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HomeMy WebLinkAbout45-18 Site PlanPlan Revisions Revision Revision Date Comment No 1 01/14/2019 COUNTY COMMENTS CALL "MISS UTILITY" VIRGINIA UTILITY PROTECTION SERVICE (VUPS) AT 811 OR 1-80D-552-7001,48 HOURS PRIOR TO THE START OF WORK. EXCAVATORS MUST NOTIFY ALL PUBLIC UTILITY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATING OR BLASTING AND HAVE THOSE FACILITIES LOCATED BY THE UTILITY COMPANIES PRIOR TO COMMENCING EXCAVATION, THE EXCAVATOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL COUNTY REQUIREMENTS, VIRGINIA CODE AND REGULATIONS. UTILITY NOTICE REQUIRED Contractors shall notify all public utility operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the operators of underground utility lines appear below. These numbers shall also be used to serve in an emergency condition. Water/Sewer: Frederick Water P.O. Box 1877 Winchester, VA. 22604 (540)868-1061 Power: Rappahannock Electric Coop 137 Kelly Court From Royal, VA 22630 1-800-552-3904 Phone: Verizon P.O. Box 17398 Baltimore, MD 21297 (301)954-6282 Gas: Washington Gas Co. P.O. Box 2400 Winchester, VA 22604 (540) 869-1111 SITE DEVELOPMENT PLAN SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VA SP#45-18 OWNER DEVELOPER NAVY FEDERAL CREDIT UNION 820 FOLLIN LN. VIENNA, VA 22180 703-206-3405 VICINITY MAP SCALE: I"= 1000' NAVY FEDERAL CREDIT UNION 820 FOLLIN LN, VIENNA, VA 22180 703-206-3405 Sheet Number Sheet Index Sheet Title Revsion Revison Date No 1 Cover Sheet 1 01/14/2019 2 General Notes and Legend 1 01/14/2019 3 Boundary and Existing Topo 4 Overall Plan 5 E&S Phase 1 6 E&S Phase I 7 E&S Phase I 1 01/14/2019 8 E&S Phase I 9 E&S Phase II 10 E&S Phase II it E&S Phase II 12 E&S Phase II 13 E&S Narrative 14 E&S Details 15 Site Plan 16 Site Plan 17 Site Plan 18 Site Plan 19 Trail 1 Profiles 20 Trails 1 & 2 Profiles 21 Trail 3 Profiles 22 Trail 3 Profiles 23 Trails 4, 6 & 7 Profiles 24 Trails 8 & 15 Profiles 25 Storm Sewer Profiles & Computations 26 Storm Sewer Profiles & Computations 27 Trail 1 Sections 28 Trail 1 Sections 29 Trail 3 Sections 30 Trails 3 & 4 Sections 31 Trails 6, 8 & 15 Sections 32 VDOT & Site Details 33 VDOT & Site Details 34 United States Access Board Trail Standards 35 VRRM Calculations 36 SWM Plan U90 - ZONING ADMINISTRATOR SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL H W W 2 U Of W O U J L�L v/ a. G a U U U. Z I— U I— > J } Q z EE 7 W O i -- U — Y C7 U_ 2� W ULJ W UW z [if LL Q 2 Cn Lic. No. 32809 DATE: 12I0412o18 SCALE: 1" = 1000' DESIGNED BY: KASITTC DATE I FILE NO. 3015L SHEET OF 36 18-14 GENERAL NOTES VDOT GENERAL NOTES 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 or appropriate for construction until ALL necessary agencies have given approval V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of EXISTING INTERMEDIATE CONTOUR o AND this plan set is signed and sealed by a licensed professional. Any work, planning, scheduling, material purchases Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control EXISTING INDEX CONTOUR - - ar N c and/or construction prior to approvals and licensed/professional sealing will be performed at the risk of the personnel Regulations, and any other applicable state, federal or local regulations, In case of a discrepancy or conflict between the 1. This plan for construction sidewalk and trails only. PROPOSED CONTOUR 400 "' r q A N m authorizing work. GE shall held harmless from and costs, time delay and/or material changes incurred on work started Standards or S pecifirations and Regulations, the most stringent shall govern. a 2. Hardsce a amenities (gazebo, benches, tables, signs, Ionic tables, etc are to be designed and specified b p (g g P ) g p Y EXISTING EDGE OF PAVEMENT J d a before this plan set receives approvals and seals. 2. Methods and materials used in the construction of the improvements herein shall conform to current County Construction V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration others. Typical sizes for these are shown for reference in this plan set. --------- PROPOSED EDGE OF PAVEMENT Standards and Specifications and/or current VDOT Standards and Specifications. (OSHA), and Virginia Occupational Safety 8 Health (NOSH) Rules and Regulations. 3. The Engineer shall not have control over or charge of and shall not be responsible for construction means, methods, V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with FREDERICK COUNTY INSPECTIONS DEPARTMENT NOTES 1. Buildings shall Comply with 2015 The Virginia Uniform Statewide Building Code and Section 303 - A Assembly Use 9 p Y 9 g y EXISTING CURB AND GUTTER techniques, sequences or procedures nor for safety precautions and programs in connection with work shown on these the current edition of VDOT's Work Area Protection Manual. A transportation management plan needs to be submitted Group of the Virginia Building Code/2015. Other Code that apply is the ICC/ANSI at 17.1-09 Accessible and PROPOSED CURB AND GUTTER v LL laps. The Engineer is not responsible for the contractor's schedules or failure to out the work. The meso is not P 9 Po carry 9' for royal and land use permit issued rlor to an execution of work within the VDOT right of way. approval p prior y 9 y Usable Buildings and Facilities. TRANSITION TO REVERSE CURB a responsible for ions of omissions of the contractor, subcontractor, or their agents or employees, or any other person or he performing portions of the work. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, 2. Gazebos require permits and shall be designed by a registered design professional licensed in the State of Virginia EXISTING TELEPHONE LINE--T----r----r----T--- 3 ' 4. The Contractor, Owner or Developer shall be responsible for securing an third pe g p p g y party ins coon/testin service to insure junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with theproposed construction activity, P ty ty y ty' for the local snow and wind loads due to the materials. 3. Retainingwalls with more than three feet of unbalanced and retaining wall, regardless of height, supporting a 9 9 9 PROPOSED TELEPHONE LINE r T construction compliance with these plans and specifications. It is Greenway Engineedng's recommendation that a third party inspection/testing service be employed to ensure that project is completed and materials installed meet the details VDOT approval of these plans does not indemnity the developer from this responsibility. surcharge other that ordinary unbalanced fill, require building permits. Construction documents/plans require the ns require EXISTING STORM SEWER WITH INLET M ands in th in these plans. V5. Design features relating field construction, regulations, and control safety of traffic may be subject to change as walls to be designed by a Registered Design Professional. 4. Pedestrian bridges require a building permit. Plans shall be designed by a registered design professional licensed PROPOSED STORM SEWER WITH INLET IIIIIIII cation of ex 5. The location of existing utilities shown in these plans are taken from existing records. It shall the contractors D s deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility in the State of Virginia. EXISTING SANITARY SEWER WITH MANHOLE--s----s-- E -s --- responsibility to verify the exact horizontal and vertical location of all existing utilities as needed prior to construction. The d contractor shall responsible for the digging of all test holes that may be required, whether recommended or not by of the developer. 5. DEQ/Virgina Water Protection permits may be required. United States Army Corp of Engineer permit required. PROPOSED SANITARY SEWER WITH MANHOLE S ' these plans, to determine the exact location and elevation of existing utilities. If any conflicts arising from this existing utility et verification if during the of is the V6. If required by the local VDOT Land Development Office, apre-construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor (s), vinous County agencies, utility companies and 6. Please note the requirements in Chapter 17 of IBC for special inspection requirements on the type of structure. (Soils, concrete, etc..). PROPOSED SAN. LAT. CLEANOUT f s s z z a H or course construction, an object of an unusual nature encountered, contractor shall 9 Y 1 VDOT prior to initiation of work. EXISTING ELECTRIC SERVICE--E----E----E----E--- and/or the proper authority. cease wank in that area and immediately notify Greenway Engineering at not b responsible Greenway Engineering or any engineer associated with these shall not be responsible or liable for construction V7. The contractor shall notify the local VDOT Land Development Office is to begin for PROPOSED ELECTRIC SERVICE E E _ / Z W plans any when work or cease any cost that may be associated with the installation or reinstallation any utility or other improvements if not notified of any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or EXISTING GAS LINE-c----c----G----c-- ' , iii ' discrepancies between actual field conditions and the approved plan. requested inspection. rZ„ co 6. The approval of these plans in no way relieve the developer, the ntractor, or their agents of any legal responsibility V8. The contractor shall notify the Traffic Operations Center at (540) 00 for any traffic c ntrol plan that impacts a PROPOSED GAS LINE G G W Ur which may be required by the code of Virginia or any other ordinance enacted by the County nor does it guarantee the VDOT maintained Interstate or Primary roadway to provide notification cetion of the installation and removal of the work zone. EXISTING WATERLINE WI TEE --W - � z issuance of any required permit by the County, VDOT or any other Agency. PROPOSED WATERLINE WI TEE M�SJjT • W 7. An approved set of plans and all applicable permits must be available at the construction site at all times during V9. The contractor shall be responsible for maintaining a VDOT permitted temporary mns Wcbon entrance(s) in accordance C& 0 construction. A representative of the developer must be available at all times. with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties EXISTING FIRE HYDRANTNALVE/METER pp 8. Prior to the initiation of any land disturbing activities the Developer, the Contractor or the Responsible Land Disturber shall affected by this project shall be maintained through construction. PROPOSED FIRE HYDRANTNIM ALVEETER D& • o obtain a Land Disturbance Permit from the County Engineer's office. The Contractor, Developer or his agent shall be V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of PROPOSED REDUCER •� responsible for obtaining a Virginia Stormwater Management Program (VSMP) Permit and shall be responsible for the construction. registration of the construction site as required by law. They shall also be responsible for obtaining and maintaining on site PROPERTY LINE a Stormwater Pollution Prevention Plan (SWPPP). The approval of these plans in no way relieves the developer or his V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches EXISTING EASEMENT agent of the responsibilities contained in the Virginia Erosion and Sediment Control Handbook. cover and when possible shall be installed under roadway drainage facilities at conflict points. 