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HomeMy WebLinkAbout34-18 Site PlanRev. Rev. Date No Plan Revisions Comment 1 08/23/2017 FREDERICK COUNTY INSPECTIONS & PLANNING COMMENTS 2 10/27/2017 ADDENDUM °C" REVISED TO MATCH ARCHITECTURAL PLANS 3 02/02/2018 ISSUED FOR CONSTRUCTION 4 08/09/2018 REVISED DRIVE AISLE BETWEEN BUILDGINGS #2 & #3 5 09/17/2018 REVISED PER AGENCY COMMENTS Verizon C2.01 P.O. Box 17398 5 Baltimore, MD 21297 C2.02 (301) 954-6262 Gas: Washington Gas Co. C2.03 P.G. Box 2400 5 Winchester, VA 22604 C4.01 (540) 869-1111 5 09/17/2018 C4.02 Utility Plan 5 09/17/2018 C4.03 Grading Plan 5 09/17/2018 C4.04 Pavement Plan 5 09/17/2018 C4.05 Life Safety Plan 5 09/17/2018 C5.01 Overall BMP Plan 5 09/17/2018 C5.02 Overall SWM Plan 5 09/17/2018 C5.03 BMP Bioretention A & B 5 09/17/2018 C5.04 BMP Bioretention B Details 5 09/17/2018 C6.01 Water Line Profiles & FCSA Details 5 09/17/2018 C6.02 Storm Sewer Profiles 5 09/17/2018 C6.03 Storm Sewer Computations 5 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. n1101porm"o 111"W"W K 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 County Sanitation Authority SITE PLAN SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VA SP# 34-18 PIN# 64-11-11 VICINITY MAP SCALE: 1" = 1000 OWNER NAVY FEDERAL CREDIT UNION 820 FOLLIN LN. VIENNA, VA 22180 703-206-3405 DEVELOPER NAVY FEDERAL CREDIT UNION 820 FOLLIN LN. VIENNA, VA 22180 703-206-3406 Sheet List Table Sheet Sheet Title Number Rev. Rev. Date No CO.01 P.O. Box 1877 5 Winchester, VA. 22604 C1.01 (540) 868-1061 Power: Rappahannock Electric Coop C1.02 137 Kelly Court 5 Front Royal, VA 22630 C1.03 1-800-552-3904 Phone: Verizon C2.01 P.O. Box 17398 5 Baltimore, MD 21297 C2.02 (301) 954-6262 Gas: Washington Gas Co. C2.03 P.G. Box 2400 5 Winchester, VA 22604 C4.01 (540) 869-1111 SITE PLAN SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VA SP# 34-18 PIN# 64-11-11 VICINITY MAP SCALE: 1" = 1000 OWNER NAVY FEDERAL CREDIT UNION 820 FOLLIN LN. VIENNA, VA 22180 703-206-3405 DEVELOPER NAVY FEDERAL CREDIT UNION 820 FOLLIN LN. VIENNA, VA 22180 703-206-3406 Sheet List Table Sheet Sheet Title Number Rev. Rev. Date No CO.01 Cover Sheet 5 09/17/2018 C1.01 General Notes and Legend 5 09/17/2018 C1.02 Boundary and Existing Topo 5 09/17/2018 C1.03 Demolition Plan 5 09/17/2018 C2.01 E&S Phase I & II 5 09/17/2018 C2.02 E&S Narrative 5 09/17/2018 C2.03 E&S Details 5 09/17/2018 C4.01 Geometry Plan 5 09/17/2018 C4.02 Utility Plan 5 09/17/2018 C4.03 Grading Plan 5 09/17/2018 C4.04 Pavement Plan 5 09/17/2018 C4.05 Life Safety Plan 5 09/17/2018 C5.01 Overall BMP Plan 5 09/17/2018 C5.02 Overall SWM Plan 5 09/17/2018 C5.03 BMP Bioretention A & B 5 09/17/2018 C5.04 BMP Bioretention B Details 5 09/17/2018 C6.01 Water Line Profiles & FCSA Details 5 09/17/2018 C6.02 Storm Sewer Profiles 5 09/17/2018 C6.03 Storm Sewer Computations 5 09/17/2018 C6.04 Retaining Wall Plan & Profiles 5 09/17/2018 C7.01 SITE Details 5 09/17/2018 C7.02 VDOT Details 5 09/17/2018 CB.01 Landscape Plan, Details & Notes 5 09/17/2018 C8.02 Lighting Plan 5 09/17/2018 APPROVALS ZONING ADMINISTRATOR Lain 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 THIS SITE PLAN EXPIRES FIVE (5) YEARS FROM THE DATE OF APPROVAL. FC SP# 34-18 M E -F U Z Q C J cl�z a�D Eo C7 U w LL z Z �w x Rev. No. I Date 5 09/17/2018 7OP RA L EPLER 5 Lic. No. 32809 o iV- Sc9 - 201a s`r,O,V AL V6 DATE: 05/26/2017 SCALE: N/A DESIGNED BY: RLK FILE NO. 3015L SHEET CO.01 17-14 GENERAL NOTES VDOT CENERAL NOTES Bea. rMna Ys, zou PROJECT NOTES LEGEND 1. Greenway Engineering, Inc. (GE) issued this plan set based on project criteria dictated by the FREDERICK COUNTY BUILDING INSPECTIONS NOTES - client and municipal codes. Thin plan set is not considered complete orappropriate for P P P1. VI. All work on this project shall conform to the current editions of and latest revisions to ANSI spaces as required T1106.1. Van spaces, at EXISTING INTERMEDIATE CONTOUR - -330 - construction until ALL necessary agencies have given approval AIMlin this plan set is signed and the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and parking provided per minimum, a, E sealed by a licensed Any work, scheduling, material end/or Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable require an unloading area of 8' with 8' of parking or 5' of unloading space with 11' EXISTING MDIX CONTOUR -330 professional. planning, purchases construction to approvals and licensed/professional sealing will be at the risk state, federal or local regulations. In case of a discrepancy or conflict between the of parking. Accessible parking signage for van shall include $500 fine. See USBC PROPOSED CONTOUR 400 A v prior performed of the personnel authorizing work. GE shall be held harmless from and coats, time delay Standards or Specifications and Regulations, the most stringent shall govern. P B B B Section 1108.8 for Van accessible signage. -tO m c _ c and or material ch / sages incurred on work alerted before this plan set receives approvals end V2. All construction shall comply with the latest U.S. Department of Labor, Occupational 2. Accessible parking and unloading shall not exceed 2% slope 1: P B B p ( 48). Accessible router EXISTING EDGE of PAVEMENT seals. Safety and Health Administration (OSHA)and Virginia Occupational Safety & Health (VOSH) shall extend from parking and unloading area to accessible route to main entrance. PROPOSED EDGE OF PAVEMENT c > n, c 2. Methods and materials used in the construction of the improvements herein shall conform to , Rules and Regulations. Accessible route with max 5% slopes shall be provided from parking/unloading to EXISTING C URB AND GUTTER----------- `- m current County Construction Standards and Specifications cad/or current VDOT Standards and V3. When working within VDOT traffic main entrance. Maximum slope for landings at door and top/bottom of ramps is 2%. PROPOSED -2 Specifications. way, all control, whether permanent or temporary, shall cco right-of-way, with Ta accordance with the current Work Area Protection All required egress/exits shall be Accessible per ANSI A117.1-09. Walking surface shall 4P CURB AND GUTTER c LL S. The Engineer shall not have control over or charge of and shall not be responsible for construction means, methods, techniques, sequences or for edition of tied f o Manual. A transportation management plan needs to be submitted for approval and land 8 for surface. meet ANSI A1ll TRANSITIONT REVERSE CURB 3 procedures nor safety precautions use permit issued prior to any execution of work within the VDOT right of way. 3. and programs in connection with work shown on these plans. The Engineer is not responsible Buildings shall comply with the Virginia Uniform Statewide Building Code (VUSHC) and comply EXISTING TELEPHONE LINE --*----*----r----r--- LE for the contractor's schedules or failure to carry out the work. The Engineer is not responsible V4 The developer shall be responsible for relocating, at his expense, any and all utilities, Section 304, Business Use Group, of the International Building Code/2012. Other PROPOSED TELEPHONE LME _T-T for acts of omissions of the contractor, subcontractor, or their agents or employees, or say the including traffic signal poles, junction boxes, controllers, etc., owned byy VDOT or private / codes that apply are the Virginia Fire Code 2012, ICC/ ANSI A117.1-2009 Accessible EXISTING STORM SEWER WITH INLET person performing portions of work. public utility companies. It is the sole responsibility of the developer Eo locate and identify and Usable Buildings and Facilities and International Energy Code. 4. The Contractor, Owner or Developer shall be responsible for securing any third party utility facilities or items that may be in conflict with the proposed construction activity. 4. Building shall maintain height and area as required under T503. Building has full PROPOSED STORM SEWER WITH INLET inspection/testing service to insure construction compliance with these plans and specifications. ]t is Greenway Engineering's that third inspection/testing VDOT approval of these plans does not indemnify the developer from this responsibility. NFPA 13 system and Fire Department Connection located. _ EXISTING SANITARY SEWER WITH MANHOLE--s----s-- s--- recommendation a party service be V5. Design features relating to field construction, regulations, and control or safety of traffic 5. Four story building shall meet Virginia Building Code, Chapter 10 for exiting (h employed to ensure that project is completed and materials installed meet the details and specifications in these may be subject to change as deemed necessary by VDOT. Any additional expense incurred requirements. Exits shall be continuous from point of entry into the exit to exit PROPOSED SANITARY SEWER WITH MANHOLE s a Zi plans, 5. The location of existing utilities shown in these plans are taken from existing records. It shall as a result of any field revision shall be the responsibility of the developer. discharge. All required egress shall be accessible. Landings shall maintain a PROPOSED SAN. IAT. CLEANOUT s s H 2% be the contractors responsibility to verify the exact horizontal and vertical location of all V8. If required by the local VDOT Land Development Office, a pre-construction conference maximum slope and walkwas shall be a maximum 57. slope. y EXISTING ELECTRIC SERVICE --E----E----E----c--- existing utilities as needed prior to construction. The contractor shall be responsible for the digging of all teat holes that may be required, whether recommended or not by these plans, to shall be arranged and held by the engineer and/or developer with the attendance of the (s), County 8. Above grade walkway shall meet IBC Section 705.3 and Section 508 for wall and opening protections for walkway and generators. PROPOSED ELECTRIC SERVICE r e ' W contractor various agencies, utility companies and VDOT prior to initiation of W determine the exact location and elevation of existing utilities. H any conflicts arising from this existing utility verification or if during the course of construction, any object of an work. 7. 60% of all entrances shall be accessible. 8. Building EXISTING GAS LME --c----c----c----c--- LU overhangs roadway on first floor. The horizontal rating shall be address as unusual nature is encountered, the contractor shall cease work in that area and immediately V7. The contractor shall notify the local VDOT Land Development Office when work is to begin required in IHC Section 506.5, 510.7 and T503. PROPOSED GAS LINE c G notify Greenway Engineering at (540) 882-4185 cad/or the proper authority. Greenway or cease for any undetermined length of time. VDOT requires and shall receive 48 hours 9. Retaining walls shown will require separate building permits due to height and EXISTING WATERLINE W/ TEE--W----W----W+T+ ,, W Engineering or nay engineer associated with these plans shall not be responsible or liable for any construction cost that may be associated the installation advance notice prior to any required or requested inspection. designed by a VA Design Professional. w T, PROPOSED WATERLINE W/ TEE BTW Z with or reinstallation any utility or other improvements if not notified of any discrepancies between field V8. The contractor shall notify the Traffic Operations Center at (540) 332-9500 for anyy 10. All structural plans submitted for permit application shall be sealed by a VA Design W actual conditions and the approved plan. traffic control plan that impacts a VDOT maintained Interstate or Primary roadway to Professional. EXISTING FIRE HYDRANT/VALVE/MM 6. The approval of these plans in no way relieve the developer, the contractor, or their agents of provide notification of the installation and removal of the work zone. 11. Special inspection requirements of Chapter 17 of BOCA shall apply to the structure PROPOSED FIRE HYDRANT/VALVE/METER ppG m v any legal responsibility which may be required by the code of Virginia or any other ordinance V9. The contractor shall be responsible for maintains VDOT permitted temporary P ng shown on plans. (soils, compaction, concrete, steel, etc.) PROPOSED REDUCER enacted b the Count nor does it guarantee the issuance of an required y y g y q permit by the construction entrance(a) in accordance with Section 3.02 of the Virginia Erosion and . 12. A geotechnical report is required for this project per Uniform Statewide Building County, VDOT or any other Agency. Sediment Control Handbook. Furthermore, access to other properties affected b this P P y Code, Section 1803 PROPERTY LINE FC SP# 34-18 7. An approved set of plans and all applicable permits must available at the callable at site project shall be maintained through construction. 13. Adding ANSI Accessible Ramp and Retaining Walls. Ramp and retaining walls require at all times during construction. A representative of the developer must be available at all a permits. Maximum ramp slope 1:12. Maximum length of ramp run 30' (30" rise) EXISTING EASEMENT times. 8. Prior to V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during the before landing is required. Handrails are required on both sides of ramp. Plana for PROPOSED EASEMENT ------ the initiation of any land disturbing activities the Developer, the Contractor or the and at end of construction. Responsible Land Disturber shall obtain a Land Disturbance Permit from the County Engineer's retaining walls shall be sealed by a Virginia Registered Design Professional. PROPOSED CENTERLINE - office. The Contractor, Developer or his agent shall be responsible for obtaining a Virginia Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall have a EXISTING CENTERLINE Stormwater Management Program (VSMP) Permit and shall be responsible for the registration of minimum thirty-six (36) inches cover and when possible shall be installed under roadway WINCHESTER REGIONAL AIRPORT AUTHORITY NOTES: the construction site as required by law. They shall also be responsible for obtaining and drainage facilities at conflict points. 1. In accordance with the Code of Virginia, Section 15.2-2294, and the FAA, the EXISTING TREE LME maintaining site a Sdeveloper Pollution Prevention Plan (SWPPP). The approval of these plena Vit. An unusual subsurface conditions e. unsuitable soils, Y � ( contractor must file a notice of proposed construction, FAA form 7460-1 with the FAA FLOW LINE li in no way relieves the developer or his agent of the responsibilities contained in the Virginia P B B•. springs, sinkholes, voids, caves, etc.) encountered during the be immediately brought for any temporary construction equipment to include cranes, derricks, etc. if they Erosion and Sediment Control Handbook. course of construction shall to the intend to operate at a height greater than the proposed structure above the ground FENCELME x + x * x 9. The Developer or his agent shell be responsible for obtaining any required permits from the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. for a maximum height not to exceed 740.0 AMSL. The FAA will conduct an airspace EXISTING UTDJTY POLE/GUIDE WIRE 'a Virginia Department of Environmental Quality (DEQ) or the United States Army Corp of Engineers obstruction analysis and notify the contractor in writing of their determination. The LXISTRIG TELEPHONE PEDESTAL 0 for any plan wetland disturbance as shown on these plana. They shall also be responsible the V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a review process can take several weeks and until the FAA completes their study, identification and delineation of any wetlands that may be present on the construction site. VDOT representative prior to placement of fill. A VDOT representative shall be present to construction equipment cannot be used at the site if it exceeds that maximum as y SIGNS 7 10. The contractor shall provide adequate means of cleaning mud from trucks and/or other insure the soil sample(s) obtained for CBR's is representative of the location. When soil stated. equipment rior to entering public streets, and it is the contractors responsibility to clean p g P p Y samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled belonging to to be b 2. All cranes will be required to have an aviation obstruction fl and/or obstruction q a8 li PARKING INDICATOR INDICATES THE NUMBER OF TYP. PARKING SPACES 1 streets, allay dust, end to take whatever measures are necessary to insure that public streets as a reject and that testing accepted y g a8 B j ptan be light during be lowered are maintained in a clean, mud and dual tree condition at all times. shall performed in accordance with all applicable VDOT standards and procedures. s an visible operations and must at night unless lit. Intended 11. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of hours and dates of operation should be coordinated with David Foley, operations HANDICAP PARKING Transportation (VDOT) end Frederick County prior to any construction activities within existing V14. All roadway fill, base, subgrade materiel, and backfill in utility/storm sewer trenches be supervisor Winchester regional airport authority no less than 48 hours prior to start. State right-Of-way or for construction entrances on to the site. shall compacted in accordance with the lift thicknesses, density and moisture requirements as specified in the current VDOT Road and Bridge Specifications. Certified . 3Outdoor lighting should be shielded and ber in color in order to minimize light VEHICLES PER DAY COUNT= 100 12. The developer will be responsible for any damage to the existing streets and utilities which copies of teat reports shall be submitted to VDOT daily, unless specified otherwise. pollution to pilots approaching the Winchester airport. occurs as a result of his construction project within or contiguous to the existing 4. Any trees planted as part of the landscaping should be of the type that are slow right-of-way. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans growing with a maximum mature height not to exceed the elevation of the proposed PROPOSED BUDDING ENTRANCE F Q 13. Warning signs, markers, barricades or flagmen should be in accordance with the State and and/or as specified by VDOT. building to avoid future airspace obstructions. U Federal Manual on Uniform Traffic Control Devices (MUTCD). VIE. A installation inspection be ti 5. Controlled burning should be prohibited due to the clone proximity to the runway SANITARY MANHOLE IDENTIFIER M 14. The exact location of all guard rails and paved ditches will be determined b VDOT personnel' B P Y P post visual/video camera shall conducted y the Contractor and since the property is within the flight pattern of the Winchester airport. U t J E-i d "A joint inspection will be held with the Developer, Count Representatives, end Representative P P y p p on all pipes identified on the plane as storm newer pipe and a select number of pipe culverts. For Unsuitable materials should be hauled away from the construction site appropriately. W U) 9 of the Virginia Department of Transportation (VDOT) to determine if and where guard rail pipe culverts, a minimum of one pipe installation for each size of each material type will be inspected or ten percent of the total amount for each size and 8. FAA has issued a determination of no hazard under Aeronautical Study No. STORM DRAIN STRUCTURE IDENTIFIER Oa ,-, [a and/or paved ditches will be needed. The developer will be responsible for providing guardrail material type summarized. All pipe installations on the plans not identified as storm sewer 2017-AEA-7081-OE with a building height not to exceed 740.00 AMSL. The contractor and paved ditches as determined by this joint inspection." Refer to Virginia Department of Pipe shall be considered as culvert pipe for inspection purposes. Additional testing may a required as directed by the Area Land Use must FAA form 7480-2, Notice of Actual Construction or Alteration within 5 days after EXISTING SPOT ELEVATION X735.4 Q �l E• �_ Transportation (VDOT) Guard Rail and Paved Ditch Specifications. Engineer or their representative. the construction reaches its greatest height (7480-2, Part 2). Z Z 15. All unsuitable material shall be removed from the construction limits of the site plan before V17. The installation of any entrances and mailboxes within any dedicated street LIGHTING NOTES: PROPOSED SPOT ELEVATION 355 ,...., �' placing embankment. 16. All pavement sections shown on these a p p approved lens are based on a minimum CHR value of 4 right-af-way shall meet VDOT minimum design standards and is the responsibility of the developer. 1. All proposed lighting will be downcast, full cutoff, and conform to Frederick County X AA Q Y) W O U and are for preliminary design only. Final pavement design shall be based upon actual field Zoning Ordinance Section 165-201.07 requirements. LIGHT POLE Y W J tested CHR values. The Contractor or Developer shall be responsible for field testa per VDOTVIE. standards to obtain actual CBR values for final design. Final designs be Prior to VDOT acceptance of any streets, all required street si nage and/or pavement the �p pavement will approved markings shall be installed by the developer in accordance with Manual On Uniform FCSA CONSTRUCTION NOTES PROJECT INFORMATION U by VDOT and/or the Owner/Developer, which ever applicable, prior to installation. Traffic Control Devices. M 1. The Authority's Water and Sewer Standards and Specifications ere available at PARCEL IDENTIFICATION NO: 64-11-11 (INSTR.# 170002409) 17. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The V19. The developer w W pipe shall be minimum 6" diameter and conform to VDOT standard SB-1. shall provide the VDOT Land Development Office with a list of all material www.fesa-water.com. ADDRESS: Building 18. When grading is proposed within easements of utilities, letters of permission from all involved sources prior to the start of construction. Copies of all invoices for materials utilized dedicated 1: 141 SECURITY DRIVE W Q companies must be provided to the Count Public Works Department p p y p prior to issuance of within any street right-of-way must be provided to the local VDOT Land Development Office 2• The contractor shall adhere to the Authority's standards and specifications in effect at Building 2: 148 SECURITY DRIVE W W W grading and/or site development permits. prior to acceptance of the work. Unit and total prices may be obscured. the time of construction. Building 3: 190 SECURITY DRIVE / \ Q: �l. Z 19. Notification shall be given to the appropriate utility company prior to construction of water Parking Garage: 200 SECURITY DRIVE �, J 44 and/or sanitary sewer linea. Information should also be obtained from the appropriate V20. Aggregate base and subbase materials shall be placed on sub rade by means of a 3. The contractor shall coordinate with and arrange for inspection by the Authority. PROJECT SITE AREA: 35.9811 ACRES authority concerning permits, cut sheets, and connections to existing linea. mag h spreader. Density will be determined using the density control stripp m Bridge DISTURBED AREA: 3.78 ACRES xi 20. The Developer and/or Contractor shall be responsible to supply all utility companies with accordance with Section 304 of the VDOT Road and Specifications and VTM-10. A 4. The contractor shall connect a new sewer line to an existing manhole by core drilling Z I) 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 the manhole. CURRENT ZONING: Ml plans, and further that the utility companies shall be responsible for horning these pians and shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone CURRENT USE: PARKING/COMMERCIAL the finished grades in the installation of their utility lines. depths, a VDOT representative shall be notified and given the opportunity to be present 5. A new water (or forced sewer) main shall be connected to an existing main by a wet PROPOSED USE: COMMERCIAL - GENERAL OFFICE 21. All utilities to be located underground, during the construction and testing of the density control strip. tap. The Authority shall furnish all needed material and make the tap. An Application PREVIOUSLY APPROVED PLANS: SP#83-07, 30-09, 25-10, 19-12, 24-13, 24-14, I1-17, 19-04, 22. Contractors shall notify operators who maintain underground utility lines in the area of V21. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT for Wet Tap shall be submitted and the initial fee paid before tap is made. 17 proposed excavating or blasting at least two (2) working days, but not more than ten (10) Road and Bridge Specifications. Density shall be determined using the density control strip 8. Enact locations MAXIMUM BUILDING HEIGHT: 0' 8 PROPOSED BUILDING HEIGHT: 60' UPPER ROOF working days, prior to commencement of excavation or demolition. 23. The developer for as specified in Section 315 and VTM-78. A certified compaction technician shall perform these testa. Certified of water end sewer services on new lines are to be coordinated with the Authority's inspector. will be responsible the relocation of any utilities which is required as a copies of test reports shall be submitted to VDOT daily, unless result of his project. The relocation should be done prior to construction. specifie otherwise. A VDOT representative shall be notified and given the opportunity to be REQUIRED SETBACKS PROVIDED SETBACKS PARKING SETBACK 24. All parking lot/street light and dry utility design shall be performed and provided separately Present during the construction and testing of the control strip. 7. The Authority's maintenance division shall furnish and install all water meters through FRONT: 75' FRONT: 268.4' FRONT: 25' by others. All dry utility and or lighting information shown hereon is as specified by others V2i 2 inch in size. It is the contractor's responsibility to have the meter box assembly SIDE: 25' SIDE: 359.9' SIDE: 5' and is included for informational purposes only, as directed by the Owner, Developer end/or tone for pipe culverts thirtyenix h accordance with Section 302.03, the the inches larger be �ne) installed correctly. Before a permanent meter is installed: REAR: 25' REAR: 98.0' REAR: 5' public enc requirements. Greenway Engineering has not performed the lighting and or P Y 4 Y B g P / and shall bo explored below the bottom of the excavation to deter ne the its of the foundation. The contractor shall re findings of foundation type and cote a. The meter box, with its frame and cover, must be properly aligned with the de utility design end does not warrant and is not responsible for the degree and/or adequacy of y o the exploration to the engineer and for approval prior to E-1. pipe. Foundation coppersetter. b. The frame and cover shall be set to final NO SIGN IS BEING PROPOSED WITH THIS PROJECT SITE LIGHTING IS BEING PROPOSED illumination on thin project or the adequacy of the dry utility to service the site. RoaVDOd designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or 8 rade. WITH THIS PROJECT-SEE SHEET C8.02 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 C. The distance between the top of the cover and the coppersetter shall be the current standards and specifications of the Frederick County Sanitation Authority. foundation stabilization shall be determined by the engineer and approved by VDOT. between 18 and 21 inches. FAR CALCULATION: TOTAL LOT AREA = F.A.R. / 35.9611 ACRES = 0.198 28. All stormwater piping and structures shown on these plans are only accurate to the inlet or d. All components of the meter box assembly shall be in proper working order. TOTAL FLOOR AREA - Building 1 = 111,754 SF 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 - Building 2 = 27,024 SF to Greenway Engineering. Actual pipe alignments will be based upon developed structural shop these plans in accordance with VDOT's installation criteria. Final approval of the guardrail 8. For services that connect to existing lines: -Parking Garage = 107,488 SF drawings as provided b the manufacturer. Contractor shall make adjustments to pipe g P Y 1 P P layout to be given by VDOT after grading is mostly complete. a. The Authority shall furnish and install: - Building 3= 63,145 SF alignments base on provided shop drawings. GreenwayEngineering will not be held responsible P p ' g g p 1. all 5/8"x3/4", 1", 1 1¢" and 2" water services TOTAL FLOOR AREA = 309,391 SF (7.11 ac) s or Sable 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 letter. 2. all sewer services. submit shop drawings to Greenway Engineering for review and approval at contractors expense. V25. VDOT Standard Curb Ramps shall be installed where indicated on these b. The owner/developer shall: Shop drawings will be reviewed for compliance with design plana. The Owner or Developer will plana and/or as specified by VDOT. d by 1. coordinate or have the contractor coordinate the location of the service ( ) PARKING CALCULATIONS (1 SP/250 SF OFFICE) SPACES NEEDED be responsible for any redesign as a result of structural shop drawing design. lateral with the Authority's engineering assistant PARKING SPACES REQUIRED: BUILDING 1 SF = 106,769 SF = 427.08 SP Rev. No. Date a 00/1v/2018 27. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" AASHTO-T99, ASTM-D698, V26. The foundations for all box culverts shall be investigated by mems of exploratory borings below 2. submit an Application for Service and pay the required fees. BUILDING 2 SF = 54,048 SF = 216 SP per standard proctor or VTM-1 as applicable. Density shall be advanced proposed foundation elevation to determine the type and condition PARKING GARAGE = NO ADDITIONAL PARKING REQUIRED certified by a registered professional engineer and results submitted to Frederick County prior of the foundation. The contractor shall submit copies of borehole logs and report findings 9. All water service lines must have a backflow prevention assembly (double check valve or BUILDING 3 SF = 245,538 SF = 983 SP to pavement construction. If a geotechnical report has been prepared, it should supersede the of foundation exploration to the engineer and VDOT for approval prior to constructing box. RPZ, as required). The assembly must meet ASSE standard number 1015 or 1013. LOADING SPACE BUILDING 3 = 2 SP TH OF requirements in this note. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Contrary to 28. Refer to Geotechnical Engineer for methods, materials and details for construction of all B the Standard, where rock is encountered and cast-in-place box is proposed, the thickness bedding 10. All fire lines must have a backflow prevention assembly (detector double check valve or Total Parking Required = 1,827 spaces earthwork activities. of shall be nix (8) inches. Where soft, yielding, or otherwise unsuitable foundation 29. An retainingwall 2 ft. or eater in height shall require the issuance of a separate building dim is encountered, the foundation design and/or need for foundation stabilization shall be RPZ, as required). The assembly shall meet ASSE standard number 1 Any ADA SPACES REQUIRED BUILDING 1 = 9 SPACES U q p permit. determined by the engineer and approved by VDOT. exterior, privately owned fire line shall also have a fire service meter. The assembly shall be he s assembly BUILDING 2 = 7 SPACES R DY L EP 30. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. installed immediately before the backflow prevention unit. Radio read remotes are required. PARKING GARAGE = 33 SPACES (29. OF GARAGE TOTAL) BUILDING 3 = 1 SIC. N0. 32809 O 0- a 11. The Authority shall review the mechanical plan(s) for design and material approval of a Total HC Parking 31. These plans identify the location of all known p y gravesites. Gravesitea shown on this plan will Required = 50 spaces be protected in accordance with state law. In the event gravesites are discovered during buils. domestic SSrONAL � construction, the owner and engineer must be notified immediately. water meter and its backflow prevention device, amd/or its _ PARKING SPACES PROVIDED: BUILDING I = 447 SPACES 32. Individual sign permits will be required from the Zoning Office for all free standing and/or b. fire service line's backflow prevention device. BUILDING 2 = 258 SPACES facade signs prior to erecting the sign and may require a separate building permit.. PARKING GARAGE = 1,607 SPACES 12. DEQ must also approve sewer pump stations. FCSA requires a copy of DEQ's Certificate to GARAGE SURFACE PARKING= 180 SPACES DATE: 05/28/2017 • TRIP GENERATION DATA Operate and a co P Py of the stations DEQ approved O&M Manual. These documents must BUILDING 3 = 11 SPACES be received before substantial completion is issued and water meters released. OCT 2011 LOADING SPACE BLDG 3 = 2 SPACES Total Spaces Provided = 2,503 Spaces SCALE: N/A FIRE MARSHAL'S NOTE CLASS I USE IPEAK HOUR 710 General Office AM- 672 VPH r4648 ADA SPACES PROVIDED: BUILDING 1 = 17 SPACES FCSA PROJECT INFORMATION PM- 980 VPH BUILDING 2 = 6 SPACES DESIGNED BY: RLK Fire lane low pain and curb Any "No Parking" signs and yellow painted curb locations installed Mas will PARKING GARAGE = 27 SPACES GARAGE SURFACE PARKING= 0 SPACES WATER AND SANTTARY SEWER USAGE Calculation of demand/discharge 1400 EMPLOYEES = 7,178 GPD WATER DEMAND FILE NO. 3015L O by field inspection at the direction of the Fire Marshal's Office. Fire 'Residential: 0 gpd per connection BUILDING 3 = 0 SPACES SHEET C1.01 • DATA PROVIDED BY ITE TRIP GENERATION MANUAL, 9TH ED. VOL. 3: Data 2012. CODE REF: 710 -Commercial: 0 gpd per 1,000 of Total HC Spaces Provided= 50 Spaces 'Industrial: 0 gpd 0 10 persona per acre CAR PEAK HOURS ARE BETWEEN 7:00 A.M. AND 9:00 A.M, 4:00 P.M AND 6:00 P.M. SEWER DISCHARGE Sewer discharge equals water demand OPEN SPACE CALCULATIONS: 17-14 -� / T.M. 64-11-14; INDEPENDENCE DR WINCHESTER VA, LLC; INST. # 140008743 / ZONE: M1 USE:VACANT 4 � \I l \ \ I Ill { ( / LI I 1 I ,I I , I •\ / I '1 / I II+ �- -4 IT: I��i I I / \ r \ I TM 6411-15 LOT 1F l"�C7VIEl"'B ICIN SS CENTRE FOR I Lr - INSTRUMENT YR. 2008 r INSTRUMENTYR.2008 II • — INSTRUMENT#8956 5.00 ACRES 1 fill I ZONE: Mi USE: COMMERCIAL_ i�\ Il � `I\ 1/11 \� 1\`\\\\\`�`\`\ \a s\�_I? L • I /. ri'.'.' /O I� ` �\`` 111\ / 1 `\ Q��`♦` �/ �i _ \ ♦ i WINCHESTER REGIONAL AIR'R,ORS\ \ \`♦ ,� j D.B. 842, PG. 1400 \ ♦ \\ ♦ \` \ ♦♦ \ 28.69 ACRES ` — ZONE: M1 USE: COMMERCIAL \ `� \ \\♦ `♦ ♦\ — `� ♦ 1 \. \ T.M. 64-11-13; SAI PROPERTIES, LLC INST. 111030024440 ZONE: M7 USE: COMMERCIAL .C.S.A. ESMT. 713038 EXISTING BUILDING #2 1,Y EX. 50' I41C Ik L1 _1 L –EGRESS I T` T- � V 11 - W Y• li`i7I� •� � ��V\� V� r / iDRAINAGE ESMT. Ill Ill "I. t . 010008162 _ *Y 1iI"IMI, E7°r I fII/AY2 50, 11�� YI 1A14[� CJI ' I.1 W hl i}•.: �ww�11� ' `NI I I I� 1� ,111 IM 'j i' •� •7a']j? \�// ..r 11I hr EXISTING 1 iJ a i•y ' frTM 64-A-159HEFG, LC IVA t I i Lr1"« c ,i 11 , 010006153 , j ; •. NR! Vii► 1\Il: ,6/ar�' ' �i, \ TM64-A-159C WINCHESTER REGIONAL \\ AIRPORT AUTHORITY\,l D.B. 781, PG. 1427 l I'1' `�\< - �. ♦ \ ♦G 5.28 ACRES ZONE: RA USE: RESIDENTIAL B ♦ \ tl \ \I:.''I �\ \ U�� apEgWA'rewr, If C.. 25, AN /I 11c,71 TMS+5.A=17 ��--� _ LN�FROl1ENFYIL�o14 BONNIE L. T, — �'� QVSTRUMF7 -- / ,1N �U ENT -'R_-2 �IMST�f UN4EIPF# 11276` t JR f N1 /j ACRES /ZONE: RA USE: RESIDENTIAL �\ �\ ♦ \\ �` az LV z WMz 0W FC SP# 34-18 M7T TIMM-In 0 E- E- 4E-1 H Z E -I U al 6 W Y./� d.�. Sit/VO�WATER W STI No. 0008 62 < / , Gt] Q PT, Nb. 030017554 (� v [x] a d♦ _ry+e // 1 I / �1 1 / I Z Z Il as li Hill I I Illi l till IQ\111111 1 1 1 I I\ 1" f 1 l l l I 1A1 1 1 1 1 1 I I I A l CURVE TABLE.• CURVf RAD/US ARC LENGTH DELTA ANGLE CHORD BfAR/NG CHORD LENGTH TAN ENT Ill\ _ i 1 `. ,1111 1 1 1111111 `S rl \ \ .R \ \ C7 2332.03 475.28 11-40-38- N 72'38 30 f 474.46 238.47 11 1 j'. 111!1 \. 1 Q111\ 11\\ C3 1080.00 60.48 3'1230 S 23'4757 E 1 60.47 30.25 Ilii 1 i 1 //IIIilll 1 "`i ,1\II}{p16♦1y��4�\�` \� C4 1125.00 468.54 23'5145 N 73'4333 E 465.16 237.71 1\\\\11 \1 \I UNE TABLE.• I 1 1 11 If 11�\ III I `1111 \I 1 `I,1 ; i LINE BEAR/NG DISTANCE 11 Il '1 1{7\ 11, \\ 11\\ 1 \ ✓n I1 \ \I L1 S 56'1731 W 45.94 ti I I 11{ I : 11 1 1 1 1 1 1 I A" I I L2 T 33'42 29 E _08 �O0 II I R I u 1 171 ,1 1 1 1 1 I� I I 1 1L3 N 56' 17 31 E 35.46 n l Illtiil : 1 1111\\� 11 1 \ 1\ l\ 11 L4 S 3' 11126 E 31.03 11 �1 ttl t ,q 11 I I I ,4d�iARYSEWER s L5 N 63'2325 W 79.72 Rev. No. Date 1 1 1111+ :: III \\ \4 GRESSESMT. L6 N 61'4741 E 141.02 I 1 I , 5 06/17/201e l 1 I 1 i llilla / ; 1 yyy, 1, \ \ \\\ J±o. ol00051s3 L7 S 06'2923 W 79.10 L8 S 66'2843 W 50.01 I I I X11 1111 � .l lw 111\4A\I� 1�\\ TII� 591/ �D I Ft .< - �G`� 111 \ TpAt, LOCATION OF FUTURE SITE 37 R.O.W. SURVEY AND TOPOGRAPHIC INFORMATION 1. Boundary survey was performed by: GREENWAY ENGINEERING Dated: JULY 2016 2. Aerial, horizontal and vertical control surveys were DATE: 05/26/2017 performed by: GREENWAY ENGINEERING JULY 2016 Date SCALE: i" = 80' 3. Aerial topographic mapping performed by: VIRGINIA MAPPING Dated: MARCH 2007 DESIGNED BY: RLK FILE NO. 3015L 160 SHEET C1.02 17-14 2ANBY L XPLER Lic. No. 32809 17-SenT--iA18. 80 40 0 80 SCALE: 1" = BO' SIMMONS •' •- ►/ e 6 I - rii��•�� a �� • s - �.._ - --- r �- . PM ii llla am Orr WHO -foil FIRM, - --esra�acyrg°ZrR� - ---- MEN Vr���s `` r/' r ri ,T•T• • ----=- = �r T • v+%..-�'s�r�'r♦�. I .: -/V. . I �� y�12�►,)�sal � ' .: �/ � � � � ♦moi a se ��..� f������ ° � � • `1� .:. - ,11 if+,►,�_`�i+®.�, � ''y=� .�;w:C,.. �.� � .. _ ° LLA Z Lu II � � %� �� I ` , a,>`.`�se. •moi ��. 1 � ` n � may, a� % ,��xxx.Y�xxt?:�x..x_xxxxxx_�► �-x�J��iaxr�xr+x. , �' � � .�: f;��- �%��>_ ► FC SP# 34-18 I q:. I I ddoom 0 OW • 13 12 ` Milt ■`J Y�•� O'l OW J W1 ape go: 50 ' ,mom FO pl ,9// 000 00 NOHIO OW co j,`,.',r FOOMOO ���—dm�momo-4 •ter �• -���`� �. . I ', 9B?..�iBBiY69C. �2;�,r 0000 0040 RM do • •• o`�ao�� �� ��' �� • - p Z WOMEN mm"Is • • • , LL z •• 111• `• .. I,III,'II', \�: ,II I EROSION AND SEDIMENT CONTROL NARRATIVE Description: The project development will consist of the construction of a commercial building, Management Strategies: MINIMUM CONSTRUCTION STANDARDS 19. Properties and waterways downstream from development sites shall be o m E parking spaces, and roadways . The property is zoned M1 and is located in Westview Business Centre alongSecurity Drive in Frederick County, Virginia. The total site area is 36.5259 acres, of which ty 9 Construction shall be sequenced such that grading operations will begin and end as quickly as An erosion and sediment control program adopted with this Ian must be P 9 P P protected from sediment deposition, erosion and damage due to increases in volume, velocity and flow rate of stormwater runoff for the stated g. Outfall from a detention facility shall be discharged to a receiving channel, ry Y o m e m approximately 3.80 acres will be disturbed for construction. This plan is considered a supplement to possible. consistent with the VSECH for 9VAC25-84040 minimum standards: peak frequency storm of 24-hour duration in accordance with the following 4 Y and energydissi ators shall be laced at the outfall of all detention facilities as p p -I 'E S the E & S plans found within the NFCU Parking Garage Construction Plans. The 3.8 acres is part of the 9 necessary to provide a stabilized transition from the facility to the receiving -_ 12.66 acres disturbed as art of the NFCU Parkin Garage Plans. P 9 9 The site superintendent shall be responsible for the installation and maintenance of all erosion standards and criteria. Stream restoration and relocation projects that incorporate natural channel design concepts are not man-made channels and channel. = a n m ; Date of construction: Construction will begin following plan approval and will fake approximately and sediment control measures. Maintenance of these measures throughout the project is critical to the effectiveness of the program. 1. Permanent or temporary soil stabilization shall be applied to denuded areas P ry P shall be exempt from any flow rate capaciTy and velOCiTy requirements for h. All on-site channels must verified to be adequate. c - o c c y v d ai n y c - twelve (12) months to complete. within seven days after final grade is reached on any portion of the site. natural or man-made channels: i. Increased volumes of sheet flows that may cause erosion or sedimentation on t 3 � o a Existing site conditions: The site is current) a parking lot with stormwater BMP's. Sections of the site y p g After areas above controls have been stabilized, the controls shall be cleaned up and removed. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final rade but will remain dormant for longer than 14 y g g a. Concentrated stormwater runoff leaving a development site shall be discharged adjacent property shall be diverted to a stable outlet, adequate channel, pipe or pipe system, or to a detention facility. r n A u u LL c_ are wooded. The site is divided into two major drainage areas one on the west half and the other on the Electric power, telephone, storm, sanitary, water 8 gas supply trenches are to be compacted, days. Permanent stabilization shall be applied to areas that are to be left Y pP directly into an adequate natural or man-made receiving channel, pipe or storm sewer system. For those sites where runoff is discharged into a pipe or pipe j. In applying these stormwater management criteria, individual lots or parcels i F east half. Typical slopes range between 2% and 60%. Two existing stormwater ponds and one existing farm pond are on this site. See the NFCU Parking Garage Construction Plans for additional seeded and mulched within five (5) days after backfilling. No more than 500 feet are to be open at dormant for more than one year. Y system, downstream stability analyses at the outfall of the pipe or pipe system in a residential, commercial or industrial development shall not be considered to be details on existing conditions (under construction). any one time. 2. During construction of the project, soil stock piles and borrow areas shall be shall be performed. separate development projects. Instead, the development, as a whole, shall be P p p j P stabilized or protected with sediment trapping measures. The applicant is considered to be a single development project. Hydrologic parameters that reflect Adjacent areas: The site is bounded by commercial property to the north, east and west of same All cul and fill slopes are to be seeded and mulched within five (5) days of completion of grading. responsible for the temporary protection and permanent stabilization of all soil b. Adequacy of all channels and pipes shall be verified in the following 9 Y P P g manner: the ultimate development condition shall be used in all engineering calculations. zoning. Property zoned RA is to the south. Drainage swales shall be stabilized with check dams until vegetation has been well established, stockpiles on site as well as borrow areas and soil intentionally transported 1 The applicant shall demonstrate that the total drainage area to the point of ( I PP 9 P k. All measures used to protect properties and waterways shall be employed in a P P P Y at which time the check dams shall be removed. from the project site. analysis Within the channel is one hundred times greater than the manner which minimizes impacts on the physical, chemical and biological integrity Offsite areas: No offsite areas will be impacted by this project. 3. A permanent vegetative cover shall be established on denuded areas not contributing drainage area of the project in question; or of rivers, streams and other waters of the state. Q z Soils: The existing soil conditions were obtained from the NRCS Soils Survey. Refer to the soils map Devices listed above are considered minimum erosion and sediment controls. Additional control measures may be necessary due to contractor phasing or other unforeseen conditions. It is the otherwise permanently stabilized. Permanent vegetation shall not be p y g (2) (a) Natural channels shall be analyzed by the use of two-year storm to 1. An Ian approved prior to Jul 1, 2014, that r Y P PP P Y provides for stormwater i\ H this sheet. contractors responsibility to provide additional measures to those shown, as needed, in order to considered established until a ground cover is achieved that is uniform, mature s verify that stormwater will not overtop channel banks nor cause erosion of management that addresses any flow rate capacity and requirements for Critical areas: This site contains stream areas, two streams and two ponds which shall remain outside control erosion and contain sediment on site. All measures shall be installed according to the enough to Survive and well inhibit erosion. Channel bed or banks. capacity natural or man-made channels shall sans the flow rate ca aci and velocity satisfy P Ty ty requirements for natural or man-made channels if the practices are designed to (i) ' W � of the area of disturbance. All areas to be stabilized 100% prior to installation of bioretention basins. standards and specifications in the Virginia Erosion and Sediment Control Handbook. 4. Sediment basins and traps, perimeter dikes, sediment barriers and other P P II reviou I n r m n -m de ch n I h II n (b) A p s y co st ucted a a a ne s s a be a alyzed by the detain the water quality volume and to release it over 48 hours; (ii) detain and W Stormwater Management: measures intended to trap sediment shall be constructed as a first step in any land land use of a 10 -year storm to verify that stormwater will not overtop its banks release over a 24-hour period the expected rainfall resulting from the one year p P g y rt�� W Z" � Erosion And Sediment Control Measures: Unless otherwise indicated, all vegetative and structural 9 -disturbing activity and shall be made functional before upslope and by the use of a two-year storm to demonstrate that stormwater will 24-hour storm; and (iii) reduce the allowable peak flow rate resulting from the 2, erosion and sediment control measures shall be constructed and maintained accordingto the minimum Increased runoff from this development will be controlled by the Project's stormwater disturbance takes place. not cause erosion of channel bed or banks; and and 10•year, 24-hour storms to a level that is less than or equal to the peak flow q W 0y standards and specifications of the Virginia Erosion and Sediment Control Handbook. management facilities (Sea regional stormwater management plan for calculations). 