. Construction debris shall be containerized in accordance with the Virginia Fitter Control Act; foundation stabilization shall be determined by the engineer and approved by VDOT. RPZ, as required). The assembly must meet ASSE standard number 1015 or 1013. ril- no no less than one litter receptacle shall be provided at the construction site. 4 )• y PREVIOUS APPROVALS: MDP#13-07, SP#85-07, SP#63-08 S.S 31. These plans identify the location of all known. gravesites. Gravesites shown on this plan will 6 be protected in accordance with state law. In the event gravesites are discovered during 10. All fire lines must have a backflow prevention assembly (detector double check valve or BUILDING NOTES: ZONAL construction, the owner and engineer must be notified immediately. RPZ, as required). The assembly shall meet ASSE standard number 1048 or 1047. Any 32. Individual sign permits will be required from the Zoning Office for all free standing and/or exterior, privately owned fire line shall also have a fire service meter. The assembly shall be 1 facade signs prior to erecting the sign and may require a separate building permit.. installed immediately before the backflow prevention unit. Radio read remotes are required. ARCHITECTURAL TO BE FINALIZED AT TIME OF BUILDING PERMIT. DATE: SEPT 20, 2017 TRIP CENERATION DATA 2.. ALL PORTIONS OF STORAGE BUILDING ARE TO BE CONSIDERED CLASS USE TRIP RATE VPD 11. The Authority shall review the mechanical plan(s) for design and material approval of a NON-OCCUPIED STORAGE SPACES. building's: 3. INDIVIDUAL UNITS WITHIN THE SELF-STORAGE BUILDING SHALL NOT EXCEED SCALE: N/A FIRE MARSHALS NOTE a. domestic water meter and its backflow prevention device, and/or its 1,000 SQUARE FEET (SF) IN AREA. 710 OFFICE 800 S.F. 11.01PER 1000SF 8.80 b. fire service line's backflow prevention device. 150 SELF STORAGE/WAREHOUSE 77,000 S.F. 4.96 PER 1000SF 381 FCSA PROJECT INFORMATION DESIGNED BY: JNT Fire lane markings and sSgnale: 12. DEQ. must also approve sewer pump stations. FCSA requires a copy of DEQ's Certificate to Any "No Parking" signs and yellow painted curb locations will be installed Operate and a co of the stations DE approved 0&M Manual. These documents must WATER AND SANITARY SEWER USAGE Calculation of demand/discharge P copy Q PP WATER DEMAND FILE N0. 0028GS by field inspection at the direction of the Fire Marshal's Office. TOTAL 391 be received before substantial completion is issued and water meters released. •Residnetial: 235 gpd per connection WATER DEMAND 300 GPD *Commercial: 75 gpd per 1,000 sf SHEET 2 OF 15 OCT 2011 SANITARY SEWER DISCHARGE 300 GPD *Industrial: 25 gpd 0 10 persons per acre TAKEN FROM ITE TRIP GENERATION 9TH EDITION SEWER DISCHARGE Sewer discharge equals water demand 17-17 AJ1 VD1Vli IX, 0__U1ll.Ll' PROJECT DESCRIPTION THE WINCHESTER GATEWAY IS Lf. OCATED ON THE NORTH SIDE OF BERRYVILLE PIKE ROUTE 7 IN FREDERICK COUNTY VIRGINIA AND IS WITHIN THE STONEWALL MAGISTERIAL DISTRICT. THIS PROPERTY IS IDENTIFIED IN THE FREDERICK COUNTY TAX MAPS AS PROPERTY IDENTIFICATION NUMBERS 54 -(A) -99I AND CURRENTLY ZONED GENERAL BUSINESS (132). THE LAND DISTURBANCE PROPOSED WITHIN THIS PLAN IS STRICTLY FOR THE CONSTRUCTION OF A SELF STORAGE FACILITY AND ASSOCIATED PARKING/TRAVEL WAYS EXISITNG SITE CONDITIONS THE TERRAIN OF THIS PROPERTY IS GENTLY SLOPING. WITHIN THE SITE AREA THE DRAINAGE WHICH FLOWS SOUTH OFFISTYE TO OUTFALL OFF SITE INTO ABRAMS CREEK. THE MAJORITY OF THE PROPERTY IS CLEARED AND GRADED AND CONSISTS OF STOCKPILE AREAS OF THE ORIGINAL DEVELOPEMENT• ADJACENT PROPERTY THE SUBJECT IS BORDERED ON THE ENTIRE WEST SIDE BY THE NORTH BOUND LANES OF INTERSTATE 81 AND TO THE SOUTH BY THE WEST BOUND LANES OF ROUTE 7 BERRYVILLE PIKE AND IS DIRECTLY ACROSS FROM THE EKISTING WINCHESTER MALL CENTER. SOILS: REFER TO GEOTECTNICAL REPORT. PREPARED BY TRIAD EROSION AND SEDIMENT ONTRr3L MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. STRUCTURAL MEASURES PHASE I ALL PHASE 1 Ar..a UOES WERE INSTALLED PRIOR TO CLEARING GRUBBING, AND SHALT BE UTILIZED FOR THE DEVELOPMENT OF THIS SITE PROVIDE SUPER SILT FENCE AS:- SHOWN ONCE THE FMSITNG SEDIMENT CONTROL MEASURES ARE INSPECTED FOR CONFORMANCE AND APPROVED BY THE FREDERICK COUNTY PUBLIC WORKS DEPARTMENT THE ADDTIONAL CLEARING & GRUBBING OF SITE WITH LIMITS SHOWN. IF NECESSARY INSPECTOR MAY REQUIRE ADDITIONAL EROSION & SEDIMENT CONTROL MEASURES. PHASE II: ALL CONTROLS INSTALLED IN PHASE I TO BE ADJUSTED AS SHOWN AND REMAIN UNTIL PERMANENT CONTROL MEASURES OF PHASE II ARE IN PLACE, CONT DLIFD FILL -Z! iAU BE PLACED AS DIRECTED- BY CERTIFIED GEOTECHNICAL ENGINEER. 1. INSTALL CULVERT INLET PROTECTION (3.08) AND OUTLET PROTECTION (3.18) AT STRUCTURES SHOWN. 2. CONTINUE GRADING AS SHOWN ON SHEET 5, PROVIDE STABILIZATION IMMEDIATELY ONCE GRADING IS COMPLETED. VEGETATIVE MEASURES PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS FINAL GRADE IS EACH WITHIN SEVEN (7) DAYS AFTER REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN SDC (6) MONTHS. TOPSOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER WITHIN SEN SE FIVE (5) DAYS AFTER ELECTRIC POWER, TELEPHONE, STORM. BE COMPACTED, SEEDED AND MULCHRSANITARY, WATER & GAS SUPPLY TRENCHES ARE TO MORE THAN 500 FEET ARE TO BE OP'WITHIN FIVE (5) DAYS AFTER BACKFILLING. NO N AT ANY ONE TIME. ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS OF COMPLETION OF GRADING. DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH TIME THE CHECK DAMS SHALL BE REMOVED. DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY ITE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER UNFORESEEN CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND CONTAIN SEDIMENT ON SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. MAINTENANCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD• ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED. ALL AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED UNTIL GRASS IS ESTABLISHED, TRAPPED SEDIMENT IS TO BE REMOVEI) AS REQUIRED TO MAINTAIN 507. TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE. GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED IMMEDIATELY. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE, CONDITION AT ALL TIMES. PHASES OF LAND DISTURBANCt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} RATE OF 90 LBS, PER 1000 S.F. (2 TONS PER ACRE). 4. FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS. PER 1000 S.F. (1000 LBS. PER ACRE). 5. SEED MDC SHALL CONSIST OF 90% KENTUCKY 31 TALL FESUE AND 10% IMPROVED PERENNIAL RYEGRASS APPLIED AT THE RATE OF 250 LBS. PER ACRE. 6. STRAW MULCH SHALL 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. DUST CONTROL: 1. TEMPORARY SEEDING SHALL BE APPLIED TO ALL DISTURBED AREAS SUBJECT TOT LITTLE OR NO CONSTRUCTION TRAFFIC. 2. ALL HAUL ROAD AND OTHER HEAVY TRAFFIC ROUTES SHALL BE SPRINKLED WITH WATER UNTIL THE SURFACE IS WET, AND REPEATED AS NEEDED TO CONTROL DUST. MANAGEMENT STRATEGIES CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE. THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT ARE CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED. �.•klln. - THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. INVESTIGATIONTHAN 31 SHALL W<U:E SLOPE STABILITY ANALYSIS CERTIFIED GEOTECHNICAL ENGINEER SHALL PERFORM • DETEFIMINE THE ACTUAL AMA THAT •)UMS SLOPE STABILITY ANALYSIS. STABILITYSLOPE PERFORMED^. GEOTECHICAL ENCINEERAND SHALL BE SU3ATTED TO FFIEDERICK COUNTY SS - •. a •ti PUBLIC • r PERMIT •,.- AREA AFFECTED BY 'THIS CONDITION. RETAINING WALL NOTE -7 ALL • t Stormwater Control Narrative The storm runoff from this project is controlled through an on-site underground storm system to the Natural Stormwater Management facility. The runoff from this site was designed and approved with the original Winchester Gateway development (Refer to Storm Water Management Report dated May 5, 2005. A post development C -value of .75 was utilized in the original design for this site. The ultimate grade in which the post development was modeled in the approved report was not acheived after the original construciton of the Gateway shopping center. The phase 1 erosion & sediement control has remained in place and will be utilized for phase 1 measures during construction. The ultimate grade shall be accomplished with the development of this project. I{v EROSION SEDIMENT CONTROL PHA ° PRO •S$ _ SCALE: 1 -50' / ' / ,� r -c END SF ' A 45 J `�\ DEQ ES TO R NT INS• SCALE: 1" TE OTH 60, r (fl Jf fff I FoFt. aVLF-N%yH5\\ ! ! 1 f f// tit Ill/�f� �- ♦ � ,i / !r _ ;�11�ff if �\; \ � i \ \ fffl/f�Jf f,Jl�,"'\y X11N7/7 1 t W J 4\ W/111 w . ssF 4 \ �� f / PV �r�r�rrjlfi�;, "!!!f r (C � f%� owLENGI ASW 4- ✓ n \\ \\1 \ FLOW LENGTH i, 1 3) 1) ( \\\\ 1 SSFOIf L EXISTING 81KOIN FOUNDATIONS 4 TO BE DEM IAIED lA 1 � SSF AS ( t \ ->) ROP. _ 1 r t t Nc+tr�#Af7OeFyyRtO ITR TATE\\\ TO BE RE "" \A8 A.4 T f� TMF(Tr 4;1101 Et10AROUND V„ SierI' j I IP 1 \ EROSION & SEDIMENT CONTROL PHASE 11j F Na 545 SCALE: 1"=60' ,� `\\\ \. ? DE R� o "F t a RFDIATE t !f �^ 1 f f _� f! - e ��fitiiff r}XI23 AC' f / ?x �t rD ,. f OL iso / f 0 lr�rrr r� '/f f /ff i� _ 1 �� �,� `\\\� ;&A IF i f f flrf r !t f/lff f I, f AG ` 1 q .• ; t r p fr s e ( f IIS IP. OMD.SBAG ° DA.6. Ga.e6 AG i dA*D.2•A 60 30 0 B j 120 f �fl� /r//f SCALE: 1" = 60` f o ° I J r .1 4X F IREM IAT 4 R :I a w I IP f ,-'- 8 P E C N V J Ct�O� C = ImQN>. 3"O � 0 Mcc r c cu. F a Z Z W o EROSION/SEDIMENT CONTROL LEGEND NO. KEY SYMBOL DESCRIPTION 3.02 CE Em TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3.05 SS }fx_- IE# PROP. SUPER SILT FENCE 3:05 SS X3f-3Elf - SHF- EX. SUPER SILT FENCE (REMIDIATE AS REQ.) 3'07 IP II STORM DRAIN INLET PROTECTION 3.18 OP x OUTLET PROTECTION LU -a °J LIMITS OF CLEARING & GRADING J��� W W W DRAINAGE DIVIDES CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN Z 14 DAYS AFTER START THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. INVESTIGATIONTHAN 31 SHALL W<U:E SLOPE STABILITY ANALYSIS CERTIFIED GEOTECHNICAL ENGINEER SHALL PERFORM • DETEFIMINE THE ACTUAL AMA THAT •)UMS SLOPE STABILITY ANALYSIS. STABILITYSLOPE PERFORMED^. GEOTECHICAL ENCINEERAND SHALL BE SU3ATTED TO FFIEDERICK COUNTY SS - •. a •ti PUBLIC • r PERMIT •,.