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HomeMy WebLinkAbout11-17 Site PlanPian Revisions Date Comment 03-28-2017 Address FCSA 1st Submission Comments 03-31-2017 Address Public Works 1st Submission Comments 04-05-2017 Address FC Planning 1st Submission Comments 04-28-2017 Address FC Planning 2nd Submission Comments 05-04-2017 Airport Approval Comments CALL "MISS UTILITY" VIRGINIA UTILITY PROTECTION SERVICE (VUPS) AT 811 OR 1-800-552-7001,48 HOURS PRIOR TO THE START OF WORK. EXCAVATORS MUST NOTIFY ALL PUBLIC UTILITY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATING OR BLASTING AND HAVE THOSE FACILITIES LOCATED BY THE UTILITY COMPANIES PRIOR TO COMMENCING EXCAVATION, THE EXCAVATOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL COUNTY REQUIREMENTS, VIRGINIA CODE AND REGULATIONS. UTILITY NOTICE REQUIRED Contractors shall notify all public utility operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the operators of underground utility lines appear below. These numbers shall also be used to serve in an emergency condition Water/Sewer: Frederick County Sanitation Authority P.Q. Box 1877 Winchester, VA. 22604 (540) 868-1061 Power: Rappahannock Electric Coop 137 Kelly Court Front Royal, VA 22630 1-800-552-3904 Phone: Verizon P.Q. Box 17398 Baltimore, MD 21297 (301) 954-6282 Gas: Shenandoah Gas Co. P.O. Box 2400 Winchester, VA 22604 (540) 869-1111 FREDERICK COUNTY. VA SP# 11-17 PIN# 64-11-11 I VICINITY IAP SCALE: i" = 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 N meeter Sheet Title RNo ev. Rev. Date CO.01 Cover Sheet -- -- C1.01 General Notes and Legend 2 05--042017 C1.02 Boundary and Existing Topo w C1.03 Demolition Plan Ol 03-28-2017 C2.01 E&S Phase I -A 02 03-31-2017 02.02 E&S Phase I -B 02 03-31-2017 C2.03 E&S Phase Il 02 03-31-2017 C2.04 E&S Narrative 02 03-31-2017 02.05 E&S Details C4.01 Overall Plan 01 03-28-2017 C4.02 Geometry Plan 01 03-28-2017 C4.03 Geometry Plan 01 03-28-2017 04.04 Utility Plan 02 04-28-2017 C4.05 Utility Plan 01 03-26-2017 C4.06 Grading Plan 01 03-28-2017 C4.07 Grading Plan 01 03-28-2017 C4.08 Pavement Plan 04.09 Life Safety Plan C5.01 Overall BMP Plan 02 03-31-2017 C5,02 Overall SWM Plan C5.03 SWM Pond -A 02 03-31-2017 05.04 SWM Pond -A Underground Storage Details 02 03-31-2017 C5.05 Underground Storage Details 02 03-31-2017 C5.06 BMP Bioretention A & B C5.07 BMP Biorention C C5.08 BMP Bioretention D C5.09 BMP Bioretention E 02 03-31-2017 C6.01 Waterline and Sanitary Sewer Profiles 02 04-28-2017 C6.02 Storm Sewer Profiles and Computations 01 03-28-2017 C7.01 SITE Details C7.02 FCSA Details 01 03-26-2017 C7.03 VDOT Details CB.01 Landscape Plan 3 04-28-2017 C8.02 Landscape Plan Details & Notes E-101 Site Lighting Photometric Plan E-102 Site Lighting Photometric Plan E-103 P5 Level Photometric Plan E-501 Details - Electric E-502 Details - Electric APPROVALS rw� Q r� V 0 z ` Y Q IL IL z RAY' I )E,R,, Lic, NO, 328��I �`F' OAA" DATE: FEB. 28, 2017 SCALE: N/A. DESIGNED BY: RLK ZONING ADMINISTRATOR DATE FILE NO. 3015L THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY SKEET C0.D1 STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR - TO CONSTRUCTION 17-01 11,_Zw W z UJz w rw� Q r� V 0 z ` Y Q IL IL z RAY' I )E,R,, Lic, NO, 328��I �`F' OAA" DATE: FEB. 28, 2017 SCALE: N/A. DESIGNED BY: RLK ZONING ADMINISTRATOR DATE FILE NO. 3015L THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY SKEET C0.D1 STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR - TO CONSTRUCTION 17-01 GENERAL NOTES MOT GENERAL NOTES Be,. j.., P9, 2!113 PROJECT NOTES LEGEND 1. Greenway Engineering, Inc, (GE) issued this plan set based on project criteria dictated by the client and municipal codes. This plan set is not considered complete orappropriate for P P P1. Vl. All work on this project shall conform to the current editions of and latest revisions to FREDERICK COUNTY BUILDING INSPECTIONS NOTES ANSI parking spaces provided as required per T1106.1. Van spades, at minimum, r - EXISTING INTERMEDIATE CONTOUR construction until ALL necessaryagencies have given approval AND this plan set is signed and $ $ PP P $ the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion Sediment Control Regulations, require an unloading area of 8' with 8' of parking or 5' of unloading space with 11' q g P g g P �� ,_ � EXISTING INDEX CONTOUR 331 e � m r E m a a sealed by a licensed professional. Any work, planning, scheduling, material purchases and/or and and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the of parking. PROPOSED CONTOUR 400 c a N V ° R m a �+ construction prior to approvals and licensed/professional sealing will be performed at the risk Standards or Specifications and Regulations, the most stringent shall govern. P 13 g g 2. Accessible parking and unloading shall not exceed 2% slope (1:48}. Accessible route ' '- m w = .__ of the personnel authorizing work. GE shall be held harmless from and costs, time delay and/or material changes incurred on work started before this plan set receives approvals and V2. All construction shall comply with the latest U.S. Department of Labor, Occupational shall extend from parking and unloading area to accessible route to main entrance" EXISTING EDGE OF PAVEMENT ---------- _ cn o w I Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Accessible route with max 5% slopes shall be provided from parking/unloading to PROPOSED EDGE OF PAVEMENT �,� a . - p 2. Methods and materials used in the construction of the improvements herein shall conform to Rules and Regulations. main entrance. EXISTING CURB AND GUTTER ----------- m c 1�1 S current County Construction Standards and Specifications and/or current VDOT Standards and Specifications. V3. When working within VDOT right-of-way, all traffic control, whether permanent or 3. Buildings shall comply with the Virginia Uniform Statewide Building Code (VUSBC) PROPOSED CURR AND GUTTER = n 3, The Engineer shall not have control over or charge of and shall not be responsible for tem Drat shall be in accordance with the current edition of VDOT's p y Work Area Protection Manual. A transportation management plan needs to be submitted for approval and land Sections 311, S Storage of the International Building Code 2012, the 2012 g g / International Fire Code and ICC A117.1-3-09 Accessible and Usable Buildings TRANSITION TO REVERSE CURB •- c m u - d F construction means, methods, techniques, sequences or procedures nor for safety precautions q q P y P use permit issued prior to any execution of work within the VDOT right. a way. theVDOT and Fa and Facilities. EXISTING TELEPHONE LINE--T----r----r----r--- and programs in connection with work shown on these plans. The Engineer is not responsible for the contractor's schedules or failure to Garry out the work. The Engineer is not responsible V4 The developer shall be responsible for relocating, at his expense, any and all utilities, 4. Proposed five story parking garage shall meet the height and area limitations of PROPOSED TELEPHONE TUNE rT503. for acts of omissions of the contractor, subcontractor, or their agents or employees, or any other person performing portions of the work. including traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private / public utility companies" It is the sole responsibility of the developer to locate and identify 5. Building sprinkler systems are to be identified on plans. EXISTING STORM SEWER WITH INLET d -n �.�:� rn•' .0�.00� 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. 6, All structural plans submitted for permit application shall be sealed by a VA Design PROPOSED STORM SERER WITH INLET inspection/testing service to insure construction compliance with these plans and specifications. VDOT approval of these plans does not indemnify the developer from this responsibility. Professional. - II057IIG SANITARY SEWER WITH IiANHOLE - _--- s s -- - It is GreenwayEngineering's recommendation that a third art ins ection testin service be party P / g employed to ensure that is completed and materials installed meat the details V5. Desigen features relating to field construction, regulations, and control or safety of traffic 7. Special inspection requirements of Chapter 17 o€ IBC shall a 1 to the structure p P q p Pp y PROPOSED SANITARY SEWER WITH MANHOLE 5 `,� project and specifications in these plans. may a subject to change as deemed necessary by VDOT. Any additional expense incurred shown an lens. soils, compaction, concrete, steel, etc. P ( p ) 8. A is I as a result of any field revision shall be the responsibility of the developer. geotechnical report required for this project per Uniform Statewide Building PROPOSED SAN. LAT. CLEANOUT 5. The location of existing utilities shown in these plans are taken from existing records. It shall Code, Section 1803�9 + be the contractors responsibility to verify the exact horizontal and vertical location, of all existing utilities as needed prior to construction. The contractor shall be responsible for the VB. If required by the local VDOT Land Development Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the EXISTING ELECTRIC SERVICE--E--------`-----E-- - -E-E W digging of all test holes that may be required, whether recommended or not by these plans, tocontractor WINCHESTER REGIONAL AIRPORT AUTHORITY NOTES: PROPOSED ELECTRIC SERVICE Z determine the location If from (s), various County agencies, utility companies and VDOT prior to initiation of 1. In the Code Virginia, Section 15.2-2294, the FAA, the exact and elevation of existing utilities. any conflicts arising this if during the work. accordance with of and FISTING GAS LINE -----c----�- - -•'- - W existing utility verification or course of construction, any object of an V7. The contractor must file a notice of proposed construction, FAA form 7460-1 with the FAA PROPOSED GAS LINE G G unusual nature is encountered, the contractor shall cease work in that area and immediate] y notify Greenway Engineering at (540) 662-4185 and/or the proper authority. Greenway contractor shall notif the local VDOT Land Develo ment Office when work is to be in �' P g" or cease for any undetermined length of time. VDOT requires and shall receive 48 hours for any temporary construction equipment to include cranes, derricks, etc. if they intend to operate at a height greater than the proposed structure or 60' above the EIISTING WATERLINE W/ TEE--w----w----w}�{ ww__ - Q UJ 0 Engineering or any engineer associated with these plans shall not be responsible or liable for advance notice prior to any required or requested inspection. ground for a maximum height of 727 AMSL. The FAA will conduct an airspace PROPOSED WATERLINE W/ TEE W W Z any construction cost that may be associated with the installation or reinstallation any utility or other improvements if not notified of any discrepancies between actual Held conditions and V8 The contractor shall notify the Traffic Operations Center at 540 332-9500 for an y P ( ) traffic control that impacts a VDOT Interstate Primary obstruction analysis and notifythe contractor in writing of their determination. The g take the FAA their EXISTING FIRE HYDRANT/VALVE/METER ® W !� the approved plan. 6. The approval of these plans in no way relieve the developer, the contractor, or their agents of plan maintained or roadway o provide notification of the installation and removal of the work zone. review process can several weeks and until completes study, construction equipment cannot be used at the site if it exceeds that maximum as PROPOS® FIRE HYDRANT/VALVE/METER O) any legal responsibility which may be required by the code of Virginia or any other ordinance V9. The contractor shall be responsible for maintaining a VDOT permitted temporary stated. PROPOSED REDUCER w enacted by the County nor does it guarantee the issuance of any required permit by the construction entrance(s) in accordance with Section 3.02 of the Virginia Erosion and 2• All cranes will be required to have an aviation obstruction flag and/or obstruction County, VDOT or any other Agency. Sediment Control Handbook. Furthermore, access to other properties affected by this light visible during operations and must be lowered at night unless lit. Intended PROPERTY LINE 7. An approved set of plans and all applicable permits must be available at the construction site project shall be maintained through construction. hours and dates of operation should be coordinated with David Foley, operations ERISTDNG EASEMENT ----- at all times during construction. A representative of the developer must be available at all times. VSD. Contractor shall ensure adequate drainage is achieved and maintained on the site during supervisor Winchester regional airport authority no less than 48 hours prior to start. PROPOSED EASEMENT 8. Prior to the initiation of any land disturbing activities the Developer, the Contractor or the and at the end of construction. 3. Outdoor lighting should be shielded and amber in color in order to minimize light pollution to pilots approaching the Winchester airport. PROPOSED CENTERLINE Responsible Land Disturber shall obtain a land Disturbance Permit from the County Engineer's 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 4. Any trees planted as part of the landscaping should be of the type that are slow 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 drainage facilities at conflict growing with a maximum mature height not to exceed the elevation of the proposed EXISTING TREE LINE the construction site as required by law. They shall also be responsible for obtaining and maintaining on site a Stormwater Pollution Prevention Plan (SWPPP). The approval of these plans points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the building to avoid future airspace obstructions. g p 5, Controlled burningshould be prohibited due to the close proximity to the runway p P y FLOW LANE in no way relieves the developer or his agent of the responsibilities contained in the Virginia attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate e and since the property is within the Plight pattern of the Winchester airport, FENCELDNE- Erosion and Sediment Control Handbook, design can be determined by the engineer and approved by VDOT. Unsuitable materials should be hauled away from the construction site appropriately. 9. The Developer or his agent shall be responsible for obtaining any required permits from the B.FAA Form 7460-2, Notice of Actual Construction or Alteration, must be a -filed within 5 EXISTING UTTLITY POLE/GUI E WIRE Virginia Department of Environmental Quality (DEQ) or the United States Army Corp of Engineers V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a days after the construction reaches its greatest height or if the project is abandoned. EXISTING TELEPHONE PEDESTAL Q for any plan wetland disturbance as shown on these plans. They shall also be responsible the VDOT representative prior to placement of fill. A VDOT representative shall be present to identification and delineation of any wetlands that may be present on the construction site. insure the soil samples) obtained for CBR's is representative of the location. When soil SIGNS 10. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment rior to entering public streets, and it is the contractors responsibility to clean P $ P p y samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards procedures. s anproce FREDERICK COUNTY DEPARTMENT OF PLANNING & DEVELOPMENT NOTES -GARAGE PARKING: PARKING INDICATOR INDICATES MNUMBER OF TYP, PARIONG SPACES 1. Per the Frederick County Department of Planning & Development Zoning streets, allay dust, and to take whatever measures are necessary to insure that public streets are maintained in a clean, mud and dust free condition at all times. Determination Letter - Parking Requirements Navy Federal Credit Union dated April 11, A permit must be obtained from the Office of the Resident Engineer, Virginia Department of V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in accordance the lift thicknesses, density 21, 2017 and signed by Zoning Administrator Mark R. Cheran; this project meets the HANDICAP PARMG Transportation (VDOT) and Frederick County prior to any construction activities within existing with and moisture requirements as specified in the current VDOT Road and Bridge Specifications. Certified intent of Section E65-202.01 A (2) of the Frederick County Zoning Ordinance. The space / travel isle dimensions the be VEHICIM DAY COUNT 100 State right-of-way or for construction entrances on to the site. copies of test reports shall be submitted to VDOT daily, unless specified otherwise. parking within structural parking garage may PER 12. The developer will be responsible for any damage to the existing streets and utilities which 9'x18' spaces with a minimum 24' drive aisle. W occurs as a result of his construction project within or contiguous to the existing V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans PROPOSED BUILDING ENTRANCE E-+ right -of -wap. and/or as specified by VDOT. STORMWATER MANAGEMENT NOTES: Q U 13, Warning signs, markers, barricades or flagmen should be in accordance with the State and Federal Manual on Uniform Traffic Control Devices MUTCD . ( ) V16, A est installation visual video camera inspection shall be conducted b� the Contractor p / p I. ACF Environmental R -tank and Focal Point specifications and installation guide are available at www.acfenvironmentaLum. SANITARY MANHOLE IDENTIFIER 1, +- 14. The exact location of all guard rails and paved ditches will be determined by VDOT personnel. "A joint inspection will be held with the Developer, County Representatives, and Representatives on all pipes identified on the plans as storm sewer Pipe and a select number of pipe culverts. For pipe culverts, a minimum of one pie installation for each size of each 2. The contractor shall adhere to the manufactures current standard, specifications and E_ <� W ill ',7 material type will be inspected or ten percent ofthetotal amount for each size and installation instructions. of the Virginia Department of Transportation (VDOT) to determine if and where guard rail ditches be The developer be for material type summarized. Allpipe installations an the plans not identified as storm sewer he STORM DRAIN STRUCTURE IDENTIFIER Q and/or paved will needed. will responsible providing guardrail and ditches determined by this inspection." Refer to Virginia Department pipe shall considered as culvert pipe for inspection purposes. Additional testing may a required as directed by the Area Land Use Engineer or their representative. LIGHTING NOTES: Q paved as joint of 1. All proposed lighting will be downcast, full cutoff, and conform to Frederick County EXISTING SPOT ELEVATION )(735'4 Z Transportation (VI)OT) Guard Rail and Paved Ditch Specifications. 15. All unsuitable material shall be removed from the construction limits of the site lain before P V17. The installation of any entrances and mailboxes within any dedicated street Zoning Ordinance Section 165-201,07 requirements. 8 q i 355- PROPOSED SPOT ELEVATION 5 d "" placing embankment. placing right--of--way shall meet VDOT minimum design standards and is the responsibility of the X a in w 16. All pavement sections shown on these approved plans are based on a minimum CHR value of 4 developer. LIGHT POLE W E- C% and are for preliminary design only. Final pavement design shall be based upon actual field tested CBR values. The Contractor or Developer shall be responsible for field tests per VDOT P P P V18. Prior to VDOT acceptance of any streets, all required street si nage and/or pavement p g markings shall be installed by the developer in accordance the Manual On Uniform FCSA CONSTRUCTION NOTES Ey V) Z O standards to obtain actual CK3R values for final design. Final pavement designs will be approved with Traffic Control Devices. /7 T /r d� PRO Et,T INFORIYIATION �' ♦ / G,+ r�- 1. The Authority's Water and Sewer Standards and Specifications are available at by VDOT and/or the Owner/Developer, which ever applicable, prior to installation. ww�r.fosa-water.com. �L 17. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The V19. The developer shall provide the VDOT Land Development Office with a list of all material sources rias to the start of construction. Coples of all invoices far materials PARCEL IDENTIFICATION NO: 64-11-11 (INSTR.# 170002409) a W pipe shall be minimum 6" diameter and conform to VDOT standard SB -1. 18. When grading is proposed within easements of utilities, letters of permission from all involved P t utilized within any dedicated street right-of-way must be rovided to the local VDOT Land p 2• The contractor shall adhere to the Authority's standards and specifications in effect at the time STREET ADDRESS: Building 1: 141 SECURITY DRIVE Building 2: 146 SECURITY DRIVE Q w Q Py W W companies must be provided to the County Public Works Department prior to issuance of Development Office prior to acceptance of the work. Unit and total prices may be obscured. of construction. Parking Garage: 200 SECURITY DRIVE W radio and/or site development permits. grading / P P 19. Notification 3. The contractor shall coordinate with and arrange for inspection by the Authority. PROJECT SITE AREA: 35.3876 ACRES Z W shall be given to the appropriate utility company prior to construction of water V20. Aggregate base and subbase materials shall be placed on subgrade by means of a DISTURBED AREA: 12.66 ACRES and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines. mechanical spreader. Density will be determined usingg the density control stripp in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A 4. The contractor shall connect a new sewer line to an existing manhole by core drilling the manhole. CURRENT ZONING: M1 20. The Developer and/or Contractor shall be responsible to supply all utility companies with certified compaction technician shall perform these tests. Certified copies of test reports CURRENT USE: PARKING/COMMERCIAL / copies of the roved plans and advise them that all grading shall conform to the roved P PP P $ ng PP shall be submitted to VDOT dail unless specified otherwise. In addition to checking stone depths, a VDOT representatives ail be ed and the opportunity to be & A new water (or forced sewer) main shall be connected to an existing main by a wet PROPOSED USE: PARKING (GARAGE & AT GRADE) /COMMERCIAL v plans, and further that the utility companies shall be responsible for horning these plans and given present the 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 63-07, 30-09, 25-10 19-12, 24-13, 24-14 LL the finished grades in the installation of their utility lines. for Wet Tap shall be submitted and the initial fee paid before tap is made. lA MAXIMUM BUILDING HEIGHT: 60 21. All utilities to be located underground. V21. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT PROPOSED BUILDING HEIGHT: MAX 56,00', 61.33' TO ELEVATOR ROOF 22. Contractors shall notify operators who maintain underground utility lines in the area of Road and Bridge Specifications. Density shall be determined using the density control strip & Exact locations of water and sewer services on new lines are to be coordinated with the The 1.33' height above the maximum 60' height is to proposed excavating or blasting at least two (2) working days, but not more than ten (10) as specified in Section 315 and VTM-78. A certified compaction technician shallperform Authority's inspector. accommodate mechanical equipment for the parking working days, prior to commencement of excavation or demolition. these tests. Certified copies of test reports shall be submitted to VDOT daily, unless garage structure (elevator). 23. The developer will be responsible for the relocation of any utilities which is required as a 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 present during the construction and testing of the control strip. 7, The Authority's maintenance division shall furnish and install all water meters through REQUIRED SETBACKS PROVIDED SETBACKS PARKING SETBACK 2 inch in size. It is the contractor's responsibility to have the meter box assembly FRONT: 75' FRONT: 123.0' FRONT: 25' 24. All parking lat/street light and dry utility design shall be performed and provided separately by others. All dry utility and or lighting information shown hereon is as specified by others V22. In accordance with Section 302.03, the foundations for pie culverts thirty-six(36)installed inches and larger shall be explored below the bottom the to determine the correctly. Before a permanent meter is installed: a. The meter box, with its frame and cover, trust be properly aligned with the SIDE: 25' SIDE: 273.4' SIDE: 5' REAR: 25' REAR: 211.7' REAR: and is included for informational purposes only, as directed by the Owner, Developer and/or of excavation type and condition of the foundation. The contractor shall report findings of foundation coppersetter. 5' public agency requirements. Greenway Engineering has not performed the lighting and/or dry exploration to the engineer and VDOT for approval prior to placin pipe, Foundation b. The frame and cover shall be set to final grade. NO SIGN IS BEING PROPOSED WITH THIS PROJECT utility design and does not warrant and is not responsible for the degree and/or adequacy of designs shall comply with VDOT Road and Bridge Standard PB -1. Where soft, yielding, or C. The distance between the top of the cover and the coppersetter shall be illumination on this project or the adequacy of the dry utility to service the site, 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 foundation stabilization shall be determined by the engineer and approved by VDOT. between 18 and 21 inches. d. ALI components of the meter box assembly shall be in proper working order_ FAR CALCULATION: TOTAL LOT AREA � 35.3878 ACRES / F.A.R. = 0.160 (w/bldg 3: 0.201) the current standards and specifications of the Frederick County Sanitation Authority. TOTAL FLOOR AREA - Building 1 = 111,754 SF 26. All stormwater piping and structures shown on these plans are only accurate to the inlet or 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 these plans in accordance with VDOT's installation criteria. Final approval of the guardrail 8. For services that connect to existing lines: a. The Authority shall furnish and install: - Building 2 = 27,024 SF - Parking Garage = 107,468 SF to GreenwayEngineering. Actual pipe alignments will be based upon developed structural shop g• g• P�P $ P P P(FUTURE) layout to be given by VDOT after grading is mostly complete. 1. all 5/8"x3/4", 1", I Ufa" and 2" water services - Building 3 = 83,369 SF drawings as provided by the manufacturer. Contractor shall make adjustments to pipe all nments base on provided shop drawings. Greenway Engineering will not be held responsible g P P g Y g� g F V24, Approval of these plans shall expire five (5) years from the date of the approval letter. 2. all sewer services, b. The owner/developer shall: TOTAL FLOOR AREA = 246,246 SF (5.66 ac) TFA with Bldg 3 = 309,605 SF (7.11 ac) or liable for any discrepancies or changes caused by the structural design, Contractor may V25. VDOT Standard CG -12 Curb Ramps shall be installed where indicated on these plans 1. coordinate (or have the contractor coordinate) the location of the service submit shop drawings to Greenway Engineering for review and approval at contractor's expense. and/or as specified by VDOT. lateral with the Authority's engineering assistant PARKING CALCULATIONS ( 1 SP/250 SF OFFICE) SPACES NEEDED Rev No. Date Shop drawings will be reviewed for compliance with design plans. The Owner or Developer will be responsible for any redesign as a result of structural shop drawing design. V26. The foundations for all box culverts shall be investigated by means of exploratory 2. submit an Application for Service and pay the required fees. PARKING SPACES REQUIRED: BUILDING 1 SF = 106,769 SF 427.08 SP a os-oa-2a17 27. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor AASHTO-7799, ASTM -D698, or VTM-1 as applicable. Density shall be borings advanced below proposed foundation elevation to determine the type and condition of the foundation. The contractor shall submit U ies of borehole lags and report findings 9. All water service lines must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard number 1015 or 1013. BUILDING 2 SF = 54,048 SF = 216 SP PARKING GARAGE = NO ADDITIONAL PARKING RE REQUIRED certified by a registered professional engineer and results submitted to Frederick County prior of foundation exploration to the engineer and VD T for approval prior to constructing box. Foundation designs shall. comply VDOT Road Bridge Standard PH -1. Contrary to (FUTURE) BUILDING 3 SF = 184,898.2 SF = 739.59 SP TH O 'F� to pavement construction. If a geotechnical report has been prepared, it should supersede the with and the Standard, where rock is encountered and cast -in-place box is proposed, the thickness 10. All fire linea must have a backflow prevention assembly (detector double check valve or Total Parking Required = 1,383 spaces requirements in this note, 28. Refer to Geatechnical Engineer for methods, materials and details for construction of all mss of bedding shall be six (6) inches. Where soft, yielding, or otherwise unsuitable foundation RPZ, as required). The assembly shall meet ASSE standard number 1048 or 1047. Any ADA SPACES REQUIRED BUILDING 1 = 9 SPACES g earthwork activities. encountered, the foundation design and/or need for foundation stabilization shall be g / determined by the engineer and approved by VDOT, exterior, privately owned fire line shall also have a fire service meter. The assembly shall be y installed immediately before the backflow Radio BUILDING 2= 7 SPACES r � 29. An ictal a 2 t. or rester in height s 1 require the c y mag wall i g gh hal r q h issuance of a separate building prevention unit read remotes are required. PARKING GARAGE = 36 SPACES (2% OF GARAGE TOTAL) RANllYK PLEB permit. 3O. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be at the construction site. 11. The Authority shall review the mechanical lar s for design and material approval of a y P () $ PP building's: (FUTURE) BUILDING 3 = 1 Total. HC Parking Required = 53 spaces d LIC. NO, 32809 "F% 0 `)- X1>!`i`f provided 31. These plans identify the location of all known gravesites. Gravesites shown an this plan will a" domestic water meter and its backflow prevention device, and/or its PARKING SPACES PROVIDED: BUILDING 1 � S "�I0 be protected in accordance with state law. hi the event gravesites are discovered during b. fire service line's backflow prevention device. = 447 SPACES construction, the owner and engineer must be notified immediately. BUILDING 2 = 258 SPACES 32. Individual sign permits will be required from the Zoning Office for all free standing and/or 12. DEQ must also approve sewer pump stations. FCSA requires a copy of DEQ's Certificate to PARKING GARAGE = 1,607 SPACES DATE: FEB. 28, 2017 facade signs prior to erecting the sign and may require a separate building permit.. Operate and a copy of the stations DEQ approved 0&M Manual. These documents must GARAGE SURFACE PARKING= 180 SPACES be received before substantial completion is issued and water meters released. (FUTURE) BUILDING 3 = 20 SPACES Total Spaces TRIP GENERATION DATA* OCT 2G11 Provided = 2,512 Spaces ADA SPACES PROVIDED: BUILDING 1 = 17 SPACES BUILDING 2 6 SPACES PARKING GARAGE = 25 SPACES GALE: N/A �+ FIRE MARSHALS NOTE CLASS USE WEEKDAY PEAK HOUR VPD 710 General Office 11.03/1000sf AM-1.56/100Osf 0 additional FCSA PROJECT INFORMATION DESIGNED BY. RLK Fire lane markrnzs and sfenage• Any 'No Parking' signs and yellow painted curb locations will be installed GARAGE SURFACE PARKING= 0 SPACES (FUTURE) BUILDING 3 = 7 SPACES WATER AND SANITARY SEWER USAGE Calculation of demand/discharge NO ADDITIONAL EMPLOYEES WITH THE CONSTRUCTION OF TIED WATER DEMAND FILE NO. 3015L by field inspection at the direction of the Fire Marshal's Office. PARKING GARAGE *Residential: 0 gpd per connection Total HC Spaces Provided= 55 Spaces * DATA PROVIDED BY ITE TRIP GENERATION MANUAL, 9TH ED. VOL. 3: Data 2012" CODE R.EY: 710 'Commercial: 0 gpd per 1.000 of SHEET 01.01 'Industrial: 0 gpd & 10 persons per acre OPEN SPACE CALCULATIONS: 17-01 1ry-0req1 f NO NEW EMPLOYEES WITH THIS PLAN SUBMITTAL SO NO ADDITIONAL TRAFFIC PROPOSED SEWER DISCHARGE Sewer discharge equals water demand REQUIRED - 25% = 5.30 ACRES; PROVIDED - 54% = 19.4 ACRES I11 l t J I a 7, LL — s r Tl� J �oSJ 1 — 2r ` \ 1 VU DEMO CURS AND 1 I J �` • PARKING SPACES \ 1 ,/ � �• \ � f l � / �° DEMO EX. WATER P - I � I- 1 � / W r r✓ i� L l / s / �ti FCSA REQUIREME v5 I \ I j f- z W Lu 0 60 �. _/ DEN �sT ROPIRE er \ r } / \ \ 1 1OCAT Df REY TO,EE RELOCATEDI REPIAGEYI I DtM IPS I f f f l f co > /�/ DEMOpIPEd Z r 1 I 11 1 \ \ \ 1 \ \ \ INLET E- EX. FORGEMAIITO BE ! // l 1 I I f f o c� LOCATED/ REPLACED 4 Il / / r/r/,f / � w /,� QQ 91 DEIO- MO ARg� \ �r . , ! 11 1 \I �/ •. '� __ f/ ! ! � �-- I f� ��. '`1\� � \1\\\� -!� �J/, -1 \✓r\ I I� l � \ \ � � � \ � `\ 1 Y I � - �, ~ - � .� � � � � ti - �' -� .� - - -- � � � `�- __�_` � / I J � � � � ,, ,n4 � � ` - ,� ,� ,� y 1\\ �• �- ��� � � �� r /- � ., 411,E ` ��- �1D Ex�oDgMDPIP ti J 1 4 } y \ \ \Map�aEs er/ ti P \ BIO-RETENTIOrJ AREA \` } \ \ — — — 1 1 \ } \ 6 \1 1 111\\ \\.,\41 ° (f Rev. No. nate 01 89-28-2017 rH of r RA Y L. PPLER 4 �: 1 I I } �� '� e `-� f ti r � - � \ ♦ 1 \ l I I � I p� �. III � I 1 y �"O' >_ic• N0.32809 \ o i�- f-�\_ r �l�- t 1 //, '� �l `- -� -- --` --� 1 1 } V\ } } I } } l I l I V I I I + I I I } I "CONAL �.t ��ti�� DATE: FEB. ze, 2017 NOTES: SCALE: 1" = 30' 1. ALL ITEMS TO BE DEMOLISHED SHALL BE DONE SO A$ TO ENSURE EXISTING SERVICES REMAIN IN OPERATION DURING DEMOLITION AND CONSTRUCTION. 2. DEMOLITION SCHEDULE SHALL BE SET BY THE CONTRACTOR. THIS SHEET IS TO DELINEATE, AT MINIMUM, ITEMS REQUIRING REMOVAL FOR CONSTRUCTION. 3. THE SANITARY GRAVITY SEWER AND FORCE MAIN SHALL BE COMPLETELY REMOVED ALONG WITH THEIR ASSOCIATED STONE BACKFILL AREAS UNDER THE THE LEGEND DESIGNED BY: RLK LOCATION OF THE PROPOSED STORM WATER MANAGEMENT POND. TRENCH SHALL BE PROPERLY BACKFILLED AND COMPACTED TO 95% TO PROTECT FROM ANY SHORT CIRCUITING OF SWM DRAINAGE I SEEPAGE ALONG THE OLD SANITARY RUN. PAVEMENT DEMOLITION FILE NO. 3015L 4. EXISTING 810 -RETENTION AREAS SHALL BE DEMOLISHED IN FULL. INCLUDING FILTER SOILS AND UNDER -DRAIN MATERIALS. AREA SHALL BE BACKFILLED WITH 30 15 0 30 60 STRUCTURAL FILL OR AS DIRECTED IN THE SPECIFICATIONS TO THE APPROPRIATE COMPACTION RATE. SHEET 01.03 _ STORM PIPE DEMOLITION SCALE: 1" = 30' 1701 SEDIMENT TRAP COMPUTATIONS ,f EROSION/SEDIMENT CONTROL LEGEND WETSTORAGE DRYSTORAGE TOP NO. KEY SYMBOL DESCRIPTION DRAINAGE STORAGE STORAGE DEPTH VOLUME VOLUME SURFACE VOLUME VOLUME SURFACE BERM BERM OUTLET CLEANOUT LENGTH OF W S TRAP AREA REQUIRED PROVIDED p1 AREAAJ PROVIDED REQUIRED DIMENSION DEPTH D2 AREAA2 PROVIDED REQUIRED DIMENSION EXCAVATED HEIGHT WIDTH HEIGHT HEIGHT OUTLET GRAVEL � N 9 N $ NO. (ACRES) (CU. FT.) (CU. FT.) (FT.) (SQ. FT.) Vi (CU. FT.) (CU. FT.) (FT. x FT.) (FT.) (SQ. FT.) V1 CU. FT.) (CU. FT.) (FT. x FT.) DEPTH (FT.) H (FT.) W (FT.) Ho(FT. (FT.) TYPE WEIR (FT.) 3.02 CE TEMPORARY GRAVEL m N 0 I CONSTRUCTION ENTRANCE _ c 1 2.4 8684 9723.4 2.75 1859 4345 4342 143 X 13 2.0 3519 5378 4342 153 X 23 2.8 3.0 2.5 2.0 1.5 GRAVEL 15 _ I I• ) 2 1.1 3980 11101 4.0 1703 4250 1990 Irregular 3.0 _ 2952 6851 1990 Irregular 4.0 4.0 Z.5 3.0 2 GRAVEL 7 3.05 5F X- X - X SILT FENCE c _ o c I I f 3 1.7 1 6151 29962.4 1 2.0 7062 1 12705 1 3075.5 1 Irregular 2.0 14154 17957 3075.5 Irregular 2.0 3.0 2.5 2.0 1 GRAVEL 11 o T Notes: 1. The reclined storage volume is based upon 134 cu. yds. Per acre (or3618cu. ft. peracre)=80%�� trap efficiency. x . SUPER SILT FENCE` L 0 I J 2. V1= 0.85 x D1 x Al (Volumes for irregular shaped basins were computed by Carlson Civil Pond/Pit Volume Report)75 r c } i 3. V2= [(Al+AZ)/21 x D2 (Volumes for irregular shaped basins were computed byCarlson Civil Pond/PitVolume Report) 3,09 DD TEMPORARY DIVERSION DIKE �r 4. Total drainage area Is used to design the outlet structure of the trap.~ 1 / 5. Construction of the sedimenttrap shall be in accordance with the latestversion of the VA Erosion & Sediment Control Handbook. } 1 s - ' 3.13 ST®� fI s 1 J1,Y �i TEMPORARY SEDIMENT TRAP LCC LCC �� 3.18 OP OUTLET PROTECTION .20 3cr zT �--4 ROCK CHECK DAMS - -a 'W - �• LIMITS OF CLEARING &GRADING 3.32 PS PERMANENT SEEDING z ik 111 Uj z I DRAINAGE DIVIDES a I 1 ` ' \� \ 1 �� � � \ � � r � ` I �� i + ! ^ ' � 'a'r'm. 1 .- '�J ` s; ♦ f -i CRITICAL SLOPE -CRITICAL SLOPE TO BE SEEDED, MULCHED � W AND TACKED MTHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START mi Rev. No. j Date 1 U2 05-91-•2017 �AY L. & ER Lic. No. 328o9 cox [ DATE: FEB. 28, 2017 [ SCALE: 1" = 50' DESIGNED BY: RLK FILE NO. 3015L 100 ij SHEET C2.01 17 -Cil ! I II I �I I I I �Ip I I Ii 111 ° 1' �I n EROSION/SEDIMENT CONTROL LEGEND NO. KEY SYMBOL DESCRIPTION 3.02 CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 55X�c SMART FENCE* \ 3.07 P STORM DRAIN INLET PROTECTION 3.1 jT TT_f TT V 3., \ w� w 3.3 � - - � � � F � �� � J � �_� � � � � i p � .yam•' // > \�} `yI� 1 i �� � � f� l� � / 1 rT T#� � }1 � `\\ � \\ \ \ \\ \\ � � \4` � � � % �"/ U � ` � � 11 1 � �'- 1 w;°i'iw. "` ��- � \ � � �' , �• a r T� � i j � �1 � � p } \ \a N' �- �-� \ }��•e\ �. / r.?