5. Stabilization measures shall be applied to earthen structures such as dams, (c) Pipes and storm sewer systems shall be analyzed by the use of a 10 -year rate from the site assuming it was in a good forested condition, achieved through H Structural Measures: dikes and diversions immediately after installation. storm to verify that stormwater will be contained within the pipe or multiplication of the forested peak flow rate by a reduction factor that is equal to W Maintenance Program: 6. Sediment traps and sediment basins shall be designed and constructed based s stem. y the runoff volume from the site when it was in a good forested condition divided by , w Install Temporary Construction Entrances with Wash Racks (3.02) at the existing parking lot and to upon the total drainage area to be served by the trap or basin. c. If existing natural receiving channels or previously constructed man-made the runoff volume from the site in its proposed condition, and shall be exempt from any flow rate capacity and velocity requirements for natural or man-made channels v minimize sediment carried onto roadway. Entrances shown on ESS Phase plan are approximate - Contractor is to locate existing property access and install entrance accordingly. The parking lot 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 a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per g P ty p p channels or pipes are not adequate, the applicant shall: as defined in any regulations promulgated pursuant to § 62.1-44.15:54 or construction entrance and wash rack shall remain throughout all phases of construction.acre of drainage area and the trap shall only control drainage areas less than (1) Improve the channels to a condition where a 10 -year storm will not overtop 62.1-04.15:65 of the Act. checked regularly to ensure that a good stand of grass is maintained. All areas shall be fertilized three acres. the banks and a two-year storm will not cause erosion to the channel, the M. For plans approved on and after July 1, 2014, the flow rate capacity and FC SP# 34-18 Install silt fence and super silt fence as shown on the plans to intercept and detain small amounts of and reseeded as needed until grass is established. b. Surface runoff from disturbed areas that is comprised of flow from drainage bed, or the banks; or velocity requirements of § 62.1.44.15:52 A of the Act and this subsection shall be sediment from disturbed areas during construction in order to prevent sediment from leaving the site. areas greater than ore equal to three acres shall be controlled b a sediment g q (2) Improve the pipe or pipe system to a condition where the 10 -year storm is satisfied b compliance with water quantity requirements in the Stormwater Y P q ty q Nearing completion of the final grade, the storm sewer shall be installed. Culvert Inlet protection (3.08) Trapped sediment is to be removed as required to maintain 50% trap efficiency and disposed of by spreading on site. l basin. The minimum Storage capacity of a Sediment basin shall be 134 Cubic contained within the appurtenances; Management Act (§ Seq. of the Code of Virginia) and attendant and Inlet protection (3.07) shall be installed on all new inlets throughout the site. Outlet protection yards per acre of drainage area. The ouffall system shall, at a minimum, (3) Develop a site design that will not cause the pre -development peak runoff regulations, unless Such land -disturbing activities are in accordance with such land -di to (3.18) shall be installed on all outlets as shown on the plan sheets. Inlet protection shall be checked regularly for sediment build-up. If the ravel outlet is clogged P 9 Y 9 99 maintain the structural integrity of the basin during a 100 -year storm of 24-hour rate from runoff two-year storm to increase When runoff outfalls into a natural 9V C25-6708 of the Virginia stormwater Management Program (VSMP) b sediment, it shall be removed and cleaned or replaced immediately. d Y P Y duration. Runoff coefficients used in runoff calculations shall correspond to a channel r will not cause then opment peak runoff rate from a Regulation or are exempt pursuant to subdivision C 7 of § 62.1-44.15:34 of the Act. Coordinate relocation/demolition of existing utilities/stormwater structures in locations shown on bare earth condition or those conditions expected to exist while the sediment runoff 10 -year storm to increase when runoff outfalls into amen -made channel; or to n. Compliance with the water quantity minimum standards set out in plans. Seen notes on the Demo Plan, Sheet C1.03, for more detail. The contractor is responsible for keeping existing p p g g public roads in a clean, dust and mud free, basin is utilized. 9VAC25-870-66 of the Virginia stormwater Management Program (VSMP) Temporary seeding3.31) and/or permanent seeding (3.32) shall be placed on all critical slopes (3:1 or P ry ( p 9 p condition at all times. 7. Cut and fill slopes shall be designed and constructed in a manner that will (4) Provide a combination of channel improvement, stormwater detention or other measures which is satisfactory to the VESCP authority [o prevent Regulation shall be deemed to satisfy the requirements of this subdivision 19. 9 Ty 9 greater) and as needed to stabilize disturbed areas. Erosion and sediment control program: minimize erosion. Slopes that are found to be eroding excessive) within one p 9 y downstream erosion. year of permanent stabilization shall be provided with additional slope Vegetative Measures: 1. Hold pre -construction meeting on site with inspector. stabilizing measures until the problem is corrected. d. The applicant shall provide evidence of permission to make the improvements. Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days after 2. Install construction entrances. 3. Clearing and grubbing for sediment control devices only (ACF Environmental smart 8. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain e. All hydrologic analyses shall be based on the existing watershed characteristics and the ultimate development condition of the subject project. final grade is reached on any portion of the site. Temporary sail stabilization shall be applied within fence/Filtrexx compost filter sock or approved equal). structure. seven (7) days to denuded areas that may not be at final grade but will remain dormant for longer than 4. Placement of sediment control devices. f. If the applicant chooses an option that includes stormwater detention, he shall fourteen (14) days. Permanent soil stabilization shall be applied to all areas that are to be left dormant 5. Obtain inspector's approval prior to beginning grading operations. 9. Whenever Water seeps from a slope face, adequate drainage or other protection obtain approval from the VESCP of a plan for maintenance of the detention for more than six (6) months. 6. Clear and grub main area of site protected by installed ESS controls. shall be provided. facilities. The plan shall set forth the maintenance requirements of the facility Topsoil that has been stockpiled shall be surrounded with silt fence and protected by mulch and/or 7. Rough grade site area. 8. Install drainage devices with sediment control. 10. All storm sewer Inlets that are made operable during construction shall be and the person responsible for performing the maintenance. temporary vegetation immediately after grading. 9. Final grading. protected so that sediment -laden water cannot enter the conveyance system 10. Restoration and stabilization of disturbed areas. Without first being filtered or otherwise treated to remove sediment. 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 immediately after 11. Remove erosion and sediment control measures with the approval of the inspector. ALL areas to be stabilized 100% prior to installation of bioretention basins. 11. Before newly constructed stormwater conveyance channels or pipes are made H M construction operational, adequate outlet protection and any required temporary or ` J Note: The Frederick County Public Works and Engineering Department retain the right to add permanent channel lining shall be installed in both the conveyance channel C~ Q, Erosion control mats shall be installed over steep (2:1) cut and fills slope which have been brought to and/or modify these erosion and sediment control measures during the construction and receiving channel. y final grade and seeded to protect from rill and gully erosion. process, within reason, to ensure adequate protection to the public and the environment. 12. When work in a live watercourse is performed, precautions shall be taken to ' r� L_ Beetling schedule (soil stabilization): minimize encroachment, control sediment transport and stabilize the work area 1 F to the greatest extent possible during construction. Nonerodible material shall ,� 1. All permanent seeding shall be in accordance with section 3.31 8 3.32 of the VESCH. be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. E-" -.t4Z <i . 0 2. Spread topsoil at a minimum depth of four (4) inches. X 3. Incorporate pulverized agricultural limestone into the topsoil at a rate of 92 lbs. per 1,000 13. When a live watercourse must be crossed by construction vehicles more than _J (1.' W square feet (2 tons per acre).twice 4. Fertilize with 10-10-10 fertilizer at a rate of 23 lbs 1,000 square feet (1,000 lbs acre). in any six-month period, a temporary vehicular stream crossing Neo 77 Qi 5 per per 5. Seed all areas with a seed mix consisting of 67% Kentucky 31 Tall Fescue 33% Red Top constructed of nonerodible material shall be provided.T2s EPOS Z and - 0Q de m Clover. 14. All applicable federal, state and local requirements pertaining to Working in or S. Mulch all seeded areas with straw mulch applied at a rate of 3,500 lbs per acre anchored with crossing live watercourses shall be met. -oQ� d cutback or emulsified asphalt applied at a rate of 200 gallons per acre. 15. The bed and banks of a watercourse shall be stabilized immediately after work ��� W D W Dust control: in the watercourse is completed. � V 16. Underground utility lines shall be installed in accordance with the following Z p4 LJ 1. Temporary seeding shall be applied to all disturbed areas subject to little or no construction standards in addition to other applicable criteria: J 47C "� 50 `,i G' Z2. All haul roads and other heavy traffic routes shall be sprinkled with water until the surface is a. No more than 500 linear feet of trench may be opened at one time. 7B i wet and repeated as needed to control dust. b. Excavated material shall be placed on the uphill side of trenches. W ; � 3 xi � c. Effluent from dewatering operations shall be filtered or passed through an f approved sediment trapping device, or both, and discharged in a manner that O� p d. does not adversely affect flowing streams or off-site property. Material used for backfilling trenches shall be properly compacted in order to -o e 41C 41C , minimize erosion and promote stabilization. - 9C e. Restabilization shall be accomplished in accordance with this chapter. 35 i. Applicable safety requirements shall be complied with. 17. Where construction vehicle access routes intersect paved or public roads, 36 provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street Washing 41C shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well as to larger land -disturbing activities. 41E BANGEa CT - 18. All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the VESCP authority. Trapped 1H sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion Rev. No. Date and sedimentation. 6 09/17/2018 9C TH OF t Lenand Navy Federal Credit Union U R Y L EPLER Parcel Boundary (Approximate) LIC. NO. 32809 Soils !� 1 B:BERKS CHANNERY SILT LOAM, 2 TO 7 PERCENT SLOPES A 7 Ops>Safi' Z� 35:PAGEBROOK SILTY CLAY LOAM s`SIONAL � � 41C:WEIKERT-BERKS CHANNERY SILT LOAMS, 7 TO 15 PERCENT SLOPES LM 41E:WEIKERT-BERKS CHANNERY SILT LOAMS, 25 TO 65 PERCENT SLOPES 9C:CLEARBROOK CHANNERY SILT LOAM, 7 TO 15 PERCENT SLOPES DATE: 05/28/2017 W:WATER SCALE: N/A SOILS MAP NAW FEDERIAL CREDIT UNION DESIGNED BY: RLK FILE NO. 3016L Feet SHEET C2.02 400 0 400 17-14 GRAVEL CURB INLET SEDIMENT BLOCK AND GRAVEL DROP INLET SILT FENCE CULVERT INLET STONE CONSTRUCTION ENTRANCE TABLE 3.31-13 FILTER SEDIMENT FILTER PROTECTION ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS TOW:! N ap C N 4 N 00 A Awa vAFanvrn ExCwAit 10 N .r `�—�f� WIRE SCREEN - CONCRETE BLOCK 'QUICK REFERENCE FOR ALL REGIONS' _ M d 'ol^N �. FRrm aom e" WAS A (OPNO emr '_l / ��10E C `; OF SIDE ELEVATION OF FILL v`"R 3 m O N W Rate 'tm� Planting Dates Species (lbs./acre) U W Wmvw Sept. 1 -Feb. 15 50/50 Mix of ,z.,,m• P' a / Annual Ryegrass (Lotium multi-florum) T Air ro T I GRAVEL FILTER' RUNOFF WATER WIRE MESH ------12• `_ 7 GRAVEL FILTER TOE Of FILL B. Sg - 1(]0 (recalCereal eRye cereae) �I �+ y f-1 cWa¢ A� a TRxpp OUNCE 1ro•rau _ FILTERED WATER V WIRE SCREEN 31u FENCE _ 'DSTANCE IS 1P MINIMUM IF FLOW • IxdT EE(aa FML avm mFslnSn PLAN VIEW ° FILTERED WATER m 1 WARD EMBWNMEM L ELCW Feb. 16 - Apr. 30 Anual Ryegrass 60 - 100 , LT7 Z �+++ WATm — _ (Lollium multi-florum) W rz' Mx OPTIONAL STONE COMBINATION Lin z ,. WW R ' 3SEOIMENT W 111I•F"` 3JI smmENr o..� May I - Aug. 31 German Millet 50 (Setaria italics) zWAP GATE LO' 1.5' W SECTION A -A CONCRETE GUTTER 12 CURB INLET ,P_r SEDIMENT SPECIFIC APPLICATION FLOW 2A' FC SP# 34-18 SPECIFIC APPLICATION Seedlnq •' - THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE "r' HEAVY FLAWS ARE EXPECTED AND WHERE AN OVERFLOW THIS METHOD OF INLET PROTECTION 13 APPLICABLE AT CURB R LM CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE AROUND THE SIRUCTUIiE. / Seed shall be evenly applied with a broadcast seeder, drill, *PONT RFnarnrm mx�TC 1NCONVEN1ENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROT'ECT'ED E3, 1357, /s. /5S OR /57 CO E AIX P, • Gua I MPPAP CUltpaCl(er seeder Or hydrOSeea'Pr. Small grains shall be AREAS. TO REPLACE SILT FENCE IX HORSESHOE WHEN SECTION B—B •GRAVEL SHALL HE VDOT /j3, #367 OR jJ6 COARSE AGGREGATE. HIGH Y PY OF nom IS ENF£CIFD planted no more than one Inch deep. Grasses and legumes • GRAVEL SHALL BE VDaT #3, /367 OR 5 COARSE AGGREGATE. Shall be planted with no less than 1/4' soil cover. .SYA/,StE AOWIfD from 1AJ AWbW Rok2t &,W aosm aM Sekwl ConOO! oM k ow Pate 3.01-1 SOURCE: VA. DSWC PLATE 3.07-6 SOURCE: VA. DSWC PLATE. 3.07-3 SOURCE. ADAM Imm VDOT Nmkmd SBMe aM Va. 05WC PLATE. 3.08-1 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) TABLE 3.32-C SITE SPECIFIC PERMANENT SEEDING MIXTURES POST TENSIONING TIE BYP OF 41 . - 0 1. SET POSTS AND DCAVATE A CXA' 2 STM WIRE FENCING TO THE POSTS, TRENCH UFSIaPE P1DNC ME UNE OF POSTS.FILTREXXd ����'' 2" X Y X 38" WOODEN STAKES PLACED IO'O.O SO%X^(12"TYPICAL) --8'iYPICAL� 5FT. METAL T -POST 11.251B/FT MINIMUM) FOR APPALACHIAN/MOUNTAIN AREA Total Lbs. Minimum Care Lawn Per Acre ` b BLOWN/PLACED FILTER MEDIA MRKAREA AREA TBE PROTECTED �; 6„ F- 7, z - Commercial Or Residential 200-250 lbs. �� -. .— T -Kentucky 31 or Turf -Type Tnll Fescue 90-100% - .. 1T MIN Improved Perennial Ryegrass a 0-10% -Kentuck Bluegrass 0-10% DOZER TREADS I d�: �2z' 16" High -Maintenance Lawn GROOVES PERPENDICULAR TO THE SLOPE. - } / /�. ILII /�. ILII / / / / I / / - SECTION xrs Minimum of three (3) up to five (S) varieties of bluegrass 0.55 from approved list for use n Virginia. 125 lbs. SVOTE ATTACHMENT POINi51V51NG ORANGE TRENCHING g NYLON TIES OR METAL WIRE) LOCATED AT REINFORCED POST INDICATOR LINE General Slope (311 Or Le55) E~ co TRACKING FaG/ I TENSIONING CABLE CHANNEL OR SOURCE: MICHIGAN SOIL EROSION AND SEDIMENTATION GUIDE PU.TE. 3.28-4 ♦ 2"%T'X36"WWDEN STAKESP ACED IO'OC / ITYP AT EACH T -POST) METAL FOR POSTS SHALL BE PLACED BELOWNWITHI LOWER TIE LOCATION WITHIN LOWER - Kentucky 31 FPSCUe 126 1b5. y - Red TO Gr0.55 2 1b5: p Q' E'1 — 11NCH OF REINFORCED POST - Seasonal Nurse CropwW 20 lb >s. I/] ]. FE%CE THE EXID4 FABRIC TO THE WIRE 4. "ONVATE SO COLIPA4T THE FENCE AND IX1END T INTO INE 1RFIICX. IXGVAIED SOIL -� �� �� �,. �\ POST TENSIONING TENSIONING CABLE CHANNEL SSO lbs Z I--1 q AREA TOED PROTECTED TIES CABLE REINFORCED POST CABLE CHANNEL TENSIONING Low -Maintenance Slope (Steeper than 311) Q a HF-� \� - Kentucky 31 Fescue 108 tbs. Ia-I H soxz-(1z"TYmcnu y - Red Top Grass 2 tbs. - Seasonal Nurse Crop*w 20 lbs. � I� E-+ _j_ / �FILTRExxd WATER FLOW • \ T 5 FT. METAL T -POST 11.25 LB/FT MIN.) - Cr Ownvetch Amm 20 tbs. w O w rCy ILII /1. : , ILII l 1 IO INCHES FABRIC ANCHORAGE DEPTH 150 lbs IF Perennial Ryegrass will faster and at lower SOI[ Q V) WORK AREA I01 NOTES: germinate temperatures than fescue, thereby providing cover and erosion r FLOW 1 1. ALL MATERIAL TO MEET FILTRE%%d SPECIFICATIONS. resistance for seedbed. 3. FILTER MEDLENTS FILL TO MEET APPLICATION W I REQUIREMENTS MA 3 COM 3COMPOST MATERIAL TO BE DISPERSED ON SITE. AS 11fW Use seasonal nurse crop In accordance With seeding dates a5 r =III PLAN urs DETERMINED BY ENGMEER, ISOMETRIC VIEW stated below) EXTENSION OF FO IC AND WIRE INTO THE TRENCH. Murch, April through May 15th Annual Rye I' z 04 May 16th through August 15th Foxtal[ Millet I�-1 August 16th through Sept:,Oct. Annual Rye Z FILTER FABRIC w<. November through February Winter Rye FILTREXX® SEDIMENT CONTROLo m SMART FENCE HDI III WIRE INSTALLED WITH T -POSTS www If Flatpea Is used, increase to 30 lbs,/acre. All legume Seed - NTS must be properly Inoculated. Weeping Lovegrass may also be Included In any slope or tow-maintance mixtures during warmer SOURCE: !dapW from HATE. &05-1 seeding periods) add 10-20 tbs/acre in mixes. Rev. No. Date 5 09/17/2018 OF R NDY L KEPLER s Lic. No. 32809 0 17- S6,ft_ td'd ti s`yIONAL EAG DATE: 05/26/2017 SCALE: ' N/A DESIGNED BY: RLK FILE NO. 3015L SHEET C2.03 17-14 .. ... ■ ~KING mel" SSWALKS AND PARKING SPACES SHALL BE TYPE A CLASS I WHITE PAVEMENT MARKING..... ..•2 SPACE MARKINGS SHALL HAVE 4" WIDTH. CROSSWALK LONGITUDINAL LINES SHOULD I E a i • TO 24 INCHES WIDE AND SEPARATED BY GAPS OF 12 TO 60 INCHES. THE DESIGN OF THE. .AVOID THE WHEEL PATHS IF POSSIBLE, AND THE GAP BETWEEN THE LIN - y ,riULD w NOT EXCEED 2.5 TIMES THE WIDTH OF THE LONGITUDINAL LINES. lid wALKS. ALK SYMBOLS SHOWN ON THE PLAN ARE TO SHOW THE LOCATION OF THE PROPOSED CROSSWALK MARKINGS ARE TO- . CH THE EXISTING CROSSWALK MARKINGS ON THE NFCU CAMPUS. ♦ +' •; ^' �� . • !. JJ I I UNLOADINGMEET ,yam A u�^^ •� �� 0 II• ♦, & Ip IOC NOSE DOWN EX. BUILDING 2 _ ICEIVE. It, lop a. ED I MH SPEC TO MATCH__� --CROSSWALK -° • e -I � ,. \\� �•.. ����• _ ``JJ I � �� .• =_�• I ._gam; � .°�,« � _;,,-- ♦////AA /.. �;�•1 '..cc II- �I•,�•I�� I�, ,®, ■hL.'" 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MENTRANSFORMERWER : --�►:� - -..1 rile J r^;ri _� ,�.�� PROP. PRAIA-TWE POWPERR FEB.ELD O3 --------- - GT j! jAdli --- ��e��, _ 1 �i�■ _ �� D — �r-El---r,�ei_ - w: .mss .r � �:.� i �� I(1�71�" '1 ° 11111 OPSITE ULD CONNECTION POINT CONNECTION POINT _�11PROP. RE. FEED PARKING AGE u SEE PLANS FORI I, . "'�� 1 1 -► BUILDING 9 OVERHEAD ACROSS SECURITY DR. I�I�i '- � � � LOADINGIMF 1. �����1I � . — _ EXPOSED... EXTEND COMMUNICATION -RETAINING CONDUITS TO BUILDING 3 L MECH. YARD FENCE AND GATE ro IN Ur jC570 .-1 ..,I-.- ---- '�(�y � 'I �_ _ � �µy. � � _ ,.00,`oouo,`,°,.,`oro .o`.•`,000`o`o`o`,``o`o M . - , . o.. — ����,I \ \ � 1 - . � \ � p .' , '►\ � , . - :o;;;,o�`;:o::��•`r: ;,•` :.;;:o°:::;;:;:ooh c'o±?:::;`;o�:��'' s ' .._w .moi 1 t ��. (j►°°,r ,.rr .rrrrrr,`,, rrr,. ® � d I . ; . `. � ♦r00 J r,,r,00`O`Sr`O`P`� , . O`r �`` ��`:oo® ,,,,`, ��� Y• � � / � � I Ilo � SII �� �.-� , \/�. _ � ":SSS; :`�?;:, � `,;,r:`r\``:,0... ..ob:::::�:� r'� •�•S4 � r !, :.I III �' ,,,�Q�',,`Qrr`rr\r` / oroOp © � ����mm"..,nw"' _ . � . • / 1��� ��� ��� 1 � � 1111 �� ,,,� �' _'h r �St g{�5� ♦ �w 0 DESIGNED BY: RLK i a 1 I Ell . I .. ���_ t e: �, �',� III' •� '.—..' ::)i.,/�, ,p!I!� ��Y}u'�s/, . � L����..� '�\� 9ig31�1��1�+�.!_....�,yy{`��i1��PZ.''� � �' � ���`R.�'m��l 1i� . �%% ,�y��—$il � ► � ,\ /., �n. , �'*�i► R� »"Ei i i C�����i•��ir.�r \ 0x ,`it�a\�•\ � ` • ..��w �2 I'.Z�n / i li �1,� K I Pall �,1�-1ti= ,�I '��• I `_���: - ���NO'4L1 xk,. .; "91�"a'.illrielll�/ ui' �� � C�� 11�����/'lifl..!'L iu� � ... �I W ili �'� �.' n,' `� w �I��t ..:, �ut�Iwl,`1���.�� -- ----- --- -- --'-�.r°Il���e�i��i— V•�•t�� ..�.�w • r ' 1 SEE ARCHRECTURAL OR If PUNS FOR DETAIS� \ l _\ 1 I( B =67016...�`�) e7,� 7 r I y U E E- I cor -r \ \ \ \ 79. E- Ci J .e` 0 ''i r r ' 1 SEE ARCHRECTURAL OR If PUNS FOR DETAIS� \ l _\ 1 I( B =67016...�`�) e7,� 7 r I y r . N 70 I ARCHITECTURALFOU DATION WALL SEE PLANS FOR DETAILS III • M , / �' __=_ _ _ _ _ _ _ -48 1 \� I�PATIO AREA INSET r. MEMO" . yi `` . �_�.wa®gym. •��a��.�� pa 0 EX- CURB w Ir m va I �� Vl' .- :: J.,JJ ���JJJJJJ.: ,� ��� ��,�,,.•���<J��ir�J♦ !!. 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E- Ci .e` 0 ''i r UL 88 L. Ila Q eL 'Z m r . N 70 I ARCHITECTURALFOU DATION WALL SEE PLANS FOR DETAILS III • M , / �' __=_ _ _ _ _ _ _ -48 1 \� I�PATIO AREA INSET r. MEMO" . yi `` . �_�.wa®gym. •��a��.�� pa 0 EX- CURB w Ir m va I �� Vl' .- :: J.,JJ ���JJJJJJ.: ,� ��� ��,�,,.•���<J��ir�J♦ !!. ' ... - .,. .. v�• .. ::: �� i J,J�, >•,�,�� �,�: ;•:'�0��� ;,BOJ` J�•v0 J��•:1_ � id � //�I�'� � � � �y'v�"JOOJ,JJO, JJ � ♦,. n•• J�OJ,JQ�p�J�J• , J. �JJ,�J•�'� ..._ �. � � � i� .,� JiJ�ii�,J�`�JJ�JJ,J�J����,JJ��OJ�A, •OJJ,�J�J�tiJA,��co J, ,:T,JJ,J,�. t+, li \r!�/ �.<+*`� � ° •' � • \ �, �:JJ��J�@QJ�����J����1>ap���Jx���d'O�p��i ����JJ$���Jti ���J`������`�''• � C: � '��� ,� \ �', J��,x,JJ,pJsJ OJJ�J�����Pi•��P�� pJ � ,`,�J,�'�t`� �i� . •.. .i` `��' / fir` ���� ZA r . .,i _r•. •Ill '/a���•' u 11 1 ��,��� I� •,, = = - • lull I III°' j;;I al j��� • -. �/ • � llllli• �� IIIIIII, ��y� � 'IQI.�� •� I NOTES:.' 1. • • - • DEPTH • • oIs SUBBASE SHOWN• •• BUIL•. ..• A • • •- Illllll - IIIIIII,II. SUBBASE.INSTALLING FULL DEPTH GRAVEL • • - MAY NEED TO l� III BELOWCUT ORDER PROPOSED / MECHANICAL YARD AREA INSET m m E CN�7N U J Adm m _ � c 2'O N T T� v n 3 N o y ti N m c 9D 0 N L 2m V ry LL S c SZ 3� Qz Ar Aw " Zw Wz 1% z FC SP# 34-18 SII ® 0 �89ia'ro.•. I I k 67'sw e \ Rev. No. Date w 5 a97T/Role / TH OF / � t t� a P RA Y L KEP0 66EP Lic.No. 32809 / 017-St.Yr?0)8 t� /GI c< 65�P SIONAL // DATE: 05/28/2017 65 i 65E�P ,90 / SCALE: AS SHOWN EN 1 658 / / DESIGNED BY RLK j ,64 FILE NO. 3015L 10 0 10 20 SHEET C4.03 SCALE: 1" = 10' 17-14 Ll E- cor -r 79. E- Ci .e` 0 ''i r UL 88 L. Ila Q eL 'Z m SCALE: 1" = 20' z r w� E 6 PATIO AREA INSET CJ w U w LL W z w X71 z x a HC RAMP (w/ 1A.9' � 70�iv 70�x°w handrail) 69�k•v 69}°w b 60' ° 70�°w 70�x°w 69�iv (( ° l �I 705niv 70 °w�J .a C p 6��. 69 �Sivj k 67'sw e \ Rev. No. Date w 5 a97T/Role / TH OF / � t t� a P RA Y L KEP0 66EP Lic.No. 32809 / 017-St.Yr?0)8 t� /GI c< 65�P SIONAL // DATE: 05/28/2017 65 i 65E�P ,90 / SCALE: AS SHOWN EN 1 658 / / DESIGNED BY RLK j ,64 FILE NO. 3015L 10 0 10 20 SHEET C4.03 SCALE: 1" = 10' 17-14 Ll MILL 0 STING 11' OVERLAY r o_ 0o00� �b -000 I , , • I� 1 T `�!71r:- iM WIN 0 Ism® III III � I�I III III I{� ��I I I —1 �1]OMATCN EpS11NG I �I 0 0 Cc) 0 ;O�000OOC 30 15 0 30 60 SCALE: 1" = 30' PAVEMENT SCHEMATIC (NTS) gm- 4. MILL & OVERLAY -ASPHALT AREA F® - 3. MAIN SITE DRIVEWAYS - ASPHALT AREA -2. EMPLOYEE PARKING - MAIN DRIVE ISLE • 1. EMPLOYEE PARKING - SPACES LOADING DOCK PAVEMENT FC SP# 34-18 2AN LKEPLER Lic. No. 32609 17-5W- 20)8. TYPICAL PAVEMENT SECTION #1 TYPICAL PAVEMENT SECTION #2 TYPICAL PAVEMENT SECTION #3 TYPICAL CONCRETE PAVEMENT SECTION 1. ALL PAVEMENT STRIPING TO BE TYPE A WHITE PAVEMENT MARKING PAINT. jONAL Fr NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE EMPLOYEE PARKING LOT - PARKING SPACES EMPLOYEE PARKING LOT - MAIN DRIVE ISLE MAIN SITE DRIVEWAYS - ASPHALT AREA LOADING DOCK PAVEMENT DATE: 05/26/2017 1.5" SM -9.5A SURFACE COURSE 8" 4,000 PSI REINFORCED CONCRETE _ 1.5" SM -9.5A SURFACE COURSE 1.5" SM-9.SA SURFACE COURSE _ 2.0" IM -19.0A INTERMEDIATE COURSE - WITH REINFORCED CO CRE SCALE: 1" = 30' 777 -2" BM -25 BASE COURSE . = -. 3.5" BM -23 BASE COURSE - 3.5" BM -25 BASE COURSE 8" SUBBASE VDOT STD. 218 6.0" SUBBASE VDOT STO. 21B 6.0" SUBBASE VDOT STD. 218 8.0" SUBBASE VDOT STD. 21 B _� �� I��. DESIGNED BY: ELK aII— - - -If�—COMPACTED SUBGRADE - = COMPACTED SUBGRADE _� -1 -1I III 1 —COMPACTED SUBGRADE H Y Z COMPACTED SUBGRADE alai uI IJTu T—I— —u—ILL n—I ul II—I Il ululuu�ll—I (COMPACTED TO 95%DENSITY (COMPACTED TO 95% DENSITY (COMPACTED T095%DENSITY — (COMPACTED TO AT OPTIMUM MOISTURE CONTENT FB,E N0. 3015E AT OPTIMUM MOISTURE CONTENT AT OPTIMUM MOISTURE CONTENT AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) VDOT VTM-1 METHOD) VDOT VTM-1 METHOD) VOOT VTM-1 METHOD) SHEET C4.04 PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 4. SOIL TEST PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 4. SOIL TEST PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 4. SOIL TEST PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 4. SOILTEST OF THE SURADE T SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SBGECTION MUSTHICKNESS PRIOR TO CONSTRUCTION. I PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. I PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. I PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. 17-14 c) E U VE z z A� a .4Z _ x E- Eo m� a U w w LL z 04 6� x 2AN LKEPLER Lic. No. 32609 17-5W- 20)8. TYPICAL PAVEMENT SECTION #1 TYPICAL PAVEMENT SECTION #2 TYPICAL PAVEMENT SECTION #3 TYPICAL CONCRETE PAVEMENT SECTION 1. ALL PAVEMENT STRIPING TO BE TYPE A WHITE PAVEMENT MARKING PAINT. jONAL Fr NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE EMPLOYEE PARKING LOT - PARKING SPACES EMPLOYEE PARKING LOT - MAIN DRIVE ISLE MAIN SITE DRIVEWAYS - ASPHALT AREA LOADING DOCK PAVEMENT DATE: 05/26/2017 1.5" SM -9.5A SURFACE COURSE 8" 4,000 PSI REINFORCED CONCRETE _ 1.5" SM -9.5A SURFACE COURSE 1.5" SM-9.SA SURFACE COURSE _ 2.0" IM -19.0A INTERMEDIATE COURSE - WITH REINFORCED CO CRE SCALE: 1" = 30' 777 -2" BM -25 BASE COURSE . = -. 