- AREA AFFECTED BY 'THIS CONDITION. RETAINING WALL NOTE -7 ALL • t Stormwater Control Narrative The storm runoff from this project is controlled through an on-site underground storm system to the Natural Stormwater Management facility. The runoff from this site was designed and approved with the original Winchester Gateway development (Refer to Storm Water Management Report dated May 5, 2005. A post development C -value of .75 was utilized in the original design for this site. The ultimate grade in which the post development was modeled in the approved report was not acheived after the original construciton of the Gateway shopping center. The phase 1 erosion & sediement control has remained in place and will be utilized for phase 1 measures during construction. The ultimate grade shall be accomplished with the development of this project. I{v EROSION SEDIMENT CONTROL PHA ° PRO •S$ _ SCALE: 1 -50' / ' / ,� r -c END SF ' A 45 J `�\ DEQ ES TO R NT INS• SCALE: 1" TE OTH 60, r (fl Jf fff I FoFt. aVLF-N%yH5\\ ! ! 1 f f// tit Ill/�f� �- ♦ � ,i / !r _ ;�11�ff if �\; \ � i \ \ fffl/f�Jf f,Jl�,"'\y X11N7/7 1 t W J 4\ W/111 w . ssF 4 \ �� f / PV �r�r�rrjlfi�;, "!!!f r (C � f%� owLENGI ASW 4- ✓ n \\ \\1 \ FLOW LENGTH i, 1 3) 1) ( \\\\ 1 SSFOIf L EXISTING 81KOIN FOUNDATIONS 4 TO BE DEM IAIED lA 1 � SSF AS ( t \ ->) ROP. _ 1 r t t Nc+tr�#Af7OeFyyRtO ITR TATE\\\ TO BE RE "" \A8 A.4 T f� TMF(Tr 4;1101 Et10AROUND V„ SierI' j I IP 1 \ EROSION & SEDIMENT CONTROL PHASE 11j F Na 545 SCALE: 1"=60' ,� `\\\ \. ? DE R� o "F t a RFDIATE t !f �^ 1 f f _� f! - e ��fitiiff r}XI23 AC' f / ?x �t rD ,. f OL iso / f 0 lr�rrr r� '/f f /ff i� _ 1 �� �,� `\\\� ;&A IF i f f flrf r !t f/lff f I, f AG ` 1 q .• ; t r p fr s e ( f IIS IP. OMD.SBAG ° DA.6. Ga.e6 AG i dA*D.2•A 60 30 0 B j 120 f �fl� /r//f SCALE: 1" = 60` f o ° I J r .1 4X F IREM IAT 4 R :I a w I IP f ,-'- 8 P E C N V J Ct�O� C = ImQN>. 3"O � 0 Mcc r c cu. F a Z Z W o ROS: SPP 2 2 2017 II Rev. No. I Date I N0.32809 w y 7",� 1 DATE: SEPT 20, 2017 rE �� SCALE: 1" = 50' SFS DESIGNED BY: JNT TO NOR F' FILE NO. 002BGS SHEET 4 OF 15 17-1'7 rW U HZ II H x LU -a °J p" J��� W W W LU x Z U] W W W Q O � w D CD ROS: SPP 2 2 2017 II Rev. No. I Date I N0.32809 w y 7",� 1 DATE: SEPT 20, 2017 rE �� SCALE: 1" = 50' SFS DESIGNED BY: JNT TO NOR F' FILE NO. 002BGS SHEET 4 OF 15 17-1'7 MINIMUM CONSTRUCTION STANI✓)ARDS NARRATIVE contained within an adequate temporary or permanent channel, flume provision shall apply to individual development lots as well as to more than twice in any six-month period, a temporary vehicular or slope drain structure. stream crossing constructed of nonerodible material shall be provided. first step in any land -disturbing activity and shall be made 90-100% larger land -disturbing activities. An erosion and sediment control program adopted with this plan must be consistent with the VSECH for 4VA050-30-40 (MS -19): g Whenever water s from a slope face, adequate eseeps p q drainage or 18. All temporary erosion and sediment control measures shall b4a 5. Stabilization measures shall be applied to earthen structures such other protection shall be provided. removed within 30 days after final site stabilization or after the 1. Permanent or temporary soil stabilization shall be applied to 10. temporary measures are no longer needed, unless otherwise denuded areas within seven days after final grade is reached on any All storm sewer inlets that are made operable during construction authorized by the local program authority. Trapped sediment and portion of the site. Temporary soils stabilization shall be applied shall be protected so that sediment -laden water cannot enter the the disturbed soil areas resulting from the disposition of temporary within seven days to denuded areas that may not at final grade but conveyance system without first being filtered or otherwise treated to measures shall be permanently stabilized to prevent further erosion will remain dormant for longer than 30 days. Permanent remove semen. di t and sedimentation. No .erosion control measure can be changed or stabilization shall be applied to areas that are to be left dormant for one time. removed without the permission of the Frederick County inspector• more than one year. 11. Before newly constructed stormwater conveyance channels or pipes trenches. from drainage are made operational, adequate outlet protection and any required 19. Properties and waterways downstream from development sites 2. During construction of the project, soil stockpiles and borrow areas temporary or permanent channel lining shall be installed in both the shall be protected from sediment deposition, erosion and damage due shall be stabilized or protected with sediment trapping measures. conveyance channel and receiving channel. to increases in volume, velocity and peak flow rate of stormwater The contractor is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as 12. When work in a live watercourse is performed, precautions shall runoff. borrow areas and soil intentionally transported from the project site, be taken to minimize encroachment, control sediment transport and 20. All measures used to protect properties and waterways shall be d. Material used for backfilling trenches shall be properly stabilize the work area to the greatest extent possible during employed in a manner which minimizes impacts on the physical, 3. A permanent vegetative cover shall be established on denuded construction. Nonerodible material shall be used for the construction chemical and biological integrity of rivers, streams and other waters areas not otherwise permanently stabilized. Permanent vegetation of causeways and cofferdams. Earthen fill may be used for these of the state. shall not be considered established until a ground cover is achieved structures if armored by nonerodible cover materials. that is uniform mature enough to survive and will inhibit erosion ' 13. When a live watercourse must be crossed by construction vehicles 4. Sediment basins and traps, perimeter dikes, sediment barriers and more than twice in any six-month period, a temporary vehicular other measures intended to trap sediment shall be constructed as a stream crossing constructed of nonerodible material shall be provided. first step in any land -disturbing activity and shall be made 90-100% functional before upslope land disturbance takes place. 14. All applicable federal, state and local regulations Pertaining g to SIDE ELEVATION working in or crossing live watercourses shall be met. Ali applicable 5. Stabilization measures shall be applied to earthen structures such permits shall be submitted with Land Disturbance application. as dams, dikes and diversions immediately after installation. bluegrass from approved list for use in Virginia. 15. The bed and banks of a watercourse shall be stabilized 6. Sediment traps and sediment basins shall be constructed based immediately after work in the watercourse is completed., upon the total drainage area to be served by the trap or basin. . t� 16. Underground utility lines shall be installed in accordance with the a. The minimum storage capacity of a sediment trap shall be following standards in addition to other applicable criteria: 134 cubic yards per 150 lbs acre of drainage area and the trap shall only control drainage a. No more than 500 linear feet of trench may be opened at areas less than one time. three acres. b. Excavated material shall be placed on the uphill side of b. Surface runoff from disturbed areas that is comprised of flow trenches. from drainage areasgy reater than or equal to three acres shall be controlled b c. Effluent from dewatering operations shall be filtered or passed a sediment basin. through The minimum storage capacity of a sediment basin shall be 134 approved sediment trapping device, or both, and discharged in a cubic yards per manner that acre of drainage area. The outfall system shall, at a minimum, does not adversely affect flowing streams or off-site property. maintain the structural ua•w �a.:• � � u ••.a s•.c..as.c..: integrity of the basin during a 100 -year storm of 24-hour d. Material used for backfilling trenches shall be properly duration. compacted in order to minimize erosion and promote stabilization. 7. Cut and fill slopes shall be designed and construction a manner that will minimize erosion, Slopes that are found to be eroding 17. Where construction vehicle access routes intersect paved or public excessively within one year of permanent stabilization shall be roads, provisions shall be made to minimize the transport of provided with additional slope stabilizing measures until the problem sediment by vehicular tracking onto the paved surface. Where is corrected. Fillslopes graeter than 3r1 will require a slope stability sediment is transported onto a paved or public road surface, the analysis and maintenance pian. road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping 8. Concentrated runoff shall not flow down cut or fill slopes unless and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This STONE CONSTRUCTION ., Minimum Care Lawn �y — Commercial or Residential w I II li. JI=11 II 6 'r r c r t. erererer r ;fir; t re • ritenrer>. 90-100% II—II-11-11=11 ei+lenre oro-sr_+rereteratsaare e a e e_i�, e, erer." SIDE ELEVATION 0-10% High—Maintenance Lawn Minimum of three (3) up to five (5) varieties of bluegrass from approved list for use in Virginia. 125 lbs. ,r$r — Kentucky 31 Fescue . t� 2 lbs. — Seasonal Nurse Crop** 20 lbs. 150 lbs OF � AND ZMW wmmv PLAN VIEW SECTION Y�•�ei i ua•w �a.:• � � u ••.a s•.c..as.c..: • sSECTION B—B TEMPORARY SEDIMENT TRAP I'l VARMUEy ORIGINAL J..VARL18Lf' GROUND ELEV. 67 CU. YD./ACRE N VARIAELE N 87 CU. YD./ACRE (EXCAVATED] 4' M' FILTER CLOTH ORIGINAL GROUND ELEV. *SEE PLATE 3.13-1 COARSE AGGREGATE~ CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RPRAP LENGTH (IN FEEfI = 6 X DRAINAGE AREA (IN AC.) : DIVERSION /DIKE ../ COAASE AGGREGATE j/`^ EX AREA / 1 r FILTER GIRTH/ / J / **COARSE AGGREGATE SHALL BE VDOT #3, 9357 OR #5 OUTLET (PERSPECTIVE VIEW) SOURCE: VA. MC PLATE. 3.13-2 Seed shall be evenly applied with a broadcast seeder, drill, cultipacker seeder or hydroseeder. Small grains shall be planted no more than one inch deep. Grasses and legumes shall be planted with no less than 1/4" soil cover. TABLE 3.32—C SITE SPECIFIC PERMANENT SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA Low—Maintenance Slope (Steeper than 3:1) — Kentucky 31 Fescue 108 lbs. — Red Top Grass 2 lbs. — Seasonal Nurse Crop** 20 lbs. — Crownvetch *+* 20 lbs. 150 lbs * Perennial Ryegrass will germinate faster and at lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed. ** Use seasonal nurse crop in accordance with seeding dates as stated below: March, April through May 15th Annual Rye May 16th through August 15th Foxtail Millet August 18th through Sept.,Oct. Annual Rye November through February Winter Rye *** If Flatpea is used, increase to 30 lbs./acre. All legume seed must be properly inoculated. Weeping Lovegrass may also be included in any slope or low—maintance mixtures during warmer seeding periods; add 10-20 lbs/acre in mixes. wr E C M N v CA c .N m 5+ p O C C = = a 16, d �g I = C Tsl In 0 CL M" tW V Ids E� EZ4 Z N Q> W� � LL � .J P4 Hz E t!