�� �, / 1. 1 � �. T � `' � � '� / "'4v: � � - �t - � I � !�'� +�` � I- �// � � f� T-•�- � � Ti /l � � / , � � 11 J! JI Jl l �/ ✓, - _ I \ 1 \ �} \ \ \\ \ / / 1� 11 ✓ \\` srR a sw naaAe -� UNR�oROUNO", J�-TANKS (SEE 3 1SSF NOTE) p y, 1 41 /f! / /// - iJ l J'J I�_ •f 1 ,1 { 1 1 1 1 1 J 1 I I II l J I ! LOCK QPENING$--� (SEE NO #7J J } l 1 \ \ \ �� e`. \� / �---�-��i~\ \\,\\ � �` �' r ! /� ��/. � Iti•.,', 1 � � + i., :-\111 ,*\ /c'f /JJ I / J �� ! J / 1 I \ \ 0 �'\ \1 ��`. \ �\\ \ 1l \1 - `ti i / / } �'�', 'f �r%��\�� � \ } sl �� •. tiJ f/`�J ( J d ( J � I/ I 1 1 � � e � •l \ \ \ \ \ \ - �� / f / / i "`� I r r • � � -�� '� J 1 J J I I I ._.sw poNti�a^ i�/l \ \ \ T `',,�, �,�'ti l 1 I �-' � r _ -•- - - _ - _~� _- b ( J l J J ff �/ j/ � / AREA T,0 ST 1 V "�.�� `1 v I ✓ i I J l� 1 I P I 1 ! I �l =2.4 A DRY TORAG � �� � � �- �•''�\ � � ,� A � `+u � �� ,, - 19 I I � I I V } � I d I � 11 \• `° T s0 GE (Al -)III. Bas I I p n '�y �p C �;IE \��.%� � �, ` \ I 1 \ L I C ►� iyllly. }l"}} 1 1 tM1 i1}' IIi.I{SII V� v 7a�� vl..' � -_ - 1 :vA� M1 } 1 �•y}lJt I i II i t r\ A �` 1 _ \\ 11l i f I } I1 S �\ /� 1 \ \�• \ \ -- / ?�1\`�' /1� 1 I 11� 111 p } "11111 1 n 1 1 1 1 \ \ � L } OFID \\ � \ \ � l / /��yy �ti�\— � `' -'� o ♦ �, �� �.�.� f 11(�� '�`_ �- ..� I �� 11 �i� }',� .I 1 1 - I I �J t � � I SEr CITE � `. 1 � � a e 1 / � � \ � \ � \ ' } \ `` l „ ` f �►I,� I 4 I III ! 1 1 1 I�� } 1 \ \ \ \ \ \ \ \ � 1 \ \ l 1 1 1 1 I ,, \ \`, —• / 1J \ \ \ \ \:��_—_�_\ L'` �.� �`� �-- - ® =_.�£ -"-••�' >5T`Y ' J� i �/ (1... � I', r 1}I 1111 � 11 14 � 11 11 11 11 � 1 11 870. \1 664- 662- LE 4 Bsz- OFEASURb .����� ���---�__��.��.�`'� 4SE: TE ,� ���111 11 w� 11 � X1111 1111 'k\\� \vvv�v OUBLE OF E$S MEAS I , {SEE NOTE FOR PHASE I EROSION AND SEDIMENT CONTROL ONLY!! r S CIP CULVERT INLET PROTECTION 9 pD� TEMPORARY DIVERSION DIKE 3 TEMPORARY SEDIMENT TRAP 8 OP OUTLET PROTEC110N --LIMITS OF CLEARING & GRADING 2 PS PERMANENT SEEDING <_ DRAINAGE DIVIDES CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS, NOTES: 1. A CURRENT VSMP IS ACTIVE FOR THIS SITE TO REMOVE THE STOCKPILE AREA. GEN nL PERMIT NC VAR106156. ALL E&S CONTROLS ARE TO BE REMOVED PER THAT PERMIT PRIOR TO INSTALLING THIS PLANS E&S. THE EXISTING STOCKPILE SHOWN IS TO BE RESTORED BACK TO APPROXIMATE ORIGINAL CONTOURS PRIOR TO ANY EARTH DISTURBANCE ASSOCIATED WITH THIS PLAN. 2. DRAINAGE DIVIDES ARE SHOWN BASED ON ANTICIPATED FUTURE DEVELOPMENT. 3. SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOIL STABILIZATION BLANKETS (EC -2). 4. *UTILIZE DOUBLE ROW OF E&S MEASURES WITH A COMBINATION OF SILT FENCE OUTER PERIMETER AND SUPER SILT FENCE INNER PERIMETER. SUPER SILT FENCE MAY BE SUBSTITUTED WITH ACF ENVIRONMENTAL SMART FENCE OR FILTREXX COMPOST FILTER SOCK WITH VARIANCE FROM FREDERICK COUNTY, 5, CONTRACTOR TO COORDINATE WITH FREDERICK COUNTY FIELD INSPECTOR FOR ADDITIONAL E&S MEASURES BELOW EXISTING POND W7PROPOSED SWM POND °A° IF INSPECTOR DETERMINES ADDITIONAL MEASURES ARE NEEDED TO PREVENT SEDIMENT FROM LEAVING SITE. 5, R -TANK NOTE; UNDERGROUND TANKS HAVE THE CAPACITY TO HANDLE LOADING ONCE MINIMUM COVER OF 20" FOR R -TANK HD AND 16" FOR R -TANK SD IS PROVIDED, AT NO TIME SHALL CONTRACTOR LOAD THESE TANKS PAST THE MANUFACTURER'S SPECIFICATIONS OR INSTALL WITH METHODS OTHER THAN THOSE PROVIDED IN THE MANUFACTURER'S INSTALLATION GODELINES. 7. CARE SHALL BE TAKEN TO PREVENT SEDIMENT FROM ENTERING R -TANKS BLOCK ALL OPENINGS (INFLOWIOUTFLOW PIPES & GRATE VENTS) TO PREVENT SEDIMENT FROM ENTERING THE TANKS UNTIL THE SITE IS STABILIZED. v0 25 O 50 SCALE: 1" = 50' Q� �z +� Z w W z z Lu0 w V El r-, Q 0 � Q H U Q W WQ W j�z � L Z IRev. No.I Date 1 RANDY L. KEPLEF Lic. NO. 32809 ,LI - J -)AA - Z&,`1-- IDATE: FEB. 28, 2017 I SCALE: I" = 50' DESIGNED BY: RLK FILE NO. 3015L piii SKEET C2.02 1'7-01 RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS, NOTES: 1. A CURRENT VSMP IS ACTIVE FOR THIS SITE TO REMOVE THE STOCKPILE AREA. GEN nL PERMIT NC VAR106156. ALL E&S CONTROLS ARE TO BE REMOVED PER THAT PERMIT PRIOR TO INSTALLING THIS PLANS E&S. THE EXISTING STOCKPILE SHOWN IS TO BE RESTORED BACK TO APPROXIMATE ORIGINAL CONTOURS PRIOR TO ANY EARTH DISTURBANCE ASSOCIATED WITH THIS PLAN. 2. DRAINAGE DIVIDES ARE SHOWN BASED ON ANTICIPATED FUTURE DEVELOPMENT. 3. SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOIL STABILIZATION BLANKETS (EC -2). 4. *UTILIZE DOUBLE ROW OF E&S MEASURES WITH A COMBINATION OF SILT FENCE OUTER PERIMETER AND SUPER SILT FENCE INNER PERIMETER. SUPER SILT FENCE MAY BE SUBSTITUTED WITH ACF ENVIRONMENTAL SMART FENCE OR FILTREXX COMPOST FILTER SOCK WITH VARIANCE FROM FREDERICK COUNTY, 5, CONTRACTOR TO COORDINATE WITH FREDERICK COUNTY FIELD INSPECTOR FOR ADDITIONAL E&S MEASURES BELOW EXISTING POND W7PROPOSED SWM POND °A° IF INSPECTOR DETERMINES ADDITIONAL MEASURES ARE NEEDED TO PREVENT SEDIMENT FROM LEAVING SITE. 5, R -TANK NOTE; UNDERGROUND TANKS HAVE THE CAPACITY TO HANDLE LOADING ONCE MINIMUM COVER OF 20" FOR R -TANK HD AND 16" FOR R -TANK SD IS PROVIDED, AT NO TIME SHALL CONTRACTOR LOAD THESE TANKS PAST THE MANUFACTURER'S SPECIFICATIONS OR INSTALL WITH METHODS OTHER THAN THOSE PROVIDED IN THE MANUFACTURER'S INSTALLATION GODELINES. 7. CARE SHALL BE TAKEN TO PREVENT SEDIMENT FROM ENTERING R -TANKS BLOCK ALL OPENINGS (INFLOWIOUTFLOW PIPES & GRATE VENTS) TO PREVENT SEDIMENT FROM ENTERING THE TANKS UNTIL THE SITE IS STABILIZED. v0 25 O 50 SCALE: 1" = 50' Q� �z +� Z w W z z Lu0 w V El r-, Q 0 � Q H U Q W WQ W j�z � L Z IRev. No.I Date 1 RANDY L. KEPLEF Lic. NO. 32809 ,LI - J -)AA - Z&,`1-- IDATE: FEB. 28, 2017 I SCALE: I" = 50' DESIGNED BY: RLK FILE NO. 3015L piii SKEET C2.02 1'7-01 w V El r-, Q 0 � Q H U Q W WQ W j�z � L Z IRev. No.I Date 1 RANDY L. KEPLEF Lic. NO. 32809 ,LI - J -)AA - Z&,`1-- IDATE: FEB. 28, 2017 I SCALE: I" = 50' DESIGNED BY: RLK FILE NO. 3015L piii SKEET C2.02 1'7-01 -'�♦� i�� , 1 1 J�� II J f EROSION/SEDIMENT CONTROL LEGEND NO. KEY SYMBOL DESCRIPTIONID N o cNNw 3.02 CE TEMPORARY GRAVEL J ro CONSTRUCTION ENTRANCE N� `m �I j i 3.05 SF X- X— X SILT FENCE J I L 1 y SFS x SUPER SILT FENCE* Ill r r r 1 1 I I f � U cL c LL ! 1 i I `1 3.07 IP==@==STORM DRAIN INLET PROTECTION � r 4 3.08 CdP YG! CULVERT INLET PROTECTION f 1! I I II � • _ � `�, -T— -� _ RARER � �r o 3.15 OP OUTLET PROTECTION 1 yl } s ~l ` TTT�-77I T / / I 3.20 ROCK CHECK DAMS Z L / 1 I --I I 1 w I - \ f \ 3" 4 / i / \\ ♦ LCG - — — --LIMITS OF CLEARING & GRADING W W Z DRAINAGE DIVIDES W 1 \ ` \ 1 I� li o r 1 \ Ir I 1 �\ \ \ ♦ ~ . - d p ) �\ 1 �� ane. \ c - a.a� STK a 33 r I ♦ V .04 9.a0A . 1 ' 9 \ \� SEE E&S NOTES - SHEET C2,04 ~1 �ll \1�\\�� � 1'.1;\ iii / ��) f 4 \ �r 1 � ! �`� / `,` '���\ ♦� �"��� ,+�� ,= is �/ /�Y` /� � `�i�.� � \\0 \0 1 1 \ ♦ � � � ., ! ,F- v � _ ro aT'Ie, r t9 SSP \ � I / i 1" r! ( l � 1 I r \ A \\� \ % %' I I �� ` - °ate 1 A.v vA�\,: /r�frf i l !r ! r) f�) ; / ' f / - RESPONSIBLE LAND DISTURBER NAME: . t + }—\ \.�\ �� y// rte/ ``., J , ♦\♦ ' \ :\\\' c•°'9 !I� I / / / f r I f flf f !! J J CERTIFICATION #; \ \ \ �\ �— — _ _ t . � \ ' - - ♦ � � \ �:. I % / f ,�= J I I % DATE: v / \ ♦ `♦ \ _ 1 f. , /� . , _ _ _ _ �-�— #r. - �' % f� f �i ! ! 'L' I r I f Pr THE RESPONSIBLE LAND DISTURBER { C IS THE PARTY RESPONSIBLE FOR \ , ♦ \` \ \ \ \� // ` / 1 f rl rl' P f /! P J / CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS, 1 \ ,\ ♦ � \ `. ,� \ \ � ` _ ` � \ � '0� �♦ \•`� — --�� � _`�,-�L �\ �� � `� I - 1 � � } I ''' ' l � ! 1 J 1 rJ 1 1 I! L ♦ . ,;._ � � J `1 -BSc �+ f f ! NOTES: 1 �� I \ � � \ ��`♦ \ \ \ / �'• � T©srn.aRo \ ✓ - I. `- / / 1 1 � f I 1 f \ ♦ TR. R RO / ^' ' ♦ J % r _ _ - / ! I I I } I 1. A CURRENT VSMP IS ACTIVE FOR THIS SITE TO REMOVE 77 Ac' THE STOCKPILE AREA. GENERAL PERMIT NO.:VAR10G186. \ \� \ \ ♦ � � I � f f ALL E85 CONTROLS ARE TO BE REMOVED PER THAT v \ \ \\ \ \ \ 1 \ \ %• ~ P \ \ J / / ` PERMIT PRIOR TO INSTALLING THIS PLANS E&S. THE \ `\' ~ '` l �� - '" \♦ r� i> _ / f / ! 1 / f ! / / r EXISTING STOCKPILE SHOWN IS TO BE RESTORED BACK TO APP ROXIMATE ORIGINAL CONTOURS PRIOR TO ANY EARTH DISTURBANCE ASSOCIATED WITH THIS PLAN. 1 I1 1 I ! 1 I / 2. DRAINAGE DIVIDES ARE SHOWN BASED ON ANTICIPATED l \ \ \\ ♦ 1 1 1� \ s ~ /�/\ a rR. N R i c .e \ ` : ! / / P f ! FUTURE DEVELOPMENT. \ 1 1 \I \ \\ 1 \ \ t. / ♦ \ oA ©0 Ac. r> \I 4 1\ ^ \ // I d l I I I 1 II + J / 3. SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOIL STABILIZATION BLANKETS (EC -2). I w 1 \ �• � "\ f � o TR. s Rp ,. ^ / I I I y I I � ) 4, `UTILIZE DOUBLE ROW OF E&S MEASURES WITH A 1 COMBINATION OF SILT FENCE OUTER PERIMETER AND 1 ` , 1 \\ 1� 1 1 SF ♦�\� _ - ` \� J 11� 1� 11 11 Iv r %I f I y } 1 1 II 11 j I yl jjj II y ly SUPER SILT FENCE INNER PERIMETER SUPER SILT FENCE MAY BE SUBSTITUTED WITH ACF ENVIRONMENTAL 4Ac=0.901 JJF = _ 1 �6,,��� - - i - e } 1 1 1 , � y I } 1 I � ` I ` \ \ SMART FENCE OR FILTREXX COMPOST FILTER SOCK 1 WITH VARIANCE FROM FREDERICK COUNTY. L m 5. CRITICAL AREAS TO BE STABILIZED 1 Dfl /m PRIOR TO \ J r / i �( ♦ `: \ \ Z�� INSTALLATION OF BIORETENTION BASINS. I\ ?� f f �' ' ' 1 \ \ \ ♦ ' :\ 1 6. R -TANK NOTE: UNDERGROUND TANKS HAVE THE i, 114 \ 1 1 1 } 1 1 1 1 \ \ CAPACITY TO HANDLE LOADING ONCE MINIMUM \ l� + ) I 'r~'.'` .- ✓ \ \ \ \ f'-' l .`_ / �I I 1 ,� �- 1 //) / f /' / 1 ` , , 1 I 1 I 1 ` \ \ \E \ i✓/—�� ���— y v v 1 �1J91 J GTFR0RD ! �s.! 111, > p'II I J ILIII�l4 0 V �` � � r' � '� ♦ \ 4 + J'l! d 1 � �- / DA � 9.Z6 Ac. I � r )1 ` 1 } I , I �. " \ \ \ '` COVER OF 20" FOR R -TANK NO AND 18" FOR R -TANK SD IS PROVIDED. AT NO TIME SHALL CONTRACTOR LOAD c. 9.90 00,!1}I II 1} 1 t} 1 44 141\ \ \ ` \ �., � �, - \ \ \ � v ! - iiJ� ; C v.1 � } I Jif I y ♦ THESE TANKS PAST THE MANUFACTURER'S 'k, I tt I t 1 I UI I I 1Il 1 y 1 I� y1 11 r \ \ \ \ \ y 1 • 1 r, / -' \�� � t I } } 1 y I I I I I 1 } 1 1 � I 1 1 \ SPECIFICATIONS OR INSTALL WITH METHODS OTHER 1 } \ ♦ I \ � � � \ \ { ♦ ✓ 1 I Jlr I"71 *.\ � f` ! r I � I 1 ` y 11 Irl 1 1 1 y 1 � 1 \\\ \\ ''� \ \I 11 1 I Il f i THAN THOSE PROVIDED IN THE MANUFACTURER'S ' � � \ �• ♦ t ♦ \ \ �,-� \ \ 1 1 � � � / �' 1 � �. << I � y ,�1 I \ 11 1 1 1 \ � 1 i INSTALLATION GUIDELINES. + 1 �' u 1 \ �♦ \ \ /, 1 v- / \\� - 1 I 1 l 1 . 1 I I 11 I + I 1 1 1 f 7. CARE SHALL BE TAKEN TO PREVENT SEDIMENT FROM ENTERINGR-TANKS. BLOCK ALL OPENINGS (INFLOW/OUTFLOW PIPES & GRATE VENTS) TO PREVENT + Br 1 I 1 1 } 1 I 1 I l 1 1 I 1 I I I S ( I I SEDIMENT FROM ENTERING THE TANKS UNTIL THE SITE IS \\ ♦ �\ \ ♦ 1 ` \ 1 a\ \ �� `�� rxlelnt Mra i } I}I -� 1� 1 \ \ 1 1 1 t I STABILIZED. 8, INSTALL RETAINING WALL: THE PROPOSED RETAINING WALL SHALL BE PERMITTED AND COMPLETED PRIOR TO THE INSTALLATION OF THE PARKING GARAGE. THE RETAINING WALL IS NEEDED TO COMPLETE SITE GRADING OF A PREPARED BUILDING PAD FOR THE PROPOSED PARKING GARAGE, CONTRACTOR TO I 11 ;: I I y 1 1 A A 1 1 4 1- / T } } v 1t 11 1 1 1 1 � COORDINATE DESIGN BUILD OF THE RETAINING WALL Rev, No, I Date 1 1 \ \ \ 4 } f _ ~ 1 !NEPLER L. WITH INSTALLATION OF PROPOSED UTILITIES AND SITE U RANDY E GRADING. LiC. ND. 32808 J / f i 1 I I J \ f tl ♦ / — —� \��\\ ��..o y y� 1 11 \ ° Z � / / / / ) % / / ) r '� JI J ♦ `! ! l \\ �' f ff + G ! / fifes/ / I r I `� / \ \: ti —��_ �j / I I r)i41 y ,` 1 \ 1 1 \ \ \♦\\ jDNAL J ./J,r I / l . e ♦ � ' ` �� IEIRI /F DATE: FEB. 28, 2017 I- ; `,` `' = ` ` � � } f 11 SCALE: 3" - 50' DESIGNED BY: RIX � � � � - = � � � - � = � i - � ` --��i }-�"" \ _\ - - - � r `" - � �-' y • ,\ �'�\ ` ` �� _,�i.�111 r, {; l 1 \ 1 1 \ FILE N0. 3015L 50 25 0 50 100 SHEET C2.03 SCALE: 1," = 5O'17-01 rW 4 z 12 S2C!] Ea r -a x W D W � Z L Z Rev, No, I Date 1 1 \ \ \ 4 } f _ ~ 1 !NEPLER L. WITH INSTALLATION OF PROPOSED UTILITIES AND SITE U RANDY E GRADING. LiC. ND. 32808 J / f i 1 I I J \ f tl ♦ / — —� \��\\ ��..o y y� 1 11 \ ° Z � / / / / ) % / / ) r '� JI J ♦ `! ! l \\ �' f ff + G ! / fifes/ / I r I `� / \ \: ti —��_ �j / I I r)i41 y ,` 1 \ 1 1 \ \ \♦\\ jDNAL J ./J,r I / l . e ♦ � ' ` �� IEIRI /F DATE: FEB. 28, 2017 I- ; `,` `' = ` ` � � } f 11 SCALE: 3" - 50' DESIGNED BY: RIX � � � � - = � � � - � = � i - � ` --��i }-�"" \ _\ - - - � r `" - � �-' y • ,\ �'�\ ` ` �� _,�i.�111 r, {; l 1 \ 1 1 \ FILE N0. 3015L 50 25 0 50 100 SHEET C2.03 SCALE: 1," = 5O'17-01 EROSION AND SEDIMENT CONTROL NARRATIVE Description: The project development will consist of the construction of a parking garage, parking lots, Management Strategies: roadways and stromwater management facilities. The property is zoned M1 and is located in Westview Business Centre along Security Drive in Frederick County, Virginia. The total site area is 35,3876 acres, Construction shall be sequenced such that grading operations will begin and and as quickly as of which approximately 12.66 acres will be disturbed for construction. possible.. Date of construction: Construction will begin following plan approval and will take approximately tuvelve (12) months to complete. Existing site conditions: The site is currently a parking lot and stockpile area with stormwater BMP's. Sections of the site are wooded, The site is divided into two major drainage areas one on the west half and the other on the east half. Typical slopes range between 2% and 60% Two existing stormwater ponds and one existing farm pond are on this site. A current VSMP is active for this site to remove the stockpile area. General Permit No.,VAR10G186. All E&S controls are to be removed per that permit prior to installing this plans E&S. The existing stockpile shown is to be restored back to approximate original contours priorto any earth disturbance associated with this plan. Adjacent areas: The site is bounded by commercial property to the north, east and west of same zoning. Property zoned RA is to the south. Offsite areas: No offsite areas will be impacted by this project. Soils: The existing soil conditions were obtained from the NRCS Soils Survey. Referto the soils map this sheet. Critical areas: This site containsstream areas two streams and twoP onds which shall remain outside of the area of disturbance. All areas to be stabilized i00% prior to 'installation of bioretention basins. Erosion And Sediment Control Measures: Unless otherwise indicated, all vegetative and structural erosion and sediment control measures shall be constructed and maintained according to the minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook. Structural Measures: Phase IA: Install Temporary Construction Entrances with Wash Racks (3:02) at the existing parking lot and stockpile access road as shown on the plan to minimize sediment carried onto roadway. Entrances shown on E&S Phase IA plan are approximate - Contractor is to locate existing property access and install entrance accordingly. The parking lot construction entrance and wash rack shall remain throughout all phases of construction. The stockpile access road construction entrance and wash rack will be removed during E&S Phase 0. VDOT has stated they will require construction entrance permits for the two (2) entrances shown on Security Drive. Install silt fence and super silt fence as shown on the plans to intercept and detain small amounts of sediment from disturbed areas during construction in order to prevent sediment from leaving the site Install temporary diversion dikes (3.09) as shown on the plans to divert sediment -laden runoff to the sediment trapping structures. Install temporary sediment traps 1-3 (3.13) as shown on plan as control measures priorto clearing the site. Traps shall detain runoff long enough to allow the majority of sediment to settle out prior to leaving. the site. Sediment traps 1 and 2 shall remain until the Phase II E&S plan. Sediment trap 3 will be removed during the Phase IS E&S plan. Coordinate relecationfdemolition of existing utilities/stormwater structures in locations shown on plans. Seen notes on the Demo Plan, Sheet C1,03, for more detail. Temporary seeding {3.31) andlor permanent seeding (3.32) shall be placed on all critical slopes (3:1or greater) and as needed to stabilize disturbed areas. Phase IS Install Temporary Construction Entrance with Wash Rack (3.02) at the existing parking lot as shown on the plan to minimize sediment carried onto roadway. Entrance shown on E&5 Phase IB plan is approximate - Contractor is to locate existing property access and install entrance accordingly. The parking lot construction entrance and wash rack shall remain throughout all phases of construction - Remove stockpile access road construction entrance and wash rack installed during E&S Phase IA, install silt fence and super silt fence as shown on the plans to intercept and detain small amounts of sediment from disturbed areas during construction in order to prevent sediment from leaving the site. Remove temporary sediment trap 3 (3.13) as shown on plan. Sediment traps 1 and 2 shall remain until the Phase 11 E&S plan. Traps shall detain runoff long enough to allow the majority of sediment to settle out prior to leaving the site, Install Retaining W211: The proposed retaining wall shall be permitted and completed prior to the installation of the parking garage. The retaining wall is needed to complete site grading of a prepared building pad for the proposed parking garage, Contractor to coordinate designlbuild of the retaining wall with installation of proposed utilities and site grading. Nearing completion of the final grade, the storm sewer shall be installed. Culvert Inlet protection (3.08) and inlet protection (3,07) shall be installed on all new inlets throughout the site. Outlet protection (3.18) shall be installed on all outlets as shown on the plan sheets. Coordinate relocationldemoiition of existing utilltieslstormwaterstructures in locations shown on plans. Temporary seeding (3.31) andfor permanent seeding (3.32) shall be placed on all critical slopes 13:1 or greater) and as needed to stabilize disturbed areas. Phase II: Phase IB controls shall remain into Phase It for the duration of the project or until drainage area is stabilized. ALL areas to be stabilized 100% prior to installation of bioretention basins. Nearing completion of the final grade, the remainder of storm sewer shall be installed. Culvert Inlet protection (3.08) and Inlet protection (3.07) shall be installed on all new inlets throughout the site. Outlet protection (3.18) shall be installed on all outlets as shown on the plan sheets. Fill slope surface shall be left in a roughened condition to reduce erosion, see Plate 3.29-4. Contractor shall redirect the concentrated flow away from the fill slope by installing diversion dike and divert the runoff to sediment traps or sediment basins. Temporary seeding (3.31) andlor permanent seeding (3.32) shalt be placed on all critical slopes 13:1 or greater) and as needed to stabilize disturbed areas. `BMPs shall not be installed until their respective drainage area is completed and fully stabilized. Vegetative Measures: Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven (7) days to denuded areas thatmay not be at final grade but will remain dormant for longer than fourteen (14) days. Permanent soil stabilization shall be applied to all areas that are to be left dormant for more than six (6) months. Topsoil that has been stockpiled shall be surrounded with silt fence and protected by mulch andlor temporary vegetation immediately after grading. All earth berms, diversions and sediment trap embankments are to be machine -compacted, seeded and mulched (hay m ulch or straw) for temporary andlor permanent vegetative cover immediately after construction Erosion control mats shall be installed over steep (2:1) cut and fills slope which have been brought to final grade and seeded to protect from rill and gully erosion. The site superintendent shall be responsible for the installation and maintenance of all erosion and sediment control measures. Maintenance of these measures throughout the project is critical to the effectiveness of the program. After areas above controls have been stabilized, the controls shall be cleaned up and removed Electric power, telephone, storm, sanitary. water & gas supply trenches are to be compacted, seeded and mulched within five (5) days after backf0ring, No more than 500 feet are to be open at any one time. All cut and fill slopes are to be seeded and mulched within five (5) days of completion of grading. Drainage swales shall be stabilized with check dams until vegetation has been well established, at which time the check dams shall be removed. Devices listed above are considered minimum erosion and sediment controls. Additional control measures may b e necessary dcontractor h is b. ess ue to phasing or other unforeseen conditions Itis the Y YP g contractors responsibility to provide additional measures to those shown, as neei. in order to control erosion and contain sediment on sits. All measures shall be installed according to the standards and specifications in the Virginia Erosion and Sediment Control Handbook. Stormwater Management: Increased runoff from this development will be controlled by the Project's stormwater management facilities (See regional stormwater management plan for calculations). Maintenance Program Alt control measures shall be inspected daily by the site superintendent or his representative and within 24 hours after any storm event greater than 0.5 inches of rain per 24-hour period. Any damaged structural measures are to be repaired by the end of the day. Seeded areas shall be checked regularly to ensure that a good stand of grass is maintained. All areas shall be fertilized and reseeded as needed until grass is established. Trapped sediment is to be removed as required to maintain 50% trap efficiency and disposed of by spreading on site. Inlet protection shall be checked regularly for sediment build-up. if the gravel outlet is clogged by sediment, it shall be removed and cleaned or replaced immediately. The contractor is responsible for keeping existing public roads in a clean, dust and mud free, condition at all times. Erosion and sediment control program: Phase IA 1. Hold pre -construction meeting on site with inspector. 2. install construction entrances per phase JA 3. Clearing and grubbing for sediment control devices only (Phase IA sediment traps 1.3, diversion dikes. ACF Environmental smart fencelFiltrexx compost filter sock or approved aq us 1). 4. Placement of sediment control devices. 5. Obtain inspector's approval prior to beginning grading operations. 6. Clear and grub main area of site protected by installed E&S controls. Phase IS 7. Remove phase 1A construction entrance and install phase 1B construction entrance. 8. Remove sediment trap 3 in order to install pond and underground storage. 4. Install pond as quickly as possible during extended period of dry weather. 10. Placement of additional sediment control devices. 11. Clear and grub areas north of pond. 12. Rough grade site area north of pond. 13. Install drainage devices with sediment control. Phase 11 14. Rough grade remainder of site. 15install drainage devices with sediment control, 16, Final grading. 17. Restoration and stabilization of disturbed areas. 18, Remove erosion and sediment control measures with the approval of the inspector. ALL areas to be stabilized 100% prior to installation of bioretention basins. Nate: The Frederick County Public Works and Engineering Department retain the right to add andlor modify these erosion and sediment control measures during the construction process, within reason, to ensure adequate protection to the public and the environment. Seeding schedule (soil stabilization) 1. All permanent seeding shall be in accordance with section 3.31 & 3.32 of the VESCH. 2. Spread topsoil at a minimum depth of four (4) inches. 3. Incorporate pulverized agricultural limestone into the topsoil at a rate of 92 lbs. per 1,000 square feet (2 tons per acre). 4.. Fertilize with 10-10-10 fertilizer at a rate of 23 Itis per 1,000 square feet (1,000 lbs per acre). S. Seed all areas with a seed mix consisting of 67% Kentucky 31 Tail Fescue and 33% Red Top Clover. 6. Mulch all seeded areas with straw mulch applied at a rate of 3,500 lbs per acre anchored with cutback or emulsified asphalt applied at a rate of 200 gallons per acre. Dust control: 1. Temporary seeding shall be applied to all disturbed areas subject to little or no construction traffic. 2. All haul roads and other heavy traffic routes shall be sprinkled with water until the surface is wet and repeated as needed to control dust. MINIMUM CONSTRUCTION STANDARDS An erosion and sediment control program adopted with this plan must be consistent with the VSECH for 9VAC25-840-40 minimum standards: 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 14 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2. During construction of the project, soil stock piles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. 3. A permanent vegetative cover shall be established on denuded areas not otherwise PrimanrotiY stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion. 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upslope land disturbance takes place. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6. Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. b. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin during a 100 -year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. 7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. 8. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11. Before newly constructed stormwater conveyance channels or pipes are made operational, adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. 14. All applicable federal, state and local requirements pertaining to working in or crossing live watercourses shall be met. 15. The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: a. No more than 500 linear feet of trench may be opened at one time. b. Excavated material shall be placed on the uphill side of trenches. c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off-site property. d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e. Restabilization shall be accomplished in accordance with this chapter. f. Applicable safety requirements shall be complied with. 17. Where construction vehicle access routes intersect paved or public roads, provisions shall he made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well as to larger land -disturbing activities. 18. 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 sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria. Stream restoration and relocation projects that incorporate natural channel design concepts are not man-made channels and shall be exempt from any flow rate capacity and velocity requirements for natural or man-made channels: a. Concentrated stormwater runoff leaving a development site shall be discharged 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 system, downstream stability analyses at the outfall of the pipe or pipe system shall be performed, b. Adequacy of all channels and pipes shall be verified in the following manner: (1) The applicant shall demonstrate that the total drainage area to the point of analysis within the channel is one hundred times greater than the contributing drainage area of the project in question; or 2 a Natural channels shall be analyzed b the use of a two-year storm to () () Y Y Y verify that stormwater will not overtop channel banks nor cause erosion of channel bed or banks. (b) All previously constructed man-made channels shall be analyzed by the use of a 10 -year storm to verify that stormwater will not overtop its banks and by the use of a two-year storm to demonstrate that stormwater will not cause erosion of channel bed or banks; and (c) Pipes and storm sewer systems shall be analyzed by the use of a 10 -year storm to verify that stormwater will be contained within the pipe or system. c. If existing natural receiving channels or previously constructed man-made channels or pipes are not adequate, the applicant shall: (1) Improve the channels to a condition where a 10 -year storm will not overtop the banks and a two-year storm will not cause erosion to the channel, the bed, or the banks; or (2) Improve the pipe or pipe system to a condition where the 10 -year storm is contained within the appurtenances: (3) Develop a site design that will not cause the pre -development peak runoff rate from a two-year storm to increase when runoff outfalls into a natural channel or will not cause the pre -development peak runoff rate from a 10 -year storm to increase when runoff outfalls into a man-made channel; or (4) Provide a combination of channel improvement, stormwater detention or other measures which is satisfactory to the VESCP authority to prevent downstream erosion. d. The applicant shall provide evidence of permission to make the improvements. e. All hydrologic analyses shall be based on the existing watershed characteristics and the ultimate development condition of the subject project. f. If the applicant chooses an option that includes stormwater detention, he shall obtain approval from the VESCP of a plan for maintenance of the detention facilities. The plan shall set forth the maintenance requirements of the facility and the person responsible for performing the maintenance. g. Outfall from a detention facility shall be discharged to a receiving channel, and energy dissipators shall be placed at the outfall of all detention facilities as necessary to provide a stabilized transition from the facility to the receiving channel. h. All on-site channels must be verified to be adequate. L Increased volumes of sheet flows that may cause erosion or sedimentation on adjacent property shall be diverted to a stable outlet, adequate channel. pipe or pipe system, or to a detention facility. j. In applying these stormwater management criteria, individual lots or parcels in a residential, commercial or industrial development shall not be considered to he separate development projects. Instead, the development, as a whole, shall be considered to be a single development project. Hydrologic parameters that reflect the ultimate development condition shall be used in all engineering calculations. k. All measures used to protect properties and waterways shall be employed in a manner which minimizes impacts on the physical, chemical and biological integrity of rivers, streams and other waters of the state, I. Any plan approved prior to July 1, 2014, that provides for stormwater management that addresses any flow rate capacity and velocity requirements for natural or man-made channels shall satisfy the flow rate capacity and velocity requirements for natural or man-made channels if the practices are designed to i a q P 9 () detain the water quality volume and to release it over 48 hours; (ii) detain and release over a 24-hour period the expected rainfall resulting from the one year, 24-hour storm; and (iii) reduce the allowable peak flow rate resulting from the 1.5, 2, and 10 -year, 24-hour storms to a level that is less than or equal to the peak flow rate from the site assuming it was in a good forested condition, achieved through multiplication of the forested peak flow rate by a reduction factor that is equal to the runoff volume from the site when it was in a good forested condition divided by 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 as defined in any regulations promulgated pursuant to § 62.1-44.15:54 or 62.1-44.15:65 of the Act. m. For plans approved on and after July 1, 2014, the flow rate capacity and velocity requirements of §12.1-44.15.52 A of the Act and this subsection shall be satisfied by compliance with water quantity requirements in the Stormwater Management Act (§ 62.1-44.15:24 at seq. of the Code of Virginia) and attendant regulations, unless such land -disturbing activities are in accordance with 9VAC25-870-48 of the Virginia Stormwater Management Program (VSMP) Regulation or are exempt pursuant to subdivision C 7 of §1L.1 -441 of the Act. n. Compliance with the water quantity minimum standards set out in 9VAC25-870-66 of the Virginia Stormwater Management Program (VSMP) Regulation shall be deemed to satisfy the requirements of this subdivision 19. `W V t� V V _Z IL LL II� Im Z Rev. No. Date 02 03-31-2017 TH pF.y RDY [i Uc. No. 32dog �S10 L O DATE: FEB. 28, 2017 SCALE: N/A DESIGNED BY, RLK FILE NO. 3015L SHEET C2.04 1'7-01 Cutlet Protection Calculations STR. # Outlet Velocity (fps) Pipe Diameter (i n) Top Width (R) Length (ft) Bottom Width (ft) Depth (in) Riprap Type (VDOT Class) 1 6.73 30 10 12-5 10 24 Class I 3 7.38 48 16 20 16 24 Class I 13 6.24 15 5 6.25 5 18 Class AI 18 5.44 15 5 6.25 5 18 Class At 22 7.88 24 8 11 8 24 Class I 26 8.72 18 6 7.5 6 24 Class I g. Outfall from a detention facility shall be discharged to a receiving channel, and energy dissipators shall be placed at the outfall of all detention facilities as necessary to provide a stabilized transition from the facility to the receiving channel. h. All on-site channels must be verified to be adequate. L Increased volumes of sheet flows that may cause erosion or sedimentation on adjacent property shall be diverted to a stable outlet, adequate channel. pipe or pipe system, or to a detention facility. j. In applying these stormwater management criteria, individual lots or parcels in a residential, commercial or industrial development shall not be considered to he separate development projects. Instead, the development, as a whole, shall be considered to be a single development project. Hydrologic parameters that reflect the ultimate development condition shall be used in all engineering calculations. k. All measures used to protect properties and waterways shall be employed in a manner which minimizes impacts on the physical, chemical and biological integrity of rivers, streams and other waters of the state, I. Any plan approved prior to July 1, 2014, that provides for stormwater management that addresses any flow rate capacity and velocity requirements for natural or man-made channels shall satisfy the flow rate capacity and velocity requirements for natural or man-made channels if the practices are designed to i a q P 9 () detain the water quality volume and to release it over 48 hours; (ii) detain and release over a 24-hour period the expected rainfall resulting from the one year, 24-hour storm; and (iii) reduce the allowable peak flow rate resulting from the 1.5, 2, and 10 -year, 24-hour storms to a level that is less than or equal to the peak flow rate from the site assuming it was in a good forested condition, achieved through multiplication of the forested peak flow rate by a reduction factor that is equal to the runoff volume from the site when it was in a good forested condition divided by 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 as defined in any regulations promulgated pursuant to § 62.1-44.15:54 or 62.1-44.15:65 of the Act. m. For plans approved on and after July 1, 2014, the flow rate capacity and velocity requirements of §12.1-44.15.52 A of the Act and this subsection shall be satisfied by compliance with water quantity requirements in the Stormwater Management Act (§ 62.1-44.15:24 at seq. of the Code of Virginia) and attendant regulations, unless such land -disturbing activities are in accordance with 9VAC25-870-48 of the Virginia Stormwater Management Program (VSMP) Regulation or are exempt pursuant to subdivision C 7 of §1L.1 -441 of the Act. n. Compliance with the water quantity minimum standards set out in 9VAC25-870-66 of the Virginia Stormwater Management Program (VSMP) Regulation shall be deemed to satisfy the requirements of this subdivision 19. `W V t� V V _Z IL LL II� Im Z Rev. No. Date 02 03-31-2017 TH pF.y RDY [i Uc. No. 32dog �S10 L O DATE: FEB. 28, 2017 SCALE: N/A DESIGNED BY, RLK FILE NO. 3015L SHEET C2.04 1'7-01 STONE CONSTRUCTION ENTRANCE GRAVEL CURB INLET SEDIMENT BLOCK AND GRAVEL DROP INLET SILT FENCE CULVERT INLET FILTER SEDIMENT FILTER PROTECTION TABLE 3.31-8 ry �° E ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS W m C4 N N u �o• 6w,. Epsrx�o A' ENOWALL. •7' 5 � � WINE SCREEN - CONCRETE BLOCK 'QUICK REFERENCE FOR ALL REGIONS s `Do N h • FL1£R ClOi'H MIXA4CA%£ 9[164 / %}:no "O - a- M,,1,. ME OF nk 12 SIDE ELEVATION - ■ cuuPm Rate a" o x En y 5. m c,•mrNo ��� _- - `r m G- la' MTV. Plarnthng Dates Species (lbs,/acre) - TT /jr r Sept. 1 - Feb. 15 50/50 Mix of Annual Ryegrass ,1.EMENT - (Lollum mutt]-florum) 1 - 1aor 11 EnsmVe axArxAc•� ro•ArcN +`i9 GRAVEL FILTER' 12. RUNOFF WATER WIRE MESH GRAVEL TOE OF FILL L 50 - 100 Cereal Rye (Secal Ce reale) [� CaaRSE AfiT,REf/IE 0 5E➢1M{M rRwr,i,w; 6alxE • "r E.rt©6a Pea,c NrWM I _ FILTERED WATER .n, r :-�. :-. WIRE SCREEN FILTERED WATER IS,IS,FILTER FENCE tl *DISTANCE 15 6` IAWINU4 IF FLOW S TawARn EIIaWRrADHi �FLGw fC4 EARN /A9' PLAN VIEW '-"- °•,",. Feb, 16 - Apr, 30 Anual Ryegrass 60 - 100 Z CVERFLow RUNOFF RATER :IL (LoUium multi-fiorum) LU z WITH SEDIMENT OPTIONAL STONE COMBINATION qz a 6d6 �-GL SEDIMENT wIRTMOPINLET I ,.a' 1.r May 1 - Aug, 31 German Millet 50 (Setaria itallCa) W1-4 r� F4 gyp" SECTION A -A CONCRETE GUTTERTE1I 12"•CURB INLET !,•:°->, SEDIMENT -, `.. • SPECIFIC APPLICATION SPECIFIC APPLICATION g. FLOW Seeding - ' TRES METHOD OF INLET PROTECTION IS APPLICABLE WHERE `r HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB PRETS WHERE PONDING IN FRONT OF TETE STRUCTURE IS NOT LOCELY TO CAUSE CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. �'` `w07 Seed shall be eveni applied with a broadcast seeder, drill, Y PP REiA6aR41:D CONCRETE aauy.sPAOF INCONVENIENCE DR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. /3, d'a57, p5, 1F� cxR �1M17 COMM AGGREGATE crass I RR7/P TO REPLACE SILT FENCE IN HORSESHOE WEN h seeder Or acker cults droseeder, Small P y grains shall be SECTION B -B + GRAVEL SHALL BE VDOT #3, #357 OR p5 COARSE AGGREGATE. HIGH VELOCRY OF FLOW IS EXPEMO planted no more than one Inch deep, Grasses and legumes + GRAVEL SHALL BE VDOT #3, #367 OR 6 COARSE AGGREGATE, shall be planted with no less than 1/4' soli cover, SaRM ANPIFD from 1983 gMkRd 9onalan$ (&r Sal ela3•,011 AIS Sedmxat CAaGa; And Vo AW Pio% 301-1 SOURCE, VA. DSWC PLATE 3.07-6 SOURCE: VA. DSWC PLATE. 