3.5" BM -23 BASE COURSE - 3.5" BM -25 BASE COURSE 8" SUBBASE VDOT STD. 218 6.0" SUBBASE VDOT STO. 21B 6.0" SUBBASE VDOT STD. 218 8.0" SUBBASE VDOT STD. 21 B _� �� I��. DESIGNED BY: ELK aII— - - -If�—COMPACTED SUBGRADE - = COMPACTED SUBGRADE _� -1 -1I III 1 —COMPACTED SUBGRADE H Y Z COMPACTED SUBGRADE alai uI IJTu T—I— —u—ILL n—I ul II—I Il ululuu�ll—I (COMPACTED TO 95%DENSITY (COMPACTED TO 95% DENSITY (COMPACTED T095%DENSITY — (COMPACTED TO AT OPTIMUM MOISTURE CONTENT FB,E N0. 3015E AT OPTIMUM MOISTURE CONTENT AT OPTIMUM MOISTURE CONTENT AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) VDOT VTM-1 METHOD) VDOT VTM-1 METHOD) VOOT VTM-1 METHOD) SHEET C4.04 PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 4. SOIL TEST PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 4. SOIL TEST PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 4. SOIL TEST PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 4. SOILTEST OF THE SURADE T SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SBGECTION MUSTHICKNESS PRIOR TO CONSTRUCTION. I PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. I PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. I PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. 17-14 ell a eii 1 ,�, ' � I _ ♦� 111 III I i • �t x � Ipppp. I -- -- - - rte) _ I�I .. I � . r-'-:: `� �_ L_ 1 { } I _ cul 4V✓• . I' A ./ f.\ r.�; r� kil Oil A 11//�iw a • -.... J II ` S'�\ Ir � Illllll/ll�li� � �I„ I oiulu�ll,lt�,l�ll ♦ � i i� Ilii o I II p„ ♦♦ • IIIIIIII�II,II�, II li'ji \. "THIS VIEW FOR FIRE LANE MARKINGS & SIGNAGE ONLY D. lunation of atrunurea. (I) At fecal, three perimeter walls d industrial, mmmemial, public or semipublic or residential structures with three or mare dwelling units per structure shall be within zoo feel, of a street, fire lane, or private nicer. (2) gbncturax txceedkng 30 feet in beight shall not N setback mare than 50 feet from a street, fire lane or privatestrom. (3)When any combo n- of private fire-protect2on facilities, including but not limited tofire-resisv've roofs, fire examines walks, space separation and automatic fee xGnguishfa, aystms, is provided, and approved by flue Fire Marelual or his/her designated representatire as an acceptable alternative, Subsection 1$2) shall nm apply. (4) The Fire Marehil or his/her designated mpreammdve may, M concert with the local volunteer fire company, require at least two means of accev for fire appeeathe to all commercial and indurif fid structures. Those acew wave shall meet the requhemmts ofSubsection B(3). (5) fulmcati ng or other obstructions shall not b, placed =and structures m hydrants in master so as to impair or impede as Iflity for firerfightidg and nacre rpemtioa. E. Water supply. (p Water supply systems shall be designed so as to he capable of supplying at least i,000 gallons per minute at 20 pounds per square inch. Water supple shall he made available add opemtiona] Whom combustibles are on site during construction. (2) In afros developed with single-family detached or duplex dwelling units, Nem deal thea fere hydrant withw qoo feet of all mita. in areas developed wah thmwfi a dwelling units perstmrture, there sW be a hydrant within 3Po feet Ball ums. in areasdevelopedwith eu or more dwellingmiu per stmenme. there shall be at least two hydrants within 3em feet d all units. In areas developed with Industrial or rammer nal development(s), there shall be a hydrant within 30o feet of all pmtirnv of any structure. Where me hydrant is dedicated to the operation of a standpipe system, there shall be at least me other hydrant meeting the distance requiremems set forth abme. The hydrant dedicated In the operation of the standpipe system shall not be farthm Nm so fact from the standpipe. Concede measurements under this seed on shall be along denter-line madway surtaxes or along surfaces meeting the mluirements ofaf lane(decignated or undesignated) where appropriate, but in all renes aeress to .on hydrant shall W directty from a roadway and/ar fire lane. (3) Fire Woods; shell be marked in acrordance with the Frederick Cory B Wit .Authority policy. (4) Fire hydrants limited in perking areas shall be protected by harriers that will prevent physical damage fmmvebicles. (5) Fire hydroma shell be located within Is. feet of the curb line of fire lanes, strcets in private atreets when installed along mch access ways. (6) Fre hydrants shell be installed in mcoNande with the standards tithe Frederick Canty Sanitation Authority. (7) Threads m fire hydrant rutins shall random to Frederick County Saaitation Authority poliq. (8) Fire hydrants shall N supplied by ml, Inas and esu-Mrh diameter real v. N 50 25 0 50 100 SCALE: 1" = 50' Guidelines referenced from the 2012 Frederick County Fire Prevention Code APPENDIX D FIRE APPARATUS ACCESS ROADS is DI04.3 Remmerms Where two fire apparatus access roads are required, they shall be Placed a distance apart equal to not less than one half of the length of the maximum overall diagonal dimension of the Im or area to he served, measured In a straight line between accesses. SECTION 0105 AERIAL FIRE APPARATUSACCESS ROADS D105.1 When required Where the vertical distance between the Bruce plane and the highest roof surface exceeds 30 feet 19144 mm), approved tial fire apparatus access made shall be provided. For purposes of this stolon, the highest roof surface shall be determined by measurement to the save of a pitched rod the Intersection d the roof to the exterior wall, or the top of parapet walls, whichever is greater. 010S.2weth Aerial fire apparatus access roads shall have a minimum unobstructed width of 26 feet (7925 ma), excluxi a of shoulders, in the Immediate vicinity of the building or portion thereof. D10S.3 Proximity m 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 buildini and shall be Positioned parallel to one entire side of the building. The side of the building on which the aerial fire apparatus access road is positioned shall be approved by the fire code official. 0105.40brourthare Overhead utility and power lines shall for be tooted over the aerial fire apparatus access road or between the aerial fire apparatus mad and the building. Other ass ructions shall be permitted to be placed with the approval of the fire one offidal. SECTION DI06 MULTIPLE-FAMILYRESIDENTIAL DEVELOPMENTS DSO6.1 Frplects having more Nan IN dwelling units Multiple -family residential projects having more than IN dwelling units shall be equipped throughout with two separate and approved fire apparatus access mads. Exception: Projects having up to 200 dwelling units may have a single approved Ne apparatus access mad when all buildings, including nonresidential occupancies, are equipped throughout with approved automatic sprinkler systems installed In accordance with Ssellan 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 is Di Projects halm more than 100 dwelling units Multiple -family residential projects having more than 200 dwelling units shall he President with two separate and approved fife apparatus access roads regardless of whether they are equipped with an approved automatic sprinkler system. RECTION D107 ONE- OR TWO-FAMILY RESIDENTIAL DEVELOPMENTS D1m.10ne-ortwo-faml dwells residential developments W dwelling, p Developments ofone-ortwo-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 Sudden DIN.3. Exceptiam: 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 sprinkler system In accordance with Section 901 903.3.1.2 or 903.3.1.3 of the International Fire Code, access from two directions shall not he 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. 0108 REFERENCED STANDARDS ASTM F2200-05Standard Saoiflaation fm Automated Vehicular Gate Construction D103.5 Ice IFC -12 International Fire Code orals, DUU 1 UL 325-02 Door. ompery, Gate, Louver, and Window Operators and Systems, with Revisions through Ways February 2006 Frederick County, VA Local ordinance referenced from htm,//eeodeg6rtcc m/87od;Q §90-4 General requirements ThefollowingrequirementsshallapplyWallmmtructioninlanddevelopmmtaWti di inareasofthe Countyto which this article applies: A. Meana ofecceee for Fire Department apparatus. (L) The means of access for Fire Department apparatus and Turnaround shall consist of fire lanes, private streets, strata, parking lot lana or a combimtion thereof. (2) Parldng in any means of access shat not be permitted within l,5 tett da fire hydrant, sprhdder or nmdpim connection or M any other manner which will obstruct or interfere with the Fire Departments used the hydrent or coandetion. (3) "No parldng" signs or mother designation indicating that parkipg is prohibited shall be provided at all normal and emergency manes points to anumarea and within> feet death fire hydrant, spridder or standpipe correction. a. Fire lanes. (I)The Fire M=re orhu/herdmigoatedmpresemdti ,NconcertwiththeIoWvolunteer Erecompany, may designate both public and private fire lana a required for Ne efficient and effective use of fire tutus. Said fire tang shall be marked in a manner rescr ddib desa l yule Fire by hal ter * , V designated ref are Parking N odaigne[ed fire lane shall be controlled by Chapter *8, Vehicles and Traffic, of the Frederick Canty Cade. (2) Fire from shall be at least 20 feet M width, with Lee road edge closet to the mumure at Inst to feet from the dmcmie, be commucted on And all -wether adade adequately designed to support any fire apparatue likely to be operated in such fire lure or be ofsubsuufatt mnsta m designed to support the sairce, loads as the above mrfence and b, covered with no more than three inches of sol or and, or bath, and be designed with radii of sufficjent length to allow for safe corning by any fire apparabss likely to be operated on such fire lane. (3) Fire Icon mmectwg to Public strands, roadways or patient streets dhail be provided with curb cats extending at least two feet beyond each edge of the fire have. (4) Chaim or other barriea maybe provided at the cammea m fire Inches or private moves, provided that they are installed according no the requirements of me Authority Having.luriedimion. C. Parking lot lanes. Parking lot lanes shall have is minimum of a5 feet class width between rows.fparked whiches for vehicular access and movement. c-1 Guidelines referenced from the 2012 Frederick County Fire Prevention Code APPENDIX D FIRE APPARATUS ACCESS ROADS is SECTION D101 GENERAL D101.i Scope Fire apparatus access foods shall be in accordance with this appendix and all other applicable requirements of the International Fire Code. SECTION 0102 REQUIRED ACCESS 0102.1 Access add loading Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved to apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of Ore apparatus weighing at least 75,100 Pounds (34 050 kg). SECTION D103 MINIMUM SPECIFICATIONS D103.1 Access rpatl width wiry a hydrant Where a fire hydrant Is located on a fire apparatus access road, the minimum road width shall be 26 feet (7925 mi exclusive of shoulders (zee Figure 0103.1(. a w �a J Ae - yp a -w exas N apiCOrr W Mpwpamrs V� IS � Xrpuxr m. r 3 m ar pc AFOOT NYe•AXFAO aCCETaBleµrrAlNrM1F TorxosgvrwaaBassay FIGURE D103.1 DEAD-END FIRE APPARATUS ACCESS ROAD TURNAROUND D10I Grade Fire apparatus access roads shall me 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 is DI03.3 Turning radius The minimum turning radius shall be determined by the fire code official D103.4 Dead erods Cudl fire apparatus access roads In excess of 150 feet (45 720 mm) shall m provided with wimh and tumaround provisions in accordance with Table D103A. TABLE D103.4 REQUIREMENTS FOR DEAD-END FIRE APPARATUS ACCESS ROADS nNOTMtherl alma thes,NRNMOnXM RFQU1Rm SIGN TYPE "D" SIGN w"veeeq„irea 0-a50 EO F11 Z In Q I7a1Wr r-chNa, (Atwt'"r or Ill sm sem 961oaldlamtt«cuWd clnxcmrdavewnh Fiance Dlo),I z 120.1wI Hamm.. fition Yu- W17`A 16 Ilcylomd'mhurmculdeaac'n aaoNadowttlr Fgure D1031 6pw:ial manual mquided Over 750 U) D303.5 Fire apparatus access road gates Gates securing the fire apparatus access roads shall comply with all of the following moserla: 1. The minimum gate width shall be 20 feet (Wall mm). 2. Gates shall m of the swinging or sliding type. 3. ConsUuttlon of gates shall be of materials that allow manual operation by one person. 4. Gate components shall to maintained in an operative condition at all times and replaced or repaired when defective. 5. Electric gates shall be equipped with a means of opening the gate by fire department Personnel for emergency access. Emergency opening Peaces shall be approved by the fire code of dal. 6. Manual opening gates shall not be laked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry mals or when a key box containing the keyla) to the lock is Ime led at the gate location. 7. Locking device spnifcations shall be submitted for approval by the fire fore of trial. 8.111 gate operators, where provided, shall be lined 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 2200. Guidelines referenced from the 2012 Frederick County Fire Prevention Code APPENDIX D FIRE APPARATUS ACCESS ROADS is D103.6 Signs Where required the fire code official ffea apparatus access roads shall be marked with permanent NO PARKING -FIRE q b Ppa LANE signs complying with Figure D103.6. Signs shall have a minimum dimension of R inches (305 mm) wide by 38 Inches (457 mm) high and have red letters on a white reflective background. Signs shall he posted on one or both sides of the fire apparatus road as required by Section D1o3.6.1 m D103.6.2. SIGN TYPE -A SIGN TYPE 'C' ♦_ SIGN TYPE "D" SIGN TYPE MODIFIED "D" Ft] F11 Z In Q H D21I RNds Men 36 fen In width Fine lane signs as spnified in Section D303.6 shall he posted on both sides of fire apparatus access roads that are 20 to 26 feet wide (6096 to 7925 mm). DIOI Reach more than 26 fen in width Fire lane si nsass specified in Section D103.6 shall be posted an one side of fireapparatus access rpatls more h n26 H P P Fear wide (7925 mm) and less than 32 fen wide (9754 mmL SECTION 0104 COMMEROAL AND INDUSTRIAL DEVELOPMENTS D104.1 Buil6 irip exceeding three stories Or 30 Not In height Buildings or Pori files exceeding 30 feet (9144 mm) or three storks in height shall have at least two means of fire apparatus access for each structure. 0104.2InAl legs exceeding 62AM square feet In ark Building or facilities having a gross building area of mare than 62,000 square feet (5760 ri shall be provided with two separate and approved fire apparatus amass roads. Exception: Projects having a gross building area of up to 124,000 square feet (11520 m2) that haw: a single approved file apparatus access road when all buildings are equipped throughout with approved automatic sprinkler systems. Q V z off zW LY z Wo FC SPS 34-16 IRev. No.l Date Lic. No. 32609 DATE: 05/26/2017 SCALE: N/A DESIGNED BY: RLK FILE NO. 3015L SHEET C4.05 17-14 �zrJn Z In Q H 1 z w El U) m c5 D + a U WW W LL Z z w Q IRev. No.l Date Lic. No. 32609 DATE: 05/26/2017 SCALE: N/A DESIGNED BY: RLK FILE NO. 3015L SHEET C4.05 17-14 Y-31 �0000 A ✓/ BUILDING3 / 01 EX BIORETENTION BASIN A ` IL \ \ \ \ OPEN SPACE/ CONSERVATION \ \ EX. FARM POND \ EX. MANUFACTURED DEV (UNDER CONSTRUCT/ \ \ \ \ OPEN SPACE/ CONS AREA EA I 1111 1 III I I S ° ✓/ I�I��� VIII IIIp1I�II I I II I � I EX. UNDERGROUNDSTORAGE I III / III �I II 1' I II I I I (UNDER CONSTRUCTION) III) )III I I I I + 11 0111 \ , 1 EX swMPoNDB V ANN OPEN SPACFJ 1 / CON AREA TION / III\ 7 EX. SWM POND I A l (UNDER CONSTRUCTION) \ \ \ ' _� Ute, /EX. BIORETENTION BASIN'D' \ \ \\\\ \ \ \\ \ \ \\ \ \ (UNDER CONSTRUCTION) I i ' EX PARKING GARAGE (UNDER CONSTRUCTION) \\\\ \ \ \ \\\ \ v � �\A�� \ \ \ \ W EX. UNDERGROUND R EX.G CHANNEL#1 DER CONS TION)\17 / \ y— \ \ \ 7�/ •• ` > — \ �` \ — — — — _ EX. BIORETENTION BASIN'E' '(1'\�\ \ •• / (UNDER CONSTRUCTION) L POTENTIAL /1 FUTURE — \ ROUTE 37 OPEN SPACE/ CONSERVATIONAREA zz- 1 i / / / 60 30 0 60 120 SCALE: 1" = 60' V�qm FwP Pcnem Xrnea rvemvw YE1YIgInX WwXXWa m MebeXw Ymewm.x faglMm)pmen.n.VmMte .mnuw�:. m.asm..yw SM wm ry sro. ue .--- a�w kua csaa osw rmk raram nWT l I rmam aeamm m °�� mqk" r.ami.M ad m 1 m p"eq m. m cm �kal x ae um.mun�nm.w"un.mm [e.waw..aweaelW.afl O wLL Uw ae�ur P4 � w .u"M m.wrrmwa.°ama�l mmarsan m gma.mm.m.mX.aagwl I atl6 m m-e..mam�tim,k„ nr [ml rmaw� rmam aeamm m °�� mqk" r.ami.M e.nl m.wrrmwa.°ama�l mmarsan m gma.mm.m.mX.aagwl I atl6 m m-e..mam�tim,k„ nr [ml rmaw� rmam aeamm ana °�� mqk" r.ami.M ...a..mma...ma.mXX pYmp MxRwmmry mmarsan r11b°X I atl6 050\ nr [ml rmaw� rmam aeamm ana °�� am�..pl r.ami.M e.nl mu.nma "Emgmy. m p"eq m. nnamleq �kal x ae um.mun�nm.w"un.mm [e.waw..aweaelW.afl O wLL Uw ae�ur P4 � w .u"M pYmp MxRwmmry v qm PumPPmoom.emmwxunx w.mp nm.owmmry mmarsan r11b°X I atl6 050\ nr maml rmaw� rmam aeamm ana °�� rm.m r.ami.M e.nl mu.nma "Emgmy. m p"eq m. nnamleq �kal x ae um.mun�nm.w"un.mm [e.waw..aweaelW.afl O wLL Uw ae�ur P4 � w .u"M mm�..amn.. egm.maw a.n.5. ass ul "'mamnOM W . _m_Iad r. .,..a .aammm 1. >.m.Xmm�eae .sMa. m m.w m. ma,..m wml IF -14. sorw_.mem .nmra aa a e.m pm.m�iFa no v qm PumPPmoom.emmwxunx w.mp nm.owmmry a .a., I sek I atl6 050\ rml 4arml rmaw� ••°'" ....m z mwm Vona "'„tee, -¢ " �mmmi m kw. �kal x ae um.mun�nm.w"un.mm O wLL a M.L.k. 0,..5 S. , q^a� m .rmmw nim�.nm. a M.a .mw "emM .mmHg maml ••°'" ....m z mwm Vona "'„tee, -¢ " Ibl m kw. �kal x ae um.mun�nm.w"un.mm O wLL Uw P4 � w Z sp ass ul "'mamnOM W M.L.k. 0,..5 S. , NOTES: 1. WATER QUALITY AND LAND DISTURBANCE WERE DEVELOPED WITH THE PROJECT "NFCU PARKING GARAGE". THIS PROJECT "NFCU BUILDING 3" PROPOSES UPDATED WATER QUALITY. 2. TOTAL IMPERVIOUS AREA FOR BOTH PROJECTS COMBINED INCREASED FROM 7.76 TO 7.83 ACRES WITH PROPOSED "NFCU BUILDING 3", 3. ALL STORMWATER AND BMP FACIILITIES SHALL BE AS -BUILT AND CERTIFIED BY A PROFESSIONAL ENGINEER THAT THEY ARE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLAN PER REQUIREMENTS OF FREDERICK COUNTY ZONING ORDINANCE 143-185 (D). Q z IA w ZW �I LV z � �z �W FC SP# 34-18 .omam r�.n tin w.w " ... ,vwam. .. m.e .. aMn mam., pwml �> ....m z o'w.a� °am—ft)P.,,,_', w w. Ibl w kw. �kal x O wLL Uw P4 � Z ul "'mamnOM W NOTES: 1. WATER QUALITY AND LAND DISTURBANCE WERE DEVELOPED WITH THE PROJECT "NFCU PARKING GARAGE". THIS PROJECT "NFCU BUILDING 3" PROPOSES UPDATED WATER QUALITY. 2. TOTAL IMPERVIOUS AREA FOR BOTH PROJECTS COMBINED INCREASED FROM 7.76 TO 7.83 ACRES WITH PROPOSED "NFCU BUILDING 3", 3. ALL STORMWATER AND BMP FACIILITIES SHALL BE AS -BUILT AND CERTIFIED BY A PROFESSIONAL ENGINEER THAT THEY ARE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLAN PER REQUIREMENTS OF FREDERICK COUNTY ZONING ORDINANCE 143-185 (D). Q z IA w ZW �I LV z � �z �W FC SP# 34-18 L) H �> a z A w x O wLL Uw P4 � Z ul "'mamnOM W .aammm 1. >.m.Xmm�eae .sMa. IF -14. sorw_.mem .nmra aa a NOTES: 1. WATER QUALITY AND LAND DISTURBANCE WERE DEVELOPED WITH THE PROJECT "NFCU PARKING GARAGE". THIS PROJECT "NFCU BUILDING 3" PROPOSES UPDATED WATER QUALITY. 2. TOTAL IMPERVIOUS AREA FOR BOTH PROJECTS COMBINED INCREASED FROM 7.76 TO 7.83 ACRES WITH PROPOSED "NFCU BUILDING 3", 3. ALL STORMWATER AND BMP FACIILITIES SHALL BE AS -BUILT AND CERTIFIED BY A PROFESSIONAL ENGINEER THAT THEY ARE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLAN PER REQUIREMENTS OF FREDERICK COUNTY ZONING ORDINANCE 143-185 (D). Q z IA w ZW �I LV z � �z �W FC SP# 34-18 /Rev. No.l Date I No.3280s 5WT-2u � DATE: 05/26/2017 SCALE: i" = 60' DESIGNED BY: RLK FDE NO. 3015L SHEET C5.01 17-14 L) H �> a z A w x O wLL Uw P4 � Z ul /Rev. No.l Date I No.3280s 5WT-2u � DATE: 05/26/2017 SCALE: i" = 60' DESIGNED BY: RLK FDE NO. 3015L SHEET C5.01 17-14 SWM LEGEND EE 0000m SITE BOUNDARY A m � / TC FLOW PTC FLOW P.) ` ,�/ ` // .J� ,� TC FLOW PATH (TYP.) ` DRAINAGE AREA LABELS= DRAINAGE DIVIDES _ _ c ME a � 0 1 c, / / • I A�. i" ` 1 , � / ) F`. ` ' SITE AREA "ONSITE' (AREA WITH I.F. FOR ENERGY BALANCE COMPUTATIONS c a li c m 3 F / TC FLOW _ EX. POND ��'WINCHESTER \/JJJ /J \ _ TC FLOW ll 1 �// ' EX. POND ��--ryyINCHESTER PATH (TYP.) ' EX. POND—� ' I 'J"RICKETTS POND" 14A _ EX. INDEPEND CE `PRINTERS POND" - • �_ , PATH (TYP) ! ��/✓ _ EX. POND—�� \/�'- J //\"RICKETTS POND' = � - I PRINTERS - ` 1 POND F 3z / DRIVE ' 7 'I � EX. CE \ I DRIVE ,cy. R' / iEX. DRIVE SECURITY _. ' 15� 1 g r ( \\ \. j EX. SECURITY \\\ � � _ -- i DRIVE 15 ���; �� 8 \\.v I .. I I r W `iWZ 7 6 i ��i , v�\ ,� �; 7 6 1 EX. POND \ i ')�� O "AIRPORT POND' ��� O )� EX. POND :��.. 'AIRPORT POND' 0 FC SPy 34-18 5 ♦ 14A pppp TC FLOW PATH (TYP.) II i 1 / PATH TYP.) / 5 � EX. BIORETENTION "A" - �!� \ � EX POND "B' 000, � EX. BIOREfENT10N'A" _ - BIORETENTION "B' C\'� / EX POND 'B' / �� � v\ p -III VIII- I IIIIIIII I - 4. `\ 000 . ..0EX. ,/ ` 3 BI 0 \ / ` POND .4.�� 'FARM POND" ` \ � ' 2 EX. POND ` .' "FARM POND' `` / BIORETENTION / / .0 POND "A" WITH UNDERGROUND �i STORAGE � C (� 3 ` � � � 13 3 L~ z Q� 14 _ 14 'I _ _. \ _ -_- p F4 z TC FLOW - '�� PATH(TYP.) "== _4_'.�� ---� __ -�. -- / -- . _ PATH(TYP.) '_.�- - - - - - �Ci -- POTENTIAL FUTURE.-._�TENTIAL RT, 37 - FUTJIRE. - 37 -- BIORETENTION'E" \ 'J WITH UNDERGROUND / 0 V Gx] W STORAGE LL 'Z, a' PRE -DEVELOPMENT OFFSITE Z x / STUDY POINT #1 ♦ / STUDY POINT #1 �� \ DRAINAGE DIVIDE MAP r 1000 0 1000 2000 r N\ SCALE: 1" = 1000 / / / �J \1 L)p r J 7 �V PRE -DEVELOPMENT SWM POST-DEVELOPMENT SWM DRAINAGE DIVIDE MAP DRAINAGE DIVIDE MAP 200 0 200 400 200 0 200 400 SCALE: 1" = 200' SCALE: 1" = 200' 1 /Reo. No. Date 09/17/2018 r `1 IIJ OP STORMWATER MANAGEMENT & BEST MANAGEMENT PRACTICES SUMMARY, THE WATER QUALITY REQUIREMENTS WILL BE MET BY PURCHASING WATER QUALITY 15 ' \ _\�rl)I(6I �,fl CREDITS AND REMOVING AT LEAST 75% PHOSPHORUS ONSITE WITH THE EXISTING ` / ( V ISH LER LiC. N0. 32809 BIORETENTION BASIN, PROPOSED BIORETENTION BASINS, MANUFACTURED BIORETENTION BASINS AND GRASS CHANNEL, PREVIOUSLY 2.24 POUNDS OF CREDIT /p f; �� \ -> 0j7- WERE PURCHASED WITH THE "NFCU PARKING GARGE PLAN. NO ADDITIONAL CREDITS _ l0 1 5Cpj-_&6�.�4' WILL BE NEEDED FOR PURCHASE WITH THIS PLAN "NFCU BUILDING 3". \ / S G `sto THE STORM WATER REQUIREMENTS (CHANNEL AND FLOOD PROTECTION) WERE MET BY \ ` & PROPOSED SWM FACILITIES ( PROPOSED DETENTION POND "A" WITH UNDERGROUND 7)6 \ DATE: 05/26/2017 STORAGE & BIORETENTION BASIN "E" WITH UNDERGROUND STORAGE). 14A �— \ o -SCALE: AS NOTED `\ 14 \ \ - 13\ 3 DESIGNED BY: RLK - - -"_ FILE NO. 3015L SHEET C5.02 17-14 N\ J.,TUDY OINT4' �r •°i`r . I � /.r��i III II II I SII • /I14IIIII>.� ,\ .SiNIIi jII� i rIII IIID . I � IiIIiiIIIII�� I . �I;riII jII1 -/ I ® _ / • I i .,1 c -_•. :. ire\ u ', T tI• PIS '' �` ' I :JJO NO+� O� • � I I '' PROP 61 GRAVEL DIAPHRAGM ,.s� a .ms� II Ism J+IA. I r 3 \ �S SITO 7. .0 10 0 20 40 BIORETENTION BASINS "A" AND "B"- PLAN VIEW SCALE: 1" = 20' HORZ. SCALE: I' - 20' 675 670 M m - RIM 650 645 m 675 670 d02 YY6 655 650 m 0+00 0+50 1+00 1+502+00 n BIORETENTION B - SECTION F-F* HORZ SCALE, 1' - W VERT. SCALE r-6' PLASTIC SOLUTIONS INC ROUND STORMRAX —ELEV=664.00<-4---OVERFLOW BYPASS 4' FRONT WEIR= 663.25 TRASH RACK NOT 4' DIAMETER SHOWN (FOR CLARITY') FRONT VIEW - OVERFLOW BYPASS DETAIL (STM 36) NTS PROPOSED A FOCALPOINTLENGTH :0 8 L..--_---_-- _ J o e 0.5' GABION MIN. SAS ((ET z' FRONT VIEW Z O �`— EXPOSED 4,WCU. FT 0 O H U OVERFLOW ELEVATION PROPOSED WIDTH //\\\ G ED Ui f H MIN. 082.50 HARDWOOD MULCH WITH FINES REMOVED co o O PRETREATMENT --�rs►lYati-- DEPTH 0.5' CELL UNDERDRAIN HEIGHT of GRAVEL IFLOW MEDIA (SEESPECIFICATIONS) W a 2 GRAVEL (#57 STONE) SIDE VIEW SECTION X-X GABION WALL CHECK DAM NOT TO SCALE UJI FP100 MESH -BRIDGING CL? . .'. . MN GEOTEXT(LE.-. ..... - 6 STONE (SEE SPECIFICATIONS) z ....... R -TANK 0.5 (9.45') STRUCTURAL UNDERDRAIN Q d _---_ 3- LEVEL BASE (MIN.) (� p OLAZA CONTAINMENT GEOTEXTILE LL I.L REVISED MARCH 2015 - um umim 675 670 d02 YY6 655 650 m 0+00 0+50 1+00 1+502+00 n BIORETENTION B - SECTION F-F* HORZ SCALE, 1' - W VERT. SCALE r-6' PLASTIC SOLUTIONS INC ROUND STORMRAX —ELEV=664.00<-4---OVERFLOW BYPASS 4' FRONT WEIR= 663.25 TRASH RACK NOT 4' DIAMETER SHOWN (FOR CLARITY') FRONT VIEW - OVERFLOW BYPASS DETAIL (STM 36) NTS GABION 1' MIN: BASKET 1' MIN. PROPOSED A FOCALPOINTLENGTH :0 8 L..