� Z >W _z a _ w Z WQ 0 Q � VED PL-,, S"P .2 2 2017 NWAY ENGINEER IRev. No.1 Date LIc. N0.32809 2.2 _3&; -20cY DATE: SEPT 20, 2017 SCALE: N/A DESIGNED BY: JNT FILE NO. 0028GS SHEET 5 OF 15 17-17 Total Lbs. Minimum Care Lawn Per Acre — Commercial or Residential 200-250 lbs. — Kentucky 31 or Turf—Type Tall Fescue 90-100% — Improved Perennial Ryegrass * 0-10% — Kentucky Bluegrass 0-10% High—Maintenance Lawn Minimum of three (3) up to five (5) varieties of bluegrass from approved list for use in Virginia. 125 lbs. General Slope (3:1 or less) — Kentucky 31 Fescue 128 lbs. — Red Top Grass 2 lbs. — Seasonal Nurse Crop** 20 lbs. 150 lbs Low—Maintenance Slope (Steeper than 3:1) — Kentucky 31 Fescue 108 lbs. — Red Top Grass 2 lbs. — Seasonal Nurse Crop** 20 lbs. — Crownvetch *+* 20 lbs. 150 lbs * Perennial Ryegrass will germinate faster and at lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed. ** Use seasonal nurse crop in accordance with seeding dates as stated below: March, April through May 15th Annual Rye May 16th through August 15th Foxtail Millet August 18th through Sept.,Oct. Annual Rye November through February Winter Rye *** If Flatpea is used, increase to 30 lbs./acre. All legume seed must be properly inoculated. Weeping Lovegrass may also be included in any slope or low—maintance mixtures during warmer seeding periods; add 10-20 lbs/acre in mixes. wr E C M N v CA c .N m 5+ p O C C = = a 16, d �g I = C Tsl In 0 CL M" tW V Ids E� EZ4 Z N Q> W� � LL � .J P4 Hz E t!� Z >W _z a _ w Z WQ 0 Q � VED PL-,, S"P .2 2 2017 NWAY ENGINEER IRev. No.1 Date LIc. N0.32809 2.2 _3&; -20cY DATE: SEPT 20, 2017 SCALE: N/A DESIGNED BY: JNT FILE NO. 0028GS SHEET 5 OF 15 17-17 FCSA MOTES: 7. CUT IN TEE + VALVES ON THE EXITING WATER MAIN. TIMING OF WORK, NOTIFICATIONS, ETC. SHALL BE COORDINATED BY CONTRACTOR WITH ALL PARTIES CONCERNED OR AFFECTED INCLUDING BY NOT LIMITED TO FCSA AND THE FREDERICK COUNTY FIRE MARSHAL. 2. ALL WORK SHALL BE PERFORMED PER FCSA INSPECTORS REQUIREMENTS. 3. REMOVED FIRE HYDRANT, MANHOLE FRAMES AND COVERS ETC. SHALL BE FURNISHED � 6' CHAIN LINK FE E TO THE INSPECTOR. (DESIGNED BY OT RS) 4. CONTRACTOR SHALL ADJUST FCS►A's EX. MANHOLE VALVES BOXES ETC. AS REQUIRED BY FCSA INSPECTOR. 1: 1 RIP -RAP 6' CHAIN LINK FENCE BUILDING NOTES: (DESIGNED BY OTHERS) I. ARCHITECTURAL TO BE FINALIZED AT TIME OF BUILDING PERMIT. 6 CG -6 M 2. ALL PORTIONS OF STORAGE BUILDING ARE TO BE CONSIDERED NON -OCCUPIED Y. STORAGE SPACES. % �, / PROPOSED 412' (LENGTH) R�S� f R=25 I PROPOSED 478' (LENGTH RETAINING WALL R -W RETAINING WALL HEIGHTVARIES HEIGHT VARIES (DESIGNED BY OTHERS) 45/ (DESIGNED BY OTHERS) 35' 29 FCSA ESMT. 6' CHAIN LINK FENCE (DESIGNED BY OTHERS) 1 1 i 36' 1 1 1a Eb.00 ?? 2e RI CL 1 4p, 1 / II 1 5.00 fIAPPROXIMATE LOCATION I 1 3 HR FIRE RATED PARTITION 15' STM HDPE (INFORMATION PROMDEOBY OTHERS) CONTRACTOR TO COORDINATE WITH BUILDING j.•, MANUFACTURER O 34'//130.110 13 �, C1 PROPOSED 478' (LENGTW) 1 FF=663.I�7 ♦ RETAINING WALL HEIGHT VARIES 1 BLDG. C (1 -STORY) 1 115 UNITS (DESIGNED BY OTHERS) i� 1 SE: SELF STORAGE 33'1 r0 j.00 NON-occuPlEo , 342 5F STORAGE SPACE (REFE TO ARCHITECTURAL) U' /f { 7971.8 SF 1// 1 STORAGE SPACE RIP- , 14 0 .IiCI { g y 18'M HD 12' CHAIN LINK GATE 47, 13 15, STM HDPE 30.0 STM HDPE 18, STM HDPE " 10 � FH (DESIGNED BY OTHERS) ASSMY. % 6' CHAIN LINK FENCE 10,5 (DESIGNED BY OTHERS) 3� 12' heWghE 1 1 38' OT TO EXCEED , 225.0 .1 4 50SF SIGN. CLI 1 1 y RIP -RAP 265.0 EXISTING RETAINING O 1 NON DCCUPlrmo 17 WALL TO REMAIN STORAGE SPACE 1379CaSF 1 (GEOTECH TO INSPECT) FF=663.77 1 15" STM HDPE 111 285.0 1$ 1 SLAG. B (1 -STORY) Ji ff. NC]N-occLIPISp 1 270 UNITS 11141.4} 36' STORAGE SPACE 6aa.5sF 1 USE: SELF STORAGE f 1 32,677 SF 1 9 3 3 6.2 11 ON -Os: .9, e e I (RILFER TO ARCHITECTURAL) 1 325.0 34' 1 APPROXIMATE LOCATION 1 1 3 HR FIRE RATED PARTIrIC74I y r (INFORMATIM PROVIDED BY OTHERS) CONTRACTOR TO COORDINATE WITH , % 6UILDINGAUWUFACTURER 12' CHAIN LINK GATE 6' GHRIN LINK FENCE /� 1_`J' f' 1 1 (DESIGNED BY OTHERS) 36 . (DESIGNED BY OTHERS) 4 5 0 R=gU 1 1 20' FCSA HDPE HDPE30.0 T 18^STM HDPE �=�' WSW . � " Stu1 3 ESMT. T��i 6' CHAIN LINK FENCE ,moo (DESIGNED BY OTHERS) CONC. PAD 24" STM Ht}PE 2 WI MOUNTABLE CURB R-25' 1 I155.0 1 GAT & CO CL - R 25 1BLDG. A (1 -STORY) (DE GNED BY E S) EXISTING RETAINING I 231 UNITS R=5' o WALL TO REMAIN 6' CHAIN LINK FENcaTEExlr 1 HEIGHT 9'4' (SAVE) 1 SSTOCK (GEOTECHTO INSPECT) ' (DESIGNED BY 4)TC CONTROLS ROOM RS) (BY OTHERS) NON-OCCURED 1 1 USE: SELF -STORAGE 1 GOLF p STORAGE SPACE FF=663-.77 t3••reak CARTIEQUi 8.33%SI � 78281 sF 1 NON OCCUPIED 1 28,014 SIF GATE & CONTROL STORAGE SPACE NO CCUP 1375 SF z PROPOSED 478(LENGTH) (DESIGNEI)BYf1THER5) R=25 az�a.ssF 1 (R ER TO ARCHITECTURAL)�.o ST GES -�� m % RETAINING WALL / 1 s.o 1 .z SF�� . R HEIGHT VARIES 30.(1 BUILDING SATE LS ((DESIGNED BY OTHERS 1 APPROXIMATE LOCATION ON OLS - 1 ) 3 HR FIRE RATED PARTITION NON•OCCVPIFD MOUNTED OFFICE %I+ 1 HCSIGNS. n.sr (BYOVERS) RELOCATE (INFORMATION St�OF?AGESPACE CONTRACTOR TO COORD€INATE WITH 5236.2 SP (TYp-) R=5'- FH =5' FH AS 1 9UILDINGMANUFACTURER 1 �_ �Qj 1 sHOWUNIT R=25' 24K Cpp Q � r FH 20' FCSA R=3 SS ESMT 5w METX I 13=1U' REMOVE PJC, SAN, SEWS wI'LSEIxv7 ozo"oCONTRACTOK TO REMOVE ` PROP r SAN. IAT ..... —�" .....w ter. +r.. r.- ..��. — rwr.. L. INV _ _ ....._ �... �,. .r..... ,..�... ....,. �.... _.._ MH & 8" LINE HOLO EX ��-- -- __ -- -..- _...— —----REPIAGE-WATERM-_..-------------- _ _ � �_�kPPRDX L�C� � '� -�*, �s ---._ j — — P -- — — — d^ _ 10! FIRM MH, _ — END FCSA 4NTENANCE — � �..� � GIN PRfVA'�E CL 52 DIP TO TEXT IT, CONTRACTOR � # 2v C NG P 4 NrW�EAA -ihG i !' j u INC ,15LID EEV S FFFFI 30 15 0 30 60 I I I r? SCALE: 1" = 30' uj I� H Q z U. P m 4 LU UJ E --i U �L) 0 W z O C0 1 D PLA' ,4 8�P 2 2 2017 MAY ENGINEERIN''. ev. No. I date 3 9--15--2017 �jop N F)TADYL PLE:R Lic. NO.32809 20-1 -A �I Y AL- IATE: SEPT fid, 2017 GALE. 1" == 30' ESIGNED BY: JNT ILE NO. 0028GS HEET 6 OF •15 I f I � FCSA MOTES: 7. CUT IN TEE + VALVES ON THE EXITING WATER MAIN. TIMING OF WORK, NOTIFICATIONS, ETC. SHALL BE COORDINATED BY CONTRACTOR WITH ALL PARTIES CONCERNED OR AFFECTED INCLUDING BY NOT LIMITED TO FCSA AND THE FREDERICK COUNTY FIRE MARSHAL. 2. ALL WORK SHALL BE PERFORMED PER FCSA INSPECTORS REQUIREMENTS. 3. REMOVED FIRE HYDRANT, MANHOLE FRAMES AND COVERS ETC. SHALL BE FURNISHED � 6' CHAIN LINK FE E TO THE INSPECTOR. (DESIGNED BY OT RS) 4. CONTRACTOR SHALL ADJUST FCS►A's EX. MANHOLE VALVES BOXES ETC. AS REQUIRED BY FCSA INSPECTOR. 1: 1 RIP -RAP 6' CHAIN LINK FENCE BUILDING NOTES: (DESIGNED BY OTHERS) I. ARCHITECTURAL TO BE FINALIZED AT TIME OF BUILDING PERMIT. 6 CG -6 M 2. ALL PORTIONS OF STORAGE BUILDING ARE TO BE CONSIDERED NON -OCCUPIED Y. STORAGE SPACES. % �, / PROPOSED 412' (LENGTH) R�S� f R=25 I PROPOSED 478' (LENGTH RETAINING WALL R -W RETAINING WALL HEIGHTVARIES HEIGHT VARIES (DESIGNED BY OTHERS) 45/ (DESIGNED BY OTHERS) 35' 29 FCSA ESMT. 6' CHAIN LINK FENCE (DESIGNED BY OTHERS) 1 1 i 36' 1 1 1a Eb.00 ?? 2e RI CL 1 4p, 1 / II 1 5.00 fIAPPROXIMATE LOCATION I 1 3 HR FIRE RATED PARTITION 15' STM HDPE (INFORMATION PROMDEOBY OTHERS) CONTRACTOR TO COORDINATE WITH BUILDING j.•, MANUFACTURER O 34'//130.110 13 �, C1 PROPOSED 478' (LENGTW) 1 FF=663.I�7 ♦ RETAINING WALL HEIGHT VARIES 1 BLDG. C (1 -STORY) 1 115 UNITS (DESIGNED BY OTHERS) i� 1 SE: SELF STORAGE 33'1 r0 j.00 NON-occuPlEo , 342 5F STORAGE SPACE (REFE TO ARCHITECTURAL) U' /f { 7971.8 SF 1// 1 STORAGE SPACE RIP- , 14 0 .IiCI { g y 18'M HD 12' CHAIN LINK GATE 47, 13 15, STM HDPE 30.0 STM HDPE 18, STM HDPE " 10 � FH (DESIGNED BY OTHERS) ASSMY. % 6' CHAIN LINK FENCE 10,5 (DESIGNED BY OTHERS) 3� 12' heWghE 1 1 38' OT TO EXCEED , 225.0 .1 4 50SF SIGN. CLI 1 1 y RIP -RAP 265.0 EXISTING RETAINING O 1 NON DCCUPlrmo 17 WALL TO REMAIN STORAGE SPACE 1379CaSF 1 (GEOTECH TO INSPECT) FF=663.77 1 15" STM HDPE 111 285.0 1$ 1 SLAG. B (1 -STORY) Ji ff. NC]N-occLIPISp 1 270 UNITS 11141.4} 36' STORAGE SPACE 6aa.5sF 1 USE: SELF STORAGE f 1 32,677 SF 1 9 3 3 6.2 11 ON -Os: .9, e e I (RILFER TO ARCHITECTURAL) 1 325.0 34' 1 APPROXIMATE LOCATION 1 1 3 HR FIRE RATED PARTIrIC74I y r (INFORMATIM PROVIDED BY OTHERS) CONTRACTOR TO COORDINATE WITH , % 6UILDINGAUWUFACTURER 12' CHAIN LINK GATE 6' GHRIN LINK FENCE /� 1_`J' f' 1 1 (DESIGNED BY OTHERS) 36 . (DESIGNED BY OTHERS) 4 5 0 R=gU 1 1 20' FCSA HDPE HDPE30.0 T 18^STM HDPE �=�' WSW . � " Stu1 3 ESMT. T��i 6' CHAIN LINK FENCE ,moo (DESIGNED BY OTHERS) CONC. PAD 24" STM Ht}PE 2 WI MOUNTABLE CURB R-25' 1 I155.0 1 GAT & CO CL - R 25 1BLDG. A (1 -STORY) (DE GNED BY E S) EXISTING RETAINING I 231 UNITS R=5' o WALL TO REMAIN 6' CHAIN LINK FENcaTEExlr 1 HEIGHT 9'4' (SAVE) 1 SSTOCK (GEOTECHTO INSPECT) ' (DESIGNED BY 4)TC CONTROLS ROOM RS) (BY OTHERS) NON-OCCURED 1 1 USE: SELF -STORAGE 1 GOLF p STORAGE SPACE FF=663-.77 t3••reak CARTIEQUi 8.33%SI � 78281 sF 1 NON OCCUPIED 1 28,014 SIF GATE & CONTROL STORAGE SPACE NO CCUP 1375 SF z PROPOSED 478(LENGTH) (DESIGNEI)BYf1THER5) R=25 az�a.ssF 1 (R ER TO ARCHITECTURAL)�.o ST GES -�� m % RETAINING WALL / 1 s.o 1 .z SF�� . R HEIGHT VARIES 30.(1 BUILDING SATE LS ((DESIGNED BY OTHERS 1 APPROXIMATE LOCATION ON OLS - 1 ) 3 HR FIRE RATED PARTITION NON•OCCVPIFD MOUNTED OFFICE %I+ 1 HCSIGNS. n.sr (BYOVERS) RELOCATE (INFORMATION St�OF?AGESPACE CONTRACTOR TO COORD€INATE WITH 5236.2 SP (TYp-) R=5'- FH =5' FH AS 1 9UILDINGMANUFACTURER 1 �_ �Qj 1 sHOWUNIT R=25' 24K Cpp Q � r FH 20' FCSA R=3 SS ESMT 5w METX I 13=1U' REMOVE PJC, SAN, SEWS wI'LSEIxv7 ozo"oCONTRACTOK TO REMOVE ` PROP r SAN. IAT ..... —�" .....w ter. +r.. r.- ..��. — rwr.. L. INV _ _ ....._ �... �,. .r..... ,..�... ....,. �.... _.._ MH & 8" LINE HOLO EX ��-- -- __ -- -..- _...— —----REPIAGE-WATERM-_..-------------- _ _ � �_�kPPRDX L�C� � '� -�*, �s ---._ j — — P -- — — — d^ _ 10! FIRM MH, _ — END FCSA 4NTENANCE — � �..� � GIN PRfVA'�E CL 52 DIP TO TEXT IT, CONTRACTOR � # 2v C NG P 4 NrW�EAA -ihG i !' j u INC ,15LID EEV S FFFFI 30 15 0 30 60 I I I r? SCALE: 1" = 30' uj I� H Q z U. P m 4 LU UJ E --i U �L) 0 W z O C0 1 D PLA' ,4 8�P 2 2 2017 MAY ENGINEERIN''. ev. No. I date 3 9--15--2017 �jop N F)TADYL PLE:R Lic. NO.32809 20-1 -A �I Y AL- IATE: SEPT fid, 2017 GALE. 1" == 30' ESIGNED BY: JNT ILE NO. 0028GS HEET 6 OF •15 I / zl\,"/\ �`PAVING \ \ \ J STONE BASE \ f ACTED FILL UNDls IURBED EARTH \ TYPICAL- SLAB ELEVATION DETAIL e a 6 \\\\ N.T.S 7 , , 62 FOR TYPICAL ELEVATION REFERANCE ONLY j � 2 6212 REFER TO ARCHITECTURAL FOR COMPLETE DETAILS Ban \ 625 \ /1 � 6 63 10 25 630 1 63 6356 1 ` \� \\ \ \ / D 6a 63 63 0 629 X56 F ,%� �M1• '`� J / �/ / ,i' : / f 13, . i 2 3 a 11. 