9. The Developer or his agent shall be responsible for obtaining any required permits from the Virginia Department of V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, raves, etc.) encountered during the PROPOSED EASEMENT - Environmental Quality (DEQ) or the United States Army Corp of Engineers for any plan wetland disturbance as shown on course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that PROPOSED CENTERLINE - these plans. They shall also be responsible the idenfification and delineation of any wetlands that may be present on the vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING CENTERLINE - - - construction site. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to EXISTING TREE LINE 10. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public placement of fill. A VDOT representative shall be present to insure the soil sample(s) obtained for CBR's is streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be FLOW LINE ••• •••- insure that public streets are maintained in a clean, mud and dust free condition at all times. clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in FENCELINE -x -x -x 11. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation (VDOT) and accordance with all applicable VDOT standards and procedures. x x - Frederick County prior to any construction activities within exisfing State rightof-way. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in accordance EXISTING UTILITY POLEIGUIDE WIRE a 12. The developer will be responsible for an damage to the existing streets and utilities which occurs as a result of his po Y g g with the lift thicknesses, density and moisture requirements as specified in the current VDOT Road and Bridge EXISTING TELEPHONE PEDESTAL El construction project within or contiguous to the existing right-of-way. Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. SIGNS ' 7 13. Warning signs, markers, barricades or flagmen should be in accordance with the State and Federal Manual on Uniform Traffic Control Devices (MUTCD). V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by PARKING INDICATOR Q = 14. The exact location of all guard rails and paved ditches will be determined by VDOT personnel. "A joint inspection will be VDOT. INDICATES THE NUMBER OF TYP. PARKING SPACES held with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation V16A installation visual/vidcmi camera inspection b bthe Contractor identified L (VDOT) to determine and where guard rail andpaved ditches will be needed. The developer will be responsible for . post shall on sae conducted all ucey e onracor on apipes ened on the plans as storm sewer pipe and a select number of pipe culverts. For pipe culverts, a minimum of one pipe installation foreach HANDICAP PARKING providing guardrail and paved ditches as determined by this joint inspection." Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications, size of each material type will be inspected or ten percent of the total amount for each size and material type VEHICLES PER DAY COUNT 100 ' w summarized. All pipe installations on the plans not identified as storm sewer pipe shall be considered as culvert pipe for 15. All unsuitable material shall be removed from the construction limits of the site plan before placing embankment. inspection purposes. Additional testing may be required as directed by the Area Land Use Engineer or their 16. All pavement sections shown on these approved plans are based on a minimum CBR value of 6 and are for preliminary representative. PROPOSED BUILDING ENTRANCE -� 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 standards to obtain actual CBR values for final design. Final pavement designs will V17. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility the developer. U be approved by VDOT and/or the Owner/Developer, which ever applicable, prior to installation. of SANITARY MANHOLE IDENTIFIER 12 z tLi c) 17. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" V18. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the J Q diameter and conform to VDOT standard SB -1. developer in accordance with the Manual On Uniform Traffic Control Devices.(q STORM DRAIN STRUCTURE IDENTIFIER O 0 _ 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided W to the County Public Works Department prior to issuance of grading and/or site development permits. V19. The developer shall provide the VDOT Land Development Office with a list of all material sources prior to the start of -J 4 19. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines. construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the EXISTING SPOT ELEVATION X' p Q Z authority g permits, cut sheets, and connections to Information should also be obtained from theappropriate authori concerning local VDOT Land De Development Office prior to acceptance of the work. Unit and total prices may be obscured. Z INi � existing lines. V20. Aggregate base and subbase materials shall be placed by meansof mechanical spreader. Density will PROPOSED SPOT ELEVATION X35ti Q W O 20. The Developer and/or Contractor shall be responsible to supply all utility companies with copies of the approved plans and be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge ce with Section hea A LIGHT POLE Y W ~ V advise them that all grading shall conform to the approved plans, and further that the utility companies shall be responsible for homing these and the finished in the installation of their utility lines. Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified In to depths, VDOT F- U plans grades 21. All utilities to be located underground. otherwise. addition checking stone a representative shall be notified and given the opportunity to be presentdudngtheconstructionandtestingofthedensity FREDERICK WATER CONSTRUCTION NOTES PROJECT INFORMATION (� Z Q 22. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at control strip. J W least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. V21. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge 1. Frederick Water's Water and Sewer Standards and Specifications are available at www.frededekwater.com. PARCEL IDENTIFICATION NO : 64.11-11 (INSTR.# 170002409) NO: a W O 23. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A STREET ADDRESS: Building 1: 141 SECURITY DRIVE W W relocation should be done prior to construction. certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT 2. The contractor shall adhere to Frederick Water's standards and specifications in effect at the time of construction. Building 2:146 SECURITY DRIVE W Z R' 24. All parking lot'street light and dry utility design shall be performed and provided separately by others. All dry utility and or daily, unless specifie otherwise. A VDOT representative shall be notified and given the opportunity to be present during Building 3: 190 SECURITY DRIVE > Z > LL lighting information shown hereon is as specified by others and is included for informational purposes only, as directed by the Construction and testing of the control strip. 3. The contractor shall coordinate with and arrange for inspection by Frederick Water. Parking Garage: 200 SECURITY DRIVE W Q the Owner, Developer and/or public agency requirements. Greenway Engineering has not performed the lighting and/or V22. (D _ dry utility design and does not warrant and is not responsible for the degree and/or adequacy of illumination on this project In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored 4. The contractor shall connect a new sewer line to an existing manhole by core drilling the manhole. PROJECT SITE AREA 35.9611 ACRES [' (n or the adequacy of the dry utility to service the site. below the bottom of the excavation to determine the type and Condition of the foundation. The contractor shall report DISTURBED AREA: 4.5 ACRES v 25. All sanitary sewers, water mains and appurtenances shall be constructed in accordance with the current standards and findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall Comply with VDOT Road and Bridge Standard PB -1. Where soft, yielding, or otherwise unsuitable foundation is 5. A new water or forced sewer main shall be connected to an existing m ( ) g aim by a wet tap. CURRENT ZONING: M1 specifications of Frederick Water. encountered, the foundation design and/or need for foundation stabilization shall be determined b the engineer and 9 Y 9 Frederick Water shall furnish all needed material and make the tap. CURRENT USE: PARKING/COMMERCIAL PROPOSED USE: COMMERCIAL -GENERAL OFFICE 26. All piping and structures shown these plans are only accurate the inlet or manhole locations as shown approved by VDOT. a. An Application for Wet Tap shall be submitted and the initial fee paid before tap is made. PREVIOUSLY APPROVED PLANS: SP# 19.04, 83-07, 30-09, 25-10, 19-12, 24-13, 24-14, 11-17, 27-17, 33-18 , v eon. Detail es hereon. Detail design of smrmwat structures were not provided to Greenway Engineering. Actual pipe alignments will be y MAXIMUM BUILDING HEIGHT: 60' h based upon developed structural shop drawings as provided by the manufacturer. Contractor shall make adjustments to V23. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with 6. Exact locations of water and sewer services on new lines are to be coordinated with Frederick Water's inspector. PROPOSED BUILDING HEIGHT: NIA* LL pipe alignments base on provided shop drawings. Greenway Engineering will not be held responsible or liable for any VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. discrepancies or changes caused by the structural design. Contractor may submit shop drawings to Greenway7. V24. Approval of these plans shall expire five (5) years from the date of the approval letter. Frederick Water's maintenance division shall furnish and install all water meters through 2 inch in size. REQUIRED SETBACKS PROVIDED SETBACKS PARKING SETBACK Engineering for review and approval at contractor's expense. Shop drawings will be reviewed for compliance with design It is the contractor's responsibility to have the meter box assembly installed correctly. FRONT: 75' FRONT: WA' FRONT: 25' plans. The Owner or Developer will be responsible for any redesign as a result of structural shop drawing design. V25. VDOT Standard CG -12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. Before a permanent meter is installed: SIDE: 25' SIDE: WA` SIDE: 5' 27. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor a. The meter box, with its frame and cover, must be properly aligned with the coppersetter. REAR: 25' REAR: WA` REAR: 5' AASHTO-T99, ASTM -D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and V26. The foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposed b. The frame and cover shall be set to final grade. results submitted to Frederick County prior to pavement construction. If a geotechnical report has been prepared, it foundation elevation to determine the type and condition of the foundation. The contractor shall submit copies of c. The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. *NO BUILDING PROPOSED WITH THIS PLAN should supersede the requirements in this note. borehole logs and report findings of foundation exploration to the engineer and VDOT for approval prior to constructing d. All Components of the meter box assembly shall be in proper working order. 28. Refer to Geotechnical Engineer for methods, materials and details for Construction of all earthwork activities. box. Foundation designs shall comply with VDOT Road and Bridge Standard PB -1. Contrary to the Standard, where rock is encountered and cast -in-place box is proposed, the thickness of bedding shall be six (6) inches. Where soft, NO SIGN IS BEING PROPOSED WITH THIS PROJECT 29. Any retaining wall 2 ft. or greater in height shall require the issuance of a separate building permit. yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation 8, For services that connect to existingImes: 30. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter stabilization shall be determined by the engineer and approved by VDOT. a. The Authority shall furnish and install: NO SITE LIGHTING IS BEING PROPOSED WITH THIS PROJECT receptacle shall be provided at the Construction site. L all 5/8"x3/4", 3/4", 1", 1 Y." and 2" water services 31. These plans identify the location of all known grevesites. Grevesites shown on this plan will be protected in accordance ii. all sewer services. NO LANDSCAPING IS BEING PROPOSED WITH THIS PROJECT with state law. In the event gravesites are discovered during construction, the owner and engineer must be notified b. The owner/developer shall: FAR CALCULATION: WA immediately. I. coordinate or have the contractor Coordinate the location of the service lateral with ( ) 32. Individual sign permits will be required from the Zoning Office for all free standing and/or facade signs prior to erecting the Frederick Water's engineering assistant PARKING CALCULATIONS N/A sign and may require a separate building permit. ii. submit an Application for Service and pay the required fees. SP NUMBER: #45-18 9. All water service lines must have a backflow prevention assembly (double check valve or RPZ, as required). The ADA SPACES REQUIRED: N/A Rev. No. Date assembly must meet ASSE standard number 1015 or 1013. PARKING SPACES PROVIDED: N/A t 01/14/2019 10. All fire lines must have a backflow prevention assembly (detector double check valve or RPZ, as required). The ADA SPACES PROVIDED: N/A OF assembly shall meet ASSE standard number 1048 or 1047. Any exterior, privately owned fire line shall also have a! fire service meter. The assembly shall be installed immediately before the backflow prevention unit. Radio read OPEN SPACE CALCULATIONS: REQUIRED 25%= 8.99 ACRES: PROVIDED 48%= 17.41 ACRES O l remotes are required. 11. The Authority shall review the mechanical plan(s) for design and material approval of a building's: U RAN L PLER a. domestic water meter and its backflow prevention device, and/or its `, Lic. No. 32809 b. Fire service line's backflow prevention device. s`rAro 12. DEQ must also approve sewer pump stations. Frederick Water requires a Copy of DEQ's Certificate to Operate and a copy of the station's DEQ approved 08.M Manual. These documents must be received before substantial completion is issued and water meters released. TRIP GENERATION DATA February 27, 2018 DATE: 12f04/2018 SCALE: WA CLASS USE DWELLING UNITS "TRIP RATE VPD FIRE MARSHAL'S NOTE FREDERICK WATER PROJECT INFORMATION DESIGNED BY: KASlTTO Fire lane markings and signage: Any "No Parking" signs and yellow painted curb locations Will be installed NIA WA WA WA WA Calculation of demand/discharge WATER AND SANITARY SEWER USAGE WATER DEMAND FILE NO. 3015L by field inspection at the direction of the Fire Marshal's Office. 'Residnetial: 235 gpd per wnnection WATER DEMAND 0,000 GPD *Commercial: 75 gpd per 1,000 sf SHEET OF 36 SANITARY SEWER DISCHARGE 0,000 GPD *Industrial: 25 gpd @ 10 persons per acre 2 • TAKEN FROM ITE TRIP GENERATION 9TH EDITION SEWER DISCHARGE Sewer discharge equals waler demand 18-14 - \ --- INDEPDENGE DRIVEi V fitt RN/ 35 . D.B. 895 PGl 3C T.M. 64-11-14; / INDEPENDENCE DR WINCHESTER VA, LLC; T.M. 64-11-13; �) INST. # 140008743 SAI PROPERTIES, LLC ) A ZONE: M1 INST. # 030024440 I m USE: VACANT i ZONE: M1 USE: COMMERCIAL i i I II ( EX! 20' F.C.S.A. WATERLINE ESMT. 3 INSTI. No.\120013038 _ ) I EX. 501NGRESS/ L -EGRESS ESMT. � 1 TUI \\ll :Jill�T� EXISTING c \ \ BUILDING #2 I ° \\ EX. 20' FREDERICKr+ I 0 \ WATER ESMT. TM 64-11-15 r _ LOT 15 WF.MIFW RIONFRR r.FNTRF FOR I I C- I INSTRUMENT YR. 2008 ` 1 RESS7.- I INSTRUMENT # 8956 I 5.00 ACRES I a ZONE: M1 USE: COMMERCIAL I� IBUILDING (UNDER CONSTRUCTION) 265 f �( EX. AVIGATIDN ESMT. R UTE 1092 EX. 20'STORM�`�- ' '�-- 5' L NAGE ESMT. E fi 11 LI11J111 Q �41 -y 1 EX. 20' F.W. ESMT. ' PPP 1 INST. NO. s EX. 20' STORM s DRAINAGE ESMT. o a I INST. No. 010008162 A I� e EX. 50' I IIS d3 INGRESS/EGRESS ESMT. c9 � 6 80 4� � it s � 1 I EXISTING \ BUILDING #1 EX 20' _ INGRESS/EGRESS ESMT. AMI Z7.N- _ ONE TM 64 -A -159H 17\1 EFG, LC INST.#030027882 EX. 30'SANITARY SEWER& I j' �� ZONE: M1&82 / INGRESS/EGRESS ESMT. USE: VACANT INST. No. 010006153 1 I � l 1. I I IIII l j� i �5 WER ESMT. ��0100061 53 {✓ I �- _ D.8. 