3.07-3 3WIRCE: ADAPTED from VOOT Standard Shads and Va. MW PLATE. 3.08-1 PIPE OUTLET CONDITIONS TEMPORARY SEDIMENT TRAP TABLE 3.32-C A A 1'I VARI 1 - POST TEMICNNGTIE RYPOFq 5 FT. METAL T -POST SITE SPECIFIC PERMANENT SEEDING MIXTURES ORIQ Q 2"X2-X30"WOODEN STAKES I -LACED 10, O.C. � FIL7REX}{�SOXX:'"(,2"TYPPCAL) 1 8'TYPICAL LB/FT MINIMUM) FOR APPALACHIAN/MOUNTAIN AREA Total Lbs, Mlrinum Care Lawn Per Acre ado _ FI N. I'D' SLONMIPLACED FILTER MEDIATM A„ WORKAREA A EAT d#E PflOTECTEO 7�7 Commercial Or Residential 200-2550 Lbs, 67 CU. YO./ACRE N .. - Kentucky 31 or, Turf -Type Tall Fescue 90-100% PIPE OUTLET TO FLAT IvrTH ND DEFRNED 41ARMLE' " 7 MIN _.AREA !oil(1.25 a- � Improved Perennial Ryegrass x 0-10% -Kentucky Bluegrass D-10%CHANNELPLnN W CU. YD./ACRE 2z' 10„ HIgh•-Maintenance Lawn L a LE"Uyh1�l nLTER CLOTH ORI.I-L GRCUNO SECTION \-ORANGFIRENCHING Minimum of three (3) up to five (5) varieties of bluegrass from approved list for use In Virginia, 125 lbs. ATTACHMENT POINTS (USING 7ELEV. 'SE€ PLATE 7.13-1 COARSE AGOREGATE'+ CLASS I RIPRAP INDICATOR LINE NYLON TIES OR METAL WIRE) LOCATED AT REINFORCED POST General Sloe (311 Or less) _ P H d TX 2" x 5o" WOODEN STAKES PL4CED IVO ,C, TENSIONING CABLE CHANNEL ATTACHMENT NYLON TIES OR ITYP AT EACH T -POST) METAL WIRE FOR POSTS SHALL BE PLACED BELOW TENSIONING - Kentucky 31 Fescue 12B WIS. 1--I �-- SECTION A -A IMM CWTH KEY IN RacvLooRaOm eon >nra®a PSIUUNM CROSS SECTION OF OUTLET TIE LOCATION WITHIN LOWER - Red Top Grass 2 lbs, - Sea50nal Nurse Crop)k* 20 lbs. H< I INCH OF REINFORCED POST TENSIONING CABLE CHANNEL (f) > I a� --� POST TENSIONING 'I 150 lbs /R --I ��-/] A A 3dG (MIN.} CUSS I RIPRAP LENGTH LIN FIEF} a x ORUNAOE MEA TIN Ac.) �� AREA TO BE PROTECTED TIES---- REINFORCED POST TENSIONING A&LE CHANINEL LOW -Maintenance Slope (Steeper than 311) -Kentucky 31 Fescue 106 lbs, � ram r� do /COMMON4 / \`-- '`� `\ FarHExX®soxxTMLla TYPICAL) \ T.METAL 7 -POST iki,16 -Red Top Grass 2 lbs. - Seasonal Nurse CropNlld 20 lbs. - Crownvetch N)OK 20 tics V E- Z W Q I � - WATER FLOW 5 LB/FTMIN.) E.y PIPB DU7T,6T TO WELT. �.�`--- �ANCFIORAG ® 150 lbsti_101NCHESFABRI �nEFDaEDcxAamsL ~ PLAN VIEW 1 -_�_ WORK AREA ^ Perennial Ryegrass will germinate faster and at lower soil temperatures than fescue, thereb Y Providing cover and erosion L Q `�-- \\- / � NOTEI ALLSMATERIALTOMEE7FILTREXXXSPECIFICATCNS. 2. FILTER MEDIA- FILL TO MEET APPLICATION REQUIREMEWS. re55tance for seedbed, MW Use seasonal nurse cropIn accordance with seeding dates as g w w Q G x -• d / COARSE AGGRECATE / �= 3. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS PLAN NTs DETERMINED BY ENGINEER. ISOMETRIC VIEW stated below) March, April through May 15th Annual Rye � /��_ ��� SECTION A -A EMANATEDr FILTER GLorN / A / /aa6 May 16th through August 15th Foxtail MILLet August 16th through Sept.,Oct. Annual Rye November February Faxen GTrox s'- eex s1 e-, DecwD�xnaD sI'rme esTmEareR J N6.„ .6 through Winter RyeCLOTHx& NOTeS, 1.. APRON LINING MAY CR RIPRAP, GROVTF,D FDPRAP, CARTON BASS OR NGTH ..COARSE FILTREXXCJ SEDIMENT CONTROL „ c=A, „ SMART FENCE HD � OFe_ z. Ea LENGTH Dr RTPINAP APRON As CALCI1A7® AGGREGATE SMALL 9E VOOT 3 f , fa57 DR /15 ,� „� � , INSTALLED WITH T -POSTS NEN O If Flatpea Is used, Increase to 30 lbs /acre. All legume seed NTS IN PIL A usDN1. rLOMS THE AND S70N. S. d - 1.8 TDIdE9 THE IdATIaNnN 3fON8 DLI![&1'&R, BUT NOT OUTLET (PERSPECTIVE VIEW} ` Aust be property Inoculated Weeping Lovegrass may also be p p y p g g y z LESS THAN a INCIMS, `_ q Included In any slope or low-maintance mixtures during. warmer Source; Va. DSWC Plate 3.18-1 SOURCE: VA. IPLAT$. 3.13-7 seeding periods1 add 10-20 lbs/acre in nixes, -- CONSTRUCTION OF A SILT FENCE R 0 CK CHECK DAM (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4`%4' 2. STAPLE WIRE FENC14D TO THE POSTS. �T f f� �J �j% ]�] T �% � ] {� DIKE � TEMPORARY j J� i ill PO1 },AR 1 L 1 F li R S1 if N l 115 D TRENCH UPSLOPE ALONG THE LINE OF POSTS. 2 ACRES OR LESS OF DRAINAGE AREA: ./_/ �C e •14 . o J cam - d eau I . II DOZER TREADS CREATE +Ili l J / I FILTER CLOTH OPTIONAL re• >aL� 1P. TO DHE SLOPE.PENDICULAR ✓ S ti IIIc �� � II II f' /� (DOWNSTREAM VIEW) _ f - VDCT #1 COARSE AGGREGATE app TRACK G dv FLO/AJ III III SOURCE: MICHIGAN SOIL EROSION AND SEDIMENTATION GUIDE PLATE. 3.29-4 4 , FLOW Z7 3 Rev. No. Date 3. ATTACH THE FILTER FABRIC 70 THE WIRE 4. SACIMILL AND COMPACT THE SOURCE: VA, DSWC PLATE 3.09-1 PENCE AND EX71ND R INTO THE TRENCH. DrAVATED SOIL SPACING BETWEEN CHECK DAMS 2-10 ACRES OF DRAINAGE AREA: I � L = THE DISTANCE SUCH THAT POINTS RL. A Y -- LER �I1I f� Ill 6" 3, A AND B ARE OF EQUAL ELEVATION LIC, NO. 32809 j r J FLOW ] - J FILTER CLOTH (OPTIONAL) ftiIVAL (DOWNSTREAM VIEW) A 13 L €]TENSION OF FABRIC AND WIRE INTO THE TRENCH. VDOT #1 DATE: FEB. 28, 2017 COARSE AGGREGATE FILTER FABRIC FLOW 2:j 3' SCAM: - N/A A RARE DESIGNED BY., RLK SOURCE: Ada .al•fl ted from F"atinn of Stray and Fahrle FI1ar Be6riLxa for Sadl�nt Control PUM 32-1 218maix CLASS 1 RIPRAP PLATE 3.20-1 SOURCE: VA, DSWC PLATE, 3.20-2 FILE NO. 3015L SHEET C2.05 17-01 EXISTING BUILDING IN, ) N m en to e100 E. SHEET A �� - 1 _ 04 ii i 1 t i i i i a J cq 0 C �� a i ----- i i i i i I� i i— i i — i { � �JCD t \r� �1\�y\ \ \ \r \ \ L\ 1 r N \ \ \\\ 1 U � SHEET REFERENCE SHEET NUMBERS \\1 1 SHEET A 04.02, C4.04, 04.06 9? SHEET B C4.03, 04,05, 04.07 z \}} C R� \\ `\ \R" r �\ \ _ 1 d -s -yyR \\ \ \ \ \� 1 N_ jj 1 1 oSECURI�, FES. N. / g 1 / s \ \ \ EXISTING BUILDING � � � �• � � � \\ \ J I - �\ �\.\�\� � 1F-� �, �,- � - POTENTIAL �+ 1 NO. 1 9 r - -��� _i \ LOCATION 0 f 1 I ? ~`` n� 1 J 1�� rs / �'� llt 1I -1 \\mac\ �.~�_4\�� �\\� _ FUTURE \'� \ �i �. -- — 37 R°0"W 1`i-, / CE Spm .&A�PUMP CWR) ! ice✓ I 1r \\� \ rIlk\ oo Lam, �f / / f / ///%/r��\ \ \: \\ \\ a \ \ �l =�\_ Cfi~✓ 'l '7\ tF �i D PARK I �f` \I I lie , I t i'i'I \��� ����� 1�d 1 _ 9`L� I � y � r`ii �/ ti. ��� �� \ �� r, � � i r / / �/ �� Id / 9✓ f ^" � / o%�� a `� � x \ �`'� ♦ t � � v J �)1V _ yid y O� ��f �� r .i ��� � / r i — � �7 Ci �--� ^� w W LL (� � t `\, •\ � 1 '`ti\ /� J / t — � � rs�rir /iy �_'� ��i �i�r�/ ,.r�yr f/I tL � � 1 1 � � � / / !/ / /\/LD1 � 1�ij11 % 'may y �i� � ,, r i��1' �`- �`'/// y/ l // f• �,.y � J i UL f }! tl\ _- 32.f �.\ / 1 �/ �°- /� /// y� yy�// ��-'l�•' .� � � ��1 �,��,//r 6 � \_-� ry`o IiPJ 4� '� i r r1 I� \\'- �y�ir y ''pfd/ r ♦%r i �� �1' 1 � lf�% �%'�=� r 1 0 Y'�\�'.i� •�'y i d f f / i / //;fl�� ��� 11 �-.. �l�_1,y I tiJ'J'�,�Y—a,�Y d— / / °\ J y ,•i'�y trj f�. i r `/%.y11= ill ����� � _� � �, — � "' _ – ) � t � y / i – •Qr- � � / :. ---�- `' r y � i� � / J s ! r y � tyam`' ./+1f! � t – � l –._._~ f – – _� t ,,• % rfj— _� � . - i; �Ayy � �l .d./ -f l'�-�y--L'��=o -- I �i- -.`` VQWTEN_MtV`T _ –' ` ®- – ��� s; ' r i :. P-/- ✓ 1, J/f j j y _ / J'\ - -- `-`ti—._-��� — /•�����~ ':� � .\ r ry,O,���,��..���'�' �� '1' -) r� �-' %�/jir r� yr yr �/f/�/ r ,rr �_ \ /" —�/ �' �:- �' 1 �' �y/� �.r %� —1 —'" i' !yy ff i 'moi✓//� �y ly�yyy / / 1 Rev. Na. Date /f 1, r y j� y �� �1 1/ / if y iL EX. POND err - y /y r 1 01 09-26-2017 �l,i',l rr i�–i-F-r�' tel. - - _ r in up tom, �USACEyrJii%rf/'f NAT -- -- �3 -` R RALER A � Lic.No.32809 \ � : � �^ � \ L I \ .. � f ♦ y/ /j/ �c6' � r/ / rr i � p/ �f ` rQNAL DATE: FEB. 28, 2017 /V SCALE: 1" =80' DESIGNED BY: RLK �' a►\ " O l r l i l (fr�\1/✓ RILE N0. 3015L 60 30 0 80 1.20 SHEET 04.01 \� SCALE: 1 = so 17-01 URB, (SE TAIL) �� MEET & MATCH EX, CURB � m a z EX. BUILDING 1 { / /j . / r � , W Z LAJ N\ / \ LIMITS OFDIS7URBA r ' ME MV1 ` \ CURS CUT \ (SEE DETAIL) s MLLi w J POND'S" .n 0 \ aC1Q 1 \ 30' FCSA ` • ` ` {� PROP. PROPOSED \ 811E 9€M£NT `� _ _ 2 EA MEW \ UNDERGROUND LP TELEPHONE • \�` _ pyy (TYP) q LOCATION j ,P ` �•y `r, / ME MATCH s � � _-..`'S_ � !s ^ CG -13 r 9i UGT P\ UW 10R -� � FM `� '1�6�*d� �� � / � � `�\� ��'�,�0 \ t�_S s S z S ��• �G\ B � F ,`A�� � ° rte. \\\ Q! _� _�%,� .. X75 EA EMEIIIT \ f �' FC RACCESS gc�°Ss Q, r ; k\ e�� V z �✓ �� PROP. 20' WATER - F 1 . fx U EASEMENT 4 159 - - �__� �_ S \\ E� PROP. 20' SEWER ESM CL PHON \ '`\ .Y/ 1 , LIMITSOF SAN CURB CUT W/SIDEWALK � � :2� I GRATE (SEELL SECURIT YJ DETAIL) EX. VERIZON �� \ \ Z DRIVE �� } TELEPHONE 50` RNV PEDESTAL ST.#03Q0234227 SWM POND \\ 4`\ DM DISTURBAN S RIPARIAN SAN CURB CUT \ _ ��- �` � I / ` ` BUFFER W/ SIDEWALK / GRATE (SEE DETAIL) a* -, (TYP) \ \ 2D' FENT EASEMENT ?� E&S FA811O 8MP TVP 19 t \ Rev. No. Date O zD 'CSA EASEMENT ' ryp \ Di 03-2e-2017 PAD 9 �� CENTERED_ \\ accEss TRANSFORMER A W W 6 `1 T Qv (SEE NOTE) - AIR CONDITIONERS N TYP f9 ` \. U RA Y L K LER (SEE NOTE) 24.67 _ 5 SAN '=� \ F ..,-.: t - - -.. h RIPARIAN OISTU LIG. NO. 32809 LIN \ BUFFER _ Cly-I`"4•i-�®E- .� VVAN VAN VAN c iJ J r VARIABLE HEIGHT DATE: FEB. 28, 2017 RETAINING WALLIDECK \ BELOW GRADE TVP TVP SCALE: 1" = 30' 24' / RESIGNED BY: Ri.If �— FILE N0. 3015L 30 15 0 30 60 SHEET C4.02 SCALE: 1" 30' 17-01 „ i _ tLIM 5 DISTURDA j ~ RIPARIAN \ r II SNV CURB CUT - / BUFFER \\ �[ W/ SIDEWALK ~—~ �a 5 6 / p o n o GRATE (SEE G 12 \ CG12 64 fl Z�5i \ / p SR S P E �'� \ % IIDETAIL) LP V ,• \ �, (TMP) .0 7 '” o c 20' FCSA Y� c ci va a l3' \ EASEMENT E&S 6 s \ Yy ' v�ri s o, f \\ x ./ /� � � ,..' FABRIC n BMP \ � � T TMP T11 1 1B �`hi` � � LL CG -12 cQ 20' FCSA EASEMENTP 75' SRL Y; 6.axs.61 PAD 19 /cErrrEr<ED w - w w A= TRANSFORMER (SEE NOTE) 11 � / f f 9 18 L AIR CONDITIONERS 24 $7' C R T'rP � � IMITS OF f i (SEE NOTE) .`.•'...15 a , .. ,..;. .,r'5".91A*if .:`-'.;riro `- `$ 1-1CISTURBANCE ^ BUFFER VAN VAN VAN VAN VAN MATCH LINE ...� O Wz / \ VARIABLE HEIGHT N FITONE .\C4.r2 ji % W z WHEELSTOPS / RETAINING WALLIDECK \\ f f FFP) BELOW GRADE TYP eo 24' \ / 24' \777 TYPTIL20' FCSA EASEMENT 6.23 _ O° PROPVr . s' ELECTRIC LP I TMP 24' (TYP) ,( 2 20 m !, f ; 2U 22 PROPOSED PARKING GARAGE TMP / � /q�R7 WHEELSTOPS m 24, / [� i j��j� E- / "p) 3 —u -- �✓ U �7T7 E. -f 1 LIMJSOFDISTURBANCE I / IiF / \ tt / 9) TY TYP[ 2 � i r W \� • / � � v rU-r C31 -i 66666 666 6 L W s' 25 PRESLR3T - S,,p 4g;� 75R �4- TYP 14 � =.�I�+11 W W w �y w / U ~ l WHEELSTOPS _ 20 FCSA EASEMENT 21iR AA / cn 665) MP) TYP � T9, � � M 17 : RETAINING WALL SWT OTH CUR SA 00 H C RB/ ! % (DESIGN BY OTHER f ' s) (TMP) ` _ / RIPARIAN — - BUFFER BMP "C' \ LIMITS OF DISTURBANCE j RIPARIAN 680 580 BUFFER � f RIPARIAN \ f BUFFER / \ M 570 / OPEN WATER CREEK f . 660 EX. FARM POND + RIPARIAN BUF'F'ER 540 / APPROX. POTENTIAL LOCATION OF / FUTURE RTE 37 R.O.W. Rev. No. Date 670 D1 03-28-2017 � / � / ADY L EPLER 55a / Lic. No. 32809 ;�, ql-I'4y-tcI-T SSZo Lr �S 650 DATE: FEB. 28, 20t7 SCALE: I" = 30' 640 DESIGNED BY: RLK 0+00 0+30 0+50 0+90 SECTION A -A 3D 15 0 30 60 FILE NO. 3015L SCALE: H 1"=30' SHEET C4.03 V 1"=10' SCALE: 1" = 30' 17-61 4DEP. - —HANDRAIL -a �- --- t7 � EXI$TIN I GRADE — - --- r - -- WALL-_ (DESIGN B -- - OTHERS) - / APPROX. POTENTIAL LOCATION OF / FUTURE RTE 37 R.O.W. Rev. No. Date 670 D1 03-28-2017 � / � / ADY L EPLER 55a / Lic. No. 32809 ;�, ql-I'4y-tcI-T SSZo Lr �S 650 DATE: FEB. 28, 20t7 SCALE: I" = 30' 640 DESIGNED BY: RLK 0+00 0+30 0+50 0+90 SECTION A -A 3D 15 0 30 60 FILE NO. 3015L SCALE: H 1"=30' SHEET C4.03 V 1"=10' SCALE: 1" = 30' 17-61 NOTES: 1. CONTRACTOR IS RESPOSIBLE FOR ALL COORDINATION WITH UTILITY OWNERS. E o s `�� ��\ / // / % ♦ FCSA NOTES: N v 1. RESTRAINED JOINTS REQUIRED ON EX, FORCE MAIN AND WATER MAIN = El- u, -S TOP = 6636 PER CURRENT FCSA REQUIREMENTS. 5 �' " 3 65J.77 c _ ti m / j \ 2. EXISTING WATER &SEWER MAINS TO BE ABANDONED OR REMOVED B INV PUT = 6.75 ,.\ }r c LL PER FCSA REQUIREMENTS. r a 3. NEW MATERIALS SHALL BE USED. _ 2 ��\ v / �r\� � \, \ / R .- �� \ ♦♦ 4. EX. FCSA VALVES, FRAMES & COVERS, ETC, SHALL BE CAREFULLY F' REMOVED BY CONTRACTOR AND FURNISHED TO FCSA INSPECTOR. FCSA WATER MAIN FORCE MAIN AND GRAVITY MAIN CONNECTION NOTES 1. TEST PIT THE EXISTING MAINS PER FCSA INSPECTOR REQUIREMENTS. 4� r �\ \ ` 2. PRIOR TO SHUT DOWN, INSTALL JOINT RESTRAINTS ON EXISTING /j�� \ t a WATER MAIN AND EXISTING FORCE MAIN (20' ALONG EXISTING FROM Z POINT OF CONNECTION) PER CURRENT FCSA REQUIREMENTS. I \ \ 8. s\ PREPARE WORK AS FAR IN ADVANCE AS POSSIBLE TO MINIMIZE SHUT EX.BUILDINGI j \ \ \� y\ \ DOWNTIME. Ln \ 4. HAVE SUFFICIENT RESOURCES ON-SITE TO ACCOMPLISH TASK PER W f \ " ^ + \ \�\\\ `\ ♦ o �1 �. �� \ FCSA INSPECTOR'S REQUIREMENTS. , Lu Z ?' \ �\� EX. SWM \ \ >♦ 5. PREPARE BOTH A WATER AND SEWER SHUT DOWN PLAN TO THE q W \ / /\ \ \ \\ / ! l` \� �\ %%% \ EASEMENT raj ,n \� �\ \ / \ 1\\ \\\ 7 �/ \ \ SATISFACTION OF FCSA INSPECTOR. FiREWATCH, BYPASS PUMPING, it Z PUMP & HAUL, NIGHTTIME WORK, ETC. MAYBE REQUIRED. 4:zl \\\ % \ \ {\\ LIMITS OFGIMTU \\ \ \ 6. SCHEDULE SHUTDOWN WITH THE FCSA INSPECTOR, FREDERICK -�\ / \ •� tP COUNTY FIRE MARSHAL, NAVY FEDERAL AND ALL AFFECTED CUSTOMERS AT LEAST {7' DAYS IN ADVANCE, AND MAKE UD �f t �, \ ` r '� \�r�/� \\\ Y� 1 %% PREPARATIONS AS REQUIRED BY ALL PARTIES. \ / � amt \ ♦ `!9 S N \� " /� \� �\ EX. SWM \ POND "B" \ ` _ivs EX 3PFCSA FX. DI 17]P = 672' .PCP & IfE EASEMENT EX 20' FCSA SAN '\ INV OUT m 665.79 •� _ � � /' CONN. EX.�.. EASEMENT / 30' FCSA SA -� \ J 1 SANITARY FOR[ IN \• PROPOSED \ / y FX. DJ TOP =• 671.9 ♦ -� / \ i' \ PROP. FCSA 1 & IIE EASEMENT 9 5 UNDERGROUND \ !NV Al 66ff'88(15°) G 1i" -. � \ _ EASEMEiJT 'f� \,\ \ Rpb _ .� - \ :TELEPHONE \ ` `� - .♦ `,\ !NV 1N 664.6 . .\ IX. SMN \ LP RELOCATION 'W = ..25 � \ ♦ \V�Y OUT 664.53 �` - - _W� \ `�\ TOP _,$82.11 (ryP3 i�.. \ \ \ ♦♦ _ r \\\ . t 'f \ EX. 20' STM a INV t�UT = EX. POND "B" �•, EASEMENT \ \ �:i:; ti W,� �.. \ 64-13 �," CCMROL STR. \ \ / t ` \\\ \F':' 22.5`BEND TOP 859.82 30'. \ \� �. / �.�\ \ •y t `\'=r:, s '.�_ \ \ \ /r U,BT U T'.. INV = 6,46.46 1p INV 6,411,11 EX HA �`^ D! TDP = 671.70 !NV,$. 8 S 's'V� SAN. M 'i» FM Y �' -�' `__ ��-` iuSTs.1fK18t68 \\ •\ - ASO V \ / \ ♦ M = 664.6514 1NV F r r » \ . !/ ? i ^ S 22.5° BEND„ \ IAG7 /03HI115S4 A _. \ ♦ !N = 664.24 56 J 1NV rz"s ` \ a S FMS �. UGT 4" SAN Y �, ♦♦ �' [� \\\ \ _ \ TOP 674 /, / OUT = 663.98 J 45° BEN s / J1 S �� ORCE I1 PROP. $l FC511 \ * 20"FSA CONN. TO EX- 4 !y� ` �. 2".1y: ``�=� EPSEMENT -;7 �i �r69.61 / W!L WITH 45' \\�^,. `rte' _- y FRSE T BEND \ ' SA `` \ _ �' SCCFS4 �. Cp \J \ \54� Fes] 7 y ,-,. .,� C5q 45° BEND ♦ �-ry+ /R '+,\ TOb ff71 87 ` / INV 1N 24" CP = PROP. 20' WATER ` � - O D-(E' EN 8r �� `M1 �^ ' \\ \ EX. SVM ♦ r-I l l z �., \\.t it, / 4 66636 - \,\ l-- EASEMENT.,. / EA&ANDj `'APP °I� EASEMENT Ri V INV 1N 1 CPP II \�/ 1� 0 \ n \ 6fi737 /% !NV OUT 24" r PROP.2(Y_SEWER ES fD 24/itGP� ;,, '\ +'r .. ~ . - r . " --- - - ._ -_ �S �_S 0 --- _c' t ON IX NEW MANHOLE '\. �_ E ? \.686.03 6 7 CUTIN 8' SAN SEWER \ \ 1NV OUT..iGPP \ I � f- � "" �` 9` ` � -I � - � S�� +. CONN. TO EX. 4" ti i i"i 1 _ - _ \ SANITARY FORCEMAIN a 673.00 EX. VERIZ , \ )IL-1 CX. SMH1 H TOP 673. i % ♦ PREBLAS 7 _ _ �- !NV 1N 15" CPP - _ � _ 66733 TOP = 659.D4 15° RCP / �^ 45° B INv'I = 638.85 111! ♦ w t'�%'•` FHON , v, �, r t .S\ P 649.45 ♦ INV W i8" C // l5" RCP 1NV IN 8 664.83 S' EX FIT 1 1 ��P 66733 F 15" RCP 1NV OUT = 664.76 - 3.71 , _ - OM1 .: , OUT = .8 DISCONNECT $�. CAP EX. SAN. W Q AS6Y / 668..6 TOP - 669.. - 45° - - i .. \/ � 1NV flUT 'f RC �� -_ �r� \ 667. 15' P,CP 1NV !M , BEND `_. PATCH MH & INVERT PER FCSA W W f �1�+15PECTORS REt1UIREMENTS. LIMITS OF DISTURBANCE {{��"�� TOP OF CONCRETE = 15" RCP 1NV M�.' \ v�. `�I SECURITY our = 5638 A. SIMM F ASBY 1 µ - r /--� [] 67[751 _ < 4 � EX. VERIZONr� 1 EASEMENT P) TELEPHONE i 5° x i1" WEIR -57a.r \ DRIVE fl I _ + 4A PEDESTAL "� 6" PVC INV = 665.53 50'RNV l 9^ / S \\\ \ �r£q, EX 30' FCSA SAN EX. BUILDING2 ! /� Y 1S" RCP INV = 665.38 �BySTA030023422 � BEND - �) & I E EASEMENT SWM POND � .! 7\ \ �'F� •pe7-f.' � % �\ `Z �< a / / s W / w 3 - 115 fI 6' RUC TOP ♦ i I _ �.' 8"TEE, 1,/r z � 32 _ 669.8 f INV = 585.6 3-$ GV 6" PVC f/� 1~ = UMITS OF DISTURBANC �\ ` TOP S �� RIPARIAN INV = 665. I � �- -� `// � i \ � BUFFER EX. SWM CG-12 EASEMENT £S29 MT, LPD3Lk7725Y6 20' FCSA � � � 4'c�^ <: {�- _ � � , •`, � EASEMENT .�, \\ $ _�_� \'\ •� �S. BMP /\ /{ 12 CG 12 29 FCSA EASEMENT i \ �'. \ �• \\ rf W W W 28 BEND 1 - Rev. No. Date 45 I �- \ 02 04-28-2017 BEND 15A � J - / r' J -� TH 0p / 4 �` C R I i 4 \� LIN p� 7� G Y 13 RIPARIAN DISTi R / �v \ BUFFER \ ✓ / ,/' �.�v F IY D7 R o �' �' RAN6Y L r PLER & C,y L ( `.. Foe ) '� as° n ' - L'c No. 32809 MATCH LINE / a�+ VAN `!AN 4RN VAN VAN �. Q \, -_,I BEND - a �y r� �. -u ` J FHB �. .,� ', y>• � � rr� wir rru r� � � � � � � Iwt � � rr � � � � i � � s� s � s r� ` SHEET C4.05' / /� SjrnvaL �\, 45' BENDS DATE: FEB. 28, 2017 / BEND fi- V �\ 1 •, � � '� � SCALE: i" - 30' - 1 ~ \ 11 FH ASSY LP (Typ) \7W \ 16 DESIGNED BY: RLK - / 21Y FCSA EASEMENT I \ / 1 ` y FILE NO. 3015L Ap 30 15 0 30 60 SHEET 04.04 SCALE: 1° = 30' 17--01 rop .INV = 665.7v'J \ \ 20' FCSA EASEMENT FIX / �LIMITSOF RIPARIAN BUFFER , -s ri y 45° BENDS 45° . BEND Ss/ LP I,1 HASBY ZY FCSA EASEMENTul -ir f/ PROP.• ELECTRIC I ' LP }(TVP) 24 1 . 71 4/ -<Z k -Z w Wz Wz ®/ 0 ,ll \ I � • \ LIMITS OF DISTURBANCE > E i \ `— I :• ' ' I RD R FDC -,\3 R❑J Rbi Y ~ a � Li I'l 21A IF 2 Q 25' PR.EBLAST — -_ 45" BENDS - FH ISBYi UGE -wW WATERLINE "C' W W (TYP) r 8" TEE, I � { WJL 3:T FCSA EASEMENT _ -�/ LL U2 FLUSHING z btv3d ® s4�tg� ASSEMBLY I _ �.' f /// If , -_ LLl_ _ �y3 EX. BMP •A. FM ASBY 42 / / 1 (Typ)(TYp) - RIPARIAN 6llFFER RIPRRWN SUFFER ti � 1 � �, LIMITS OF DISTURBANCE RIPARIAN --BUFFER V BUFFER FUTURE R 37 R.AL LOCATION OF RIPARIAN _ BUFFER / / r OPEN WATER CREEK EX. FARM POND J RIPARIAN ! � BUFFER Rev. No. Date 01 03-26-2017 TH 0� I RANDY L. EPLER LIC. No. 32809 -jF761. - =I DATE: FEB. 28, 2017 30 15 0 30 SCALE: 1" = 30' SCALE: i" = 30' DESIGNED BY: RLK FILE N0. 3015L 60 i@ SHEET 04.05 17-01 X, 78 76 / 0 f f �2 E s— La 0 < N'u 0 ;� c� + f /ol •i S.. Q ! / 173 ! \ \ I 1 to y� MAI IWTS\OA EX \ DISTPR'P E \ \\ \ \\ \ N r \ \ \ \ \ \ \ x N\ I \ N N 709P70B\ f l ! 1 \ I\ \EX. M \\ MEMATCt,� EX, CU °t4 I 6917i \ "� } S � - � _ 2 ^� *. � �\ yfs r — -°t \ �• \ \ a \ �� \ \ \ ` \ m �--� -tt > �� ` � _ s � � r \ \ \ `,,� � \ •,� \ \ 4 ` � bre ` q e 67 E - 'Q• `� \ y 1 �� l f � ' — f 51 �; s 1� \ f\I . - —B ~ � ` `_ — _ � ` ` � �..'�'y t "P J \ � \\' \�� \ \ \ \ \ \ \ � �� !6 P, V r� H .N \\\\-�rz- ----LL 7 01 1 '\` 1 t � i � sa , � �\� y � \ �, � "• -_ - � s n,. � \ l dtit� � ,�� \ � \ \., � ` \ \ �. \ i \ \ � `-� '� ��o--- L� � W /v/ / ff"' \ \ 63�s, s f 4 C m 1: a7 \ \ ti 19 4A LL m i i � y -.s r ✓ f'/ I \ \l \ llr / i��'O 67I�Pf �� r 3iND(A .r FP B \ Go I Y \ \ 29 fj Gab s4 ` �� Lam\G. 54_r Rev. No. Date P — \ ��RL ' � � .�. I RFs ' \� ~ / "� �-� -� 1 � of os -a e -zoic 69v _W ~ MY w , I , '�` 65 _ e � II pp YY q� .� - \ �'.�� �'r _ \ '` , \\ •\ �- -� � \\\ \ �,� � \\ ~\ BCH 0� V 6 L66t_ RANDY L EPLER lRG7 sf �`�\ \\ / \ \ \ \ \\� ! '\ \\��\ v�\\ i.jC, No. 32809 �_ \ONALyCs �I /Tfiomp mIrmp ���i�...i./�' ! .fL.r/1�fijr � ! � \ VARIABLE FfEIGHI. A PARKEtJG,,'�AFjA,QE / ! ! I % ! s ! !//! fr!! �� .� \ti t\\\` \ \\ \ \ DATE: FEB. 28, 2017 RETAINING WALIJD CK , �� 11 /!!f 6B&°o HELOWGRADE 9STFI,flO�R/F 667.00 // f! ,- \ \ \\ SCALE; 1" = 30' �d DESIGNED BY: RLK All ,sem \�\ _ / i I � �. f /..i �y1 .�� �� .�`~/ � t .� l I r ., _fes 1 � \. .,. \1_\- �. \t\ .. � �l' \`�' � \ 1 FILE NO.. 3015L 30 15 0 30 50 SHEET 04.06 SCALE: 1" = 30' 17-01 r 28 70g 69 Ea 0 m0mm rd $ i r \ w �''� ��� `ZZ zz� ���, \ \\\\\�\(\�• � \\ �,\ \'\ \\\ � `\Sir- \'-� �� \\\'��`-. 17A -764 Pp 64 _64 Vp 13 / s � ��-i \ �\ > fi�b\b ,` \ \\ ti\ •� �\ \ �`` \�,\\. 17 616` 071 e. 1 VARIABLEHEfGHfi 1 PARKING G�r / A > \ \ \ \ + \ \ \ �P RETAINING WAL CK / 1 F / JJ/ S 89 T E,'= 667.00 / ✓ /♦ %/ f re \ \ \ \ \ �`.. \ \ \ \ \. \ r f69&. BELOW GRAD y / ✓ // \ \ i \ I — — .. 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Jf / 'f. i - i- r��' •; .� - / // %r. w V Cl V z a LL z Date } I / �' / / / / / o .r y .-''/ /' • / / � ` � �. r. `i . - '' . • / • � RANDY L(,)t;EPLER � LiC.No.32809 4 / /" P j~_ { yy / \\ \r g+a rr,i i�'��. /.J �/ /�' ✓ i' ''� ' '/ �/ SIGNAL ;App I� i � I � I � 11 J/ � � .r — -1 \! \ �• ' -- � / ` f/ ./.r.f fr/' /!, 1;�;�:-•'may--,�'•- ,;! '/ '/�.1''. \f �• Y.:j,• ' ' DATE: FEB. 28, 2017 SCALE: 1" = 30' DESIGNED BY. RLK FILE NO. 3015L 30 15 0 30 64 SHEET 04.07 SCALE: 1" = 30' 17-01 TYPICAL PAVEMENT SECTION #1 NOT TO SCALE EMPLOYEE PARKING LOT - PARKING SPACES 1.5" SM -9.5A SURFACE COURSE 2' BM -25 BASE COURSE SUBBASE VDOT STD. 21B �I I II i� f IIS i I��I�ITI� I I17 COMPACTED SUBGRADE (COMPACTED TO 96% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) PAVEMENT DESIGN BASED ON A SUBGRADF CBR DESIGN VALVE OF 4, SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. Iv 0 <, "N r J r -k + + r r r \1 , 0 PUMP STATION ROAD ASPHALT PAVEMENT SEE FCSA DETAIL SHEET CT,02 rl c TYPICAL PAVEMENT SECTION #2 NOT TO SCALE EMPLOYEE PARKING LOT BAY DRIVE ISLE ... I -.'. �7�.... .... - TYPICAL PAVEMENT SECTION #3 NOT TO SCALE EMPLOYEE PARKING LOT - MAIN DRIVE ISLE 1.5" SM-9.SA SURFACE COURSE 3.5" BM -25 BASE COURSE I i��T 6.0" SUBBASE VDOT STD. 2113 �II REN, Ilrli I l�l�r i ul -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, TYPICAL PAVEMENT SECTION #4 NOT TO SCALE MAIN SITE DRIVEWAYS -ASPHALT AREA 1.5" SM -9.5A SURFACE COURSE 2,0" IM -19.9A INTERMEDIATE COURSE 3.5" BM -25 BASE COURSE 8.0" SUBBASE VDOT STD, 21B COMPACTED SUBGRADE (COM PACTED TO 96% 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. F"AVkMtN I SL:tiCMAI K-: 1N I?) 4 MAIN SITE DRIVEWAYS - ASPHALT AREA 3. EMPLOYEE PARKING - MAIN DRIVE ISLE t�•t*,*�J - 2. EMPLOYEE PARKING - BAY DRIVE ISLE -1. EMPLOYEE PARKING - SPACES 50 25 0 50 100 SCALE: 1" = 50' x z� W rzy' L V E - z w w a �W Y Q Q 0 C� z OC Q IL Z) U u - z lRev. No.1 Date RANDY AEPLER Lf C. No. 32809 DATE: FEB. 28, 2017 1 SCALE: i" = 50' DESIGNED BY: RLK FILE NO. 3015L SHEET C4.08 17-01 2,5" SM -9.6A SURFACE COURSE 3.5" BM -25 BASE COURSE 6,0" SUBBASE VDOT STD. 21B C0 PACTEDSUBGRADE (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. ... I -.'. �7�.... .... - TYPICAL PAVEMENT SECTION #3 NOT TO SCALE EMPLOYEE PARKING LOT - MAIN DRIVE ISLE 1.5" SM-9.SA SURFACE COURSE 3.5" BM -25 BASE COURSE I i��T 6.0" SUBBASE VDOT STD. 2113 �II REN, Ilrli I l�l�r i ul -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, TYPICAL PAVEMENT SECTION #4 NOT TO SCALE MAIN SITE DRIVEWAYS -ASPHALT AREA 1.5" SM -9.5A SURFACE COURSE 2,0" IM -19.9A INTERMEDIATE COURSE 3.5" BM -25 BASE COURSE 8.0" SUBBASE VDOT STD, 21B COMPACTED SUBGRADE (COM PACTED TO 96% 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. F"AVkMtN I SL:tiCMAI K-: 1N I?) 4 MAIN SITE DRIVEWAYS - ASPHALT AREA 3. EMPLOYEE PARKING - MAIN DRIVE ISLE t�•t*,*�J - 2. EMPLOYEE PARKING - BAY DRIVE ISLE -1. EMPLOYEE PARKING - SPACES 50 25 0 50 100 SCALE: 1" = 50' x z� W rzy' L V E - z w w a �W Y Q Q 0 C� z OC Q IL Z) U u - z lRev. No.1 Date RANDY AEPLER Lf C. No. 32809 DATE: FEB. 28, 2017 1 SCALE: i" = 50' DESIGNED BY: RLK FILE NO. 3015L SHEET C4.08 17-01 *THIS VIEW FOR FIRE LANE MARKINGS & SIGNAGE ONLY 50 25 D 50 loo SCALE: 1" = 50' alk or semlpublie or residential steucturci 200 feet of a street fire lane, or renovate m than So feet from a street, fire bane or adfagbut not limited m fire--rrsistive a-sstmitufshmg systems, is provided, and dive as an acreptablo alternative, chert with the local volunteer fire is to all document al and industrial n1ssecdoaB(3). tructures or hydrants in a manner as as to ations. applying atleast 1,000 gallons per minate ailable and operational before Brig units, them shall be a fire hydrant re dwelling units per structure, there shell th sic or saran dwelling units per if all units In areas developed with ant within acm feet of aF] portions of any 1 standpipe system then shall be at least al,m+e. Th.. hydrant ddicatedt the feetfrom the standpipe. Distance Away surfaces air along surfaces meeting here appropriate, but is all races access to County Seentater. Autharhy policy. Tiers that will prevent physical damage of fire lanes, streets urprivate streets Is of the Frederick county Sanitation nq San€tationAuthoritypi char main. Guidelines referenced from the 2012 Frederick County Fire Prevention Code APPENDIX D FIRE APPARATUS ACCESS ROADS 6 0704.3 Remnnness Where two fire aproa paratus access dsare required, they shall be placed a distance apart equal to notlessil one hall of thelength orthe maximum overall diagonal dimension entire lot or area to be served, measared Ina straight line between accesses. SECTION DWS AERIAL FIRE APPARATUSACCESS ROADS D105.1 When required Where the vertl,Rl distance between thegrade plane and the highest roof surface exceeds 30 feet (9I44 mml, approved aerial fireapparatus access road"Itall be prov€ded. For purposes of this section, the highest roof surface shall be determined by measurement to the eave plea pitched mof, the Intersection of the roof iothe exterior wall, or the top of parapetwalls, whichever Is greater, D1DS.21VIdth Aerial Flre apparatus access mads shall have a minimum unobstructed width ii feet (7415 mmh exclusive at shoulders, Riche immediate vicinity ntthe building or portion thereof. D1O5.3 PreldmlN to bulldrq g At least one of the requfred access routes meeting this condition shall he located within a minimum of 15 feet (4572 mmj and a maximum of 30 feet 19144 mm) from the budding, and shall be positioned parallel to ane entire side of the building. the side of the hincing on which the aerial fire apparatus access road is positioned shall be approved by the fire rode official. Di Obstructions Overhead udGty and power lines shall not he located over the aerial ore apparatus access road or between the aerial fire apparatus road and the bulMing. Other obstructions shall be permitted to be placed with the approval ofthe fire code official. SECTION D105 MULTIPLE-FAMILYRESIDENTIAL DEVELOPMENTS D106.1 Projects having more than Soo dwelling Libi Multiple -family residential projects having more than 100 dwelling units shall be equipped throughout with two aaparate and approved fire apparatus access mads_ Exception, Projects having up to 200 dwelling units may have a single approved fire apparatus access road when all IsdIdangs, Including nonresidential rxwparm es, are equipped throughput with approved automatic sprinkler systems Installed in accordance with Section 91 c r 903,3.1,2. Guidelines referenced from the 2012 Frederick County Fire Prevention Code x APPENDIX D FIRE APPARATUS ACCESS ROADS 0106.2 Projects having more than 200 dwelling units Multiple -family residential projects having more than 200 dwelling units shall be provided with two separate and approved Are apparatus access roads regardiessof whether they are equipped with an approved automated sprinkler system. SECTION 0107 ONE. ON TWO-FAMILY RESIDENTIAL DEVELOPMENTS D1071 One- ortwo-tam€hdwNling residential developments Developments of one -or two-family dwellings where the numberof dwelling units exceeds 30 shall be provided with two separate and approved fire apparatus access roads, and shall meet the requirements of Section D104.3. Exceptions: 1. Where there are more than 30 dwelling units on a single public or private fire apparatus access road and all dwelling units are equipped thm.gh-t with. an i ppnvad-to.matic sprinkler system in accordance with Section 9033.1.1, 903.3.12 or 903.3.1.3 of the International Fire Code, access from two directions shall not beirequired. 2. The number of dwellIng. units on resingle fie apparatus access mad shall not be Increased unless fire apparatus access roadawill connect with future development, as determined by the fire rude official. D109 REFERENCED STANDARDS ASTM F 2100-05 standard Spedflcallpn for Automated Vehicular Gate Construction 01035 ICC IFC-12lntemah ..I Fire. Code Diols, 0107.1 UL 325-02 Door, Orzpery, Oats, Louver, and Window Operators and Systems, with Recisions through 0103.5 February 2006 Frederick County, VA Local ordinance referenced from llti : e O&a&.com487USOd6 §90-4 General requirements The fo0owing ngtimements shell apply to all construction. t r land development actiWUes itt orris c f the County to whieh this article applies: A. Models of cedes for Fire Ik.-pariment apparatus. (t) The means of access for Fire Department apparents and personnel shall cunstst office lams, private streets, streets, parking lm Sones or a combination thereof. (2) Parking in any means of atoecs shell not he per®ittad within t5 feet of afore hydrant, sprinkler or standpipe connection or in lay other urarener which will obstruct or interfere with the Kim Department's uses of the hydrant or connection (3) "No parking" signs or another designation indicating that parking is pmbibited si he provided at ail normal end emergency asscas polnfa to stnectums And within es feet of each fire hydrant„ sprinkler or standpipe connection. R. Fite lanes. (1) The Vim MusNat or his/her designated nprasentstive, in concert vill the local volunteer Are company, may designate both public and private fire lanes as required forthe efficient and effective use of fire apparatus. Said fico luesahall be markedin a manner prescribed by the Fire Msrstcal orhia/her designated representative. Padang in a designated fire ]ens shell be controlled by Chapter>A Vehicles and Traffic, of the Frederick County Cade. (2) Fire lanes shall be at least ao feet in width, with the mad edge closer to the striation at least ao feet firm the structure, be constructed of a hard all-weather surface adequately designed to support any Ore apparatus likely to be operated in such fire lane or be of strlwirrace construction designed to support the same loads as the above surfaces and be covered with no more than tame inches of add -sad, or both, and be designed with. nedn of sutF 'ant length to allow for safe tureling by any tire apparatus likely to be repainted an such fine kine. (3) Fire lanes oumtectiug to public streats, roadways or private streets abaFl be provided with curb mta extending at least two feet beyond such edge of the fire lane. (4) Cbeires or other barriers may be provided int the entrance to fire lanes or private streets, provided that they are installed according to the requirements of the Authority Having Jurisdiction. C. Faddng lot lanes. Parking ]cit lanes shall have a minimum of t5 feet clearwidth between rows of parked vehicles for -hicularaccess and movement. Gu ldellnes referenced from the 2012 Frederick County Fire Prevention Code APPENDIX D FIRE APPARATUS ACCESS ROADS 4 SECTION D101 GENERAL V101A scope pure apparatus access roads shall be In accordance with this append, and all other applicable requirements of the Imumati-I Fire Code. SECTION D102 REQUIRED ACCESS Di Access and loading Facilities, buildings or portions or buildings hereafter constructed shall be auess idle to fire department apparatus by way also approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed Iced of fire apparatus weighing at least 75,000 pounds (34 050 kgj, SECTION 0103 MINIMUM SPECIFICATIONS D103.1 Access road width with a hydrant Where a fire frdram is located on a free apparatus areas road the minimum road width shat a 26 Y I pp m 'm m I b feet (7925 mm), exclusive of shoulders (see Figure 0103.1). FIGURE D303.1 DEAD-END FIRE APPARATUS ACCESS ROAD TURNAROUND D193.2 Grade Fire apparatus access mads shall act exceed 10 percent in grade. Fxcepti- Gradessteeper than 10 perrent as approved by the fire chief. Guidelines referenced from the 2012 Frederick County Fire Prevention Code APPENDIX D FIRE APPARATUS ACCESS ROADS 0 D1033 Turning radius The minimum tunting radius snail be daterml Red by the Are code official. D103.4 Dead ends Dead -and fire apparatus access roads In excess of 150 feet 145 720 mm} shall be provided with width and turnaround provisions in accordance with Table 0103.4. TABLE D103.4 REQUIREMENTS FOR DEAD-END FIREAPPARATUS ACCESS ROADS LENmx le "'m lees,MRNAROUNDS REQUIRED e -lad TYP ap yP, prwsAc pTTdOT-5^ M' Isede UI Namm.m.ad, so -f ,-Y"cr 9Fsesr l malerw-dl cur In arrenh.r. elth clew. reful ImpR.Nr s!+ 1+r. 1 +w -n ire Ac rYP arr- IaC.FppT tIrAW4AIlEAD AC aaLTaRNArwe 1d rre.Ftemr 's- 1-1PoID=ala mm FIGURE D303.1 DEAD-END FIRE APPARATUS ACCESS ROAD TURNAROUND D193.2 Grade Fire apparatus access mads shall act exceed 10 percent in grade. Fxcepti- Gradessteeper than 10 perrent as approved by the fire chief. Guidelines referenced from the 2012 Frederick County Fire Prevention Code APPENDIX D FIRE APPARATUS ACCESS ROADS 0 D1033 Turning radius The minimum tunting radius snail be daterml Red by the Are code official. D103.4 Dead ends Dead -and fire apparatus access roads In excess of 150 feet 145 720 mm} shall be provided with width and turnaround provisions in accordance with Table 0103.4. TABLE D103.4 REQUIREMENTS FOR DEAD-END FIREAPPARATUS ACCESS ROADS LENmx le "'m lees,MRNAROUNDS REQUIRED e -lad as oma. R.quli 151 -son 20 UI Namm.m.ad, so -f ,-Y"cr 9Fsesr l malerw-dl cur In arrenh.r. elth clew. reful 25 1204.1 Hama"" ad, Fail pr 91Sal-760 9diameter euluda-sau in-molsrlce wkly Figure D103.1 Ovar7co Special approval required 0103.5 Fin apparatus access road gates Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1.The minimum gatewldthshall be 20 feet (6095 mmj. 2. Gates shall be of the awaiting or sliding type. 3. Construction of gates shall be of materials that allow manual operation by one person. 4. Gate components shall be maintained in an operative condition A ah times and replaced or repaired when detective, S. Electric gates stall be equipped with a m e aitts of opening the gate by fee department personnel for emergency access. Emergency opening devices shall be approved bythe fire code official. 6. Manuai opening gates shall nal be locked with a padlockor chain and padlock unless they are capable of being opened bymeans of forcible entry tools or when a key box containing the keyisl to the lack Is installed at the gate location. 7. Locking device speclPcatiom shall tie submitted for approval by the tire code official. E. Electric gate operators, where provided, shall be listed In accordance with UL 325. 9. Gates !mended for automatic operation shell be designed, constructed andinstalted to complywdh the requirements of ASTM F 220D. Guidelines referenced from the 2012 Frederick County Fire Prevention Code APPENDIX D FIRE APPARATUS ACCESS RpADS 0 0103.6 Signs Where required by the fire code official, fire appretus access roads shall be marked wnh permanent NO PARKING -FIRE LANE signs mouthing with Figure D103,6. Signs shall have a minimum dimension of 121nches (305 mm) wide by 15 inches (457 men) high sort have red letters on a white reflective background, Signs shall be posted on one or both sides or the Are apparatus road as required by Section 0103.6.1 or DQIRi 2, SIGN TYPE "A•' SIGN TYPE "C' SIGN TYPE "D' SIGN TYPE MODIFIED "D" NO NQ NONQ RAF8LINQ PARKING PAflIUNG � PARKR2O T la- tis• t � E Fl� E TIRE ERNE � FIF�I = I �tr� �12- 7r �tx i �Ilf FIGURE D103.5 FIRE LANE SIGNS D103.6.1 Roads 20 to 26 fast in width Fire lane signsas specified In Section D103.6 shall be posted on both sides of fire apparatus access roads that are 20 to 26 feet wide (fdJ96 to 7925 mm), D10.6.2 Roads mere than 26 feet in width Fire lane signs asspecified in Section DI03.6 shag be posted on one side of nee apparatus acc ss reads more than 26 feet wide (79 75 mmj and less than 32 feet wide (9754 mm). SECTION 0104 COMMERCIAL AND INDUSTRIAL DEVELOPMENTS DID4.1 Buildings exceeding three stories or 30 feet In height Buildings or facilities exceeding 30 feet (9144 mmj or three stories in height shall have at least two means of ore apparatus access for each structure. D209.2 Buildings exceeding 62,ODo square fees in area guddlerp or facilities in-gi a grass building area of more than 62,000 square feet 151 m2l shall be provided with two separate and apprafed Are apparatus access roads. Exception: Projects having a gross building area of up to 124,00) Square fret 111520 m2) that have a single approved fire apparatus access read when all buildings are equlpped throughout with approved automatic sprinkler systems. V z Ysri At 1► Z W6 w � W W V I � 0! 0 Z V A� I L V H Z rev, No. Date { RANDY L EPLER � LIC. No 32809 O V-rW1-201-3 s`StoNAL� DATE: FEB. 28, 2017 SCALE: - N/A DESIGNED BY: RLK FILE NO. 3015L SHEET 04.09 17-01 _ x'11' �' , �,, 1 ✓— r l �r . ��` � a '� �� P � � �rf�—� , � - \ UNDERGROUND ! I t' © a e %' / !� S��v ; "�— — \ ` sroRAGE � — �1� � « FUTURE BUILDING 3 ' = \ - SWM POND B OPEN SPACEI CONSERVATION AREA ` \ \ 1 `\ •\ �\ - �e SWM POND BIORETENTION BIORETENTION BASIN _ A �\ \ _ — c : ��`.< \ \ 1\\. ` FUTUREFRAIL 1 VI MANUFACTIERED / fty _ OPEN SPACE/ -� \ CONSERVATION - .� �, ., ,,\ ' ' O w J, `\�.