63 . 10 \: Oak 6356 6356 5063W° 63 `U f '�.., ff —630-) .— ...i . 635r— 830 \ 63 10 6360\ l \ t 9336.2 Sq. Reet� 6356 63 \ 62350 9 .g. io 6359 73 �°` "` 63yW V 636 83NP 6 6 63 75 .r 63fp d Q ii1\i` ,,` 73 n. 56 6350 e�� j' 83x 2 + "'rf / ff 83 ' i 535°;t 62t\ A ez 8957.8 Sq. Feet g_e"1 J 629 I� t 6257 62. 62 82 ik /.. I S6EX SSFP _ eag0 a s3 1 � / I Iw B3 � I1 �, - _ -_- — - - - — ---- -- -- ---- -= I --- - - - - --------------------- - -- ------------------------- '�---------------------- --- �--- _ ------- e —— ----_--------��� �- - - - - - - - - - -�j--T _ o�— - __ TTIT T TFTJ IuL FT Fl r x I 1 I I � N uy {gyp P E C N N00 65C.4 in 'i E to T cc rn ®cNv Um H i L N C L 10 I z w Wz 1-4 Wo H CO) Lj<X 0pT4 W W Q (j)Go o Uui zp WW Zw Q' DO O 1()v SFP 2 2 2011 ENGIN - Lic. N0.32809 22 r -2D>-4 ATE: SEPT 20, 2017 GALE: i" = 30' DESIGNED BY: JNT ILE N0. 0028GS SHEET 7 OF 15 17-17 V11MCBESTER 9S7'sYRi[1!S'BW..E, YA Sd'Ad Date, rune $, 2017' To: 14WP, LLC 8040 Industrial Park Ct Bristow, VA 20136 Prom: Winchester Management LLC 151 Windy Frill Lane Winchester VA, 22602 Subject: Potomac Watershed - Nutrient Credit Availability Project Reference: Guaranty Self Storage Frederick County, VA - 0004 RUC This letter is to conte the availability of 1.97 authorized nutrient credits ("Nutrient Credits') from Winchester Management, LLC's upcoming [pending or approved] Potomac nutrient bank facility for use by permit applicants within the Potomac watershed, to include the subject property HUC##02070004, to compensate for nutrient loadings in excess of state or local regulations, as per Virginia Code § 62,1-44.15:35 and § 62.1-44.19:14 and Virginia Administrative Code 9 VAC 25-820-10 et seq. These Nutrient Credits are generated and managed under the terms of the Banking Instruments known as the Cross Junction Nutrient Reduction Implementation Plan ("NIRY). Please feel free to contact the if you have any questions. Sincerely, %k .. Mark D. smith Winchester Management, LLC Site Land Cover Summary Pre ReDeueloomont Cared Cnupr larrocl Post-ReDeveloprnent Land Cover (acres) A soils s Soils a Solis Ll stens rca#a!s .of Total Forest open (acres) 4.00 0,00 0.00 4.12 0.12 3 Managed Turf (acres) 0.00 0.00 0.24 1,13 1.37 31 impervious Cover (acres) 0.00 0.00 0.86 2.04 2:89 66 0..76 2.47 3.23 74 4.38 100 Post-ReDeveloprnent Land Cover (acres) Site Tv 2,,nid land Cover hlutr e!A load I final Post -Development A soils a Bolls C Solis D Soils Totals %b of Total Forestlopen (acres) Thi Load (lblyr) 0.000 0.00 0.04 0.00 0.00 0 Managed Turf (acres) � 0.00 0,00 0.33 0.8.2 1.15 25 Impervious Cover (acres) TP Load (Ib/yr) 0.00 0.00 0..76 2.47 3.23 74 4.38 104 Site Tv 2,,nid land Cover hlutr e!A load I final Post -Development Post{Past-ReDevelopment Post- Adjusted Pre- ReDevelopmeret _, 1.71 Development Thi Load (lblyr) 54.52 Neearirepraviausl ReDev+elopment (New impervious) Rebevelopment Site PV 0.76 0,75 4.95 4.75 Treatment Volume Vis:. 12,129 10,977 1 1,152 10,977 TP Load (Ib/yr) 7.62 6.901 1 0.72 6.90 Total TP Load ReducNbn Required ((b/yr( I 1.971 1.38 I 0„59 MR 11010 4 Final Post -Development Load Pre• 7 041. x k ; ; `' (Post-ReDeveloprnent & New Impervious) ReDevelopmeret _, 1.71 (lb/yrl Thi Load (lblyr) 54.52 50.37 ----------------------- __ ------- ...:...-.-------`- .--_--- -' Site Compliance Summary Maximum %Reduction Required setow 2R% Pre-ReDevelopment Goad Total Runoff Vclurne Reduction (ftp) 0 Total TP Load Reduction Achieved (Ile/yr) 0.00 1 Total TN Load Reduction AcNeve d (lb/yr) 0.00 Remaining Post Development TP Load 1.71 (lb/yrl 7:62 Remaining TP Load Reduction (Ib/yr) Ftequired t 7 Pre- final Post -Development ReDevelopntent Post-ReDeveloprnentTP TP Goad TP Load per acre per acre Load per acre lb/astre/ (ib/acrell r) (ah/acre/yr) 1.71 1.74 1.71 RE -DEVELOPMENT LAND OVER LEGEND IMPERVIOUS COVER FOREST/OPEN SPACE ® AREA OF INTEREST Water Quality Control (BMP) In accordance with the Virginia Stormwater Management Program (VSMP) regulations 9VAC25-870-55, calculations and analysis of the site utilizing the Virginia Runoff Reduction Method spreadsheet for new development (above) has resulted in the required reduction to achieve compliance 1.9 of removal of p 7 Ib/yr. The project post -construction phosphorus control requirement is less than 10 Ib/yr therefore this project proposed to provide offset options for its construction activity per regulations 9VAC25-870-69. In accordance and as per Virginia code § 62.1-44.'15;35 and § 52.1-44.19:14 and Virginia administrative code 9 vac 25-820-10 et seq, subject project will provide certification to both DEQ and Frederick County prior is issuance of land disturbance a affidavit of credit sate for 1.97 pounds of phosphorus from one of DEQ approved nutrient bank facilities for Frederick County within the Potomac watershed. 04 Le) Q Co C CNCc 0 NN 04 0 va N J�CWO _ ' M V�vC 0 -. 0 R r U. M � Date UJ 0 y� 4 � -a J wE CD Cn w >= Z Z Q 4'2 2017 ►mil --J EN AY ENGIN ERI RA Y L. EPLER ' Lic. No. 32809 022-56T�Z�i LIS1401VAL I DATE: SEPT 20, 2017 1 SCALE: • AS SHOWN I DESIGNED BY: JNT FILE NO. 0028GS SHEET 8 OF -15 1'7-17 I ;a —in 1� r►, 660 67; 670' 665 660 655 640 o r 640 iz '11 s L7 El II > 635 635 H 9+69 50 10+00 10+50 11+00 STORE! STR. 17 TO STORM STR, 18 M. .I 675 670 665 660 m 650 645 640 ktl II II I[ _ > 635 s. 635 H 9+5� 50 10+00 10.50 11+04 STORM STR, 19 TO STORM STR. 20 675 660 0 No 645 640 635 i0 675 670 665- 660 655 650 65 640 c►a yrs. 640 go sit - II �r r _ l I I 11 II Lo Ik _ 635 mm { 9+61 5th 10+00 1.0+50 11+00 11+50 12+00 12+60 13+00 f3+5i3 14+00135 0 STORK STR. 8 TO STORM STR, 14 O!g E c w 00 m mein 6 i-EWT C �.C4 0 me N 670 >�,,o d 670 650 m 6911 �- 640 Arc: 680 _Lk 690 D c. 69ij -;3--- _ - 680 680 ■ri■�kk�i 1� r►, 660 67; 670' 665 660 655 640 o r 640 iz '11 s L7 El II > 635 635 H 9+69 50 10+00 10+50 11+00 STORE! STR. 17 TO STORM STR, 18 M. .I 675 670 665 660 m 650 645 640 ktl II II I[ _ > 635 s. 635 H 9+5� 50 10+00 10.50 11+04 STORM STR, 19 TO STORM STR. 20 675 660 0 No 645 640 635 i0 675 670 665- 660 655 650 65 640 c►a yrs. 640 go sit - II �r r _ l I I 11 II Lo Ik _ 635 mm { 9+61 5th 10+00 1.0+50 11+00 11+50 12+00 12+60 13+00 f3+5i3 14+00135 0 STORK STR. 8 TO STORM STR, 14 O!g E c w 00 m mein 6 i-EWT C �.C4 0 me N 670 >�,,o d 670 650 m ,Sl=P 2 2 2817 AWAY ENGINEERI Rev. No. Date 2 7-24-2017 Lic. NO. 32809 . HATE: SEPT 20, 2017 SCALE. K 1N = 50' V. 1 5 DESIGNED BY. JNT' FILE NO. 0028GS SHEET 9 OF -15 1 17 .._...1 7 6911 �- 640 D c. Lr)Alm LLI � 1�■ ww■�krr ice: �� ■ri■�kk�i � 11. ui > 635 _ -- - 635 .I, °k■iii �■�kr �k1E�� kr����� ���'�'"'+k��iw. 9+50 10+00 10+50 11+00 1j+50 H = 1 50 cn STORM STR, 15 TO STORM STR. 160 ' E--qZ co LL>= H a> LU z a w ,Sl=P 2 2 2817 AWAY ENGINEERI Rev. No. Date 2 7-24-2017 Lic. NO. 32809 . HATE: SEPT 20, 2017 SCALE. K 1N = 50' V. 1 5 DESIGNED BY. JNT' FILE NO. 0028GS SHEET 9 OF -15 1 17 .._...1 7 0 C D c. � 1�■ ww■�krr ice: �� ■ri■�kk�i � .I, °k■iii �■�kr �k1E�� kr����� ���'�'"'+k��iw. wr.�klk1� 1•i k ■w �w k1•kIE1� �r ■ Nk1� „ , � kEr■k1•w ffIrr M, 1 � ��tw.�i.klkl• I k�k��71��L �rMk1Ek♦IE♦ ■� n '� _ i MM rs • ��ilkiikkr � , E 1 ,Sl=P 2 2 2817 AWAY ENGINEERI Rev. No. Date 2 7-24-2017 Lic. NO. 32809 . HATE: SEPT 20, 2017 SCALE. K 1N = 50' V. 1 5 DESIGNED BY. JNT' FILE NO. 0028GS SHEET 9 OF -15 1 17 .._...1 7 0 C D c. ,Sl=P 2 2 2817 AWAY ENGINEERI Rev. No. Date 2 7-24-2017 Lic. NO. 32809 . HATE: SEPT 20, 2017 SCALE. K 1N = 50' V. 1 5 DESIGNED BY. JNT' FILE NO. 0028GS SHEET 9 OF -15 1 17 .._...1 7 OUTLET PROTECTION FROM A ROUND PIPE FLOWING FULL: MAXIMUM TAILWATER CONDITION (Tw>0.50DO) RIP -RAP APRON DIMENSIONS STRUCTURE # ROUND PIPE FLOWING FULL (cfs) TAILWATER L� (ft) CONDITION Etc (ft) 3D,c, (ft) W (ft) D5o (ft) GLASS EX1 10.82 MIN. 10 2.00 6.00 16.00 0.5 1 8 8,27 MIN. 143 1 1.50 4.50 14.50 0.5 STO - SEWER PIPE CALCULATIONS 1S 5.90 MIN. 10 1.25 3.75 13.75 0.5 1 17 7.84 MIN. 10 1.25 3.75 13.75 0.5 1 19 7.80 MEN. 10 1.25 3.75 13.75 0.5 1 Runoff Z 3: 0 E -i fZ1 W Z M From To OA Coef. CA CA Tc Rainfall RtanoffQ, Invert Up • Invert Length Slope Diameter Capacity Velocity Incrern Flow Pipe (Acres) C (Increm.) (Accurn.) (min) (in/hr) cfs ) (ft) dawn (ft) 4°x.3 (in) (mss) Flaw Time (flys) Time Material(min) (ftp I (rain} 7 6 0.49 0.70 034 0.34 5.00 5.50 2.24 658.52 658.20 i 63.13 0.50 15.00 5.35 3.95 0,27 0.27 HDPE 6 5 0.49 47.70 0.34 0.69 55.00 6.40 4.41 657.95 657.45 100,00 0.50 18..00 8,68 4.67 0.36 0.36 HOPE 5 4 0.28 0.90 0.25 0.94 5.00 6.26 5,90 657.20 656.70 1100.00 47.50 18.00 8,68 4.98 0,33 0.33 HOPE 4 1 3 0,28 0.90 0.25 1.20 5.00 6.13 7.34 656.20655.70 100,00 0.50 24.00 18.69 5.30 3 0.31 0.31 HDPE 3 2 0.28 0:90 0,25 1.45 5.470 6.632 8.71 654.45 653.88 114.88 0.50 24.00 18.67 5.53 0.35 0.35 HOPE 2 1 0.10 0.81 0.08 1.53 5,00 5.90 9.02 653.63 653.30 65.45 0.50 24.00 18.77 5.60 0.19 0.19 HDPE 1 EX1 €1.38 0.85 0.33 1,85 5.00 5.84 10.82 651.19 649.78 26.92 5.74 24.00 60.547 13.82 0.03 0.03 HOPE 14 13 0.31 0.62 0.19 0.19 5.043 6.50 1.26 658.57 658.30 52.78 0.5015.{I�i 5.34 3.37 CJ,26 (1.26 HDPE 13 12 0.00 0..50 0.00 0.19 0.00 6,40 1 1.24 658.05 657.80 49.89 0.50 15.00 5.34 3.36 03.25 0.25 HDPE 12 11 0.42 0.90 0.38 1 0.57 5.003 6.30 3.651 557.55 657.05 100,01 0.50 15.00 5.34 4.41 0.38 0.38 HOPE 11 10 0.43 0.90 0.38 0.96 5.00 6.16 5,90 656.80 65.6.53 53.81 0.50 18.00 8.68 4.98 0.18 0.18 HDPE 10 9 i 0:041 0.50 0,00 0.96 0.00 6.09 5.84 654.53 654.30 47.16 0.50 18.130 8, 64 4.96 0.16 0.16 HOPE 9 8 0.00 0.50 0.00 0,96 0.00 6.04 5,78 654.30 654.26 7.62 0.52 18.00 8.89 5.06 0,03 0.03 HDPE 16 15 0.37 63.67 0.25 0.25 5.00 6.50 1.62 658.26 657.90 50.87 0.71 15.00 6.35 4.10 0.21 0.21 HDPE 18 17 0.08 0.30 0.03 0,03 5.00. 