--_---_-- _ J o e 0.5' GABION MIN. SAS ((ET z' FRONT VIEW Z O �`— EXPOSED 4,WCU. FT 0 O H U OVERFLOW ELEVATION PROPOSED WIDTH //\\\ G ED Ui f H MIN. 082.50 HARDWOOD MULCH WITH FINES REMOVED co o O PRETREATMENT SBT.50 DEPTH 0.5' CELL UNDERDRAIN HEIGHT of GRAVEL IFLOW MEDIA (SEESPECIFICATIONS) W a 2 GRAVEL (#57 STONE) SIDE VIEW SECTION X-X GABION WALL CHECK DAM NOT TO SCALE UJI FP100 MESH -BRIDGING CL? . .'. . MN GEOTEXT(LE.-. ..... - 6 STONE (SEE SPECIFICATIONS) z ....... R -TANK 0.5 (9.45') STRUCTURAL UNDERDRAIN Q d _---_ 3- LEVEL BASE (MIN.) (� p CONTAINMENT GEOTEXTILE LL I.L REVISED MARCH 2015 GABION 1' MIN: BASKET 1' MIN. PCCALPOINT HP PERFORMANCE SPECIFICATION: HIGH PERFORMANCE MEWL HI GH PERFORMANCE STRUCTURAL UNDERDRAIN MUSTLHAVE A MINIMUM OF 19 SQUARE INCHES OF ORIFICE WENWO PER SQUARE FOOT MUST MEET HIDOADING REOUIREMEWS. MUST SE MODULAR IN NATURE AND ASSEMBLED ON SIIE MUST HAVE MINIMUM" INTERIOR VOID SPACE PLAN VIEW INLET STRUCTURE TYPE AND SIZE TO BE DETERMINED BY ENGINEER OVERFLOW ELEV. (F) CONNECTION r ��>%/� PROPOSED A FOCALPOINTLENGTH GRADE 8 L..--_---_-- _ J o C 0.5' GABION MIN. SAS ((ET z' FRONT VIEW (2'x 2') �`— EXPOSED 4,WCU. FT 0 O HEIGHT OVERFLOW ELEVATION PROPOSED WIDTH VARIES G GRADE VARIES (SEE PLANI (SEE PLAN) z04 H MIN. 082.50 BURIED PRETREATMENT SBT.50 DEPTH 0.5' CELL UNDERDRAIN HEIGHT FILTER FABRIC GRAVEL DIAPHRAGM CLEAN WASHED GRAVEL (#57 STONE) SIDE VIEW SECTION X-X GABION WALL CHECK DAM NOT TO SCALE PCCALPOINT HP PERFORMANCE SPECIFICATION: HIGH PERFORMANCE MEWL HI GH PERFORMANCE STRUCTURAL UNDERDRAIN MUSTLHAVE A MINIMUM OF 19 SQUARE INCHES OF ORIFICE WENWO PER SQUARE FOOT MUST MEET HIDOADING REOUIREMEWS. MUST SE MODULAR IN NATURE AND ASSEMBLED ON SIIE MUST HAVE MINIMUM" INTERIOR VOID SPACE PLAN VIEW INLET STRUCTURE TYPE AND SIZE TO BE DETERMINED BY ENGINEER OVERFLOW ELEV. (F) CONNECTION r ��>%/� A FOCALPOINTLENGTH �� 8 1)Immommmmmmmmmmminmmmmmmmminmmmmmmlmnln6e"�� 12 o C FWALPOINTAIOTH 10" 0 . UNDERDRAIN WADE 6 E- E WMTEROUAUTYVOLUME 4,WCU. FT 0 O F OVERFLOW ELEVATION Top,,,, ] WEIRN CH OFF JS G OUTLET FLONLINE GRIM z04 H TOP OF MULCH 082.50 I TOP OF GASION(OPTIONAL) SBT.50 J UNDERDRAIN HEIGHT 8151X. >_r00 ISI° SECTION X-X OBSERVATION/ MAINTENANCE PORT PORT USED FOR INSPECTION PURPOSES AND FOR SYSTEM MAINTENANCE AS REQUIRED. WATER SHALL BE PUMPED INTO THE SYSTEM AND RESUSPEND ACCUMULATED SEDIMENT. MINIMUM REQUIRED MAINTENANCE INCLUDES QUARTERLY INSPECTION FOR THE FIRST YEAR OF OPERATION AND A YEARLY INSPECTION THEREAFTER FLUSH AS NEEDED. FOCALPOINT HP CONSTRUCTION GUIDE A FOCALPOINTLENGTH 119 FT. 8 NUNOERORNN LONG 12 o C FWALPOINTAIOTH 10" 0 . UNDERDRAIN WADE 6 E- E WMTEROUAUTYVOLUME 4,WCU. FT 0 O F OVERFLOW ELEVATION Top,,,, ] WEIRN CH OFF JS G OUTLET FLONLINE GRIM z04 H TOP OF MULCH 082.50 I TOP OF GASION(OPTIONAL) SBT.50 J UNDERDRAIN HEIGHT 8151X. 111111 ,1,111 11,1111111111,11111111 ,, IMM 1111;1:111111:111111 111111111111111111111111111 , 111-11; 111111'JIIIb:111111 111111111111111111111111111 uun uun:nun:luw U WD J ,5 V Z � O 2 O_ U � PORT Z 00 Z� U U $ D- _ & F Z Z $ o LL) a Y Q Z U ao LL W o 2 LL m REVISED MARCH 2015 SECTION Y -Y (HEIGHTTI PIPE NOTCH PATTERN DETAIL 4--9- CUTIN SHADED AREAS (SEE NOTCH PATTERN DETAIL) .e IY O 0. W U Z Q Z W f H � C Z ao O a o � Q � e >o LL' z W CO W 0 o O I - Z J 0 O.z z UL F REVISED MARCH 2015 Qz Zw W W 0 V W FC SP/{ 34-18 MI. Lic. No. 3280x�99y yl7 ��/T.�OIp DATE: 05/26/2017 SCALE: AS NOTED DESIGNED BY. RLK FILE NO. 3015L SHEET C5.03 17-14 F U d z Q o Q �z E O z E- E - 0 O � WW LL Z z04 MI. Lic. No. 3280x�99y yl7 ��/T.�OIp DATE: 05/26/2017 SCALE: AS NOTED DESIGNED BY. RLK FILE NO. 3015L SHEET C5.03 17-14 23.87" [606mmj-] JU 1" [25mm] GRATE TOP VIEW (ROTATED 90°) Plan Notes Series Number: TS24-24.603D-FB-F20E 1. Grates: •Cask Gray Iron per ASTM A48 Class 35-B (Uncoated) *Open Area: 0.9 FTI per Lineal Foot [0.27 M2 ,per Lineal Meter[ *Load Rating: 494 PSI (AASHTCI M-306 Test Method) •Made in the USA 2.Form Release: Non -Petroleum Based 3. Concrete: Concrete Thickness and Reinforcement per Structural Engineer's Specification for the Application. I� �-26" [660mm] I Grate 11.44"' [37mm] I Part #24.603D. F6 1.75" X 1.75" X 0.19" GRATE END VIEW 144.5mm X 44.5mm X 4.8mm] ,-Black Epoxy Coated ' Steel Angle with Anchor Studs 26 25" Part #F20E: Depth Varies Monolithic Pour 6" [152mm] Minimum All Side 3" [76mm]�- Minimum 1" [25mm] Minimum r- [667mm] - I, aGa • °'� 24.25" [616mm) END CROSS SECTION VIEW Slab Expansion Joint Both Sides (Recommended) Rail Clamp EPS Former Part #TS24 No -Float #4 Rebar U -Leg Anchor Slab Copyright C2010 ABT, Inc- %�ITO TFX24 Q�0 with St24" [609mm] ID Trench Former@ System Alr Standard d Slotted Grate P.O- Box 837,259 MURDOCK ROAD - TROUTMAN.NC 28188 SERIES: TS24-24.6Q3D.FB-F20E. REV: p1 (704) 528-9808 Proprielary rights or ABT, Inc- are included in the infarmatlon disdosed herein. The recipism, by accepting this document, agrees that neither this document not the Inforrnatmiri disdosed herein nor any part. thereof shall he copied,, reproduced or transferred to others for manufacturing or far any other purpose except as specifically authorized in writing by ABT, Inc, DISCLAIMER: The customer and the customer's architects engineers, consultants a,W other professionals are completely responsib6o for the salection, installation, and maintenance of any product purchased from ABT, and EXCEPT AS EXPRESSLY PROVIDED IN ABT'S STANDARD WARRANTIES, ABT MAKES NO WARRANTY. EXPRESS OR IMPLIED, AS TO THE SUITABILITY, DESIGN, MERCHANTABILITY, OR. FITNESS OF THE PRODUCT FOR CUSTOMER'S APPLICATION. Copses of ABT's standard warranties are avallable upon request. ABTINC, TFX 24Q 04 ccC IN r4 U 24" (609mm) ID Trench Forming System with Standard Slotted Grate Standard SpecificationsLO System V. TS24-24.603D.FB-F20E Manufactured by ABT, Inc., 259 Murdock Road, Troutman, NC - (800) 4:38-6057. wwirw.abtdrains.com System Components: Forms --TS24: Pre -manufactured trench forms using non -CFC EPS foam, Forms to be 24.25" (615mm) wide pre -sloped or non -sloped form segments. Each segment to have a full length deforming groove. Non -sloping sections must have written approval by engineer prior to Installation. Forms to have square bottom and 26.25" (666mm) grate seat width. Farms to be within .0625" (1.58mm) tolerances. Invert slope is as noted on plans. Non -petroleum based form release is to be used for smooth interior walls and easy form removal. Grating-24.603D.FB: Uncoated cast gray iron conforming to ASTM A 48, Class 35-B, with a minimum of 0.942 /L Ft (0.27m2ILm) open area. Grates shall meet a minimum 494 psi proof load per AASHTIO M-306 test method. Grates must be flush with top of rails. Grating shall be made in U.S.A., and shall conform to the FHWA's"Buy America" policy 23 CFR 635.410(b) and Federal Acquisitions Regulations (FAR) 52.225 "Buy American Act". Frames /Rails- F20E: Post fabrication epoxy coated 1.75" x 1.75" x .188" (44.45mm x 44.45mm x 4.76mm) steel angle rails conforming to ASTM A36. Standard headed concrete anchor studs bisect rail -anchoring device a minimum every 12" (305mm). Grate rails to provide a minimum of 1.187 square inches concrete bearing area per inch of trench length on each side. Auxiliary frames are to be used as noted on plans to facilitate radii, intersections, grade changes and expansion, control & construction joints. Frames shall be made in USA, and shall conform to the FHWA"s "Buy America" policy 23 CFR 635.410(b) and Federal Acquisitions Regulations (FAR) 52.225 "Buy American Act". Quality Assurance: Submittals: A Certificate of Compliance in conformance with the provisions of these Standard Specifications shall be furnished to the Engineer. Post Construction Inspection Formwork is to be fully removed, without exception, to allow for inspection and if needed repair of any voids and or concrete consolidation issues below the frame, trench wails and invert. P�+�3 �"� TR EH [)RAJN F01% ER FIRST' �� � FILUS_ Advanced Building Technologies 259 Murdock Rd. Troutman, NC 28166 PH: 800-438-6057 FX: 704-528-5478 ACF ENVIRONMENTAL -RAIN GUARDIAN TURRET DETAIL -SEE SHEET 05.03 FOR LOCATION (STR.052A) txi rwt6rte vtaaes Ilr►Sdi7 cti 67TE Sr�tTyrkr, - 1. WYM RM1 PORCED, rev ^ JOW U MMOUn4lp- - 1. INLET WIDTH AND DLITAWZ BETWEGNI LACK OF CURE AND CRETE ffTR ICT4IRE MM LAS). DOiUCRETIEL.SHALL HAVEA MINIMLAIII RAIN GU RDLAiN TURRET MAY VARY W LITH $ME MMMONsE. CAPE STIREENG 714 OF 4AW PrJ AT 24 DAY& GDICRIFrE AIR ENTRA MED 0 TC} 4% 91'' VOWMEj. MM UFAC7 RiED AND DEGWNED � � eAB� EXTENDS a�"tar+nTH� FILTERwAL1 OF tuor o. tea THE RAIN GUARD" TURRET TO SERVE ASA SPLASH DISSI- 2. T}fid ii e�Ct6USM � LIFFINt3 POCKEi� YMTTNA ntsT,w+at MOM CONCO17T rruFT PATv+x STANDARD HOOK 3. TWO-PIECE UG HT DUTY GAILVANIMD GRATE OAS LBWIECEj FOR 3 W+eLE 541 LB CONCENTRATED Lf,74I1D OR M LIM FT UN FIDW I.4TIAIDL 4, T VVI-F9=E HEAVY-DUTY [illiLVAIINI ) QRA7E M.5 LSOOW-Coi FM Amm 2," La comernm7m LOAD OR 1,4& LAS FT LIWOFISA Lf1+`wi1. rLT aruroLlw taxuT . LL THE CLA88 3 BABE A ' tt4r MT 1INSTALL �rfaOMPACTEDTii 96'14 STANDARD PRdCTCRj. THE DIET,FNM FROM THE MUKCF THE CUFS MAYVARY ad _ &Aa#W 04 Wn 10Mr7rI M, BUT CONSIDERALTIONS SHOULD IN. " OLUDE SLOPE Or THE INLET AND BAGIN &SDE SLOPMADJACENr TO THE RANN GLJA KZ" TURFET- Pcor nON RAIN GUAlitTAN TURRET W POE" "W4%ft" TistMT 90 P194W OUTU ITmows mne -" MMA" QVn-E rA"QM W FnH TM OF M$ IN 310F N.. NIF TO AV0113 f Toe of ONSM SIDE SWK Tv A%%DWLWW8W1M MW FLT6 SOIL INTFRFERENCE WITH REll WABLE F9LTER WALL EXCOWATE V _........_L -..- _. _-..-. lir BELDW THE C UrMRLIIE ELEVATION O.E. THE EI ETEM1ON OVERFLOW ELEVATION) TO A COOMMIODMATE THE 1' PONDING DEPTH. T CLAS8 5 AGGREGMF, AND 4' fMN GUARDIAN TURRET BLASE (INCLUDED THEREFORE. "il E 70P OF THE CUM a O€ MPACTEO NAE 12 PREG#SBY TAll"HEII.V4THE OUT ERLINie EAYATION. THE TDP OF THE FW N 411tA1 01.46N TURRET METAL {ORATE WILL BE 1 CL1/r ABOVE THE TOP OF THE CONCRETE BASE AND 1-1 T7' N!LOW THE f GUTT1! FCJNE ELEVATION TOACGOMMODATEA SLOPED INLET Fl% M - " rvro19T tM&I _ rOP MCt7L rrw19r11trx-overt: THE WrrlR TO THE ILMN QUAR OlIM TL.IF 1, i ^ raft Y'Oluf�+?�'fJY.4+v • - r ,Z THE RAIN 4UARDI&N TURAET SHOULD BE SET ON THE PREPARED Grrr61D! C+L AGG 5 BASE �1[ 9rtrr7Ae �,, STALL FR/1 AM FOR OW -k- l ELE OLLA E"A TLMET IN-fYflE�lt1 RMI r ' 7cA AMND BAUK OF OUM. TOP ELEVATION i0F THE FRAMING BHOU D 'MATCH THE TOP OF THE CURB ON THE 81 REE1ME AM THE TIOP OF 411E �1Ra7C . �.�.. " � .:�y, ,'= .,, ^.1,-yt p ,. *.. a - >,• - a Vd111110 , THE FVJN GU14r1M" TURRET 4N THE 941ERlIIrRM?N SID <.._ RFKphr�E PATH; wrua. _ 4. USE EMPMMON JOINT MATEIVAIL BETWEEN AIN MARDIAN TURP - R,!"TANa BiORZEI'EIrrTION KLT. llll II ILII hill[=III __- 111 I'�j{=1 I I I ry III I=1 I I l l D} I IL SIDE CURM OF'THE P43URFM INLET MUST HAVEAN IN9rJRMi�IT- 1�1111-I111�(111-1111=11 ABLE PROFILE TO PREVNVT WASTER FLOW FROM <,1WRTCFPIN* THE ON MEW D M NSTREW 913E OF THE INLET. Illi -Lill- �IIII®IiIlli-`g1`V+_.{� 1�'ll^I1ll�I�11-�IIl=fill 4111 1=II_li=tllll 1111=I��1 Ilii= = �1= = I� 1. THE70POIFTHECLAW5BASE[OQIY AMMToWN 6 4M1fA58lEFlLTERWALI.BRfOIdLD6EINEiAIJEZlYt+ITHFILTER Uhl j - = i _ - _ I _ STANDARD PROQI' M IS PRECISELY 1 4 SMAW THE QLIT- FAB4itC FACING THE RAIN GUARDIAN TJRRET FLET, TEIRJNE ELE'VAMOPL \ UANUFAC117URED orr: surroar�s - i:tss s �SIEG+.TI clwex,. RA I ILII G U A►RDIAN TURRETowwrm FJ6KA A MW7.7j1�"15 TL�IET-1' MA� PRETREATMENT CHAMBER E#I+�RETE�ITIOh� PONDING DEPTH: V- ,�„�,,� ,, P ETRF iTI IlT ��� �� 131 & M Way Dr. NE, Sulte M Rain Ciatderts * Swales - Filtration 8"n5 • Inrtltratir_u Basins TYPICAL D ETAI 'i scVAR MILE Ham LakMa. MN G4 wwvv FWn13uwdIvn,bts r.1�� ut UL P&TExr e,9m,IrA 7113-434-2030 680 680 675 6a - Ui 675 CD 670 -� w a - TRENC CIL 670 CUNC. APRU WITH S�URB �-- 665 660 655 - --GR-ADE 0,54°/0 PROR. GRAQ 2.27°%a _. 665 660 655LuLU E&S MATTING--,,, r i � - END CROSS SECTION VIEW Slab Expansion Joint Both Sides (Recommended) Rail Clamp EPS Former Part #TS24 No -Float #4 Rebar U -Leg Anchor Slab Copyright C2010 ABT, Inc- %�ITO TFX24 Q�0 with St24" [609mm] ID Trench Former@ System Alr Standard d Slotted Grate P.O- Box 837,259 MURDOCK ROAD - TROUTMAN.NC 28188 SERIES: TS24-24.6Q3D.FB-F20E. REV: p1 (704) 528-9808 Proprielary rights or ABT, Inc- are included in the infarmatlon disdosed herein. The recipism, by accepting this document, agrees that neither this document not the Inforrnatmiri disdosed herein nor any part. thereof shall he copied,, reproduced or transferred to others for manufacturing or far any other purpose except as specifically authorized in writing by ABT, Inc, DISCLAIMER: The customer and the customer's architects engineers, consultants a,W other professionals are completely responsib6o for the salection, installation, and maintenance of any product purchased from ABT, and EXCEPT AS EXPRESSLY PROVIDED IN ABT'S STANDARD WARRANTIES, ABT MAKES NO WARRANTY. EXPRESS OR IMPLIED, AS TO THE SUITABILITY, DESIGN, MERCHANTABILITY, OR. FITNESS OF THE PRODUCT FOR CUSTOMER'S APPLICATION. Copses of ABT's standard warranties are avallable upon request. ABTINC, TFX 24Q 04 ccC IN r4 U 24" (609mm) ID Trench Forming System with Standard Slotted Grate Standard SpecificationsLO System V. TS24-24.603D.FB-F20E Manufactured by ABT, Inc., 259 Murdock Road, Troutman, NC - (800) 4:38-6057. wwirw.abtdrains.com System Components: Forms --TS24: Pre -manufactured trench forms using non -CFC EPS foam, Forms to be 24.25" (615mm) wide pre -sloped or non -sloped form segments. Each segment to have a full length deforming groove. Non -sloping sections must have written approval by engineer prior to Installation. Forms to have square bottom and 26.25" (666mm) grate seat width. Farms to be within .0625" (1.58mm) tolerances. Invert slope is as noted on plans. Non -petroleum based form release is to be used for smooth interior walls and easy form removal. Grating-24.603D.FB: Uncoated cast gray iron conforming to ASTM A 48, Class 35-B, with a minimum of 0.942 /L Ft (0.27m2ILm) open area. Grates shall meet a minimum 494 psi proof load per AASHTIO M-306 test method. Grates must be flush with top of rails. Grating shall be made in U.S.A., and shall conform to the FHWA's"Buy America" policy 23 CFR 635.410(b) and Federal Acquisitions Regulations (FAR) 52.225 "Buy American Act". Frames /Rails- F20E: Post fabrication epoxy coated 1.75" x 1.75" x .188" (44.45mm x 44.45mm x 4.76mm) steel angle rails conforming to ASTM A36. Standard headed concrete anchor studs bisect rail -anchoring device a minimum every 12" (305mm). Grate rails to provide a minimum of 1.187 square inches concrete bearing area per inch of trench length on each side. Auxiliary frames are to be used as noted on plans to facilitate radii, intersections, grade changes and expansion, control & construction joints. Frames shall be made in USA, and shall conform to the FHWA"s "Buy America" policy 23 CFR 635.410(b) and Federal Acquisitions Regulations (FAR) 52.225 "Buy American Act". Quality Assurance: Submittals: A Certificate of Compliance in conformance with the provisions of these Standard Specifications shall be furnished to the Engineer. Post Construction Inspection Formwork is to be fully removed, without exception, to allow for inspection and if needed repair of any voids and or concrete consolidation issues below the frame, trench wails and invert. P�+�3 �"� TR EH [)RAJN F01% ER FIRST' �� � FILUS_ Advanced Building Technologies 259 Murdock Rd. Troutman, NC 28166 PH: 800-438-6057 FX: 704-528-5478 ACF ENVIRONMENTAL -RAIN GUARDIAN TURRET DETAIL -SEE SHEET 05.03 FOR LOCATION (STR.052A) txi rwt6rte vtaaes Ilr►Sdi7 cti 67TE Sr�tTyrkr, - 1. WYM RM1 PORCED, rev ^ JOW U MMOUn4lp- - 1. INLET WIDTH AND DLITAWZ BETWEGNI LACK OF CURE AND CRETE ffTR ICT4IRE MM LAS). DOiUCRETIEL.SHALL HAVEA MINIMLAIII RAIN GU RDLAiN TURRET MAY VARY W LITH $ME MMMONsE. CAPE STIREENG 714 OF 4AW PrJ AT 24 DAY& GDICRIFrE AIR ENTRA MED 0 TC} 4% 91'' VOWMEj. MM UFAC7 RiED AND DEGWNED � � eAB� EXTENDS a�"tar+nTH� FILTERwAL1 OF tuor o. tea THE RAIN GUARD" TURRET TO SERVE ASA SPLASH DISSI- 2. T}fid ii e�Ct6USM � LIFFINt3 POCKEi� YMTTNA ntsT,w+at MOM CONCO17T rruFT PATv+x STANDARD HOOK 3. TWO-PIECE UG HT DUTY GAILVANIMD GRATE OAS LBWIECEj FOR 3 W+eLE 541 LB CONCENTRATED Lf,74I1D OR M LIM FT UN FIDW I.4TIAIDL 4, T VVI-F9=E HEAVY-DUTY [illiLVAIINI ) QRA7E M.5 LSOOW-Coi FM Amm 2," La comernm7m LOAD OR 1,4& LAS FT LIWOFISA Lf1+`wi1. rLT aruroLlw taxuT . LL THE CLA88 3 BABE A ' tt4r MT 1INSTALL �rfaOMPACTEDTii 96'14 STANDARD PRdCTCRj. THE DIET,FNM FROM THE MUKCF THE CUFS MAYVARY ad _ &Aa#W 04 Wn 10Mr7rI M, BUT CONSIDERALTIONS SHOULD IN. " OLUDE SLOPE Or THE INLET AND BAGIN &SDE SLOPMADJACENr TO THE RANN GLJA KZ" TURFET- Pcor nON RAIN GUAlitTAN TURRET W POE" "W4%ft" TistMT 90 P194W OUTU ITmows mne -" MMA" QVn-E rA"QM W FnH TM OF M$ IN 310F N.. NIF TO AV0113 f Toe of ONSM SIDE SWK Tv A%%DWLWW8W1M MW FLT6 SOIL INTFRFERENCE WITH REll WABLE F9LTER WALL EXCOWATE V _........_L -..- _. _-..-. lir BELDW THE C UrMRLIIE ELEVATION O.E. THE EI ETEM1ON OVERFLOW ELEVATION) TO A COOMMIODMATE THE 1' PONDING DEPTH. T CLAS8 5 AGGREGMF, AND 4' fMN GUARDIAN TURRET BLASE (INCLUDED THEREFORE. "il E 70P OF THE CUM a O€ MPACTEO NAE 12 PREG#SBY TAll"HEII.V4THE OUT ERLINie EAYATION. THE TDP OF THE FW N 411tA1 01.46N TURRET METAL {ORATE WILL BE 1 CL1/r ABOVE THE TOP OF THE CONCRETE BASE AND 1-1 T7' N!LOW THE f GUTT1! FCJNE ELEVATION TOACGOMMODATEA SLOPED INLET Fl% M - " rvro19T tM&I _ rOP MCt7L rrw19r11trx-overt: THE WrrlR TO THE ILMN QUAR OlIM TL.IF 1, i ^ raft Y'Oluf�+?�'fJY.4+v • - r ,Z THE RAIN 4UARDI&N TURAET SHOULD BE SET ON THE PREPARED Grrr61D! C+L AGG 5 BASE �1[ 9rtrr7Ae �,, STALL FR/1 AM FOR OW -k- l ELE OLLA E"A TLMET IN-fYflE�lt1 RMI r ' 7cA AMND BAUK OF OUM. TOP ELEVATION i0F THE FRAMING BHOU D 'MATCH THE TOP OF THE CURB ON THE 81 REE1ME AM THE TIOP OF 411E �1Ra7C . �.�.. " � .:�y, ,'= .,, ^.1,-yt p ,. *.. a - >,• - a Vd111110 , THE FVJN GU14r1M" TURRET 4N THE 941ERlIIrRM?N SID <.._ RFKphr�E PATH; wrua. _ 4. USE EMPMMON JOINT MATEIVAIL BETWEEN AIN MARDIAN TURP - R,!"TANa BiORZEI'EIrrTION KLT. llll II ILII hill[=III __- 111 I'�j{=1 I I I ry III I=1 I I l l D} I IL SIDE CURM OF'THE P43URFM INLET MUST HAVEAN IN9rJRMi�IT- 1�1111-I111�(111-1111=11 ABLE PROFILE TO PREVNVT WASTER FLOW FROM <,1WRTCFPIN* THE ON MEW D M NSTREW 913E OF THE INLET. Illi -Lill- �IIII®IiIlli-`g1`V+_.{� 1�'ll^I1ll�I�11-�IIl=fill 4111 1=II_li=tllll 1111=I��1 Ilii= = �1= = I� 1. THE70POIFTHECLAW5BASE[OQIY AMMToWN 6 4M1fA58lEFlLTERWALI.BRfOIdLD6EINEiAIJEZlYt+ITHFILTER Uhl j - = i _ - _ I _ STANDARD PROQI' M IS PRECISELY 1 4 SMAW THE QLIT- FAB4itC FACING THE RAIN GUARDIAN TJRRET FLET, TEIRJNE ELE'VAMOPL \ UANUFAC117URED orr: surroar�s - i:tss s �SIEG+.TI clwex,. RA I ILII G U A►RDIAN TURRETowwrm FJ6KA A MW7.7j1�"15 TL�IET-1' MA� PRETREATMENT CHAMBER E#I+�RETE�ITIOh� PONDING DEPTH: V- ,�„�,,� ,, P ETRF iTI IlT ��� �� 131 & M Way Dr. NE, Sulte M Rain Ciatderts * Swales - Filtration 8"n5 • Inrtltratir_u Basins TYPICAL D ETAI 'i scVAR MILE Ham LakMa. MN G4 wwvv FWn13uwdIvn,bts r.1�� ut UL P&TExr e,9m,IrA 7113-434-2030 680 680 675 6a - Ui 675 CD 670 -� w a - TRENC CIL 670 CUNC. APRU WITH S�URB �-- 665 660 655 - --GR-ADE 0,54°/0 PROR. GRAQ 2.27°%a _. 665 660 655LuLU E&S MATTING--,,, $5' Ol= FX -24S TRENC DRAIN #1 - - -- z 0 X35 ° TREK H INLET H -2Q L ADING _ - - - ca U � � '3' OF TFX-245 EIVCH[3RAFN_ @ 2:413%® NCH INLET- NLET U ��? C�� W � � '� Z I" � O 11 - ate© Ur�oc'V W-� 11 LC3ADING �_�_ z tit 650 M Ict > > CC 650 A CL Il > MJ> It (D > C'4 0+00 0+50 1+00 1+50 2+00 2+50 TRENCH DRAIN F K)RZ. SCALE: 1- - 50' VERT. SCALE 1'-5' 0 TRENCH DRAIN ASPHALT TOP OF GRATE ,/-TOP CURB 655 - r~ 6a - - - -� w a - TRENC CIL CUNC. APRU WITH S�URB �-- - --GR-ADE 0,54°/0 PROR. GRAQ 2.27°%a _. E&S MATTING--,,, $5' Ol= FX -24S TRENC DRAIN #1 - - -- z 0 X35 ° TREK H INLET H -2Q L ADING _ - - - ca U � � '3' OF TFX-245 EIVCH[3RAFN_ @ 2:413%® NCH INLET- NLET U ��? C�� W � � '� Z I" � O 11 - ate© Ur�oc'V W-� 11 LC3ADING �_�_ z tit ���... -�e�•" C?�p ~'�- CC Il C7 CL Il � 11 TRENCH DRAIN NOTES 1. TRENCH DRAIN #1 SLOPE IS 3" OVER 85 FEET EQUALS 0.294% SLOPE. THE TRENCH DRAIN FOLLOWS THE PROPOSED GRADE OF 0.54% SLOPE PROVIDING A COMBINED SLOPE OF 0.834%/ 2. TRENCH DRAIN #2 SLOPE IS 1" OVER 613 FEET EQUALS 0.132% SLOPE. THE TRENCH DRAIN FOLLOWS THE PROPOSED GRADE OF 2.27% SLOPE PROVIDING A COMBINED SLOPE OF 2.402% WITH ROUNDED INVERTS TO THE HUNDREDTH EQUALS 2.413%. 1' - 2d' TRENCH DRAIN AT STRUCTURE 62 NOT TO SCALE of PROPOSED—` VIII"' I GRADE 6�_ Lt3ACK OF CURB " TFx-24s INVERT = 662.90 B" CURB 3' CONCRETE APRON GUTTER PAN N ity � E Ep � ti os iv fA p a) T- 0 FC SPS 34-18 0 > 0 tUi 20 10 0 20 40 - TRENCH DRAIN- PLAN VIEW SCALE: 1 " = 20P HC3RZ. 'SCALE: Rea. No.l Date -� w a 5 09%17%2011:3 RA L PLER 5 Lic. No. 32809 I DATE: 05/26/2017 1 SCALE: AS NOTED DESIGNED BY: RLK FILE NO. 30 15I, SHEET C5.17-14 0 4 M E - I1.4 -I (V) 685 r 675 1 670 1 665 655 650 OSS fi; I location marker //` 7 j Y•` n t/ location mark[ fill 24' select backfill All backfill to ba compacted to 95% 61 of ASTM DNS maximum density 6' STANDARD CONCRETE ARCH I 24" soled backfill s CONCRETE ENCASEMENT TRENCH & BEDDING .1- trench width as required 4' select ackbll 2O.D. FEB 09 6' dia. schedule 40 steel Wipe filled with concrete 0' and painted yellow finished T grade F y 18° dia concrete Y erlcasemant BOLLARD DETAIL DETAIL NOTE Weep holes shall not be subject to being submerged. ll installation is in an area having a high groundwater table, the Authority's engineer shall be contacted for hydrant relocation required ---.I �concrate pad t' -B' da- x 6° deep box marker FIRE HYDRANT ASSEMBLY -6- mechanical joint swivel tee with 6' branch APR 08 t m addition to resirarning each joint of the filling, any joint that falls within the specified length of each branch of the fitting shall be restrained. L = restrained Length of pipe (PVC or DIP) D = pipe diarnoW TEE, CROSS, WYE ti� D \. L =. restrained Length of pipe (PVC or DIPJ D = pipe diameter \ D T er 12` 16' to, 207 24' 45°. 22 112', I1 114° L (ft) 20 20 20 20 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS FOR TEE, CROSS, WYE AND HORIZONTAL BEND -Z- concrete pad tai' dia x T deep finished grade 6' stone screw type ad;ustable valve box 48' min. location marker valve box adaptor joint vai�e rasriained stone rastraints r t0 rr een FEB 09 I- -18't024"--1 'le e'x A"k 16" solid block for 12" valve 6', 8' and 12' concrete pad 18" concrete pad 18" diet. x 6' deep finished grade dia x T deep 6'stone screw type adjustable Note: valve shall 6" stone 24' min. 4g� rrrrr valve box be bevel gear screw type valve rastainod t0 main 's adjus!able valve box r. Note valve shall • be spur gear valve box vain box adaptor H P� :. 60' rain. over -excavation vai>e restrained .. S.•+ i�stone to mein Bite'x 1G' solid block 8-t $"x 16 - solid block :..y. Water Forced Sewer 16", 1 B"T 20" and 24" GATE VALVE -S- APR 09 D Both joints of the fitting shall be restrained. In addition, ail joints within the specified length on the large side of the reducer shall be restrained. t6' L = restrained length 04 Ld ([1) 20 40 60 pipe (PVC or DIP) L (it1 60 60 , 00 , 20 , 20 140 , 60 concrete pad tai' dia x T deep finished grade 6' stone screw type ad;ustable valve box 48' min. location marker valve box adaptor joint vai�e rasriained stone rastraints r t0 rr een FEB 09 I- -18't024"--1 'le e'x A"k 16" solid block for 12" valve 6', 8' and 12' concrete pad 18" concrete pad 18" diet. x 6' deep finished grade dia x T deep 6'stone screw type adjustable Note: valve shall 6" stone 24' min. 4g� rrrrr valve box be bevel gear screw type valve rastainod t0 main 's adjus!able valve box r. Note valve shall • be spur gear valve box vain box adaptor H P� :. 60' rain. over -excavation vai>e restrained .. S.