� � � �i s r' ;1 AREA UNDERGROUND STO POND RAGE , \\ \ ` _ EX. FARM \ �\ ♦ MANUFACTURED DEVICE nC CONSERVATION I OPEN SPACEI ` ' L\ GRASS *\\ AREA \ FUTURE i • CHANNEL# Mom\� �\ TRAILS 310 ETENTION `� ` �� BASIN"E" POTENTIAL !1 FUTURE •` � � � � \� � ` � ---�� —�� � / OPEN SPACE! AREA BMP LEGEND SITE BOUNDARY ``tel VRRM AREA LIMITS A, 8, C, D, E DRAINAGE AREA LABELS IIIIIIIIIIr DRAINAGE DIVIDES DRAINAGE AREAS TREATED BY BMP DEVICES DRAINAGE AREAS TREATED BY BIDRETENTIflN DRAINAGE AREAS TREATED BY MANUFACTURED DEVICES DRAINAGE AREAS TREATED BY GRASS CHANNELS / 60 30 U 60 120 FORESTIOPEN SPACE - j/ f _ PROTECTED CONSERVATION SCALE: 1" = 60' AREA v'np:Y P.umr PSloNs: Yauwdwwbbel 6if3NrdNN Iwr:Pif road, en PaeFei New oe:mNpmeni f.Brrpnnsre 5preaaNmY Yersfnn 9.0 pmP peace Sae l�lgv Lor 3011 RAs 0 Rxr sire x+mmarY „etP„ d mw rima + ET, NseIN ra.i, xw, r.m fq t r Ro.ao o.su a.00 s.0 aoa zn .Y+0.'a ] pdP 130 35 lb,ae- CeYerfenesl AOP iib 1NW1 6w 1 l3i 1 33 11,10 d slm rr erne cw., rusne,s Irma" nletl llb/prl zu< "ardan>nn.mtrtlnehr} I ries I 51re ampuana Sumlmry lel PunerrvaYn.. Prdutrbnln'1 tx;103 lal ne.eaP4'.:1 a1fXiN ePW:a f Abmptlfllryrl .3 'm. m -v Intl rb � namaY Neff re+CBPpmYen {lbjpi y D,WmP Area ASBm wnVpan fuuesl Bp] Pm pW122® 0 aRepm'rmil+<m<I Imem"usCwerlatrn Bac P,U p.� pBp L03 R � Ptyni[c tretlPPna "upajpeyy""r ummneaxmpe Il�mmm leatf reed ,o Ppmp Ypls�aaNs �,�y„la 0e Z Q ueNmefN'I .in fNd FWp,f PV,Ya iaP Pn Plme�ieamNemer m,fQelpmtNYlon p.pra ilE,P , � me a Ey 3sws3 am B.z3 ,<a. M,ppy„ :eesel P�eYo- �.rrrt YAsa 3.su 3aas.zs 3m -r.sa 1.a 3,3s raa ner,fra. rnrmtlNmatl -ma 1.3r rl leve peem enatbpnwmY B.R Ib u e -u ueaOamnPm Rah W ei N 0 45f Q YigYNnumm Rq��me: urpwewt.wraY .reORv n .. s wmm.rp bl.Ifu Nhn weWY wpmasummary I0 _ '✓1� ®aa®Ileo Ilsrm�����o F��f✓m�F maaoao fa�faes�l�®mea ��a0oo��ws� �a�r�aaa NOTES: 1. WATER QUALITY AND LAND DISTURBANCE FOR THIS PROJECT WERE DEVELOPED FOR THIS PROJECT l+NFCU PARKING GARAGE” AND THE FUTURE PROJECT "NFCU BUILDING 3". 2, TOTAL IMPERVIOUS AREA FOR BOTH PROJECTS COMBINED IS 7.76 ACRES. 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 143.165 (D). l Rev. No. f Date 02 03:,31_2017 RANDY L MLER > Lie. No. 32809 o�t Imo- L� 1 v'' - L DATE: FEB. 28, 2017 SCALE: i" = 60' DESIGNED BY: RLK FILE NO. 3015L SHEET 05.01 17-01 r� V E- I� Z Q Q Q, a Ey E. L) d Q LL) Q LL En Z l Rev. No. f Date 02 03:,31_2017 RANDY L MLER > Lie. No. 32809 o�t Imo- L� 1 v'' - L DATE: FEB. 28, 2017 SCALE: i" = 60' DESIGNED BY: RLK FILE NO. 3015L SHEET 05.01 17-01 •................ � r TC FLOW PATH JYP.) 4A' - J TO FLOW /r PATH (TYP.) / EX POND—� a'RICKETTS POND" A 14A EX. INDEPEND CE \\ r\ P DRIVE - "._ \ / f ' , EX. SECURITY ` DRIVE ' t i � 1 EX. POND WINCHESTER 1 PRINTERS POND° 71 6 EX. PONDI' "AIRPORT POND' ' J� TO FLOW' PATH (TYP.}'� 1 X�PCJND "A' - —� ` J EX POND "B" EX. BIORETENT;ON "A" 13D4. EX. POND ' I, ♦�' ._1 " i --'1` "FARM POND" 13, 3 I TO FLOW - PATH (TYP.) `POTENTIAL FUTURE RT:37 _ 12 �.o }` §TUDYTJONT #f f ' / '• `l��' I ♦ III 9d� .. \ PRE -DEVELOPMENT SWM DRAINAGE DIVIDE MAP 200 0 200 400 SCALE: 1" = 200' STORMWATER MANAGEMENT 8, BEST MANAGEMENT PRACTICES SUMMARY THE WATER QUALITY REQUIREMENTS WILL BE MET BY PURCHASING WATER QUALITY CREDITS AND REMOVING AT LEAST 75% PHOSPHORUS ONSITE WITH THE EXISTING BIORETENTION BASIN, PROPOSED BIORETENTION BASINS, MANUFACTURED BIORETENTION BASINS AND GRASS CHANNEL. AN AFFIDAVIT OF CREDIT OF SALE FOR 2.24 POUNDS OF PHOSPHORUS FROM ONE OF THE DEQ APPROVED NUTRIENT BANK FACILITIES FOR FREDERICK COUNTY WITHIN THE POTOMAC WATERSHED WILL BE PROVIDED TO BOTH DEQ AND FREDERICK COUNTY PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT. THE STORM WATER REQUIREMENTS (CHANNEL AND FLOOD PROTECTION) WERE MET BY PROPOSED SWM FACILITIES ( PROPOSED DETENTION POND "A" WITH UNDERGROUND STORAGE & BIORETENTION BASIN "E" WITH UNDERGROUND STORAGE). TC FLOW f ry \� ` +� PATH (TYP.) TO FLOW 4+ PATI (TYP.) E%. POND 'J"RICKETTS POND' q t} EX. INDEPEND CE' 1\\l f ! DRIVE - \\�� _ EX. SECURITY ` ` \ DRIVE EX. POND 1 °AIRPORT POND" 14ATO FLOW S ♦ / PATH (TYP.) \1 3 D EX. BIORETENTION "A" BIORETENTION "B" ---- ♦ el ` EX. POND ! '"FARM POND' ` BIORETENTION 14 '� 3 TO FLOW - PATH (TYP.) POST -DEVELOPMENT SWM DRAINAGE DIVIDE MAP 200 0 200 400 SCALE: 1" = 200` ♦ .,00, � r r POTENTIAL FUTURE RT.:37 1 EX. POND "WINCHESTER PRINTERS PON[ 8 1 t i � X16 � q a I" 13A 1� r _j i7 � --_ . ^ � � • � � � _ � EX. POND �J BIORETENTION ICN �' 4 ., t` I POND "A" WITH 3A < � UNSTORAGEND 1.0,j ♦ ®. 101, yo, o3 Cl K jf ,mac BIORETENTION "E" f WITH UNDERGROUND STORAGE f 5 U �1 SWM LEGEND - - - SITE BOUNDARY 1-5 DRAINAGE AREA LABELS DRAINAGE DIVIDES i SITE AREA "ONSITE" (AREA WITH I.F. FOR ENERGY BALANCE COMPUTATIONS PRE -DEVELOPMENT OFFSITE DRAINAGE DIVIDE MAP ,- 1000 0 1000 2000 w _ 1 �I1a11, -SCALE 1 ' = 1000 =� r t { l 1 f 1 / 3, 00 r \ Y. 10 ti� X41 �r 7 4A\ 1'. `'o ti'! h of )�r - •, � � � , _��.-�� 13 ..3j 2 94 �� ` 1---- 12 �� w 0 E 0 o I� z o U V, Q� W D U LL z IRev. No.I Date >r- ZA Y L EPLEF LiO. NO, 328C9 lk..�ONAL too I DATE: FEB. 28, 2017 1 SCALE: AS NOTED DESIGNED BY: RLK FILE NO. 3015L SHEET C5.02 17-01 -40 a � z —Zw Lu Z OC z W �i w 0 E 0 o I� z o U V, Q� W D U LL z IRev. No.I Date >r- ZA Y L EPLEF LiO. NO, 328C9 lk..�ONAL too I DATE: FEB. 28, 2017 1 SCALE: AS NOTED DESIGNED BY: RLK FILE NO. 3015L SHEET C5.02 17-01 4" TOPSOIL?. COVER 3.41' 4' 659.59' r EX. GRADE r 18.75' 18.75' 12.00' .� _ 23AAA Rn f DISCHARGE PIPE (TYP) q. CONCR TE ANTI -SEEP STM STRUCTURE COLLA JR (7.33'x7.33') (SEE DETAIL) CONCRETE ANTI -SEEP CUT OFF TRENCH, 4' DEPTH, COLLAR (7.33'x7.33') 4" TOP @ 14 -YR WSE 62.13' STORMWATER MANAGEMENT #1 _ BERM CROSS SECTION NTS "*THE 100 YEAR WATER SURFACE ELEVATION (WSE) ASSUMES ALL OPENINGS BELOW THE TOP OF THE RISER ARE CLOGGED AND THE STARTING WSE IS AT THE TOP OF THE RISER. 675 675 670 685 560 655 ANTI -SEEP COLLAR DESIGN I. PHREATICLINE COMP 10 YR STM ELEV = 659.59' 1. DEPTH OF WATER AT PRINCIPAL SPILLWAY CREST (Y) = 16.0 FT LINE LENGTH @ 4:1 = 62,13' 2. SLOPE OF UPSTREAM FACE OF EMBANKMENT (Z) 2:1 SLOPE 16.30' TO TOE, DOES NOT CROSS BANK ABOVE 3. SLOPE OF PRINCIPLE SPILLWAY BARREL (Sb) 0.50% SLOPE TOE, NO DRAINAGE SYSTEM REQUIRED 4. LENGTH OF BARREL IN SATURATED ZONE (Ls) = 6156 FT 2. DISCHARGE PIPE SHALL BE BEDDED AND S. NUMBER OF COLLARS REQUIRED (FROM PLATE 3.14-12) = 3 COLLARS BACKFILLED WITH FINE GRAINED SOILS. FINE COLLAR DIMENSIONS -7.33'x7.33' GRAINED SOILS SHALL HAVE STONE 1" OR LESS IN DIAMETER FOR A MINIMUM OF V AROUND PIPE IN HOMOGENEOUS FILL AREAS OF BACKFILL. COMPACTED TO 95% MAX. �°l �l� 4AV DENSITY TOP OF BERM ELEV.= 663.00 12' 4" TOPSOIL?. COVER 3.41' 4' 659.59' r EX. GRADE r 18.75' 18.75' 12.00' .� _ 23AAA Rn f DISCHARGE PIPE (TYP) q. CONCR TE ANTI -SEEP STM STRUCTURE COLLA JR (7.33'x7.33') (SEE DETAIL) CONCRETE ANTI -SEEP CUT OFF TRENCH, 4' DEPTH, COLLAR (7.33'x7.33') 4" TOP @ 14 -YR WSE 62.13' STORMWATER MANAGEMENT #1 _ BERM CROSS SECTION NTS "*THE 100 YEAR WATER SURFACE ELEVATION (WSE) ASSUMES ALL OPENINGS BELOW THE TOP OF THE RISER ARE CLOGGED AND THE STARTING WSE IS AT THE TOP OF THE RISER. 675 675 670 685 560 655 vim 670 665 660 �l■�r�■0■A�1�`. MR ■�:��frrf� �°l �l� 670 665 660 SWM POND A- SEC "A -An NaRz. scALE: r - so' vl�r. scALe r- ' Dor �FM_ �' ` �a cZ4 u \\ �+'� r F ��_--TOP -44 �• � _. - � -_ .� - _ - .I e - 2.72= - _ \ 4' �"gT. � �-� - l - -� t a Lay - y H RIP -RAP S 4 \� - - - SEDIMENT CL. I FOREBAY ' z F - J it r CONC ` ` a RETE A - FLUME LOW FLOW CONTROL 4 _ "v ^ < F I - BACKWATER SWM RISER 16,50 �. ,5 < ] FLOW PIPES 17 STRUCTUI2 RIP -RAP 31 \ d STORAGEAREA - ENERGY DISSIPATOR CONCRETE `�. FLUME " 1 V 10 YR W.S.E. = 659.59 j' MAINTENANCE PORT (TYP.) ` UNDERGROUND PIPE SPILLOUT k f i k• 1�ira° ti \ STORAGE Z E - Anti -Flotation Desi n - Riser Buoyanev Check W W SWM Basin #A - Prin-I Riser W 1. Volume of Water Displaced -- ft. x 103.87 ft. x 15.20 ft. = 1578.82 Gu.ft. SWM PON[ A- PLAN VIEW 2. Weight of Water Displaced 1578.82 Iblcu.ft. x 62-40 Ib/tuft = 98518.62 lbs HORZ. SCALE: 1' - 20' <1 3. Volume of Concrete 20 10 C 20 4C LL U) Concrete filled base --- ft. 103.87 ft, x 5.00 ft, = 519.35 cu.ft. Wall 0.75 ft. x 31.42 ft. x 15.20 ft. = 358.19 cu.ft. SCALE: 1" - 20' Z minus Culvert 12" 0.75 ft x 0,79 ft. x - ft. _ -0.59 tuft. 12' WIDE TOP OF BERM _TOP OF BERM - h minus Culvert 48" 0.75 ft. x 12.57 fL x -• ft. -9.43 cult. ELEV. - 663.00 TYp. TRASH RACK BY PLASTIC minus Weir 0.9'x4.8' 0.75 ff. x 0.90 ft. X 4.80 ft. _ -3.24 cu.ft. SOLUTION OR APPROVED EQUAL Total Volume minus openings 864.28 cu..ft. ?T COMBINED RISER & 4. Weight of Concrete 864.28 Iblcu.ft. x 150.00 IblCu,ft. = 129641.70 lbs ❑^ EMERGENCY SPILLWAY 5. Safety Factor Min, 1.25 129641.70 lbs 1 98518.62 lbs = 1.32 Safety Factor II�.JIJ SZ 100 YR WS ELEV 660.99`" 5171 F TOP RISER 10 YR WS ELEV 659.59 6. CONCRETE SLAB I PLASTIC SOLUTIONS BMP ELEV = 659,60 FOR ORIFICE GRATE1 TRASH RACK STEEL PLATE • EW -1 BOLTED TO EW -1 STEEL PLATE BOLTED TO EW -1 WITH 7" DIAMETER 0 0 0 12" PIPE I I LOW FLOW ORIFICE STANDARD WEIR ELEV = 654.80 '9 1 YR WS ELEV 654.76 (SEE LOW FLOW ORIFICE 7,0" DIA CONCRETE 0.9' W x 4.8' H DETAIL THIS SHEET) f - <\ ORIFICE LOW MH RISER PLASTIC - a 0 0 FLOW) STANDARD 10' SOLUTIONS i ) 13ev. No. Dake 10' CONCRETE MH TRASH RACK OR �\ �/ 02 03-31-3017 RISER APPROVED EQUAL 0 0 26,-12" RCP ASTM C-361 - SEE LOW 0.9' W x 4.8' H \ ! �+ITH 0 EW -1 4 r (RUBBER GASKETS ( WEIR / --- W.T. JOINTS) FLOW ORIFICE O / -CO; 48" @ 0.38% DETAIL, THIS SHEET) EW -1 EW -1 '1 RCP ASTM C-361 I 644.50 O RY L� Lf R 5 d (RUBBER GASKETS 7'" ORIFICE 644.60 644.40 1 LIC, NO. 32$09 W.T. JOINTS) 644.40 STEEL PLATE @ 0. so% PROP. GRADE BOLTED TO EW -1 -- - PIPE E i y e ` - PLASTIC SOLUTIONS BMP70NAL, d TRASH RACK A x • 6' TOPSOIL pA FILL WITH CONCRETE FOR ?' ��' + •d" ` I 7" DIA. DATE: FEB. 28, 2017 `• . s4 +; 1" DIA, STEEL ROD l ORIFICE BUOYANCY . •d<. ' ; � . - .. (LOW ROWEL 4" D.C. 48" PIPE I I TOP TRASH FLOW) SCALE: AS NOTED CONNECTING THE 6" CONCRETE RACK NOT ""THE 100 YEAR WATER SURFACE i/ EW -1 AND SLAB APRON SLAB FOR SHOWN FOR ELEVATION (WSE) ASSUMES ALL DESIGNED BY: RLK BMP TRASH RACK CLARITY OPENI BELOW - CONC. APRON RISER R CLOGGED AND THE THE STORMWATER MANAGEMENT BASIN A (SLAB) FILE NO. 3015L STARTING I CLOGGED THE SECTION - SWM RISER STRUCTURE PRINCIPAL RISER PLAN VIEW SHEET 05.03 STARTING WSE IS AT THE TOP OF THE RISER. NTS NTS LOW FLOW ORIFICE DETAIL NTS 17-01 �l■�r�■0■A�1�`. MR SWM POND A- SEC "A -An NaRz. scALE: r - so' vl�r. scALe r- ' Dor �FM_ �' ` �a cZ4 u \\ �+'� r F ��_--TOP -44 �• � _. - � -_ .� - _ - .I e - 2.72= - _ \ 4' �"gT. � �-� - l - -� t a Lay - y H RIP -RAP S 4 \� - - - SEDIMENT CL. I FOREBAY ' z F - J it r CONC ` ` a RETE A - FLUME LOW FLOW CONTROL 4 _ "v ^ < F I - BACKWATER SWM RISER 16,50 �. ,5 < ] FLOW PIPES 17 STRUCTUI2 RIP -RAP 31 \ d STORAGEAREA - ENERGY DISSIPATOR CONCRETE `�. FLUME " 1 V 10 YR W.S.E. = 659.59 j' MAINTENANCE PORT (TYP.) ` UNDERGROUND PIPE SPILLOUT k f i k• 1�ira° ti \ STORAGE Z E - Anti -Flotation Desi n - Riser Buoyanev Check W W SWM Basin #A - Prin-I Riser W 1. Volume of Water Displaced -- ft. x 103.87 ft. x 15.20 ft. = 1578.82 Gu.ft. SWM PON[ A- PLAN VIEW 2. Weight of Water Displaced 1578.82 Iblcu.ft. x 62-40 Ib/tuft = 98518.62 lbs HORZ. SCALE: 1' - 20' <1 3. Volume of Concrete 20 10 C 20 4C LL U) Concrete filled base --- ft. 103.87 ft, x 5.00 ft, = 519.35 cu.ft. Wall 0.75 ft. x 31.42 ft. x 15.20 ft. = 358.19 cu.ft. SCALE: 1" - 20' Z minus Culvert 12" 0.75 ft x 0,79 ft. x - ft. _ -0.59 tuft. 12' WIDE TOP OF BERM _TOP OF BERM - h minus Culvert 48" 0.75 ft. x 12.57 fL x -• ft. -9.43 cult. ELEV. - 663.00 TYp. TRASH RACK BY PLASTIC minus Weir 0.9'x4.8' 0.75 ff. x 0.90 ft. X 4.80 ft. _ -3.24 cu.ft. SOLUTION OR APPROVED EQUAL Total Volume minus openings 864.28 cu..ft. ?T COMBINED RISER & 4. Weight of Concrete 864.28 Iblcu.ft. x 150.00 IblCu,ft. = 129641.70 lbs ❑^ EMERGENCY SPILLWAY 5. Safety Factor Min, 1.25 129641.70 lbs 1 98518.62 lbs = 1.32 Safety Factor II�.JIJ SZ 100 YR WS ELEV 660.99`" 5171 F TOP RISER 10 YR WS ELEV 659.59 6. CONCRETE SLAB I PLASTIC SOLUTIONS BMP ELEV = 659,60 FOR ORIFICE GRATE1 TRASH RACK STEEL PLATE • EW -1 BOLTED TO EW -1 STEEL PLATE BOLTED TO EW -1 WITH 7" DIAMETER 0 0 0 12" PIPE I I LOW FLOW ORIFICE STANDARD WEIR ELEV = 654.80 '9 1 YR WS ELEV 654.76 (SEE LOW FLOW ORIFICE 7,0" DIA CONCRETE 0.9' W x 4.8' H DETAIL THIS SHEET) f - <\ ORIFICE LOW MH RISER PLASTIC - a 0 0 FLOW) STANDARD 10' SOLUTIONS i ) 13ev. No. Dake 10' CONCRETE MH TRASH RACK OR �\ �/ 02 03-31-3017 RISER APPROVED EQUAL 0 0 26,-12" RCP ASTM C-361 - SEE LOW 0.9' W x 4.8' H \ ! �+ITH 0 EW -1 4 r (RUBBER GASKETS ( WEIR / --- W.T. JOINTS) FLOW ORIFICE O / -CO; 48" @ 0.38% DETAIL, THIS SHEET) EW -1 EW -1 '1 RCP ASTM C-361 I 644.50 O RY L� Lf R 5 d (RUBBER GASKETS 7'" ORIFICE 644.60 644.40 1 LIC, NO. 32$09 W.T. JOINTS) 644.40 STEEL PLATE @ 0. so% PROP. GRADE BOLTED TO EW -1 -- - PIPE E i y e ` - PLASTIC SOLUTIONS BMP70NAL, d TRASH RACK A x • 6' TOPSOIL pA FILL WITH CONCRETE FOR ?' ��' + •d" ` I 7" DIA. DATE: FEB. 28, 2017 `• . s4 +; 1" DIA, STEEL ROD l ORIFICE BUOYANCY . •d<. ' ; � . - .. (LOW ROWEL 4" D.C. 48" PIPE I I TOP TRASH FLOW) SCALE: AS NOTED CONNECTING THE 6" CONCRETE RACK NOT ""THE 100 YEAR WATER SURFACE i/ EW -1 AND SLAB APRON SLAB FOR SHOWN FOR ELEVATION (WSE) ASSUMES ALL DESIGNED BY: RLK BMP TRASH RACK CLARITY OPENI BELOW - CONC. APRON RISER R CLOGGED AND THE THE STORMWATER MANAGEMENT BASIN A (SLAB) FILE NO. 3015L STARTING I CLOGGED THE SECTION - SWM RISER STRUCTURE PRINCIPAL RISER PLAN VIEW SHEET 05.03 STARTING WSE IS AT THE TOP OF THE RISER. NTS NTS LOW FLOW ORIFICE DETAIL NTS 17-01 675 670 665 660 655 645 640 635 0 I EX RADE- P PE CIL __ PRO - GRA E N 1 0 0 15.75' ` TERNAIING f'. l STACK€D__ R -TANKS CL PROP. --- - l1NDERG OUND- -STO GE SWM POND A- PLAN VIEW 02 03-91-2017 -- - - GRADE F4 F4 Z w - HORZ. SCALE: - 201 ALTERNATING FRONT VIEW ISOMETRIC VIEW ULER RA Li LIC. M0. 32809 '- MODULE DATA 100YR_ MODULES' WSE_66Q.99' LOAD RATING: 42,9 PSI, (MODULE ONLY) WIDTH = 15,75 IN. (401) MM) HS25, (WITH ACF COVER SYSTEM) HEIGHT = 52.801N =9:3' - DATE: FEB. 2�, 2017 -PIPE -C/L STORAGE VOLUME = 12.84 CF POLYPROPYLENE - - 12.5 - - - WS -59,59 - --- - DS N-12 W.T. SEGMENTITOTAL 5130 SCAIY,: -AS NOTED JOINTS ALTERNA 1YR R-TANKSD - HEX MODULE _ STACK _ - 1NSE=664 78 R TAN BACKWATER - -7 U DERGROU'ND - (HEX SEP Fl. OW PIPE 17-Q1 STORAGE TRAS RACK - TANK INV RT = 647.75 4zIP- (O% SLOP -ON -R --TANKS) 8 2V- -- 24' . 2. ' LU S N -12.W -T - - - S N-12 W.T. JOINTS JOINTSP.0@ 0,00% v I i U m LU CD - 03 N 7> oz ---J 675 670 665 660 'ONE 655 ING D 7 650 )NE 645 640 635 630 630 0+00 0+50 1+00 1+50 SWM POND A- SEC °B -B° HOFIZ. SCALE-. 1' - 501 VERT. SCALE r -s *'THE 100 YEAR WATER SURFACE ELEVATION (WSE) ASSUMES ALL OPENINGS 675 670 665 660 6555 650 675 670 665 660 655 650 645 645 -0+50 0+00 0+50 1+00 SWM POND A- SEC TC -CA HO RZ SCALE 1' - 50' VMr SCAM 1 -V PLASTIC SOLUTIONS BMP TRASH RACK CONC.APRON (SLAB) TRASH RACK DETAIL NTS r C4 r4 K 'riC•.1'1�. r' t� ;.►� I t 000 .31 - L ■rrrr ■rrr�: °�I<►� f-1�7J1ti11�1"� �t�� �' ' .ter■■ ' ''��' '��r� � � • • �����`►�� ����' � • - :tea-■i'si► r�i�*�*� �� l�� ... r ■■■_ .��, a I r+r■�� I r�r��i'MOWS- �� •rs � -� �� �x��� rr�r • 1 ■ �'w rrr ,• %'71� ,I i" • � ~ ;� .!r 1 .rid ' � � �j \ �, W-160- , I EX RADE- P PE CIL __ PRO - GRA E N 1 26.15" _Y 15.75' ` TERNAIING f'. l STACK€D__ R -TANKS CL SEPTA}" - --- - l1NDERG OUND- -STO GE SWM POND A- PLAN VIEW 02 03-91-2017 -- - - TANK INVERT647 75 Q SLQ-P� 13. 675 670 665 660 655 650 645 645 -0+50 0+00 0+50 1+00 SWM POND A- SEC TC -CA HO RZ SCALE 1' - 50' VMr SCAM 1 -V PLASTIC SOLUTIONS BMP TRASH RACK CONC.APRON (SLAB) TRASH RACK DETAIL NTS r C4 r4 K 'riC•.1'1�. r' t� ;.►� I t 000 .31 - L ■rrrr ■rrr�: °�I<►� f-1�7J1ti11�1"� �t�� �' ' .ter■■ ' ''��' '��r� � � • • �����`►�� ����' � • - :tea-■i'si► r�i�*�*� �� l�� ... r ■■■_ .��, a I r+r■�� I r�r��i'MOWS- �� •rs � -� �� �x��� rr�r • 1 ■ �'w rrr ,• %'71� ,I i" • � ~ ;� .!r 1 .rid ' � � �j \ �, W-160- , I I N 1 26.15" _Y 15.75' ` f'. l CL SWM POND A- PLAN VIEW 02 03-91-2017 F4 F4 Z w i HORZ. SCALE: - 201 ALTERNATING FRONT VIEW Site 28,15" 1 N SIDE VIEW 26,15" - PLAN VIEW LET'S GET IT DONE z x O z 15,75" - I I N 1 26.15" _Y 15.75' ` f'. Rev. No, Date 02 03-91-2017 1 i ---- - -- t ALTERNATING FRONT VIEW ISOMETRIC VIEW ULER RA Li LIC. M0. 32809 '- MODULE DATA jONAL MODULES' GEOMETRY: LENGTH = 28.15 IN. (715 MM) LOAD RATING: 42,9 PSI, (MODULE ONLY) WIDTH = 15,75 IN. (401) MM) HS25, (WITH ACF COVER SYSTEM) HEIGHT = 52.801N DATE: FEB. 2�, 2017 TANK VOLUME = 13.52 CF MATERIAL: 100% RECYCLED STORAGE VOLUME = 12.84 CF POLYPROPYLENE -` SEPTA VOID INTERNAL VOLUME: 95% SMALL PLATES PER VOID SURFACE AREA: 9D% SEGMENTITOTAL 5130 SCAIY,: -AS NOTED DESIGNED BY. RLK R-TANKSD - HEX MODULE FILE NO. 3015L FOR ADDITIONAL INFORMATION PLEASE CONTACT. ACF ENVIRONMENTAL, 1.800-448-3636, www.acfenvPronroenW.com 5116 SHEET C5.04 17-Q1 I i ---J SIDE V{EW - REFER TO MANUFACTURER FRONT VIEW STACKED R -TANKS DETAIL RECOMMENDATIONS FOR 28,15" INSTALLATION OF STACKED - IsoMETRIc VIEW N.T.S. R -TANKS MODULE DATA Anti -Flotation Design -Riser Buoyancy Check SWM Basin #A - R -Tank Riser GEOMETRY: LENGTH = 28.15 IN- (715 MM) WIDTH = 15.75 11 (400 MM) LOAD RATING: 42.9 PSI, {MODULE ONLY) HS25, (WITH ACF COVER SYSTEM 1. Volume of Water Displaced - ft. x 19.64 ft. X 12.10 ft. = 237.64 cu.ft. HEIGHT = 61.47 IN. 2. Weight of Water Displaced 237,84 Ib/cu.ft. x 62.40 Ib/cu.ft. = 14828,99 Ibs t TANK VOLUME = 1534 CF STORAGE VOLUME =14.95 CF MATERIAL: 100% RECYCLED POLYPROPYLENE 3. Volume of Concrete PLAN VIEW VOID INTERNAL VOLUME: 95% SMALL PLATES PER VOID SURFACE AREA: 901A SEGMENTITOTAL: 5135 Concrete filled base -- ft, 19.64 ft- x 3.00 ft. = 58.92 cu.ft. Wall 0.50 ft, x 12.57 ft. X 12.10 ft. = 76.05 cu,ft. minus Culvert 24" 0.50 ft. x 3.14 ft- x -- ft- _ -1.57 cu.ft. R-TANKSD - SEPTA MODULE minus Culvert 24" 0.50 ft, X 3.14 it. x -- ft- _ -1.57 cu -ft. Total Volume minus openings 131.83 cu -ft. 4. Weight of Concrete 131.83 Ib/cu.ft. x 150-00 Iblcu.ft. = 19774.28 Ibs LET'S GET IT DUNE FOR ADDITIONAL INFORMATION PLEASE CONTACT: ACF ENVIRONMENTAL, 1-800-448-3638, www.adenvuonmenlalxom 5. Safety Factor Min. 1.25 19774.28 Ibs / 14828-99 Ibs = 1.33 Safety Factor Site 28,15" 1 N SIDE VIEW 26,15" - PLAN VIEW LET'S GET IT DONE z x O z 15,75" - I I N 1 f'. Rev. No, Date 02 03-91-2017 TH opI ---- - -- t FRONT VIEW ISOMETRIC VIEW ULER RA Li LIC. M0. 32809 0'-4 MAf �4,I MODULE DATA jONAL GEOMETRY: LENGTH = 28.15 IN. (715 MM) LOAD RATING: 42,9 PSI, (MODULE ONLY) WIDTH = 15,75 IN. (401) MM) HS25, (WITH ACF COVER SYSTEM) HEIGHT = 52.801N DATE: FEB. 2�, 2017 TANK VOLUME = 13.52 CF MATERIAL: 100% RECYCLED STORAGE VOLUME = 12.84 CF POLYPROPYLENE VOID INTERNAL VOLUME: 95% SMALL PLATES PER VOID SURFACE AREA: 9D% SEGMENTITOTAL 5130 SCAIY,: -AS NOTED DESIGNED BY. RLK R-TANKSD - HEX MODULE FILE NO. 3015L FOR ADDITIONAL INFORMATION PLEASE CONTACT. ACF ENVIRONMENTAL, 1.800-448-3636, www.acfenvPronroenW.com 5116 SHEET C5.04 17-Q1 TOTAL COVER: 18' MINIMUM AND 120" MAXIMUM. FIRST 1"e" MUST BE FREE DRAINING BACKFILL (SPEC SECT3(ON 2.036): STONE <1,5" OR SOIL (USCS CLASS GW, GP, SW OR SPI. ADDHTONAL FILL MAY 8E STRUCTURAL FILL (SPEC SECTION 2.030)-. STONE OR SOIL 1USCS CLASS SM, SP. SW, GM, GP OR GW) WITH MAX CLAY CONTENT<l0%, MAX 25% PASSING NO. 200 SIEVE, AND MAX PLASTICITY INDEX OF 4.A MIN. 12" COVER MUST BE MAINTAINED BETWEEN RACKFILL EQUIPMENT AND THE TOP OFTHE RJANKI SYSTEM AT ALL TIMES. TOTAL HEIGHT OF TOP BACKFILL SHOULD NOT EXCEED 10' CONTACT ACF ENVIRONMENTAL IF MORE THAN 10' OR LESS THAN 18" OF TOP BACKFILL IS REQUIRED (FROM TOP OF TANK TO TOP OF PAVEMENT). UTILITY MARKERS AT CORNERS ITYP.) Ell Pll�-�pphI=Ill��li111l Ir il�ll=1 lr- �II'�rll SII-��If- n 3'(0 08 m) MIN. 8 OZ (OR EQUAL) R-TANKSD UNITS WRAPPED IN WOVEN GEOTEXTILE ACF M200 (OR EQUAL) LOAD RATING: 42.9 PSI (MODULE ONLY) SUBGRADE f EXCAVATION LINE COMPACT PER SPEC SECTION 3.02 D. A BEARING CAPACITY OF 2, DDE PSF MUST BE ACHIEVED PRIOR TO INSTALLING R-TANKSD ENV ME a NOTES: 1 FOR COMPLETE MODULE DATA, SEE APPROPRIATE R -TANK"' MODULE SHEET. 2. INSTALLATIONS PER THIS DETAIL MEET GUIDELINES OF HL -93 LOADING PER THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, CUSTOMARY U.S. UNITS, 7TH EDITION, 2014 WITH 2015 AND 2016 INTERIM REVISIONS. 3. PRE-TRFATMENT STRUCTURES NOTSHOWN. 4. FOR INFILTRATION APPLICATIONS, BASE SHALL BE 4" MIN UNCOMPACTED FREE DRAINING BACKFILL (SPEC SECTION 2.03A) TO PROVIDE A'LEVEL BASE SURFACE. MUST BE SMOOTH, FREE OF LUMPS OR DEBRIS. AND EXTEND Z BEYOND R-TANKSn FOOTPRINT. GEOGRID (TENSAR BX -1200 OR EQUAL) PLACED 12" ABOVE THE R-TANKSD SYSTEM. OVERLAP ADJACENT PANELS BY 18' MIN GEOGRID SHOULD EXTEND S BEYOND THE EXCAVATION FOOTPRINT. PAVED 36" (0,91 m) MIN. SURFACE { COVER FROM FINISHGRADE TO TOP OFT .:. 120 ( 05 ) AN 1V(04 3, 6 m) MIN. � 24' (0.81 mi BASE', 3" MIN, BEDDING MATERIAL (SPEC SECTION 2.03A) MAY BE STONE (<1.5") OR SOIL (USCS CLASS GW, GP, SW OR SP). MUST BE FREE OF LUMPS AND DEBRIS, AND EXTEND 2' BEYOND R -TANK". COMPACT PER SPEC SEC71ON 3.03 A. NATIVE SOILS MAY BE USED IF THEY MEET THE REQUIREMENTS OF SPEC SECTION 2.03A AND ARE ACCEPTED BY OWNER'S ENGINEER. OPTIONAL OVERFLOW PIPE OPTIONAL OUTLET PIPE SIDE BACKFILL 24"' MIN. OF FREE DRAINING BACKFILL {SPEC SECTION 2.03B): STONE <1.5' OR. SOIL (USCS CLASS GW, GP, SW OR SP) MUSTBE FREE FROM LUMPS, DEBRIS AND OTHER SHARP OBJECTS, SPREAD EVENLY TO PREVENT R -TANKS° MOVEMENT, COMPACT SIDE BACKFILL WITH POWERED MECHANICAL COMPACTOR IN 12" LIFTS (PER SPEC SECTION 3.05 A2). MODIFIED SECTION VIEW R -TANKS" & HS -20 LOADS - SECTION VIEW rUR ADDITIONAL INFORMATION PLEASE CONTACT ACF FNVI RONMENTAL. 1 2117 BACKFILL COMPACTED TO NOTES 95% STANDARD PROCTOR • THIS PORT IS USED TO PUMP WATER INTO THE SYSTEM DENSITY AND RE -SUSPEND ACCUMULATED SEOIMENTSO THAT IT MAY BE PUMPED OUT. • MINIMUM REQUIRED MAINTENANCE INCLUDES QUARTERLY INSPECTION DURING THE FIRST YEAR OF OPERATION AND A YEARLY INSPECTION THEREAFTER. FLUSH AS NEEDED. ,A • ONLY R -TANK- AND R-TANKso MAY BE USED IN TRAFFIC APPLICATIONS. • PORTS TO BE LOCATED IN NON -TRAFFIC AREAS. • DO NOT PLACE PORTS IN LOW SPOTS. PORTS WITH PEDESTRIAN GRATES ARE FOR VENTING AND MAINTENANCE PURPOSES, NOT FOR DRAINAGE. • MAINTENANCE PORT LOCATED AT BIORETENTION AREA TO BE SOLID COVER OR THREADED PVC CAP AND T ABOVE FINISHED GRADE TO PREVENT MULCH, SEDIMENT OR DEBRIS FROM ENTERING TANKS. DEPTH SUMMARY TYPE A B R -TANK 12" MfN - 36" MAX AS SHOWN (USCS CLASS GW, GP. SW OR SP). ADDITIONAL FILL MAY BE 2 INSTALLATIONS PER THIS DETAIL MEET GUIDELINES OF HL -93 LOADING PER THE AASHTO LRFD CN PLANS R-TANKHD 20" MIN 699 MAX 12" R-TANKIo 16" MIN - 9.S9` MAX 12" R -TANK (REGULAR SHOWN.) n1.5" S" NOTCHES CUT IN SHADED AREAS (8 OPENINGS TOTAL) PIPE NOTCHING PATTERN SOLID PLATE PLASTIC, SLATE OR EQUIVALENT 16.25" PEDESTRIAN GRATE (LOC. AT SWM POND "A") f (16.25" SOLID FRAME & COVER LOC. AT SIORETENTION M7) )N -CORROSIVE HOSE CLAMP +I- VENTING PERFORATIONS NOTCH BOTTOM OF PIPE SEE PATTERN SURFACE MODIFIED MAINTENANCE PORT WITH GRATE TOP AIEFFMAINTENANCE PORT FOR R-TANkK, R-TANKHD, AND R-TANKSD LET'S GET IT DONE FOR ADDITIONAL INFORMTION PLEASE CONTACT ACF ENVIRONMENTAL, 1-800-448-3636. www- acfenvlronmentalcom 6116 TOTAL COVER. 20` MINIMUM AND 84' MAXIMUM, FIRST 12" MUST SE NOTES: FREE DRAINING BACKFILL (SPEC SECTION 2,038): STONE <1.5' OR SOIL 'I. FOR COMPLETE MODULE DATA, SEE APPROPRIATE R-TANKHo MODULE SHEET (USCS CLASS GW, GP. SW OR SP). ADDITIONAL FILL MAY BE 2 INSTALLATIONS PER THIS DETAIL MEET GUIDELINES OF HL -93 LOADING PER THE AASHTO LRFD STRUCTURAL FILL (SPEC SECTION 2 03C)STONE OR SOIL (USCS BRIDGE DESIGN SPECIFICATIONS, CUSTOMARY U.S. UNITS, TTH EDITION, 2014 WITH 2015 AND 2016 CLASS SM, SP, SW, GM, OF OR GWS WITH MAX CLAY CONTENT -10%. INTERIM REVISIONS. MAX 2b% PASSING NO. 200 SIEVE, AND MAX PLASTICITY INDEX OF 4 A 3. PRE-TREATMENT STRUCTURES NOT SHOWN MIN. 12COVER MUST BE MAINTAINED BETWEEN BACKFILL 4 FOR INFILTRATION APPLICATIONS, BASE SHALL BE 4'° MIN. UNCOMPACTED FREE DRAINING EQUIPMENT AND THE TOP OF THE R-TANKi°' SYSTEM AT ALL TIMES. BACKFILL (SPEC SECTION 2.03A) TO PROVIDE A LEVEL BASE SURFACE. MUST BE SMOOTH. FREE DF TOTAL HEIGHT OF TOP BACKFILL SHOULD NOT EXCEED 7'. CONTACT LUMPS OR DEBRIS, AND EXTEND 2' BEYOND R-TANKHo FOOTPRINT. ACF ENVIRONMENTAL IF MORE THAN 7' OR LESS THAN 20" OF TOP BACKFILL IS REQUIRED {FROM TOP OF TANK TO TOP OF PAVEMENT), A GEOGRID (TENSAR BX -1200 OR EQUAL) PLACED 12" ABOVE THE R-TANKHo SYSTEM. OVERLAP ADJACENT PANELS BY 18" MIN. GEOGRID SHOULD EXTEND T BEYOND THE EXCAVATION FOOTPRINT UTILITY MARKERS AT (0.91 m) MIN PAVEDSURFACE CORNERS (FYP.) �(36' COVER FROM FINISH w � . GRADE TANK. Z I NF pT0 m0 MIN Inn�rr n 71I�I�II;-n n �lfllil: 1 11 99- II I�II� 1 I� Iid11 �r 3" 10.08 m) MIN 8 O2. (OR EQUAL) R-TANKro UNITS WRAPPED IN WOVEN GEOTEXTILE ACF M200 (OR EQUAL) LOAD RATING: 33.4 PSI (MODULE ONLY) SUBGRADE 1 EXCAVATION LINE' COMPACT PER SPEC SECTION 3.02 D. A BEARING CAPACITY OF 2.000 PSF MUST BE ACHIEVED PRIOR TO INSTALLING R-TANKHo END VIEW OF PIPEIFABRIC CONNECTION. W CUT AN "X" IN THE FABRIC SLIGHTLY _ LARGER THAN PIPE, PULL THE FABRIC E-+ AROUND THE PIPE TO CREATE THE "BOOT" NON -CORROSIVE HOSE AND THEN SECURE WITH A HOSE -CLAMP. CLAMP OR TAPE USED TO FASTEN FABRIC TO PIPES 91 TO PREVENT BACKFILL A FROM ENTERING STRUCTURE � GEOTEXTVLE FABRIC OVER ACF R-TANKHU CL w 1 I Z r__� I Q I "X" CUT IN THE INLETIOUTLET LL FABRICTO PIPE L ALLOW _ PIPE/TANK GEOTEXTILE INTERFACE FABRIC GEOTEXTfLE FABRIC OVER ACF R-TANKro NON -CORROSIVE HOSE CLAMP OR TAPE USED TO FASTEN FABRIC TO PIPES TO PREVENT BACKFILL FROM ENTERING - STRUCTURE AGFR-TANKH1) TYPICAL TANK INLETIOUTLET DETAIL FORADDITIONAL INFORMATION PLEASE CONTACT: ACF ENVIRONMENTAL, 1-800-448-3636, WWW.acfenvirDnmental.com 24"(0.61 m) RASE: 3" MIN:. BEDDING MATERIAL (SPEC SECTION 2.03A) MAY BE STONE (<1.5-) OR SOIL (USCS CLASS GW, GP, SW OR SP). MUST BE FREE OF LUMPS AND DEBRIS, AND EXTEND T BEYOND R-TANKHo. COMPACT PER SPEC SECTION 3.03 A. NATIVE SOILS MAY BE USED IF THEY MEET THE REQUIREMENTS OF SPEC SECTION 2.03A AND ARE ACCEPTED BY OWNER'S ENGINEER. f=11(=11II' II 11 II, OPTIONAL OVERFLOW PIPE OPTIONAL OUTLET PIPE SIDE BACKFILL: 24" MIN. OF FREE DRAINING BACKFILL (SPEC SECTION 2.036): STONE <1.5' OR SOIL (USCS CLASS GW, GP, SW OR SP) MUST BE FREE FROM LUMPS. DEBRIS AND OTHER SHARP OBJECTS, SPREAD EVENLY TO PREVENT R-TANKHl MOVEMENT. COMPACT SIDE BACKFILL WITH POWERED MECHANICAL COMPACTOR IN 12" LIFTS (PER SPEC SECTION 3.05 A2). MODIFIED SECTION VIEW R-TANKHD & HS -20 LOADS - SECTION VIEW LET'S GET IT DONE FOR ADDITIONAL INFORMATION PLEASE CONTACT. ACF ENVIRONMENTAL, 1-800-448-3636, W Wv.ecfenvironmental.com 1/17 Rev. ND.I Date 08 03-31--2017 Lic. N0. 32809 +k:joNAL � DATE: FEB. 28, 2017 SCALE: AS NOTED DESIGNED BY: RLK FILE NO. 3015L SHEET C5.05 17-01 W E-+ Q W E- 91 E" U A CL w Z � Q LL L Rev. ND.I Date 08 03-31--2017 Lic. N0. 32809 +k:joNAL � DATE: FEB. 28, 2017 SCALE: AS NOTED DESIGNED BY: RLK FILE NO. 3015L SHEET C5.05 17-01 '40 1 1 \ lk I _ FUTURE PRETREATMENT CELL' ` MODIFIED Di -2A d � J%/ / f J� m `� � 'FUTUREGRBION / WALL CHECK DAM /X CID FUTURE FOCAL POINT Y BIOFILTRATION SYSTEM "B"F(� GABION / \ �' FUTURE EX. BIORETENTION // // ` CURB CUTS x \\ BASIN "A" / \ FUTURE 2GRAVEL /s / \ \ DIAPHRAGM / . 1 /1 �� f $ FUTURE R -TANK INLET CONNECTION 6 FUTURE OVERFLOW BYPASS W1 ROUND STORMRAx / z - t FUTURE 6' GRAVEL- DIAPHRAGM FUTURE GASION t - \ \ 66 WALL CHECK DAM =NCH r AIN y 7 FUTURL Z ( rvAVEL DIAPHRAGM FUTURE I MODIFIED DI -2A /-FUTURE GABIO�V WAIL CHECK DAM \ \\ \ \ ./ �_ FUTURE FUTLIIRE FUTURE PRETREATMENT CELL `-~ ti PRETREATMENT CURB CUT a ' - - S CELL \ - " V58 6c i Ess. 675 660 J UNDERORRIN HEIGHT 9.451X. 675 654 \ � � \ ' � � � CURB CUT c EXISTING \ ti � \ SAW TOOTH CURB y \/)/\/ \ s \ \ ` FOREBAY ' \ \ \ \ \ l T GRAVEL DIAPHRAGM a5\ a 2" GRASS STRIPS EX. -RIP-RAP I � - 2'G EL DIAPHRAGM 64 � � �� - GA610N WALL CHECK DAM ,, Iss© 20 10 0 20 40 SCALE: 1" = 20' BIORETENTION BASINS AA" AND "BT- PLAN VIEW FIORZ. SCALE: T - 20' 680 680 675 J UNDERORRIN HEIGHT 9.451X. 675 670 670 665 665 ��� J'i�■ CiEOTIXTILE 660i 660 0 F �'m 655 —�— 655 RrwsEn irlARCH 2015 cur IN SHADED AREAS Q REVISED GhARf.H ?.OTS 650 650 -- • 645 640 645 640 =am - _ 0+00 0+50 BIO'RETENTION B - 1+00 1+50 2+00 SECTION T -Fn HORS SCAUS T - 50' VERT. SCALE 1'-3' S e Z C? U w 3" AGED DOUBLE SHREDDED ) � \. HARDWOOD MULCH WITH (/j `/ FINES REMOVED I© a � 18"NIGH FLOW MED€A . ... .. .- IDG'! HR IMlN.) G r S 4 f (EE SPECIFICATIONS) UZ. .......... FP1O0()PENMESi-1 6" BRIDGING STONE . ..- .' 6EOfiEkT.ILE (SEE SPECIFICATIONS) = o 'A R -TANK 0.5 5°) STRUCTURAL UNDERDRAIN a (9.4U. 3" LEVEL EASE ( �TCONTAINMENT J UNDERORRIN HEIGHT 9.451X. CiEOTIXTILE MIN.) 0 F �'m RrwsEn irlARCH 2015 cur IN SHADED AREAS Q REVISED GhARf.H ?.OTS • E ' GABION 7' MiN. BASKET 1�MIN`.� I CI c PROPOSEDI v E GRADE I_--------- - -� s n � 0.5' r L m u - MIN. 61 BASKET FRONT VIEW � ~ 2'� (2'x y( EXPOSED HEIGHT VARIES PROPOSED VARIES (SEE PLAN) GRADE WIDTHoz (SEE PLAN)— IN, 6URIED PRETREATMENT DEPTH 0.3' CELL � Z 4. FILTER FABRIC GRAVEL 4 DIAPHRAGM CLEAN WASHED 6 GRAVEL {#57 STONE sio� viEw ui � W � GABION WALL CHECK DAM 1% SCALE zNOT TO J UNDERORRIN HEIGHT 9.451X. CiEOTIXTILE MIN.) 0 F �'m RrwsEn irlARCH 2015 FOCALPOINT HP PERFORMANCE SPECIFICATION HIGH PERFORMANCE MEDIA HIGH PERFORMANCE MEDIA MUST MEET A MINIMUM OF 1G'1' PER HOUR INFILTRATION RATE FIELD HYDRAULIC CONOUCTIVIfY TESTMG MUST OE CONPUCTER V41THlN 30 DAYS OF INS7AL4.ATlON FIELD TEST MUST 9E CONDUCTED W tTH PRESCRIBED INFILTROMEfERANU SOP (SEE SPECIFICATION) FAILURE 79 MEET FIELD TESTING WILL RESULT IN THE REMOVAL QF MEtlIAAPitl REPLACEMENT FROM ALTERNATE EATCH HIGH PERFORMANCE STRUCTURAL UNDERDRAIN MUST HAVE 4 MINIMUM OF 19SQUARE INCHES OF ORIFICE OPENING PER SQUAREFOOT MUSTMELT H2U LCAt11NG REtlUIREAI£NTS. MUST BE MOUGIAR. IN MATURE AND ASSEMBLED ON SITE MUST HAVE MINIMUM 9o'V5 INTERIOR VOID SPACE J UNDERORRIN HEIGHT 9.451X. cur IN SHADED AREAS Q REVISED GhARf.H ?.OTS W OVERFLOW BYPASS WEIR WITH ROUNOIDDME TRASH RACK INLET STRUCTURE TYPE AND SIZE TO BE DETERMINED HY ENGINEER FOCALPOINT HE CONSTRUCTION GUIDE A FaCAI.POIN7 LENGTH 65 Fi B IFUNaErsPRAPN LONG v C FOCALPOhNT WIDTH 5 F U kUNDERPRAIN WIaF 3 F WATER auALrTr VOLUME 4,232 CU, Ff, F OVERFLOW ELEVATION v64,50 G OUTiET FLpWLtNE SSQ.BE H TOP OF MULCH 661 I TOP D7 GaRIaN IOPTIpNAL1 686.00 R -TANK INLET CONNECTION' PLAN vlEw A B Y STRUCTURAL UNOERORNN SR TANK UNI ) OBSERVATION( MAINTENANCE PORT cD % y LANDSCAPE DISSIPATER! 'BUFFER (WIDTH VARIES) J UNDERORRIN HEIGHT 9.451X. R-IANK INE CONNECTIC ELEV. —.—IFI SLOPE (max.) OUTLET FLOWLINE ELE4, (G) 'ECIPIED A93FECIRII fIMUM 4- MINIMUM 3'.I SLOPE SECTION j( -X LBTRUCTURAL UNOERDAAIN (HEIGHT °J°) {max.) AS SPECIFIED TDP of MULcIe 4LI2V. {wl HEIGHT ^.r) d" MINIMUM t --STRUCTURAL UNOERDRAIN SECTION Y -Y ( a I n. o z 'm w Z I I Ldp REVISED MARCH 2015CLLuLE ZLuAAAAAAAA Ok3SERVA710NI MAINTENANCE PORT PORT USED FOR INSPECTION PURPOSES AND FOR SYSTEM MAINTENANCE AS REQUIRED. WATER SHALL RE PUMPED INTO THE SYSTEM AND RESUSPEND ACCUMULATED SEDIMENT MINIMUM REQUIRED MAINTENANCE INCLUDES A >a QUARTERLY INSPECTION FOR THE FIRST YEAR OF OPERATION AND R YEARLY INSPECTION THEREAFTER FLUSH AS NEEDED. bBSERYATIOw MAINTENANCE PORT WITH FOCALPOINT INSPECTION PORT CAP Ltl a - .... 8" P1iGM4INTENANGEDORT _ STAINLESS STEEL Z 2T TYP, CLAMP „ CiEOTEXTEtE PIPE$00T c G ,,d�ryy, ■ / a °C NOTCH PATTERN AT BOTTOM OF PIPE aUL . (SEE NOTCH PATTERN DETAIL) Q � PIPE NOTCH PATTERN DETAIL d a^-s' Q 0 H-1 �w z x Rev. No. Date TH pp I RAY L fPLER � LiG. No. 32809 'i -!•4R{ -tali- �' ti DATE: FEB. 28, 2017 SCALE: AS NOTED DESIGNED BY. RLK FILE N0. 3015E SHEET C5.06 17-01 cur IN SHADED AREAS Q REVISED GhARf.H ?.OTS Q 0 H-1 �w z x Rev. No. Date TH pp I RAY L fPLER � LiG. No. 32809 'i -!•4R{ -tali- �' ti DATE: FEB. 28, 2017 SCALE: AS NOTED DESIGNED BY. RLK FILE N0. 3015E SHEET C5.06 17-01 FUTURE CCW / IN - - 1 f W W W —W, UUT / CURB CUT f' / / / m m OVERFLOW SAW TO CURB % \ r - ! / _ E m Qt ' ! f BYPASSWlROUND ,,.! _ GABION WALL STORMRAX +, 2' GRAVEL DIAPHRAGM ! _~ / -- - - -' f f ' ! �. / Ln, o c CHECK DAM rep c RS CL / b�6 _ - .664 --� 54 - - 664` `. / - i� 64 r / 2' GRAVEL / _ / t ` / f`T - - - -`-~t�- `� , r7�DIAPHRAGM /\ 2'GRASSSTRIP 4 61 50 , ' 590 R -TANK INLET 662----_--,- - - / `\ - - - y �' % X - Bi - CONNECTION gp'a ,�.- - 4.2 / �. - - 6450 f 00 - \ 6.0' 605 g� rGRASS6CHANNEL 6BZ-- - 6OS° 63525° XTW=662.19 - /�Bgz_ BW = 651.19 _ _- FOP O BERM10. #1 0 EX. RIP RAR - 5' WIDE GQ 1.2°la EXISTING ' _'�- - PRETREATMENT FOREBAY6 ` CELL - - - - - - - - Lu Z = r-- — — — 654 ` FOCAL POINT BIOFILTRATION f ` / f / / . [,a i LU Z SYSTEM „C, - - - r r 6 4ft--� �� �-_\ ni---- - - -� -- - - - __ r 650 J - "1 \ �` r -- -- , - - ` ---l - 20 10 0 20 40 SCALE: 1" = 20' RUNOFF SHEET FLOW TO BMP RECEIVING FACILITY WASHED Jr ` #57 STONE GRAVEL - DIAPHRAGM FILTER FABRIC MAINTAIN PAVEMENT CROSS 6" SLOPE ACROSS CURB SURF, COU1 4 INTERMI a COU( BASE COURSE COMPACTED SUBGRADE (95% DENSITY) GRAVEL DIAPHRAGM AT SAW TOOTCH CURB DETAIL NOT TO SCALE 675 670 665 660 655 650 645 640 z 675 670 665 660 655 650 645 640 675 670 665 660 655 650 645 640 BIORETENTION 25 675 670 665 660 655 650 645 640 6 F O 0UNDERURAIN MOE F= 7 ,Qto 4, IN, _EMGRAD�E PIPE C/L WSE�'i 1_36 LLI 10Y - 5E-6123 am 17 BMP - 005 =660.70 , C3 U Z DEPTH VELOCITY a G BMP STORM EVENT: 0.25' 0.28 FPS H S z 2 YR STORM EVENT: 0.57' 0.68 FPS Z. �mr: 0.88 FPS GRASS CHANNEL #1 TYPICAL, SECTION_ FP100 OPEN MESH IL NOT TO SCALE 6" BRIDGING STONE %\\`� GEQT67(TILE -. -.-. .. -. ... (SEE SPECIFICATIONS) ------ c 19! o ZE F-aS STRUCTURAL UNDERDRAIN(HEIGHT^J^) ` STRUCTURAL UNDERORAIN R -TANK 0.5 (9.45') STRUCTURAL UNDERDRAIN O a- _ 3- �� 9" LEVEL BASF= (MIN.) o 0 /�f';♦���\�\�,�� C a CONTAINMENT GEOTEXTILE LL 0+00 0+50 1+00 1+50 2+00 BIORETENTION C - SEC "G -G" 0+00 0+50 1+00 C - SEC "E -E° HORZ- SCALE: 1* - 50' VERT. SCALE V -S FICM3Z. SCALE: I' - 50' VERT. SCALE r-5' BIORETENTION POND 'C"- PLAN VIEW HOFIZ. SCALE: I' a 20' z .p� G 8 P UNOERCRAIN LONG 25 O 6 F O 0UNDERURAIN MOE F= 7 ,Qto 3,236 CU. FT. U _ WSE�'i 1_36 LLI 10Y - 5E-6123 am 17 BMP - 005 =660.70 , C3 U Z DEPTH VELOCITY a G BMP STORM EVENT: 0.25' 0.28 FPS H S z 2 YR STORM EVENT: 0.57' 0.68 FPS Z. �mr: 0.88 FPS GRASS CHANNEL #1 TYPICAL, SECTION_ FP100 OPEN MESH IL NOT TO SCALE 6" BRIDGING STONE %\\`� GEQT67(TILE -. -.-. .. -. ... (SEE SPECIFICATIONS) ------ c 19! o ZE F-aS STRUCTURAL UNDERDRAIN(HEIGHT^J^) ` STRUCTURAL UNDERORAIN R -TANK 0.5 (9.45') STRUCTURAL UNDERDRAIN O a- _ 3- �� 9" LEVEL BASF= (MIN.) o 0 /�f';♦���\�\�,�� C a CONTAINMENT GEOTEXTILE LL IIII- g0 J �5 a +� O REVISED MARCH 2015 4"-9" CUT IN SHADED AREAS 0- CSS LL REVISED MARCH 2015 e a _ BIORETENTION POND 'C"- PLAN VIEW HOFIZ. SCALE: I' a 20' z .p� G 8 P UNOERCRAIN LONG 25 O 6 F O 0UNDERURAIN MOE F= 7 ,Qto 3,236 CU. FT. U _ WSE�'i 1_36 LLI 10Y - 5E-6123 am 17 BMP - 005 =660.70 , C3 U Z DEPTH VELOCITY a G BMP STORM EVENT: 0.25' 0.28 FPS H S z 2 YR STORM EVENT: 0.57' 0.68 FPS Z. �mr: 0.88 FPS GRASS CHANNEL #1 TYPICAL, SECTION_ FP100 OPEN MESH IL NOT TO SCALE 6" BRIDGING STONE %\\`� GEQT67(TILE -. -.-. .. -. ... (SEE SPECIFICATIONS) ------ BIORETENTION POND 'C"- PLAN VIEW HOFIZ. SCALE: I' a 20' FUCALPOINT HP PERFORMANCE SPECIFICATION', HIGH PERFORMANCE MEDIA HIGH PERFORMANCE MEW MUST MEET A MINNhUM DF IW PER HOUR INFILTRATION RATE FIELD HYDRAULIC CONDUCTNITY TESTING MUST BE CONDUCTED WTHIN&I. DAYS OF INSTALLATION. FIELD TEST MUST PE CONDUCTED WITH PROSCRIBED FNFILTROMETER AND SOP (SEE SPECIFICAMW FAILURE TO MEET FIE.D TESTING WIIL RESULT IN THE REMOVAL OF MEDIA AND REPLACEMENT FROM ALTERNATE RATCIN. HIGH PERFORMANCE STRUCTURAL UNDERORAIN M $T HAVE A MINIMUM OF 19 SCUARE INCHES OF ORIFICE OPENING PER SQUARE FOOT. MUST MEET H]0 LOADING. REOUIREMENTS MUST RE MODULAR iN NATURE ANOASSEMDLEO ON SITE MUST HAVE MINIMUN190% INTER IOR VOID SPACE PLAN VIEW OVERFLOW BYPASS WEIR WITH ROUND/DOME TRASH RACK INLET STRUCTURE TYPE AND SIZE 70 BE DETERMINED BY ENGINEER TANK INLET CONNECTION A B FOCALPOINT HP CONSTRUCTION GUIDE z .p� G 8 P UNOERCRAIN LONG 25 O 6 F O 0UNDERURAIN MOE F= 7 ,Qto 3,236 CU. FT. U 601.00 w LLI H TOP OF IAULCH 3" AGED DOUBLE SHREDDED 00'1 am 17 5' WIDE BOTTOM (J) O TRAPEZOID GRASS SWALE z U R,TANK INLET DEPTH VELOCITY a G BMP STORM EVENT: 0.25' 0.28 FPS H S z 2 YR STORM EVENT: 0.57' 0.68 FPS Z. 10 YR STORM EVENT: 0.69' 0.88 FPS GRASS CHANNEL #1 TYPICAL, SECTION_ FP100 OPEN MESH IL NOT TO SCALE 6" BRIDGING STONE %\\`� GEQT67(TILE -. -.-. .. -. ... (SEE SPECIFICATIONS) FUCALPOINT HP PERFORMANCE SPECIFICATION', HIGH PERFORMANCE MEDIA HIGH PERFORMANCE MEW MUST MEET A MINNhUM DF IW PER HOUR INFILTRATION RATE FIELD HYDRAULIC CONDUCTNITY TESTING MUST BE CONDUCTED WTHIN&I. DAYS OF INSTALLATION. FIELD TEST MUST PE CONDUCTED WITH PROSCRIBED FNFILTROMETER AND SOP (SEE SPECIFICAMW FAILURE TO MEET FIE.D TESTING WIIL RESULT IN THE REMOVAL OF MEDIA AND REPLACEMENT FROM ALTERNATE RATCIN. HIGH PERFORMANCE STRUCTURAL UNDERORAIN M $T HAVE A MINIMUM OF 19 SCUARE INCHES OF ORIFICE OPENING PER SQUARE FOOT. MUST MEET H]0 LOADING. REOUIREMENTS MUST RE MODULAR iN NATURE ANOASSEMDLEO ON SITE MUST HAVE MINIMUN190% INTER IOR VOID SPACE PLAN VIEW OVERFLOW BYPASS WEIR WITH ROUND/DOME TRASH RACK INLET STRUCTURE TYPE AND SIZE 70 BE DETERMINED BY ENGINEER TANK INLET CONNECTION A B FOCALPOINT HP CONSTRUCTION GUIDE z .p� G 8 P UNOERCRAIN LONG 25 O 6 F O 0UNDERURAIN MOE F= E WATER QUALITY VOLUME 3,236 CU. FT. U 601.00 G OUTLET FLOWLBNE LLI H TOP OF IAULCH 3" AGED DOUBLE SHREDDED 00'1 am 17 HARDWOOD MULCH WITH FINES REMOVED (J) O o z U R,TANK INLET 18" HIGH FLOW MEDIA ` HR (MIN..) ❑ a G (SEE SPECIFICATIONS) t - - O H S z w W Z. Lu .. . .. FP100 OPEN MESH IL z- E 6" BRIDGING STONE %\\`� GEQT67(TILE -. -.