6.50 13.16 654.10 6154,(108,01 1.25 15.00 8.44 2.57 4.7.05 0.05 HDPE 20 19 0.09 I 0.90 1 0.08 0.08 5.00 ' 6,50 0.51 656.60 656.50 8.018 1.24 15.00 8.39 3.59 ; 0:04 0.04 HOPE STORM INLET CALCULATIONS Inlet Sag Inlets Onl Structure Curb DA C CA Sum I Q Qb cfs Qt () 5 % ( ) Sx T ft ) 1?iW (ft) WI T S w (ft/ft) Sw r Sx Eo a S1 = Se=Sx+S'w L, Spec Qb, .Co i dame Inlet ID Opening (AC) CA (inJhr) (cfs) (cfs) ( `ft3 a,(12W) (Ea) (ftJft) Lt (ft) L/Lt E. Qi (cfs) Length (cfs) Depth (in) Height sJh T @Sag Length (ft) (ft) 7 D1 -3B - 4' 4.00 0.49 0.70 rO.34 0.34 r 6.50 2.24 0.00 2.24 0.01 0.02 2.00 0.08 4.00 4.00 1,04 1 1.00 2.24 0.00 0.25 0.50 0.51 6.38 6 DI -1 2.16 0.49 0.70 0.34 0.34 6.50 2.24 0.00 2.24 5 DI -1 2.16 0.28 0.90 0.25 0.25 6.50 1.65 0.00 1.65 1.00 2.24 0.00 U6 - - 12.92 4 DI -1 2.16 0.28 0.94 0.25 0.25 6:50 1.65 0.00 1.65 1,00_ 1,65 0.00 0.21 - - 10.74 3 Df -1 2,16 0.28 o.90 0.25 43.2s 6.50 1.62 0,00 1.62 1.00 1.65 0.00 0.21 - - 10.741.00 2 DI -2A 2.20 0.10 0.81 0.08 0.08 6.50 0.53 0.00 0.53 0.01 0.02 2.00 0.08 1.62 0.00 0,21 - - lo.cz I Df -3C - 4' 4.00 0.35 0.85 0,33 0.33 6.50 2.12 0.00 2.12 0.01 0,02 2.00 0.08 � �_20 2.20 1.00 1.00 0.53 0.00 0.18 0.50 0.36 2.72 14 DI -3B - 4" 4.00 0.31 0.62 0.19 0.19 6.50 1.26 0.00 1.26 0.01 0.02 2.00 0.08 4.00 4.00 1:00 1.00 2.12 0.00 F 0,24 5.46 0.53 5.91 13 DI -1 2.16 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 4.00 4,00 1.00 1.00 1.26 0.00 0.17 0.50 0.35 2.33 12 DI -1 2.16 0.42 0.90 0.38 0.38 6.50 2.47 0.00 2,47 0.00 0.00 0,05 0, 04) - - 0.430 11 DI -1 2.16 0.43 0.90 0.38 0.38 6.50 2.50 0.00 2.50 1.00 2.47 0.00 0.27 - - 13.71 9 DI -2A 2.20 0,10 0.94 0.09 0,439 6.50 0,56 0,00 0.56 0.01 0.02 2.00 0.08 2.20 1.00 2.50 0.00 2.20 1.00 0.56 0.00 0.28 0.18 - 0.50 - 0.37 13.82 14 DI -3B - 4' 4.00 0.37 0.67 0,25 0,25 6.50 1,62 0.00 1.62 0.01 0.02 100 0.084.00 ,1.00 2.87 18 DI -2A. 2.20 0.08 0.30 0.03 0.03 6.50 0.16 0.00 0.16 0,01 0.02 2.00 0.08 4.00 1.00 1.00 1.62 0.00 0.20 0.50 0.41 3.91 24 DI -2A 2.20 0.09 0.90 rO.08 0.48 6.50 0.51 0.00 0.51 OM 0,02 2.00 0.08 2.20 2.20 1.00 1.00 0.16 0.00 0.13 0.50 0.26 0.06 2.20 r 2,20 rL00 1.00 5.51 0.04 0.18 0.50 0.36 2.56 HYDRAULIC GRADE LINE CALCULATIONS JUNCTION LOSS Inlet Outlet La Inlet Rim No. W.S.E. (ftp Do (in) Q�] (0f5) (ftp Sfa (°!a Hf (ft) Vo 4 i Ho (ft) Vi (fps) 40iVi � Vi^2/2g Angle 1.3Ht Hi (ft) 8 K Hb (ft) Ht (ft) 0.5Ht Final H (ft) W.S.E. Elev (fps) (efs3 (deg) (ft) (ft) (ft) (ft) 7 659.20 1.5.00 2.24 63.13 0.11 , 03.07 3.95 0.07 63.07 0.09 67.415 ` 4.11 659.32 652.56 6 658.65 18.04 4.41 16747.430 41.16 41,16 5.47 41.418 2,24 3.95 8.84 0.24 0.08 32.27 0.37 0.09 4.25 0.34 OJ7 0.32 658.98 663.20 5 657.90 18,00 5.90 100.00 0.28 0.28 4:98 0.10 4,41 4.67 20.59 0.34 0.12 0,10 0.00 0.00 0.22 0.28 0.14 0.42 658.32 663.20 4 657.30 24,00 7.34 100.00 1 0.09 0,09 5.30 0.11 5.90 4.98 29,42 0.39 0.14 61.05 0.00 0.00 0.24 0.32 0.16 0.25 657.56 663.20 3 655.48 24.00 8.71 114.88 0.13 0.15 5.53 0.12 7.34 .5.30 38.89 0.44 0.15 4.16 43,05 0.02 0.29 0.15 0.30 655.78 563.20 2 654.90 24.00 9.02 65.45 01.14 0.09 5.60 0.12 8.71 5.53 48.11 0.47 0.17 74.49 4).64 0..30 0.59 030 0.39 655.29 662.83 1 651.38 24.043 10.82 26.92 0.20 0.05 13.82 0.74 I 9,02 5.60 50.50 ! 0.49 0.17 61.99 0.57 0.28 1.19 1.55 0.77 0.83 65211 662.94 14 659.341 15.00 1.26 52.78 0.03 0.02 3.37 0.05 a 47,05 4).(91 0.633 03.05 659.35 662.56 13 658.80 15.00 1.24 49.89 0-03 0,02 3.36 43.474 1.26 3.37 4.25 €7.18 0,06 35,18 0.39 0.0.7 0.1.7 0.09 0.10 658.91 663.50 12 658.05 15.00 3.61 100.01 0.28 0.28 4.41 0.038 1.24 3.36 4.17 1 0,18 0.06 0.02 0.00 0.044 0.14 0:18 0.09 0.37 658.42 663:20 11 657.73 18,00 5.90 53.81 0,28 0.15 4.98 0.10 3.61 4.41 15.94 0.30 0.11 0.03 0.00 0.00 0.20. 0.26 0.13 0.28 658.02 663.20 10 655.60 18.00 5,84 47.161 03.24 0.11 4.96 0.10 5.90 4:98 29.40 0.39 0.14 31.05 006 0.14 0.37 0.48 0.24 0.35 655.95 663.49 9 655.46 18.00 5.78 7.62 0.27 0.02 5.06 0.10 5.8:4 4.96 28.93 0.38 0.13 0.00 [1.630 0,00 0.23 61.12 43.14 655.60 663.110 16 658.90 15.00 1,62 50.87 0.06 0.03 4.10 0.08 43.08 63.161 0.475 G,08658.98 662.26 18 655.00 15.00 0.16 8.01 0.00 t 0.00 2.57 1 0.03 0.03 0:04 0.02 0.02 655.02 663.00 20 1. 657.50 1.5.00 0.51 8.081 1 0.01 0.00 3.59 0.06 T 0.06 0,08 0.04 (L04 657.54 663.00 OUTLET PROTECTION FROM A ROUND PIPE FLOWING FULL: MAXIMUM TAILWATER CONDITION (Tw>0.50DO) RIP -RAP APRON DIMENSIONS STRUCTURE # ROUND PIPE FLOWING FULL (cfs) TAILWATER L� (ft) CONDITION Etc (ft) 3D,c, (ft) W (ft) D5o (ft) GLASS EX1 10.82 MIN. 10 2.00 6.00 16.00 0.5 1 8 8,27 MIN. 143 1 1.50 4.50 14.50 0.5 1 1S 5.90 MIN. 10 1.25 3.75 13.75 0.5 1 17 7.84 MIN. 10 1.25 3.75 13.75 0.5 1 19 7.80 MEN. 10 1.25 3.75 13.75 0.5 1 Nin ea �° CN C0 �•� c V CDC5 N w V� 0c I'D 0 0 M Rev. No. Date 1 7-18-2017 _ TH 'M1 N L LER LiG. No. 3280 22 +: iv,,IN ylix QIIiA� . DATE. SUPT 20, 2017 SCALE: - N/A DESIGNED BY JNT FILE NO. 002BGS SHEET 10 OF -15 17-17 U� Z O 0 E _ 4 Z LL C) a W &-+ U LU' W W Cl) l ■` G� Z 3: 0 E -i fZ1 W Z M 0 Rev. No. Date 1 7-18-2017 _ TH 'M1 N L LER LiG. No. 3280 22 +: iv,,IN ylix QIIiA� . DATE. SUPT 20, 2017 SCALE: - N/A DESIGNED BY JNT FILE NO. 002BGS SHEET 10 OF -15 17-17 5' NO. 11 GAUGE & 1" BEVELED GALVANIZED STEEL BAND WITH BOLT AND NUT HEIGHT OF BRACE SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS i INTERNATIONAL SYMBOL OF ACCESSIBILITY LIGHT COLORED REFLECTIVE BACKGROUND MATL:�_ DARK COLORED 2" LETTERS 318- BORDER SIGN SHALL BE LOCATED SUCH THAT IT WILL NOT BE OBSCURED BY VEHICLE PARKED IN SPACE. SIGN {SEE DETAIL) FC OR HEEL smP , wff H EP PARKING 6111:� 24" 4,0' MIN. T.0' MAX. STRIPED AREA 4" STEEL PIPE FILLED WITH CONCRETE DISPLAY CONDITIONS UNLAWFUL PARKING IN THIS SPACE IS SUBJECT TO A FINE OF HANDICAPPEDn8w! 50.00 TO $100.00 SYMBOLS LIGHT COLORED 1" LETTERS DARK COLORED REFLECT 8' VAN ACCESSIBLE SPACE BACKGROUND MATERIAL 5' FOR REGULAR SPACE NOTE: RAMP FOR HANDICAPPED MUST BE LOCATeD AT SAME POINT ADJACENT TO THE V AISLE. TOP RAIL -- LINE POST WIRE FABRIC P SPECIFICATION Handicapped Parkin NTS 10/24114 Ver. 1 Index # NOTES: 1. THIS DETAIL IS FOR REFERENCE PURPOSES ONLY REGARDING THE GENERAL REQUIREMENTS OF THE FENCE TO BE PROVIDED. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL POST SPACING, BRACING, FOOTERS, GATE SPECIFICATIONS, AND STRUCTURAL REQUIREMENTS WITH THE FENCE MANUFACTURER 2, GATE STOPS SHALL BE PROVED 1' BEHIND EDGE OF PAVEMENT AND WILL, LOCK GATE INPLACE BY CATCHING THE DROP ROD. GATES SHALL. BE PROVIDED WITH DROP RODS CENTER REST. OUND ARANCE WAX. AIN, MOTES t TIM MEW gar K PNOW OR CW N PLACE. L �IF A3 CAST R1 rrLAc, 3,MN CLFS & I OMM A RO MIS Cud r GUTTER, 4 YlR.�TTSiaM1FH Gt�@"��1aE°TOIiMIiY°E EE CONSTtSMCM PARALLEL TO WE SLOPE THE PA�kT a Aho TO THE W"fH OF 5. ALLOW FOR ME OF 00,5 R IN WWW OF GS RR4M STAICAML A rr WTHECN&Wa COMBINATION 6" CURB AND GUTTER I AMA IMM 5vms_l "INI DEPAUMOR W TRA* TAU* REvowGATERmJ DOUBLE SWING GATE 1201114 VER 1 4" REINFORCED CONCRETE 3000 PSI 4" SUBBASE (21-A STONE). WIDTH VARIES SEE SITE PLAIN 1!4" = 1' .� d a 4' .q- b+ 7r Jf COMPACTED SUBGRADE (95% DENSITY) CONCRETE SIDEWALK N.T.S. 11/05114 VIII 1 2" SM -12.5A SURFACE COURSE 8" SUBBASE VDOT STD. 21 B I If ITIT(= q COMPACTED SUBGRADE (COMPACTED TO 95/,� DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 5. SOIL TEST OF THE SUBGRADE MUST BE SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. STANDARD PARKING AREA PAVEMENT SECTION 1106/14 - N.T.S. VER 1 1.5" SM -12.5A SURFACE COURSE 3" BM -25 BASE COURSE 8" SUBBASE VDOT STD.. 21B I _I' Iiiiiii II Iii I t IiiE I -'iii COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 5. SOIL TEST OF THE SUBGRADE MAST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. NOTE; ONSITE PAVEMENT TO TIE IN TO EXISTING ROADWAY PAVEMENT SHALL BE PER VDOT STANDARD WP -2, AREA TO BE MILLED AND OVERLAID AT TIE IN JOINTS SHALL BE DETERMINED BY THE VDOT INSPECTOR. HEAVY DUTY PARKING PAVEMENT SECTION 11106/14 N,T,S. VER 1 Z, u mi w cn OVEN PL/-,,, SFP 2.2 201 MAY ENIGINEF-77( I Rev. No, E Date 9-15-2017-1 y N L fPLER Lic. NO. 32809 22 --jePT-2a I DATE: SEPT 20, 2017 I SCALE: - N/A DESIGNED BY: JNT FILE NO. 002BGS SHEET 11 OF -15 17-7 general backilii D2 L L-- { I finished grade location marker 24"select B backfill Both joint$ of the fitting shad be restrained. in addition, all joints within VP the specified length on the large side ofthe reducer shall be restrained. 6 Ali backfill to be compacted to 95% D D of ASTM D698 mown tium density. tp stone B" STANDARD general backfill 1Jorteral backfill In addition to restraining each joint of the fitting, M "; n any JointtW labs within the specified length of 8" v 6" 8" li: 5 V 8" each brancin of the fftting shall be restrained. " L = restrained length of pipe (PVC or DIP) location 24'select ocationmarker 24 "select doom bend Ld = down bend restrained length of pipe (PVCar IIP) L = restrained length of depth 4 It min. Lu = up bend restrained lengthof pipe (PVC or DIP) pipe (PVC or Dip) D = pipe diametar ---- LCt , D = pipe diameter up bend Code 31h D marker backlit(conereie backfill D = pipe dlameter Each sides of am,vertical offset •' ,6 8" ` 6" stone 112 O.D. 112 ' "• r O.D. LLL D 6' W 12" 16" 18" 20' 24' 24" Ld (ft) bend stall be restrain s addition, %hyjoint far 1 vir€thir the spacip*d length on each side Of the fiitq shall be restrained. / 40 L (14 60 60 100 120 120 140 164 TEE, CROSS; WYE concrete 6" stone �, GONCR rE CRAOLE CONCRETE ARCH general backfill {rJ , LLL t fII w illi 1IIF D D 45' D S. s' & 12' 18', Is- &2W 24" 24" Ld (ft) 20 40 64 80 (ai 24 20 24 24 location marker 24" select L = restrained length of pipe (PVC or DIP) In addition to restraining the connection, any joint that 221/2, backfill D = pips diameter fel#s within the specified length shall be restrained. :)D x By 8 S' & 12° D 6" 8' 12" 16" 18" 2(I' 24" 20 20 20 e" S. 12' 18" 1&, 20" 24' L - restrained length of +'. e 45°, 22112'. 11 114°L pipe (PVC or DIP) (it) BD 6€I t44 120 124 144 160 . • ti' L (ft) 24 2U 24 20 20 20 20 D = pipe diameter HORIZONTAL BEND VALVE, DEAD END D 8 S' & 12° 16", 18" & 20' 24" Ld (ft) 20 20 40 40 Lu (1j) 20 20 20 20 11 1W D 6" S" & f2' Is", 18" & 20' 24" Ld (M 20 20 20 20 Lu (It) 20 20 20 M CONCRETE ENCASEMENT RESTRAINED JOINTS FOR RESTRAINED JOINTS FOR REDUCER, RESTRAINED JOINTS FOR TRENCH & BEDDING TEE, CROSS, WYE AND HORIZONTAL BEND GATE VALVE AND DEAD END VERTICAL OFFSET -� - FEB 49 -2- FEB tie -3- FEB 09 -+Q.- FEB 09 trench width FL ss required S spigot by pactseted bell 45° hand W'da. schedule 40 steel z treated 2"x 4' with top 6' painted blue 11 pipe filled with concrete plasto i lugng o V tellFIPand RltP ptaatic plug on 5'tait piece and painted yellow 24° finished meter box grade 7' 2 finished -�,� and cover i l grade 3E sidewalk a'minimum 18" dla 1'-6" as Capitol Found of VA. Inc. trato concrete - .,, ,;, g ketal pipe and fittings c p Foundry encasement ? 3 -- 8" x 4" gasketed bell a bsarirtg elearmutjlamptwle frame 1 2 f" ttrefar by .: s"1 Solvent Weil cEp I and cover, Item No. VS-9*S PaneilaModel PA45V-CSK (4) cast iron 38 BOLLARD DETAIL property cleanout cap with standard gasket and brass tine plug having a �untersunk square head 4W 48" NOTE: finished finished concrete skid pad : 3' min, stone Weep holes shalt not be subject to being submerged, If grade 18" grade 24" Dia, x 6" deep surrounding ' installation Is In an area having a high groundwater table, the box Audrorityrs engineer shall be ccntacfed for hydrant relocation, 1' 21 CTS taolyethyiene 0 tubing (PET) 2W t2° pal with SS Inserts 126 516" shone at all usRnections ' location marker 36'' mim as required concrete pad 1'-6' d e x E" deep coven Opposite Side finished 8 min stone saddle Wills grade I 2" min. • B' max. 45° :::::. t2 au corp stop '. �i gauge solid insulehed :; e:. copper wire for line tracing, stonef ... > .