•+ i�stone to mein Bite'x 1G' solid block 8-t $"x 16 - solid block :..y. Water Forced Sewer 16", 1 B"T 20" and 24" GATE VALVE -S- APR 09 REDUCER OIL qff�,, In addition to restraining the connection, any joint that falls within the sped length shall be restrained• L = restrained length of pipe (PVC or Di PI 1 D = pipe diameter VALVE, DEAD END RESTRAINED JOINTS FOR REDUCER, GATE VALVE AND DEAD END 3 - D Both joints of the fitting shall be restrained. In addition, ail joints within the specified length on the large side of the reducer shall be restrained. t6' L = restrained length 04 Ld ([1) 20 40 60 pipe (PVC or DIP) HLL,'� D = pipe diatneter r REDUCER OIL qff�,, In addition to restraining the connection, any joint that falls within the sped length shall be restrained• L = restrained length of pipe (PVC or Di PI 1 D = pipe diameter VALVE, DEAD END RESTRAINED JOINTS FOR REDUCER, GATE VALVE AND DEAD END 3 - D 6' t2' t6' 18"2 Ld ([1) 20 40 60 8o HLL,'� r LOP 120 l2O top i64 20 20 ��'.irll�s� �t'111►A• IIS �� section for 4" valve EM diameter manhole 111i�- SCH 80 PWC nipple / IN •-.`%4 I �■ IN I 4 4, 1 FIP X FIP lever bail '� ���:41�]i•1�14��� 1� REDUCER OIL qff�,, In addition to restraining the connection, any joint that falls within the sped length shall be restrained• L = restrained length of pipe (PVC or Di PI 1 D = pipe diameter VALVE, DEAD END RESTRAINED JOINTS FOR REDUCER, GATE VALVE AND DEAD END 3 - FEB 09 finishad grade down bend Ld = tlown bend restrained length of pipe (PVC or DIPJ depth 4 & min. Lu = up bend restrained langthof pipe (PITC or DRP) Ld —rl D = pipe diametar II / up bend ., 19, depth X D Each side of any vartcal offset band shall tea resbain ed. In addition, any joint that falls witinin the specified length on each side of the fitting shall be restrained. 45 D 6' t2' t6' 18"2 Ld ([1) 20 40 60 8o HLL,'� 4,6,`� LOP 120 l2O top i64 FEB 09 finishad grade down bend Ld = tlown bend restrained length of pipe (PVC or DIPJ depth 4 & min. Lu = up bend restrained langthof pipe (PITC or DRP) Ld —rl D = pipe diametar II / up bend ., 19, depth X D Each side of any vartcal offset band shall tea resbain ed. In addition, any joint that falls witinin the specified length on each side of the fitting shall be restrained. 45 D 6' 8- & 12' 16, 18- & 2t•1' 24" Ld ([1) 20 40 60 8o 20 W (h) 1 20 20 20 20 RESTRAINED JOINTS FOR VERTICAL OFFSET -4- FEB 00 D E' 8'& 12" 161, 1 a, & 20" 24" 22 1,+2" Ld (ft) 20 20 40 40 Lu (ft) 20 20 20 20 RESTRAINED JOINTS FOR VERTICAL OFFSET -4- FEB 00 D 6' T & 12' 16'. 18'& 20' 24" f t 1W Ld (h) 24 20 20 20 Lu (f!) 20 20 - 20 20 RESTRAINED JOINTS FOR VERTICAL OFFSET -4- FEB 00 WATER LINE 1'611 spigot by gaskated bell45'bend 2 T rrdnimurn gasketed pipe and fittings T x 4' gasketed bail wya solvent weld ccA J property tine finished grade I location marker 36" rnr cover stone 45, ^ .:.: .......: treated 2"x 4" w M - top 6' painted green I��F t� 4' pipe m grade minimum grade All pipe and fittings shall be SDR 3512'8 . GRAVITY SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS -22- NOTES ALARM 1. SPRINKLER ROOM DETAIL FOR REFERENCE CHECK PURPOSES ONLY. REFER TO MEP PLAN FOR ( 1 VALVE-, gra• EWH-1 4'ST-DN. P j CONSTRUCnON PURPOSES. . SPRINKLER ROOM DETAIL FROM MEP FLAN o ADDENDUM "G" NFCU BUILDING 3 BY MDMA/GHT, N «, B' COMBINED INCOMINGWATER - i - — - - - - — - —_ - R t4 N C 14 i' SERVICE. SEE CIVIL DRAWINGS ST J •= CO an, 6) 16 A AUTOMATIC _ c W r a FOR CONTINUATION. S' FIRE BFP TRAP PRIM — cV � •ss� o - - MANIFOLD tIt o CLEARANCE I s a. e7 4Ci MIXING VALVE � � C - w - --------------- MV -1 O C7 O. In = Q} I� LOCAL AUTHORITY APPROVED 4• r DOMESTIC WATER METER WITH I I I EXPANSION TANK (EP -1) REMOTE READER HEAT i m 2) EXTEND FLUES t3 f • TOATMOSPHERE SEE f 4• Fp-2 2 � � W1 T.O. MECHANICAL DRAWING P I i-, • SHEET M-401 ' OSD CP -2 1 TP. to f RCP -1 1 -� K z � F'F� AIM F -t 6 COMPRESS_ k. t9 � L7 I- 9" DIP WL 17+00 17+23, M0 zr�� 1 PREACTION 1 - -���I F+1 TO SERVE UPS REMOVE EX I ROOM AND 46° SENDS Tic Thi _ OADING DOCK / 61Vill TEE t ti' GV $•ip6• REDUCERS I FC SP# 34-16 SPRINKLER ROOM DETAIL � � � IXPHASBY FEB 09 N. T. S. AIRNACUU VAULT CertarnTeed Rexus 24' Y' concrete wedge manhol cavor no. CDRU60EH anchor batt - 4 ea. Ll +..0. finished U de of butyl joint sealant on top pavement air earthh and bottom a8 necessary 9 brace for sewer brace for water ��'.irll�s� �t'111►A• IIS �� section for 4" valve EM diameter manhole 111i�- SCH 80 PWC nipple / IN •-.`%4 I �■ IN I 4 4, 1 FIP X FIP lever bail '� ���:41�]i•1�14��� 1� SCH 80 PVC nipple � Valve disconnect - ■■1�ir"� �11�� � � �i�J r� 2' MIP X FIP corp step quick coupling f� t♦—r 1 —■ \♦\\ .EN W- raw sand block A 4\\ \\ las required ±\ r per pipe .\ Milli \ IN \ \\ ` \\\♦ \\\\\ alone - 1 1• 4� NOTES: 1. All piping shall be 2" diameter 2. For forced sewer 4' or less in diameter install tee in main (no saddle) 3. Quick disconnect (cam and groove) coupling a. coupling 10 tie polypropylene b. FIP X male adapter mates with. c. female coupler X MIP 4. Valve shall be H -Tech, Inc. 11M=1 a- water - Model 987 w+2° NPT connection mo Em S. grace shall be 1.112" X t -1 r2' X 3r16' aluminum angle w+u-bolt around elbow of valve �► .—.■►� �-��� REFER TO NFCU BUILDING 3 MEP PLAN FOR ■ter_■�_ REMOTE FDC FIRE SIAMESE/AUTO—BALL -11- MAY 11 ���fi III�i� 1:111L7i1� t'J� rI�:1►sM'` Citi`"" ���� ��■■� 1 - i�■��■� ■� ■ t .�� _ i•�■1�� Ml - moi• i Ml1M■-IES 1�■�� ■ r• �■ice rt �iZ■� �� - _ m�■ mow MM'S - =: a amm • r a �1111 �■■ II�.�■■■ ■■■. ��1�—��N ra �a■■■■ WATER LINE 1'611 spigot by gaskated bell45'bend 2 T rrdnimurn gasketed pipe and fittings T x 4' gasketed bail wya solvent weld ccA J property tine finished grade I location marker 36" rnr cover stone 45, ^ .:.: .......: treated 2"x 4" w M - top 6' painted green I��F t� 4' pipe m grade minimum grade All pipe and fittings shall be SDR 3512'8 . GRAVITY SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS -22- NOTES ALARM 1. SPRINKLER ROOM DETAIL FOR REFERENCE CHECK PURPOSES ONLY. REFER TO MEP PLAN FOR ( 1 VALVE-, gra• EWH-1 4'ST-DN. P j CONSTRUCnON PURPOSES. . SPRINKLER ROOM DETAIL FROM MEP FLAN o ADDENDUM "G" NFCU BUILDING 3 BY MDMA/GHT, N «, B' COMBINED INCOMINGWATER - i - — - - - - — - —_ - R t4 N C 14 i' SERVICE. SEE CIVIL DRAWINGS ST J •= CO an, 6) 16 A AUTOMATIC _ c W r a FOR CONTINUATION. S' FIRE BFP TRAP PRIM — cV � •ss� o - - MANIFOLD tIt o CLEARANCE I s a. e7 4Ci MIXING VALVE � � C - w - --------------- MV -1 O C7 O. In = Q} I� LOCAL AUTHORITY APPROVED 4• r DOMESTIC WATER METER WITH I I I EXPANSION TANK (EP -1) REMOTE READER HEAT i m 2) EXTEND FLUES t3 f • TOATMOSPHERE SEE f 4• Fp-2 2 � � W1 T.O. MECHANICAL DRAWING P I i-, • SHEET M-401 ' OSD CP -2 1 TP. to f RCP -1 1 -� K z � F'F� AIM F -t 6 COMPRESS_ k. t9 � L7 I- 9" DIP WL 17+00 17+23, M0 zr�� 1 PREACTION 1 - -���I F+1 TO SERVE UPS REMOVE EX I ROOM AND 46° SENDS Tic Thi _ OADING DOCK / 61Vill TEE t ti' GV $•ip6• REDUCERS I FC SP# 34-16 SPRINKLER ROOM DETAIL � � � IXPHASBY FEB 09 N. T. S. AIRNACUU VAULT CertarnTeed Rexus 24' Y' concrete wedge manhol cavor no. CDRU60EH anchor batt - 4 ea. 2' adjustment ring with finished U de of butyl joint sealant on top pavement air earthh and bottom a8 necessary 9 brace for sewer brace for water standard 3' cane sewer IN i section for 4" valve EM diameter manhole 111i�- SCH 80 PWC nipple / IN •-.`%4 I �■ IN I 4 4, 1 FIP X FIP lever bail '� valve water. I � SCH 80 PVC nipple � Valve disconnect +► \/ \/IN 2' MIP X FIP corp step quick coupling f� \ saddle \♦\\ .EN \w\\\. \\ I\ sand block A 4\\ \\ las required ±\ r per pipe .\ Milli \ IN \ \\ ` \\\♦ \\\\\ alone - 1 1• 4� NOTES: 1. All piping shall be 2" diameter 2. For forced sewer 4' or less in diameter install tee in main (no saddle) 3. Quick disconnect (cam and groove) coupling a. coupling 10 tie polypropylene b. FIP X male adapter mates with. c. female coupler X MIP 4. Valve shall be H -Tech, Inc. 11M=1 a- water - Model 987 w+2° NPT connection b. sewer - Model 966 steel body w!2'NPT connection S. grace shall be 1.112" X t -1 r2' X 3r16' aluminum angle w+u-bolt around elbow of valve COMBINATION AIR RELEASE INTERIM NQIES " ADDENDUM REFER TO NFCU BUILDING 3 MEP PLAN FOR AND VACUUM -VALVE VAULT REVISION REMOTE FDC FIRE SIAMESE/AUTO—BALL -11- MAY 11 686 685 680 680 P WL 675 675 670 670 855 655 DRAIN DETAILS. 685 685 680 680 675 675 1670 670 665 665 660 660 655 655 9 I� EM ■ 111i�- IN I I �■ IN I 4 �0 ■ :. 1 Milli - 1• 4� 11M=1 11M nor9� �[�]�■ 11101M llM11l ' r�M1M�1 �� ■. �1•■1■W raw = 685 680 [Otkl 670 660 655 t- 9+50 9+50 675 670 665 660 655 675 670 'ADS 665 ADS 660 655 c• �+ tp Evao c oo v pp 650 p N r . O] eA r ttl Xa _' 1� co ii' ` 11 fi t" e r r a 11 I It to = 00 If N II co O vz 0 �?0 1-z0 z0 ,"a,0 Z Z a Z Z - Z z r Z r z 645 -T-1- - ,- - .- - 645 9+50 10+00 10+6D 11+00 11+50 12+00 STR MH -8 - STR E-7 z z - - - - - - 0 69 70 k 0. 1.- Vd )C - U aU) fLZI- a6 685 > > fns`CL - --- 'ADZ -[,—II F N 0 0 t - w - - - PROP. - - - - GRADE cn c 00 ROP. 43 68 + GRADE 680 _ - - - II s - -1` �XISTING I -- - - - GRADE - - - 0 675 - - - -Ek 66'-18" PROF.- - - ADS N-12 GRADE - HGL @0.93% 23'-18" ADS N-12 @3.91% 670 30V.1$+gip 39'-18"AOS _ N-12@3.64% - - - 665 . a ci a 660 2tota mrs�� O it RID II ' © ttats II - 91 }' — CD - taz0 090 - - 04Z0,nz0 r O +> + +'77+?J + > !Z� �ZZ�ZZ i- r Z 655 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 STR 48 - STR EX -5 680 675 670 665 660 655 9+50 0 875 PROP . EXISTING FGRADIIIIII E GRADE - 670 HGL 105' - 10" PVC SCH N 40 @ 1.05°1° ❑� � 665 I 0 C!3' vto�660 _D Z O w It ti II z It 0 i Ili OF. a o 5m 0_0 ui�O ®zzz? 655 10+00 10+50 11+00 11+50 EXz - - -- - 45 66 - 49 Zcc 47 I - 48 - -_ - > t�i to to C cdzO 11 675 O - 675 + 0 - - to — 12+50 co ! GRAGDE �.- 670 - 670 HGL EXISTING GRADE 41' -10" PVC ❑ �- 665 I&H 40 - 665 GAA'5% J -a at - IJ7 660100 0- 0 r- 660 w to z w I, 11 „ z it It II 0_0 rH0 +» QN 655 0zzz--a U- - - 655 9+50 10+00 10+50 11+00 STR EX -29 - STR 55 STR EX -29 - STR 55 (5_0 } i- 51 51 690 ui - - o0 0 I-. - - 685 - - - - 685 EXISTING _— GRA r 680 p --- 680 PROP. - — GRADE /J r 675 - - h�a 675 GL Q= – z T__ X' U LU z 670 670 0 - M- _ (L a 6— - - J AG - + vi C350 - 665 LINING r- 665 00 W t3 Ori tit ttf f II Z ttt17 o ZO 04o - a Z z 660_ffL r 660 9+50 10+00 10+50 11+00 11+50 12+'00 12+50 13+00 13+50 STR 50 - STR 51 52 � ti to 675 0 t- i I 670 /2,C12", 665 ADS N-12 0.41%6 I I i 660 m LUU I a 655 Dg us M a tLo { t8 z O 650 �_-' 9+50 10+00 10+50 11+00 11+50 STR 41 - STR 49 STR 52 - STR 57 675 670 665 660 SN + r 4_7 41 44 45 46 49 Zcc 47 I - 48 - ro > 0 C cdzO m0 = 1 to + to - - to — 12+50 co y� c d U) U z I to a i° w w (06800 680 tar 0 a - - � - - - - - ./0 a ^1 � �• I- - II I- � ii I- I - _ ExisriNG GRADE 675 675 - PROP. - GRADE 670 670 HGL M 50' a^' - 665 1�t 50' - 8" 50 - 8" © PVC SCH 40 7' - 15" 27' - 12" 50' - 12" r ❑ PVC SCH 40 PVC SCH 40 a [� p.98ro 0.9$°r° Z ADS N-12 ADS N-12 ADS N-12 ° 0 98 r° @ 4.62% @ '0.73% @ 0.98% T-.. - . _ ` - 6>80 - - - - - - - - - +660 a LU z Wu_ _ L? 655 W r ti z 0 r 0 tit "ft R �'= T ops �% r a td E r vt 00 00 655 r �* pNj t7] w ay 0 co � Z 'm (6 = fD + tQ Z tp t0 Z C'Sz II tp It Z Co tit Its to N II tl O to It I! II (D w z II It II ISI of tO II co Wr II ? 01 W II to II F - a'ZoZ0 0! cozZ00 mZ0 to z0 m w z0 6Z0. 04 vy7 C— +7? Nom'— +77- LL 7 Iy + >7 N + >? t� + > > + >> 650 �+�z�az - 4zz z — Qzz z zz TzZ - 650 9+50 10+00 10+30 11+00 11+50 12+00 12+50 52 � ti to 675 0 t- i I 670 /2,C12", 665 ADS N-12 0.41%6 I I i 660 m LUU I a 655 Dg us M a tLo { t8 z O 650 �_-' 9+50 10+00 10+50 11+00 11+50 STR 41 - STR 49 STR 52 - STR 57 675 670 665 660 SN + r 4_7 ca 655 co * c%i 9 Z(ica Zcc c ro > cdzO m0 + Z 3 ? + ? ? 650 - J 12+00 12+50 P>! 0 e. z At %-Z Lu Z L0it z I� L7 FC SP# 34-18 53 5� 613 61 56 58 - 9 o v _ w a w is tG (0 ( — co II li 675It 11 a a. (L a 675 680 a 680 - 0 - 00 0�-v H i- EXISTING I.- 'GRADE 670 _ _ _ - - _ --- 670 675 - - 875 - - EXISTING Rev'. No. Date PROP. GRADE I' 5 09/17/2018 GRADE Q t HGL PROP. H O, GRADE 665 - 5, - S., pvc 665 670 6170 40 7-7-.121, ADS _ D SCH @ ui - 113" • 12" 0.99% A,' RCP CL IV N-12 @ 0 - HGL — - RAt Y �. KEPLER MIN. @0.50% a - - - � LIC. No. 32809 Ln Ln 0 Ix - - !! 65p CLEAR z — - - - 660 665 j PVC - ' 6$5 Q� t1r-�0) = 0 x 0 — < _ 2.0 °r° _ TONAL CD w u0a O t0r>' - 0 - u0i � (D r � - DATE: 45/26/2017 m — to ua t+l � 655 CL N to - C � - - 0 - 653 66a - T 660 - � CL + I T _ } 0'° � 17 o z - SCALE. H: 1'" = 50' Z ,d to _ _ ,Zj 4 z Q �, it o Hi II W 11 _ — 'V: 1 = 5 I�`i II Ila II M it c z O � z 0 - gip - v F- o 10-0 ❑ �?�- r �I DESIGNED BY. RLK +>� r - Ln 7 +y7 + 77- 650 -- c z z r Z Z ;'� Ca3 Z 650 655 v z z o z z- 655 FILE NO. 3015L 50 25 0 50 100 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 9+50 10+00 10+50 11+00 SCALA: 1 = 50' STR53 - STR 51 STR 56 - STR58 SHEET 06.02 17-14 Co c ro > z 0 J z In y� c U) U z 53 5� 613 61 56 58 - 9 o v _ w a w is tG (0 ( — co II li 675It 11 a a. (L a 675 680 a 680 - 0 - 00 0�-v H i- EXISTING I.- 'GRADE 670 _ _ _ - - _ --- 670 675 - - 875 - - EXISTING Rev'. No. Date PROP. GRADE I' 5 09/17/2018 GRADE Q t HGL PROP. H O, GRADE 665 - 5, - S., pvc 665 670 6170 40 7-7-.121, ADS _ D SCH @ ui - 113" • 12" 0.99% A,' RCP CL IV N-12 @ 0 - HGL — - RAt Y �. KEPLER MIN. @0.50% a - - - � LIC. No. 32809 Ln Ln 0 Ix - - !! 65p CLEAR z — - - - 660 665 j PVC - ' 6$5 Q� t1r-�0) = 0 x 0 — < _ 2.0 °r° _ TONAL CD w u0a O t0r>' - 0 - u0i � (D r � - DATE: 45/26/2017 m — to ua t+l � 655 CL N to - C � - - 0 - 653 66a - T 660 - � CL + I T _ } 0'° � 17 o z - SCALE. H: 1'" = 50' Z ,d to _ _ ,Zj 4 z Q �, it o Hi II W 11 _ — 'V: 1 = 5 I�`i II Ila II M it c z O � z 0 - gip - v F- o 10-0 ❑ �?�- r �I DESIGNED BY. RLK +>� r - Ln 7 +y7 + 77- 650 -- c z z r Z Z ;'� Ca3 Z 650 655 v z z o z z- 655 FILE NO. 3015L 50 25 0 50 100 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 9+50 10+00 10+50 11+00 SCALA: 1 = 50' STR53 - STR 51 STR 56 - STR58 SHEET 06.02 17-14 680 675 670 665 660 RETAINING WALL "A" TOP PROPOSED ,HANDRAfL PF OPGSED BUILDIN ExISTING BOTTOM Ffi a — E_@ CE OF REG.-AS-REQUIREi - 5 co --GOORi]I ATE Wf l+AREH- E?N5TI GRADE @ (PERRNDOT-0€TAGL- R.1-011- 80701 CFACE-OF-- - - - —PROPOSED - — -GRADE @ TOP G� TOP BACK CK OF-WALL —(BUJLDIN SIDE) PRO OSED FI14fSHED J z APPROVED EQUI /ALENT) W� GRAD BOTTOM FACE ---¢ — � OF WALL LU h�4 M LU -- -- — -- cncn - 4. -- - -- -- - cw t o - z 0- a z z to II C7 o WALL i c ca _ 11 z II N� H 11 II a z GRADE BOTTOWFACE 680 680 675 675 670 670 665 665 660 660 655 9+50 10+00 10+50 11+00 11+50 RETAINING WALL "A" NOTES -- 1 OTES:1. RETAINNG WALL AND SYSTEM TO BE DESKa1NED BY OTHERS. (UNDER SEPARATE BUILDING PERMIT) RETAINING WALL 111301 685 680 685 675 680 670 675 665 670 660 665 656 660 650650 9+50 10+00 10+50 11+00 11+50 RETAINING WALL "'B" NOTES: 1. RETAINING WALL, AND SYSTEM TO BE DESKWED BY oTHERS. (UNDER SEPARATE BULDING PERMIT) 24. �• � 'All � q r r �11►� WIN RETAINING WALL "C" 1 �_\� \ill �Vl 50 25 0 50 100 SCALE: 1" = 50' PF OPGSED BUILDIN ExISTING BOTTOM Ffi a — E_@ CE OF ` N 5 co PROPOSED WALL H OF � PROP. HA DRAIL OR EQ.. DETAIL HR -1 F WALL - - REQUIRE � PERVDO OR APPROVED Q r DESIGNED BYRLK G� TOP BACK SHEET C6.04 PROP. HANDRAIL OR EQ. RE QUIRE . J z APPROVED EQUI /ALENT) W� 4 PROP(SED GRADE OF _ FINISHED AC. L (BtittQtfdG _ � - h�4 M LU -- -- — -- C� - -- - -- -- C7 cw t o - z 0- a z z to II C7 o WALL i c ca _ 11 685 680 685 675 680 670 675 665 670 660 665 656 660 650650 9+50 10+00 10+50 11+00 11+50 RETAINING WALL "'B" NOTES: 1. RETAINING WALL, AND SYSTEM TO BE DESKWED BY oTHERS. (UNDER SEPARATE BULDING PERMIT) 24. �• � 'All � q r r �11►� WIN RETAINING WALL "C" 1 �_\� \ill �Vl 50 25 0 50 100 SCALE: 1" = 50' 685 685 680 675 670 665 660 655 655 9+50 10+00 10+50 11+00 11+50 12+00 12+50 RETAINING WALL "C" NOTES: t RETAINNG WALL AND SYSTEM TO BE DESIGNED BY OTHERS. (UNDER SEPARATE BJILIDING PERMfn PROFILE RETAINING WALL "D11 4 1O' r 114-00 2+18.2 - - r_'/ n,n7 RETAINING WALL "E" 50 25 0 50 100 SCALE: 1 " = 50' cm 0 0 CO m N CO 0 c: 04 cV U _ != 'C > LO c a W CL H C z Ch z Lai z z V w FC SP# 34-18 cn Rev. N©. hate ` N 5 co PROPOSED BUILDING H OF � p RA. L PLER �p' II = CD U) Lic. NO. 32809 a17- ti DATE: 05/26/2017 SCALE: AS SHOWN Q r DESIGNED BYRLK G� 0 SHEET C6.04 PROP. HANDRAIL OR EQ. RE QUIRE . z APPROVED EQUI /ALENT) W� PROPOSED _ GRADE @ TOP - - BACK OF WALL h�4 -- -- — - EXISTING G DE @ - _ - -- - -- -- - BOTTOM FAC OF - _ WALL J J PR 05ED FINISHED z GRADE BOTTOWFACE OF ALL (BUILDING - LU LU O — 0 -. - LL 1_ U-1 Z: Z: z_ O im z cU ca - - - II II 11 r- 685 685 680 675 670 665 660 655 655 9+50 10+00 10+50 11+00 11+50 12+00 12+50 RETAINING WALL "C" NOTES: t RETAINNG WALL AND SYSTEM TO BE DESIGNED BY OTHERS. (UNDER SEPARATE BJILIDING PERMfn PROFILE RETAINING WALL "D11 4 1O' r 114-00 2+18.2 - - r_'/ n,n7 RETAINING WALL "E" 50 25 0 50 100 SCALE: 1 " = 50' cm 0 0 CO m N CO 0 c: 04 cV U _ != 'C > LO c a W CL H C z Ch z Lai z z V w FC SP# 34-18 cn Rev. N©. hate ` N 5 co H OF � p RA. L PLER �p' II = CD U) Lic. NO. 32809 a17- ti DATE: 05/26/2017 SCALE: AS SHOWN Q r DESIGNED BYRLK G� 0 SHEET C6.04 17-14 z W� hT, h�4 Z Rev. N©. hate ` N 5 09/17/2018 H OF � p RA. L PLER �p' II = CD U) Lic. NO. 32809 a17- ti DATE: 05/26/2017 SCALE: AS SHOWN Q r DESIGNED BYRLK FILE NO. 3015L SHEET C6.04 17-14 4' MIN ON 12" 6"MINON30" ASPHALT INSTALLATION ORAIN BASIN ROAD & HIGHWAY I GUIDELINE INLINE DRAW ASPHALT ABOVE ETE STAB STRUCTURE SIZE LOAD RATING H-20 GRATE OPTIONS DRAWING 0 12' NIA STANDARD SOLID 2X2 R&H NIA - i5' NIA STANDARD SOLID 2X2 R&H NIA 18' NIA STANDARD SOLID 2X2 R&H 2X3 R&H 24' NIA STANDARD SOLID 2X2 R&H 2X3 R&H 30' PEDESTRIAN STANDARD SOLID 2X2 R&H 2x3 R&H 1 - THE BACKFILL MATERIAL SHALL BE CRUSTED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS 11, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 2 - TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. NYLOPLAST DRAIN BASIN WITH PEDESTRIAN GRATE (1, 2) INTEGRATED DUCTILE IRON FRAM & GRATE TO MATCH MISIN D.D, ��- j- 12' MIN WIDTH GUIDELINE B' MIN THICKNESS GUIDELINE MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER RECOMMENDATION AVAILABLE (ACCQFRDiNG TO PLANSfTAI� OFF) (B' MIN. ON 12" - 24DONS ', (B) MEDIUM DUTY TRAFFIC LOADS: CONCRETE SLAB DIMENSIARE 141 AIlAPTER FOR GUIDELINE PURPOSES ONLY. ACTUAL CON CRt TE SLAB MUST 10" MIN, ON 34"j. A!"mZS BE DESIGNED TAKING INTO CONSIDERATIiJN LOCAL SOIL CONDITIONS, VARACCORDING TO TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. RAM ON- SEE DRAWING NO. 7OD1 -110-111 FOR NON TRAFFIC INSTALLATION, (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: V - 30' FOR C0RRUi3ATED HOPE (ADS N-iVhANCOR'DUAL WALL, ADSIIHAMDOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 36), PVC DW (Ex: SCH 4), WC C90K9M CORRUGATED & RIBBED PVC WATERTIGHTJOINT (CORRUGATED 'HDPE SHOWN) 1 - 12' - 30" Pw ESTRIAN GRATES S %i BE DUCTILE IRON PER ASTM A63B GRADE 7040.05. 2 - 17- 30' FRAIL$ SHALL BE DUCTILE MRON PER ASTM A63B GRADE 74b0 -D6. 3 - DRAM SAM TO BE CUSTOM MAMFACTURED ACCORDING TO PLAN DETALS. RISERS ARE NEEDED FOR BASINS CHER WDUE TO SHIPPING RESTRICTION& SEE CRAY" NO. ?DM-110.OM. 4 - DRWAOECOMNEC•f10N"I JOINTTIGHTNESSSHALCONFORATO ASPM DW2 FOR CORRUGATED HDPE (ADS 4-1ZHANC0R DUAL WALL), N-12 HP, 8 FVC SEWER (4' - 241. 5- ADAPTERS CAN 9E MOUNTED V TO SBO'. TO IFTEFJOE MINIMUM ANaE BETWEEN ADAPTERS SEE DRAYMING 1(0.71101-11"11 B - T2' - ZV PEDESTWIW GRATESSNAu MEET 1+10 LOAD RATIPa 30• PEDESTRIAN GRATE SHALL MEET'H,2D LOAD RATING (SEE DRAWING NO. 7M1.1104" FOR H-30 TRAFFIC LOAD GUIDELINES). (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (8" MIN, ON 17- 24', 1(Y MIN, ON V 1' MIN ON 12' - 24' BASED ON MANUFACTURING REQ,) B' MIN ON 3D' THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I. CLASS U, OR MASS III MATERIAL AS DEFINED IN ASTM 02321. BEDDING 8 BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE 17 �. PL ACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM 02321. NYLOPLAST 12" DRAIN BASIN: 2812AG _ � X (1, 2) INTEGRATED DUCTILE IRON _ FRAME & GRATE TO MATCH BASIN 0.0, MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTUER (3) VARIABLE INVERT HEIGHTS RECOMMENDATION RECOMMENDATION AVAILABLE (ACCORDING TO (MIN. MANUFACTURING PLANSITAKE OFF) REO. SAME AS MIN. SUMP) WATFRTIGHTJOINT (CORRUGATED HDPE MOWN) (4; VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4' -12' FOR CORRUGATED HDPE (ADS N-1 Z(HANCOR DUAL. WALL, ADSMANCOR SINGLE WALL), N-12 HP: PVC SEINER (EXE SDR 35), PVC OM (EX: SCH 40), PVC C9001C905, CORRUGATED & RIBBED PVC THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS H, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMv Y IN ACCORDANCE WITH ASTM D2321.. GRATESISOUD COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 76.60495, WITH -HE EXCEPTION OF THE BRONZE GRATE THIS PRINT D 2- FRAMES $HALL RE DUCTILE IRON PIER ASTM AW GRADE 10,%05 NYLOP LAST H 3 - DRNN BASIN TO BE CUSTCM MANUFACTURED ACCORDING TO"DETAILS. OR POSSESS RISERS ARE NEEDED FOR BASINS OVER84• DUE TO SHIPPING RESTRICTIONS. TRIWSFER C SEE DRAWING NO. TWI-110-M TECH NIC& 11 4 - DRAINAGE CONNECTION STUB DONT TIGHTNESSS'FIALL CONFORM TO REPRODUCTI AS -M D3212 ;:DR CORRUGATED HDPE (NDS N-12MANCOR DUAL. WALL), CONTAINED P N-' 2 HPN d PVC SEW- R. ARTICLE HER 5-ADAP"ERS CAN BE MOUNTED ON ANY ANGLE 0• TO 36111. TO DETERMINE MINIMUM IS FORBIDOEI ANGLE 8ETWE:EN ADA 2TERS SEE DRAWPNG NO.7001-T 10 012° PERMISSION (5) ADAPTER ANGLES ARABLE 0' - 39 ACCORDING TO PLANS 18' MIN WIDTH GUIDELINE 8' MIN THICKNESS GUIDELINE TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO. 70D1.110-111 FOR NON TRAFFIC INSTALLATION. (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (8' MiN. BASED ON MANUFACTURING REQ.) 4' MIN GRATE OPTIONS LOAD RATING PART# DRAWING 0 PEOFSTRLAN. MEETS H'10 -i- 0- 7(XH-170202 -- STANDARD MEETS H-20 120OWS 7001-110.203 SOLD COVER MEETS H-20 1299MC 7MI-I IN204 PEDESTRIAN BRONZE NIA IZWGPU 7007-110-ZII5 DOME NIA 1299CGO 7001-110-206 DROP IN GRATE LIGHT DUTY 1201DI 7001.114.021 GATE MANUFACI DUMPSTER SLAB EXP. JOINT r PRESSURE TREATED BOARD ON BOARD VVOnn naTF CTR APPP0%1Fn Fn] 161 7" THICK POURED CONCRETE PAD W16X6-1Oil 0 W.W.M. ON COMPACTED 6" AGGREGATES BASE BELOW SLAB AND FOOTING TRASH ENCLOSURE DETAIL WITH 'BOARD ON BOARD CONSTRUCTION NTS 3"X 6"X 114" STEEL TUBE FILLED uN1 CONCRETE & EMBEODED NTO CONCRETE FOOTING TRAVEL WAY PAVEMENT TYPICAL CONCRETE PAVEMENT SECTION NOT TO SCALE DRIVEABLE SIDEWALK 10' WIDE PAVEMENT 8" 4,000 PSI REINFORCED CONCRETE. WITH 6x6W2.9/2.9 WWM SUBBASE VDOT STD. 218 II I I! Ill I II III I I -1I I I T I1�1 1=119-1 COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR. DESIGN VALVE OF 4. SOIL_ TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. The bottom of the curb and gutter may be conetructe•d porafti to the elope of subbase courses provided a rrifnfmum depth of 7' Ns maintained. COMBINATION 6" REVERSE CURB & CUTTER FIBERGLASS PULTRUDED GRATE EX; --\ CU I=%AdAI v ANCHOR I P -ANCHOR GUTTER PAN-/ CROSS SECTION NTS NOTES: 1. UNLESS OTHERWISE NOTED, CONCRETE SHALL BE CLASS A3 2. EXPANSION JOINT FILLER SHALL BE 112" BITUMINOUSTYPE PREFORMED' EXPANSION JOINT FILLER, ASTMI D-1751 S.S. HEX. BOLT AND LOCK WASHER-, PULTROUDED ' GRATE CONCRETE-, 4" FIBERGLASS PULTRUDED GRATE n-1ITTr-O rZDATP M -CLIP (S.S.) S.S. THREADED ROD - CONC. ANCHOR ADHESIVE DRILL HOLE IN CONCRET CENTERED ON LIP (11" FROM EDGE) ANCHOR DETAIL 8'x3.(}6' SIDEWALK GRATE �^ M CLIP WIANCHOR---- N A. it 14" SIDEINAL.K; • 4. -- y 3.6"" GUTTER 4 PAN 4 * a -C*9-2 SUPPORT DETAIL NOTES: 1. GRATING SHALL BE 2" 50% OPEN, TBAR, FIBERGLASS REINFORCED PULTRUDED GRATING WITH NON SKID SURFACE AND UV RESISTANT MATERIAL SHALL BE GRIDWALK BY AMERICAN GRATING LLC OR EQUAL, COLOR SHALL BE LIGHT GRAY. 2, A MINIMUM OF 4, STAINLESS STEEL (S.S.) M -CLIPS LOCATED V FROM END OF GRATE SHALL BE INSTALLED. SEE DETAIL. 3. ALL M -CLIPS, BOLTS, ETC. SHALL BE 316 STAINLESS STEEL (S.S.). s• TOP OF REINFORCING BAR FLUSH WITH TOP OF CONCRETE PRECAST CONCRETE BUMPER 6" DIAM. HOLE (TYP-) 2 - #4 BARS CONTINUOUS FULL t LENGTH OF o ! CONCRETE ��$�"' REINFORCING BARS EMBEDDED 18" INTO SUBGRADE WHEEL STOP 11/05/14 N.T.S. VER 1 MAX. 6'-O"MA%- 6'-O" GRIPPING RAIL VS 'IEE ROAD FLANS F(Ni RET NG HR -1 NOTES: 4a/i` b.0-'Yj' PIPE PICKET WALL DETAILS, LIMITS OF PAYMENT PER EACH 1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE. I*4yN' D.C.j" SOLID PICKET z Q MAX, B' -D'° MAX.6'•0" 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, I'- F PAVEMENT SLOPE PAVEMENT SLOPE 4000 PSI IF PRECAST. PAVEMENT 2'R SECTION 3. COMBINAiTPON CURB &( GUTTER HAVING A RADIUS LLI + 4'_0' OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL 1-4-I `�-x/�\\ o BE PAID FOR AS RADIAL COMBINATION CURB &L (COMPACTED TO 95 \\1�\\/r\/�\//`��/�`��`�/�\�fA,`��//\�*/ /o rai SOLID STEEL SMOOTH GLITTER. 