840 PG. 990 � TM 64 -A -159A WINCHESTER REGIONAL AIRP. T D.B. 842, PG, 1400 m `�, /RIPARI 28.69 ACRES \ �\ \ ✓ \BUFFER EX. STORM WATER ZONE: M1 USE: COMMERCIAL ✓ C ® ® I' \ / MGMT. ESMT. �\ \ , -. \ Ili / EX. 20'F.C.S.A. \ h (, INST. No. 010008162 „` WATER LINE ESMT. ® �� /� �' INST. No. 030017554 \ INST. NO. 170009030 A 1 EXISTING \ L, PARKING GARAGE TM 64-11-11 \ \�` ITV I \ / MTR SMTTNo EX. 15' ELECTRIC M k\ WESTVIEW BUSINESS CENTRE 030022516 INST. NO. 1 \ NAVY FEDERAL CREDIT UNION INSTRUMENT YR. 2017yv I 1 \� INSTRUMENT # 2409 35.9611 ACRES ZONE: M1 USE: COMMERCIAL \ I � , + - I SAGE \ RL EE SMT. \ EX. 20' F.C.S. \ 1 1 OPEN WATERT I C T. NO. 17"C - I / 1 I�, STREAM WATER LINE ESMT. / WINCHESTER REGIONAL \ �( UFf(: �� INST. NO. 170009030 IPARU AIRPORT AUTHORITY �- \ \` \ I I RIPARIAN 1 0 D.B. 781, PG. 1427 --- - \ \ \ ,\ I_BUFFER w 5.28 ACRES ZONE: RA USE: RESIDENTIAL - E / \ \ ' RIPARIAN UFF PARIAN� USAGE RI N, / B \ I FF BUER ff \ { OPEN WATER/ \\ \ ` - \' -\ \ I I1 XNGR%S/EGRESS ESMT. ` 11 1 25-1 \ \ ` STREAM \ / ` - J I Ir �. Ell. No. 010006153 501 RIPARIAN 25 / 25 BUFFER US �CE t / \ ` OP N WATER/ C RVE RADIUS ARC LENGTH DELTA ANGLE CHORD BEARING CHORD LENGTH TANGENT Cl 2332.03 475.28 11'40 38 N 72'38 30 E 474.46 238.47 L3 N 56.1731 E 35.46 L4 S 13.1126 C3 1080.00 60.48 J-12'30- S 2-r4757- E 60.47 30.25' C4 1 1125.00 468.54 23.5145 N 734333 E I 465.113 237.71 LINE BEARING P DISTANCE L1 S 56'1731 W 45.94 L2 S 3342 29 E 28.00 L3 N 56.1731 E 35.46 L4 S 13.1126 LE 31.03 L5 S 06'79 23 W 79.10 L6 S 66'•28 43 W 50.01 BP NUMBER: #4548 Rev. No. I Date --`\I ` EAM RAN bY L d(EPLER 9 BUFF = _ - SURVEY AND TOPOGRAPHIC INFORMATION Lic. No. 326os o y STATION L 7}�.� - _ - me i 8�/ - 2gTIu�BHFFER _...� \ L- 61 s3 -- Dated. q S a gsao0' APPROX. 1 Boundary survey was performed by: to I.. / 5 POTENT GREENWAY ENGINEERING JULY 2016 CATION OF 75'INACTIVE eURER- Zp�j. iN6 UFFER \ Y'_ \ _ R.O.W. I / � g _5a MATUREW00_07D SCBEEW. _ _\ = ��'o _ FUTURE R DATE: 12104M018 _ I� ' Aerial, horizontal and vertical control surveys were T 65 A�2QA 40 performed by: GREENWAY ENGINEERING JULY 2018 N iNBTRUNT YR. 2007 Date SCALE: 1...801 "+ �� �- \ - INSTRUMENT#1792 �A,Z. ,\topographicPP 8 P Y: iFT05 75A 3. Aerial mapping performed b REO LLC -- _ , 4.30 ACRES i VIRGINIA MAPPING Dated: MARCH 2014 1' i \� ti DESIGNED BY: KASITTC _ �_'_ �� INT _ - �`- �Z E RAUSE: I�ESIDENTWL TM 65-A- 1 / � INSTRUMND 2012 _ BONNIE �ET,T-TRUST �`^-.. ��J U - BOy�_ FILE NO 3015 i - EN - - - 5.b�&BCR-E3'� - - 'RUM@NT #-11276 i -R,>[U ENTIAL \ ? - L - ' -- - - - - - - y- 80 40 0 80 160 SHEET 3 OF 36 ZONE: RA USE: RESIDENTIAL i; _ _ - 18-14 SCALE: 1" = 80' a0 P 3z a Z W W z z Wz W BP NUMBER: #4548 Rev. No. I Date --`\I ` EAM RAN bY L d(EPLER 9 BUFF = _ - SURVEY AND TOPOGRAPHIC INFORMATION Lic. No. 326os o y STATION L 7}�.� - _ - me i 8�/ - 2gTIu�BHFFER _...� \ L- 61 s3 -- Dated. q S a gsao0' APPROX. 1 Boundary survey was performed by: to I.. / 5 POTENT GREENWAY ENGINEERING JULY 2016 CATION OF 75'INACTIVE eURER- Zp�j. iN6 UFFER \ Y'_ \ _ R.O.W. I / � g _5a MATUREW00_07D SCBEEW. _ _\ = ��'o _ FUTURE R DATE: 12104M018 _ I� ' Aerial, horizontal and vertical control surveys were T 65 A�2QA 40 performed by: GREENWAY ENGINEERING JULY 2018 N iNBTRUNT YR. 2007 Date SCALE: 1...801 "+ �� �- \ - INSTRUMENT#1792 �A,Z. ,\topographicPP 8 P Y: iFT05 75A 3. Aerial mapping performed b REO LLC -- _ , 4.30 ACRES i VIRGINIA MAPPING Dated: MARCH 2014 1' i \� ti DESIGNED BY: KASITTC _ �_'_ �� INT _ - �`- �Z E RAUSE: I�ESIDENTWL TM 65-A- 1 / � INSTRUMND 2012 _ BONNIE �ET,T-TRUST �`^-.. ��J U - BOy�_ FILE NO 3015 i - EN - - - 5.b�&BCR-E3'� - - 'RUM@NT #-11276 i -R,>[U ENTIAL \ ? - L - ' -- - - - - - - y- 80 40 0 80 160 SHEET 3 OF 36 ZONE: RA USE: RESIDENTIAL i; _ _ - 18-14 SCALE: 1" = 80' W Q 2 � a � o F J �> 0 Z Q J H (n aZ X W WO Z v+ C7 U i 0 0. eW Wa Z WW �LL LL O DO Q Q = V U U.Z BP NUMBER: #4548 Rev. No. I Date --`\I ` EAM RAN bY L d(EPLER 9 BUFF = _ - SURVEY AND TOPOGRAPHIC INFORMATION Lic. No. 326os o y STATION L 7}�.� - _ - me i 8�/ - 2gTIu�BHFFER _...� \ L- 61 s3 -- Dated. q S a gsao0' APPROX. 1 Boundary survey was performed by: to I.. / 5 POTENT GREENWAY ENGINEERING JULY 2016 CATION OF 75'INACTIVE eURER- Zp�j. iN6 UFFER \ Y'_ \ _ R.O.W. I / � g _5a MATUREW00_07D SCBEEW. _ _\ = ��'o _ FUTURE R DATE: 12104M018 _ I� ' Aerial, horizontal and vertical control surveys were T 65 A�2QA 40 performed by: GREENWAY ENGINEERING JULY 2018 N iNBTRUNT YR. 2007 Date SCALE: 1...801 "+ �� �- \ - INSTRUMENT#1792 �A,Z. ,\topographicPP 8 P Y: iFT05 75A 3. Aerial mapping performed b REO LLC -- _ , 4.30 ACRES i VIRGINIA MAPPING Dated: MARCH 2014 1' i \� ti DESIGNED BY: KASITTC _ �_'_ �� INT _ - �`- �Z E RAUSE: I�ESIDENTWL TM 65-A- 1 / � INSTRUMND 2012 _ BONNIE �ET,T-TRUST �`^-.. ��J U - BOy�_ FILE NO 3015 i - EN - - - 5.b�&BCR-E3'� - - 'RUM@NT #-11276 i -R,>[U ENTIAL \ ? - L - ' -- - - - - - - y- 80 40 0 80 160 SHEET 3 OF 36 ZONE: RA USE: RESIDENTIAL i; _ _ - 18-14 SCALE: 1" = 80' MERIDIAN OF PLOT OB 607 PG 671 r i II x''25 gRL '- TRAIL#$ � 1 t s\ N S 1 PROP. RETAINING 0 / TRAIL #8 / i 3 PNPB / 40 ow , __ SE \ � _ _ TSI-- -TI --�� 7� �I— _ \ PROP PHP �\ \ . T M7 \ L CULVERI TRAIL 46 PHASE 1 EXISTING 1:12 (3.3376) BUILDING 1 1:1Z (8.33%) 1:10 (0 ) 30 feet 8 m) 1:10 (10%) :8 (12 10 feet (3050 mm) 2. CHAPTER 10 OF THE UNITED STATES ACCESS BOARD ARCHITECTURAL BARRIERS ACT (ASA) ACCESSIBILITY RP._ STANDARDS IS SHOWN ON SHEET 34. \ 3. ALL TRAIL SLOPES OVER 6% ARE IDENTIFIED ON THE PLAN, SHEETS 1524. PORTIONS OF TRAIL THAT FOLLOW TRAIL #3 SECTION 1017 SHALL NOT EXCEED TABLE 1017.71 FOR SLOPE AND LENGTH. LIMITOF 1 PHASE 0 / TRAIL #8 / i 3 PNPB / 40 ow , __ SE \ � _ _ TSI-- -TI --�� 7� �I— _ \ PROP PHP �\ \ . T M7 \ L CULVERI TRAIL 46 PHASE 1 EXISTING 1:12 (3.3376) BUILDING 1 1:1Z (8.33%) TRAIL LEGEND \ \ \ SYMBOL DESCRIPTION \ \ DENOTES TRAIL ROUTE THAT \ COMPLIES WITH SECTION 1017 \ ACCESSOF THE UNITED STATES BOARD ARCHITECTURAL BARRIERS ACT (ABA) ACCESSIBILITY STANDARDS CHAPTER 10:RECREATION FACILITIES \ Table 1017.7.1 Maximum Running Slope and Segment Length \ Running lope of Trail Segment Steeper Than But not Steeper than Maximum Length of Segment 1:20 (5%) 1:12 (3.3376) 200 feet I m) 1:1Z (8.33%) 1:10 (0 ) 30 feet 8 m) 1:10 (10%) :8 (12 10 feet (3050 mm) TRAIL I" / NOTES: \ \ 1. THE UNITED STATES ACCESS BOARD ARCHITECTURAL BARRIERS ACT (ABA) ACCESSIBILITY STANDARDS CHAPTER 10 -RECREATION FACILITIES SECTION 1017 TRAILS WAS USED IN THE DESIGN OF THE TRAIL. DUE TO THE STEEP TERRAIN IT IS NOT PRACTICABLE FOR ALL OF THE TRAIL TO COMPLY WITH 1017. SECTION 1017 WAS ONLY APPLIED \ TO PORTIONS OF THE TRAIL THAT WERE PRACTICABLE. SEE OVERALL SITE PLAN FOR PORTIONS OF TRAIL \ IDENTIFIED TO FOLLOW SECTION 1017. 2. CHAPTER 10 OF THE UNITED STATES ACCESS BOARD ARCHITECTURAL BARRIERS ACT (ASA) ACCESSIBILITY \ STANDARDS IS SHOWN ON SHEET 34. \ 3. ALL TRAIL SLOPES OVER 6% ARE IDENTIFIED ON THE PLAN, SHEETS 1524. PORTIONS OF TRAIL THAT FOLLOW SECTION 1017 SHALL NOT EXCEED TABLE 1017.71 FOR SLOPE AND LENGTH. 0 y♦7N� i RIPARIAN BUFFER EX STREAMS i / /d ,r ��► III ,��� � •�' 71Eb N � � LIMITS O9 DISTURBANCE TRAIL #12 i EXISTING BUILDING 2 \` \ BUILDING 3 (UNDER CONSTRUCTION) U` NZIUS POP �. ORLkol*k,414 ESgkWFA w ' � /'yam', �� �• � - V SIDEWALK �'' III �Illln 'Win/ �P !III 11111 l' .!lillll I!I'lyl ,III �i k, �4•y -oma \ \ it r • av AREN ��\\) t v1�41R4' DESIGAIED ` F: ffiS1'rfC FILE �r\r`\etaa �ueclx' • 3015L SHEET 4 OF 36 N r ■ I / CODAS poF'O(gj 1NO E&S CONTROLS ARE PROPOSED THE BOARDWALK IS TO BE Lu W I I = ■ W I (n ■ m� E m r m O1 c a / {i' .. "" -, - :..• - \ INSTALLED IN THIS AREA. NO GRADING IS PROPOSED WITH THE I W ■ I I Z =.mon 9> o ' �/ / - _ --1� 5 '/ / h -� �, /-=• -= _ sa"v'T�J - _ END SIDEWALK PHASE zz�_ _ _ -_:• BOARDWALK AS IT IS ABOVE 1 GRADE THEREFOR NO LAND 1 AREA TO 8" DISTURBANCE. CONTRACTOR CLEAN ANY S 02COMPOAC SOCK - EXISTING SWM FACILITY IF BUILD OF SEDIMENT OCCURS. EX TO UP ;• I I J i I I / I II 3 c E a W 3 ap682-zw �� 1 ■ IF oj -�– ■UA z 902 z fA 4 )— ;X Lc I I I I -------I �I ■ Lu V) � I 2 �1 cn v I ; �� IC — �— ■ cn06 (� w w LU gOf I , 1 RESPONSIBLE LAND DISTURBER U. Z I / aI NAME: CERTIFICATION #: 'T DATE: — �� \ — mss{ — — I� ,' THE RESPONSIBLE LAND DISTURBER s. IS THE PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING 3 n � .� � �s 4- \ /35rs a LJ I �� , � ,. L I 9.... � �1 I I ( _ ACTIVITY AS SET FORTH IN THE PLANS. I II / A s76 �_ ' ti- �� fa / / EROSION/SEDIMENT CONTROL LEGEND SP NUMBER: 1f45-18 78 NO. KEY SYMBOL DESCRIPTION Rev. No. Date \" • .. �„-,..... ...: .. .. .. ... _ _ _ :T. 61 3.02 O TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3.05 SF -X—X—X- SILT FENCE OF j -XX—XX—XX- SMARTFENCE O I I \I-___�— �_ 7 - ----G--- \ /•_,y -674 J _�� �� \� CFS CFS COMPOST FILTER SOCK AN L PLER bA L0.32809 II 3.07 IP STORM DRAIN INLET PROTECTION SS -N,{--- -- -S- IcLlJ-jj- -5 S- CNOTES: O \ 3.20 CD �',', ROCK CHECK DAMS DATE: 12/0412018 - -�°� I , / -Ni - T ^' _ __ �� /l�- -� --I t cs f II � _ 1. SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOIL 9 � �"v - STABILIZATION BLANKETS (EC -2) LCG O - LIMITS OF CLEARING 8 GRADING f _— �� .. -. � --._.-NB // -� s...�)7S �_ ' '- I I I �I 2. SUPER SILT FENCE AND ACF ENVIRONMENTAL SMART FENCE OR IIII,I /-`� _s-- �1, II -,� - 1 I I I:' r G� I I J I 'I7I- I Ij�(T FILTREXX COMPOST FILTER SOCK MAY BE USED IN LIEU OF ONE -psi- _ —� I -1 I— �i—I I I I I ( ANOTHER WITH VARIANCE FROM FREDERICK COUNTY. 3.32 PS PERMANENT SEEDING DRAINAGE DIVIDES S SCALE:L -30 " DESIGNED BY: KASITTC _ I 3. EXISTING BMP'S TO REMAIN PROTECTED FROM SEDIMENT AT ALL �i-- L4- I—I — — FILE NO. 3015E TIMES 30 15 0 30 60 FOR PHASE I EROSION AND SEDIMENT CONTROL ONLY! ! BANVCEIMMEDIATELY. IN CRITICAL AREAS TO BE KEPT TO A MINIMUM. ANY DISTURBED AREAS TO BE SEEDED, CRITICAL AREA - TACKED //�� MULCHED AND TACKED IMMEDIATELY. SHEET 5 OF 36 SCALE: 1" = 30' 1 18-14 %^ , FOR PHASE I EROSION AND SEDIMENT CONTROL ONLY!! E MERIDIAN OF PLAT ` � l / /� ////�� /' j.G�/'� DB 607 PG 671 / I S' AREA TO B" I / i / / / / / — j COMPOSTSOCK I �•• // / // /i/� / rr/ l�G `'%�.// (( Z' A=1.20AC / W z �� •-' `// r' ' rr/� /�%/;'//////%', //''/� 1 i r v, i.—./' 1 �. 'I. I'I.� - -\Ir.( , ,fi^W '' ///'r'// j/r/ j r 'y/._ 1�1 Y. 'i �J I V I .• AREA TO ry/ \ . ' �h / / SMART FENCE A=0.51 AC / S/REAII FENCE B" CFS / 1 AREA TO — '- / / ' / 5 y SILT I X •• 1 I / 1 _--._— —_-- / / A=0.08 AC SF �I lt \_� "—., ---moi, 5. ----CFS. ��_•_ _.k �! �� /tet// /—� 'i�,; /� j / II I� _I��: - `� CE ---s - s-=---` hs- s ----s- - s-= -� S -/---s- � uc / 1 EX. SWM O a ./. �1• /� I I n -_ IP p..y /�- ' O - / SILT FENCE A=0.09 AC I Lw EX SWM&BMP /j\,.___ .I -o-5. / (X —— jj O -- � AR � EA TO 1 SILT FENCE 1 I �I� \ \ `— ` `^ \ CFS - AREA TO A=0.02 AC � �" SMART FENCE ITA I \I + .