•;.,. . B'swne at f4foot intervals g" stone io be screw type adjustable valve box treated 21x 4" 4ritts minimum ct6' valve box adaptor top 61' painted green Same Side above top of base ocsaor marker 4' Alpe at 2.40% fitter cloth stone minimum grade sanitarointy fNSTALLAT10N NOTES: stone restraints }e sewer mainh�e 45° hand 2, Water seMlocation 01 meter box r crossing street.sernbly to be approved prior to installation. :: o .................................................. 45' ...................�..,...-........,.,.......,.,........,...-........:... ._ ..........- .... a Encase i i _::: ......:. SDR2 pipe. Tfre piping sfsail rm from ono Root beyond sidewalk across the •^ n 3 tutletsr S or tMayo , street to one tact beyond sidewalk. :.' b.i t1 ..............:... 2 gaups elated copper wire (far line tracing) from corporation stop to Indo the mater box [wrap wire rr5tal solid Ins around corporation stop; wire to be ed to to of PET at 10 foot intervals' come u Into t All pipe and fittings shalt be SRR 35/28 taped p p meter tows, wraparound bottom of angle ball valva; mechanical ]okrt ..... .....:. .............. terminate with 12' tarY oleos], swivel tee with of Tt 3 "6^ branch THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE idb ack „ ..... ...:..... 6" atone g n 3 rr 3 a .r: ;• wroaed 2D 3f ga4d }ilacr� All pipe and fittings shall be SDR 35126. a x 4 � /a. AND 1o GRAVITY SEWER LATERAL METER INSTALLATION FIRE HYDRANT ASSEMBLY FOR MAIN WITH COVER 15 FT OR LESS -g_ In 09 .6- APR 49 -22- FEB t19 GRAVITY SEWER CLEANOUT -24- FEB 08 i C4in CO co �. E C C4 MONf4 v J• 0) C IN IVf 1 C _c�uica c"", �J--CL� LL H 4 E -i U t—i 0 I--1 a> LL Q Q � � LU W >in x �_, r Qt•+-� -9 w w z0 r 0 W I Rev" No. I Date RA �! L. �L PLER Lie. No. 3280 `�y0 2 -moi = Zj)i , NNAL�� DATE, SEPT 20, 2017 1 SCALE: , N/A DESIGNED BY JNT FILE NO. 002BGS. SHEET 12 OF -15 17-17 GENERAL CONDITIONS SCOPE OF WORK The landscape contractor shall provide all materials, labor and equipment to complete all landscape worts as shown on the plans and specifications. NOTE: If the contractor bids according to the Plant List, heishe should thoroughly check the plant list quantities with the symbols drawn on the plan, to be sure there are no discrepancies. If there is a discrepancy between the drawing and the list on the plans, the drawing takes precedence. STANDARDS A. All plant material will conform to the current issue of the American Standard for Nursery Stock published by the American Nursery & Landscape Association (ANLA). B. Plant material must be selected from nurseries that have been inspected and certified by state plant inspectors. C. Collected material may be used only when approved by owner's representative. D. Nomenclature will be in accordance with Hortus III by L.H. Bailey. SUBSTITUTIONS: PRE-BID It is the landscape contractor's responsibility to make every reasonable effort to find the cifled by the architect. The landscape contractor may offer substitutions to material spe the landscape architect for his/her consideration. The landscape contractor will notify the landscape architect if there are known diseases or insect resistant species that can be substituted for asetect ed pest -prone Iant. The contractor shall submit a base bid as per plan plus price clarifications for all recommended substitutions. SUBSTITUTIONS: POST -BID It is the intent to eliminate post -bid substitutions. However, in the event that the contract material has become unavailable, an appropriate substitution must be approved by the owner's representative. UTILITIES AND UNDERGROUND FEATURES The landscape contractor shall notify utility companies and/or the general contractor in advance of construction to locate utilities A. If there 6 a conflict with the utilities and the planting, the landscape architect shall be responsible for relocating plants prior to the planting process.. Any cost due to relocating after planting shall be borne by the owner. DRAINAGE If plants are to be installed in areas that show obvious poor drainage, and the plants are inappropriate for that condition, the landscape contractor shall notify the landscape architect and owner. If they deem necessary, the plants shall be relocated, the contract shall be adjusted to allow for drainage correction at a negotiated cost, or the plant selection modified by the landscape architect to accommodate the poor drainage situation. WARRANTY A. The standard warranty is for a one (1) year period, excluding bulbs, sod and annuals, commencing on the date of initial acceptance. All plants shalt be alive and in satisfactory growth at the end of the guarantee period. B, Any material that is 25% dead or more shall be considered dead and must be replaced at no charge, A tree shall be considered dead when the maid leader has died back, or 25% of the crown is dead. C. Replacements shall be made during the next planting period. D. Replacements shall be of the same type, size and quality as original species unless otherwise negotiated. STANDARDS A. Plants will be In accordance with the curtANLA's Standards and conform in general to representative species.. B. Bailed and Burlapped (B&B) 1. Balled and burlapped plants shall be dug with firm root balls tree of noxious weeds. There should be no excess soil on top of the root ball or around the trunk. 2. Ball sizes shall be in accordance with ANLA Standards. 3. Caliper and Height. Measurement: In size grading B&B single -trunk trees, caliper shall take precedence over height Caliper of the trunk shall be taken 6" above the ground level (up to and including 4" caliper size) and 12" above the ground level for larger trees. For multiple -trunk trees, height measurement shall take precedence over caliper. C. Container Grown Stock 1. The size of container -grown shrubs is measured by height and width of plant. Container -grown trees are measured by the same standards listed in B.3 above. The root system of container -grown plants shall be well-developed oiled and well -distributed throughout the container. 2. All container -grown trees and shrubs that have circling and matted roots shall be treated in the following manner prior to planting: using a knife or sharp blade, make 4-5 cuts, 1" deep, the length of the root ball, to cut all circling roots. See Planting Procedures For All Container -Grown Trees & Shrubs in this section, 3. All: container -grown plants should be grouped and watered daily until they are planted in the landscape, the soil shall be kept moist with the equivalent of one inch of rainfall per week. A. Pruning shall be done before planting or during the planting operation. Pruning Detail for Trees in this section. B, Allplant material in transit shall be COVe red to keep material from drying out. The covering shall comply with state and local laws pertaining to the transport of materials C. Trees shall be placed in an upright position with the rootbali covered by mulch and kept moist. Trees and shrubs should not be left on site unpianted for more than 24 -hours without adequate water to insure roots survival. INSPECTION A, Plants may be subject to inspection and approval by the owner or owner's representative at the place of growth or holding yard for conformity to specification requirements as to duality, size and variety. B. Plants damaged in handling or transportation can be rejected by the owner or owner's representative, C. State nursery inspection certificates shall be furnished to the landscape architect upon request. PLANTING PROCEDURES FOR ALL CONTAINER -GROWN TREES & SHRUBS A. Remove the plant either by cutting or inverting the container, B. For untreated plastic container grown plants with circling roots, use a sharp knife to make 1" cuts the length of the rootball. C. Plant shrub or tree a minimum of 1/8 of the height of the rootbali above existing grade. D. Apply a 2 to 3" thick layer of approved mulch. keep mulch 6" away from D. the trunk of all trees and shrubs. E. Plants grown in root containment bags must have the bags removed during the planting operation. No additional slashing of the rootball is necessary. f V ,I F r i PROPOSED RETAIN 1, WAIL & 2:1 SL r r TO BE UTILIZ . r r PERIMETER RISING SCREEN IN ADC DANCEH 'FREDERICK CC N C�NIi° G P,54410,/ 165 .18.I=.//--�-- . B a r i f y ABB BOTANIC NAME COMMON NAME QUANTITY SIZE As Acer saccharum Sugar Maple 4 2" cal B&B Ps Prunus sp. f=lowering Cherry 7 2" cal B&B Qp Quercus phellos Willow Oak 4 2# cal B&B Pa Picea Sp. Spruce 103 6' ht. To Thuja occidentalis Eastern Arborvitae 188 6' ht. DIG HOLE 2X --3X ROOT BALL WIDTH TREE PLANTING — VERTICAL STAKES TREES <4' CAL. SCALE; NOT TO SCALE kIN OR TIE HOSE . WITH TIE STAKES ? TO FIRM SOIL STAKES ) TO FIRM SOIL FAKES PARALLEL 5 AND BUILDINGS PRUNE DOMINANT LEADERS PRUNE RUBBING OR CROSSING BRANCHES - DO NOT STAKE OR WRAP TRUNK UNLESS NECESSARY REMOVE TAGS AND LABELS CUT AWAY ALL BALLING ROPES TOP OF BALL IS TO BE 2" EXISTING GRADE REMOVE TOP OF WIRE BASKET WIDEN AND SCORE HOLE WALLS REMOVE CONTAINER AND CUT CIRCLING ROOTS IF CONTAINER -GROWN OR AS MUCH BURLAP AS POSSIBLE LEAVE SOLID SOIL PEDESTAL - DO NOT DIG DEEPER THAN BALL DEPTH 2X -•3X BALL DIA. TREE PLANTING DETAIL TREES c4' CAL. SCALE. NOT TO SCALE W-0 .. :_ 1 p11� f ' a p Ft i" 11 °� L I I Iw I, i w I _a II a 185 Tom` /`� ,5957.8 Sq. deet _ Ind F Ip 1 �� _ %Try3 i I Q3 Pa =� I ... ° ., •any*�� THIS SHEET FOR LANDSCAPING ONLY =0 _= o =0 ,00 SCALE: 1" 50' INTERIOR PARKING LOT LANDSCAPING: PER 165-27(E)(1 1)(B) -1 TREEPER10 SPACES 9 SPACES PROPOSED/10 =1 TREE REQUIRED PERIMETER LANDSCAPING PER 166-202.011)(13)(a) SELF-SERVICE STORAGE FACILITIES 1 TREE PER 10,000 SF IMPERVIOUS AREA (140,698 S.F.) = 14 TREES REQUIRED TOTAL TREES REQUIRED =15 TREES C4in E C C4 t�J J r_ c sn 00 r4 :1+ 2 : in W L= -t cl)< �> l LL.P-4 LU ; WE-1 71 U1 �Z) q = Z w� Q FCSA NOTE: 1) NO TREES OR SHRUBS SHOULD BE PLACED ON FCSA EASEMENTS (SHRUBS ONLY WOULD BE ALLOWED WHEN SHIELDING HEADLIGHT GLARE PER COUNTY ORDINANCE REQUIREMENTS SEC. 165-20102) ` DATE: SEPT 20, 2017 SCALE: AS SHOWN DESIGNED BY: JNT FILE NO. 0028GS SHEET 13 OF 15 17-17 SELF STORAGE PERIMETER SCREENING PER 165-204.18F(1) A DOUBLE ROW OF 6' EVERGREEN TREES THAT ARE STAGGERED AND PLANTED AT A MAXIMUM OF EIGHT FEET OFF CENTER (AND SECURITY FENCE) — Da NOT PRUNE TERMINAL ARE TO BE PROVIDED ALONG THE NORTHERN/EASTERN FACILITY PERIMETER LEADER OR BRANCH TIPS RETAINING WALLS AND SECURITY FENCE WILL PROVIDE SCREENING ALONG INTERSTATE 