2 -- A 11/05/14 4, FOR USE WITH STABILIZED OPEN -GRADED N.T.S. VER 1 SIGN (SEE DETAIL) SIGN SHALL BE LOCATED DRAINAGE LAYER, THE BOTTOM OF THE CURB BE OBSCURED BY EP o WITH EP AND GUTTER SHALL BE CONSTRUCTED PARALLEL OF ACCESSIBILITY STRIPED AREA TO THE SLOPE OF SUBBASE COURSES SYMBOLS 8' MIN. DISPLAY CONDITIONS 12"' 1 -DIA ROUND ROD tTYP.I OR 1> 5' N=OR REGULAR SPACE BACKGROUND PARKING 1'1. NOTE: DARK COLORED s„ 6" RAMP FOR HANDICAPPED MUST 2" LETTERS & p ADJACENT TO THE STRIPED AISLE. 9' UNLAWFUL PARKING IN THIS SPACE IS SUBJECT TO A FINE OF MIN. $50.00 TO $100.00 0' 7..a' MAX. LIGHT COLORED 1" LETTERS DARK COLORED REFLECTIVE BACKGROUND MATERIAL 4" STEEL PIPE FILLED WITH CONCRETE IIIA HANDICAPPED PARKING 04/15 N.T.S. VER 1 '* -y I" STANDARD PIPE. - .• �. .� • , ► ; . .,4 a (. ` N i GROUNDING i ELECTRODE NOT EXCEEDIN RAIL CXPA14SION JOINTS A1�� MAX.BOLTS BOLTER3" 4" O.C.INTERVALS 34FEET. OSTS 2'• MN NPS (2.375" O.D.) SCHEDULE Bit PIPE - RETAINING WALL RAILS 12 MIN. NPS (2.37x" 0•DA SCHEDULE 40 PIPE N EXPANSION JOINT PICKETS s°' MMP. NPS (1,05" SCHEDULE 40 PIPE 3" MAX R " 70&) H!t SOLID ST L SM001H ROUND ROD HR -1 TYPE II PEDESTRIAN RAILING - ANCHOR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS, SEE ROADWAY PLANS OR TYPICAL SECTIONS 2" min- 12'• CONCRETE STEPS FOR DISTANCE TO IYY" NPS SCHEWLE aO PI PI P0IL S + 1'li ° MIN. NPS (1.910" 0.0.) SCHEDULE 6D PE 'SIDEWALK CNR SHARED GRIEVING RML RAILS Ejy" WN. NPS G1,86" O.D.) SCHEDULE 40 PIPE USE PATH. GROUNDII+M. ELECTRODE HR -1 TYPE I HANDRAIL MN.. 2y4" rain. (FOR USE ALONG STEPS) NOTES I 50UD STEEL. SMOOTH ROUND RO. 1, THE CONTRATOR $HALL SUBMIT DRAWINGS DETAILING ALL. CONCRETE FOOTING TO ASPECTS OF FA9d!CATION AND INSTALLATION OF RAILING INCLUDING CONCRETE FOUNDATIONS FOR APPROVAL BY EHE BE DESIGNED BASED OH GRIPPING RAID DETAIL ENGINEER PRIOR TO INSTALLATION, SHOP DRAWINGS SHALL SOIL CONDITIONS. C R BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS) BE SIGNED AND SEALED BY A PROFFESSONAL ENGINEER, HOLDIN3 A VALID LICENSE TO PRACTICE ENGINEERING IN GRIPPING RAIL SHALL BE INSTALLED WHEN THE COMMONWEALTH OF VIRGINGi THE SIDEWALK OR RAMP GRADES ARE EQUAL 2, ALL RILING COMPONENTS AND FASTENERS SHALL BE GALVANIZED IN TO EARTH FOUNDATION DETAIL ITH THE CURRENT AD AND BRIDGE SPECIFICATIONS, RAIL WILL BETER NCIDENNTTAL TO COST OF (FOR USE WITH TYPE 94 IIIRALINGS) THE RAILING. 70 ACCHIEEEA UNIfDRW COA7WG ON ALL SURFACES DRAINAGE HOLES FOR GALVANIZING SHALL BE INCLUDED IN THE SHOP DRAWINGS. 3- ALL FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A307, ��� 6'-O' FIA1C.6`-O"� ASTM A553, AND ASTM F644. ALL ANCHC3 BOLTS SHALL BE IN 4!:" O.C, Yy- NPS PIPE PICKET 4 SEE ROAD PLANS FOR RETAINING ACC'DR'D+4P'ICE WITH AA5FiT0 M314, GRAt]E 36. WI 4, A CHEMICAL ANCHOR SYSTEM FRIM VDOT'S APPROVED MATERIAL. 4ria" O.C. eIa' SOLID PICKET 4"' 'MALL DETAILS. LIST MAY BE USED !N LIEU OF CAST IN PLACE ANCHORS AND SHALL - BE INCLUDED IN THE SHOP DRAWINGS, _- S. POSTS SHALL 8E MITERED TO MATCH GRADE OF RAMPS, SIDEWALKS. AND STEPS. & HANDRAILS SHALL MATCH GRADE OF RAMPS SIDEWALKS AND STEPS. Ian 7, &L POSTS AND PICKETS SHALL BE SET PLUMB. 1 11 1 8- RAILINGS SHALL BE GROUNDED AND EFFECTIVELY BOWED. GROUNDING MATERIALS INSTALLATION TO BE IN ACCORDANCE WITH SVD. FE -6. 8. CGUMERCIALLY AVAILABLE RMLING SYSTEMS MAY BE USED IN LIEU OF 'DESIGNNG AND FABRICATING THE RAILING, DDCUMENTATIDNN FROM 1 ANCHOR THE MANUFACTURER VERIFYING THAT PROJECT REGUbWMENTS ARE RAIL EXPANSION JOINTS AT BOLTS MET WITH THE RAILING SYSTEM SHALL BE SUBMITTED WITH THE INTERVALS NOT EXCEEDING 3" MAX- INSTALLATION DRAWINGS AND APPRDVFD BY THE ENGINEER IN 30 FEET. ACCORDANCE WITH NOTE % r -W POSTS 2°' WL WS (2.375 D.O.) SCHEDULE 80 PIPE TD. HANDRAIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF RETMNING WALL RAILS 2' MIN. NPS 12.375 0.0.) SCHEDULE a6 PIPE THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. EXPANSION TONT PICKETS : i" IA1N, NPS (1.05J.0,) SCHEDULE 40 PIPE 11. THIS HANDRAIL IS TO HE USED ONLY AS A PROTECTION FOR O MIN. S. ID EEL SMOOTH ROUND ROD GROUNDING PEDESTRIANS AND SHOULD NOT dE PLACED IN ANY LOCATION TYPE RAILING ELECTRODE T. RE IT UGHT BE TSTOAh2DMDVCUACRDR�NLI5HOULD HR -1 III BICYCLE Fo VEHICULAR PROTECTION (F'OR USE ALONG SHARED USE PATHS) BE USED. SPECIFICATION A COPY Of THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. XVI REFERENCE STANDARD H AN'DR AI L --)OT ROAD AND BRIDGE STANDARDS 105 METHOD OF LOCATING AND ERECTING REVISION DATE SHEET 1 OF 1 238 5D4 VIRGINIA DEPARTMENT OF TRANSPORTATION 7/11 601.0$ The bottom of the curb and gutter may be conetructe•d porafti to the elope of subbase courses provided a rrifnfmum depth of 7' Ns maintained. COMBINATION 6" REVERSE CURB & CUTTER FIBERGLASS PULTRUDED GRATE EX; --\ CU I=%AdAI v ANCHOR I P -ANCHOR GUTTER PAN-/ CROSS SECTION NTS NOTES: 1. UNLESS OTHERWISE NOTED, CONCRETE SHALL BE CLASS A3 2. EXPANSION JOINT FILLER SHALL BE 112" BITUMINOUSTYPE PREFORMED' EXPANSION JOINT FILLER, ASTMI D-1751 S.S. HEX. BOLT AND LOCK WASHER-, PULTROUDED ' GRATE CONCRETE-, 4" FIBERGLASS PULTRUDED GRATE n-1ITTr-O rZDATP M -CLIP (S.S.) S.S. THREADED ROD - CONC. ANCHOR ADHESIVE DRILL HOLE IN CONCRET CENTERED ON LIP (11" FROM EDGE) ANCHOR DETAIL 8'x3.(}6' SIDEWALK GRATE �^ M CLIP WIANCHOR---- N A. it 14" SIDEINAL.K; • 4. -- y 3.6"" GUTTER 4 PAN 4 * a -C*9-2 SUPPORT DETAIL NOTES: 1. GRATING SHALL BE 2" 50% OPEN, TBAR, FIBERGLASS REINFORCED PULTRUDED GRATING WITH NON SKID SURFACE AND UV RESISTANT MATERIAL SHALL BE GRIDWALK BY AMERICAN GRATING LLC OR EQUAL, COLOR SHALL BE LIGHT GRAY. 2, A MINIMUM OF 4, STAINLESS STEEL (S.S.) M -CLIPS LOCATED V FROM END OF GRATE SHALL BE INSTALLED. SEE DETAIL. 3. ALL M -CLIPS, BOLTS, ETC. SHALL BE 316 STAINLESS STEEL (S.S.). s• TOP OF REINFORCING BAR FLUSH WITH TOP OF CONCRETE PRECAST CONCRETE BUMPER 6" DIAM. HOLE (TYP-) 2 - #4 BARS CONTINUOUS FULL t LENGTH OF o ! CONCRETE ��$�"' REINFORCING BARS EMBEDDED 18" INTO SUBGRADE WHEEL STOP 11/05/14 N.T.S. VER 1 (SEE PLANS) SCHEDULE 40 'STEEL NOTES: CONCRETE AND PAINTED YELLOW = LIMITS OF PAYMENT PER EACH 1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE. -i z Q .. - 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, I'- F PAVEMENT SLOPE PAVEMENT SLOPE 4000 PSI IF PRECAST. PAVEMENT 2'R SECTION 3. COMBINAiTPON CURB &( GUTTER HAVING A RADIUS LLI + 4'_0' OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL 1-4-I `�-x/�\\ o BE PAID FOR AS RADIAL COMBINATION CURB &L (COMPACTED TO 95 \\1�\\/r\/�\//`��/�`��`�/�\�fA,`��//\�*/ /o rai 4"SUBBASE (21-A STONE) MOISTURE CONTENT GLITTER. 2 -- A 11/05/14 4, FOR USE WITH STABILIZED OPEN -GRADED N.T.S. VER 1 SIGN (SEE DETAIL) SIGN SHALL BE LOCATED DRAINAGE LAYER, THE BOTTOM OF THE CURB BE OBSCURED BY EP o WITH EP AND GUTTER SHALL BE CONSTRUCTED PARALLEL OF ACCESSIBILITY STRIPED AREA TO THE SLOPE OF SUBBASE COURSES SYMBOLS 8' MIN. DISPLAY CONDITIONS 12"' 1 AND TO THE DEPTH OF THE PAVEMENT. 1> 5' N=OR REGULAR SPACE BACKGROUND PARKING 1'1. NOTE: DARK COLORED s„ 6" RAMP FOR HANDICAPPED MUST 2" LETTERS & p ADJACENT TO THE STRIPED AISLE. 9' UNLAWFUL PARKING IN THIS SPACE IS SUBJECT TO A FINE OF MIN. $50.00 TO $100.00 0' 7..a' MAX. LIGHT COLORED 1" LETTERS DARK COLORED REFLECTIVE BACKGROUND MATERIAL 4" STEEL PIPE FILLED WITH CONCRETE IIIA HANDICAPPED PARKING 04/15 N.T.S. VER 1 '* -y '. - .• �. .� • , ► ; . .,4 a (. The bottom of the curb and gutter may be conetructe•d porafti to the elope of subbase courses provided a rrifnfmum depth of 7' Ns maintained. COMBINATION 6" REVERSE CURB & CUTTER FIBERGLASS PULTRUDED GRATE EX; --\ CU I=%AdAI v ANCHOR I P -ANCHOR GUTTER PAN-/ CROSS SECTION NTS NOTES: 1. UNLESS OTHERWISE NOTED, CONCRETE SHALL BE CLASS A3 2. EXPANSION JOINT FILLER SHALL BE 112" BITUMINOUSTYPE PREFORMED' EXPANSION JOINT FILLER, ASTMI D-1751 S.S. HEX. BOLT AND LOCK WASHER-, PULTROUDED ' GRATE CONCRETE-, 4" FIBERGLASS PULTRUDED GRATE n-1ITTr-O rZDATP M -CLIP (S.S.) S.S. THREADED ROD - CONC. ANCHOR ADHESIVE DRILL HOLE IN CONCRET CENTERED ON LIP (11" FROM EDGE) ANCHOR DETAIL 8'x3.(}6' SIDEWALK GRATE �^ M CLIP WIANCHOR---- N A. it 14" SIDEINAL.K; • 4. -- y 3.6"" GUTTER 4 PAN 4 * a -C*9-2 SUPPORT DETAIL NOTES: 1. GRATING SHALL BE 2" 50% OPEN, TBAR, FIBERGLASS REINFORCED PULTRUDED GRATING WITH NON SKID SURFACE AND UV RESISTANT MATERIAL SHALL BE GRIDWALK BY AMERICAN GRATING LLC OR EQUAL, COLOR SHALL BE LIGHT GRAY. 2, A MINIMUM OF 4, STAINLESS STEEL (S.S.) M -CLIPS LOCATED V FROM END OF GRATE SHALL BE INSTALLED. SEE DETAIL. 3. ALL M -CLIPS, BOLTS, ETC. SHALL BE 316 STAINLESS STEEL (S.S.). s• TOP OF REINFORCING BAR FLUSH WITH TOP OF CONCRETE PRECAST CONCRETE BUMPER 6" DIAM. HOLE (TYP-) 2 - #4 BARS CONTINUOUS FULL t LENGTH OF o ! CONCRETE ��$�"' REINFORCING BARS EMBEDDED 18" INTO SUBGRADE WHEEL STOP 11/05/14 N.T.S. VER 1 RADIUS \ \ 4' - 10"" a Lu o r u: LIMITS OF PAYMENT FOR CURB NOSE DOWN CURB TO GLITTERIL z Lu q cn B 4 ' r A '�--DOWELED JOINT GUTTER PAN LIMITS OF PAYMENT FOR CURB SECTION A -A B VARIABLE (SEE PLANS) SCHEDULE 40 'STEEL PAVFMejVr CONCRETE AND PAINTED YELLOW = LIMITS OF PAYMENT PER EACH $af0 , LOPE -i z Q .. - I'- F PAVEMENT SLOPE PAVEMENT SLOPE /►V* PAVEMENT TYPE "A', 'B', OR 'C' SECTION CURB (SEE STD. LLI + 4'_0' 2'_0" 4'_0"uj `�-x/�\\ o IL (COMPACTED TO 95 \\1�\\/r\/�\//`��/�`��`�/�\�fA,`��//\�*/ /o rai 4"SUBBASE (21-A STONE) MOISTURE CONTENT 4" 3000 PSI VDOT A3 CONCRETE VDOT VTM-1 METHOD) "* -- A 11/05/14 N.T.S. VER 1 SIGN (SEE DETAIL) SIGN SHALL BE LOCATED FC SUCH THAT IT WILL NOT BE OBSCURED BY EP RADIUS \ \ 4' - 10"" a Lu o r u: LIMITS OF PAYMENT FOR CURB NOSE DOWN CURB TO GLITTERIL z Lu q cn B 4 ' r A '�--DOWELED JOINT GUTTER PAN LIMITS OF PAYMENT FOR CURB SECTION A -A B VARIABLE GUTTER FLUME DETAIL (SUMP NOT TO SCALE GRADE_ 0 LIMITS OF PAYMENT PER EACH 0 uJ TU a - - z '.,I z � W ui w a O 2 m IJJ d 4,-0", > a Oa. rn Z h 1'-0" A q. In k R mL LIMIT OF PAYMENT LIMIT OF PAYMENT FOR CURB FOR CURB .0 -J .•- (n 2' R. DOWELED JOINT 9 45 A NOSE DOWN CURB TO GUTTER 4 e'\O % T -O" MIN. SOD S 2'-0" HOULDER �-� 6 6� ON GRADE , �- SECTION B -'B GUTTER FLUME DETAIL (ON GRADE NOT TO SCALE GUTTER PAN SHOULDER MOUND TOP OF CONCRETE FILL (SEE PLANS) SCHEDULE 40 'STEEL PAVFMejVr CONCRETE AND PAINTED YELLOW = sLope $af0 , LOPE 18' DIA. CONCRETE q' .. - V1 I - -I /►V* PAVEMENT TYPE "A', 'B', OR 'C' SECTION CURB (SEE STD. VER 1 DETAILS) GUTTER FLUME DETAIL (SUMP NOT TO SCALE GRADE_ 0 LIMITS OF PAYMENT PER EACH 0 uJ TU a - - z '.,I z � W ui w a O 2 m IJJ d 4,-0", > a Oa. rn Z h 1'-0" A q. In k R mL LIMIT OF PAYMENT LIMIT OF PAYMENT FOR CURB FOR CURB .0 -J .•- (n 2' R. DOWELED JOINT 9 45 A NOSE DOWN CURB TO GUTTER 4 e'\O % T -O" MIN. SOD S 2'-0" HOULDER �-� 6 6� ON GRADE , �- SECTION B -'B GUTTER FLUME DETAIL (ON GRADE NOT TO SCALE GUTTER PAN SHOULDER MOUND TOP OF CONCRETE FILL 6" DIA. - ANSA 3' SCHEDULE 40 'STEEL PIPE FILLED WITH 5„ CONCRETE AND PAINTED YELLOW = r 7' 18' DIA. CONCRETE q' ENCASEMENT "- V1 I - -I /►V* BOLLARD DETAIL 10/28/14 No N.T.S. VER 1 -- WIDTH VARIES SEE. SITE PLAN -2% 1� j -d ° ., 4� -tea - .,I-• °.��'`\�\.. `�-x/�\\ COMPACTED \f'�/��/�/�Y SUBGRADE (COMPACTED TO 95 \\1�\\/r\/�\//`��/�`��`�/�\�fA,`��//\�*/ /o DENSITY AT OPTIMUM 4"SUBBASE (21-A STONE) MOISTURE CONTENT 4" 3000 PSI VDOT A3 CONCRETE VDOT VTM-1 METHOD) "* CONCRETE SIDEWALK 11/05/14 N.T.S. VER 1 SIGN (SEE DETAIL) SIGN SHALL BE LOCATED FC SUCH THAT IT WILL NOT BE OBSCURED BY EP VEHICLE PARKED IN WHEEL STOP 2, SPACE. WITH EP T INTERNATIONAL SYMBOL OF ACCESSIBILITY STRIPED AREA HANDICAPPED - SYMBOLS 8' MIN. DISPLAY CONDITIONS 12"' 1 LIGHT COLORED 8' VAN ACCESSIBLE SPACE REFLECTIVE RESERVED 5' N=OR REGULAR SPACE BACKGROUND PARKING MAT'L. t 24" NOTE: DARK COLORED s„ 6" RAMP FOR HANDICAPPED MUST 2" LETTERS & BE LOCATED AT SAME POINT 3/8" BORDER ADJACENT TO THE STRIPED AISLE. 9' UNLAWFUL PARKING IN THIS SPACE IS SUBJECT TO A FINE OF MIN. $50.00 TO $100.00 0' 7..a' MAX. LIGHT COLORED 1" LETTERS DARK COLORED REFLECTIVE BACKGROUND MATERIAL 4" STEEL PIPE FILLED WITH CONCRETE IIIA HANDICAPPED PARKING 04/15 N.T.S. VER 1 C14 00 f•D m- aC4 Co 04 t0 Lo �'. C _!s nM � > s c 4) r. C L) J- CL M C37 _ L FC SP# 34-18 Rev. NO. Date 5 09/17/2018 LH Cjji'ra R N� � L. K PLER Llc. N©. 32.809 10� A. DATE. 05/26/2017 SCALE: N/A DESIGNED BY: RLK FILE NO. 3015L SHEET 07.01 co V1 I - -I r eeeeee>• V .[ E .. I U I U. Z Rev. NO. Date 5 09/17/2018 LH Cjji'ra R N� � L. K PLER Llc. N©. 32.809 10� A. DATE. 05/26/2017 SCALE: N/A DESIGNED BY: RLK FILE NO. 3015L SHEET 07.01 2016 ROAD & BRIDGE STANDARDS END -SECTION 12" -Imo" PIPE -MUB ETD ON OUTLET END -SECTIONS SPDOT EN D ON -SECTION x x CONCRETE TO BE 4000 PSI MINIMUM L'1YMN(a1?fi"A'M FNI) VIIFW ALTERNATE END -SECTION 12" - rw- PIPE Es -1 H USTSECTIONS INLET -SECTION xx - - - - 400 TI TO E_ SECTION x. -x END SECTION DIMENSIONS DI -200, 2EE, 2FF PIPE DIAI,ETER A e C D E 12„ 4" 2'-10" r-0" 4'-0 2,-0. 151, 61, 2,-3„ 1.,,2" 4,-0.. 2'_6" _ 46" 9' 2'-3- 3'-40" 6'-4' Y -O" 21- 1I" 2'-11" 2'-1" 51-0" 3--d- 24" 10" 3,-7,. 7-6" 6•-r - 4'-011 7" D " 41-W 2'-1" 6'-4 4'-6- 36" 11',c" 4'-6" r-7 6'- S' -O- - -334 ?4/2" 4'- 2'- T- 5._4" 4 „ T -Y" 3 2 Tr - - " 4. 2'_.D„ 8,_0" 2'-2„ 8,_5. 7,-0" 54" 1 x 3" 5'-5'i 2--jow. 1 W - m- r -it 9' 5'-D" FOR PLAN VFW OF INLET SEE STANDARD 01-20, W-3" 1 W -O' ALTERNATE END -SECTION 12" - rw- PIPE Es -1 H USTSECTIONS INLET -SECTION xx - - - - 400 TI TO E_ SECTION x. -x PAY LINE c 1 8 NOTES; PK BASEL aH FaID CTIMt�DESTCNM SHOWN ON THE LEFT.. F THE CONTRACTOR ELECTS TO USE THE ALTE@MTE DOM SHR ON WILL E REDU= BYTTHEE DF6 DINIDSON 'D'. FLARED END SECTION ROAD ANDBROW STANDARDS 302 12" - $0" CONCRETE PIPE CULVERTS REVISION DATE SHEET T OF I VRIGIIiI DQMTMENT OF TRA45P©RTATION 102.01 2016 ROAD & BRIDGE STANDARDS HARDWARE WEEP HOLE _ / N ISI SEE NOTE 6, BARS V I4 a 8" C.c. +--a STEPS REO'D. FOR DETALS siu. ` • A STANDARD ST -1 AT: I I I IX C,G SJ tTRt OTIC JOINT SECTION THROUGH ELEVATION SCHEDULE OF REINFORCING STEEL BARS MARK 40, REQUIED LENGTH H 4t1.5H+11+16 5'-6" FIT 4M5H+94•12. 7'-e" Y 76 H -r-2" END SECTION DIMENSIONS DI -200, 2EE, 2FF PIPE DIAMETER A B C D E 12- 4" 2'-D" 4'1T' 6'-1" 2'-D" 15" 6" 2'-3" Y-10" 614' 2'-6' _ 46" 9' 2'-3- 3'-40" 6'-4' Y -O" 21- 1I" 2'-11" 3'-r 6'-11" 31-6' 24" 10" N-71 2"-6' 6'-3 4'-0" 27" 30.. 33" 1'-10" r- 4'-4' 4°-6- 4- LENGTH OF SLOT CU WILL, IN EVERY CASE. BE IP - 4'-6" 5'-0+ 36" r-3 '- H313''OHL' LS. IM STANDARD IS INTENDED FOR USE N CURB 42" 1'-4 '-3 AND GUTTER SITUATIONS ONLY. 6 -6"4 - 2'-0' 8'-0-' s 14. 7'-0' 4. N THE EVENT THE INVERT OF THE OUTFALL � �lr�rrr rr rrr r�r rrrrr 709 MED B IRS VETO GROUND PINE 1,57 H OHER THAN THE BOTTOMM OF THE � rrrrrrrrr rrrrrrrrr t i rrrrrrrrr rrrrrrrrr - A MINIMUM OF 40D (20" ). p rrrrrr LZIE ROUND - GROUND --LINE '-9" PAY LINE c 1 8 NOTES; PK BASEL aH FaID CTIMt�DESTCNM SHOWN ON THE LEFT.. F THE CONTRACTOR ELECTS TO USE THE ALTE@MTE DOM SHR ON WILL E REDU= BYTTHEE DF6 DINIDSON 'D'. FLARED END SECTION ROAD ANDBROW STANDARDS 302 12" - $0" CONCRETE PIPE CULVERTS REVISION DATE SHEET T OF I VRIGIIiI DQMTMENT OF TRA45P©RTATION 102.01 2016 ROAD & BRIDGE STANDARDS HARDWARE WEEP HOLE _ / N ISI SEE NOTE 6, BARS V I4 a 8" C.c. +--a STEPS REO'D. FOR DETALS siu. ` • A STANDARD ST -1 AT: I I I IX C,G SJ tTRt OTIC JOINT SECTION THROUGH ELEVATION SCHEDULE OF REINFORCING STEEL BARS MARK 40, REQUIED LENGTH H 4t1.5H+11+16 5'-6" FIT 4M5H+94•12. 7'-e" Y 76 H -r-2" APPROXIMATE QUANTITIES FOR MINIMUM 9' DEPTH INLET NOTES DIMENSION L Ski NOTE 17 DI -200, 2EE, 2FF L DEPTH OF MST (ii) TO BE SHOWN ON FLANS. 9, ALL RIEaFORCMG STEEL SHALL HAVE A MIA. 41-6- 1.6" 6.93 ZEE COVER OF 2", 2. THE '4i- DIE'14SIOM SHOWN ON THE STANDARDS AND SPECIFY ON THE PLANS MILL ME 10. ALL FEN ORCINO STEEL TO BE CIUT CLEAR OF IM t5 MEASURED FROM THE INVERT OF THE OUTFALL 20=t ALL OPENINGS BY 211. I --I PPE TO THE TOP OF THE STRUCTURE. 2. LaN. SECTION A -A E- 0 PLAN "H" DIYE7NSIONIS ARE APPROXIMATE ONLY R. CAST -IN PLACE CONCRETE IS TO BE CLASS A3 FOR ESTIMATING PURPOSES AND THE ACTUAL 13000 PID. PRECAST CONCRETE IS TO BE MIN, I/10 D % D x BEDDING DIMENSIONS SHALL ME DETERMINED BY THE rT, z 40M PSH. U47ERIAL CONTRACTOR FROM FEUD ODN DIVOM 12. LENGTH OF SLOT CU WILL, IN EVERY CASE. BE 3. WHEN SPEC® ON TMC PLANE THE INVERT IS OTHERWISE UNSUITABLE MATERIAL SHOWN ON PLANS. MIN. 1^5 z 0 NN. 1.21 z 0 TO BE SHAPED INWRH STANDARD IS -t THE COST OF Z PLACiKH ALL LS. IM STANDARD IS INTENDED FOR USE N CURB MATERIALS INGDEHMTAiL TO THE EHAPM IS TO BE TOP OF FILL AND GUTTER SITUATIONS ONLY. 114= D N THE BMD PRICE FOR THE STRUCTURE. x s 14. IT �SP(JCE�S �N 4. N THE EVENT THE INVERT OF THE OUTFALL � �lr�rrr rr rrr r�r rrrrr 709 MED B IRS VETO GROUND PINE 1,57 H OHER THAN THE BOTTOMM OF THE � rrrrrrrrr rrrrrrrrr t i rrrrrrrrr rrrrrrrrr - A MINIMUM OF 40D (20" ). p rrrrrr LZIE ROUND - GROUND --LINE 9lMLL E H?Hf m Q'F.MEHTT I�F CTT 15, FOR PLAN VFW OF INLET SEE STANDARD 01-20, PR WE7AT 5T OR P01OMHp OF WATER 2E. 2F. LBN, t/t0 DUNYIELDING N THE 5TI14JCT THE COST OF FR NO MIN_ IM D % D x BEDDING MATERIALMN. yI PER SOIL 7' OF H x A % ^i O BEDDING EARTH AHD PLAMCW ALL MATERIALS INCIDENTAL TO It MADE SAFETY SLABS WHEN SPECIFIED ON THE SHAM 15 TO BE INCLUDED IN THE ED FOUNDATION SOFT, YIELDING, OR THE PLANS. ROCK FOUNDATION POM FOR THE STRUCTURE. ®BEDDING MATERIAL IN ACCORDANCE WITH EMBANKMENT SECTION 302 OF THE ROM ANO BRIDGE � NOTES) SPECIFICATIONS. FOR GENERA. NOTES ON PIPE BEDDING. CLASS T BACKFILL MATERIAL N ACCORDANCE SEE INSTALLATION OF PIPE CULVERTS WITH SECTION 302 OF THE ROAD AND MIDGE AND 57ORM SEWERS GENERA. NOTES 17. FOR DE: TON AND LOCATION OF DIAENSION S. STEPS ARE TO LSti P9;CV D-�1NEN H #S C-7 USED N PLACE OF CLASS T ®ACKFLL. L SEE SHEET 404.06. rrr'"r IN ACCORDANCE WITH SECTION 302 OF THE ROW OR GREATER. FOR DETAILS sEg STANDARD ST -4, S�AND INSTALL. (��' PIPE CULVERTS AND STORM SEWERS ON $REFEREN E REFERENCE ROAD *0 BRIDGE I& FOR NUMBER OF BARS A -Y REQUIRED AND S. THIS ITIEM MAY BE PRECAST OR CMT -W -RACE. SHEET I OF 4 LE7NOTHS SEE SHEET 104.07. VIRGINIA DEPARTMENT OF TRANSPORTATION 4 x 8" SMIDOTH DOWELS AT AI PRDMATELY 101.', GUANTTlES SHOWN ARE FOR MIL ILEET5 of 7. ri" GO TO PLAN N ALL AREAS, AMJJAIGHIMT EACH TYPE, FOR INLETS OF GREAT N:PTH TO ABUTTING CITE TO PREVENT (HH OR L NKIER SLOTS (U INCREMENTS SHOWN SETTLEMENT. IN LETT OF DOWELS A2" x 4- PER FOOT MIST KA0d. THE AMOUNT OF NOTCH MAY BE PROVDFA. SEE STANDARD C94CRETE AND STEEL 215PILACE D MUST BE T-OF3. 4 FOR ALTERNATE DEEM DEDUCTED TO OMSTAIN TRUE oLw(TTTES. 8. 3" DIAMETER WEEP HOLE TO HE LOCATED TO 20. FOR DETALS AND DIMENSIONS OF O.M.LOT. DRAM S4lBRASE MATERIAL- WEEP WITH BEAM, COLLAR NO GRATaDROPPED OU`DTER i RAL OR �VAN�IM�II����ST wm:FwSzT)4 GTE$ OT�SEE STAHD� 2D. ACLIMERANIdA�Y- rWGHJT` TI 2t INLETMAY BEUSED WITH LARGE7R LONGITUDINAL OF THE STRUIOTURL PPE (72" MUJ9" PROVOW HORIZONTAL CLEARANCE M FMIEENI ADJACENT PIPES IS ADEQUATE. APPROXIMATE QUANTITIES FOR MINIMUM 9' DEPTH INLET OH- DIMENSION L Ski NOTE 17 ROFORCW CONCRETE TYPE Lim. Ft Lha. Cu. Y& 200 41-6- 1.6" 6.93 ZEE 6"-10" L714 7.20 ZFF I 6'-O" 1 1,733 1 7.25 INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH (H) AM OR SLOT LENGTH (L) Oh TYPE H L ctTN(IMrE STEEL t+ONorsrE srm CU. Yda. Lbrt. Cu Ydr Lbs. 2170 0.63 191 - 2EE 0.63 D.16 17 2FF 1 0.63 141 0.16 T7 REFERENCE STANDARD CURB DROP INLET �'�C°T RDW ANO eRD6£ STANDARDS 233 30" - 48" PIPE: DEPTH (H) - 9' TO 20' REVS10N DATE SHEET I DF 1 302 VIIGIMA DEPARTMENT OF TRNtSIRMATDN 104.06 CO -6 NOTE'S= L THIS ITEM MAY SE PRECAST OR CAST IN PLACE. 2. CONNCRE#E TO MME CLASS AS F CAST INPLACE. 4000 PSI F PRECAST. 3. CONATION CURB L GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALON9 FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURS Ir GUTTER. 4. FOR ARSE WTTFI STABI.[ZED 01tMIACiE LAYER, TIF BOTTOM OF TIE CUlIB ! pUiTTET1 �TTd011�5 AND 7T i DEPTH Of � THE PAVEMENT. 5. ALLOWABLE CRffM FOR THE tAF OF 00-6 IS BASED ON ROADWAY CLASSIFICATION AND AS IN APPENDIX A OF R N TWSECTION ON GS URBAN STANDARDS. IN ^ w • ^r � n Y THE BOTTOM OF THE CURB ADD 601 2. 0. GUTTER MAY RE CONSTRLC'TM PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MWR.I M DEPTH OF 7" A MAY BE CONCRETE IS MNNTANIED. x+TIDW OF THE CONTRACTOR REFURENCECOMBINATION 6" CURB AND GUTTER ROAD ATS E STANDARDS 1105 REVISION DATE SHEET 'I OF 1 502 VMRC)MA DEPARTMENT OF TRA00PORTATION 201.03 CG -12 A +5 DOWELS. &' LONG" AT 12•" c'c 3• M I2.1 MAx , t PERNI SSIBLE GONSTRUGTION JOINT i21 uAx ti II RAMP -.*jL6"!E "SEE TABLET MP I TABLET IN LENGTH N FE FEET M- CURB 6" CURB TRUNCATED DOMES SEE SHEET 1 OF S FOR DETAILS 4 6 t S 7 2 5 5 SHAPE TO LATCH FACE 6 9 4 OF ROADWAY CURIO 5 BAG( OF CURB $ IM t5 20=t �6 t I --I 2. LaN. SECTION A -A SECTION B -B NOTES FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. SEE SHEET 1 O 3. THE IiEOURIEO LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET. REGARDLESS OF THE SLOPE. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN LENGTH N FE FEET M- CURB 6" CURB 0 4 6 t S 7 2 5 5 3 6 9 4 6 12 5 TO LS $ IM t5 ROW AAD BRIDGE STANDARDS SNEEr 3 OF a 1 REVISION DATE 203.07 10/0§ 12=1 MAX now WITH BUFFER STRIP 5' MIN WITH BUFFER STRIP WITHOUT BUFFER STRIP CROSSWALK I CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK WITH BUFFER STRIP """ -"„'_ - CG -12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION a" TEMP STOP 51 s0EWA_x (DIAGONAL PLACEMENT -N5• IAN SP£gFICATMON REFERENCE 105 302 DI -21L 2812C OR �x. SEE 40TTEE 115 6G"Y. t 2 `x2Yt"1(I/: 1.20 EVANIM ,TONT BADS( OF 'SIDEWALK E)CPANSION JOINT GAL(IH V. =12 3'-12" BARS 14-1 1�A BrulRsc cA-1! �c I , C -C D D BARS a . - a 10- C -C `F FACE OF OURS I r G t- 12" -OVI - Tv H DW ACK CONTROL JOIN � �-C � E 2'-D- ' 2' 2" a �C SECTION B -B COLLAR 6' Art 3'-W, -7' 10, M". PLAN VIEW 4(1 MAI. r 4" 2'-0" A A i- s k L V"X2Yz*W/,"SLOPE OF L-VAM6ABL.E-MAX I �pp�yFj -D" e - SIRFAC£ I CALV. x12 +. R -- WARPED SECTION D -D 9ALVAMIED MIC 6 x 12 I - SI 1 5 SURFACE I L •~ .� _ ! 8--G WELD I X. DIAMETER 1 2,i IZ: 5 9 WEEP HOLE E WELD AlSEE NOTE a SIA SHEAR SECTION C -C TOO CCOLOLLAARLR TOR . FRONT ELEVAT04 '�'W INLEDECREW T IisiTSNED SECTION E -E DWITH MEDIANS. DI -2A WARPED GUTTER -L--t t -L.1 OARS A_ -I W GUTTER a x I # I I! FLO'1R u S' 41 " L x1/4„ I I + MARS A-1 SEE NOTE 6 LENT (PLATES Xe I FOR USE ON GRADES ; 10 G C * c DI -2c I' L - -"1 BARS F r ' Com'. s 161 TYPE A S TYPE B STEPS NOISE DETAILS 4 -AHI I I M - . SEE NOTE 6 TYPE A NOSE DETAIL SHALL IE USED WITH CG -7 STANDARD. TYPE 8 NOW DETAIL SHALL BE USED WITH CG -6 STANDARD.. FOR USE iN eACH1 SECTION A -A OOF ALVNHW PLATE FOR TYPE OTO WITH RE NIH ANDANGLE "C� EC IS TE PLATE AT 2 G BOTH SIDES TO ISE SYMMETRICAL. FOR STEP DETAILS SEE STD. ST -1. SHEAR �VDOT 'STANDARD CURB DROP INLET T Ii9uND AND BRIDGE srADNms SHEET 1 OF 2 1 REVTSIONl DATE 1211 - 24" PIPE: MAXIMUM DEPTH (H) - 9' 2s3 104.03 VIRGINIA DEPARTMENT OF TRANSPMATON 302 Ps r NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL %TOP OF FILL 0 OROLNND LINE x GROUND LINE x rrrrr rrrr - I' rrr rrr CROIAAp LINE x - rrrrrr rr ' rrrrr rrrr - I Tri rr rr rr -I1 r rj J EARTH _ rr rr „ ROCK OR j� EARTH ® _ UNYIELDING �y SOIL o I --I BEDDING E- 0 MATERIAL }--, � H Y LIN. 1110 D MIN, I/10 D % D x BEDDING U511 O % p x BEDDING rT, z MATERIAL U47ERIAL x D x FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCIC FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN. 1^5 z 0 NN. 1.21 z 0 MIN, 1.5 z D MIN. 1.5 - 0 MIN. 1,5 z D 1 LIN. 1.5 z O TOP Of FILL TOP OF FILL TOP Of FLL x s '" rrrrrrrrrrrrr rrrrrrrrrrrrrr - rrrrrrrrrrrrrr _ rrrrrrrrrrrrr rr r r rrrrr rrrrrrr-rrrrr = ,- r<r rr rrrr rrrrr rrrrrr - i rr .- rrr rrrrrr i _� rrrrrr rrrrr rrrr rrrrrr - rrr`�r i� rrr r��� � �lr�rrr rr rrr r�r rrrrr - � rrrrrrrrrr rrrrrrrrrr .M � GROUND - r r rrrrr GROUND � rrrrrrrrr rrrrrrrrr t i rrrrrrrrr rrrrrrrrr - p r'r�irr LINE p rrrrrr LZIE ROUND - GROUND --LINE (EARTH !