-. .. -. ... (SEE SPECIFICATIONS) = c 19! o ZE F-aS STRUCTURAL UNDERDRAIN(HEIGHT^J^) ` STRUCTURAL UNDERORAIN R -TANK 0.5 (9.45') STRUCTURAL UNDERDRAIN O a- _ 3- �� 9" LEVEL BASF= (MIN.) o 0 /�f';♦���\�\�,�� C a CONTAINMENT GEOTEXTILE LL IIII- g0 J �5 a +� O REVISED MARCH 2015 FUCALPOINT HP PERFORMANCE SPECIFICATION', HIGH PERFORMANCE MEDIA HIGH PERFORMANCE MEW MUST MEET A MINNhUM DF IW PER HOUR INFILTRATION RATE FIELD HYDRAULIC CONDUCTNITY TESTING MUST BE CONDUCTED WTHIN&I. DAYS OF INSTALLATION. FIELD TEST MUST PE CONDUCTED WITH PROSCRIBED FNFILTROMETER AND SOP (SEE SPECIFICAMW FAILURE TO MEET FIE.D TESTING WIIL RESULT IN THE REMOVAL OF MEDIA AND REPLACEMENT FROM ALTERNATE RATCIN. HIGH PERFORMANCE STRUCTURAL UNDERORAIN M $T HAVE A MINIMUM OF 19 SCUARE INCHES OF ORIFICE OPENING PER SQUARE FOOT. MUST MEET H]0 LOADING. REOUIREMENTS MUST RE MODULAR iN NATURE ANOASSEMDLEO ON SITE MUST HAVE MINIMUN190% INTER IOR VOID SPACE PLAN VIEW OVERFLOW BYPASS WEIR WITH ROUND/DOME TRASH RACK INLET STRUCTURE TYPE AND SIZE 70 BE DETERMINED BY ENGINEER TANK INLET CONNECTION A B FOCALPOINT HP CONSTRUCTION GUIDE A FOCALPOINT LENGTH 60 FT 8 P UNOERCRAIN LONG 25 C FOCALPOINTWIDTH 6 F O 0UNDERURAIN MOE 3 E WATER QUALITY VOLUME 3,236 CU. FT. F OVERFLOW ELEVATION 601.00 G OUTLET FLOWLBNE -- H TOP OF IAULCH 666.5 TOP OF GAEICN IOPTIONALI am 17 J UNDERURAIN HEIGHT GA51N, Y -"_I /-- STRUCTURAL UNDERDRAIN(R-TANK CD mix x Y LANDSCAPE DISSIPATER! BUFFER (WIDTH VARIES) MAINTENANCE PORT g 0 } f 0 OBSERVATION/ MAINTENANCE PORT OVERFLOW ELEV (F) Z 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 A CJ - TOP OF MULCH ELEV. {H) 5:1 SLOPE (max.) 3A SLOPE (0e ) TOP OF MU LCM ELEV. {H,5 F � '/(3 'L F --I OBSERVATION/ MAINTENANCE PORT WITH FOCALPDINT INSPECTION PORT CAP -. LL �"✓ (/��] 0 A O r � V 04 T LLI ::. z z R,TANK INLET .. .. U J .-. CONNECTION - - O ? w W S SPECiF1EQ A95PECIEI A9 IED � .. . .. . # ........ 4 -MIA(' "MINIMUM 4"MINIMUM 4'MIN' 4 MIN6"MIN{MUM MINIMUM Z 04 Q �m OUTLET FLOWLINE ` \ 0 o ZE ELEV, (G) STRUCTURAL UNDERDRAIN(HEIGHT^J^) ` STRUCTURAL UNDERORAIN z REVISED _ SECTEON X -X — SECTION Y -Y (HEIGHT"J.) o MARCH 2015 OBSERVATION/ MAINTENANCE PORT W 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 A CJ - QUARTERLY INSPECTION FOR THE FIRST YEAR OF OPERATION AND A YEARLY INSPECTION THEREAFTER FLUSH AS NEEDED. LL F --I OBSERVATION/ MAINTENANCE PORT WITH FOCALPDINT INSPECTION PORT CAP O �"✓ z A O r � V 04 x z O EU O Y��� // _ W PVC. QAINTENAMOE PORT �: .. _ - / /\ U J .-. z STAINLESS STEEL �/ / 2T TYP.. CLAMP ? w W .. .. . .. GEOTEXTILE PIPESOOT .. - •. ��//�\�,1� Z 04 O o \)3 V .-. 0 o ZE z � 6 z _ o C a �, IIII- NOTCH PATTERN AT BOTTOM OF PIPE (SEE NOTCH PATTERN DETAIL) PIPE NOTCH PATTERN DETAIL a +� O 4"-9" CUT IN SHADED AREAS 0- CSS LL REVISED MARCH 2015 (Rev. No.1 Date I �TH 0�� L � f 3AIIDY . EPLEF LIC. NO. 32809 Lt - Y IA{ -14" DATE: FEB. 28, 2017 SCALE: -AS NOTED DESIGNED BY: RLK FILE NO. 3015L SHEET C5.07 17--41 W CJ E -I LL F --I U � �"✓ z A O r � V 04 � z O EU O W Z 04 \)3 V LL z (Rev. No.1 Date I �TH 0�� L � f 3AIIDY . EPLEF LIC. NO. 32809 Lt - Y IA{ -14" DATE: FEB. 28, 2017 SCALE: -AS NOTED DESIGNED BY: RLK FILE NO. 3015L SHEET C5.07 17--41 yr "IlAo/ - _ .. -l"61r U.D.@1.0°h I a' 14.4-6" PERF 75 U.D.@1.0% B- I f " 68B / f 20 10 0 20 40 SCALE: 1 " = 20' .r 31 f REP -RAP i BIORETENTION POND "D"- PLAN VIEW HOAZ. SCALE; 1' - 2a' 10 YR W.S.E. = 659.59 r STORMWA71ER I fENtT10N TREATMENT DETAIL Nates SCALE: AS NOTED LEVEL 2 4a R N in S Filter Media . 85%-88% sand FILTER Composition -- - fGRASS STRP - — _ / GRAVEL _--wsE=s65s of leaf compost DIAPHRAGM OVERFLOW STRUCTURE P -Index range = 10-30, OR GABION WALL Filter Media Between 7 and 21 mg1k9 of P in the CHECK DAM I Testing soil media. 10YR DUTLET A: i:TREATIAENT ^ r 'Ty 75'--- I k�T�D - - - - -- -- UNDERDRNN .. ADS.- W12 W.L_ JOIN COLLECTION SYSTEM PLAN MEW ASPHAt,7 RIBSON jute matting, or turf cover. growth. P YEMENI CURB - - --- - - - - "'"�I r " ERM 660 corrected to between 6 and 7, and an z-.1 SLOPE -�- organic matter content of at least 2%. 3" SHREDDED --- --- — 41 HARDWOOD MULCH GeotextileiLiner a flow rate of > 110 galdmin.lsq. ft. PLANTING SCIS - -- - -- -- - ENERGY DI551PAT17 (LEVEL 2 NTN, 36") Gumw nLTFR FABRIC r �ar 3° PEA GRAVEL (PLACED ON GRAVEL OVER Lay a 2 to 4 inch layer of sand over a 2 inch layer of choker stone (typically #8 or LAYER UNDERDRAW ONLY, I-7 Stone Jacket for U/or 057 DOUBLE TO OTHER SIDE) i v I WASHED GRAVEL 12" GRAVEL SUMP MIN. 655 - 6" PERFORATED (LEVEL 2) - UNUO?CRAIN 655 eb � SECTION SEC BIORMINTION BED CROSS SECTION FOR DETAILS REGARDING DEPTH AND PIPE SIZES. SEE SFI E PLAN FOR SPECIFIC ELEVATIONS, DRAINAGE PIPING INVERTS. AND STORM STRUCTURE SIZING. SEE THIS SHEET FOR BIORMTICN AREA PLANTINGS. -- perforations at 6 inches on center; EL.=66�,]0 _ 4 6 INCHES - PONDING EL=664.60 EL=66435 3 INCHES - MULCH 3.0 FT PLANTING SOIL 3 INCHES - (18 OR #89 EL=661.35 -" WASHED GRAVEL EL=661.10 GEOTECH FILTER FABRIC 6 INCH - PERF. HOPE EL=660.10 UNDERDRAIN WITH 12" (AT TOP) -'- SUMP NATIVE SOILS BIORETENTION POND "D" MATERIAL CROSS SECTION NTS 675 675 -42 Nates SCALE: AS NOTED o 670 670 4a R N in S Filter Media . 85%-88% sand -- Composition -- - SOY - — _ or compaction. _--wsE=s65s of leaf compost rn a u. THIS SHEET P -Index range = 10-30, OR Filter Media Between 7 and 21 mg1k9 of P in the The media must be procured from Testing soil media. 10YR CECs greater than 10 665 Mulch Layer 75'--- ----5" PERF - UNDERDRAIN k�T�D - - - - -- -- 17 - 15'_ ADS -12 W.T. 665 ADS.- W12 W.L_ JOIN fir" �N_ CLR. J INTS Mr jute matting, or turf cover. growth. - - - --- - - --- - - - Top Soil with less than 5% clay content, pH � 660 corrected to between 6 and 7, and an CATION EXCHANGE CAPACITY (CEO) GREATER THAN 10 -�- organic matter content of at least 2%. 660 --- --- — PRECAST GeotextileiLiner a flow rate of > 110 galdmin.lsq. ft. underdrain. For hon and certain karst - -- - -- -- - ENERGY DI551PAT17 sites only, use an appropriate liner an appropriate �ar jEG=tA Pi;j Choking Layer Lay a 2 to 4 inch layer of sand over a 2 inch layer of choker stone (typically #8 or SINCE DIFFERENT LASS CALIBRATE THEIR TESTING EQUIPMENT DIFFERENTLY, ALL TESTING #89 washed gravel), which is laid over the underdrain stone. Stone Jacket for U/or 1 inch stone should be double -washed 12 inches for the underdrain; v and clean and free of all fines (e.g., RIP -RAP 655 F- - -- o if needed Use 6 inch rigid schedule 40 PVC pipe 655 eb � - �Irmu� u�p511 - oz iv_. -oz_ coo os fY Gs Mita - � Ir +o z f Observation perforations at 6 inches on center; the storm drain system. Install T's and Y's Wells position each underdrain on a 1% or as needed, depending on the underdrain COMPACTION CAN BE ALLEVIATED AT THE BASE OF THE BIO -RETENTION FACILITY BY USING A 2% slope located nor more than 20 configuration. Extend cleanout pipes to the feet from the next pi e. surface with vented caps at the Ts and Ys. SEE UND RDRAiN SIZING NOTE: Establish plant materials as specified in the Plant one tree per 250 square feet (15 650 ROTOTILL 2 TO 3 INCHES OF SAND INTO THE BASE OF THE BIO -RETENTION BEFORE 650 plant list. U caliper). In general, plant spacing must be sufficient WHEN BACKFILLING THE TOPSOIL OVER THE SAND LAYER, FIRST PLACE 3 TO 4 INCHES OF Shrubs a minimum of 30 inches high to ensure the plant material achieves 80% < planted a minimum of 10 feet on- cover in the proposed planting areas within Plant Materials center. a 3 -year period. a E-' E - � Z Plant ground cover plugs at 12 to 18 If seed mixes are used, they should be inches on -center; Plant container- from a qualified supplier, should be E- w Q 645 appropriate for stormwater basin 645 center, depending on the initial plant applications, and should Consist of native x size and how large It will grow. species (unless the seeding is to establish G. PLANT INSTALLATION [_] maintained turf). a //�'�-� MULCH SHOULD BE PLACED TO A UNIFORM THICKNESS OF 2" TO 3". SHREDDED HARDWOOD L.L. W w MULCH IS THE ONLY ACCEPTED MULCH. FINE MULCH AND WOOD CHIPS WILL FLOAT AND MOVE W TO THE PERIMETER OF THE BIO -RETENTION AREA DURING A STORM EVENT AND ARE NOT ACCEPTABLE. SHREDDED MULCH MUST BE WELL AGED (6 TO 12 MONTHS) FOR ACCEPTANCE. ROOT STOCK OF THE PLANT MATERIAL SHALL BE KEPT MOIST DURING TRANSPORT AND 640 ONSITE STORAGE. THE PLANT ROOT BALL SHOULD BE PLANTED 50118th OF THE ROOT BALL 15 ABOVE FINAL GRADE SURFACE. THE DIAMETER OF THE PLANTING PIT SHALL BE AT LEAST SIX 640 635 STRAIGHT DURING THE ENTIRE PLANTING PROCESS. THOROUGHLY WATER GROUND BED COVER AFTER INSTALLATION. 635 0+00 0+50 1+00 1+50 2+00 SIORETENTION D - STRUCTURE PROFILE HORZ" SCALE: P - 50' VERT. SCALE r-6 640 .t vi Nates SCALE: AS NOTED Filter Media to contain: 4a R N in S Filter Media . 85%-88% sand -- Composition -- - SOY - — _ or compaction. _--wsE=s65s of leaf compost rn a u. THIS SHEET P -Index range = 10-30, OR Filter Media Between 7 and 21 mg1k9 of P in the The media must be procured from Testing soil media. 10YR CECs greater than 10 Mulch Layer 75'--- ----5" PERF - UNDERDRAIN k�T�D - - - - -- -- 17 - 15'_ ADS -12 W.T. filter bed. ADS.- W12 W.L_ JOIN fir" �N_ CLR. J INTS STANDARD - - - -- PAVED FLUME jute matting, or turf cover. growth. - - - --- - - --- - - - Top Soil with less than 5% clay content, pH � For Turf Cover corrected to between 6 and 7, and an CATION EXCHANGE CAPACITY (CEO) GREATER THAN 10 -�- organic matter content of at least 2%. J --- --- — PRECAST GeotextileiLiner a flow rate of > 110 galdmin.lsq. ft. underdrain. For hon and certain karst - -- - -- -- - ENERGY DI551PAT17 sites only, use an appropriate liner an appropriate �ar jEG=tA Pi;j Choking Layer Lay a 2 to 4 inch layer of sand over a 2 inch layer of choker stone (typically #8 or SINCE DIFFERENT LASS CALIBRATE THEIR TESTING EQUIPMENT DIFFERENTLY, ALL TESTING #89 washed gravel), which is laid over the underdrain stone. Stone Jacket for U/or 1 inch stone should be double -washed 12 inches for the underdrain; v and clean and free of all fines (e.g., RIP -RAP Layer F- - -- o if needed Use 6 inch rigid schedule 40 PVC pipe Lay the perforated pipe under the length of eb � - �Irmu� u�p511 - oz iv_. -oz_ coo os fY Gs Mita - � Ir +o z f VA DEQ STORfMIWATER DESIGN SPECIFICATION NO. 9 BIORETENTION Table 9.6. Blorefention Material Speaffleatfons Material Specification Nates SCALE: AS NOTED Filter Media to contain: 4a R N in S Filter Media . 85%-88% sand The volume of filter media based on 110% Composition ' 8%-12 soil tries of the plan volume, to account for settling 1. MATERIAL SPECIFICATION 31/.-5% organic matter in the form or compaction. � L � of leaf compost rn a u. THIS SHEET P -Index range = 10-30, OR Filter Media Between 7 and 21 mg1k9 of P in the The media must be procured from Testing soil media. approved filter media vendors. CECs greater than 10 Mulch Layer Use aged, shredded hardwood bark Lay a 2 to 3 inch layer on the surface of the mulch filter bed. Alternative Use river stone or pea gravel, coir and Lay a 2 to 3 inch layer of to suppress weed Surface Cover jute matting, or turf cover. growth. COMAR 15.05.01.05. THE PLANTING SOIL SHALL BE TESTED AND SHALL MEET THE FOLLOWING CRITERIA: Loamy sand or sandy loam texture, Top Soil with less than 5% clay content, pH 3 inch surface depth. For Turf Cover corrected to between 6 and 7, and an CATION EXCHANGE CAPACITY (CEO) GREATER THAN 10 organic matter content of at least 2%. L VOID RATIO (VV14T) (MIN) 0.2S Use anon -woven geotexiile fiabric with Apply only to the sides and above the GeotextileiLiner a flow rate of > 110 galdmin.lsq. ft. underdrain. For hon and certain karst OF BOTH THE STANDARD SOIL TEST FOR II PHOSPHORUS, AND POTASSIUM AND ADDITIONAL (e.g., Geotex 351 or equivalent) sites only, use an appropriate liner an appropriate THE SITE STOCKPILED TOPSOIL. IF TOPSOIL IS IMPORTED, THEN A TEXTURAL ANALYSIS SHALL bottom. Choking Layer Lay a 2 to 4 inch layer of sand over a 2 inch layer of choker stone (typically #8 or SINCE DIFFERENT LASS CALIBRATE THEIR TESTING EQUIPMENT DIFFERENTLY, ALL TESTING #89 washed gravel), which is laid over the underdrain stone. Stone Jacket for U/or 1 inch stone should be double -washed 12 inches for the underdrain; and/or Storage Stora and clean and free of all fines (e.g., 12 to 18 inches for the stone storage layer, Layer VDOT #57 stone). if needed Use 6 inch rigid schedule 40 PVC pipe Lay the perforated pipe under the length of Underdrains, (or equivalent corrugated HDPE for the bioretention cell, and install non- Cleanouts, and micro-bieretention), with 318 -inch perforated pipe as needed to connect with Observation perforations at 6 inches on center; the storm drain system. Install T's and Y's Wells position each underdrain on a 1% or as needed, depending on the underdrain COMPACTION CAN BE ALLEVIATED AT THE BASE OF THE BIO -RETENTION FACILITY BY USING A 2% slope located nor more than 20 configuration. Extend cleanout pipes to the feet from the next pi e. surface with vented caps at the Ts and Ys. SEE UND RDRAiN SIZING NOTE: Establish plant materials as specified in the Plant one tree per 250 square feet (15 landscaping plan and the recommended ROTOTILL 2 TO 3 INCHES OF SAND INTO THE BASE OF THE BIO -RETENTION BEFORE feet on -center, minimum 1 inch plant list. U caliper). In general, plant spacing must be sufficient WHEN BACKFILLING THE TOPSOIL OVER THE SAND LAYER, FIRST PLACE 3 TO 4 INCHES OF Shrubs a minimum of 30 inches high to ensure the plant material achieves 80% < planted a minimum of 10 feet on- cover in the proposed planting areas within Plant Materials center. a 3 -year period. a E-' E - � Z Plant ground cover plugs at 12 to 18 If seed mixes are used, they should be inches on -center; Plant container- from a qualified supplier, should be E- w Q grown plants at 18 to 24 inches on- appropriate for stormwater basin 4. PLANT MATERIAL center, depending on the initial plant applications, and should Consist of native x size and how large It will grow. species (unless the seeding is to establish G. PLANT INSTALLATION [_] maintained turf). ` UNDERDRAIN SIZING NOTE: SEE BMP DETAILS SPECIFIC TO EACH FACILITY , ALL UNDERDRAINS ARE F DIAMETER, UNLESS NOTED OTHERWISE BY THE SPECIFIC BMP FACILITY DETAIL. SOME UNDERDRAINS ARE SPECIFIED TO BE 4" DIAMETER. NECESSARY TO CONTROL OUTFLOW QUANTITIES. Version 1.9, March 1, 2011 Page 31 of 54 BIO -RETENTION BASIN SHALL BE CONSTRUCTED ONLY AFTER THE SITE WORK IS COMPLETE 'cam �, SrQIVAL AND STABILIZATION MEASURES HAVE BEEN IMPLEMENTED. EXPERIENCE WITH BIO -RETENTION SCALE: AS NOTED BASINS AND SOIL MEDIA FILTERS HAS DEMONSTRATED THAT SIO -RETENTION FILTERS MUST BE 4a R N in S PROTECTED FROM ALL SEDIMENT LOADS. c 0 N m B.3.B SPECIFICATIONS FOR BIO -RETENTION O N ^, 1. MATERIAL SPECIFICATION c tlS w Cin � � L � THE ALLOWABLE MATERIALS TO BE USED IN BIO -RETENTION AREA ARE DETAILED IN TABLE 9.6, rn a u. THIS SHEET r I- 2. PLANTING SOIL THE PLANTING SOIL SHALL BE A LOAMY SAND OR A LOAM SAND MIX WHICH IS GENERALLY CLASSIFIED AS A LOAMY SAND ON THE USDA TEXTURE TRIANGLE. THE MIXTURE SHOULD CONTAIN A MINIMUM OF 80-85 % COURSE SAND BY VOLUME, 6-12% SOIL FINES, AND 35% ORGANIC MATTER. THE SOIL SHALL BE A UNIFORM MIX, FREE OF STONES, STUMPS, ROOTS, OR OTHER SIMILAR OBJECTS LARGER THAN ONE INCH. NO OTHER MATERIALS OR SUBSTANCES SHALL BE MIXED OR DUMPED WITHIN THE BIO -RETENTION AREA THAT MAY BE HARMFUL TO I` PLANT GROWTH, OR PROVE A HINDRANCE TO THE PLANTING OR MAINTENANCE OPERATIONS. THE PLANTING SOIL SHALL BE FREE OF BERMUDA GRASS, MUGWORT, NUTSEDGE, CANADA�- THISTLE. QUACKGRASS, JOHNSON GRASS, OR OTHER NOXIOUS WEEDS AS SPECIFIED UNDER COMAR 15.05.01.05. THE PLANTING SOIL SHALL BE TESTED AND SHALL MEET THE FOLLOWING CRITERIA: H RANGE 51-7.0 LUZ PAINDEX 10-30 PHOSPHORUS 7-23 mgikgLU CATION EXCHANGE CAPACITY (CEO) GREATER THAN 10 INFILTRATION RATE 1-2 INCHES PER HOUR L VOID RATIO (VV14T) (MIN) 0.2S ALL BIO -RETENTION AREAS SHALL HAVE A MINIMUM OF ONE TEST. EACH TEST SHALL CONSIST OF BOTH THE STANDARD SOIL TEST FOR II PHOSPHORUS, AND POTASSIUM AND ADDITIONAL TESTS OF ORGANIC MATTER, AND SOLUBLE SALTS. A TEXTURAL ANALYSIS IS REQUIRED FROM THE SITE STOCKPILED TOPSOIL. IF TOPSOIL IS IMPORTED, THEN A TEXTURAL ANALYSIS SHALL BE PERFORMED FOR EACH LOCATION WHERE THE TOP SOIL WAS EXCAVATED, SINCE DIFFERENT LASS CALIBRATE THEIR TESTING EQUIPMENT DIFFERENTLY, ALL TESTING RESULTS SHALL COME FROM THE SAME TESTING FACILITY, SHOULD THE pH FALL OUT OF THE ACCEPTABLE RANGE, IT MAY BE MODIFIED (HIGHER) WITH LIME OR (LOWER) WITH IRON SULFATE PLUS SULFUR. 3. COMPACTION IT IS VERY IMPORTANT TO MINIMIZE COMPACTION OF BOTH THE BASE OF THE 1310 -RETENTION AREA AND THE REQUIRED BACKFILL. WHEN POSSIBLE, USE EXCAVATION HOES TO REMOVE THE ORIGINAL SOIL. . IF BIO -RETENTION AREAS ARE EXCAVATED USING A LOADER, THE CONTRACTOR SHOULD USE WIDE TRACK OR MARSH TRACK EQUIPMENT OR LIGHT EQUIPMENT WITH TURF TYPE TIRES. USE OF EQUIPMENT WITH NARROW TRACKS OR TIRES, RUBBER TIRES WITH LARGE LUGS, OR HIGH PRESSURE TIRES WILL CAUSE EXCESSIVE COMPACTION RESULTING IN REDUCED INFILTRATION RATES AND IS NOT ACCEPTABLE. COMPACTION WILL SIGNIFICANTLY CONTRIBUTE TO DESIGN FAILURE. COMPACTION CAN BE ALLEVIATED AT THE BASE OF THE BIO -RETENTION FACILITY BY USING A PRIMARY TILLING OPERATION SUCH AS A CHISEL PLOW, RIPPER, OR SUBSOILER. THESE TILLING OPERATIONS ARE TO REFRACTURE THE SOIL PROFILE THROUGH THE 12 INCH COMPACTION ZONE. SUBSTITUTE METHODS MUST BE APPROVED BY THE ENGINEER. ROTOTILLERS TYPICALLY 00 NOT TILL DEEP ENOUGH TO REDUCE THE EFFECTS OF THE COMPACTION FROM HEAVY EQUIPMENT. i ROTOTILL 2 TO 3 INCHES OF SAND INTO THE BASE OF THE BIO -RETENTION BEFORE E BACKFILLING THE REQUIRED SAND LAYER. PUMP ANY PONDED WATER BEFORE PREPARING U (ROTOTILLING)BASE, WHEN BACKFILLING THE TOPSOIL OVER THE SAND LAYER, FIRST PLACE 3 TO 4 INCHES OF E TOPSOIL OVER THE SAND, THEN ROTOTILL THE SANDITOPSOIL TO CREATE A GRADUATION < ZONE. BACKFILL THE REMAINDER OF THE PLANTING SOIL TO THE FINAL GRADE. ,� WHEN BACKFILLING TME BIO -RETENTION FAC ILITY, PLACE LIFTS 12" TO 1B" THAT ARE LOOSELY d COMPACTED. DO NOT USE HEAVY EQUIPMENT WITHIN THE 510 -RETENTION BASIN. HEAVY a E-' E - � Z EQUIPMENT CAN BE USED AROUND THE PERIMETER OF THE BASIN TO SUPPLY SOILS AND SAND. EQUIPMENT GRADE BIO -RETENTION MATERIALS WITH LIGHT EQUIPMENT SUCH AS A COMPACT LOADER OR z % � v A DOZERILOADER WITH MARSH TRACKS. E- w Q w F 4. PLANT MATERIAL RECOMMENDED PLANT MATERIAL FOR BIO•RET€NTION AREAS CAN BE FOUND IN AS NOTED ON SHEET IN THE SPECIFICATIONS.. x THIS AND G. PLANT INSTALLATION [_] a //�'�-� MULCH SHOULD BE PLACED TO A UNIFORM THICKNESS OF 2" TO 3". SHREDDED HARDWOOD L.L. W w MULCH IS THE ONLY ACCEPTED MULCH. FINE MULCH AND WOOD CHIPS WILL FLOAT AND MOVE W TO THE PERIMETER OF THE BIO -RETENTION AREA DURING A STORM EVENT AND ARE NOT ACCEPTABLE. SHREDDED MULCH MUST BE WELL AGED (6 TO 12 MONTHS) FOR ACCEPTANCE. ROOT STOCK OF THE PLANT MATERIAL SHALL BE KEPT MOIST DURING TRANSPORT AND U x ONSITE STORAGE. THE PLANT ROOT BALL SHOULD BE PLANTED 50118th OF THE ROOT BALL 15 ABOVE FINAL GRADE SURFACE. THE DIAMETER OF THE PLANTING PIT SHALL BE AT LEAST SIX INCHES LARGER THAN THE DIAMETER OF THE PLANTING BALL, SET AND MAINTAIN THE PLANT STRAIGHT DURING THE ENTIRE PLANTING PROCESS. THOROUGHLY WATER GROUND BED COVER AFTER INSTALLATION. TREES SHALL BE BRACED USING 2" BY 2" STAKES ONLY A5 NECESSARY AND FOR THE FIRST GROWING SEASON ONLY. STAKES ARE TO BE EQUALLY SPACED ON THE OUTSIDE OF THE TREE BALL. GRASSES AND LEGUME SEED SHOULD BE DRILLED INTO THE SOIL TO A DEPTH OF AT LEAST ONE INCH. GRASS AND LEGUME PLUGS SMALL BE PLANTED FOLLOWING THE NON -GRASS GROUNO COVER PLANTING SPECIFICATIONS. THE TOPSOIL SPECIFICATIONS PROVIDE ENOUGH ORGANIC MATERIAL TO ADEQUATELY SUPPLY NUTRIENTS FROM NATURAL CYCLING. THE PRIMARY FUNCTION OF THE BID -RETENTION STRUCTURE 15 TO IMPROVE WATER QUALITY, ADDING FERTILIZERS DEFEAT$, OR AT A MINIMUM, IMPEDES THIS GOAL. ONLY ADD FERTILIZER IF WOOD CHIPS OR MULCH ARE USED TO AMEND SOIL. ROTOTILL UREA FERTILIZER AT A RATE OF 2 POUNDS PER 10DO SQUARE FEET. 6. UNDERDRAINS PLACE THE APPROPRIATE DEPTH OF #57 STONE ON THE BOTTOM, INSTALL THE PERFORATED UNDERDRAIN PIPE, PACK #57 STONE TO THE TOP OF THE PIPE, ADD 3" OF CHOKER STONE, FOLLOWED BY A GEOTECH FILTER FABRIC FOR FILTER BETWEEN CHOKER STONE AND PLANTING SOIL. THE MAIN COLLECTOR PIPE FOR THE UNDERDRAIN SYSTEMS SHALL BE CONSTRUCTED AT A MINIMUM SLOPE OF 0.5%, OBSERVATION WELLS ANDIOR CLEAN-OUT PIPES MUST BE PROVIDED Rev. No. Date (ONE MINIMUM PER EVERY 1000 SQUARE FEET OF SURFACE AREA). 7. MISCELLANEOUS - THE BIO -RETENTION FACILITY MAY NOT BE CONSTRUCTED UNTIL ALL CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. Op P - LANDSCAPE CONTRACTOR TO MIX THE TREE AND SHRUB SPECIES TOGETHER FOR A MORE NATURALIZED APPEARANCE. ` U RAtJ Y L K PIER Lifre. No. 32809 NOTE: 1. EMP FILTER MEDIA SHALL BE APPROVED BY A GEOTECHNICAL ENGINEER PRIOR TO INSTALLATION TO ENSURE ITS USE AS SUITABLE MATERIAL. 2. THE CONSTRUCTION OF BMP FACILITIES SHALL BE INSPECTED AND CERTIFIED BY A PROFESSIONAL ENGINEER. 'cam �, SrQIVAL DATE: FEB, 28, 2017 SCALE: AS NOTED DESIGNED BY. RLK FILE NO. 3015L SHEET C5.08 17-01 19 , \ , / OVERFLOW BYPASS TO UNDERGROUND STORAGE 1 3 \ 4 \ \ ` (TOP = 658.50) J TW = 659,60 TW = 659.60 \ \ BW = 658.10 BW = 656.10 6 // \ 1 r g X5812 584°X. X X 4o.X6$4a 1340 33 �� \\ RIP -RAP a 1 1 RIP-RAP PRETREATMENT- PRETREATM40 ENT / f CELL TW = 659.60 .5840 MAINTENANCE X rr // r CELL 1 BW = 658.10 x 58- GABfON WALL 1 \ PORT (TYP) ,\' CHECK DAM TW =659.60 /� /� '✓ /! // 1 GABION WALL „( ! ro=O BW = 658.10 CHECK bAM GRAVEL h 1 Q GRAVEL * ! DIAPHRAGM 6' .c. DIAPHRAGM to !s 2' GRASS FILTER qj / �?i m STRIP �1 2' GRASS FILTER STRIP \ \ �0 / / / / / /✓ / 7 0 Ib 11'0 Z \ BIORETENTION SURFACE \ f' / / / ,/ \ AREA = 7,135 SF 'UNDERGROUND tLEV-658.0 ` 24 STQRAGE \ � \ PRINCIPLE RISER ` x`-660 \ \ \ \ \ TOP= 659:16023 _ 1 20 10 a SQ i@ BIORETENTION POND 'E"- PLAN VIEW SCALE: 1" = 20" HORZ. SCALE t' - 29 TOP OF BERM - INV. = 660,00, NPLASTIC SOLUTIONS INC. ROUND STORMRAX 4000 PSI CONCRETE - PRECAST RCP BASE AND RISER STRUCTURE PER AASHTO M199 - 6' DIAMETER INTERNAL WEIR WALL 24" RCP 0 11.84% 100 YR W.S.E." = 654.78 F ' 4 10 YR W.S.E. 653.44 FT BOLT TRASH RACK TO STRUCTURE W/ 2" SS 100 YR W.S.E. = 658.85 FT ANCHOR BOLTS 10 Y W, S.E. = 658.76 FT BMP W.S.E. = 658-41 FT PLASTIC SOLUTIONS INC. ROUND STORMRAX PRINCIPAL RISER 659.00 -a 1DE EI MM OVERFLOW BMP BYPASS SURFACE 658.50 ill 111-il-Tl;ln=l = 658.00 II II 24" RCP 02,22% DIAMETER L --, OVERFLOW BYPASS DETAIL (STM 16 & 33) ;.' S MIN. FOR BUOYANCY BMP "E" - PRINCIPAL RISER SECTION [STM NTS R -TANK HD (2.0) INTERNAL WEIR WALL DETAIL (STM 24 **THE 100 YEAR WATER SURFACE ELEVATION (WSE) ASSUMES THE LOW FLOW ORIFICE IS CLOGGED AND THE STARTING WSE IS AT THE WEIR ELEVATION. 675 -=658.00` x 40.33 ft. 3 INCHES - MULCH EL=657.75 2. Weightof WaterDisplaced 675 353.69lblcu.ft. NNNINNN 30 FT PLANTING SOIL 3. Volume of Concrete Q 6'RRIDGING STONE: -#B OR #9 FL=654.75 670 WASHED GRAVEL (J' PEA GRAVEL) EL=654.75 40.33 ft. 9" FREE DRAINING STONE EL=657.50 670 (SMALLER THAN 1.5-) x 18.85 ft. x 8.77 ft. - FP100 OPEN MESH GEOTEXTILE minus Culvert 24" 0.50 ft. R -TANK HD 2.0 EL=650.68 -1.57 cu.ft minus Culvert 24" EL=650.73 -�-NATIVE CONTAINMENT GEOTEXTILE -1.57 cu.ft. 665 Total Volume minus openings 200.51 cu.ft. 4. Weight of Concrete 665 x 150.00 Ib/cu.ft, = 30076.09 lbs 5. Safety Factor Min. 1.25 30076.09 lbs 1 22070.51 lbs = 1.36 Safety Factor 660 660 655 655 650 650 645 ��■If�rI ll■���� WA545 640 840 635 Vii', "- -��' �■ ��■�� 635 � _moi■■�■ ��■��� 630 630 MEN am 625 625 620 620 - _ - 0+00 - 0+50 1+00 1+50 2+00 2+50 3+00 BIORETENTION E - SEC "I -I" HORZ. SCALE: T - 50' VERT. SCALE Tay' r>I� 11•�>r*'•i � �'�'�'t'�iri•r S TV- tlrW "A1 li..=:in -=658.00` x 40.33 ft. 3 INCHES - MULCH EL=657.75 2. Weightof WaterDisplaced LET'S GFT IT €14NE 353.69lblcu.ft. x 62.401blcu.ft. = 30 FT PLANTING SOIL 3. Volume of Concrete Q 6'RRIDGING STONE: -#B OR #9 FL=654.75 r4 -/ WASHED GRAVEL (J' PEA GRAVEL) EL=654.75 40.33 ft. 9" FREE DRAINING STONE EL=657.50 Wall (SMALLER THAN 1.5-) x 18.85 ft. x 8.77 ft. - FP100 OPEN MESH GEOTEXTILE minus Culvert 24" 0.50 ft. R -TANK HD 2.0 EL=650.68 -1.57 cu.ft minus Culvert 24" EL=650.73 -�-NATIVE CONTAINMENT GEOTEXTILE -1.57 cu.ft. - 3 INCHES - LEVEL BASE SOILS Total Volume minus openings 200.51 cu.ft. 4. Weight of Concrete 200.51 Ib/cu.ft. x 150.00 Ib/cu.ft, = 30076.09 lbs 5. Safety Factor Min. 1.25 30076.09 lbs 1 22070.51 lbs = 1.36 Safety Factor ��■If�rI ll■���� Vii', "- -��' �■ ��■�� � _moi■■�■ ��■��� EL=658.50 q EL 6 INCHES - PONDING -=658.00` x 40.33 ft. 3 INCHES - MULCH EL=657.75 2. Weightof WaterDisplaced LET'S GFT IT €14NE 353.69lblcu.ft. x 62.401blcu.ft. = 30 FT PLANTING SOIL 3. Volume of Concrete Q 6'RRIDGING STONE: -#B OR #9 FL=654.75 r4 -/ WASHED GRAVEL (J' PEA GRAVEL) EL=654.75 40.33 ft. 9" FREE DRAINING STONE EL=657.50 Wall (SMALLER THAN 1.5-) x 18.85 ft. x 8.77 ft. - FP100 OPEN MESH GEOTEXTILE minus Culvert 24" 0.50 ft. R -TANK HD 2.0 EL=650.68 -1.57 cu.ft minus Culvert 24" EL=650.73 -�-NATIVE CONTAINMENT GEOTEXTILE -1.57 cu.ft. - 3 INCHES - LEVEL BASE SOILS BIORETENTION POND "E" v" \V V V NTS 28.15" Anti -Flotation Design - Riser Buovancv Check SWM Basin #E - R -Tank Primary Riser 1. Volume of Water Displaced --- ft. x 40.33 ft. x 8.77 ft. = 353.69 cu.ft. 2. Weightof WaterDisplaced LET'S GFT IT €14NE 353.69lblcu.ft. x 62.401blcu.ft. = 22070.51 lbs 3. Volume of Concrete Q V 10 r4 -/ Concrete filled base -- ft. 40.33 ft. x 3.00 ft. = 120.99 cu.ft. Wall 0.50 ft. x 18.85 ft. x 8.77 ft. - 82.66 cu.ft. minus Culvert 24" 0.50 ft. x 3.14 ft. x - ft. _ -1.57 cu.ft minus Culvert 24" 0.50 ft. x 3.14 ft. x --- ft. _ -1.57 cu.ft. Total Volume minus openings 200.51 cu.ft. 4. Weight of Concrete 200.51 Ib/cu.ft. x 150.00 Ib/cu.ft, = 30076.09 lbs 5. Safety Factor Min. 1.25 30076.09 lbs 1 22070.51 lbs = 1.36 Safety Factor 1 .. r ♦•M T•! � � rf >t �'�fltiLl- >rf�/�i'6'i• 'r•�KMls� ISOMETRIC VIEW MODULE DATA iEOMETRY: LENGTH = 28.15 IN. (715 MM) LOAF RATINCs', 33.4 PSI, (MODULE ONLY) WIDTH = 15.751N. (400 MUD HS26, (WdTH ACF COVER SYSTEE HEIGHT = 33.86 IN. (680 MM) TANK VOLUME = 8.69 CP MATERIAL, 100% RECYCLED STORAGE VOLUME = 8.25 CF POLYPROPYLENE VOID INTERNAL VOLUME: 951. SMALL PLATES PER VOID SURFACE AREA, 90°h SEGMENTlTOTAL: 51 ACFR-TANKHD - DOUBLE MODULE. E LET'S GFT IT €14NE FOR ADDFFIONAL INFORMATION PLEASE rONTACT: ACF ENVIRONMENTAL, 1-600-448-3636, �,a&environmental.com 5/16 0 a Q V 10 ACFR-TANKHD - DOUBLE MODULE. E LET'S GFT IT €14NE FOR ADDFFIONAL INFORMATION PLEASE rONTACT: ACF ENVIRONMENTAL, 1-600-448-3636, �,a&environmental.com 5/16 1wW W 0 E 0 a Q V r4 -/ a w a Q � PEI x t'V W z Rev. No. Date 1 02 03-31-2017 %AN Y L LEP Lic. No. 32809 ; -Yoq-1011 , DATE: FEB. 28, 2017 SCALE: AS NOTED DESIGNED BY: RLK FILE NO. 3015L SHEET C5.09 17-01 675 675 c w 4 E P4 ----P tOVIDE-RESTR AIN EDJOINTS E— 'r w a _ _ LL AREA R >- z - 0`FNT"R INAL GROUND - W U 665 WpN T 670 L70 -- - _ 670--fROP-GIV rr a5 h v a � �W Q z CLwq 660 z W z (� LL 655 F z DE BB5 __. __,__..____ - 665 660 $80 F - - _ _ RY DEN81T1' PF 655 W Z r LLI b — mLu r 650 w m - „ + - --- - - - r m: 650 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 WATER LINE "A" 680 680 675 670 665 660 655 675 670 665 660 655 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 WATER LINE "B" 675 675 670 665 660 655 650 670 665 680 0 r 655 650 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 s� WATER LINE "C" N u� 50 25 0 50 100 SCALE: 1" = 50' NOTES: 1. RESTRAINED JOINTS REQUIRED ON EX. FORCE MAIN FROM PROPOSED CONNECTION POINT 20' ALONG EX. FORCE MAIN INTO EXISTING GROUND. rn w Wr� f� 675 675 p L? 670 665 660 655 650 645 640 635 635 9+ 650 645 640 Rev. No. Date 02 04-25-2017 0 635 r TH 0p Q � RAY L.EPLER in 835 o II LI c. 325C9 50 � `1-I`'Ua1• Zvi -3 - ti J570NALCs SANITARY SEWER & FORCEMAIN RELOCATION a o r7 DATE: FEB. 28, 2017 0 SCALE: 1" = 50' "n DESIGNED BY: RLK 50 25 0 50 100 FILE NO. 3015L SHEET C6.01 SCALE: 1" = 50' 1'7-01 124 P4 E— 'r W 670 R >- z Z W U 665 Z L70 rr � �W Q z CLwq 660 z W z (� LL 655 w z 650 645 640 Rev. No. Date 02 04-25-2017 0 635 r TH 0p Q � RAY L.EPLER in 835 o II LI c. 325C9 50 � `1-I`'Ua1• Zvi -3 - ti J570NALCs SANITARY SEWER & FORCEMAIN RELOCATION a o r7 DATE: FEB. 28, 2017 0 SCALE: 1" = 50' "n DESIGNED BY: RLK 50 25 0 50 100 FILE NO. 3015L SHEET C6.01 SCALE: 1" = 50' 1'7-01 675 675 665 665 670 660 1555 650 645 640 635 660 665 655 660 650 655 645 650 640 645 635 640 -0+50 0+00 0+60 1+00 1+50 9t 670 670 670 680 665 670 660 665 655 660 650 655 645 650 640 645 �T �irrr rrir�r lili■rr.■ urr�ilr C�I� ■aJEC� rar�lr /'n�lr■- ■■ai�ll al�� EmI1� ��.�-nr Itir■�rr �IIYiWlri41�■■I �� - _ r t 10+00 10+50 �,i_■arrl�r.���■■awl� 11+00 AI=10 i�dc77eT1#■wr■BaLaar �w �r■II■■r■IIY11 � ■I�rrill�rl)rrrr�.,■r �1°'11� ■■r■�r■Ir■■1)■rrrrawrr ■�7���rnrr■r■71■II`■Ir�� 11+00 ! �r■E Ii � � � � r3■13i� ��11!l�rw� � � 12+50 -�� Irr■■■I�P �l i ���■r�ar�■ii � �,��■ 10+50 i��■�� 1r�l�rt■■rrrw I�Irr-�� DA(Acres) ��-��■�a�■■■■■-tom 16 ■w�ilr��rllr■r1�r11� R1Fs,� Il -��■J•I ar■�r�r>�I ■ II ■■■■■ quNO Invert Dawn (k) Length(fl) IIS•""r WM Il II . Flow Tlme Imin) �= 6A ��Ir��(6farararri4rlr� ����."C -�II� �iY�.�:-• tri-'^"..�Y.'.i 0.85 STR 18 - STR 21 A 6.50 STR 28 - STR 29 STR 33 - STR 34 �I■1■>�1>��■r■® a��������wllwl■�i STR 9 �r� : � ���[•S� rr■rr iii Wil- 15,00 17.07 9.03 0.07 0.07 � ■ r a� c. ���slr� i �IIIm �rr�■�Ew� �sarwirlrrii•r■■rr■rr�rll■r■�r� � � 0.19 ��■ �ii�:+�r�lrrrar■���,•�.ra� r�l�.i�■illi 1 r�ul■Er■ii�r�rsrii�x.��-���r■r MR•0.9 5.00 6.32 118.32 ■r�_.i�����lllir■r•ilti��i 645.90 ELM -t��S 46.00 -I ��II�+�-� Iri�i.lir�l.'!.'f11RRIN•lila�`a•+.r�� I rar■■■■ aZ 0.03 :1 � r�u �■rl�■��I . ��i��iwRR�l���'�a',7.T.l.L•�� �r���rr►rrr■■■�rlrla� Rte- as�� ■ ■� all■1■�WI■r���ll� 0.00 -f iikisfv_�il:�.a .spa , e ilk!/%/./���./�►I%�/I - �������L�� --�� 663.98 M/L�4GCd N ��� •''� �Ly9C• 50 9+50 10+00 10+50 11+00 9+50 10+00 10+50 11+00 11+50 12+00 12+60 13+00 13+50 14+00 1 STR 1 - STR EX STR 5 STR 8A STR 6 - STR 6A STR 13 - STR 15A 675 675 675 675 6911 PM 975 R7S R7F A79 670 665 660 655 650 645 670 670 665 665 660 66D 656 655 650 650 645 645 MENMC17�� 10+00 10+50 �i7=1f�i 11+00 AI=10 i�dc77eT1#■wr■BaLaar �w �r■II■■r■IIY11 � ■I�rrill�rl)rrrr�.,■r �1°'11� �� 11+00 ! �r■E Ii 12+00 12+50 -�� Irr■■■I�P �l i 9+50 10+00 10+50 11+00 DA(Acres) �W-r■■ill■■■■■ 16 ■w�ilr��rllr■r1�r11� R1Fs,� Il -��■J•I ar■�r�r>�I ■ II ■■■■■ quNO Invert Dawn (k) Length(fl) IIS•""r WM Il II . Flow Tlme Imin) �= 6A 6 -�II� �iY�.�:-• tri-'^"..�Y.'.i 0.85 STR 18 - STR 21 A 6.50 STR 28 - STR 29 STR 33 - STR 34 rm STR 9 �r� : � ���[•S� rr■rr iii Wil- 15,00 17.07 9.03 0.07 0.07 HOPE �IIIm 5 0.19 � 1 r�ul■Er■ii�r�rsrii�x.��-���r■r MR•0.9 5.00 670 670 665 665 660 66D 656 655 650 650 645 645 MENMC17�� 10+00 10+50 �i7=1f�i 11+00 11+50 �w r•���w �1°'11� �� 11+00 ! �r■E Ii 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 9+50 10+00 10+50 11+00 9+50 10+00 10+50 11+00 9+50 10+00 10+50 11+00 DA(Acres) mil 16 ■rrSWIM WA0 ■r ,r �-���1 17A Runoff O•(ds) InvertUp(ft) Invert Dawn (k) Length(fl) Slope(%) Diameter(in) capacity(Ifs) Velocity(fp) lntrem Flaw Tlme{min) Flow Tlme Imin) Pipe Material 6A 6 0.39 0.85 STR 18 - STR 21 A 6.50 STR 28 - STR 29 STR 33 - STR 34 rm STR 9 5.11 15,00 17.07 9.03 0.07 0.07 HOPE �IIIm 5 0.19 � 1 r�ul■Er■ii�r�rsrii�x.��-���r■r 1.31 5.00 6.32 118.32 ■■■r■�II■��.�i,Irtr1�TR�,n�■I��q�� �E.I!!✓fr�ii�i`>itb7Q11:71�-. 645.90 ELM -t��S 46.00 -I ��II�+�-� ISR^�..�r,����[L�_'h 0.03 0 �• ��� -f�•�-- - ilk �r���rr►rrr■■■�rlrla� 0.00 all■1■�WI■r���ll� 0.00 -f iikisfv_�il:�.a .spa , e ilk!/%/./���./�►I%�/I - �������L�� --�� 663.98 66110 43.85 i 48X0 397.05 ��.r/i�//iro//�� 0.03 ■: �_■r�+�i..�rr_��:•�.w_ RCP III - 7 0.04 0.30 0.01 _ _ Inlet 9Fructtae Irile11D Cwh DA (AC) nL C CA Sum CA I (hvi>r) �Q (of)i Qh {eEs} rlirrrar.r■I�II� �_ , � S(%) � w��i=���� T (tt} ,7 00!3' Sw (9191 Swl3x Eo a Se-fix+5 S'w = 'w(Px1) ,2)(1200) L, Spec LI(ft) LeaBth [,/Lt E (%) Qi (cfs) Q6, Ca (c Cs) - S ��� - - Depth He T(a�' Rg. M- 25 ��M� 654.40 Name . 670 675 665 670 660 665 655 660 650 655 645 650 675 670 670 665 665 660 660 655 655 650 650 645 cif �i ��Ir�rl■��rr-�I �4�■■ilrl+�arrr■ parr i,t i =L=AM � ���r•I ■■■■i MIR�r■�rr_■r �D�aal� ,a■Iana.a!ag■1 ur��� arllR/I!'�� i 670 670 665 665 660 660 655 655 650 650 645 645 r■Fa■ra�a-:o ��at7a>-■'r�� i!■�Ilri ■■rte ■■■■■� rel � IRR TWE=E -f L■■■■■�rr� tir•a�ar�rr■ Ilrl�a>l� Ilrri■I iii �II�� illy ua�i.n II��II� -Ila■■■■■I� I� I l r■■■■ta-II li►� . r■■��-- I..l■�rl 14 afla■��arl � 3 'r e � I r 670 665 660 655 0 660 645 CD 9+50 10+00 10+50 11+00 11+50 12+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 9+50 10+00 10+50 11+00 9+50 10+00 10+50 11+00 9+50 10+00 10+50 11+00 DA(Acres) STR 16 - STR 17A Runoff O•(ds) InvertUp(ft) Invert Dawn (k) Length(fl) Slope(%) Diameter(in) capacity(Ifs) Velocity(fp) lntrem Flaw Tlme{min) Flow Tlme Imin) Pipe Material 6A 6 0.39 0.85 STR 18 - STR 21 A 6.50 STR 28 - STR 29 STR 33 - STR 34 STR 7 - STR 9 5.11 15,00 17.07 9.03 0.07 0.07 HOPE 5 5 0.19 0.90 0.17 1.31 5.00 6.32 118.32 554.30 645.90 ELM 13.76 46.00 574.79 9.43 0.03 0 STORM INLIETCALCULATIONS SA 8 0.00 0.90 0.00 0.00 5DO 5.50 86.46 663.98 66110 43.85 6.57 48X0 397.05 23.97 0.03 0.03 RCP III - 7 0.04 0.30 0.01 _ _ Inlet 9Fructtae Irile11D Cwh DA (AC) nL C CA Sum CA I (hvi>r) �Q (of)i Qh {eEs} Q3 (ci's) S(%) Sx 01,11)) T (tt} W (t1) 00!3' Sw (9191 Swl3x Eo a Se-fix+5 S'w = 'w(Px1) ,2)(1200) L, Spec LI(ft) LeaBth [,/Lt E (%) Qi (cfs) Q6, Ca (c Cs) - S ��� - - Depth He T(a�' Rg. 6.35 25 556.40 654.40 Name . . [,C 1,0ngtll 11 48.00 241.55 9.27 �_ I I I 7 0.32 0.78 0.25 10.25 5.00 6.50 20.72 658.75 (ft/fl) 60.25 -0.25 18.00 01] (ft)dot 0.09 SO ADS N-12 SQ 100 6A DI -1 2..16 0.39 0.95 0.33 0.33 6.50 2.16 O.OQ 216 i 0.01 0.02 I 1L71! 4.00 0.34 0.02 1.00 0.15 0.00 _ 0.00 0.02 N/A N/A N/A 1.00 2.16_ 000 0.23 1.13 5.00 5.26 7.04 659.73 _ SA 1_131-3 8 Dl -1 $.W 0.04 3.25 0.04 0.90 p.30 0.00 0.01 0.00 0.01 _ 6.50 6.50 0,02 0.08 000 _ 000 002 A 08 ROl 0.01 0.02 0.02 067 197 2.00 5.50 2.99 4.00 0.08 0.02 4.17 1.00 0.95 0.15 3,52 900 0.15 0.16 0.00 0.02 _ 1.27 &00 N/A N/A 6.33 1.00 0.02 N/A 1.00 0.08 000 _ a.>,4 0.03 __ 3.37 0.13 SCALE: 1" = 50' 7 DI 4.00 0.64 0.84 0.54 0.54 6.50 3.50 000_ : 3.50 0.01 656.10 116.37 0.5c 15.00 533 _ 0.59 059 ADS N-12 17 16 0.00 0.82 - 0.31 5.00 5.28 1.95 -2B 652.20 73.62 5.16 _ 171.5 _ 0.14 0.14 ADS N-72 0.02 8.62_ 2.00 0.23 0.08 4.17 0.60 3.52 0.15 0-11 13.13 4.00 0.30 1.00 3.50 U.D0 _9.32- 12.00 3.61 3.87 0.60 0.75 6 UI -2B 6.00 _ 0.19 0.90 0.17 0.17 6.50 1.11 0.00 1 -1.11 0.01 __. 0102. 1,72-1 2.00 _1.16 0.08 4.17 1.00 3.52 0.15 0.17 6.68 6.00 0.90 1.00 1.l1 0.00 � 0.23 0.50 10.00 1.13 5.00 5.01 11 01-2B 4X0 0,15 0.87 0.13 0.13 6.50 0.85 I 0,00 0.85 0,01 0.62 2.41 2.00 083 0.08 4.17 - 13.99 3.52 - 13.15 0.17 5.77 4.00 0.69 L00 0.85 0.00 0.21 - - 115.00 534 5.44 0.16 17A DI -213 4 .00 4.24 0 .90 0.1 8 0.1$ 6.50 I L 7 0.00 1.17 0.UI 0.02 .79 � 2.00 0.53 O.flB 4.17 0.93 3,52 0,35 0 16 6.87 4.00 - 0.�8 1.00 1.t7 0.00 - 0.23 0.22 0.85 tl.19 0.19 SXO 17 01-2H 29 Dl- L _ 4.00 0.16 2.16 0.21 0.82 0.63 0.13 0.13 0.13 0.13 6.50 6.50 - 0.85 0.8€i 0.00 OXX) - 0.85 0.86 0.01 0.01 0.02 0.02 2.43 6 42 2.00 4.00 0.82 0 62 _ O.US 0.02 4.17 1.00 0.99 0.15 3.52 0.00 _ 0.15 0.17 0.00 0.02 5.78 4.00 N/A N/A 0.69 _ 1.00 0.95 _ N/A 1.00 086 000 D 00 0 21 0.13 - 6.42 73.79 1 211 1 30.00 64.33 34 DI -2B 6.00 0.22 0.95 0.19 0.19 6.50 1.22 0.(1(1 1.22 0.01 0.02 1.85 200 _ 1.0$ 0.09 4,17 1.00 3.52 0.15 0.17 7.02 6.00 _ 0.85 1,00 722 000 0.24 - - - 0.48 5.44 0.11 5.77 STORM SEWER PIPE COMPUTATIONS U) 0 E - E 0 From To DA(Acres) Runoff. COef. C CA(Inclem.) CA(Accum.) Tc(min) Rainfall (In/hrl Runoff O•(ds) InvertUp(ft) Invert Dawn (k) Length(fl) Slope(%) Diameter(in) capacity(Ifs) Velocity(fp) lntrem Flaw Tlme{min) Flow Tlme Imin) Pipe Material 6A 6 0.39 0.85 0.33 0.33 5,00 6.50 2.16 663.00 661.00 39..12 5.11 15,00 17.07 9.03 0.07 0.07 HOPE 5 5 0.19 0.90 0.17 1.31 5.00 6.32 118.32 554.30 645.90 ELM 13.76 46.00 574.79 9.43 0.03 0.11 RCP 41 SA 8 0.00 0.90 0.00 0.00 5DO 5.50 86.46 663.98 66110 43.85 6.57 48X0 397.05 23.97 0.03 0.03 RCP III 8 7 0.04 0.30 0.01 0.02 SDO 6.49 93.7 661.00 656.50 121.54 3.70 48.00 298.12 7.25 0.10 0.28 RCP III 7 6 0.64 0.84 OS4 0.80 5.00 6.35 115.19 556.40 654.40 82,28 2.43 48.00 241.55 9.27 0.08 C.15 RCP III 9 7 0.32 0.78 0.25 10.25 5.00 6.50 20.72 658.75 658.90 60.25 -0.25 18.00 6.13 11,73 0.09 CD9 ADS N-12 15A 15 C.50 0.90 0.45 0.45 5.00 6.50 2.93 560.59 659.98 142.11 0.50 12.00 2.93 3.73 0.64 0.64 ADS N-12 15 14 0.75 0.90 0.68 1.13 5.00 5.26 7.04 659.73 658.62 221.94 0.50 15.00 S134 5.74 0.64 0.64 ADS N-12 14 13 0.00 0.00 0.00 1.13 5.00 6.03 6.79 658.62 658.40 44,23 0.51 15.00 5.37 5.53 0.13 0.13 ADS N-12 17A 17 0.20 0.90 0.18 0.18 5.00 6.50 1.17 656.68 656.10 116.37 0.5c 15.00 533 330 0.59 059 ADS N-12 17 16 D16 0.82 0.13 0.31 5.00 5.28 1.95 656.00 652.20 73.62 5.16 15.00 171.5 6.81 0.14 0.14 ADS N-72 21A 21 0.52 0.90 047 0.47 5.00 6.50 3.04 661.85 660.55 173.33 0.75 12.00 3.61 3.87 0.60 0.75 ADS N-12 21 20 0.73 0.90 0,66 1.13 5.00 5.22 7.00 660.30 659.27 205.34 050 15.00 5.34 5.70 0.60 0.60 ADS N-12 20 19 0.00 0.50 10.00 1.13 5.00 5.01 6.77 659.17 658.76 83.22 0.50 15.00 5.34 551 0.25 0.25 ADS N-12 19 1$ 0.00 0.90 0.00 1.13 9.00 $.93 6.67 658.66 659.40 5119 0.50 115.00 534 5.44 0.16 0.16 AOS N-12 29 28 0.21 0.63 0.1.5. 