81 RIGHT OF WAY (NORTH ERNIWESTERN PERIMETER) &"P', `7 THE SOUTHERN PERIMETER OF THE PROPERTY (GATEWAY DR./ EXISTING SHOPPING CENTER) PER 165-204.18F(1) TO BE SCREENED BY DOUBLE ROW OF 6' EVERGREEN AWAY ENC If°`jeE'�", TREES THAT ARE STAGGERED AND PLANTED AT A MAXIMUM OF EIGHT FEET OFF CENTER (AND SECURITY FENCE). PRUNE NARROW CROTCH ANGLES AND WATER SPROUTS *ALL PLANTS SHALL CONFORM WITH 165-203.01 OF THE FREDERICK COUNTY ZONING ORDINANCE AND ALL PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY Rev. No. Date FREDERICK COUNTY PLANNING DEPARTMENT i 6--15-2017 — PRUNE BROKEN BRANCHES NOTE: THE PLACEMENT OF TREES SHOWN ON THE PLAN MAY CHANGE AT THE FINAL FUTURE SITE PLAN STAGE, THE OWNER RESERVES THE RIGHT TO RELOCATE TREES TO ��---�" PRUNE SUCKERS MAKE THE SITE ASCETICALLY PLEASING, 2"-3" MULCH KEPT ----AWAY FROM TRUNK SOIL *ALL PLANTS SHALL CONFORM WITH 165.243.01) OF THE FREDERICK COUNTY ZONING ORDINANCE AND ALL PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY U RAN L. EPLER WELL TO CONTAIN WATER FREDERICK COUNTY PLANNING DEPARTMENT.' Lie. No. 32809 UNAMENDED BACKFILL SOIL WATER TO SETTLE SOIL PER FREDERICK CO. 2.0:165-203.18F(4) THE INSTALLATION OF A FENCE THAT IS A MINIMUM OF 6' IN HEIGHT MAY SUBSTITUTE FOR LANDSCAPED AREAS IN ALL ZONING ZO�. - AREA FOR WATER DRAINAGE DISTRICTS .iVA .L FCSA NOTE: 1) NO TREES OR SHRUBS SHOULD BE PLACED ON FCSA EASEMENTS (SHRUBS ONLY WOULD BE ALLOWED WHEN SHIELDING HEADLIGHT GLARE PER COUNTY ORDINANCE REQUIREMENTS SEC. 165-20102) ` DATE: SEPT 20, 2017 SCALE: AS SHOWN DESIGNED BY: JNT FILE NO. 0028GS SHEET 13 OF 15 17-17 G R" SIGN TYPE MODIFIED'D " TYPE SIGN TYPE MOTilF1£Q "Q' SIGN TYPE MODIFIED "D' SIGN TYPE MODIFIED "D " SIGN TYPE 'A YPE� SIGN TYPE D MODIFIED'D " SIGN Trp -C SIGN TYPE MODIFIED 'D " 9336.2 Sq. Feet SIGN TYPE MODIFIED "D 8957.8 Sq. Feet SIGN TYPESIGN TYPE MODIFIED "D "_�L MODIFIED M " .,D err FIRE HYDRANT- SIGNTYPIE MODIFIED 7D " THIS VIEW FOR FIRE LANE MARKINGS & SIGNAGE ONLY FIRE TYPE FIISD "D " SIGN TYPE MODIFIEi1-D ` TYPE PIED "D " SIGN TYPE "C 50 \25� 0 50 100 SCALE: 1 " 50' D. Iueation ofstructures. (1) At least three perimeter watts of all industrial, commercial, public: or semipublic or residential structures with three or more dwelling units per structure shall be within. Zoo feet of a street, fire lane, or private street. (2) Structures exceeding 3o feet in height shall not be set back more than go feet from a street; fire lane or private street (3) When any combination of private fire -protection facilities, including but not limited to fire -resistive roofs, fire separation waUs, space separation and automatic fire-eting 'Shing systema, is provided, and approved by the Fire Marshal or his/her designated representative as an acceptable alternative, Subsection D(2) shall not apply. (4) The Rim Marshal or his/her designated representative may, in concert with the local volunteer fire company; require at least two'meam of access for fire.apparatus to all commercial and industrial structures. Those: access ways shall meet the requirements of Subsection B[3). (5) Landscaping or other obstructions shall not be placed around. structures or hydrants in a manner so as to impair or impede accessibility for firefighting and rescue operations. E. Water supply. (>) Water supply systems shah be designed so as to be capable of supplying at least 1,000 gallons per minute at 20 pounds per square inch. Water supplies shall be made available and operational before =nhustibles are on site during construction. (z) In areas developed with single-family detached or duplex dwelling units, there shall be a fire hydrant within 400 feet of all units. In areas developed with three to five dwelling snits per structure, there shall be a hydrant within Soo feet of all units. In areas developed with six or more dwelling emits per. structure, there shall the at least two hydrants within 3Do *et of all units. In areas developed %ith industrial or commercial development(s), there sh22 be a bydrant within goo feet of all portions of any structure. Where one hydrant is dedicated to the operation of a standpipe system, there shallbe at least one other_hyd=nt meeting the distance requirements set forth above. The hydrant dedicated to the operation of the standpipe system shall not be farther than 5o feet from the standpipe. Distance measurements under this section shall be along center -line roadway surfaces or along surfaces meeting the requirements of a fire lane (designated or undesignated) where appropriate, but in all cases acs to each hydrant shaft be directly from a roadway and/or fire lane. (3) Fire hydrants shall be marked in accordance with the Frederick County Sanitation Authoritypollcy. (4) Fixe hydrants located in parting areas shall be pr bwbed by barriers that will prevent physical damage from vehicles. (5) Fire hydrants shall be located within three feet of the curb line of fire lanes, streets or private. streets when installed along such access ways. (6) hire hydrants sbaA be installed in accordance with the standards of the Frederick County sanitation Authority. (7) Threads on fire hydrant outlets shall confonn to Frederick County Sanitation. Authority policy. (8) Fire hydrants shall be supplied by not less titan a six-inch diameter main, Guidelines referenced from the 2012 Frederick County Fire Preventiory tc►de APPENDIX D FiRE APPARATUS ACCESS ROA4- D104.3 Remoteness Where two fire apparatus access roads are required, they shall be placed a distence apart equal to not less than one half of the length of the maximum overall diagonal dimension of the lot or area to be served, measured in a straight line between accesses. SECTION D105 AEfUAL FIRE APPARATUS ACCESS ROADS 010.1 where required Where the vertical distance between the grade plane and the highest roof surface exceeds 30 feet (9144 mm), approved aerial fire apparatus access roads shall be provided. For purposes of this section, the highest roof surface shall be determined by measurement to the eave of a pitched roof, the intersection of the roof to the exterior wail, or the top of parapet walls, whichever is greater. 0105.2 width Aerial fire apparatus access roads shall have a minimum unobstructed width of A6 feet (7925 mm), exclusive of shoulders, in the immediate vicinity of the building or portion thereof. D105.3 Proximity to building At least one of the required access routes meeting this condition shall be located within a minimum of 15 feet (4572 mm) and a Maximum of 30 feet (9144 mm) from the building, and shall be posltfoned parallel to one entire side of the building. The side of the building on which the aerial fire apparatus access roan is positioned shall be approved by the fire code official, DUGA Obstructions Overhead utility and power lines shall not be located over the aerial fire apparalus access road or between the aerial fire apparatus road and the building. other obstructions shall be permitted to be plQbed with the approval of the fire code official. SECTION 03,06 MULTIPLE-FAiMILYR£5fDENiiAL DEVELOPMENTS D306.1 Projects having more than 140 dwelling units Multiple -family residential projects having more than 140 dwelling units shall beequipped throughout with two separate and approved fire apparatus access roads. Exception: Projects having up to 200 dwelling units may have a single approved Fire apparatus access road when all buildings, including nonresidential occupancies, are equipped throughout with approved automatic sprinkler systems Installed In accordance with Section 903.3.1.1 or 903.3.1.2. Guidelines referenced from the 2012 Frederick County Fire Prevention Code APPENDIX D FIRE APPARATUS ACCESS ROADS 0206.2 Projects staving more than 204 dwelling units Multiple -family residential projects having more than 200 dwelling units shall be provided with two separate and approved fire apparatus access roads regardless of whether they are equipped With an approved automatic sprinkler system. SECTION D107 ONE-ORTiNO-FAMILY RESIDENTIAL DEVELOPMENTS D107.2 One- or two-family dwelling residential developments Developments of one- or two-family dwellings where the number of dwelling units exceeds 30 shall be provided with two separate and approved fire apparatus access roads, and shall meet the requirements of Section 0104.3, Exceptions: 1. Where there are more than 30 dwelling units on a single public or private fire apparatus access road and all dwelling units are equipped throughout with an approved automatic sprinklersystem in accordance with Section 903.3.1.1, 9003.3.1.2 or 903.3.1.3 of the International Fire Code, access from two directions shall not be required. 2. The: number of dwelling units on a single fire apparatus access road shall not be increased unless fire apparatus access roads will connect with future development, as determined by the fire code official. DIOS REFERENCED STANDARDS ASTM F 2200-05 Standard Specification for Automated Vehicular Gate Construction D103.5 ICC IFC -12 International Fire Code 01015, 0107.1 UL 325---02 Door, Drapery, Cate, louver, and Window Operators and Systems, with Revisions through D103.5 February 2006 Frederick County, VA Local ordinance referenced from hM:IlecodCg6Q&gW 0 §90-4 General requirements. The following requirements shall apply to all constr€ eWn or land development activities in areas of the Comity to which this article applies: A. Means of access for ]rbc Department apparatus. (x) The means of access for Fire Department apparatus and peasmnei shall consist of fire lanes, private streets, streets, parking lot lanes or a combination thereof. (2) Parking in any means of aceass shall not be permitted within 15 feet of a fire hydrant, sprinkler or standpipe connection or in any other manner which still obstruct or interfere with the Fire Department's use of the hydrant or connection (3) "No parking' signs or another designation indicating that parking is prohibited shell be provided at all normal and emergency acaesspoints to structures and within 15 feet of each fire hydrant, sprinkler or standpipe mweetion. R. Film lamas. (i) The Fire Marshal or his/her designated representative, in concertvAth the toealvoluntoer fire company, may designate both public and private lire lanes as required for the efficient and effective use of fire apparatus. Said fire lanes shall be marked in a manner prescribed by the Fine Marshal or his/her designated representative. Parking m a designated fire lane shall be controlled by Chapter 158, Vehicles and Tvaffe; of the Frederick County Code. (2) Mro lanes shall be at least 20 feet in width, with the road edge closest to the structure