�-ROCK OR LBN, t/t0 DUNYIELDING MIN_ IM D % D x BEDDING MATERIALMN. yI PER SOIL 7' OF H x A % ^i O BEDDING EARTH LH. 6", BEDDING MATERIAL MAX. 24" MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERIAL IN ACCORDANCE WITH EMBANKMENT SECTION 302 OF THE ROM ANO BRIDGE � NOTES) SPECIFICATIONS. FOR GENERA. NOTES ON PIPE BEDDING. CLASS T BACKFILL MATERIAL N ACCORDANCE SEE INSTALLATION OF PIPE CULVERTS WITH SECTION 302 OF THE ROAD AND MIDGE AND 57ORM SEWERS GENERA. NOTES SPECK'ICATIDNS. ON SHEET 107.00. rr r, FOR PLASTIC PIPE CLASS I BACKFILL MATERIAL CRUSHED GLASS CONFORMING TD THE IN ACCORDANCE WITH SECTION 302 OF THE ROAD SIZE REQUIREMENTS FOR CRUSHER RLN AND BRIDGE SPECIFICATIONS.. AGGREGATE SIZE 25 AND 26 MAY BE USED N PLACE OF CLASS T ®ACKFLL. FOR ALL OTHER PPE REGULAR BACKFILL "MATERIAL rrr'"r IN ACCORDANCE WITH SECTION 302 OF THE ROW BRIDGE SPECFiCATIONS. S�AND INSTALL. (��' PIPE CULVERTS AND STORM SEWERS ON $REFEREN E REFERENCE ROAD *0 BRIDGE CIRC. PIPE BEDDING AND BACKFILL - METHOD "A,, 302 SHEET I OF 4 REVISION DATE 71#t VIRGINIA DEPARTMENT OF TRANSPORTATION 303 H}741 . 1 00 � cCC4C y c = c CI a7 _ n CV > a 0 C C Nt D +�+ 4) Ln LLC t7 W FC SP# 34-18 Rev. No. j Date 5 09/17/2018 1 �F^ RAN Y L. LER Lic. Not 32809 ° 1�`� DATE: 05/26/201.7 SCALE. N/A DESIGNED BY: RLK FILE NO. 3015L SHEET 07,02 17-14 0 �I E- 41 � o I --I E E- 0 in }--, � H LL rT, z W z Rev. No. j Date 5 09/17/2018 1 �F^ RAN Y L. LER Lic. Not 32809 ° 1�`� DATE: 05/26/201.7 SCALE. N/A DESIGNED BY: RLK FILE NO. 3015L SHEET 07,02 17-14 I *! r.. E r, GENERAL CONDITIONS - COUNTY CODE COMPLIANT LANDSCAPE PLAN SCOPE OF WORK Y ! THE LANDSCAPE CONTRACTOR SHALL. PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT TO COMPLETE ALL LANDSCAPE WORK AS ,I 1� SHOWN ON THE PLANS AND SPECIFICATIONS. r •� C NOTE: IF CONTRACTOR BIDS ACCORDING TO THE PLANT LIST, HE/SHE SHOULD THOROUGHLY CHECK THE PLANT LIST QUANTITIES WITH C '�' G "'00 +� 1 f 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 ALL PLANT MATERIAL WILL CONFORM TO THE CURRENT ISSUE OF THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE 1 AMERICAN NURSERY & LANDSCAPE ASSOCIATION (ANLA).PLANT MATERIAL MUST BE SELECTED FROM NURSERIES THAT HAVE BEEN E INSPECTED AND CERTIFIED BY STATE PLANT INSPECTORS.COLLECTED MATERIAL MAY BE USED ONLY WHEN APPROVED BY OWNER'S REPRESENTATIVE. NOMENCLATURE WILL BE IN ACCORDANCE WITH HORTUS III BY L H BAILEY X 3" MULCH NO MORI THAN VON ROO' BALL & 6" BACK FROI TREE TRUNI 4" HIGH X 8' WIDE SOI BERM BEGINNINGA PERIPHERY 0 ROOT BAL. REMOVE TWINE, ROPI WIRE. & BURLAP FROI TOP OF ROOT BA BOTTOM OF ROOT BAL RESTS ON EXISTING 01 RECOMPACTEDSON 1 1 1 SUBSTITUTIONS: PRE-BID { r IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO MAKE EVERY REASONABLE EFFORT TO FIND THE PLANTS SPECIFIED BY THE *N�p ` LANDSCAPE ARCHITECT. THE LANDSCAPE CONTRACTOR MAY OFFER SUBSTITUTIONS TO 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 A SELECTED PEST -PRONE PLANT. 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 F { 1 UNAVAILABLE, AN APPROPRIATE SUBSTITUTION MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE. UTILITIES AND UNDERGROUND FEATURES I 1 THE LANDSCAPE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AND/OR THE GENERAL CONTRACTOR IN ADVANCE OF CONSTRUCTION TO LOCATE UTILITIES. j TREES AND/OR SHRUBS SHALL NOT BE PLACED WITHIN FCSA EASEMENTS IF THERE IS A CONFLICT WITH UTILITIES AND THE PLANTING, THE LANDSCAPE ARCHITECT / DESIGNER SHALL BE RESPONSIBLE FOR RELOCATING PLANTS PRIOR TO THE PLANTING PROCESS. ANY COST DUE TO RELOCATING AFTER PLANTING SHALL BE BORNE BY THE OWNER, IF PLANTS ARE TO BE INSTALLED IN AREAS THAT SHOW OBVIOUS POOR DRAINAGE, AND THE PLANTS ARE INAPPROPRIATE FOR 1 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 I COST, OR THE PLANT SELECTION MODIFIED BY THE LANDSCAPE ARCHITECT 1 DESIGNER TO ACCOMMODATE THE POOR DRAINAGE. WARRANTY f1 � - 5 GbTHE STANDARD WARRANTY IS FOR ONE (1) YEAR PERIOD, EXCLUDING BULBS, SOD AND ANNUALS, COMMENCING ON THE DATE OF INITIAL j ACCEPTANCE. ALL PLANTS SHALL BE ALIVE AND IN SATISFACTORY GROWTH AT THE END OF THE GUARANTEE PERIOD. ANY MATERIAL + a► THAT IS 25% DEAD OR MORE SHALL BE CONSIDERED DEAD AND MUST BE REPLACED AT NO CHARGE. A TREE SHALL BE CONSIDERED DEAD oN UP WHEN THE MAIN LEADER HAS DIED BACK, OR 25% OF THE CROWN IS DEAD. REPLACEMENTS SHALL BE MADE DURING THE NEXT PLANTING PERIOD. REPLACEMENTS SHALL BE OF THE SAME TYPE, SIZE AND QUALITY AS ORIGINAL SPECIES UNLESS OTHERWISE NEGOTIATED. 7 ,y -- •'" �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 QUALITY, 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. W W 1^J W r STANDARDS r, r, G,VT i :;'�, ::;::: :.;'.• A. PLANTS WILL BE IN ACCORDANCE WITH THE CURRENT ANLA'S STANDARDS AND CONFORM IN GENERAL TO �. :.Y. ,...::. REPRESENTATIVE SPECIES. B. BALLED AND B'URLAPPED (B&B) ' : '�; ;..;'•::::::: ' = ' 1. BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM ROOT BALLS FREE OF NOXIOUS WEEDS. THERE SHOULD BE NO EXCESS SOIL ON TOP OF THE ROOTBALL OR AROUND THE TRUNK y :.• f L 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 GROUND LEVEL (UP TO AND : .. INCLUDING 4" CALIPER SIZE ) AN D 12 ABOVE THE GROUND LEVEL FOR LARGER TREES. FOR MULTIPLE -TRUNK TREES, HEIGHT MEASUREMENT SHALL TAKE PRECEDENCE OVER CALIPER, L3 IVIS C. CONTAINER - GROWN STOCK 1. THE SIZE OF CONTAINER -GROWN SHRUBS IS MEASURED BY HEIGHT AND WIDTH OF THE 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 AND WELL DISTRIBUTED THROUGH OUT THE CONTAINER. / r• �' 2. ALL CONTAINER -GROWN TREES AND SHRUBS THAT HAVE CIRCLING (GIRDLING) AND MATTED ROOTS SHALL BE ., C "' , TREATED IN THE FOLLOWING MANNER PRIOR TO PLANTING: SEPARATE THE ROOTS BY HAND, UNTANGLING SO CIRCLING ROOTS WILL NOT DAMAGE FUTURE OF THE PLANT. SEE PLANTING PROCEDURES FOR ALL • \ CONTAINER -GROWN TREES & SHRUBS IN THIS SECTION. Cf 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, F . D. PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING OPERATION. E. ALL PLANT MATERIAL IN TRANSIT SHALL BE COVERED TO KEEP MATERIAL FROM DRYING OUT. THE COVERING SHALL ``* r COMPLY WITH THE STATE AND LOCAL LAWS PERTAINING TO THE TRANSPORT OF MATERIALS. F. TREES SHALL BE PLACED IN AN UPRIGHT POSITION WITH THE ROOT BALL COVERED BY MULCH AND KEPT MOIST. TREES . 4 AND SHRUBS SHOULD NOT BE LEFT ON SITE UNPLANTED FOR MORE THAN 24 -HOURS WITHOUT ADEQUATE WATER TO INSURE ROOT SURVIVAL. PRUNE DOMINANT LEADERS Pd[?TES: 30 15 0 30 60 NOTES: 1. AT PLANTING PRUNE ONLY CROSSING LIMBS, NON-ABRASIVE BROKEN OR DEAD BRANCHES THAT POSE HAZARD TREE TIES 1) ALL PLANTING SHALL CONFORM WITH 165-203.01 - B OF THE FREDERICK COUNTY ZONING ORDINANCE (PLANT TO SITE USERS PER. ANSI STANDARD A 3N, DO NOT LODGE POLE PINE OR SCALE: 1" = 30' SELECTION, PLANTING PROCEDURE, AND MAINTENANCE). CENTER TREE IN P17 & SET PRUNE INTO OLD WOOD ON EVERGREENS. HARDWOOD STAKES TOP OF ROOT BALL 2' 2, CONTRACTOR SHALL MAXIMIZE EXCAVATED AREA 2) ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. ABOVE ADJACENT GRADE, FOR TREE PIT WITHOUT ADVERSELY IMPACTING PREVAILING WIND TRUNK FLARE SHALL BE ADJACENT SITE FEATURES. DIRECTION VISIBLE AT THE TOP OF 3) ANY REMOVAL OF TREES WITHIN OR CHANGES TO THE PHYSICAL MAKEUP OF THE PROPOSED MATURE WOODLAND THE ROOT BALL. DO NOT 3, BACKFILL SOIL MIXTURE: j EXISTING SOIL SCREEN/BUFFER AREAS AS PART OF NORMAL CONSTRUCTION OPERATIONS MAY NECESSITATE THE INSTALLATION OF COVER TOP OF ROOT BALL CLEANED OF DEBRIS (GRAVEL, STICKS, ROCKS, A T TALL EVERGREEN HEDGE, FENCE, OR BERM TO PREVENT THE VISUAL IMPACT OF GLARE AND HEADLIGHTS ON WITH SOIL. AND MIXED WITH i ORGANIC MATERIAL �/ ADJOINING PROPERTIES AND RIGHTS OF WAY AS REQUIRED IN FREDERICK COUNTY Z.O. Section 165-201.01 (13)(a) (COMPOSTED BARK LEAF MOLD OR OTHER IVI N. YYIUIH UI- I Ktt h 1 2 X'S ROOT BALL DIAMETER TREE PLANTING DETAIL NOT TO SCALE PRIOR TO MULCHING TAMP PLANT DEBRIS PROCESSED TOA POINT OF SOIL FIRMLY AROUND PEAT MOSS MAY NOT BE USED.) ROOT BALL WITH FOOT October Glory Maple PRESSURE IN 6' LIFTS SO 4. CONTRACTOR SHALL LEGALLY REMOVE THAT ROOT BALL DOES EXCESS SOIL & DEBRIS FROM SITE NOT SHIFT. 4 2" cal, B&B 5. DO NOT PLACE MULCH IN CONTACT WITH Ginkgo biloba (male) STEM OF TREE. MULCH MUST BE 6" AWAY FROM 5 TREETRUNK Ms 6. TRUNK FLARE MUST BE VISIBLE WHEN PLANTED Star Magnolia 7. IF TREE STAKING REQUIRED REFER TO TREE 2" cad, B&B STAKING DETAILS. Quercus alba "ALL PLANTS MUST BE WATERED TWICE: ONCE ORIGINAL GRADE AT INSTALLATION & AGAIN WITHIN 48 -HOURS FINISHED GRADE OF INSTALLATION. ROUGHEN 1 LOOSEN SOIL ON SIDES OF PLANTING HOLE. BACKFILL SOIL MIXTURE FOR ENTIRE TREE PIT AREA & ROOT BALL DEPTH FIRM SOIL IN 8" LIFTS UNDISTURBED SUBGRADE PLAN VIEW )N -ABRASIVE RUBBER TIES, 3UND THE TREE, THROUGH EACH ;TED AND SECURED TO THE MANNER WHICH PERMITS TREE AND SUPPORTS THE TREE IN )NDITIONS r LODGE POLE PINE OR STAKES SET OUTSIDE ROOT BALL. TION SHALL NOT INTERFERE WITH. BRANCHES, IND GUYING MAY BE ONLY :D WHERE SITE CONDITIONS EIR USE. CONDITIONS WHERE D GUYING MAY BE NECESSARY TO ,BILITY INCLUDE WINDY STEEP SLOPES. OR WHERE MAY BE OF CONCERN. R GUYS WILL BE INSTALLED USING ACCEPTED ARBORICULTURE TREES SHALL STAND LEVEL TER STAKING. ION WILL INGLUDE THE REMOVAL ING AND GUYING MATERIAL ONE INSTALLATION. ANY HOLES .#FTER REMOVAL OF STAKES SHALL BE FILLED WITH TOPSOIL. 4. REFER TO DETAILS FOR TREE PLANTING DECIDUOUS TREE STAKING INFORMATION NOT TO SCALE LANDSCAPE CALCULATIONS 1, INTERIOR LANDSCAPING: 1 TREE PER 10 SPACES, 11 SPACES / 10 = 1 TREES REQUIRED 1 TREES PROVIDED 2. PERIMETER LANDSCAPING: 35,607 SF OF ADDITIONAL IMPERVIOUS AREA 1 TREE PER 2,000 SF OF IMPERVIOUS PAVEMENT UP TO 100,000 SF = 21 REQUIRED TREES 42,951 SF x (1 TREE 12,000 SF) = 22 TREES PROVIDED TOTAL PARKING LOT LANDSCAPE TREES REQUIRED = 22, TOTAL TREES PROVIDED = 23 *IMPERVIOUS AREA TOTALS BASED UPON THE DIFFERENCE BETWEEN EXISTING AREA OF IMPERVIOUSNESS FOR LOTS 11, 12 & 159S (PROJECT COMPONENTS ON ALL 3 LOTS) AND THE PROPOSED AREA OF IMPERVIOUSNESS ASSOCIATED WITH THIS PROJECT, OPEN SPACE CALCULATIONS 15% MINIMUM OPEN SPACE REQUIRED 36.5259 ACRES" (SITE AREA x 15% = 5.48 ACRES REQUIRED) 18.92 ACRES PROVIDED 136.5259 ACRES (SITE AREA) = 51.8% OPEN SPACE PROVIDES] PLANT SCHEDULE ABB BOTANIC NAME COMMON NAME QUANTITY SIZE PROPOSED TREE PLANTINGS Ar Acer rubrurn 'October Glory' October Glory Maple 4 2" cal, B&B Cc Cercis canadensis Eastern Redbud 4 2" cal, B&B Gb Ginkgo biloba (male) Ginkgo Tree 5 2" cal, B&B Ms Magnolia stellata Star Magnolia 3 2" cad, B&B Qa Quercus alba White Oak 3 2" cal, B&B Qr Quercus rubra Red Oak 4 2" cal, B&B 23 Tree Plantings "W) o E css a N N U J •� WO) zM 7, `r r^ 3 a = C LL z v, Z;4 LLA Z W c� z FC SP# 34-18 Rev. No, Date 5 09/17/2018 H opt, RAN L 6ER Lic,No . 32809 0 0-16pa -26, , , .10L 'G DATE: 05/26/2017 SCALE: 1" = 50' DESIGNED BY: RLK FILE NO. 301.5L SHEET C8.01 1'7-14 W F E_ z >� 0 I� LL z z x Rev. No, Date 5 09/17/2018 H opt, RAN L 6ER Lic,No . 32809 0 0-16pa -26, , , .10L 'G DATE: 05/26/2017 SCALE: 1" = 50' DESIGNED BY: RLK FILE NO. 301.5L SHEET C8.01 1'7-14 DESCRIPTION The Galleon" wall LED luminaire's appearance is complementary with the Galleon area and site luminaire bringing a modern architectural style to lighting applications. Flexible mounting options accommodate wall surfaces in both an upward and downward configuration. The Galleon family of LED products deliver exceptional performance with patented, high -efficiency AccuLED Optics`°, providing uniform and energy conscious lighting for parking lots, building and security lighting applications, SPECIFICATION FEATURES ^q` Construction lumen maintenance expected at Driver enclosure thermally 60,000 hours. Available in standarc isolated from optics for optimal 1A drive current and optional thermal performance. Heavy 1200mA, 80omA, and 600mA drive wall aluminum housing die-cast currents. with integral external heat sinks -1 to provide superior structural Electrical rigidity and an IP66 rated housing. LED drivers are mounted for ease Overall construction passes a 1.SG of maintenance. 120-277V 50/60Hz, vibration test to ensure mechanical 347V or 480V 60Hz operation. integrity. UPLIGHTiNG: Specify 480V is compatible for use with with the UPL option for inverted 480V Wye systems only. Drivers mount uplight housing with are provided standard with 0-10V additional protections to maintain dimming. An optional Eaton IP rating. proprietary surge protection 7- module is available and designed Optics to withstand 10kV of transient Choice of thirteen patented, high- line surge, The Galleon Wald efficiency AccuLED Optics. The LED luminaire is suitable for optics are precisely designed to operation in -3090 to 4090 ambient shape the distribution maximizing environments. For applications efficiency and application spacing. with ambient temperatures AocuLED Optics create consistent exceeding 40'C, specify the HA distributions with the scalability (High Ambient) option. Emergency to meet customized application egress options for -2090 ambient requirements. Offered standard in environments and occupancy 4000K i+1- 275Ky CCT and minimum sensor available. 70 CRI. Optional 3000K, 500CK 1s" and 6000K CCT. Greater than 90% 1.12 L--15-11118.1400mmj--j 4_12-1/0" 13Dammj---J HOOK -N -LOCK MOUNTING BATTERY BACKUP AND THRU-BRANCH BACK BOX McGraw -Edison Mounting Gasketed and zinc plated rigid steel mounting attachment fits directly to 4" j -box or wall with the Galleon Wall "Hook -N -Lock" mechanism for quick installation. Secured with two captive corrosion resistant black oxide coated allen head set screws which are concealed but accessible from bottom of fixture. Finish Housing finished in super durable TG IC polyester powder coat paint, 2.5 mil nominal thickness for superior protection against fade and wear. Standard colors include black, bronze, grey, white, dark platinum and graphite metallic. RAL and custom color matches available. Consult the McGraw -Edison Architectural Colors brochure for the complete selection, Warranty Five-year warranty. FIT•N Yt44dMide +www.designlights.org DESCRIPTION The Galleon" LED luminaire delivers exceptional performance in a highly scalable, low -profile design. Patented, high -efficiency AccuLED Optics" system provides uniform and energy conscious illumination to walkways, parking lots, roadways, building areas and security lighting applications. IP66 rated and ULIcUL Listed for wet locations. SPECIFICATION FEATURES Construction Extruded aluminum driver enclosure thermally isolated from Light Squares for optimal thermal performance. Heavy -wall, die- cast aluminum end caps enclose housing and die-cast aluminum heat sinks. A unique, patent pending interlocking housing and heat sink provides scalability with superior structural rigidity. 3G vibration tested and rated. Optional tool -less hardware available for ease of entry into electrical chamber. Housing is IP66 rated. Optics Patented, high -efficiency injection -molded Accu LED Optics technology. Optics are precisely designed to shape the distribution maximizing efficiency and application spacing. AccuLED Optics create consistent distributions with the scalability to meet customized application requirements. Offered standard in 4000K, I+/- 275K) CCT Iii CRI. Optional 3000K, 5000K and 6000K CCT, DIMENSIONS DIMENSION DATA Electrical LED drivers are mounted to removable tray assembly for ease of maintenance. 120-277V 50/6OHz, 347V 60Hz or 480V 6oHz operation. 480V is compatible for use with 480V Wye systems only. Standard with 0-10V dimming. Shipped standard with Eaton proprietary circuit module designed to withstand lOkV of transient line surge. The Galleon LED luminaire is suitable for operation in -409C to 40°C ambient environments. For applications with ambient temperatures exceeding 4090, specify the HA (High Ambient) option. Light Squares are IP66 rated. Greater than 90% lumen maintenance expected at 60,000 hours. Available in standard 1A drive current and optional 600mA, 80OmA and 1200mA drive currents (nominal). Mounting STANDARD ARM MOUNT; Extruded aluminum arm includes internal bolt guides allowing for easy positioning of fixture during mounting. When mounting two or more luminaires at 909 and 120° apart, the EA extended arm may be required. Refer to the 16" nmi GWC GALLEON WALL LUMINAIRE 1-2 Light Squares Solid State LED WALL MOUNT LUMINAIRE 1 ■ CERTIFICATION DATA uUcUL Listed LM79 I LM80 Compliant IP66 Housing ISD 9001 Design Lights Consortiums Qualified* ENERGY DATA Etectrunic LED Driver .0.2 Power Factor <20% Total Harmonic Distortion 120-277V/50 & MHz, 347V/64Hz, 480V/60Hz -30°C Minimum Temperature 40^C Ambient Temperature Ratans ISHIPPING DATA Approximate Net Weight: 27 lbs. fs2 2 kgs.! a•' M F' TD514017E N August 15, 2017 10:00AM McGraw -Edison arm mounting requirement table. Round pole adapter included. For wall mounting, specify wall mount bracket option. QUICK MOUNT ARM: Adapter is bolted directly to the pole. Quick mount arm slide into place on the adapter and is secured via two screws, facilitating quick and easy installation. The versatile, patent pending, quick mount arm accommodates multiple drill patterns ranging from 1-112" to 4-718". Removal of the door on the quick mount arm enables wiring of the fixture without having to access the driver compartment. A knock -out enables round pole mounting. Finish Housing finished in super durable TG IC polyester powder coat paint, 2.5 mil nominal thickness for superior protection against fade and wear. Heat sink is powder coated black. Standard housing colors include black, bronze, grey, white, dark platinum and graphite metallic. RAL and custom color matches available. Warranty Five-year warranty. Number of ^q` -13� a" Weight 6-13/64" 1159mml I Width 2.1/2" 13mml optional Arm ifis- �15 15/16" [3esmml €43mml McGraw -Edison Mounting Gasketed and zinc plated rigid steel mounting attachment fits directly to 4" j -box or wall with the Galleon Wall "Hook -N -Lock" mechanism for quick installation. Secured with two captive corrosion resistant black oxide coated allen head set screws which are concealed but accessible from bottom of fixture. Finish Housing finished in super durable TG IC polyester powder coat paint, 2.5 mil nominal thickness for superior protection against fade and wear. Standard colors include black, bronze, grey, white, dark platinum and graphite metallic. RAL and custom color matches available. Consult the McGraw -Edison Architectural Colors brochure for the complete selection, Warranty Five-year warranty. FIT•N Yt44dMide +www.designlights.org DESCRIPTION The Galleon" LED luminaire delivers exceptional performance in a highly scalable, low -profile design. Patented, high -efficiency AccuLED Optics" system provides uniform and energy conscious illumination to walkways, parking lots, roadways, building areas and security lighting applications. IP66 rated and ULIcUL Listed for wet locations. SPECIFICATION FEATURES Construction Extruded aluminum driver enclosure thermally isolated from Light Squares for optimal thermal performance. Heavy -wall, die- cast aluminum end caps enclose housing and die-cast aluminum heat sinks. A unique, patent pending interlocking housing and heat sink provides scalability with superior structural rigidity. 3G vibration tested and rated. Optional tool -less hardware available for ease of entry into electrical chamber. Housing is IP66 rated. Optics Patented, high -efficiency injection -molded Accu LED Optics technology. Optics are precisely designed to shape the distribution maximizing efficiency and application spacing. AccuLED Optics create consistent distributions with the scalability to meet customized application requirements. Offered standard in 4000K, I+/- 275K) CCT Iii CRI. Optional 3000K, 5000K and 6000K CCT, DIMENSIONS DIMENSION DATA Electrical LED drivers are mounted to removable tray assembly for ease of maintenance. 120-277V 50/6OHz, 347V 60Hz or 480V 6oHz operation. 480V is compatible for use with 480V Wye systems only. Standard with 0-10V dimming. Shipped standard with Eaton proprietary circuit module designed to withstand lOkV of transient line surge. The Galleon LED luminaire is suitable for operation in -409C to 40°C ambient environments. For applications with ambient temperatures exceeding 4090, specify the HA (High Ambient) option. Light Squares are IP66 rated. Greater than 90% lumen maintenance expected at 60,000 hours. Available in standard 1A drive current and optional 600mA, 80OmA and 1200mA drive currents (nominal). Mounting STANDARD ARM MOUNT; Extruded aluminum arm includes internal bolt guides allowing for easy positioning of fixture during mounting. When mounting two or more luminaires at 909 and 120° apart, the EA extended arm may be required. Refer to the 16" nmi GWC GALLEON WALL LUMINAIRE 1-2 Light Squares Solid State LED WALL MOUNT LUMINAIRE 1 ■ CERTIFICATION DATA uUcUL Listed LM79 I LM80 Compliant IP66 Housing ISD 9001 Design Lights Consortiums Qualified* ENERGY DATA Etectrunic LED Driver .0.2 Power Factor <20% Total Harmonic Distortion 120-277V/50 & MHz, 347V/64Hz, 480V/60Hz -30°C Minimum Temperature 40^C Ambient Temperature Ratans ISHIPPING DATA Approximate Net Weight: 27 lbs. fs2 2 kgs.! a•' M F' TD514017E N August 15, 2017 10:00AM McGraw -Edison arm mounting requirement table. Round pole adapter included. For wall mounting, specify wall mount bracket option. QUICK MOUNT ARM: Adapter is bolted directly to the pole. Quick mount arm slide into place on the adapter and is secured via two screws, facilitating quick and easy installation. The versatile, patent pending, quick mount arm accommodates multiple drill patterns ranging from 1-112" to 4-718". Removal of the door on the quick mount arm enables wiring of the fixture without having to access the driver compartment. A knock -out enables round pole mounting. Finish Housing finished in super durable TG IC polyester powder coat paint, 2.5 mil nominal thickness for superior protection against fade and wear. Heat sink is powder coated black. Standard housing colors include black, bronze, grey, white, dark platinum and graphite metallic. RAL and custom color matches available. Warranty Five-year warranty. Number of ^q` -13� a" Weight EPA Light Stquares Width Standard optional Arm with Ann with Arm' (1'28) -1 Arm Length Length.' tilos.) (SqFt.J 1.4 15-1f2' 7" t0" 33 (384mm) 11 78M 1254mml 115.0 kgs.! -1 5.6 21.58" 7- to" 44 1.00 (549mm) 117emm) (254mml (20.0 kgs.) D 7.8 27-W" 7- 13" 54 1.07 (702mm) (178mm) 1330mml {24.5kgs.1 -1 9-10 33-314" 7" 1s" 63 1.12 (857mm) 1178mm1 1406mm) 128.8kgs.j NOTES: 1.0plional arm longtti to boused when mounting two fixturas of e0` on a single pole. 2. EPA calculated with optional arm length ETN DRILLING PATTERN TYPE "N- 314" Ilernml -I Diamater 2" Hale 5tmml 4_718" [22mml 1.3M" 3J m 1 -12)9116" [14mm] Diameter Holes • www. Cesrgn I i g ht s.org GLEON GALLEON LED 1-10 Light Squares Solid State LED AREAfSITiE LUMINAIRE CERTIFICATION DATA UUcUL Wet Location Listed SO 91701 LM79 / LM80 Compliant 3G Vibration Rated IP66 Rated DesignUghts Consortium"Qualified* ENERGY DATA Electronic LED Driver vD.9 Paws r Factor c20% Total Harmonic Distortion on 50164Hz 347V & 460V 50Hz -40"C Min. Temperature 40°C Max. Temperature 50°C Max. Temperature (HA Option) `'�a Yt116-09.2815:31:55 DXF file created by LitePro 2.029 4n 811012017 10:25:40 AM CALCULATION SUMMARY AREA NAME DIMENSIONS GRID 1 TYPE # PTS SPAC GROUP AVE MAX MIN MAXIMI AVEIMIN Bldg 3 & Garage 883.30x810.10Ft Grade I H -H 2763 10.00 <+> 0.93 14.99 0.00 NIA N/A NFCU Building 3 21702201 LUMINAIRE SCHEDULE TYP I SYMB01. DESCRIPTION LAMP LUMENS MOUNTING/BALLAST LLF QTY B EATON - MCGRAW "FB" (1'28) -1 0 0.90 2 (2) GLEON-AF-04-LED-E1-SL2 C W EATON - McGRAW- `FC" (64) -1 0.85 2 (1) GLEON-AF-04-LED-EI-T4W D EATON - McGRAW- (1) `FD` GLEON-AF-04-LED-E1-T3R (64) -1 0.85 7 AREA SUMMARY SCHEDULE AREA NAME 110 DIMENSIONS LU'MS i <ASMS> WATTS! 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Rev. NO -1 hate 09/17/2018 U RAN L- PLER' LiC. No. 32809 °J 7- S��T-�'a��„ I`1N111V DATE: '05/2+6/2017 SCALE: 1" 50' DESIGNED BY: RLK FILE NO. 3015L SHEET 08.02