0.13 5.0(1 6.50 3.96 666.44 666.00 57.83 0.76 75.00 6.08 4.98 0.i9 0.19 RCP IV 34 33 0.22 0.85 tl.19 0.19 SXO 6.50 1.22 659.85 652.20 71.81 10.65 15.00 24.64 9.89 0.12 0.12 ADS N-12 EX 2 0.00 0.50 0.00 0.00 500 6.50 0.00 648.46 646.90 73.79 1 211 1 30.00 64.33 0.00 0.00 0.00 RCP III 2 1 0.00 0.50 ODtl 0.00 5.00 6.50 0.00 646.80 644.00 $5.51 1 3,27 1 30.00 80.06 0.00 0.00 0.00 RCP III AYDRALRJC GRAVE LINE CALCULATIONS U) 0 E - E 0 E- Inlet No. Outlet W.S.E. ifa 130 (lnl Cie (cfs) La (ft) Sfo (%) Hf (ft) V0 (fps) He (Rl Ol lcfsl Vi (fps) QNi VI12/25 IUNnON LOSS HI (ft) angle (deg) K Hb (ft) Ht (ft) 1.31-11, (f) 0.5Ht lh1 Final H (ft) Inlet WS.E. lit) Rlm Elew (ftl 2 644,00 30.00 O.OD 85.51 0D0 0.00 D.00 r [L DAO CD w 0.09 644.00 654.81 EX 646.90 3D.00 0.00 73.79 ODO 0.00 0,00 Tp Vf Z Q {7 0,00 0100 646.90 659.62 6 649.10 4800 11832 61.03 0.71 0.43 9.43 0.35 115.19 9.17 1056.44 1.31 0.46 49.09 0.49 0.65 1,45 0.72 1.16 650.26 2.16 9.03 19A7 1.27 8.27 0.10 013 566.86-- 7 557.60 48.00 115.19 82.28 0.67 055 9.17 0.33 20.72 11.73 243.01 2.14 0.29 25.23 0.30 0.64 1.25 0.63 1.18 658.78 91.07 7.25 660.01 0.82 56.91 0.54 0.44 666.76 9 1 0.00 1800 20.72 60.25 0.00 0.00 11.73 0,64 1 0.64 0.32 0,32 0132 665.00 e 659.70 48.00 91.07 12154 OA2 0.51 7.25 020 86,46 23.97 2072.74 8.93 3.13 2.35 0.03 0.27 3160 1.60 2.31 662.01 668.16 8A 664.30 48.00 86.46 43.85 0.38 0.17 23.97 2.68 2.68 1.34 1.51 565.81 671.88 5A 662.00 15.00 2.16 39,12 0.10 0.04 9.03 0.38 0.36 0.49 0.25 0.29 662.29 667L0 14 659.40 15.00 6.79 44.23 0.98 0,43 553 0.12 7.D4 5.74 40.40 0.51 C.18 34.47 0.39 0.20 O50 0.25 0.68 660.08 564,50 15 660.08 15.00 7.04 221.94 L.01 2.23 5.74 0.13 2.93 3.73 1090 0.22 0.08 0.00 OLD 0.00 0.20 0.26 0.19 2,37 667.45 66589 15A 662.45 12.00 2.93 142.11 0.57 0.81 3,73 0,06 0.05 0.08 0.04 0,85 663.30 666,95 17 653.20 15.00 195 73.62 0.08 0.06 8.81 0.D0 0.05 653.26 664.13 17A 657,10 15.00 1.17 116.37 0.03 0.03 3.30 0.05 0.05 0.07 0.03 0.07 657.17 664.22 19 659.40 15.00 6.67 51.19 095 0.48 5.44 0.11 5.77 551 37.29 0.47 1 0.17 16.31 0..20 1 0.10 0.38 0,19 0.67 660.07 564,20 20 650.07 15.00 6.77 83.22 0.93 0.77 5.51 0.12 7.00 5.70 49.99 0.51 0.18 52.93 0.52 0.26 (1.55 0.28 1.05 661.12 1 665.92 21 661.12 15.00 7.00 205.34 0.99 2.04 5.70 0.13 3.04 3.87 11.79 0123 0.68 0.00 0.00 0.00 0171 0.27 0,14 2.18 663.30 565.95 21A 663X 1100 3.04 173.33 0.62 1.07 3,87 0.07 0.07 0.09 005 1.12 664.42665.97 29 667.00 15.00 3.96 57.83 039 0.23 4,98 0.12 0.12 0.15 0.011 0.30 667.30 669.50 34 653.20 15X0 1.22 71.81 0.03 1 0.02 9.89 0.46 0.46 0.59 1 0,30 0,32 1 653.52 664.10 m E C N N Cal e 1.4 d �1 O N S. v>=o c CL tsl a� ,64 Z;4 r i w rZ r u V w ce W Rev. No. I Dete '� LIC. N0. 32809 �� �I-sit 1 zot> `SFCIVALCs DATE: FEB. 28, 2017 SCALE: 1" = 50' DESIGNED BY: RLK FILE N0. 3015L SHEET C6.02 17-a1 U) 0 E - E 0 E- Q �� p Z�RJ V � z o rrrz C= / V w E -I U 1-H kA i F r [L rZ CD w U _ U Tp Vf Z Q {7 Rev. No. I Dete '� LIC. N0. 32809 �� �I-sit 1 zot> `SFCIVALCs DATE: FEB. 28, 2017 SCALE: 1" = 50' DESIGNED BY: RLK FILE N0. 3015L SHEET C6.02 17-a1 �1 ' % L4YA„ CAC. NPS PIP= M7 I I A%C. RA' O.Sp118 pEXEI - GROUNDING LLEGTHUEIL RAL EXPROON JOINTS AT MOMENT INIERYALs NOT EXCEEDING .1.. NAA. BOLTS 4. O.c,-y {- SD FEET, ITYPI I1 1`3. POSTS = 2" MN. NPS 12.375" 0113 SCMEDILLF 80 PIPE NETAM WALL RAJLS , 2" LUN. FPS (2.373" OA.1 SOME CLEE 40 PPE M EXPAN90M JOINT PEKETa ' �" IN, NPS H.C5" OA.) SCA-- , AO PPE _ Y' HAA. A 'LEN. SOLD SMOOTH ROaUNO Roo HR -1 TYPE II PEDESTRIAN RAILING ANCHOR BOLTS ,FOR USE A104C SIDEWALKS AND RWF'SI SEE ROADWAY PLANS bR TYPICAL SECTIONS 2" FOR DISTANCE TD 111 15 AV MR 40 P MC TE srLPs SOFwKK OR SHARED GR5 A RUL PasTs , P/,,' NN. FPs 11.91 D.D.) SCHEDULE BC PIPE VSE PATH. RATS 1%A" MN, NPS ",9G' D -D) SCHEDULE 40 PPE C HR -1 TYPE I HANDRAIL NDTLS IFOR USE ALONG STIEPSI SOLID STEEL 1, THE CONTRATGR SHALL SUBMIT DRAWINGS DETALMO ALL aDwOTM RU1ND RO ASPECTS OF FABRICATION ANO INSTALLATION OF BALING. CONCRETE FOOTM TO NCLUDINC CONCRETE FOURU,ATOON3 FOR APPROVAL BY THE BE DESIGNED BASE: ON GRIPPING RAIL DETAIL TKLAION. ENGINEER PRIOR TO INSSHOP ORWNGS SMALL SOIL CPNgTONS, 2" AJC P BETTS IPDR USE ALONG SIDEWALKS Ale III BE SIGNED AND SEALED BY A PROFFESS(RNAL ENCONEER, MHOLDING A VALID LICENSE TO PRACTICE ENDMEEHNC M CRPPMC RAL SHALL BE INSTALLED *REN IME COMMONWEALTH OF WRCI THE SIDETLX OR AM GRADES ARE EQUAL 2, Al RAILING COMPONENTS AND FASIENERS SMALL BE GAVMM IN EARTH FOUNDATION DETAIL TO OR EETNCDEN ,1G TO COST OFG i`o AAC°iEE�VEEA CORM COMING ONN'OiLL�SURF�S WNMG AND FOR USE ROTH HYPE AL RAMAIUNGSI THE BAILING. DRAINAGE HOLES FOR GALVANIZING SMALL BE NCLUDEC N INE SHOP DRAWLYGS. 3, ALL FASTENI SMALL BE N ACCORCIAHOE WITH ASTM A307, IMAs, MAX. fi'-O" ASTM ANS& AY) ASTM FB44. ALL ANCHOR BOLTS SHALL BE IN SEE ROI➢ PLIAS ACCORDANCE WITH MSHTO N314,CRME 36. ay" D.c�^ PIPE PRo(E7 ♦" FOR RETAINING f. A CHEMICAL ANCHOR baSTEM FROM VOOP9 APPROVED NAT[RAL A b.C. jL"' SOUS PICKET 4� WALL DETAILS. 'TET NAY dE U;gO N LEU PF GS7 IN PLACE ANCHORS AND SMALL CE INa1roe3 Ix TIE SHOP 4RAWINCS. 6 POSTS SrVAL BE MITERED TO MATCH GRADE M RAMPS. SIDEWALKS. AND STEPS, I a.HANDRAILS SHALT MKTCH ORAE OF RAMPS SCFWA, KS AND STEPS, 7,ALL POSTS AM PICKETS SMALL BE SET PLUNK. 6 RM NCS SHALL BE GWUNDED ANO EFFESVELY 60'gEO. GROUNDING MATERIALS INSTALLATIONTT0 M ACCORDANCEN PM ST'D, FE -6 9, CO RCIAILV AVAILABLE PALING $YST£AS NUT RE HISTO M LI I OF CENCIAC AND FABVCATING TME NAHNG. WCUIENTATIp FROM R THE MANUFACTURER VERIFYING THAT PWXCT REOURLMENIS ANE RAL EXPANSION NOT UONTS Ar 1 NALTB MET WITH DIE RAILING SYSTEM SHALL SIEMTTED WITH THE r 3 MAX. N ERY T. NDY EACEEONG PBTKLATNS'I WITH N 7 ANO APPROVED RY THE ENONEER N 30 FEET- MOQRONICE WITH NOTE 1 1''3" POSTS "3^ MN WIS H2.37S" G. SCHEDULE SO PPE 10, Q HAORAL 70 BE N ACCORDANCE VAIN THE LATEST EDITION OF RETAYNIJO WALL RAILS ' 2• MIN. NO'S (2373" OD -1 SCHEDULE 40 PIPE TME Rl2M LINFDR STATE. FR .. CODE.. EXPANSION MpNT PCKETS "Y",_4K.APS "O5°_ DO.) 9CIEWLE 40 P61F:, _-„ _.. _ u. THIS HAWAiNL IS TO FE BSER ONLY AS_A PROTECTION FOR J 1 MNVU A'1E[U E-IYVNURfNL ROAD AMC VNDLE STNDNLDS METHOD OF LOCATING AND ERECTING EvgDNDATE SHEET,DF; 304 VNLREA DEPARTMENT OF TRAL4'ORTATO N 7/11 6D1,pg 2016 ROAD & BRIDGE STANDARDS BEG -L u WOTE3' AIOLM OF PAYED DITCH REPLACED RV P TCi T3ERCY OISSPATOM' TABULATED BY DEPTHS PAY LRE AS SHOWN N STAAOAO PG -2A S,mTHTHS ITEM MY BE PRECAST OR CAST N RACE. 00 S tF'0 CONCRETE TO BE CLASS A3 F CAST IN PLACE. GAINS 8 A I DMS E1 A FOR PRECAST SEE SHEET III j 565 I 1 OEBIGPI MY f£ USED ON OTTER -� yI &Am E2 NYRE 21 SLOFES. 7 BL � u EGI-E1g C OWTOR WITHOUT MATE E.G-IA Fi,EHGr DIssM+ATOM WITN GRAIL ATS BARS, E1 - - FLOW LVE OF FIXN 15L01[ L -S'-7'" Will) FIVE TO PAVED W. a B S FON i,1SLOPE L -4 -HIE' ANGLE I/A)AI FT IE �MOUF 110 PLAN VIEW WINi B AAW:NDH BGLTs r0 0.EVIEWI� ICAY 'V'A BE•MOON TYP FOR ANDY EXPANSION T N AM RIf IRI TYRE ' h ETF3OY LAbSYAT9R FOR REIROFT• N=AT UNE +h" ° BHM OR GROUT To x' AFT Te SS. p SEAT MOLE ROAR 6'fMlO/PID PPR Y •1R- RM" HOLE -BOLT MOLE PON FFOORR Yx" Dll 5L" NDLE TO rOHCRErF AAc CaLT FZR '�..... C CARS E2 Ar DiTz le, I' r RAMS a CLVIEW ITImAAW RTE, . SI L2+1 SLI�EI ETAL SECTION A'A SCHEDUIE OF F"FORarea ND a 'l.4iD4H SPACING Y -D'• r4' YID" PARE 110. 241 t U24 5� C -C SNAPS BNS D A B 2'-VJ2�-V'R3 V STRFK'NTIBS G 1 BANS AS A2 4 T- „P3 B'STRARLNT A3 4 r- Ra B° STR IGHT B B 349°R3 B' STRAICTFfiA16 c B 3'-R•P4 BAS A APPROXIMATE OUMIfIIE5 IN 4 T- 63a• STRA12HT BART Al COWRETE V1340A01CR3 r STRARTSTEEL m 4 E- r3 r STRAGHTYOS -0R a44 r 13 r SmAIDHT ENE21Gr 2M 0.747E &I3D R3 r STRAKT•R R3 r STRAY9T SECTION a -EF DbSPAT6T T/EM 0.5021 67.6! E2 4 T 1'- S3 B° S RACHi STANDARD ENERGY DISSIPATOR xv=r FOR USE WITH PAVED FLUMESROAD AND B RIDGE ST 1¢AUAADa sot VLSIVN DATE 25n 1 OF 1 MCI OEPAARtNT IF IWAN3PDN1ATIDN r7. 670 665 660 655 650 645 640 0+00 20f6 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS C re A I A I Ewl I I C LB PLAN VIEW •TF WI WIRE FABRICI 6 % 6 - W2.1 X AlIA -t F PO -4 SCHEDULE OF REINFORCING STEEL MAV mi 912E GSNAEF 4• STRAIG G P STRAO DDNRE 3° STRANGHI NO. SHOWN IRE FOR ONE ANCHOR LUX CL I WALL AND low. APPROXIMATE QUANTITIES z 4'-0" CONCRETE CLASS A3 REINFORCING - - -- CONCRETE STEEL ` 5' SIDE WALK S7 TRICKLE DI ST SLOPE 2°/ Q <� TRANSITION CU. YDS. UI ANCHOR 2H 0.0200 2.34 LUC V%PT 0,02" Z34 CURTAIR "I 0.099 ELM WALL V., 1.100 111 aDPrr 2'1 - V.02 ;7e- I PROPOSED C 10.02 OA25 SOAK YARDS UWALY AREA PER EA TE LINR FOOT r `1 ANCHOR LLIG mom COWEES TO RE LOCATED AT - N[q-..aOHT;. y K VALUE TJ L- 5F28 PL SEEE STMOAm�OP.1PF'IY>? PP$M wp P&14° CULVERTS, CURTAIN WALL p�I} yF ET'0 N1AL_S 7lFB,D�TAEMNE[•NT . WE , 7-0•, fd ED ED ' S F {j ' I I• '\� O8lRT5AVCE/HAONME FABRIC SECTION A -A *W-0• C -C MAXIMUM TYPICAL SPACING WALL GETWEEN ANCHORLOWS ANCHOR LING IS TO BE A MAMMUM OF 2'rRDM ENO OF GMS' SECTION B -B SECTION C -C STANDARD PAVED FLUMEX_ FOR 12" - 24" PIPE .. AND &.0. Irl. � REVISIO'E GATE SEEN 1 OF t 3D2 VIRGINIA, DEPNTMENT OF TRMNBPORTArim OSA1 0+50 1+00 1+50 2+00 2+50 3+00 RETAINING WALL NOTES: 1. RETAINING WALL AND SYSTEM TO BE DESIGNED BY OTHERS, (UNDER SEPARATE BUILDING PERMIT) 50 25 0 50 100 SCALE: H:1" = 50' V:1 " = 5' 3+50 2016 ROAD & BRIDGE STANDARDS EL z 4'-0" CONCRETE EP rOP PROPOSEDALL - - -- - - Si b�lp� ` 5' SIDE WALK S7 TRICKLE DI ST SLOPE 2°/ Q <� TRANSITION F- PAVEMENTSLOPE PAVEMEN�.L.PE ANDRAIL REQUI ED i0, -O•, 665 ANCHOR MIN. SECTION j - _ SUBGRADE PER VDOT DETAI( HR -1 OR - _ - -- SCUPPER WITH -- - - - - - PPROVED EQUI LENT) I - - 2. EXPANSION JOINT FILLER SHALL BE C 112" BITUMINOUSTYP'E PREFORMED COMBINATION SCUPPER, SIDE I PROPOSED C RADE �A LIMITS OF PAYMENT FOR CURB - - 4.5'x5' SIDEWALK GRATE AND LOCK WASHER-, N.T.S. @ FACE OF ALL r 3" OVERHANG ON EACH SIDE OF SCUPPER (DRIVE SIDE) SIGN SHALL BE LOCATED - ROPOSED _- PROPOSE INISHED GRA )E -- - FINISHED GRAD -- OTTOM OF W 4LL _ BOTTOM . OF WAL (STING GRADE TTOM FACE 0 - ALL -- a_ -- - - -- -- - - -----...--- - -I - ---- E U, 0,J _ -- a F3 �s ---- 0+50 1+00 1+50 2+00 2+50 3+00 RETAINING WALL NOTES: 1. RETAINING WALL AND SYSTEM TO BE DESIGNED BY OTHERS, (UNDER SEPARATE BUILDING PERMIT) 50 25 0 50 100 SCALE: H:1" = 50' V:1 " = 5' 3+50 2016 ROAD & BRIDGE STANDARDS EL z 4'-0" CONCRETE EP LET LIMITS OF PAYMENT PER EACH 2,0% SLOPE PULTRUDED GRATE W Si b�lp� a 5' SIDE WALK S7 TRICKLE DI ST SLOPE 2°/ Q <� TRANSITION F- PAVEMENTSLOPE PAVEMEN�.L.PE z T I i0, -O•, 665 ANCHOR MIN. SECTION STRIPED AREA _ SUBGRADE SCUPPER CROSS SECTION 4 a Y (COMPACTED TO 95% SCUPPER WITH SYMBOLS F -A RADIUS 1. UNLESS OTHERWISE NOTED, CONCRETE FIBERGLASS SHALL BE CLASS A3 PULTRUDED GRAT, HSIlb MOISTURE CONTENT 2. EXPANSION JOINT FILLER SHALL BE C 112" BITUMINOUSTYP'E PREFORMED COMBINATION SCUPPER, SIDE VDOT VTM-1 METHOD) EXPANSION JOINT FILLER, ASTM D-1751 WALK & CG -6 ISOMETRIC DETAILS �A LIMITS OF PAYMENT FOR CURB DOWELED JOINT 4.5'x5' SIDEWALK GRATE W AD 2: w Ary a l w GUTTER PAN w a NOTES: 1. THIS "EIA NAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 2•R 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHAIL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. C 4. FOR USE WITH STABILIZED OPEN -GRADED ORANAGE LAYER THE BOTTOM OF THE CURB I AND GUTTER SHI BE CONSTRUCTED PARALLEL ,� Fb TO THE SLOPE OF SUBEASE COURSES p AND TO THE DEPTH OF THE PAVEMENT. D A P. IT A ►F' -5 F y A The bPU m e It. E rb ePa III APPr be -t -d d per PIMA L, She I.P.Aal bbwe ,aRrReA pmA ad e moOlmum AepkN CT 7° CS m 'MalPM6. COMBINATION 6" REVERSE CURB & GUTTER GRADE LIMITS OF PAYMENT PER EACH 'S OF PAYMENT FOR CURB ''n4 01 LIMIT OF PAYMENT FOR CURB - 2' R. z w � A a N CUTTER PAN LIMIT OF PAYMENT FOR CURB DOWELED JOINT NOSE DOWN CURB 48 A TO GUTTER = SECTION A"A NOSE tltlwN cDRPI TO GUTTER aa�EE a � (NTS) B w B VARIABLE �W. �, 3'-0" MIN. SOD (SEE PLANS) - `F• ® SHOULDER � 6 z SHOULDER PAS�aPe ON GRADE 3" 8., PAVEMENT TYPE'A%W,OR'C° SECTION B -B SECTION CURB (SEE STD. - FLOW LINE CURB OPENING 2' GUTTER PAN 2' I� 4' TYP. 2' --- 31° TYP. � CURB OPENING � 2"R (TYP.) -I SAW TOOTH CURB OPENINGS 10/30114 N.T.S. VER 1 BY� TOP OF REINFORCING BAR FLUSH WITH TOP OF CONCRETE s` PRECAST CONCRETE BUMPER e" DIAM. HOLE (TYP.) 2 - #4 BARS CONTINUOUS FULL LENGTH OF CONCRETE a" REINFORCING BARS EMBEDDED 18" INTO SUBGRADE WHEEL STOP 11/05/14 N.T.S. VER 1 DETAILSI WIDTH VARIES GUTTER FLUME DETAIL (SUMP) GUTTER FLUME DETAIL (ON GRADE) SEE SITE PLAN NOT TO SCALE NOT TO SCALE -2% M -CLIP (S.S.) 650 PULTROUDED GRATE_ I" S.S. THREADED ROD 645 CONCRETE 4" MIN. I CONC-ANCHOR ADHESIVE 640 4+00 M CLIP WIANC FC 4'-0" CONCRETE EP SCUPPER WITH FIBERGLASS E � }} C-! 2,0% SLOPE PULTRUDED GRATE 670 Si b�lp� � 5' SIDE WALK S7 TRICKLE DI ST SLOPE 2°/ Q <� TRANSITION Q C CC'$ 4!1 TRICKLE DITCH 07B SLOPE TO MATCH T I PROP.GRADE 5' 665 ANCHOR MIN. SECTION STRIPED AREA WIDTH=17' SUBGRADE SCUPPER CROSS SECTION � NTS a' -a" CONCRETE (COMPACTED TO 95% SCUPPER WITH SYMBOLS NOTES: 2.0°! SLOPE 2" LOCALIZED DEPRESS11 660 1. UNLESS OTHERWISE NOTED, CONCRETE FIBERGLASS SHALL BE CLASS A3 PULTRUDED GRAT, HSIlb MOISTURE CONTENT 2. EXPANSION JOINT FILLER SHALL BE C 112" BITUMINOUSTYP'E PREFORMED COMBINATION SCUPPER, SIDE VDOT VTM-1 METHOD) EXPANSION JOINT FILLER, ASTM D-1751 WALK & CG -6 ISOMETRIC DETAILS NTS 655 S.S. HEX. BOLT 4.5'x5' SIDEWALK GRATE AND LOCK WASHER-, M -CLIP (S.S.) 650 PULTROUDED GRATE_ I" S.S. THREADED ROD 645 CONCRETE 4" MIN. I CONC-ANCHOR ADHESIVE 640 4+00 M CLIP WIANC 2t4 4e 4" SIDEWALK - 8 4 2- 4 4, n .SCUPPER 4_ .40, 'CHANNE�, DRILL HOLE IN CONCRETE - CENTERED ON LIP (14" FROM EDGE) ANCHOR DETAIL SUPPORT DETAIL NTS NTS NOTES: 1, GRATING SHALL BE 2" 50% OPEN, TEAR, 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.). FC p z EP E � }} C-! WHEELSTOP WIrTIEP 2' � /� 0 Q 0 V T I E- Z COMPACTED STRIPED AREA /-j SUBGRADE 4'X8" CONCRETE � ��Ys % \�\ �� 1A / / / � / �/ (COMPACTED TO 95% TRICKLE DITCH SYMBOLS DENSITY AT OPTIMUM OR FLUME 4"SUBBASE (21-A STONE) MOISTURE CONTENT 4" 3000 PSI VDOT A3 CONCRETE VDOT VTM-1 METHOD) CONCRETE SIDEWALK 11105114 4.5'x5' SIDEWALK GRATE N.T.S. VER 1 r 3" OVERHANG ON EACH SIDE OF SCUPPER SIGN (SEE DETAIL) SIGN SHALL BE LOCATED 2t4 4e 4" SIDEWALK - 8 4 2- 4 4, n .SCUPPER 4_ .40, 'CHANNE�, DRILL HOLE IN CONCRETE - CENTERED ON LIP (14" FROM EDGE) ANCHOR DETAIL SUPPORT DETAIL NTS NTS NOTES: 1, GRATING SHALL BE 2" 50% OPEN, TEAR, 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.). SUCH THAT IT WILL NOT BE OBSCURED BY VEHICLE PARKED IN SPACE INTERNATIONAL SYMBOL OF ACCESSIBILITY W FC 0 EP E � }} C-! WHEELSTOP WIrTIEP 2' � /� 0 Q 0 V T I E- Z Q STRIPED AREA HANDICAPPED D SYMBOLS 8' FAIN, LL Z SUCH THAT IT WILL NOT BE OBSCURED BY VEHICLE PARKED IN SPACE INTERNATIONAL SYMBOL OF ACCESSIBILITY W 0 E � }} C-! ly /� 0 Q 0 V a E- E- Z Q D LL Z Rev. No. Date DISPLAY CON DITIONS 12" 'iI'I Q.jT LIGHT COLORED ``T�_TYY 8' VAN ACCESSIBLE SPACE REFLECTIVE .RESERVED U RAiYU� L PIER T FOR REGULAR SPACE BACKGROUND PARKING MAT'L LIC. NO. 32809, NOTF- DARK COLORED B'" 6" 0 ,_I - pol- 2c71�- RAMP FOR HANDICAPPED MUST 2" LETTERS &. +Ss BE LOCATED AT SAME POINT 318" BORDER ADJACENT TO THE STRIPED AISLE, g' UNLAWFUL DATE: FEB. 28, 2017 PARKING IN THIS SPACE IS SUBJECT TO A FINE OF SCALE: ' N/A $15MOD TO SIOD.DO 4.0' MIN. 7.D' MAX, DESIGNED BY: RLI{ LIGHT COLORED 1" LETTERS - DARK COLORED REFLECTIVE FILE NO. �D15L BACKGROUND MATERIAL 4" STEEL PIPE FILLED WITH CONCRETE HANDICAPPED PARKING 04115 SHEET 07.01 N.T.S. VER 1 17-01 generel harthTill rocetion mvge+ 24°A.1eet backfi2 _ 6' AN bma fill W be mmpscted In 96% ❑ II{ D Of ASTM DM maim um density. I h mens 5 STANDARD gena,,. buck�111 general b,ckall In eddiennM remrmrang each IN. of fle tlbing, a1y Emla rHthin 1. epecirmf length Or ' each branch of me flning steal I be r5thmned, 1 -tion 2W bcmlm rnwk.r L = reeu teed Idooh W op. (PVC or DIP) mark^ hackRll� 4 barlclllD - Piped—ter Wnrlma stone LNRI8P aD 1M 121] 120 140 1W TEE, CROSS, WYE ranr;a� L_F, 'fan. LSI' CONCRETE CRADLE CONCRETEARCH gens,,. baclm`I1 1 - If L Iv -1 -marker R4. sia S / y L = restrairwci halglh of Nip. )PVC at DIP) backNI -\/\ D = phpe deem,[,, g ❑ 9' @" 12" 19 lfl' Zp' 24" �(@) 20 20 s0 20 2P 20 20 a 6 HORIZONTAL BEND CONCRETE ENCASEMENT R ESTRAINED JOINTS FOR TRENCH & REDDING TEE. CROSS, WYE AND HORIZONTAL BEND -1- FEB 09 -2- FED 09 dqN trench Mdm finkoYs ofnlhh.wlsetdoicted )fop sh Ya bB set 24' as req�red IlPlehad� 11, � I.,,, - a� ® 24'min min. abwegrade In unaeaeloped aesai B' 6. aEhed d W afel "" k ir•g ptpefilatl wkh-I— j. 'quare skid pace and Palmae y'ahlew 'Nc* arO It manhole team, in 9f4^ x R' buGn Inl.hed dsv,Iclaed areae jdnl'Ne- erade IY 9'— @Y max 1 24 -min. In undine apedl arses • S 111 djOe"onc lrge. anwaem N ti [, 9 914 w e ae a enar h bWLT etl 4eean) grade concrete asTldO-1W ROLLAHD DETAIL 4000 psi 12"d, I @' I'yp.) alll9ier al e1 9e4 00 �- NOTE: hme wa1<fldraW £eating weep hoLes shwl nor be.uhiect b being eubmerged. It meal hefurded 1°mminel aria Wtyl ROOsI .h.. In en fires h.11, a high groudwalVr tahk, ih. PplYpreP ions uHx idmsealeNtebe AOthOntya argln,e NhW ba s,nI,Md IPr hvGfant rA'PCBilon. 9PNINI OR Wwer 0 hint gesket shat l he trigs of is int mtlher n-rin9 W Ixofile I ,coed, ae regO11 -�.1 rvete Pad t'6' dla, x a' deep a -o' - dnishatl grade §— pipe to maNrole r r1.n. - I" m PannedVcn'P be ,Z by U'Ible N,B . rrvad cHannsl N mo4ide a4 =er • �.- e'e1di -TF 1-60. Int. NA.-9.0'rNn farml Inns 2-0'max, 4-7m�. €c+Ew type ncgl,gtaUh.Yalp box .w f '-"� EtI ft la be a:. mlmmum of3 rel Prer�lmrenw �, �,u, roP If fmnti ba nhov adaptor gmW holbmto tame elevation estop ebave lopethese loommmarker form chwnal 1i '' 't'"''G: .31 @' dPlea fl9n Noth e . psnl .' :.. .. .. J•. .1 • &One heaeihte y a mute, - chem®.loin. NOTES'. S. Menihela seckrns shell itaee an exrenml coming of eppr dp*mer Mm wale, POofiN prior to mNeBeHm. --- s 18teewilh 2. iladlustmentaler onexce.ds Nralnehasusawrxie MjuMmPM*gswllhesatork. ing of 6 trrantlt r prpofl T'XB^X 7@' - a GIIWNOM adiudinhaht of maoNdIc hwe IW be by NAM maln-stwirf,gL 4,Skid Pad'tobaplaead w -no ln,h Oereofnade. ..WRO to 177F8"T.J6 ' aAGH i?.K " '.dG{lbdbNr 5, FIMMP sndi be used`rf ireightfrom rowan oulmtlm'u tsa kN or lase Fremam he4"InhMgN, :.: .... .. . ::' .-�' 9Tnsrestealdas0.201attdmpine.avelrpnthroughlhamanhde, FIRE HYDRANT ASSEMBLY STANDARD MANHOLE -6- APR 09 -T 5- FEB OSI Fee a ems dei f s Ford steW. peIrd&eal lull naw meniWe I'S 0, repair 00ph ,1 ES d, FCSA Damp, ® base sedbn F° Or FC3A eppmved aPprnvod ePW equal VaNce� Indvolaborte 111kr 3.5 htltl: Figure N. 7 makal .Iola YVa-DER shun-mrlsgng eNming Nhe 4wb. lop 4ecam: Fgufa tb. 1323,0 Ped bounm aerxian: Farre ,.n. mm. 1'8• du. x T deep ,.....,.., .....,.. _.:... ............... ............ I pp _varies Io property line -«-I .. :'i ..... I fidlshad a grade ae l Nrt o110, to de remweo r0edwey bin 2' SCH so PVC vswrype FIE Yap CUT IN 2''san1es saddle r brhr64 nlpPle,2long STANDARD INSTALLATION �T' awp P1 RlCwPlhg 4®' s'SCH BO PVC RPx 4nme7e PIAN .std - --- brkA Dose -10 eNiarh bapal E.IXian ruin M 611, rnaIeo Iraoof. 11 arnwI, lop ectlah d exieling Idns to form open -I- 000 HOUSE INSTALLED PER FCSA APPROVAL NEW MANHOLE ON EXISTING LINE -17- FES DSI MITI WATER f.. /�a - 1•-,r-,.- 2• scH as Pvc 71p— 13TI& 2're9CH PVO saWaa W 90" bentl sAM 22 T,1° /x� �m rine Ila waw rxilo so -// . l 40 11.1 uwpC!n@rSn LOM RSI DlP Elinin FlP%flP I RD 20 1 20 MAIN FLUSHING ASSEMBLY -7- FEBO9 D BOII, jo.. NI the 1101ng .het! be heed. In Odki4m, ae 1e1nia weAn, the speefied lenge, on bte fere, ed, of the reducer Mal'I be retrained. L IN L - It 0,n df D2 D, pp.'P'❑.'OI F) C - pips tllernefer REDUCER 111 NMI eft11mI11 n addlI., m -ting the maaHm, any l]-1- mm Mlle ah1.vw11Nn the EpedflW Wroh steal barxdr.Wred. ❑ T m 11 19' I 'JP 1 20" 1 24` L = reetr.lned leria h of 1, IPVC of DIP) L(ft) e0 W 1W 120 12P' 140 180 ❑-Pipe d,aneee. VALVE, DEAD END RESTRAINED JOINTS FOR REDUCER, GATE VALVE AND DEAD END -3- FEB 09 I 2016 ROAD & BRIDGE STANDARDS down band �d = dowry dend resrmindi fmogth of op. FVC at DIP) depth Oft, min Lu = up bend ,ere... langthof pIou (PWC Ir DIP) DhIh=pipe dArnmor' up be 1 \>a tl Eacnsldeofmlyvenicaldreet r d. N ahml d4 remtalretl, In G I� W 4dtlin yl 'N@W felawllhin the paell Oak Ob-U h Ntle d She finingahel� be ressrhed. ¢ rr a"A 12" 1e^, 19•aaP' z4• 45" Ld (h) 20 40 W 80 to M) 20 20 m 20 RESTRAINED JOINTS FOR VERTICAL OFFSET -4- FES as D I s• e'shlr' 13TI& 24° 22 T,1° LO N) 20 so 40 40 W ft 1 20 1 20 1 2D LOM RSI 2a I RD 20 1 20 RESTRAINED JOINTS FOR VERTICAL OFFSET -4- FES as ❑ 1 B• 1 9'x12` 1 '6. 1""'M 2T rr 1)4 WIN 1 20 1 26 1 20 20 W ft 1 20 1 20 1 2D m RESTRAINED JOINTS FOR VERTICAL OFFSET -4- FES as EXPANSION JOINT X IF 4' TRAOVERSABLE WOTH IS REQUIREARE WITIH WAX. 2BEING X CROSS SLOPE NOTES: MAIN ROADWAY PAY LINE %PROPOSED T' SIDEWALK IS TO BE POURED MONCLItHICALLY WITH ENTRANCE OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REGUIRED BARS, HALF PLAN A 2,PROPOSED 7" SIDEWALK TO BE CLASS A-3 CONCRETE. 3. REQUIRED BARS ARE TO BE NO 5X8" PLACED r CENTER TO CENTER FACE OF CURB B"'• CLASS A3 CONC. A-ONG BACK (JF CURB, MID -DEPTH OF SIDEWALK. MINIMUM NORMAL, GUTTER CONCRETE COVER MZ. p• U- ti. , �, , t; h 4,ALL OETARS AND DIMENSIONS NOT SHOWN ARE THE SME AS . e. ' f:- • e.' ,. STANDARD CG -4D- - �. . p. p .. p r•\: o e o s s a 5.THS DESfGN MAY ALSO BE APPLIED TO OTHER ENTRANCE STANDARDS 8" AGGREGATE BASE AS THE NEED ARISES. TYPE I SIZE 218 5. O.WHEN USED IN CONJUNCTION CCAS FACE ON T14SSTANDARD 5 STANDARD C CEE A0,IUSTED11) MATCH H THE MOUNTABLE CURB CONFIGURATION. SECTION A -A 7.SEE STANDARD CC -12 FOR DETECTABLE WARNING OETAL3. S x 8" BARS c 12" C -C PERMISSIBLE CONSTRUCTION .!DINT PERMISSIBLE CONSTRUCTION JOINT l s CaNCRETTEE COVER :d. aaee 6 AGGREGATE BASE S" AGGREGATE BASE S" AGGREGATE BASE TYPE I SZE 219 TYPE I SIZE 218 TYPE I SIZE 21 B SECTION B -B SECTION C -C SECTION D -D SREFER;NCE COMMERCIAL 'ENTRANCE ROAD AND REFERENCE AID IIwaDE STANDARDS 502 (HEAVY TRUCK TRAFFIC ANTICIPATED) REVISION DATE I SHEET 1 GT 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 103.10 2016 ROAD & BRIDGE STANDARDS Concrete pea IT die. x 0' dl A ct s— screw We adfush d%vale bca mcarim rtwkrx TAlve boo — m ,dap 1. Pre\l a real, W min Y.le feeirelneci m mer, PROP. c' SIDEWALK PEDESTRIAN ACCESS ROUTE DETAIL AUCTION AL RIGHT -CF -WAY IS REQUIRED IF THE LIMITS OF PEDESTRIAN UNPAVED SPACE OR SIDEWALKS 7" DEPTH EXPANSION JOINT RADIUS LENGFH OR S'-0" LMIF$ GF CG -t3 CG -13 4eI PEDESTRIFAI ACCESS ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE FIRM ARID SLIP RESISTANT PATH CONNECTING ALL ACCESSIDLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED 133 1MESSTRiANDTH SHOULDBpOUTE IS A ACEKT TO BACK OF (WH" 'ER IS (RiEATERI A yADTN C,IF Cenerda pad l8•die.x8'dWp PERMISSIBLE CONST. JCXNT GbrlGald Pad 16 da ther, " 1/2 WIDTH OF ENTRANCE LIINITS GF PED. — — —y LDMrS OF PEO, F y�A PY "M(g�_ #I 8' BARS 12' ACCESS ROUTE 'gypk % q C -C MN. WAC. DOVER DNPAVED ff�AC IlNPA4ED SPAii SCPOSED MWALXOR`A' h:4" DEPTH) A�. NP tll ataN A@ ht- W&Ve ne aM e'rm eW m E%P+MNSON JOINT 6"mMe screw type adju.table 24'min. EXPANSION JOINT X IF 4' TRAOVERSABLE WOTH IS REQUIREARE WITIH WAX. 2BEING X CROSS SLOPE NOTES: MAIN ROADWAY PAY LINE %PROPOSED T' SIDEWALK IS TO BE POURED MONCLItHICALLY WITH ENTRANCE OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REGUIRED BARS, HALF PLAN A 2,PROPOSED 7" SIDEWALK TO BE CLASS A-3 CONCRETE. 3. REQUIRED BARS ARE TO BE NO 5X8" PLACED r CENTER TO CENTER FACE OF CURB B"'• CLASS A3 CONC. A-ONG BACK (JF CURB, MID -DEPTH OF SIDEWALK. MINIMUM NORMAL, GUTTER CONCRETE COVER MZ. p• U- ti. , �, , t; h 4,ALL OETARS AND DIMENSIONS NOT SHOWN ARE THE SME AS . e. ' f:- • e.' ,. STANDARD CG -4D- - �. . p. p .. p r•\: o e o s s a 5.THS DESfGN MAY ALSO BE APPLIED TO OTHER ENTRANCE STANDARDS 8" AGGREGATE BASE AS THE NEED ARISES. TYPE I SIZE 218 5. O.WHEN USED IN CONJUNCTION CCAS FACE ON T14SSTANDARD 5 STANDARD C CEE A0,IUSTED11) MATCH H THE MOUNTABLE CURB CONFIGURATION. SECTION A -A 7.SEE STANDARD CC -12 FOR DETECTABLE WARNING OETAL3. S x 8" BARS c 12" C -C PERMISSIBLE CONSTRUCTION .!DINT PERMISSIBLE CONSTRUCTION JOINT l s CaNCRETTEE COVER :d. aaee 6 AGGREGATE BASE S" AGGREGATE BASE S" AGGREGATE BASE TYPE I SZE 219 TYPE I SIZE 218 TYPE I SIZE 21 B SECTION B -B SECTION C -C SECTION D -D SREFER;NCE COMMERCIAL 'ENTRANCE ROAD AND REFERENCE AID IIwaDE STANDARDS 502 (HEAVY TRUCK TRAFFIC ANTICIPATED) REVISION DATE I SHEET 1 GT 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 103.10 2016 ROAD & BRIDGE STANDARDS Concrete pea IT die. x 0' dl A ct s— screw We adfush d%vale bca mcarim rtwkrx TAlve boo — m ,dap 1. Pre\l a real, W min Y.le feeirelneci m mer, PROP. c' SIDEWALK PEDESTRIAN ACCESS ROUTE DETAIL AUCTION AL RIGHT -CF -WAY IS REQUIRED IF THE LIMITS OF PEDESTRIAN UNPAVED SPACE OR SIDEWALKS 7" DEPTH EXPANSION JOINT I,. gGN7SOF NATE IJA7J, EXTEND BEYOAID EXISTING OR PROPOSED VOOT 6 .a CC -T2 DETECTABLE WARNING CW2'y w� F 4eI PEDESTRIFAI ACCESS ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE FIRM ARID SLIP RESISTANT PATH CONNECTING ALL ACCESSIDLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED 133 1MESSTRiANDTH SHOULDBpOUTE IS A ACEKT TO BACK OF WIDTH OF GUTTER LIMBS OF CG -IS Cenerda pad l8•die.x8'dWp EXPANSION JOINT X IF 4' TRAOVERSABLE WOTH IS REQUIREARE WITIH WAX. 2BEING X CROSS SLOPE NOTES: MAIN ROADWAY PAY LINE %PROPOSED T' SIDEWALK IS TO BE POURED MONCLItHICALLY WITH ENTRANCE OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REGUIRED BARS, HALF PLAN A 2,PROPOSED 7" SIDEWALK TO BE CLASS A-3 CONCRETE. 3. REQUIRED BARS ARE TO BE NO 5X8" PLACED r CENTER TO CENTER FACE OF CURB B"'• CLASS A3 CONC. A-ONG BACK (JF CURB, MID -DEPTH OF SIDEWALK. MINIMUM NORMAL, GUTTER CONCRETE COVER MZ. p• U- ti. , �, , t; h 4,ALL OETARS AND DIMENSIONS NOT SHOWN ARE THE SME AS . e. ' f:- • e.' ,. STANDARD CG -4D- - �. . p. p .. p r•\: o e o s s a 5.THS DESfGN MAY ALSO BE APPLIED TO OTHER ENTRANCE STANDARDS 8" AGGREGATE BASE AS THE NEED ARISES. TYPE I SIZE 218 5. O.WHEN USED IN CONJUNCTION CCAS FACE ON T14SSTANDARD 5 STANDARD C CEE A0,IUSTED11) MATCH H THE MOUNTABLE CURB CONFIGURATION. SECTION A -A 7.SEE STANDARD CC -12 FOR DETECTABLE WARNING OETAL3. S x 8" BARS c 12" C -C PERMISSIBLE CONSTRUCTION .!DINT PERMISSIBLE CONSTRUCTION JOINT l s CaNCRETTEE COVER :d. aaee 6 AGGREGATE BASE S" AGGREGATE BASE S" AGGREGATE BASE TYPE I SZE 219 TYPE I SIZE 218 TYPE I SIZE 21 B SECTION B -B SECTION C -C SECTION D -D SREFER;NCE COMMERCIAL 'ENTRANCE ROAD AND REFERENCE AID IIwaDE STANDARDS 502 (HEAVY TRUCK TRAFFIC ANTICIPATED) REVISION DATE I SHEET 1 GT 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 103.10 2016 ROAD & BRIDGE STANDARDS Concrete pea IT die. x 0' dl A ct s— screw We adfush d%vale bca mcarim rtwkrx TAlve boo — m ,dap 1. Pre\l a real, W min Y.le feeirelneci m mer, 1S", is", 20" and 24^ GATE VALVE -5- APR 09 NOTE: MOM reed In cIII.S n I d W g. II lr i'"9• � 6 S 1 114': r oomp WAd xOgfade: eubgrede shellba eompedt dto95% maNrralmderleatyoae Oahea iWth ASTM DW8; etanderd Prader. ROAD SECTION PAVEMENT SECTION 3" @"Ntor—bas,, PUMP STATION ACCESS ROAD -40- FEB BSI Rev. No.I Date oI 03-22-2017 LA!Y L 16EPLER ,1D. 328 9 O CM �`�sIQNaI. DATE: PER. 26, 2017 SCALE: - NEA DESIGNED BY: RLI( FILE NO. 3016L SHEET 07.02 17—©1 j^'°m<^� �@ryt@9r 1@'soled Mock far 121otte @", S" and 12" Cenerda pad l8•die.x8'dWp -Iniehed grae'e GbrlGald Pad 16 da ther, - 5' starry .: NP tll ataN A@ ht- W&Ve ne aM e'rm eW m be e'val 16 snalr t bevel gem type 6"mMe screw type adju.table 24'min. r', _ ' :..:. vaewa bmr vale aox rn b0. dap[Pr 11 Nola, vtive shall apv gear Iv h'As h'W z M Lu .I' atpn i UN fix 16tlr IH blo .'� ieesmrarled Nn �/ aald bi.0 .t7I . Water Famed Sewer 1S", is", 20" and 24^ GATE VALVE -5- APR 09 NOTE: MOM reed In cIII.S n I d W g. II lr i'"9• � 6 S 1 114': r oomp WAd xOgfade: eubgrede shellba eompedt dto95% maNrralmderleatyoae Oahea iWth ASTM DW8; etanderd Prader. ROAD SECTION PAVEMENT SECTION 3" @"Ntor—bas,, PUMP STATION ACCESS ROAD -40- FEB BSI Rev. No.I Date oI 03-22-2017 LA!Y L 16EPLER ,1D. 328 9 O CM �`�sIQNaI. DATE: PER. 26, 2017 SCALE: - NEA DESIGNED BY: RLI( FILE NO. 3016L SHEET 07.02 17—©1 2016 ROAD & BRIDGE STANDARDS END -SECTION i2" 60" PIPE HUB OD ON OUTLET 00-SECT"S SPIGOT END ON INLET" ENO-SECIM IT MOPP EwTNUON PLAJ C S F/ddt� E Situ l lI A -A LNU YTL W END SECTION DIMENSIONS ALTERNATE END -SECTION 12" - 60" PIPE S�ETDEND ON� �W-S'SSE�GTgIONN Xx ■~~ - - ■ GW CRETE TC BE LLL _ _ JJJ"' 4DW Py WWw. - ----- PLAN IT r`ApKax. STEEL - - - ea^rERcg1 'trr - - }- I PAT 1. SECTION X -X ENO VIEW PAY LINE 9 - NOTES, ONHENLEFT. ggyN B/,'SD OM Jq^SEGTg06 sNAREOMN ON THE LEFT. W TK CONiRIGN ELECIs I To I THH�EELpANLpT�NA1�dSSCIC�DCWNBOON RIG` MUSIC N DIMIPASFJN 'p". SLOPE DETAIL W FLARED END SECTIONT 1 STANDARDS 12" - 60"' CONCRETE PIPE CULVERTS a ARD aa 3107 REv>soN GATE SI27 1 of t VIM W DEPARTMENT OF TRANSPORTATION '82.111 2016 ROAD & BRIDGE STANDARDS 'SY.M:I IVN AL -A HARDWARE SEE RIMEL _/ r - Y W 4 ■ 6° OC. FEG9ETA6SBEAAm sT•1 NpTFt SWAIR�3' al-znD. �E. zFF L DEPTH OF ILEY *OTO E SHOWN ON PLAINS. �tiL7O®GILT+ 2. THE "M D E1 IIFAON NE1YN� TPE $TANDAIDS V COVERT CT, 3". AND SPECIFIED DN TIE RAR. E MEASURED FROM TIE NVtD1T OF THE DUVALL V. ALL REeEORDINa STEM TO E OUT CLEAR OF ALL WOO= BY 2". PIPE TO TAE TDP of TEE 97RUCTIIPE. ARE ONLY FOR CAST -IN at GLASS A3 H PLACE 01 TEE E41YADIVERSIONS 7RITf S 'Mir DBE7®MOS SIN.., E D ll6M G B'1 TAE i3Mp 91. PRECAST (IGFICRETLIG TO, Ei 400 PSL CONTRACTOR FROM FEED COIOInTINB. 12. LENGTH Or PL V WELL, N EVERY CME, E 3. MEN SS"NECIFEEDFON THE PLANS� 6 TIE tY � B -U TME 47�G€ AND Al ®®iCE�E�i�Fa YAM78A.5 WaM0 AL TC THE SFMPMD B 70 BE NCLLOEA N THE ® PARE FOR THE STRICTURE. AND COTTER SITUATIONS ONLY. 4, N THE EVENT TAE NERT YOF THE O=FFAL 14 q�L�L • 9 X KETEO�N' MSSF'llT1QM4ES DBMS R BE'S 7S7 A M[llM Y OF 404 (20"), E APED TAM C PREVENT STANDING Of FORDING OF WATER N THE STIMOTUPE. ME COST or E=SN G is, FO FPL W VIEW OF IIiEP SEE S7NOPFD DN•2D, 2E, 3. AND PLACING Ill. YATFRALS NODDITA TO t& PRONDE SAFETY S.ARS WIEN SPECFEC ON THE 9SHlMWPNG IS TO IPE INCLUDED N THE ED MCC FON T 6TNICTURF. THE PINS. 5. STEPS ARE TO BE PROVIDED WREN NIS 4'-0" V.LOCATION OF DYENSDN L � SHEET D& 00 GREATER, FOR DETAILS SEE STANDARD ST -1, FOR NUMBER OF BRPM REOIWIED MD MM5 6. THIS ITE711 MAY 9E RECAST DR C/61'-N-FU.TCE. 1111111)l�.TSi �:� t S'si9 E�'fL� � �7 EACH TYPE. FOR FAITS OF BEATER DyE1 HHS ZCH RGL GEY,R6r 9ETSADOf$�MCRIEEWENTS 0:' FOgM.FiETE NorSE'kST'MAr PR VO HOm. 9EE srA"lo2V)m T-OF3, 4 FOR KT6 WYTE DE9GN. AND STEER DISPLACED EAST E DE=MOTED TO OAr- TRUE DUN"'T" . B. 3" DMMETEN TIER ROLA 90 E LOOTED TO GRAN SSBASE MATERIAL MIEgP Rp,E W7TN T4"119T" PLASTIC FIAIDWAM OLDTH '1" MESA 20. FOR OETALS AM7 DINETBOMs OF CIeO ADT. EAI$ COLAR AWO ON7E OROPPD 94irTEA LIE AD RENFORCI,D Aib STRI1CilRA OR GAVAATp STFA TETE. Y116UM WAE STEEL NO€ DETNLED S?=E STNVDMO G-90. A OI/IAEIDi G G3" MIYBFiI 4 ISSN 11A,NIW'/RE OATH AHL70RED r2aLT TO Tlf OIFTSIE AR USED WITH LARDER 21, PIPE A THE STRVGIURL r IUIO&DNA 7101HOI Is PPE 1,72- MBETWEE ADJACENT CLEARING BETWEEN ADJA#NT PPES 6 4 N 6'-0• W-0' AID• O'-0`11`00 r -W BAtS F PLAN VIEW D-2�/e^ D-yy O'"aii" E��I I "ilI D -V.- 101 N46 A PAY LINE 9 - NOTES, ONHENLEFT. ggyN B/,'SD OM Jq^SEGTg06 sNAREOMN ON THE LEFT. W TK CONiRIGN ELECIs I To I THH�EELpANLpT�NA1�dSSCIC�DCWNBOON RIG` MUSIC N DIMIPASFJN 'p". SLOPE DETAIL W FLARED END SECTIONT 1 STANDARDS 12" - 60"' CONCRETE PIPE CULVERTS a ARD aa 3107 REv>soN GATE SI27 1 of t VIM W DEPARTMENT OF TRANSPORTATION '82.111 2016 ROAD & BRIDGE STANDARDS 'SY.M:I IVN AL -A HARDWARE SEE RIMEL _/ r - Y W 4 ■ 6° OC. FEG9ETA6SBEAAm sT•1 NpTFt SWAIR�3' al-znD. �E. zFF L DEPTH OF ILEY *OTO E SHOWN ON PLAINS. IL Al IENFOI(DNG STEEL SI HAVE A TOL 2. THE "M D E1 IIFAON NE1YN� TPE $TANDAIDS V COVERT CT, 3". AND SPECIFIED DN TIE RAR. E MEASURED FROM TIE NVtD1T OF THE DUVALL V. ALL REeEORDINa STEM TO E OUT CLEAR OF ALL WOO= BY 2". PIPE TO TAE TDP of TEE 97RUCTIIPE. ARE ONLY FOR CAST -IN at GLASS A3 H PLACE 01 TEE E41YADIVERSIONS 7RITf S 'Mir DBE7®MOS SIN.., E D ll6M G B'1 TAE i3Mp 91. PRECAST (IGFICRETLIG TO, Ei 400 PSL CONTRACTOR FROM FEED COIOInTINB. 12. LENGTH Or PL V WELL, N EVERY CME, E 3. MEN SS"NECIFEEDFON THE PLANS� 6 TIE tY � B -U TME 47�G€ AND Al SNOMN DN 13. THIS 57AriNt VS NFENGEO 3DR USE N CLWB YAM78A.5 WaM0 AL TC THE SFMPMD B 70 BE NCLLOEA N THE ® PARE FOR THE STRICTURE. AND COTTER SITUATIONS ONLY. 4, N THE EVENT TAE NERT YOF THE O=FFAL 14 q�L�L • 9 X KETEO�N' MSSF'llT1QM4ES DBMS R BE'S PIPE 6 ANGER THAN THEBOTTOM GE THE STWUCTU 121E NYERT f1E STR,DillRE -SMALL YORTM TD A M[llM Y OF 404 (20"), E APED TAM C PREVENT STANDING Of FORDING OF WATER N THE STIMOTUPE. ME COST or E=SN G is, FO FPL W VIEW OF IIiEP SEE S7NOPFD DN•2D, 2E, 3. AND PLACING Ill. YATFRALS NODDITA TO t& PRONDE SAFETY S.ARS WIEN SPECFEC ON THE 9SHlMWPNG IS TO IPE INCLUDED N THE ED MCC FON T 6TNICTURF. THE PINS. 5. STEPS ARE TO BE PROVIDED WREN NIS 4'-0" V.LOCATION OF DYENSDN L � SHEET D& 00 GREATER, FOR DETAILS SEE STANDARD ST -1, FOR NUMBER OF BRPM REOIWIED MD MM5 6. THIS ITE711 MAY 9E RECAST DR C/61'-N-FU.TCE. LERDINS SEE SHEET 1D4;O1. 4 4 X W SMOOTH DOWELS AT MPTOIMATELY 10. QUANTITIES SHOWN APE FOM MN. EI�LEE7S �F 7. W C -C TO E PldCED N ALL AN.T.9 AOAA@R TO ABUTETNG pOEOILAp7IETTEF TDD�WFpREY 1 4• -BE EACH TYPE. FOR FAITS OF BEATER DyE1 HHS ZCH RGL GEY,R6r 9ETSADOf$�MCRIEEWENTS 0:' FOgM.FiETE NorSE'kST'MAr PR VO HOm. 9EE srA"lo2V)m T-OF3, 4 FOR KT6 WYTE DE9GN. AND STEER DISPLACED EAST E DE=MOTED TO OAr- TRUE DUN"'T" . B. 3" DMMETEN TIER ROLA 90 E LOOTED TO GRAN SSBASE MATERIAL MIEgP Rp,E W7TN T4"119T" PLASTIC FIAIDWAM OLDTH '1" MESA 20. FOR OETALS AM7 DINETBOMs OF CIeO ADT. EAI$ COLAR AWO ON7E OROPPD 94irTEA LIE AD RENFORCI,D Aib STRI1CilRA OR GAVAATp STFA TETE. Y116UM WAE STEEL NO€ DETNLED S?=E STNVDMO G-90. A OI/IAEIDi G G3" MIYBFiI 4 ISSN 11A,NIW'/RE OATH AHL70RED r2aLT TO Tlf OIFTSIE AR USED WITH LARDER 21, PIPE A THE STRVGIURL r IUIO&DNA 7101HOI Is PPE 1,72- MBETWEE ADJACENT CLEARING BETWEEN ADJA#NT PPES 6 C.C. 9�NS ITIX1CTIpAi� SECTION THROUGH ELEVATION SCHEDULE OF FMKrORCNG STEEL BARS MAN 40. REOAEO LENGTH M 411.94NYHD Y -r NI NLBHHOHZ r•a" V 78 FT -2• APPROXIMATE CUANTITIFS FOR MINIMUM W DEPTH IWET O- GBQSeNI L RO��4A COIREIE SEE NOTE n TTPE Lh FL LI1IL DA YON 200 41-W' IA" &R3 2EE V-01 1.714 7.20 OFF 01 1,733 7.28 INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH (H) AND ON $6107 LENGTH (L5 M L G - TYPE CONCRETE STEEL COMETH! TE 51131 CA, YdL L6R Cw Y8R COs. 272 OA3 181 - ZEE 1033 IBI 0.15 n TFT Oda ISI 1 0.10 n SP MCARGI REFERENCE STANDARD CURB DROP INLET ROM D MGM ST 233 3011 - 48" PIPE; DEPTH (H) - 01 TO 201 REVISION DATE I t 5 Gr 1 302 MMM DEPARTMENT 4F TRANSPORTA710IN O4.pe EXPANSION JOINT L OF aDENNJ( S]7PAN510Y °ROVE 11_27 TCP DF FLL OCR LN€ : FOR GRATE CETNLSP-ARSG EE VANGUARD =-ZD.TN, CARS Al 1T��7i rP tC COP'StRUC11UN JaN i p =n MAr ] A I e " FACET -1'4 ES BAS A-1 - G"= 1 ---`--1 `' 'I eMN ••11 MAX 01-20. ZE, 2F TED bX 2 MM DETAILS 7' -+Ln 11_27 TCP DF FLL OCR LN€ : 'ORE CARS Al 1T��7i rP AT S" C -G SAN COP'StRUC11UN JaN i p =n MAr ] A I e " I -1'4 + BAS A-1 (SEE TIBLEI R6111CATLD DOZES MN. 1IIC 0 K _ K MOOINGG SFE SHEET I OF 5 FOR DETAILS NORMAL EARTH FOUNDATION '/o PER Tor H Moi e•', WAX. 24,L ROCK FOUNDATION WIN APT TO MA CH FACE O" I- a BAGIT ■ SARI IPO 411 RGABWAM ARI RCP Di FB.L,or R ECP Or FILL 1 E' G BAYS A • �trG I ���T��,777[[C - r LRO(S< ,b MN. VII D X ❑ N EDdNE NATERK NORMAL EARTH FOUNDATION SMS F gAp D W 5 C -C I E?.!�r!IW rm PLASTIC RPE CLASS C OMXFLL MATERML CINSI0 GLASS CONTOURING T❑ THE L:l�l� N ACCORDANCE NTH SEC710H 302 OF THL RAD 510E TuccuR NENFS FOR CRI RDN AND MIDGE S�CFIO1tI0N5. AGGREGATE SOF 25 AND 26 MAY E E±!!??{ FOR ALL OTHER PPE REGULAR MORA, MATERIAL USED N PLACE OF CLASS I BACKFILL. N ACCORDANCE WITH SECTION 302 Of E ROAR AND BRIDGE SPECF1CAnONS. NNTPTEPE969EE L1�zy'�YA9I'dfA•r/4^ 4 ' 1A -A' LOMO SEF. OE41OF GRATES Y •„ COLLAR SECTION( - _GI I t tP @HEFT , DF , REY+SUN DALE 0" A -A AA/8 A-1 L 2V7"IIGV7" AYR' �ACALVABI[ OF APPROACH PLAN VIEW - iSURFACE L-YMMPaE- � h Y °RM6iw hL-c iY' B• 4'-6• Y E' F -IV #RAME }' 0 ' [•C R a - 17•e w BAxs LL X 91ICl 8 q° -C APPED GAv. NC 6K= - - -- IS -lrd AO[D TD BARS E 2°•D' V NEN INLETS LIED NTH I I BMACMO DID B B SECTION C -C W ORRI SECTION B-8 J S•RV4• L" A"xV4' WITOF FRONT ELEVATION SUFF�+� �Y G -2O L ot-2E f L 1 O.2r L y4: T'°..,.,.,?T RUNOF12 GCS' -Am TYPE 8 NOSE DETAILS TYPE A NOSE OEPA Si1LL E C@m CORN CO -7 STAE-01A4D.. I 7 I 1 TYPE a GDE DETAIL. SHALL E USED WITH CO -8 STANDARD, CALM PLATE FOR TYE A la E T 0TH M FOR {SEN OF aI ANI 6 70 WE AHbDRED RTK "X4• - ITPI LOT ON (BABES BOTH SEI5 TO E SYMeET■GAL T1EAR GON ECTGRB WELDED TO eETTT AT r G -G REFREN E _ STANDARD CURB DROP INLETRDMI AHOVE� ,,x,,110, 233 30" - 46" PIPER MAXIMUM DEPTH (H) • 9' FEwM34 DATE 1 sRr( 1 OF 2 ]a2 1DRONA DEPARTMENT OF TA NGIF ORTATgX 104.06 W-6 NOTES= I. MIs IRM MAY BE RECAST OR CAST N AML 2. WNCFE-IE 10 ME CLA48 D.3 IF CAST N RJCE, 400 P9 F PCRUDpCBk4r.q��A3 CE. 3' COMBINATION � FEET BR LESS [ILCRG � CIF LDRa, SHAL aE PM FOR AS RACK CORONATION ORS 4 GUTTER, 4, FOR UK WITH STIOL® CPCN-BRIGFD DRAINAGE LAYTTR, TIE BPTraY a rHe IX1RB A Ya THE SytlLL AE CaN.:rRUCtE'B PMN.LEL SLOPE CE ME TURS„T ARA TG TFE OTTH E THE PAYEHAAT, 0. N_LO'NAMT CROTORA FOR THE USE OF DOI p■EgWpA•�ETS Bw ROAB'Ar CI,ASSFgAnGH ARD 2- R THE MIGNIWik K THAPPE SECTION a. as URBAN STADAR❑6. b H .. w . 