at least 10 feet from the structure, be constructed of a hard all-weather surface adequaWy designed to support any fire. apparatus likely to he operated in such fire lane or be of subsurface construction designed to support the same loads as the above surfaces and be covered with no more than three inches of soil or sod, or both, and be designed with radii of sufficient length to allow for safe turning by any fire apparatus likely to be operated on such fire lane. (3) hire lanes connecting to public streets; roadways or private streets shall be provided with curb cuts extending at lest two feet beyond each edge of the foe lane. (4) Chains or other barriers may be provided at the entrance to fire lanes or private streets, provided that they are installed according to the requirements of the Authority Having Jurisdiction. C. Paris ulg lot lanes. Parking lot lanes sha 1l have a minimum of 13 feet clear width between rows of parked vehicles for vehicular access and movement e -i SECTION D102 GENERAL 01011 Scope Fire apparatus access roads shall be in accordance with this appendix and all other applicable requirements of the International Fire Code. SECTION D102 REQUIRED ACCESS 1)102,1 Access and loading Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with ar asphalt, concrete or other approved driving surface capable Of supporting the imposed load of fire apparatus weighing at least 75,000 pounds (34 050 kgl. SEiCTiON 0103 MINIMUM SPECIFICATIONS D103.1 Access road Wdth with a hydrant Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet 17925 mm), exclusive of shoulders (see Figure 13103.1), FiGURE 0103.1 DEAD-END FIRE APPARATUS ACCESS ROAD TURNAROUND D101.2 Grade Fire apparatus access roads shall not exceed 10 percent in grade. Exception: Grades steeper than 10 percent as approved by the fire chief. Guidelines referenced from the 2012 Frederick County Fire Prevention Code APPENDIX D FIRE APPARATUS ACCESS ROADS D103.3 Turning radius The minimum turning radius shall be determined by the fire code official. 0103A stead ends Dead-end fire apparatus access roads in excess of 150 feet (45 720 mm) shall be provided with width and turnaround provisions in accordance with Table D103A. TABLE DUGA REQUIREMENTS FOR DEAD -lino FiRF evpeaen as arrFec AnAnc IENt37Hra WIDTH faatl ±URlVpR4UND3AEQUIREp Norte Required o- ass 20 120-€oot Hammerhead, 60 -foot "Y" or- a51-sOD 20 96-footdiameter cukde-iacInaccordance with FlgurepiO3.1 120 -foot Hammerhead, BD -W1"' or 503-750 26 96-Wdiametwcu€-de-sacinaaoordanr„ewith Figure 0103.t Over750 Special approval required. 0103.5 Fire apparatus access road gates Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. The minimum gate width shall be 20 feet (6095 mm). 2. r=ates shall be of the swinging or sliding type. 3. Construction of gates shall be of materials that allow manual operation by One person. 4,. Gate components shall be maintained in an operative condition at ail times and replaced or repaired when defective. 5. Electricgates shall be equipped with a means of opening the gate by fire department personnel for emergency access. Emergency opening devices shall be approved by the fire code official. 6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or when a key box containing the key(s) to the lock is installed at the gate location. 7.. Locking device specifications shall be submitted for approval by the fire code official. S. Electric gate operators, where provided, shall be listed In accordance with UL 325. 9. Gates intended for automatic operation shall be designed, constructed and installed to comply with the requirements of ASTM F 2204. 7. Guidelines referenced from the 2012 Frederick County Fire Prevention Code APPENDIX D FIRE APPARATUS ACCESS ROADS D103.5 Signs Where required by the Fire code official, fire apparatus access roads shall be marked with permanent NO PARKING -FIRE LANE signs complying with Figure (3103.6. Signs shall have a minimum d€ . sl of 12 inches (305 mm) wide by 18 Inches (457 mm) high and have red letters on a white reflective background. Signs shall be posted on one or both sides of Etre fire.apparatus road as required by Section 0103.6.1 or D103.6.2. , .w n.. v.,ra.o -n& aniwc scans SIGN TYPE "p" SIGN TYKE MODIFIED "D' D143.6.1 Roads 20 to 26 feet In width Fire lane signs as specified in Section D103.6 shall be posted on both sides of fire apparatus access reads that are 20 to 26 feet wide (6096 to 7925 mm). 0103.6.2 Roads more than 26 feet In width Fire lane signs as specified in Section D103.6 shall be posted on one side of fire apparatus access roads more.than 26 feet wide (7925 mm) and less than 32 feet wide (9754 mm). SECT40M D104 COMMERCIAL AND INDUSTRIAL DEVELOPMEN73 D104.1 Buildings exceeding three stories or 30 feet in height Buildings or facilities exceeding 30 feet (9144 mm) or three stories In height shall have at least twomeans of fire apparatus access for each structure. D104.2 BuRdito exceeding 52,000 square feet In area Buildings or facilitles having a.gross building area of more than £2,000 square feet (5760 m2) shall be provided with two separate and approved fire apparatus access roads. Exception: Projects having a gross building area of up to 124,000 square feet (11520 m2) that have a single approved fire apparatus access road when all buildings are equipped throughout with approved automatic sprinkler systems, F4 I� C%I La E 11C010o C C4 N 4 C4 0 C 6. O €L CD i Rev. No. Dae OP u RAS LP� ' tic. No. 32809 '� LS�QXAL ] DATE: SEPT 20, 2017 � SCALE: i" = 40' DESIGNED BY JNT FILE NO. 0028GS SHEET 14 OE 15 1�. 1 SLIM26 I 12, 18 and 26 Watt SLthf wallpacka s ne ultra I'Mciant and deliver Impressive light distribution with a compact lowgroile design that's super easy to Install as a downfught or uplighL Color: Bronze Weight. 4.6 The r:Driver Summary ..�..�_^..-, irrFo Calor Consistency: i_E@ irtfia Heavy-duty moondnq [racket with hfnged housing for Type: Constant Currant Watts: '26W 120V: 0.27A Color Taro• 5100K 208'91 D.17A; Color Accuracy, 67CRI 240V: 0.154 L70 L#tespan: t00000 Z77Vr 0113A Lumens: 2,80 Input Watts: 29W Efficacy: ULFYV Efficlsncy: 88% Gaskets;2,Ot5. SOd State Lighfing (SSL) Products, ANSI C78:377- Technical Specifications Summary Listings � _ m . Mounting: Calor Consistency: UL Listing: Heavy-duty moondnq [racket with hfnged housing for 7 -step MacAdam Ellipse b'rrvling to acteve consistent Suitable for wet locations. Suhable for mounting within easy installatim fixture-lo•fixiure color. 1.2m (4h} of the ground. Recommended Mounting Height: Calor Statnility: ADA Compliant: us to 22 it. LED calor temperature ze warrantied to shift.no more SLIM- is ADA. Compliant, Lens: than 200K In OCT ever a 5 year period. (Dark Sky Approved: Tempered glass lens. Calor uniformity: The-.Interriational Dark Sky Association has approved Reflector. RA13's range of CGT (Correlated Color Temperature) - this product as a full cotton, fully shielded luminaire follows the guidelines for ltd American National fE$NA LM -T4 $ LM 8t1%Sting: Specufar thermoplastic. Standard for Specifications for the Cnromalicity of Gaskets;2,Ot5. SOd State Lighfing (SSL) Products, ANSI C78:377- RAB LED luminaires have been tasted try an Independent laboratory in accordance withlESNA;LM- High-temperature silicone EE€CS'fiCdl 79 and LM -80. and have received the Department of Finish-. Energy "Lighting Facts" labei. Qrfuer:. DLC Listed: Our envkionmentaliy friendly pdyester powder ccathgs are formulated ill o long-lasting Constant Current, Class 2,10Ch277V, Sglt3q Hz.. BY€Y This product'le [ui the Design Lights Consortium (DLO) contains mor, and contains na VCiC or ioxlc heavy metals. VOC r toxic surge protection, 720mA, 100.27 VAC 0.4 Amps, List and is eligible for rebates from bar Green Technrslogy. p�,ar Factor 9996, Lias DLC DLC Member Litilities. TFiR: ALC Product Code: P0000171 S Mercury and UV free, RoHS compliant compotrents. Polyester powder coat finish formulated without the 13% at 120VOiher . Construction use of VOC or toxic heavy metals. Caldomlir Title 24• IP Rating: LtvDCharaigarlsticsM TM _ See 8LIM261D10for a2013California.Title 24 ingress Protection rating of IP66 for dust and water LED. rsmrpflant product. Any additiond component Maximum Ambient T reture: enVe Multi -chip, long-Iffe LE©., requirements will be listed in the Title 24 section under technical slcacirr-a[ons on no product page. - Suitable for use in 1 DVF 140"C) ambient temperatures Lifespan: Patents:. Therri ai Management: 100;000 -hour LED lifespan based on IES LWE0 The design of the SLIM- is protected by patents in Superior treet Sinking with irternal Air -Flow fins, results and TWI calculations. U.S. pat 0681,864. and pending patents in Canata, Housing: - China,:Tatwan and Mexico. Precision cie-cast aluminum housing. HID Replacement Rama - - Replaces 175W Ma aI.Ha4ide: Need help? Tsch help [ina: (8881 RAS -1000 Email: salsa@rabweh.com WabsTbR: www.robweb.com Page 1 'A 2 C® ht t : S rca'on Pydtl � 20 4 RAt3 LighBn¢ Inc. R4i Righ3s Reserved Nota Pec h. sero subject to change at air( Same without notice, SLIM26 Technical Specifications (continued) i?pticai �_ BUG [[sting: BUG Rsling: Bt UO Go at U0 00 Dlmensions 99rrin�"'� Features Ful 0,101, lull, shielded LEDwallpack a Can be used as a downlight or uptight i Contractor friendly features fcr sea installation 100,000 -hour LED Life 5 -Year W&ranty Ordering Matrllt z Summary Family Warta Caiar Temp Flr&h lahotaeell Dimming } 1 i 26.='26W Blank = 5OMK (Cool) Blank =Bronze. Blank = No Phatnoat Blank =No Dimming 18 = 18W Y = 3000K (Warm) W - While IPC = 120V button ID1.8 = Dimmable ' Total Watts 12 = 12VI N =4000K (Neutral) IPC2 =277V Suffion' 1614.6 .. ... fPCT = 120-277V TWWIOck l l Need heip7 Tech help R.ne: {BM) RAB4004 Emzrl: safes@rabweb.com Website, ve wr.ralweb com Ccpyright ® 20.14 RALE Lighting. Inc. All Rights Reserved Nota: SperdficMons are subject to change m a" time without 0&,M Page 2 of 2 Calculation Summary Units AvFc 1 Luminaire Schedule Symbol Qty Label. Total Watts S 54 SIJM26 1614.6 Ll � Avgy Min � Max (( y ALL LIGHTING SHALL CONFORM TO SECTION 165. 01.07, RL OUTDOO LIGHTING NG STANDARDS, OF THE FREDERICK COUNTY ZONING ORDINANCE AND WILL BE FULL CUTOFF, I Rev. No. I Matte 1 DATE: SEPT 20, 20 17 SCALE: AS SHOWN DESIGNED BY: JNT FILE rv� rrri NO, � o02sGs� SHrarrJ. 17-17 5 :J1` 'til ALL LIGHTING SHALL CONFORM TO SECTION 165. 01.07, RL OUTDOO LIGHTING NG STANDARDS, OF THE FREDERICK COUNTY ZONING ORDINANCE AND WILL BE FULL CUTOFF, I Rev. No. I Matte 1 DATE: SEPT 20, 20 17 SCALE: AS SHOWN DESIGNED BY: JNT FILE rv� rrri NO, � o02sGs� SHrarrJ. 17-17 5 :J1` 'til