1•.P D . D. 0 0. D A 0, -- a------� RETE OF eT°H1E'ECONTRAICTOR COMBINATION 6" CURB AND GUTTER 4qA Ao Brame STANDARDS TG RLVGUGN DATE 9EiT 1 OF 1 6TH YMMA DEPARTNI OF TRNWQRTA7 N CG.I2 TCP OF F@1, cNDURD LINE = A TCP DF FLL OCR LN€ : TS OOYIELS, b"LOq� AEI64513LE AT S" C -G SAN COP'StRUC11UN JaN i p =n MAr � /r EARTH ROTTINGTELAND ROTTING- I e RYp I2'I YAM -1'4 RAP 4SEE IABLEI A (SEE TIBLEI R6111CATLD DOZES MN. 1IIC 0 K _ K MOOINGG SFE SHEET I OF 5 FOR DETAILS NORMAL EARTH FOUNDATION '/o PER Tor H Moi e•', WAX. 24,L ROCK FOUNDATION WIN APT TO MA CH FACE PIPE PROJECTION ABOVE GROUND LINE D TeX 13 . D MN 7.5 . D NK 1,8 . ❑ 411 RGABWAM ARI RCP Di FB.L,or DRU( G< CIURR ECP Or FILL : 11 7 _ i i � (Y ,� rr rrr rn a j rr � GI4OUN0 c r• rJ•rr LINE ..... 2 x1 4 - r LRO(S< SECTION A -A PE ME WITHOUT 1UFFET. STRIP �.1ITNIGTIaN I eR9S5WAN 1 SECTION B-8IN ! - ` cNDLswAIN T�M""'9 iR- A° y°� . NOTES' GEE ETDF 5, FOR GE A A 5 ON THE DETECTABLE WHNC SURFACE. CROSSWALK k . fA­AN Y' TILE REOBIED LENGTH OF A PARALLEL RAMP TYPICAL PLACEMENT LT4TE0 TO TO rEET. RECNNAESS OF THE AT INTERSECTION % WITHIN CROSSWALK Ewe TYPE B PARALLEL raRPTN s+'W APPLICATION ° R0Er4X 18xIUUV "N" .,DOM RDµ URA N PEAT. v. F'"` DIAGONAL PLACEMENT 6• a MOMENT 0 4. 4 6 yyH �u 7 5 R _ a 6 _ D tt 5yyypLA. a t3 F Nu%M ) W 54�"E a (4',pRO �A 5 ID 15 ONGI RR'apDL,W OOANIN All MAID IgpNp[rry u CJ?➢ SWRLN R - 6 WITH BUFFER STRIP L°�'"' _ •IXA T"s'T OAGssA.LN •Wes xvouT ROAR APO eNIau 5rAQANDB CG -12 DETECTABLE WARNING SURFACE" 9557 3 DT s REVISION DATE TYPE B (PARALLEL) APPLICATION qs 203!7 IGLOO v GAAA WPM TMENT OT TRANSPORTATION 3Qi CN -2A 21L 2C TVIaTNE O NX. QWASION ,ORT BMA OF SIOEIPALX EXFAN9XIM �A rIN F-0 or LOT- -0, 5' 3'•8" Gr I PLAN VIEW D' L_ -MARL 20' 7'-0• e F GKVADZED MC Ell 12 1 I 2. WEEP ROLE i a'. GLAETLR S ■ S E SEE NICHE as FRONT ELEVATION 2A 0.20 i'1 1 F Ly -17I 6 DAY. L2'/ XVh'Vf" .#E A'-8" W GA,Y. IIDex12 311• zC D n BMs E • 10• C -C .fLYEyIjDfESD TYPICAL OARSV C, BAR GC �A-E SECTION B -B COLLAR BMS A -I L MI'�ppppE� )„ 91M, 1- Xt8 o a ALS WARPED SECTION D -D SURI GNBEFFFLD 4-W RARe-1 aALVMT GI WILD ALL X N • • URC M T S D SEM ECTION C -C CCONNECTORSCIASE TP COLLAR WHEN NET Is DEED SECTION E -E NTH MUM. WARPED CUTTER MRgA27 GUTTER 1 7_11- Z`G ESE FCIIE aiiAr€S "Xw•,r -. _1 5/'RS St1RFKE FOt LAE DN (AR111E5 IEII ■ BMS B ■ 145 G xC APC "1® TPC�4« PlTEp4 10.20 L " 7" AOL )-I BMS F P �2 ed' I 'J. I TYPE sAFaE TYPE B NOSE DETAILS SEE NOTE 6 TYPE A ARSE GETA'A SHALL E REED ARM CO -7 5TA"GNV). __ I TYPE a TIM DETAL SHALL E USED WITH C04 STANDARD. CALVANOED PLATE FOR 7YAE A TO UCT DN M ANLE FOR USE N SI SECTION- A -A "'BRIE"' cr1SOR�°Tr�Om'""''Ta1°e "iPNr er °D. BOM SYIS TO E WNYETRgK FOR STEP DETALS SEE SM. ON. RaAO *0ICA xv=r R� STANDARD CURB DROP INLET Ta" sEET t GF zGEY■Dx DATE 12" - 24" PIPE: MAXIMUM DEPTH (H) • 91 233 104!3 VRGIA DEPARTMENT OF TRANSPORTATION 302 PB -1 NO PROJECTION OF PIPE ABOVE GROUND LINE TCP OF F@1, cNDURD LINE = TOP OF FLL GIDWM LINE :F TCP DF FLL OCR LN€ : AIR AI WITH ORC=.M OPENNO N TOP, 1 BAR F EX.-Z.S. COHERETE COVER. 2. MY RETE DCRO G BARS R1 CONFLICT WRH WE SHELLS ARE TO WA WHERE PIPES ENTER EARTH CS1 - ROCKOR WRISOIL � /r EARTH ROTTINGTELAND ROTTING- NVWK' OR 24- 7" OR WI ' OR 36' 85X10 TO E PLAaFD UIgER TOP EM AND EXIGOED INTO 0 WALLS MATERIAL -1'4 ro WITHN r OF O1TSOM FACE. � YY IAO ❑ x 0 x IBiMrGGL E�N MN. 1IIC 0 K _ K MOOINGG ILY.STD D _ X ❑ M NORMAL EARTH FOUNDATION '/o PER Tor H Moi e•', WAX. 24,L ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE D TeX 13 . D MN 7.5 . D NK 1,8 . ❑ YIN. LS N D 1✓eT. 1.8 . D RCP Di FB.L,or TOP E FlLL ECP Or FILL BMS J 6 T' C -C EF. _ i i � (Y ,� rr rrr rn a j rr � GI4OUN0 c r• rJ•rr LINE ..... rJrrrrrrrrrr J rJrJJr - - 77,77 Err r rriJrJrr � ._ rrrJr IAXr+r _ rrrrrrrJ rrNJrr -_DI� ND � a - - � rrrJ.4 rr r.+r'evJ = rr� �Y � r - c rm CROIRIP p �y r J LINE •-r -EARN - r LRO(S< W" TEs BDM TIE HTERNK MN. VII D X ❑ N EDdNE NATERK NORMAL EARTH FOUNDATION BR ID C 11"'I] f - r Ip.DNO , MANY 42<" K P X 4AT' GI SOL ROCK FOUNDATION r MGK AXR. 5/110 A MAIEARTH FOUNDATION SOFT, YIELDNG, OR OTHERWISE UNSUITABLE MATERIAL 'SHM4 302E1WOFK1 E RD Mie I�QF ® EI/RMNMFNT NOTES: SPE(SICATIOTEL GOR fF_NLTRPL NOTES DN RPF E001NG, CLASS I SMXML LATERAL N ACCORDANCE AEE D6TAL431O1 OF RPE CULVERTS WITS SECTION 302 O' THE ROAD A40 BNDGE AND STORY SEVERS CENTRAL NOTES sPEbFIGT10NS ON SHEET IDTAO. E?.!�r!IW rm PLASTIC RPE CLASS C OMXFLL MATERML CINSI0 GLASS CONTOURING T❑ THE L:l�l� N ACCORDANCE NTH SEC710H 302 OF THL RAD 510E TuccuR NENFS FOR CRI RDN AND MIDGE S�CFIO1tI0N5. AGGREGATE SOF 25 AND 26 MAY E E±!!??{ FOR ALL OTHER PPE REGULAR MORA, MATERIAL USED N PLACE OF CLASS I BACKFILL. N ACCORDANCE WITH SECTION 302 Of E ROAR AND BRIDGE SPECF1CAnONS. ROAR AND STANDARDS INSTALL. OF PIPE CULVERTS AND STORM SEWERS CIRC. PIPE BEDDING AND BACKFILL - METHOD "A" 5p iEkP E" @HEFT , DF , REY+SUN DALE 3a2 D7.D ]AIN VIRGINIA DEPARTMENT OF TNANSPORTAigN 4 N T•3R A B ENDWALL FOR CIRCULAR PIPE TWO BAILS K TO BE USED EACH CORNER N 1. ALL ff0RC9tl STEEL TO E AS OARS wine A SHOALS A/.^ AIR AI WITH ORC=.M OPENNO N TOP, 1 BAR F EX.-Z.S. COHERETE COVER. 2. MY RETE DCRO G BARS R1 CONFLICT WRH WE SHELLS ARE TO WA WHERE PIPES ENTER E CIAMIY►A OF " FROM PPE. Y/ THE A FOR DETAILS METHOD OF TIAWWO mum AND MPRORYATE NVWK' OR 24- 7" OR WI ' OR 36' 85X10 TO E PLAaFD UIgER TOP EM AND EXIGOED INTO 0 WALLS DLMNTNES SEE SHEET 2 OF 4, W -B" OT -Ir ro WITHN r OF O1TSOM FACE. A. PRECAST CHUN RRS OF THE ROLT TOGETHER TYPE NAY E SLKMTTMW W LEN APPROVED ON AN 19XVOUL. ONS& Y -W O'-5* S, A ORM TO Of PLASS A3 F C15T N KAM 4040 PJ PREDUAS JAMI.VN6TW VH e. T18 ITEM MAY E RECAST OR CAST N PLACE. I`_V BARS A R r CKC N.F. 7. EIM NATE DOWELS WHEN PREGW TYPE A TOWER ,URE ELECTED. T-7" T-0• RMS 0 R 6•• C -C FA 6.WIEN EAFEU GN PLAN@ WYMRT 6149 BE SHAM N r•P BMS J 6 T' C -C EF. K 7 Tw'TMIESBh V61G IHe/gT TO B'�E IEAWBBD d1 f-3" TI V-0" PM SEPMATf1T BLIT MONS V SAE IS TD BE IIO]OED N THE PRICE eD PER CL610 YAD 6 .'^'R', GOT Can Y -W W" TEs BDM TIE HTERNK D' -e• VAR a W^ eNAPIER WDTH KOHG THE IYARKOw AMY THE OIEiQIN aF TEE a P' H LTIOSTIEM WWMARE O 4 F -v' B� OFEHIM N THE TPP SLAB OF CHAMBER 2L DMAFET MAT E USED WITH LARGER LCI OTtIC K PPE Y72" MA"Mi PROVIDED HORIZONTAL 4'-V w 4 N 6'-0• W-0' AID• O'-0`11`00 r -W BAtS F PLAN VIEW D-2�/e^ D-yy O'"aii" L RAO 11EDFORMEJNT) D -V.- 101 N46 A 0.4%. D -a" III *NDEALE INDICATED DYENSM BY P FOR EAE WITH 72' P1lI (ZINC YARDS OF CONCRETE r-8• THE LIMTII O' ALL DMS AD T7[ MARRED. KEEI OCPGPPC 0.241 0.481 1 OA87 1NL VMF WRR TEEN O• TIRA�G . FW AiROYAN,E RFifa !EE BEET 2 AM 4 OF THIS DIPS G- III gDOWELS SEF'NM 7 BARS SMS J 1 0957 STANDARD. WARS. & G E G H, AO A RAE STNRGHF. W T+I L 3.145 BARS B -=U 1 LUN PI ZIPLU I LUN 111 JUNCTION BOX CLAMBER DETAILS FOR 48" - 7211 SPECIM A TKA ROAD AND VENDS LS PIPE CULVERTS MAX. DEPTH (L) - 20' S••Fk.T 1 4 IEVLTAIM GAO` 106 2}} R1A.90 VIRGINIAOPARNEIT' OF TRANSPORTATION 302 SLG I IUN A -A HARDWARE CLOTH REBATE NEEP HOLE �� SEC umcE MOTE &. eM5 v e4 W T' ac.. STEPS R[O'0.� FOIL ETAS .s A STMOND 92-1 u I 6 BARS H186 OFTICI NOTES OF= 2EE. 2P I DEPTH OF INLET (N] TO E SHOWN ON PLANS. 0. A.I. MO FORDWO STEEL 9441 WLY[ A IAL 2. 'iT d KSTaDKN SIOwN ON TIE STANDARD COVIN OF 2". I&Fl DFFROM 71 IN I OF THE 91RFALL IP. � OPENINGS BYSTEEL".TO BE WT CLEAR OF RPE TO ME TOP OF THE STRUC7IAF. PLAN 'M• DIMENSIONS ARE APPROWw7F DVLA 11, A%N PUCE 8 1'EA E A3 FOR £STNATNG E=XPOSES AAO THE ACRAL 3OD0 P91. PE CONDItETE IS d1e3510N4 SIAL E CIMINERO RY THE 40GP P9_ CONTRACTOR FROM FIELD COIOIFOM 91 Lp4pTN OF SART 03 RSL,N EYpTT CA¢.E 3, WHEN SPECIFIED ON THE PLANS TME DIVERT IS AWWN OI PLAtB. 1M RE SHAPED ININIIA COADTMFILEE WrK STAO4D II THE COST OF "DiftHHO ANI PLAGm Aw INELTEMIRIFMIC N I F BD P& FD '9TN6111TO 1'• •� OUTr SITUATIONS ONLY. USE N CUA6 14. F OPrNxIA COSTRUCigx J9NT 19 1:90 rc 6 4. N THE EVENT THE NWDfT DF THE IXRFILL TD E IE`rf0. A41 SPUEES N 9146 V TO E PPE K 40HER TNM 7HE BOTTOM OFFCTITlEEE A MIR". OF 4OG (20°1. PRI Ai4AVPEO WITH OF C21MM Y FAX TO 15. FON PLAN YEW OF INLET SEE SrANDAD 011 IN THE 47RVCTIPE TG'SFE CO3YMGO WN57f5HwG M, 2F. AND PLACID AL NATIONAL" NCDII TO Is. PROVIDE SAFETY SJIBS WHEN SPEWED DN TE 9NPNP 6 TO BE NG.IOED N THE TWO THE PLANS. PMCE FCII hE STRUCTURE. 6. STETS ARE TO BE PROVIDED WIE7I' H 6 4ti0" TA LDM4'EDEA SHEET .� LBCATIGN OF DIB]V90K OR GREATER. PON DrAL5 SEE BTMCMD si-L 81, FY1R NINER of BMA AN REO■ET) AND 6. THIS REI MAY E IN7ECA8T M CABT-SFPLXCE 11E(OTF75 SEE SHELF 104.07. 5l�E15 41 4 X 0" SYODIH DOWELS AT APNOAYATELY =. OlMRIES '-'2DMN METS OFGMF GBFN.'ATER DEAN 7, 1Y" C -C TO E FLARED N ALL "'!DFM FIw O TTTTPPEE iD( DILE groFTALBpu1pTD1x: WIA^PLIF TO NTEVIX( 4w OKaLpARBEIi SLOTS a1 ,THE AWQU SAIOWH NP'TG1 W7 •BF NWU1ti1'IOEODOWELS G STA�9 4" C'�'OI TE Ah1J5M STEEL DISPLACED N9°L OF T-Ok7, 4 FON ATDNATE OESA2L OFAt1Cim TO BRITAIN TRW Q ANrrFE'S. B. 3• DMVIETDt 'W®' Fld-E TO 8E COOLY® TO M. FOR DETAILS AND DIMENSIONS OF DCVI" SOT �T O(AN 91, 4AT£W�L. wpP H 7WTK 'AD NF]'FOBOE�IMO 51NUCTIMAO6N } ts"N12' PLASTIC NAIgwAWE 0.aTX . MESH OR CAAVNNAD STEt1 pW(E,iMW WILE N L NOT BET11LfD 9EI SFN61AO0 DF20. A Mum 8 $" t,0. TRUC710R SECTION THROUGH ELEVATION SCHEDULE OF REINFORCING STEEL BMS MAR( MD. REOIII® LOGIN H 421 ";N+OMB T -W Hl 44L@ffs41i r -a'• - V 76 H -P -r' APPROXIMATE QUANTITIES FOR MINIMRIM W DEPTH INLET p- DMDMN L R13WOR M tb .7E SEL 7102E nMIL TYPE U. Ft LOT. CT.YW. OLD 4'-R" 103 BEAT ZEE Ir -D' 1.714 730 2FF e' -D• 1733 77j INCREMENTS TO BE ADM FOR EACH ADDITIONAL FOOT OF DEPTH 4H7 AND OR SLOT LENGTH (Ll X L TY"HPE EEEI Em G2H6nT€ Em Cu 1,h. ITT! llti 2011 01 N - 2U O35 I91 0.1e I7 OFF 033 M CAT n REE STANDARD CURB DROP INLET ROAD *0N 233 30" - 4a" PIPE: DEPTH (H) - WTO 20' REVISION DATE 1SEET t OF t 302 VROMA DEPARTMENT OF TRM5PO4TAlON D4.06 nt, rI 1 'W" MORTAR E Wlrll AIGFTM r' • I • r 4_ J NOTES., L. EH"Ha "i REJ Le�Rw�Y t'F 4• WHERE 04 CASE SHMLL TCP Al ABOVE FILE SLOPE, OTOH SLOPE OR SHOULDER 2 THIS RLN MAY HE PRECAST OR CAST N RACE. & � IN PLACE ATE TO BE CLASS A3. FOR PRECAST SEE 4. THIS STANDAD TO E USED WITH STRAIGHT CROSSNGS A40 ALL S4TITFp' 711 44.1. 5. HEAIGTIALL TO E HIMELED N ILL MF L, E'ITEEPT IMI A lbFF1IDT WITH eIVERT OR WeOWALS OCCUR ENE -1 ENDWALL FOR CIRCULAR PIPE ENDWALL FOR ELLIPTICAL PIPE 0" 15• 30• 45' •- I ��I � �� , , I�I I ` tl I � L I� --r -� a-- _ DIAMETER OF PPE CULVERT WHERE PIPES ENTER SDE OF ELLIPTICA. PIPE OLVERT 1SPAH . 1I Y/ THE 142' NVWK' OR 24- 7" OR WI ' OR 36' A 01 -61 W -B" OT -Ir O' -n• T-0" Y -W O'-5* D -r D-10" OITP 01 VH 7.10° I`_V C r-4" T-7" T-0• r-1• z' -a• r•P D P -a• f-3" TI V-0" 214" Y -W F D' -e• Dom^ &-A- a W^ D -r a P' H LTIOSTIEM WWMARE 21 3'-2• D FRN.Y E 141E STRLY'TIJ(E. 2L DMAFET MAT E USED WITH LARGER LCI OTtIC K PPE Y72" MA"Mi PROVIDED HORIZONTAL 4'-V CLEBETWEEN A0,10CENT PIPES Is AOEgMTE, HARDWARE CLOTH REBATE NEEP HOLE �� SEC umcE MOTE &. eM5 v e4 W T' ac.. STEPS R[O'0.� FOIL ETAS .s A STMOND 92-1 u I 6 BARS H186 OFTICI NOTES OF= 2EE. 2P I DEPTH OF INLET (N] TO E SHOWN ON PLANS. 0. A.I. MO FORDWO STEEL 9441 WLY[ A IAL 2. 'iT d KSTaDKN SIOwN ON TIE STANDARD COVIN OF 2". I&Fl DFFROM 71 IN I OF THE 91RFALL IP. � OPENINGS BYSTEEL".TO BE WT CLEAR OF RPE TO ME TOP OF THE STRUC7IAF. PLAN 'M• DIMENSIONS ARE APPROWw7F DVLA 11, A%N PUCE 8 1'EA E A3 FOR £STNATNG E=XPOSES AAO THE ACRAL 3OD0 P91. PE CONDItETE IS d1e3510N4 SIAL E CIMINERO RY THE 40GP P9_ CONTRACTOR FROM FIELD COIOIFOM 91 Lp4pTN OF SART 03 RSL,N EYpTT CA¢.E 3, WHEN SPECIFIED ON THE PLANS TME DIVERT IS AWWN OI PLAtB. 1M RE SHAPED ININIIA COADTMFILEE WrK STAO4D II THE COST OF "DiftHHO ANI PLAGm Aw INELTEMIRIFMIC N I F BD P& FD '9TN6111TO 1'• •� OUTr SITUATIONS ONLY. USE N CUA6 14. F OPrNxIA COSTRUCigx J9NT 19 1:90 rc 6 4. N THE EVENT THE NWDfT DF THE IXRFILL TD E IE`rf0. A41 SPUEES N 9146 V TO E PPE K 40HER TNM 7HE BOTTOM OFFCTITlEEE A MIR". OF 4OG (20°1. PRI Ai4AVPEO WITH OF C21MM Y FAX TO 15. FON PLAN YEW OF INLET SEE SrANDAD 011 IN THE 47RVCTIPE TG'SFE CO3YMGO WN57f5HwG M, 2F. AND PLACID AL NATIONAL" NCDII TO Is. PROVIDE SAFETY SJIBS WHEN SPEWED DN TE 9NPNP 6 TO BE NG.IOED N THE TWO THE PLANS. PMCE FCII hE STRUCTURE. 6. STETS ARE TO BE PROVIDED WIE7I' H 6 4ti0" TA LDM4'EDEA SHEET .� LBCATIGN OF DIB]V90K OR GREATER. PON DrAL5 SEE BTMCMD si-L 81, FY1R NINER of BMA AN REO■ET) AND 6. THIS REI MAY E IN7ECA8T M CABT-SFPLXCE 11E(OTF75 SEE SHELF 104.07. 5l�E15 41 4 X 0" SYODIH DOWELS AT APNOAYATELY =. OlMRIES '-'2DMN METS OFGMF GBFN.'ATER DEAN 7, 1Y" C -C TO E FLARED N ALL "'!DFM FIw O TTTTPPEE iD( DILE groFTALBpu1pTD1x: WIA^PLIF TO NTEVIX( 4w OKaLpARBEIi SLOTS a1 ,THE AWQU SAIOWH NP'TG1 W7 •BF NWU1ti1'IOEODOWELS G STA�9 4" C'�'OI TE Ah1J5M STEEL DISPLACED N9°L OF T-Ok7, 4 FON ATDNATE OESA2L OFAt1Cim TO BRITAIN TRW Q ANrrFE'S. B. 3• DMVIETDt 'W®' Fld-E TO 8E COOLY® TO M. FOR DETAILS AND DIMENSIONS OF DCVI" SOT �T O(AN 91, 4AT£W�L. wpP H 7WTK 'AD NF]'FOBOE�IMO 51NUCTIMAO6N } ts"N12' PLASTIC NAIgwAWE 0.aTX . MESH OR CAAVNNAD STEt1 pW(E,iMW WILE N L NOT BET11LfD 9EI SFN61AO0 DF20. A Mum 8 $" t,0. TRUC710R SECTION THROUGH ELEVATION SCHEDULE OF REINFORCING STEEL BMS MAR( MD. REOIII® LOGIN H 421 ";N+OMB T -W Hl 44L@ffs41i r -a'• - V 76 H -P -r' APPROXIMATE QUANTITIES FOR MINIMRIM W DEPTH INLET p- DMDMN L R13WOR M tb .7E SEL 7102E nMIL TYPE U. Ft LOT. CT.YW. OLD 4'-R" 103 BEAT ZEE Ir -D' 1.714 730 2FF e' -D• 1733 77j INCREMENTS TO BE ADM FOR EACH ADDITIONAL FOOT OF DEPTH 4H7 AND OR SLOT LENGTH (Ll X L TY"HPE EEEI Em G2H6nT€ Em Cu 1,h. ITT! llti 2011 01 N - 2U O35 I91 0.1e I7 OFF 033 M CAT n REE STANDARD CURB DROP INLET ROAD *0N 233 30" - 4a" PIPE: DEPTH (H) - WTO 20' REVISION DATE 1SEET t OF t 302 VROMA DEPARTMENT OF TRM5PO4TAlON D4.06 nt, rI 1 'W" MORTAR E Wlrll AIGFTM r' • I • r 4_ J NOTES., L. EH"Ha "i REJ Le�Rw�Y t'F 4• WHERE 04 CASE SHMLL TCP Al ABOVE FILE SLOPE, OTOH SLOPE OR SHOULDER 2 THIS RLN MAY HE PRECAST OR CAST N RACE. & � IN PLACE ATE TO BE CLASS A3. FOR PRECAST SEE 4. THIS STANDAD TO E USED WITH STRAIGHT CROSSNGS A40 ALL S4TITFp' 711 44.1. 5. HEAIGTIALL TO E HIMELED N ILL MF L, E'ITEEPT IMI A lbFF1IDT WITH eIVERT OR WeOWALS OCCUR ENE -1 EA_Lu C L BEVEL EDGE B REA=RED ON TIE 14/DWKL AT THE INLET ETD OF THE CULVERT (WHERE THE FLOW ENTERS TK CILYM). 1. HEACI AT TFC CUTLET END OF THE CULVERT MAT E EITHER s=AARE EDGE DR SI EDGE. L 911_ *LTR DAF fFE gDWEN.L 9g4'LL & I - OR LESS B PARALLEL 1p T¢ LOITERS OF TNL ROAD. IT T!'V' CHAWI MAY BE PROVIDED ON ALL OBOES AT MAHIIFACTUPMRS OPTIM LTW-MM ENDWALL FOR CIRCULAR PIPE ENDWALL FOR ELLIPTICAL PIPE 0" 15• 30• 45' •- I ��I � �� , , I�I I ` tl I � L I� --r -� a-- _ DIAMETER OF PPE CULVERT WHERE PIPES ENTER SDE OF ELLIPTICA. PIPE OLVERT 1SPAH . 1I Y/ THE 142' NVWK' OR 24- 7" OR WI ' OR 36' A 01 -61 W -B" OT -Ir O' -n• T-0" Y -W O'-5* D -r D-10" OITP 01 VH 7.10° I`_V C r-4" T-7" T-0• r-1• z' -a• r•P D P -a• f-3" TI V-0" 214" Y -W F D' -e• Dom^ &-A- a W^ D -r a P' H 7-s 21 3'-2• 3'-8" 4•-3" 4'-V L 4'-0•' 6'-0• W-0' AID• O'-0`11`00 r -W a D-fk' D -(ITA"' Dn• D-2�/e^ D-yy O'"aii" L SIV D -V.- 101 D-2' A 0.4%. D -a" III S (ZINC YARDS OF CONCRETE r-8• V -10"Y-2" 3'-6" OCPGPPC 0.241 0.481 1 OA87 1313 INGO 2.447 GM. PPE 1 0957 DISH 10.730 1.lM 1,114 3.145 EA_Lu C L BEVEL EDGE B REA=RED ON TIE 14/DWKL AT THE INLET ETD OF THE CULVERT (WHERE THE FLOW ENTERS TK CILYM). 1. HEACI AT TFC CUTLET END OF THE CULVERT MAT E EITHER s=AARE EDGE DR SI EDGE. L 911_ *LTR DAF fFE gDWEN.L 9g4'LL & I - OR LESS B PARALLEL 1p T¢ LOITERS OF TNL ROAD. IT T!'V' CHAWI MAY BE PROVIDED ON ALL OBOES AT MAHIIFACTUPMRS OPTIM LTW-MM FIEFEW= j STANDARD ENDWALL FOR PIPE CULVERTS MIECIFICATAN ZvT�oT RDW AND BRD&E srADAgs qb 12" - 36" CIRCULAR AND 23" x 14"' - 53" x 34" ELLIPTICAL PEES REv7S10N SATE 9557 I aF t 302 VN01U DEPARTMENT OF TRN4,WORTATgN 811!1 LOCATION OF CHAMBER TO FIT VARIOUS FLOW LINE ANGLESM-1 I I I I I T_ 1� 5• tr y 15.BY ENDWALL FOR ELLIPTICAL PIPE 0" 15• 30• 45' •- I ��I � �� , , I�I I ` tl I � L I� --r -� a-- _ JO. I i sr } t I{ ! I 1 NOTES, WHERE PIPES ENTER SDE OF ELLIPTICA. PIPE OLVERT 1SPAH . 1I Y/ THE HSUFFICIENT CHAMBER 60' 75' P� ADNT MARK H) WAINTAIN OP A MND UM =DID LENGTH OF 2' N A 6' PPE SECTION. nW- 3D IV 34%27'3rd4' 42.37' 46-1 "%3Y STWU' A O'-5* D -r D-10" OITP 01 VH 7.10° I`_V B 7-r 7'S 17 II 7-0" 1-8r 1-11. 11 ❑ T -a" r-• n 2'-r Z'-4" 1'-10' 2-r r -W r -W D T -r r -r• r -Ir 2'-0" r-3" r-0" R• -r 2' 01 F P' -A^ 01 D-90 DIV WHP DIV D -W D -w X r -W $-3" 3'-6" 7" 3'-e" 4'-M 4'-14 4'-Y 4'-7" L SIV 3`2. W-6"!-2. 10'-2' 10'-77' IGI III S MY r-8• V -10"Y-2" 3'-6" JY 4 4'-0' a 0'-2�." T� WA%F° 114' 114%' OVA'/" D-5• D-5%• D 1-1" D -2)j"1 --211V DDI" D-3+/7` 0I D-4• W-4%"CUBIC - YARDS OF CONCRETE u OONC.PFE 0IGAGS y 1736 I" IA" 1101 2314! 2891 FIEFEW= j STANDARD ENDWALL FOR PIPE CULVERTS MIECIFICATAN ZvT�oT RDW AND BRD&E srADAgs qb 12" - 36" CIRCULAR AND 23" x 14"' - 53" x 34" ELLIPTICAL PEES REv7S10N SATE 9557 I aF t 302 VN01U DEPARTMENT OF TRN4,WORTATgN 811!1 LOCATION OF CHAMBER TO FIT VARIOUS FLOW LINE ANGLESM-1 I I I I I T_ 1� 5• tr y 15.BY _ I l 0" 15• 30• 45' •- I ��I � �� , , I�I I ` tl I � L I� --r -� a-- _ JO. I i sr } t I{ ! I 1 NOTES, WHERE PIPES ENTER • . I - ` t- / TOTHE FINE WALLS ARE TO RF Exret®E7j F Y/ THE HSUFFICIENT CHAMBER 60' 75' P� ADNT MARK H) WAINTAIN OP A MND UM =DID LENGTH OF 2' N A 6' PPE SECTION. !THE W'RH STADTI1NO 5-511.4 TREED CYGSFOF QUANTITIES FOR CHAMBER RF PPE FIRA6fi0 AD PLAL1irI KL TATER ALS NCEIRA TD 147E 9UPW6 B TO E NCL6Ac0 IN THE IND PRICE FOR THE DOEANGLE OF TURN 6'11iELmEM M TLdL STAWM OR PORI GE WA70 N TIRE ST81C7LOW-nE COBT S FL04SHNO NO ALALL 0+ 1• - 314 Wa• 6r - COLLAR DETAILMN RAASD 4N OUMinES SNOW" AE FOR CHAMBER WITHOUT FW'ES. I Oft CII. IBS REWF IAL .AOS. CBs. RE1FF 141. W. 184.lEXiF 0RL CU. 271 Lffi RDF . U .II FUND O COW. STEEL. P COAG. S7EE1. 0 OGD. SIIfl. O (%1TPC-. SHELL PIPE DIBPL.A�LETT' OF CONCRETE AND STEEL COST E OEGIICTEO TO tlaTAR i"LE DUATTI7E5. SEE BEET 4 OF 4. CHAMBER AND OIA 2 AD FOR EONCIAIN AND REHFORCNG ST MIST E 100@ TO OSTM/ TOTALS. ♦ 41101 4,80 1203 3'•0• 4,46 1327 W -T 4.91 142 SIWI 5.72 1502 b4• W-8° 5.10 A" 6'-r 596 IBM 11 5.10 E17 r -W 8.33 In$ 40" T -0I 830 867 e' -S" 6.86 1794 61- 858 8131 W-0• 75e 2084 66• dr -7- 846 W25 6'• 83S 2866 T•7' 7.= 2220 IP•V' 6.27 2510 314 '9F 52%T. STEEL PO'• 301h.. L54- 72 T •T 7.n 2149 7 -y 7.93 2366 a' -A B38 1490 1D• 8.97 2643 4W 4110" 4.06 RNA s 0^ 4.15 n73 T- 4WD 1274 6-I0r&12 MHO ■ 84 6 W 4A1 1306 '3 T' 4.70 1373 6-3" 5.07 1452 T-01• GAO SIN 60 e-0" 5.n 7457 13- S13 1531 6-1 6.75 1051.aS51 W -r B8D6 88 T 7" 5.79 1515 *.-To'.SAT 1834 7-7 6.40 2050 9TH• 7A5 2389 72 7-Z" ],OO 2020 7 6" 7.fl 2066 B'- 7.73 32@4 1a'-3' - AA3 - 2556 4•-O. 50 LIN. ul} 4D. V To 3UM) 1030 8-0 3.61 1082 8-]° 3.86 N3i 0•Kl• 4.4] 1284 54 V-5- 4172 1 1777 5'-7' 4.10 1 I= Ill--Yj 4.43 1 130 7•-e" &H 1464 80" 434W7 B'-3" 4.67 D51 A' -Tr 3.02 1414 Wim• GAS TAC 1Il1yI TyOII �(6U7I �Llll BB` 6..14' 5.08 1802 T -q" 8.72 1671 T-7" 5.64 0`50r-4• 63D 2068 IIrt11 IIT1y� - Ll 7836 T 1666 A•a• e.66 2066 Ila, -1^ AA6 2365 REYMETI JUNCTION BOX DETAILS FOR ANGULAR �A11 AND PPE STANDARDS 23 CONNECTIONS OF 48" - 72" PIPE CULVERTS 233 302 VIRCDIA DEPARTMENT OF TRANSPORTATION DATE REVISION GATE BEET 2 OF 4 11"OF NTL I1 y7 SECTWN CAST MIN -•1 1/Y ECTC4 STEEL NATES R� E 5'-3 ,+ L IW .'11/7" . V,' 1, CFPTX OF INLET iH) TO E III ON `1011 ,� FA' -4' LONG 5T/1'DAR6d uTlf GREATER THPN id' USE A A B e �9NAC£ 8716 AB 2. TIE •AI" OWN" SHOWN OR THE STA4DA DS FAO SPEWED ON THE PLANS RE WEEDED ,qIR CASs I GKV. ASN STEEL yELO Al I 66 ± TO COLI.AFR 3 LSS I 43.8 LBS L_ 12" �y D1h" GaPAEETaa RICIN NIG I NCLMM (GRATE REa10YEC1 EE PETAL A ll l !THE W'RH STADTI1NO 5-511.4 TREED CYGSFOF AB 2. TIE •AI" OWN" SHOWN OR THE STA4DA DS FAO SPEWED ON THE PLANS RE WEEDED ,qIR WILL BE LEASIAED FF104yETIC AVERT OF HE siTRRUCrURRG PLfI�"N `n°OTYEI{9OL9 L yELO Al ,yvpgOMYAi ONLY FOR MTYA7NG SI1AAND1O.Y" MO THE A TTUK� HERONS TO COLI.AFR OOMA'78R FROM RECO COAXTIONS. L_ 12" �y D1h" GaPAEETaa 3. WHEN MEMO ON PLANS WE (GRATE REa10YEC1 EE PETAL A ll l !THE W'RH STADTI1NO 5-511.4 TREED CYGSFOF OR PPi 6 H47ER THAI THE BAF CY OF THE STNfCTUF4 THE NYERT M SPR�EYEMGMIIPFD FIRA6fi0 AD PLAL1irI KL TATER ALS NCEIRA TD 147E 9UPW6 B TO E NCL6Ac0 IN THE IND PRICE FOR THE N CD EE cLNwgN- GO u Mc C Tb C m 147w]ED C: . I - t d C L 0 GOO m U. TOC_ F- W 0 U E /\4 V F'ti F-4 rQD E V rU, IE -I ^ IRU E..� V) z Rev. No. I Date RANDY L �LRLER LIC. NO. 32809 'l -I,wvj 1oI 4 DATE; FEB. 28, 2017 SCALE: N/A DESIGNED BY RLK ELLE NO. 3015., SHEET 07.03 ' IA.... - 4., ) I -",,• 07TMCTURL PLAN uAS J L_ 12" �y D1h" GaPAEETaa 4, N THE EYRR TFE NYERT OF titE (GRATE REa10YEC1 EE PETAL A ll l F • OR PPi 6 H47ER THAI THE BAF CY OF THE STNfCTUF4 THE NYERT M SPR�EYEMGMIIPFD ' SECTION B -B 6'11iELmEM M TLdL STAWM OR PORI GE WA70 N TIRE ST81C7LOW-nE COBT S FL04SHNO NO ALALL COLLAR DETAILMN RAASD 514 TO SE N1�00MMTIA TO INLET FUND N THE BD PRICE FOR THE STRUCTURL MIElyDAS FDR DAMP NP WASTE DRAINS TO WAERWM9 S. STEPS ARE TO E PRONGED WHEN H 6 4'N° ON GREATER. FOR DETAILS SEE CAST ARG" ONLY - DETAIL B STAIOMID ST-1. DETAIL A 314 A. I® TITEM YAY 4£ PRECAST OR CAST - ""FL/GE WYtOIeAE r -A.. r• 0.=M F3' 4" PERTHOpAWIX_IR�. 036°4 TE '��, SEE DETAIL I 7. 4 11 a" SAI DOWNIS AT APPROXYATELY Ir" CC TO BE PLACED N AL AREAS ADJACENT GV WXGRETE TO. PRSWI:NT TO A611fTSET AA + e' 1FDIH IIIR�I IIry1�T1I1II 1Il1yI TyOII �(6U7I �Llll IIrt11 IIT1y� CYii S A 2"x4 NOTCH WAY FKOYOM • D- wuA+ �Wr aE U�11 jI4II �(Y�(J ljll(j��I1RlI F ME STAANDOETTTFAd-3.4 PCR e ,. wiRE L-12% g's !!� • FnIIIII FfIII1II {{IIII jRIjI -111 psLA9 Ol GAVN82E0 iTm NIWlM .� T� ° $"-tb"-B"OR 24• ��u �u�Ll���LL��� HARDNNARE0.0TN1�APAT,NIICY� iNIL1�Y nEN rv{1 - u u TO THE OUTSDE OF THE STRUCTIBiE y �nul �(II I(u(I ■ S- Mo BE ° A..a� , a tl����� CONLX2-IE 6 TO BE 400 PSI. ��...I�}} 11,,E Pt SECTION A -A iii+ .{NL aF-1 `�. Y O- +R(t' TIHELTE WETNALms OF NKRIgeAx T PPI CONCRETE QUANTITIES FOR MIN. DEPTH 5E 1152! e' �I EE II-il-``TI-' W SlM9sT FOq ZCAS 15 R a. z. IN .{i.a17 WPROXDAAIE WOCNT I,r-�4� �ly CAST RCN =14.1 QTnTE M s to LBS .,UOS M SHOWN HEREON. T. NAP NO wA4TE PRAMS ra AATERyTAr LERFFNO IS RFDURED 0" AL OFs ^,-"- T0. 24' PIPESECTION F-- C -C SECTION D -D VVMY�SLOCATICftRT' AeLf" Eq"°'WD A�°0mN°1GaA°w1°L FFOCITY OF ELL 001 GRATE DETAIL MOLD � � MMM STANDARD DROP INLET BEETI OF I R MVI DATE 12" - 24" PIPE= MAXIMUM DEPTH (H) - 10' 233 104!1 MR94A DEPARTMENT OF TRANSPORTATION TGE N CD EE cLNwgN- GO u Mc C Tb C m 147w]ED C: . I - t d C L 0 GOO m U. TOC_ F- W 0 U E /\4 V F'ti F-4 rQD E V rU, IE -I ^ IRU E..� V) z Rev. No. I Date RANDY L �LRLER LIC. NO. 32809 'l -I,wvj 1oI 4 DATE; FEB. 28, 2017 SCALE: N/A DESIGNED BY RLK ELLE NO. 3015., SHEET 07.03 ' BIORETENTION AREA B - PLAN VIEW HOfIZ SCALE: 11' -19 RFAWO1� BOTANIC NAME COMMON NAME ��r SIZE PROPOSED GRASS PLANTINGS ►.c r'► <�' t Ar AV Andropogon vlrginicus Sedge Grass 72 1 gal. Cs � r � Upright Sedge BIORETENTION AREA C - PLAN VIEW HORZ. SCALE: 1' - 10' f BOTANIC NAME COMMON NAME ��r SIZE PROPOSED GRASS PLANTINGS Ar AV Andropogon vlrginicus Sedge Grass 72 1 gal. Cs Carex Wrta Upright Sedge P 1 gal. PV Peniclum virgatum Switchgrass 30 1 gal. Sg Saccharum giganteum % 17 1 gal. Vn Vernania novebcracensis I�� 36 1. gal. Quercus alba PROPOSED SHRUB PLANTINGS 198 Grass Plantings Iv A Common Winterbarry 27 30" cont Rp Rhododendron periclymenoides Pinxterbloom Azalea 16 30" cont Vd Viburnum dentatum Amowwood Viburnum 26 30" cant. NOTES: 1 At I Pi ANTA ADG AVAII AMI c AT ARMPO -Aea uATnre of AkMC 19-1- 66 Shrub Plantings - 36" Container 224 Shrub Plantings dam, BIORETENTION AREA D - PLAN VIEW HORZ. SCALE; I' -10' BIO -RETENTION FACILITY LANDSCAPE CALCULATIONS PER VA DCR STORMWATER DESIGN SPECS NO. 9 VER2: BIO -RETENTION AREA #B - 6,704 SF / 11000 SF = 6.70 X 10 =67 PLANTS REQUIRED x PLANTS PROVIDED BIO -RETENTION AREA #C - 231 SF 1 1,000 SF =.23 X 10 = 2 PLANTS REQUIRED x PLANTS PROVIDED BIO -RETENTION AREA #D - 1,598 SF 11000 SF = 1.59 X 10 = 16 PLANTS REQUIRED x PLANTS PROVIDED (A 2:1 OR 3:1 RATIO OF SHRUBS TO TREES, 10 TREESISHRUBS PER 1,000 SF) —PERENNIAL GARDEN W/ SHRUBS - FILTER BED DEPTH TOO SHALI-OW TO SUPPORT TREE ROOTS BIO RETENTION PLANT SCHEDULE ABB BOTANIC NAME COMMON NAME QUANTITY SIZE PROPOSED GRASS PLANTINGS Ar AV Andropogon vlrginicus Sedge Grass 72 1 gal. Cs Carex Wrta Upright Sedge 43 1 gal. PV Peniclum virgatum Switchgrass 30 1 gal. Sg Saccharum giganteum Giant Plumegrass 17 1 gal. Vn Vernania novebcracensis New York Ironweed 36 1. gal. Quercus alba PROPOSED SHRUB PLANTINGS 198 Grass Plantings Iv ilex verticillata Common Winterbarry 27 30" cont Rp Rhododendron periclymenoides Pinxterbloom Azalea 16 30" cont Vd Viburnum dentatum Amowwood Viburnum 26 30" cant. NOTES: 1 At I Pi ANTA ADG AVAII AMI c AT ARMPO -Aea uATnre of AkMC 19-1- 66 Shrub Plantings - COLESVILLE NURSERY (VA) & WAYNESBORO NURSERY (VAI ti. 9�4y� 1 Ar w A 1 Pt f Ie SWM POND. PARKING LOT LANDSCAPE CALCULATIONS 1. INTERIOR LANDSCAPING:. 1 TREE PER 10 SPACES, 227 SPACES 1 10 = 23 TREES REQUIRED 23 TREES PROVIDED 2. PERIMETER LANDSCAPING: 147,948,4 SF OF IMPERVIOUS AREA 1 TREE PER 2,000 SF OF IMPERVIOUS PAVEMENT UP TO 100,000 SF = 50 REQUIRED TREES 100,000 SF x (1 TREE 12,DOO SF) = 50 TREES PROVIDED 1 TREE PER 5,000 SF OF IMPERVIOUS PAVEMENT OVER 100,000 SF = 10 REQUIRED TREES 47,948.4 SF x (1 TREE 15,000 SF) =10 TREES PROVIDED TOTAL PERIMETER TREES REQUIRED = 60, TOTAL TREES PROVIDED =60 TOTAL PARKING LOT LANDSCAPE TREES REQUIRED = 83, TOTAL TREES PROVIDED = 83 *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 35.39 ACRES* (SITE AREA LOTS 11, 12,1595) x 15%= 5.30 ACRES REQUIRED 19.4 ACRES PROVIDED 136.39 ACRES (SITE AREA) = 64% OPEN SPACE PROVIDED PARKING LOT PLANT SCHEDULE ABB BOTANIC NAME COMMON NAME QUANTITY SIZE PROPOSED TREE PLANTINGS Ar Acer rubrurn Red Maple 3 2" cal, B&B As Acer saccharum Sugar Maple 15 2" cal, B&B Cc Cercis canadensis Eastern Redbud 7 2" cal, B&B Gb Ginkgo biloba (Male) Ginkgo (Male) 6 2" cal, S&B Ms Magnolia x souiangiana Saucer Magnolia 9 2" cal, B&B Qa Quercus alba White Oak 16 2" cal, B&S Ps Pinus strobus Eastern White Pine 22 2" cal, B&B Pt Prunus tornentosa Manchu Cherry 5 2" cal, B&B PROPOSED SHRUB PLANTINGS 83 Tree Plantings Im Ilex x meaervae'Mesog' China Gid China Girl Holly 224 36" Container 224 Shrub Plantings w w n La s L i As L 1 Qa t 1 As L 1-Qa�L L -----SIQ1iETENTION AREA "C" NOTE: -THE THREE FOOT HIGH EVERGREEN HEDGE, BERM, OR WALL REQUIRED ALONG THE PERIMETER OF PROPOSED PARKING AREAS AS PER FREDERICK CO. Z.O. SECTION 165-201.01(13)(a) HAS NOT PROVIDED DUE TO THE EXISTENCE OF GRADE CHANGES AND/OR MATURE WOODLANDS LOCATED ALONG THE PERIMETER OF THE PROJECT SITE/ PROPERTY THAT REDUCE THE VISUAL IMPACT OF GLARE AND HEADLIGHTS ON ADJOINING PROPERTIES AND RIGHTS-OF-WAY. (SEE PARKING SCREEN DETAIL ON SHEET 08.02) I 21 s Qo �Z W W U _> DE- lJ W Z F, w Q CL zQ4 �::w /D V � LL Z Ms R e SP#37-18 Rev. No. Date La i 1C f / / ! TEiljO{/fJrJj 1 nils v RY L. EPLER TSS / L'ItC. No. 32809 t SSIONAL �� DATE: FEB. 28, 2017 SCALE: 1" = 50' 50 25 0 / / 50 100 / DESIGNED BY: RLK SCALE: 1" = 50' FILE NO. 3015L SKEET C8.01 17--01 GENERAL CONDITIONS - COUNTY CODE COMPLIANT LANDSCAPE PLAN SCOPE OF WORK THE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT TO COMPLETE ALL LANDSCAPE WORK AS SHOWN ON THE PLANS AND SPECIFICATIONS. NOTE: IF CONTRACTOR BIDS ACCORDING TO THE PLANT LIST, HEISHE SHOULD THOROUGHLY CHECK THE PLANT LIST QUANTITIES WITH THE SYMBOLS DRAWN ON THE PLAN, TO BE SURE THERE ARE NO DISCREPANCIES. IF THERE IS A DISCREPANCY BETWEEN THE DRAWING AND THE LIST ON THE PLANS, THE DRAWING TAKES PRECEDENCE. STANDARDS ALL PLANT MATERIAL WILL CONFORM TO THE CURRENT ISSUE OF THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION (ANLA).PLANT MATERIAL MUST BE SELECTED FROM NURSERIES THAT HAVE BEEN 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. SUBSTITUTIONS: PRE-BID IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO MAKE EVERY REASONABLE EFFORT TO FIND THE PLANTS SPECIFIED BYTHE 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 POST431D SUBSTITUTIONS. HOWEVER, IN THE EVENT THAT THE CONTRACT MATERIAL HAS BECOME UNAVAILABLE, AN APPROPRIATE SUBSTITUTION MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE. UTILITIES AND UNDERGROUND FEATURES THE LANDSCAPE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AND/OR THE GENERAL CONTRACTOR IN ADVANCE OF CONSTRUCTION TO LOCATE UTILITIES. TREES AND/OR SHRUBS SHALL NOT BE PLACED WITHIN FCSA EASEMENTS IF THERE IS A CONFLICT WITH UTILITIES AND THE PLANTING, THE LANDSCAPE ARCHITECT I 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 THAT CONDITION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNER. IF THEY DEEM NECESSARY, THE PLANTS SHALL BE RELOCATED, THE CONTRACT SHALL BE ADJUSTED TO ALLOW FOR DRAINAGE CORRECTION AT A NEGOTIATED COST, OR THE PLANT SELECTION MODIFIED BY THE LANDSCAPE ARCHITECT! DESIGNER TO ACCOMMODATE THE POOR DRAINAGE. WARRANTY THE STANDARD WARRANTY IS FOR ONE (1) YEAR PERIOD, EXCLUDING BULBS, SOD AND ANNUALS, COMMENCING ON THE DATE OF INITIAL ACCEPTANCE. ALL PLANTS SHALL BE ALIVE AND IN SATISFACTORY GROWTH AT THE END OF THE GUARANTEE PERIOD. ANY MATERIAL THAT IS 25% DEAD OR MORE SHALL BE CONSIDERED DEAD AND MUST BE REPLACED AT NO CHARGE. A TREE SHALL BE CONSIDERED DEAD WHEN THE 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. INSPECTION A. PLANTS MAY BE SUBJECT TO INSPECTION AND APPROVAL BY THE OWNER OR OW'NER'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. STANDARDS A. PLANTS WILL BE IN ACCORDANCE WITH THE CURRENT ANLA'S STANDARDS AND CONFORM IN GENERAL TO REPRESENTATIVE SPECIES. B. BALLED AND BURLAPPED (B&B) 1. BALLED AND SURLAPPE❑ 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 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) AND 12" ABOVE THE GROUND LEVEL FOR LARGER TREES. FOR MULTIPLE -TRUNK TREES, HEIGHT MEASUREMENT SHALL TAKE PRECEDENCE OVER CALIPER. C. CONTAINER - GROWN STOCK 1. THE SIZE OF CONTAINER -GROWN SHRUBS IS MEASURED BY HEIGHT AND WIDTH OF 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 THROUGHOUT THE CONTAINER. 2. ALL CONTAINER -GROWN TREES AND SHRUBS THAT HAVE CIRCLING (GIRDLING) AND MATTED ROOTS SHALL BE 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. 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. 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 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 AND SHRUBS SHOULD NOT BE LEFT ON SITE UN PLANTED FOR MORE THAN 24 -HOURS WITHOUT ADEQUATE WATER TO INSURE ROOT SURVIVAL. NOTES: 1) ALL PLANTING SHALL CONFORM WITH 155-203.01 - B OF THE FREDERICK COUNTY ZONING ORDINANCE (PLANT SELECTION, PLANTING PROCEDURE, AND MAINTENANCE). 2) ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. 3) ANY REMOVAL OF TREES WITHIN OR CHANGES TO THE PHYSICAL MAKEUP OF THE PROPOSED MATURE WOODLAND SCREENIBUFFER AREAS AS PART OF NORMAL CONSTRUCTION OPERATIONS MAY NECESSITATE THE INSTALLATION OF A 3' TALL EVERGREEN HEDGE, FENCE, OR BERM TO PREVENT THE VISUAL IMPACT OF GLARE AND HEADLIGHTS ON ADJOINING PROPERTIES AND RIGHTS OF WAY AS REQUIRED IN FREDERICK COUNTY Z.O. Section 165-201.01 (13)(a) . �s,rc>:I�rvisT� F- IV SNE �j 3' VIJLCH NO MORA THAN VON ROO BALL & 6' BACK FRO) TREE TRUNI 4' HIGH X6' WIDE sol BERM BEGINNINGA FEEL PHERYC ROOT RAL REMOVE TWINE ROPI WIRE ,'I BURLAP FROI TOPTJ OF ROOT SAL BOTTOM OF ROOT SAL RESTS ON EXISTING 01 RECOMPACTED 5011 m ,,..; v LV I ' F _ om E, 1 ' N_ N____ 0— � SII =�1�►. - /� IWillllll�llll I � � �� AS II IFA PARKING SCREEN DETAIL HORZ. SCALE: T - i0O' PAN 2X ROOT BALL DIAMETER Cl TREE PLANTING DETAIL NOT TO SCALE FINISHED GRADE LOOSEN ROOT BALL OF ANY ROOT BOUND PLANTS ITYP) PRUNE DGMINANTLEAOERS NOTES: PLAN VIEW 1, AT PLANTING PRUNE ONLY CROSSING LIMBS, 32'LONG NON-AHRASIVE RUBBER TIES, Q BROKEN OR. DEAD BRANCHES THAT POSE HAZARD LOOPED AROUND THE TREE, THROUGH EACH TO SITE USERS PER ANSI STANDARD A 300. DO NOT CNI CENTER TREE IN PIT & SET PRUNE INTO OLP WCOD ON EVERGREENS. m 00 E TCP OF ROOT BALE 2' 2.. CONTRACTOR SHALL MAXIMIZE EXCAVATED AREA m 'q 00 0 C N N 0 ABOVE ADJACENT GRADE. FOR TREE PIT IMPACTING 440VdD � TRUNK FLARE SHALL BE ADJACENT SITE FEATURES. rENT C � � VISIBLE AT THE TOPICm OVER ROOT BALL HARDWOOD STAKES SET OUTSIDE ROOT BALL. THERGOT BALL DONOT 3 -BACKFILL SOIL MIXTURE :EXISTINGSOIL },? COVER TOP GF ROOT HALL CLEANED OF DEBRIS IGRAVEL. STICKS, ROCKS, PERMANENT BRANCHES WITH SOIL AND MINED WITH j ORGANIC MATERIAL C qs C (COMPOSTED BARK, LEAF MOLD OR OTHER PLANT 3 a r PRIOR TO MULCHING TAMP DEBRIS PROCESSED TO A POINT OF It SOIL FIRMLY AROUND PEAT MOSS MAY NOT REUSED. I N C LLL � � ROOT BALL WITH FOOT z STAKING AND GUYING MAY BE NECESSARY TO PRESSURE IN 6' LIFTS SO 4. CONTRACTOR SHALL LEGALLY REMOVE F THAT ROOT BALL DOES EXCESS SOIL & DEBRIS -ROM SITE LOCATIONS. STEEP SLCPES, OR WHERE NOT SHIFT VANDALISM MAY BE OF CONCERN. I I V i— LL 5, DO NOT PLACE MULCH IN CONTACT WITH 2. STAKES OR GUYS WILL BE INSTALLED USING CURRENTLY ACCEPTED ARBORICULTURE — L STEM OF TREE.. MULCH MUST BE6' AWAY FROM PRACTICES. TREES SHALL STAND LEVEL — TREETRUNK UPRIGHT AFTER STAKING. 6, TRUNK FLARE MUST BE VISIBLE WHEN PLANTED 3. INSTALLATION WILL INOLUDETHEREMOVAL OF ALL STAKING AND GUYINGMATERAL ONE 7. IF TREE STAKING REQUIRED REFER TO TREE YEAR AFTER INSTALLATION, ANY HOLES REOOMPACTED SOIL STAKING DETAILS th PLANT DEBRIS PROCESSED 70 A POINT OF "ALL PLANTS MUST BE WATERIDE TWIC.CSCE Z ORK;WAt GRADE AT INSTALL0.TIONIGN & AGAJN WITHIN 4&H041RS 4. REFFER. TO DETAILS FOR TREE PLANTING FINISHED GRADE OF INSTALLATION Y--4 rn i r� DECIDUOUS TREE STAKING z� NOT TC SCALE 5. CONTRACTOR SHALL LEGALLY REMOVE uj ROUGHEN I LOOSEN SOIL TOPE OF ROOT BALL " ISI ON SIDES OF PLANTING W HOLE, BACKRLL SOIL. ROOT BALL ITYPI MIXTURE FORENTIRE FILE NO. 3018L z TREE PIT AREA & ROOT DEPTH FIRM SOIL IN W BALL SH LIFTS UNOIMR13EU SUBGRADE DEINSTALLATION. SHEET 08.02 NOL) -ABRASIVE TREE TIES LODGE POLE PINE OR HARDWOOD STAKES PREVAILING WIND DIRECTION 3" MULCH LAYER OVER ENTIRE PLANTING BED PLACE TCPTCF ROOT BALL ABUVE FINISHED GRADE (TYF1 BACKFILL SOIL MIXTURE UNDISTURBED 6UBGRADE OR COMPACTED SACKFUL SOIL MIXTURE GRCIUNDCOVER PLANTS TO BE TRIANGULARLY SPACED. SEE PLANTING PLAN & SCHEDLLE MULCH EDGE OF BED OR PLANTER GROUND COVERS & PERENNIAL PLANTING E l� 1 NOT TO SCA] E NOTES: 1. SEE PLANTING PLAN & SCHEDULE FOR PLANT SPACING 2. AT PLANTING PRUNE ONLY BROKEN DROEAD BRANCHES PER ANSI 300 STANDARD 3. PLANTING PILTRENCH SHALL BE DUG DEEP ENOUGH TO ALLOW AT LEAST 1 STH OF ROOT BALL TO SET ABOVE €%!STING GRADE 4, PLACE PLANT IN ERECT, STABLE & UNIFORM POSITION IN THE CENTER OF THE PLANTING PITRRENOH. ORIENT BEST FACE OF PLANT TOES THE MOST VISTIAl 5 GROUND COVERS AND PERENNIALS SHALL BE INSTALLED WITH tRIANGULARSPACING S. BACKFILL SOIL MIXTURE, j EXISTING SOIL CLEANED OF DEBRIS IGRAVEL, STICKS. ROCKS, TRASH) AND MIXED WI7H j ORGANIC MATERIAL {COMPOSTED BARK, LEAF MOLD OR OTHER PLANT DEBRIS PROCESSED TO A POINT OF DECAY, PEAT MOSS MAY NOT BE USED,) 7, CONTRACTOR SHALL LEGALLY REMOVE EXCESS SOIL & DEBRIS FROM SITE 8. DO NOT PLACE MULCH IN CONTACT WITH STEM OF PLANTS "ALL PLANTS MUST BE WATERED TWICE: ONCE AT INSTALLATION & AGAIN WITHIN 48 -HOURS OFNSTALLATION. cc W PLAN VIEW 32'LONG NON-AHRASIVE RUBBER TIES, Q LOOPED AROUND THE TREE, THROUGH EACH I� OTHER, TWISTED AND SECURED TO THE NOTES: 1. AT PLANTING PRUNE ONLY BROKEN OR DEAD STAKES M A MANNER WHICH PERMITS TREE (TYP) 3' LAYER OF MULCH, az MOVEMENT AND SUPPORTS THE TREE IN BRANCHES PER ANSI 300 STANDARD V ADVERSE CONDITIONS yQ F � (2) 2'X 2'X F LODGE POLE PINE OR OVER ROOT BALL HARDWOOD STAKES SET OUTSIDE ROOT BALL. PERIPHERY OF ENOUGH TO ALLOW AT LEAST IIBTH OF ROOT STAKE LOCATION SHALL NOT INTERFERE WITH W PERMANENT BRANCHES TJ CJ I�ri IOL OTES. #0_1 � t, STAKING AND GUYING MAY EE ONLY z BACKFILL SOIL IMPLEMENTED WHERE SRF CONDITIONS PRIOR TO MULCHING LIGHTLY VAMP SOIL LL REQUIRE THEIR USE CCNOITIDNS WHERE MIXTURE ITYP) z STAKING AND GUYING MAY BE NECESSARY TO ORIENT BEST OF PLANT TO BE THE MOST VISIBLE. ALL ENSURE STARILITY INCLUDE WINDY LL INS' LIFTS TO LOCATIONS. STEEP SLCPES, OR WHERE VANDALISM MAY BE OF CONCERN. I I V i— LL 4, EACKPILL SOIL MIXTUREID EXISTING SOIL 2. STAKES OR GUYS WILL BE INSTALLED USING CURRENTLY ACCEPTED ARBORICULTURE — L I PRACTICES. TREES SHALL STAND LEVEL — DATE: FEB. 28. 2017 UPRIGHT AFTER STAKING. 3. INSTALLATION WILL INOLUDETHEREMOVAL OF ALL STAKING AND GUYINGMATERAL ONE YEAR AFTER INSTALLATION, ANY HOLES REOOMPACTED SOIL sr;sm.Mveve REMAINING AFTER REMCVALOF STARS PLANT DEBRIS PROCESSED 70 A POINT OF SHALL RE FILLED WITH TOPSOIL COMPACTED BACKFILL 4. REFFER. TO DETAILS FOR TREE PLANTING SCALE: NTS FOR B&B: INFORMATION r� DECIDUOUS TREE STAKING NOT TC SCALE 3" MULCH LAYER OVER ENTIRE PLANTING BED PLACE TCPTCF ROOT BALL ABUVE FINISHED GRADE (TYF1 BACKFILL SOIL MIXTURE UNDISTURBED 6UBGRADE OR COMPACTED SACKFUL SOIL MIXTURE GRCIUNDCOVER PLANTS TO BE TRIANGULARLY SPACED. SEE PLANTING PLAN & SCHEDLLE MULCH EDGE OF BED OR PLANTER GROUND COVERS & PERENNIAL PLANTING E l� 1 NOT TO SCA] E NOTES: 1. SEE PLANTING PLAN & SCHEDULE FOR PLANT SPACING 2. AT PLANTING PRUNE ONLY BROKEN DROEAD BRANCHES PER ANSI 300 STANDARD 3. PLANTING PILTRENCH SHALL BE DUG DEEP ENOUGH TO ALLOW AT LEAST 1 STH OF ROOT BALL TO SET ABOVE €%!STING GRADE 4, PLACE PLANT IN ERECT, STABLE & UNIFORM POSITION IN THE CENTER OF THE PLANTING PITRRENOH. ORIENT BEST FACE OF PLANT TOES THE MOST VISTIAl 5 GROUND COVERS AND PERENNIALS SHALL BE INSTALLED WITH tRIANGULARSPACING S. BACKFILL SOIL MIXTURE, j EXISTING SOIL CLEANED OF DEBRIS IGRAVEL, STICKS. ROCKS, TRASH) AND MIXED WI7H j ORGANIC MATERIAL {COMPOSTED BARK, LEAF MOLD OR OTHER PLANT DEBRIS PROCESSED TO A POINT OF DECAY, PEAT MOSS MAY NOT BE USED,) 7, CONTRACTOR SHALL LEGALLY REMOVE EXCESS SOIL & DEBRIS FROM SITE 8. DO NOT PLACE MULCH IN CONTACT WITH STEM OF PLANTS "ALL PLANTS MUST BE WATERED TWICE: ONCE AT INSTALLATION & AGAIN WITHIN 48 -HOURS OFNSTALLATION. cc W FLAGS TOPj OF ROOT Q L) I� EC '✓ NOTES: 1. AT PLANTING PRUNE ONLY BROKEN OR DEAD (TYP) 3' LAYER OF MULCH, az 4" HIGH XE"WICESOIL BRANCHES PER ANSI 300 STANDARD V 0 O yQ F � 2, PLANTING PITTTRENCH SHALL LC DUG DEEP OVER ROOT BALL PERIPHERY OF ENOUGH TO ALLOW AT LEAST IIBTH OF ROOT Li c. NO.32809 W p TJ CJ I�ri IOL � � x z BACKFILL SOIL PRIOR TO MULCHING LIGHTLY VAMP SOIL LL S 10 MIXTURE ITYP) z AROUND THE ROOT SP# 37-15 Rev. No. I Date FLAGS TOPj OF ROOT BALL ABOVE FINISHED GRADE NOTES: 1. AT PLANTING PRUNE ONLY BROKEN OR DEAD (TYP) 3' LAYER OF MULCH, 4" HIGH XE"WICESOIL BRANCHES PER ANSI 300 STANDARD 1 j O RANdY L KEGLER a NO MORE THAN 1' <g BERM BEGINNING AT 2, PLANTING PITTTRENCH SHALL LC DUG DEEP OVER ROOT BALL PERIPHERY OF ENOUGH TO ALLOW AT LEAST IIBTH OF ROOT Li c. NO.32809 FINISHED GRADE ROOT BALL. BALL TO SET ABOVE EMSTING GRACE CJ I�ri IOL 3 PLACE PLANT IN STABLE& S BACKFILL SOIL PRIOR TO MULCHING LIGHTLY VAMP SOIL UNIFORM POSITION IN THE CENTER OF THE PLANTING PIT!TRENCH. FACE S 10 MIXTURE ITYP) AROUND THE ROOT ORIENT BEST OF PLANT TO BE THE MOST VISIBLE. ALL LL INS' LIFTS TO BRACE SHRUB, DO 4, EACKPILL SOIL MIXTUREID EXISTING SOIL NOT OVER COMPACT. CLEANED OF DEBRIS )GRAVEL, STICKS, ROCKS, DATE: FEB. 28. 2017 ROOT BALL RESTS TRASH) AND MIXED AITH$ORGANIC MAYERIAL ON EXISTING OR UNDISTURBED (COMPOSTED BARK, LEAF MOLD OR OTHER REOOMPACTED SOIL sr;sm.Mveve SUEGRADE OR PLANT DEBRIS PROCESSED 70 A POINT OF COMPACTED BACKFILL DECAY, PEAT MOSS MAY NOT BE U65D.I SCALE: NTS FOR B&B: SOIL MIXTURE REMOVE TWINE, ROPE, 5. CONTRACTOR SHALL LEGALLY REMOVE WIRE, & BURLAPFROM EXCESS SOIL & DEBRIS FROM SITE TOPE OF ROOT BALL 23 X'S AIDTH C,`F DESIGNED BY: RLI{ FOR CONTAINER: ROOT BALL ITYPI 6. CO NOT PLACE MULCH IN CONTACT WITH FILE NO. 3018L STEM OF SHRLBS LOOSEN THE ROOT BALL OF ANY ROOT SOUND PLANTS -ALL PLANTS MUST BE WATERED TWICE'. ONCE AT INSTALLATION & AGAIN WITHIN 48 HOURS DEINSTALLATION. 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N CL 0Q Lu Lu rn n: STAMP 1� G KEN NOTARO -: 245 v NALE�O��f DRAWN BY: G I CHECKED BY: KN SCALE: AS NOTED PROJECT NO. 016.16060 0 0 m o ns ❑ o 0 c 0 .n 13 0 V) D 2 m V) ami 14 i z _d z =) Lu a> LLJ J Q C -)Lu zU ao mwz OW n 11 W > w z W J Ln ILI. SHEET NUMBER E-103 DWG GALLEON WALL LUMINAIRE DWC GALLEON WALL LUMINAIRE DESGRIPTIDN McGraw -Edison POWER AND LUMENS ORDERING INFORMATION The Galleon" wall LED luminaire's appearance is complementary with LIpM Engine Number at the Galleon area and site luminalm bringing a modern architectural Vqt{ABB Dia6lEtnlen 2 style to lighting applicat6ons, Flexible mulunting options accommodate - - DrineCalmar 6Ul wall surfaces in both an upward and downward configuration. The 19A 1:2A eccmA Go Son family of LED products deliver exceptional Wormance with l,0A 12A N -I al POYmr (Wstis] patented, high-efficiancy Ac tLED Optics'", providing uniform and 44 59 6'7 energy conscious lighting for parking lots, building and security lighting a5 113 129 applications. 0.30 - 051 SPECIFICATION FEATURES 066 077 1,012 Construction lumen maintenance experlad at Mounting 0.17 a" Driver enclosure thermally GOADO hours. Available in standard Gasketed and zinc plated rigid steel 0.34 0.44 Isolated from opties for optimal 1A drive current and optional mounting sttachment fate directly Input Curren a 240V (A) MIS thermal performance. Heavy 120DmA, BOOl and GCOMA drive to 4" I -box or wall with the Galleon 029 020 wellaluminum housing die-cast currants. Wall "Hook -N -Lock" mechanism 855 Input Current 4 Ell (A) Withintegral external host si.ka for quick Installation. Secured with D. 625 to provide superior structural Electrical two captive corrosion resistant 0,42 all rigidity and an IP55 rated housing. LED drivers are mounted for ease black oxide coated alien head set 0.15 0,17 Overall construction asses a 1 5G f e p o m=int nanK-e. 120-277V 5016CHz, screws which are concealed but _ 0-32 vibration test to ensure mechanical 347V or 480V 60Hz operation,. accessible tram bottom of fixture. 0.08 6,11 ince ri y. UPUGHTING: S eci 460V is compatible f r u g ry p fy D use with 8.75 0.15 0-19 with the UPL Option for invened 480V Wye systems only. Drivers Finial OPF. SIN' RealerV RWWdiTyowt mount 'plight housing with ere provided standard with O -FOV HOusYng finished in super durable 0.98 1.12 additionaf protections to maintain dimming. An optional Eaton TGIC polyester powder coat - IPrating. proprietary surge protection paint, 2.5mil nominal thickness GWC GALLEON 6,230 module is available and daslgned for Superior protection against 9,849 12,198 OP1Ica to withstand tOkV of transient fade and wear. Standard colors WALL LUMINAIRE 3,638 Choice of thirteen patented, high- line surge. The Galleon Well include black, hronze, grey, 6,057 7,109 efficiency Accu LED Optics. The LED luminaire is suitable for white, dark platinum and graphite 11,83E OAMAtmlll=NEMA Ph vtecv rel -Multi -Tap IM -285V opties are precisely designed to operation in -30"C to 4G -C ambient metallic. RAC and custom color 1-2 Light Squares Bt-t10.G2 .hope the distribution maximizing environments. For applications matches available. Consult the Solid State LED B2 -UD -GI? Efficiency and application spacing. with amblem lempsratures McGraw -Edison Archhectural 40DWSODOK Lumens 0.169 Accul-ED Optics create consistent exceeding 40°C, specify the HA Colors brochure for the complete 6,975 5,157 distributions with the scalability (High Ambientl option. Emergency selection. WALL MOUNT LUMINAIFE T3 to meet customized application agrees options for -20°C ambient 3,906 4.548 5,829 requirements. Offered standard in environments and occupancy Warranty 8A87 10,999 4000K ('N- 276K) OCT and minimum sensor available. Five-year warranty. BUG Rating B1iJ0{ai 70 CRI. Optional 3DOOK, 50OCK BI AID 02 Bl'(, W ei-Ul 2 and 6000K CCT. Greater then 90% 62-U0.G2 81 11,231 DIMENSIONS 4,214 5161 6,395 fi-1R' 8,233 1 10,097 12,487 iS1 JoC'1400mm1� �t2-tB"19a6mm1J T*T 3D1OW 1 -,.mals 3,730 HOOK -N -LOCK MOUNTING 1 5,081 8,211 7,200 arose '1,a62 CERTIFICATION DATA B4 -U0-35 BUGFEam 9 81 -VO -G., UUcUL Lrated B1-LJuG2 Bt -1.10-02 ei,W02 L1479l LM6a Gamp Ilam B2 -UO -33 $21A -G3 47,715 IPeB Housing 4,159 • 8,313 110 9001 S"an, a 12,338 OonlBnugh,e cpngprrum,.Ouellflhd" ENERGY D TA 74W Npmber 9f Llgh,. spume, LIpM Engine Number at 1 Vqt{ABB Dia6lEtnlen 2 } - - DrineCalmar 6Ul FORM 19A 1:2A eccmA SOOmA l,0A 12A N -I al POYmr (Wstis] 34 44 59 6'7 66 a5 113 129 all Currant D 120V R 0.30 029 051 059 066 077 1,012 1.16 Mara Guiana, 0 2011 w) 0.17 a" on aa3 0.34 0.44 0.66 8.63 Input Curren a 240V (A) MIS 0,10 026 029 020 038 0.48 855 Input Current 4 Ell (A) 0.14 0.17 D. 625 0.28 0.313 0,42 all Input Curort 0347V01'A) 0.11 0.15 0,17 2`20 0.19 CL24 0-32 029 Input Conant a 4MV(nW 0.08 6,11 0,14 8.75 0.15 0-19 0,24 0,30 OPF. SIN' RealerV RWWdiTyowt NO. 016.16060 0,91- 0.98 1.12 1,20 Optics 9NG-Type VSq N Sq 40MP 5000KLmem 41110 5,040 6,230 6,643 6,031 9,849 12,198 13.373 T2 30OCK Lumens 3,638 4,461 5.522 6,057 7,109 8,718 10,791 11,83E OAMAtmlll=NEMA Ph vtecv rel -Multi -Tap IM -285V BUG Rating Bt-UAGI B7 -510 -Cl Bt-t10.G2 e1-1XFG2 e1-UD02 E12 -U0 -G2 B2 -UD -GI? 82-UU-02 o or na r e. 40DWSODOK Lumens 0.169 5,138 6,359 6,975 5,157 10,038 12.425 13.630 T3 300T5 Lumem 3,906 4.548 5,829 6,174 71247 8A87 10,999 12,065 25,m5 BUG Rating B1iJ0{ai m1K1-Gl BI AID 02 Bl'(, W ei-Ul 2 32 -UD -02 62-U0.G2 81 11,231 40WW5000K Lame- 4,214 5161 6,395 7,015 8,233 1 10,097 12,487 13,709 T*T 3D1OW 1 -,.mals 3,730 4-574 1 5,081 8,211 7,200 arose '1,a62 12,135 B4 -U0-35 BUGFEam 9 81 -VO -G., 511 12 B1-LJuG2 Bt -1.10-02 ei,W02 31 B2 -UO -33 $21A -G3 47,715 4WOOSOGOK Lum.m 4,159 51100 8,313 6,925 S"an, %lea, 12,338 Irl 74W atone Lunar, 3,682 4.516 S,sw 6.130 7.794 a,B22 10,920 11,919 83 -UO -G4 BUG Rini 61-Ull Sl-41DG2 57-1.4-02 1&1-1)0.32 82-1.IY02 92�U0132 B2 -U0 -t33 B2 -UO -G3 12,453 4CWKJMK Lumina 4,102 it 6,227 issm 8,010 9,832. 1417C 13,350 SI 3000Kruna11, 3,631- 4,454 51612 6.047 7,DM7 8,703 1pm 11,817 sa,324 BUG RM4rg 81-Ul B1-UOl 61 -1A -M Fl-UOI of -U0 -G2 B2 -UD G2 82 -UG -W B2-UDA3 63-1,10-G5 40ODKWMK Lamers 4.1al 5.137 635E 6,074 alae 70,038 14424 13,628 SLS 3000K Lmam, 3,707 4.547 5,526 6,173 7,246 9.165 18,998 12.064 21.383 BUG R.&C 81 -UG -61 at -UO -02 BII1U 2 01- G2 B1 -00-W Bi-Ull 6211=1G3 B2-Lul 62 -UO -G2 4DDDK'5 0K Lumple 3,960 4,.880 0.040 5.026 7.776 9,537 11,5x4 12,949 SIA MUCK Lareek, 3.523 4,320 51347 S SS5 %am 6,442 la,44B t I'm 58,506 BUG R ing s1-uc`02 137 -UD -02 BI1UO-G2 Bli w 811-10-32 61-lkl B1-uo-G3 92A)D-G3 dl,934 400GK75000K L-- 4,321 5,29H a 55 7,183 0.443 10,353 12,014 14,1ai7 6NO 301 Lum.ns 3.426 4,690 5.805 9,387 7,474 9,1a9 11,343 12,443 23,522 RUG RnSng Baum -G1 B2 -UO -G1 02-UO-Gl 83160-G1 B3 -UO -G1 W -L I Q' 83-UO02 B3 Uo-(12 10,681 40WK/5 KLumerle 4,400 Sties 6,678 7.328 ew 10674 13,059 14,315 5MO 300OX Lumen. 3,806 4.777 5.911 6AB6 7,511 9,334 11,552 12,672 04 -UO -GS BUG Ra4rrS B3uo-Ed B3U0-G1 83 -LA -al 51 B3-LHYG2 B4 -UO -G2 R&UO-62 134<10 G2 47,708 4000K;AOOKI.-c. 4,412 5,410 6,805 7,345 8821 70572 13,085 14.354 5WO 3000K Lnxna 3,906 4,709 9.926 6,502 7,631 4,358 11,593 12,706 133-.0,04 BUG Rating S3-UOG1 BS -UC -01 B3L0{32 B3-80.02 Sa-L402 54 -UD -G2 174-U0"G2B4-tf0-e2 5,922 11,572 490pWSMOK L-. 3,081 4,545 5,56e 6,128 7,193 8,821 18917 11,976 SLLfSLR 30110K Lmelm 3,256 3,9a7 4,946 5,425 6.367 7,988 9,064 10,eal 49,557 BUG Rating Rt -U9.31 81 -U0 -G2 ui-Uu� SI_UGA 01-4602 BI -L91-03 01-1,10{a3 B2 -UO -GS B3 -UO -G6 4"W5000K Lummus 4.211 6,250 6;495 7,129 111 10.269 12,398 '3,930 BIM 3000K .an. 3,790 4,647 5,752 0,211 7.409 9.011 11240 12,331 21.825 BUC Hours R2-UDG1 R2-UgrG BSujar0l B3-. a., W -UO -GI 53-U0-02 B3 -W -G2 Bemple Number. GWC-AF-02-LED-EI-T3-GM Product Femdy• LIpM Engine Number at Lamp Type Vqt{ABB Dia6lEtnlen Galar M.NM111nr Qptfan. } 0 Light Squmena Lerg4h' Obert ISO rtj 7� q alleen AF Apriwb 10" LEO olid elsle E7= 0-2771 T2=Type 11 APAGrey (BLANKfiSurfri-Mount au .tarn Out kg.I iBhlEmHtin9 .347V1 T3"Typn [ll B2=Creme 10" 44 ISO Col. 4110=48OV- T4FT.TW, IV Forward Throw B%.Rlaak 12D.0 ki l 0,82 Hate, 1.37 EA=Extended Arm' lorailHa IV Wide OP -Dark Platinum 1,07 2.75 17CIll 117amml l=m m l 124.5101.1 GM=Graphlle =-111 -3!a' 7" 161. 6" 113 SLa=Type III so -.I- Metallic 1857mm) 1178mm1 (4o9mm1 129.4 kgs.) 1.08 Su�Type lv w7fipill Folxrol wim le 1.66 1.84 2.09 I put Current, N 347V IAl 0,17 dt l;C=nu$r9m CDldr• 064 0.82 1.14 122 SLR - ,tat Night rat Inp,LC,,Pmt0411W IA) 0.74 0,24 037 0.48 SIN' RealerV RWWdiTyowt NO. 016.16060 0,91- 0.98 1.12 1,20 Optics 9NG-Type VSq N Sq SL3-Type It yr75pill Cud re M drum ..TypeS .... V: 4000K1dWOK Lumens 6-110 1 11,951 awO TypeV Sq p W da 23,563 Options Mail as Svrflc Ao,tmamvia; lO d Escalatory) 7031 to CRI 13000K OA1U"D13=Ph tacomaol Shinning Cep U00=60 CA"JOKK' OAMAtmlll=NEMA Ph vtecv rel -Multi -Tap IM -285V 7080.70 CSI I50a6Ke DA7fiAl2m=NEMAPhotncanbal 347V 7060.73 CRINUI r OAAAT927=NEMA Photacoll,W -480V 600-Oriye Current Factory Bet to ort - 90o-DriveL Gecmry 5e7med0mA MA7059X%=Th b nch 5a B M f Calor 7200=Dr'y C tit FactorySml. 1201 o or na r e. F-SIn91er sadi120, 277u'347V, Must Specify Voaagel 1;'I SS.Fi.ld ln.uOZ Hours. S[d.Shnrdltsupancy F Uovbls Fused Real ar4lel Mua15pscily Voltage} BUG gating R1K=1tlkV S.,go M dol. E2 -UO -G2 INNIca-lav Darmirrig Lead, a'0 B3 -U0 -G3 OAU.DALIOI 03 -UB -G4 HA 50°5 High Ahhbi.hl 1° ll G5 UPL-UpllghtH q" 84�0-65 BUS=Batt rvPack with Back ton=•"' WOOK15o00K Lumen. Carol Walther Battery Pack with Bank Hoz a,4ru. 12,888 P=Button Type Pho:oaomtrol {120, 20B, 240:ar 277V. Merl 5p11ify Vb11B9a1 25,m5 R=NEMA Twiatlock Phm000mnal Receptacle 37,090 PER7=NEMA 7 -PIN Twisticna Pnot000ntrol Receptacle a 69,699 AHD145, fter Hours Dim, 5 H...m 61,380 AHD241KAH., Hawa Pim, a Haus "4 3090K Lm... AFID255-Aller Hours 01m, 7 Hour, " 11,231 AHO355=Al- Hours Oim, 8 Hours" mro.3 MB.LXX.M.I.. Sensor 1'or gnfOq Oparetion ^14 e 32.852 MSfOtM-LXR=M01iort Sensoria' Dimming pperation'r'e+5 43,934 LWR-LW=LumaWatt wireless Sanaa,, Wide Lens for 8'- le' Mounting Helght 54,334 LWR-LN.Lumewetl WLre1..e S ... ch, Narrow can, for ter -29'h1 a ing Height`k-- BUG Rating u r.,Optica earned so° Left B2 -UO -G2 BBaoplics Related 90° Ruhr 03 -UD -G3 MT-Faclory nauelled Meth Top B3-UOi14 LCF -Light Square Trim Place Palnt.d to March 11 ... !,a- B3 -UO -GS HSS=Factory Installetl Mouse Side Sh1Nld a B4 -U0-35 CE=CE Marking and Smell Ter min=t Marl 4000KMOOK Lumens pores: 1 car. lam Comm�wmru pwuedRelar m www.dpsfgnll.hm.pm 0ualaed Proaurn List under Family Mad -1 -kr, a.tnile. 2 Sundertl4ga OK CCT end minimum '0001. a.T IIUn1v{u-irate"o,cwIl all... llmlacto 55.5. 110-27]l only. d -Pam da ml -oda. en°fw r, Hvimeet rLonly rw„aawunaWwyv ikn PerNEC, nmfar�uen-wilhunpmundatl srmuarw.Impedeneepmundea ayarnmsarwmarBmurketlsvamms kmmmenlyknowna¢Throe PnmeTnmm N1rp Dau; iF,rve PM1as" H.h Lap Dan tlThvh C G dud bait. 1. nM1 9 YY P i ehiP. PI 9 I E' detl Leaatlmee apply. T £ died pply U tl dl dlE6 fit h rf , urn N Nb HA 9-C h uxtl fit m p. ar W Ilradb ht a edea rt Hot alfa Inn C UI I q B as N 1 blal gk light 4qumq only, Llml tet lA alk below H. Nw I . d 1 12 ]210. UPL BBBend[WBppn A hN for inpHi ph 9 re nM iW N I.. 8L 8. La, HA, a9B,CWa R 14. DaeI ml ph saw mnNCa3tl waadle pa pe. elm 505 405 atentln,tlPCtm WU"0_E Irmt l4 nen-R nh4 arnecpepd-wrrh andaraa PRY pFowcmnemN, a,HNae J -PIN 4N51 manhpa. D.Requlm Neum. vrP phmlaw rete PERI ort phgmpamro1rc P I wenpna[ormanplauteneery. Seo4lter Npun:0.m aupplama.... 11d.1 atlh' de .11m an. 17,TnuFSIP:100aenfipumtipn [p I' qu,mtlla etlNPlpenmelalslnoldMB. IgM1eMlpw m�des.aem'drrityamwley, cutpnmdrxrn Cawutt yeurllgFd,m mpremnativewEabn la'me'r mfmrmanw. H, Pealege LxxwlU monndnp haON in lam Iprprmper lana eeleralan [a.P, Le.a' mminrtnp helgh[L le, tap, i4e, amt L40W an avNab[e mptkne. 1a.W-ictal, wirsh hn[p..... an.Wmawalt i I f y. elNd 4 19 h pe. - pP P - umn wmAlCrcliry lw LumeWeneppl,crimnrnlarmeusn. an. Bronze sen i - m e+n tea wTRe Mppb If M 1w q d 12 nor rveilebN fiH65 p Mi. aa.h81 u L rid a TM gh arcl pl Hpe'tea bl k M MH5l. pu mss w4d, M.MCfiis,rota rliSk WtM the l"eU,OAU,LWR,MS,MG OIM,Fgq°PE6J apron' pveila la+n 1aa211mnly ie. one regpvrm lar earn llgnx nquera. ,1 X Elanttrmla LEO Ddsar ' N -Homan dad fw M CRI, BUG reang tar 4000KADOOK. Beretta lI him lw 3000K BUG miles, -09P. rFactor QOm Total Harmonio n{srarYwn BATTERY BACKUP AND THRU"BRANCH BACK BOX 12D277VM&6r1H;347VsSl -30•C Mlnimam Toparrbme &I'M" 40"CA les. Tmh;1ahure Rating 115ommf ave^ SHIPPING DATA [b3mml Ap lb, 2. to Nm Weku Ibe, lc 1-1'!16" 27 U22 kg,.) 15 Wier 143mmi don case i dT•zl Hg wa l4 spam nzl N to I . r } j E l� r5 tlt es GN. GA actual Seed CLT�� Awry TD51.01 T€N P. 1104Ba4B9D dr m T051401TEN F.,T-�1 `n N" ®O.nco, apd/alaaq Pahi wmKW-n' '-ddlgntighw-g 09-15498 m.wMGa,Mq anymy nm. SU m,_,_ l Tn614017EN 2016-0144:43 ttgyHanB mmlpwiU4U[u.tkla. 2m6-09.1514:48.49 Mc G r a w -Edison GLEON GALLEON LED GLEON GALLEON LEC DESCRIPTION NOMINAL POWER LUMENS S1A1 ORDERING INFORMATION The Gallecl LED luminaire delivers excentional r arfiono-m in Olsties'*,system provides uniform and energy conscious illumineiion-to walkways, parking lots, roadways, building areas and security lighting applications. IF66 rated and ULIcUL Listed for wet I'7cations. SPECIFICATION FEATURES Conatroctiort Electrical arm mounting requirement table. Extruded aluminum drivar LED drivers are mounted to Round pole adapter included. For enclosure thermally isolated from removable tray assembly for ease W211 mounting, specify well mount Gghi Squares for opfi'mal thermal of maintenance. 120-277V SMQHz, bracket option. GUICK MOUNT performance. Heavy -wall, die- 347V 6OHz or 4BOV 6GHz operation. ARM; Adapter is Called directly to cast aluminum end caps enclose 4180V is compatible for use with the pole. Quick mount arm slide housing and die-cast aluminum 480V Wye systems onlY. Standard into plane on the adapter and is heat sinks- A unique, patent with 0-10V dimming. Shipped secured via two screws, facCing ilita pan ding interlocking housing and standard with Eaton proprietary quick and easy installation. The heat sink provides scalability, with circuit module designed to versatile, patent pending. quick superior structural rigidity, 3G withstand 10kV oftransient line mount arm accommodates vibration tested and rated, t7ptional surge. The Galleon LED luminaire multiple dri 11 patterns ranging tool -less hardware available is suitable for operation in "4000 from 1-112" to 4,17M". Removal for ease cf entry imo electrical ll ambient environments, of the door on the quick muunt chamber. Housing is IP6G rated- For applications with ambient arm enables wiring of the fixture `-` LEON temperatures exceeding 4CeC, without having to access the driver Optlea specify the HAMighAmbtem} compartment. AKnoek-out enables GALLEON LED Patented, high-eff{dency option. Light Squares are IP66 round polo mounting. injection -molded Accu LED rated. Greater than 90% lumen Optics technology. Optics are m9lotenance expected at 60,000 lainlsh 1-10 Light Squares precisely designed to shape hours. Available in standard 1A Housing finished in super durable Solid State LED the distribution maximizing drive current and optional 6DOhl TGIC polyester powder coat paint, efficiency and application spacing. BDOtnA and 1200mA drive currents 25 mil nominal thickness for aaL� AccuLED Optics create consistent Inonrl superior protection against fade AREAISITE LUMINAIRE distributions with the acalablll M and wear. Haat sink is powder to meal customized application Mounting costed black. Standard housing requirements. Offered standard STANDARD ARM MOUNT- colors include black, bronze, gray, in 4DOOK (t/ -275K) CCT 70 CRI, Extruded aluminum arm includes white, dark platinum and graphite Optional 3000K E000K and 6000K internal bolt guides allowing for metallic. RALand custom color CCT. easy positioning of fixture during matches available. mounting. When mounting two or more luminaires at 90' and Warranty 120• apart, the EA extended arm Five-year warranty. may he required. Referlo the DIMENSIONS 77� CERTIFICATION DATA UUCUL Wei LocriLlan Listed 150 9dm L6 Vi I old- Lomnoted pe=nt "A" 21-3r4° I6 -d5 metl B 3G Ybradon Hated DIMENSION DATA DRILLING PATTERN 'PUS "ad Nutrrher of •q^ -0" "B' Wall EPA ou"eq-f 1 W6lh Somadod Grill Arm With Amr wHhAmrLlgh,S° } 0 Arm LanaUt Lerg4h' Obert ISO rtj 7� 15.112" 1' 10" 33 lwv.277V 6ofe0Fl}34TV 445 139amm) 1176mml 1254mmi Out kg.I 1.02 5� Y1-5'8" 7" 10" 44 ISO 4.6 1549mm1 117amml 1254mm1 12D.0 ki l 0,82 Hate, 1.37 EA=Extended Arm' 1.93 54 1,07 2.75 17CIll 117amml l=m m l 124.5101.1 else =-111 -3!a' 7" 161. 6" 113 1,12 p t currant M 277V IAI 1857mm) 1178mm1 (4o9mm1 129.4 kgs.) 1.08 Hernial of Ught Squares 1 OeergnLlghta ConeonlumSM Gael Bied• 9 1 4 TYPE 'N' 3f4" rine, ENERGY DATA } 0 Diam.tar Hale F4agir. FanikhED itar x0.9 Power FBclar Nomlrlel P.w Mara] 59 �[44. <20% Ttal Hamwnic Detordon 225 279 TM 122vrni lwv.277V 6ofe0Fl}34TV 445 501 558 & 48DV fiaHiml DO 1.02 1.63 400C all. Temperetum 2.55 dN• 3.56 409C Mex. Temprarm- 4.6 5,07 1218/1a0^Itbmml Di mater CPC Max. Temptner-WA Oren,h) 0.56 0,82 Hate, 1.37 EA=Extended Arm' Hernial of Ught Squares 1 2 9 1 4 E color } 0 9 10 Nomlrlel P.w Mara] 59 113 188 225 279 AF_AO-I 391 445 501 558 Input Carrera 0120V:Ai DO 1.02 1.63 2-03 2.55 dN• 3.56 4.08 4.6 5,07 Input Current B 208V (AI 0.28 0.56 0,82 1.11 1.37 EA=Extended Arm' 1.93 219 2,48 2.75 Input Current 9240V IAI 0.26 0.48 071 else 1.19 gOS 1,07 1.99 2.12 2.39I p t currant M 277V IAI D,23 0.42 0.61 083 1.08 1.45 1.66 1.84 2.09 I put Current, N 347V IAl 0,17 0,32 0,50 064 0.82 1.14 122 1.60 rat Inp,LC,,Pmt0411W IA) 0.74 0,24 037 0.48 0.61 NO. 016.16060 0,91- 0.98 1.12 1,20 Optics SL3-Type It yr75pill Cud 4000K1dWOK Lumens 6-110 1 11,951 17.433 23,563 29,196 34:837 41,317 48,814 52,221 57,817 T2 30G9'K Lumen. 5,414 10,579 15.7E6 20,658 25,943 300926 36,574 41,440 45,226 51,180 BUG gating 61 -UO -02 E2 -UO -G2 83-Utl B3 -U0 -G3 53-1.l 03 -UB -G4 114 -LO -G5 ll G5 B4 -UO -GS 84�0-65 WOOK15o00K Lumen. 6,493 12,888 18,932 25,m5 30,994 37,090 43,663 69,699 55,439 61,380 T2R 3090K Lm... 5,746 11,231 16,759 mro.3 27.436 32.852 all 43,934 49,075 54,334 1aA1196XX.3a9D° Talton Adaple, far 2.Xa" gO, Tenon BUG Rating BI -UO -131 B2 -UO -G2 B2 -U9-132 03 -UD -G3 B3 -UO -G4 B3-UOi14 03-110-G4 B3 -UO -GS 84170 -GS B4 -U0-35 2Ill Tenon Adaptet.r tar 3-112" O.D. Tenon 4000KMOOK Lumens 6,234 12,181 10,175 24,017 211756 35,009 42:111 47,715 53,225 58,930 T2 3000KLumens 5,518 10,783 Tome 21,280 261340 31,521 37,217 47,237 41',115 521166 LW uLW-LumeWatt W,ralo49 Samar. Wide Len. far W - 16 Mounting Height n BUG Rating Bl -U6 -G2 B2 -UO -G2 B3 -UO -G3 83 -UO -G4 531 33 -UO -GS 54 -1J0 -GS R4 -UD -G6 34 -UO -GS 84 -UO -GS LCI Square Trim Plata Palmed to Math Housing^ 4000K15000K Lumen. 6,373 12,453 18,5.00 24,550 30,418 38,400 43,048 48,776 54,405 50,239 Tin 3000K Lumen. 5,640 11,023 16,447 21,732 26,926 all 3B,1a6 13,177 48,163 sa,324 DUG fining BI -UC -G2 82 -UO -G2 02 -UO -G3 63 -U0 -G4 B3 -U044 5S-ub-G6 03 -UO -05 63-1,10-G5 23 -LO -G5 84 -up -G6 400tWeDOOK Lumens 13,270 12,262 18.282 24,156 29,929 35,815 42,356 47,992 63,534 58.271 Tart 3000KLumena 5,6511 Ia0845 18.183 21.383 26',493 31,703 371484 42,483 47,388 52.487 RUG Rannu 21-Ua-G2 62 -UO -G2 112-1.13-G3 63 -UO -G4 02 -UD -GS W -UO -GS B3 -UO -G6 B3,U(l BHUO-Ge SHUO-GS 40011K/5.0001<Lumess CARS ,1 121194 1-6.446 23,844 29,543 35.352 41.899 47,372 52,843 58,506 T4W 3000KLumens 5,473 10,706 15,973 21,107 28,151 31,294 37,009 dl,934 48,777 Sl Yuc OUG Raring 61 -U0 -G2 B2 -UO -G2 R3 -170.G383 -UO -G4 53 -UO -GB 83 -UO -G5 34 -UO -G6 B4 -UO -Ga B4-Uo-GS e4 -UD -G5 _0 Z 408aKMIRML char 6105 , 1 3 1.8 1 77,603 23,522 29,144 34.671 41,246 46,734 62,130 57.717 SLI 3000K L. Ira, 6,404 10,681 15,759 20,822 25,796 30,573 35,519 41.,359 46,145 51,091 BUG Rating B1 -UO -G2 B2 -UD -G3 63 -UO -G3 113 -UO -04 R3 -UO -G4 83 -UD -G5 84 -UD -GS B41.10-65 94-00.05 04 -UO -GS 40001<1000K Lumona 6,233 12,186 18,114 24,013 1 29.753 35,804 42,106 47,708 53,218 58,921 SLS MOOKLmena 6,617 10,752 18,088 21,256 26,337 31,517 37,272 42,231 41,109 52,157 BUG Retire@ Bi-Lll 32 -UO -G3 52 -UD -G3 133-.0,04 B3 U0•G4 B3 -U 01 63 -UO -G6 113 -ll D/ -UO -GS 84-.0-G6 40DOK15000K Lumen. 5,922 11,572 17,269 22,835 28269 33.829 40,006 45,330 50,566 55,834 SL4 3004Klpmenb 6,242 10,244 16,286 20,197 25,024 29,045 36,413 40;,26 44,761 49,557 BUG Bating B4 -170-G2 01 -U0 -G3 02-00-G3 82�UD-34 624"15 H3 -Ll 83 -LO -G6 B3 -UO -G6 B3 -L10 -G5 63.Uo-G5 4000KYS(InI Lumen s 6 426 , i 2 563 18 746 24 768 3b 688 3 723 6.,881 43,429 de I08 54 60,775 8NQ 3000K Lumens 5,591 11;121 1C,S94 21.825 27,165 32.697 38,443 43,569 48,690 53,798 BUG Rating 82-Ua-GI 63Ua-G2 BA-U01G294=U0-02 B5 -U0 -G2 91 86.110-G3 9S -UO -G3 05 -UO -GA 55 -U0 -G4 40170WBOODK Lumen9 6.547 12,794 19,090 26,224 31,253 31400 44.228 50A14 55,902 61,Be3 6140 300OK Lumens 5,795 11,325 la,858 22328 27,665 33,106 31161 64351 49,484 54,708 BUG Rating 93-U0-61 B4 -U9 -G2 B4 -UC -G2 u8-U0G3 S5 -1_10-G2 65 -U9 -G4 BbU0-G4 M-Ull 55 -UG -G5 65 -UO -GS 40DOKIEDOOK Lumana 6,564 t2,828 19.141 25,291 31,333 37,409 44.347 50,246 58,051 02,056 5WO 3000K Lumana5810 1355 7 , 16 44 ,9 22,388 27.739 J 33,194 79,258 44,480 49,616 54,934 BUGFatin g 0 -U0lG2 3 - - B4 UO G2 - B5 tlD-G3 86UD-G3 es -UD -G4 BS -U0 -G4 B5 -LO -GS BS -UO -GS DS-Utl-G5 B6-U0.G5 WDOK76000K Lumana 5.470 Tel 15,970 21,102 26,145 31,280 37,001 41,524 46,76.5 51,777 SLL/SLR 300DKLumen. 4,849 9,474 14,137 18,679 23,144 27,594 32,753 37;111 41,396 45,a33 BUG Rating R7 -U0 -G2 B1 -UO -G3 Bill B2 -UO -G4 03 -UO -G4 B3 -U0-135 B2-UD--g R3-U0-G5 B3 -U0 -G6 B3 -UD -GS 4000K16000K Lumens 6,371 12,4.9 18,x]5 24,544 splint 36,392 43.937 48.764 54,385 601225 RW 3000K Line1. 54640 11.020 18,443 21,725 26,220 32,214 38,096 43,166 48,161 53,311 BLIG Reting B3-U0-Gt e3 -U0 -G2 84 -U9 -G2 04 -UO -G2 Be -U6 -GS B5 -UO -G3 RE -UO -G3 66.00-09 R5"UP04 85 -UD -G4 40001(45400K Lumens 6,394 12,404 18,544 2.0634 90.671 36,524 43,194 48,942 54,693 6a,41A AFL 30DOK Linens 5,660 11,060 16,.4 21,806 2TOF7 32,331 38,235 43,323 403.326 63,696 BUG Rating 61 -UO -G7 I 32�1.O-G2 02 -UO -G2 S3 -Un -G2 83 -U0 -G3 S3110.G3 83.1 83 -UO -W Ba1111-04. B4-UO.64 Porks"Fornia '° U9ht D181ne Numbw al Lamp Type Itching. (rstdhutien color Mounting N Ln Ught Squama° (� 4Q 3 d Eff MalA76,4iasWA'MwsM f Tf3500020EN wY/w,dealgnlightS.Org rrv*° 15:31 ;55 -11hilleran AF_AO-I 'm_11id Stale E7= 427'N TI 2=Type APdGray R..kl=Arnl for Round or nervi. 02=2 gM EmB9ng dN• Tl II Roadway a2=Dante sq. I Rale � m y Giotto, 4BW4Bard 7 SK -Ml 6 EA=Extended Arm' 04=4 r� W N M T3 -T a III naadwa DP=neHr Pintlnum MA.A4en Arm Adaptor' 06 T4W=Type rl rcw ._rasr" yarturn thrill wa ll Mount OM=Ouid[ Mount Arm STAM P W=7� `TQ �� ISrondard Lwn9m)"" Va 011 ' KEN NOTARO SMQ=TYpe V Squ,m Medium f3h1EA-Ouok Mount N • SWO=7ypeV Square W do BY; Arm IExtandetl 10=90• NO. 016.16060 SWTypa It pit Contrar Length]" SL3-Type It yr75pill Cud sca`Type Nwrdpill C.Mm1 SLI Spill Ughl Eliminator I SLReKF Spill Light Eliminator Right SIW=Rectangular W Id. Type I rNCHECKED 6TL=gUtUm yo Fortino Options Add w Soil Aaceasodes lCldl Separately) 7030. 70 CRI 30001 DAYF Af018.NEMA Phryloc neral Multl-Tap -105-taw S"g-80 CRI 3WDK ° C A1RAIa27-NEMA Phokcch-I - 480V Mai lD CRI SO WK^ OA/RA7201=NEMA Pmt ocnaol-347V 70W-7DCH19o00Ke OAI 0130hom-ftel Shoning Ccp 600=pr1Ya Parlent FaII Sette Nominal aOOmArt OA7RA1014-12OV Phm-real OWDrlye Current rnntary Sat to Nominal KOI MA1262.10kY Serge Module Replecament 1280-OriVe Currant Factory sat to Nominal 12ODmA�e^ MA10316-XXaSingle Tenon Anil for 2.30' ODr Tonin F-Singl. Fuse (120,07 ea 347V Most SpepifyYolteg.l MAIO37-XX-2El Tenon Adapter for 2-3W D.D. Tanen PF -Double Fuse 8209, 24C ar 480V. Must IS"diryyoltoge) 2L=Tyro Ck.II,101 MA7197-x%.ihil Tenon All Flar for 24 W O.D. Tenon MA11a8-XX4490" Tanen Adapterfor2-318"G.D, Tenon DINI.Entamel [cIW nlmmin9 LkIdl. MA11B9-XX=2@906Tenon Adzpter tvr 23J0^ 0:0.7, non P-aunpn TYpe Phatoeoniml (1263, 2AB, 2d0 or7T7V. Mau Specify Yolgm9al 1aA1196XX.3a9D° Talton Adaple, far 2.Xa" gO, Tenon P61i7=NEMA 7 -PIN Twholock Phor-trol Rewpracla MA1191AX-2a12D° Tanen Adapterfc 2319"O.D.Tenon R= NEMATwdnfack Ph eco' -r of Receptacle MA.103&XX=SIngle Tenor Adaoter for 3172" D.D. Tenon AND14snAfter Hours Dlm, 5 Hours i° fM103!HXX r2w180- Tenon Adapter br 3-712" O.D-T.m, AH6245--After Hour. Dl ­6 Hwrs 1° n0A77S2-XX=3Eit 2D°7.non Adoptee for 31 G.D-Timor AFID255-ARgr Hours Dim 7Houra^ MAi143-XX Tenon Adopter for 3112" O.O. Tenon AHR966=Agar Hours Dim 8 H.-'.1140.1194-x�2�90• 2Ill Tenon Adaptet.r tar 3-112" O.D. Tenon HA=5O°C High Amblent'a .,.116-xX-3®90 T Adapter for 3.1/2 O.D. T ­ anal ash493-Mpd., Sen.o ht D' ming opeohnn,M.axIImwm8 Mouminp lieighl °'°I FSM1011-W,'rel.. itfig .frac Toll far 0 ... n.cy Sa rorr fDM-t2�MS wt 0009In Senear for a, mine O etren 9-20'MaunOn Height 0 Pas 9 GLEON-MTI=Feld Installed Meal) Top for 51 right Squares O pererial 21'-40'MM..ing Haight&a a MS,DIM-LL0<f-W,ti J In31alkid Mash Top for 7-6 Light squerea nSons rfor!mming ULEON-MT2-n®Id M75rDIM-04080-Motion Sarrsor for Oimminp Dp atlan, 21' -AO Mounlinp M9iBh11WYdA Pangel a"s' GLEON-Mil-Field lnatellad Mesh Top for 7-B Ughl Squama kfa/x-taB=Bf-Lieal Motion Seluor, Maximo a Mounting Height MS/x-120cBi Level Motion Same,, 9' .20` Mounting Height Race LEOWMT4-%Id Installed Mash Tap for 9-70 Light Squares GLEON-0M=nulc9 MW m Am Kit MSIX-1.40=3i-Lw.l Mo -non Starer, 21 - 4V Mounting Haight'^wa GLEON,QMEA=Gulck Maunt €kerketl Arm Kit Manan 9eak 21 43' Mounting Height Mid, Rangel°qj1O MS!%HAOW=131-Loyal { ISIHSS=Field Installed Hous. Sid, Shieldw°° 1101S-LO9.Mo1 San., far ON/OFP Opo lien, M.A.- flM... Hrig Height MS12q-MM a. Syn., far ON70FF0 ion.g -2D M.-1 hei,rit MS,L40=Mo 5 for ONl Opont'an. 21 -40 Mavntn0 Height t0.= M54AOW=Marl 5 For ONIOFF Opere0an, 21 4T Mo fill H_Ight IWdR Rangel e'^ LW uLW-LumeWatt W,ralo49 Samar. Wide Len. far W - 16 Mounting Height n DVR4 rHLumawatt Whole,, Sensor, Narrow Was for 16'- 40' Mcunhn9 Height n 1.90=0pmms Rotated g0° Leh R90-aptica Rota„d 90• Right MT.Facmry hadelled Meeh Top TH=Tool-less Door Hardware LCI Square Trim Plata Palmed to Math Housing^ HSC -Factory Instafi d House side Shield• Call Marking e 9o1F& i 1.-, it rrmwsthl.1,-at ... rinpend,ni arm pad all fia[un eonpati5 -ty rot tk ep tmek [.m.r Rafnrwkris pap a wPs OUP tEN 11, ordlaanel.0 1tnfermeaml. x paeOnLpna canmr0um� nuallNnd, enter in 1wrw,des r.lnrlI alerted! Prmaec,s Uat unser tam by MM.N fur death, a. vks rd ianevc. .upend qu e 10 Oc. Nat Lmeunl arm laMFA1. 3. NalepmpaUhk with sgnaartl keN moon.term mantles u _ ; NFAIw imx rnpu,n s.m 6pMEg1. fop dawn manal.rmsr when ommroNea with ranee' aptlana. Nnavallen4 nyltn senm,m t2eamA Nml ewYHLle lnapm5lnaWn wren 4u HAP[pR amale.nt antl a,aww opl,enx e[ IA. l.Onl uforuaeewlm 400VIW an ms. Per NFC 'nM r tie . R,Un Lw DelU eMTnrn. Pha etpmer 6rpundptl oxt..y.[m.j 'n' aasRmma,Imped pmv sae swtwmsar mrnm Bmundaaw.mrnelepmmenryenwyr e4Thren Phew Thrne yfrrnaelu,TMee Phase AMe hem .Intl when 1w 1m ra lu ln,iraaere mdentetl mne9 sr1" r - p m m II•d lump pane RN [c arm mpuntly na4uraman[tylia s eqv. mmmnya 0.N k a1lUhrameema 11 M F vmO M1pht spuarea l F d tl4ead,aneaa Uae careened lES Flea loreppax 6 a pvh' W Rend BpPUKwhen pmrmrmin9layowa lh hl pet anetl an tae Gellmm� lumina re p-aaU pap niM vreMlu. 10. Exk dad lv tlt'nu pply�satlemketetl lEa 6lmtgr 3000K.6BUOK and 8ga0K wase pwfa,min.IeyoNa-Th UI p bashed Inn I... lvminalra pratla Pa we .tie. I 1q wenn„ ed IESNee imr MOmp, 600m4.ntlt"epm4wlwn peaprmin0 bymutx Theta plea are puri Wednn Ne.Mlean luminaleq prvaupt papemn thewe5alu M '! N aveklabl IN NA y I U.5L'a nm auei[ehk wjln MS. Malx er MS2DM 4t 64TY vr430Y 2L'n qP-pl mmuUh AFB4 npmm¢ • latae' Nauafrm dsm,e ly wee for AI+OB se AF-ps, 6atapde4 arm mpBmn ray M rnAuirvdwMn meun.rrq twpw a Per pole et Be' ar 12Br Rehr w um maunllnF reppeemnnt ze.k. 11 -.Nal i leulawpN LI pa.Mo er.,.1al wa. 18. Regyim eM use mf P phmtac.nval prthe FER} wit pprnamanud recePtede wltn phaurnnaml emwem+y, one W ur Kmurs elm aupPlamentel Wuilfe Iwaedllanal Iniarmatlun- H.5a°C [omen malnunaws eau eppnea w ap4mq. OOOmA antl 1A tlrha comms. F91R-IapamnaPnr.[mn Taal I. r4galme m.tligel ammmwm marmm,e hien ens Imw nmaee. �mislNlr.l+Inn antler, aakfr.nd mm.. cpnwlrynvr e9nuas mPr�.mmllnn el aekn Yw mp+e.Inrermmlon. a1. Anpraelmeuly L"' ealm[Inn memeter sea' maPMmp nal Phf. a. hlrgaimrtNY,eo4h` set Ian mamma'er l9'mpPmin4hntaµ ppo,amarY ' M[wt gRu. 74. App+pwrn,ne[y 190' peualeprt tlrermreretdtl' mmuaUnp hs,anl. 8 Rep xwleM1 number mi LIUM1eegynea ppere[Ing in 1pw output mode. pa. LumewN7anw4 N nor PemerY mitaued anlyrnaulfinp nel,uo"k ram,pooenm RF6M-tRF-GW-1 aM RfrADUi-I In app p' +nm,ne apawvrw.aalpn mnrllpn'ln9 tar LameYJenapp{rcmian nformnian. a air, to, aka ,9Lh Melail "Boli. use 9LR, SLp, 9Ld eqd, NS19. HlrutmM..1 rnE.. 1 pl palmed Clack vTen the H8sa141an is -I ZR CEI m .rail tr brit LWR. M,m MSIN. M5f01M P Rmr PERT apnolw AP4xa11e in taoam encu. 5d --i- a ebnn L Pr[ Square Notes r. aorwnel Inn Ing[h k M wed-1--sair [vet'?.h.me et am- an . strata pal, i EPA nb,leud Neminel eau Int Ta CHI. of D) wilhopeox-mkr6u. N Ln (� 4Q 3 d Eff MalA76,4iasWA'MwsM f Tf3500020EN wY/w,dealgnlightS.Org rrv*° 15:31 ;55 d ErtoN rr'ry 8ptmasVM,blude e Rn 1121 H9'rrmy A Saurh dl kn Gn 0A 3009 a x m wwm mlm.rnnF4pnlrcy ?,arae wifh.a TD5oG020EN 297&09.2815:31:55 E.T�N l9Fmdng aaxcalSKwBhY,efa {y 121ma,yway x Soul P 0364005 o� d d Ircws M1p la TD500020EN ,none, �IMllnare rg will -mgr, 2016 W-2816:31:66 LJ of D) N Ln (� 4Q 3 0 OC t! 0 E _Ln o' m ro 0 z UI!1 O U E f0kl VlC > e- � C n � m y C C S a"in� r� W N M W M n STAM P `TQ �� Va KEN NOTARO 248 NAL BY; D PROJECT NO. 016.16060 rNCHECKED 03 f!1 M U-) alit 7 N I L _0 Z � J Q /805'0 t • , <A [ Q < \/ ll -y LU og 0� v< it-�W/•7 au'J CW ru' Lu J = W LUU Z 0 o UJ 4 eee� /''t LL LL. 1--1 LU a< Z EET NUMBfR - 5 0 1 rE TURE REQUIREMENTS: DA- DRILLED MR 1 P IRE D2- DRILLED FOR 2 FLXTHFE5 AT RO-Mr OR D3- D aLM TOR 3 RDI TITRES AT 9@° OR D9- DRAITA FOR 4 FtlRURE5 MOUNT OPTIONS TENON MOUNT OPTIONS: 72-02.38 X 4A0 LG T3- 03,D] X 5.00 LG T4-04, 0D X 6.00 LG .25 THK TENON MOUNT J MOUNT OPTIONS ER -3.00 FULt ut I A1L0,75 X 20.00 ANCHOR BOLT t AL GROUND LUG 1" PVC CONDUIT FOR CAMERA WIRE PROVIDE CUSTOM POWDER COATED BRACKETS TO ACCOMMODATE THE CURVED POLE BASE TO SECURE THE BOX. CONTACT N.J. SULLIVAN FOR CUSTOM BRACKETS (®) MEDIA -CONVERTER ENCLOSURE AT EACH POLE WITH A SECURITY CAMERA DUPLEX RECEPTACLE MOUNTED IN THE ENCLOSURE RIGID METAL CONDUIT ° AGAINST THE POLE BASE ° TRANSITION TO RIGID 8 7 B- _ 5 4 3 2 i SHAFT 512E V 'Y r POLE CAT. N0. A B 0 D SECURITY RECEPTACLE POWER LIGHTING CIRCUITS CPS -t-4011-10 4,C" SQ. D el=s-l-Lon-tz a.G" sD. U B.IX7 CPS -1-4011-14 q.,0^ Sp, 9.00 BC CPS -1-4055-15 4.0" SQ. BC 071.00 - THRu CPS 4 PLACES -I -A011-96 4.0" $Q. \ CPS -1-1011-f8 4,p• 50. cas-t-apst�zG a.0• SO. CPS -1-4007-20 4.0" SD. CPS -i-4011-25 4.0" SQ. CPS -1-4007-25 4-D" Sq, -- cPs-4-3G1 f -6 CPS -1-3011-70 3.0" 010. C CPS -4-3811-f2 3.G^ DIA. C - -- --"-+` - -- - B A C 0 CPS -4-3011-14 3.0" pIA. CPS -4-4011-14 a.o^ pIA. CPS-4-4x11-1fi 4.0" OLt. CPS -a-5011-18 -, GPs-4-4oii-za 4.G° DIA CPS -4-5011-29 5.0" DIA. CPS -4--5011-30 S.G" DIA, \ r / y¢I1r;EOLT PROJECTION RANGE ABOVE FOUNDATION 3.00 NIM. -3.50 MAX WHEN LEVELJNG NUTS AND I GROUT ARE USED, 8.00 S0. B Der AHOMOR 0I AT Baso DOLT mDcee B TEMPLATES FOR SQUARE SII STEEL AND 8.00 ROUND STRAIGHT STEEL S(iU.4RE I� 1 ROLT PROJECTION WARNING THE FACTORY WILL NOT HONOR ANY CLAIM FOR INCORRECT ED ANCHORAGE PLACEMENT CAUSFROM FAILURE TO USE FULL y SIZE, FACTORY SUPPLIED TEMPLATES. IT IS POSSIBLE FOR ' DOWNLOADED RILES TO BE DISTORTED WHEN PRINTING FROM �+ E-502 WESS7E. IT 1S THE CONTRACTORS RESPONSIBILIii' TO VERIFY r 4 ACCURATE MEASUREMENTS. G2317711 STRUCTURESJAW. D GROESBECK 2 A +'•'¢"' :, WARREN. MI 46080 A TI (NEW) 0III SC CONCRETE Tt N A 8 7 s 5 4 3 1 TURE REQUIREMENTS: DA- DRILLED MR 1 P IRE D2- DRILLED FOR 2 FLXTHFE5 AT RO-Mr OR D3- D aLM TOR 3 RDI TITRES AT 9@° OR D9- DRAITA FOR 4 FtlRURE5 MOUNT OPTIONS TENON MOUNT OPTIONS: 72-02.38 X 4A0 LG T3- 03,D] X 5.00 LG T4-04, 0D X 6.00 LG .25 THK TENON MOUNT J MOUNT OPTIONS ER -3.00 FULt ut I A1L0,75 X 20.00 ANCHOR BOLT t AL GROUND LUG 1" PVC CONDUIT FOR CAMERA WIRE PROVIDE CUSTOM POWDER COATED BRACKETS TO ACCOMMODATE THE CURVED POLE BASE TO SECURE THE BOX. CONTACT N.J. SULLIVAN FOR CUSTOM BRACKETS (®) MEDIA -CONVERTER ENCLOSURE AT EACH POLE WITH A SECURITY CAMERA DUPLEX RECEPTACLE MOUNTED IN THE ENCLOSURE RIGID METAL CONDUIT ° AGAINST THE POLE BASE ° TRANSITION TO RIGID 'WITH 1.3 GLhT FACTOR I EA Q°1a � N � £ QCuomo E'� U GI] C O � E 9� y .",U w fV ETI /L < IL n > fo � N X OD QJ M C 9 LLI 2 t�i1 y� M d: STAMP KEN .NOTARfl 248 KIN M Lu A�oNALE'��`��f v RAWN BY: CHECKED BY: CALF: AS NOTED PROJECT NO. 016.160611 16 Is; c 0 .a U N N z Q M m i aT Ci` Z z J W cl� U (7 U) � J � W J Z W Lu� U Z_ � W Z � SHEET NUMBER e o 2.00 X 4.00 HAND HOLE COVER IMP A PJC" 9D" 8.00 X 8.00 X .75 THK. BASE PLATE HANDo. P 3 AIS LIGHT POLE HAND HOLE BASE COVER ANCHOR BOLTS BASE PLATE CAST METAL, 2 -GANG, NEMA 3R DEVICE BOX WITH THREADED HUBS, "WHILE -IN -USE" X36" WEATHERPROOF COVER TRANSITION TO RIGID METAL CONDUIT, BELOW GRADE PVC CONDUIT TO OTHER PVC CONDUIT TO OTHER 120V RECEPTACLE LIGHT POLES FOR 120V NEEDED SECURITY RECEPTACLE 4 ITI CIRCUITS AS NEEDED a is , PVC CONDUIT FOR PVC CONDUIT TO LIGHTING CIRCUITS OTHER LIGHT PVC CONDUIT FOR 120 METAL CONDUIT, BELOW GRADE ; CAISSON EMPTY PVC CONDUIT W1TH A PULL STRING DEPTH FOR SECURITY 36„ MINIMUM VERTICAL REBAR d #4 REBAR u n a 1 F �CAISSON '-DIAMETER �` 3" MIN. COVER 18 MINIMUM ON ALL SIDES 1 - PO V 'Y r POLES FOR SECURITY RECEPTACLE POWER LIGHTING CIRCUITS 'WITH 1.3 GLhT FACTOR I EA Q°1a � N � £ QCuomo E'� U GI] C O � E 9� y .",U w fV ETI /L < IL n > fo � N X OD QJ M C 9 LLI 2 t�i1 y� M d: STAMP KEN .NOTARfl 248 KIN M Lu A�oNALE'��`��f v RAWN BY: CHECKED BY: CALF: AS NOTED PROJECT NO. 016.160611 16 Is; c 0 .a U N N z Q M m i aT Ci` Z z J W cl� U (7 U) � J � W J Z W Lu� U Z_ � W Z � SHEET NUMBER e o 2.00 X 4.00 HAND HOLE COVER IMP A PJC" 9D" 8.00 X 8.00 X .75 THK. BASE PLATE HANDo. P 3 AIS LIGHT POLE HAND HOLE BASE COVER ANCHOR BOLTS BASE PLATE CAST METAL, 2 -GANG, NEMA 3R DEVICE BOX WITH THREADED HUBS, "WHILE -IN -USE" X36" WEATHERPROOF COVER TRANSITION TO RIGID METAL CONDUIT, BELOW GRADE PVC CONDUIT TO OTHER PVC CONDUIT TO OTHER 120V RECEPTACLE LIGHT POLES FOR 120V NEEDED SECURITY RECEPTACLE 4 ITI CIRCUITS AS NEEDED a is , PVC CONDUIT FOR PVC CONDUIT TO LIGHTING CIRCUITS OTHER LIGHT PVC CONDUIT FOR 120 METAL CONDUIT, BELOW GRADE ; CAISSON EMPTY PVC CONDUIT W1TH A PULL STRING DEPTH FOR SECURITY 36„ MINIMUM VERTICAL REBAR d #4 REBAR u n a 1 F �CAISSON '-DIAMETER �` 3" MIN. COVER 18 MINIMUM ON ALL SIDES 1 - PO V 'Y r POLES FOR SECURITY RECEPTACLE POWER LIGHTING CIRCUITS LE BASE DETAIL SCALE: NONE NOTE: NOT ALL CONDUITS AND BOXES ARE USED IN ALL POLE LOCATIONS. REFER TO THE PLANS FOR THE QUANTITY OF CONDUITS REQUIRED AT EACH DOLE LOCATION AND WHERE BOXES ARE REQUIRED. I L'- "IXTURE N CRETE PARKING LOT POLE - GRADE MOUNTED POLE HEIGHT DETAIL . COORDINATE WITH THE CAMERA INSTALLER T4 ENSURE THE SECURITY CAMERA DOES NOT IMPEDE THE LIGHT OUTPUT DISTRIBUTION. I 3 � ft£MDVgOLE CAP /-OREDEIL PER FIX SCALE: NONE NOTE$; 1. WHERE SECURITY CAMERAS ARE INSTALLED, E-502