�\� / s� �_ A=0.41 AC.I v ! LCG �k �4' AREATO SMART FENCE / \ \ \ / \ AREA TO // / �\ A=0.08 AC /\ / t� SILT \� \ 1 \ SM . \\ A=0.06 AC ' EX. SWM / / /// / + 3 i ' AREA TO \ \\! �v FS LT x' ��., i I A />1 AREA TO SILT FENCE / / 1 A=0.22 AC / CSF EROSION/SEDIMENT CONTROL LEGEND // j\ / TEMPORARYVEHI' STREAM CROSSIN NO. KEY SYMBOL DESCRIPTION NOT DAMAGE CHA O3.02 CE TEMPORARY GRAVEL / I I X BANKS. (TEMP. BR CONSTRUCTION ENTRANCE / .Yr LCG 3.06 SF-X—X—X- SILT FENCE SMF-XX—XX—XX- SMARTFENCE mqI:: � I AAZLIJd1:14Z;Fi',Lo!S[:3 MATCH LINE SHEET 7 i CFS —CFS COMPOST FILTER SOCK --- -t / • _ I y(SMF)LIC J3�8O9 "'�\ � SMF3.07 IP STORM DRAIN INLET PROTECTION — ` `� LCG 3.20 ROCK CHECK DAMS RESPONSIBLE LAND DISTURBERi' DATE: 1 210 412 01 8 NAME:CD LIMITS OF CLEARING & GRADING CERTIFICATION #: NOTES: \ SCALE: 1"=30" 3.32 PS PERMANENT SEEDING DATE: 1. SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOIL �I , 1 I I \ O STABILIZATION BLANKETS (EO -2). DESIGNED BY: KASlTTC DRAINAGE DIVIDES THE RESPONSIBLE LAND DISTURBER 2. SUPER SILT FENCEANDACF ENVIRONMENTAL SMART FENCEx- - IS THE PARTY RESPONSIBLE FOR OR FILTREXX COMPOST FILTER SOCK MAY BE USED IN LIEU OF r „! ` L FILE NO. 3015E CRITICAL AREA - DISTURBANVCE IN CRITICAL AREAS TO BE CARRYING OUT THE LAND DISTURBING ONE ANOTHER WITH VARIANCE FROM FREDERICK COUNTY. 30 15 0 30 60 _ I I I III I / : SHEET 6 OF 36 KEPT TO A MINIMUM. ANY DISTURBED AREAS TO BE SEEDED, ,ACTIVITY AS SET FORTH IN THE FLANS. 3, EXISTING BMP'S TO REMAIN PROTECTED FROM SEDIMENT AT Q. MEW AND TACKED IMMEDIATELY. ALLTIMES, SCALE: 1" = 30' (PERON/A(%I ;_ 18-14 LL. J U> _ _ o J j}z ll.l Q Q w `— O _ v/ U Q - 06 w^ 2W li 5 W❑ LL Q � Q LL V V LL Z AAZLIJd1:14Z;Fi',Lo!S[:3 MATCH LINE SHEET 7 i CFS —CFS COMPOST FILTER SOCK --- -t / • _ I y(SMF)LIC J3�8O9 "'�\ � SMF3.07 IP STORM DRAIN INLET PROTECTION — ` `� LCG 3.20 ROCK CHECK DAMS RESPONSIBLE LAND DISTURBERi' DATE: 1 210 412 01 8 NAME:CD LIMITS OF CLEARING & GRADING CERTIFICATION #: NOTES: \ SCALE: 1"=30" 3.32 PS PERMANENT SEEDING DATE: 1. SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOIL �I , 1 I I \ O STABILIZATION BLANKETS (EO -2). DESIGNED BY: KASlTTC DRAINAGE DIVIDES THE RESPONSIBLE LAND DISTURBER 2. SUPER SILT FENCEANDACF ENVIRONMENTAL SMART FENCEx- - IS THE PARTY RESPONSIBLE FOR OR FILTREXX COMPOST FILTER SOCK MAY BE USED IN LIEU OF r „! ` L FILE NO. 3015E CRITICAL AREA - DISTURBANVCE IN CRITICAL AREAS TO BE CARRYING OUT THE LAND DISTURBING ONE ANOTHER WITH VARIANCE FROM FREDERICK COUNTY. 30 15 0 30 60 _ I I I III I / : SHEET 6 OF 36 KEPT TO A MINIMUM. ANY DISTURBED AREAS TO BE SEEDED, ,ACTIVITY AS SET FORTH IN THE FLANS. 3, EXISTING BMP'S TO REMAIN PROTECTED FROM SEDIMENT AT Q. MEW AND TACKED IMMEDIATELY. ALLTIMES, SCALE: 1" = 30' (PERON/A(%I ;_ 18-14 X.- + \M _ ERIDIAN OF PLAp 607 PG CJ�i �� m E CSFi 1 I' V I. N N A. V J c / I TEMPORARY VEHICULAR "Wool STREAM,CROSSING SHALL ( 1 - f NOT DAMAGE CHANNEL OR BANKS. ('1P.'FMBRIDGE) N�, R.6 -o aa `m m X MATCH LINE SHEET 6 3;I0Kop AREA TO X �• - �— \� \ SMART FENCE A=0.32 ACtCD ' W .. + \ / /\\ k ` /� \ \: W� z f F'1 W AREA TO STREAM SMART FENCE ; I A 0.41 AC (PERENNLIQ,:A - 3 3 / DL STREAM\ O •� \\\ `\: , �!:•• MOVABLE COMPOST \\ \ \ \ \ � \ \ \ - :•'� FILTER SOCKTO \\ S ALLOW ACCESS SHALL`\,�\ BE REPLACED AT END �'r:�• OF WORKING DAY \ \ \ \ \ \ \\ , '\ \' \'Lu \ / AREA TO ( / . • / \ /AREA SILT FENCE t.:;:� y \\\ \ \ \ - \ - TO •.•� SILT FENCE • \ A=0.65 AC i�/ / ..' SF - v\ v v v - W EX. STREAM .^ \� vA V V v� \ ' � - d 'r^ I .r4 '. I DAF �� EX. P / I ! fi' � ice— v Av vv - — - - 06 a W W 0 W z Of IP ad AREA TO SILT FENCE / `\ \ / A=0.14 AC . , t EX. STREAMLIL I: LCG i- _-- \\ \ \� \ RESPONSIBLE LAND DISTURBER (PERENNW) ' X I: — `\\ \` \\ `\ \ r NAME: CERTIFICATION #: DATE: Z SILTFENCE .LCG \\\.,1\�\\\\\\\\\\\ \ \\ \ I �' \ IF / j ; i i A=0.16 AC - __1`\\._.` \ " i X \ ' A' \ ` THE RESPONSIBLE LAND DISTURBER �. AREA TO S THE PARTY RESPONSIBLE FOR - > SMARTFENCE \\\ \\\ \ \\\ /,I, \ j �, �'' _ :: \\\\ AND DISTURBING O %•::: ` A=0.38 AC \ \ \ \ \\ \\ CARRYING OUT THE L / \ ACTIVITY AS SET FORTH IN THE PLANS. �}/f / 100, / X t r EROSION/SEDIMENT CONTROL LEGEND \ \ \ \ \ \ •` SP NUMBER: #45-18 , s. •• EX: BMFy[ (/ �%/�� \ / � I \ - Y: \ \ \ NO. KEY SYMBOL DESCRIPTION ` \ \\ \ \ C � Rev. No. Date 1 01/14/2019 - ,, / I • :- ��gy _// / ,--U + k // \ / I EX. FO AY,,r / m EX. POND .• 3.02 CE TEMPORARY GRAVEL /.. / ��` _ ' ` \ \\ CONSTRUCTION ENTRANCE ` _- \ \\ \ 305 SF—X—X—X— SILT FENCE _ _ \ I �' - XX—XX—XX— SMART FENCE ` t r CE AREA To SF SILT FENCE O A=0.15 AC W j c r / W , / . •. ` ` - \ O CFS COMPOST FILTER SOCK _ RA Y L PLER LIC. No. 32809 o ; q I1, W -. / ! i ' \ j `c,.�1 x / U) tr r , I e. 18"CFS '� fs , _.. _ AREA TO 18,. ♦ I - / \ -_... COMPOST SOCK . - -- \ \ 3.07 IP STORM DRAIN INLET PROTECTION A-4.56AC `r5'IpNAL Gti k _/i i Z, / trait' / h� NOTES: 3.20 CD —/ ,� ROCK CHECK DAMS 1. SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOIL \ `(.J — \ �^' i A j® I r"•' 1 .r�'i'• O, + ` . _ SWAMP MATS OR WOOD CHIP STABILIZATION BLANKETS (E — C-2)LIMITS OF CLEARING &GRADING AGGREGATE TEMPORARY 2. SUPER SILT FENCE AND ACF ENVIRONMENTAL SMART FENCE CONSTRUCTION ACCESS DATE: 12.2018 SCALE: 1" = 30" `''� \ \ `� _ ify., \ ---- w �' ••'r• f OR FILTREXX COMPOST FILTER SOCK MAY BE USED IN LIEU OF 3.32 PS PERMANENT SEEDING ONE ANOTHER WITH VARIANCE FROM FREDERICK COUNTY. 3. EXISTING 8MP'S TO REMAIN PROTECTED DESIGNED BY: KASITTC \\ \ \ \. � / � CC /��s � E FROM SEDIMENT AT DRAINAGE DIVIDES �, ALL TIMES. _\ E=. \ i .a'�• G � I', - �Z FILE NO. 3015E PHASE I EROSION STUBBED AAREA - DISTURBANVCE IN IREAS TO BE SEEDED, 30 5 0 30 60 KEPT TELA MINIMUM. TAC ED IMMEDIATELY. AND SEDIMENT CONTROL ONLY ! ! TICAL AREAS TO BE CRITICAFOR /� MULCHED AND TACKED IMMEDIATELY. SHEET 7 OF 36 SCALE: 1" = 30' 18-14 h/ FOR PHASE / M \ EROSION AND SEDIMENT CONTROL ONLY !! C � V N - m m � c• \/ r �\ r\ \ \ Z Z / \ W / ; /ice/ \\�?✓/�/� \ , ` + 41/ , F� W z \ ` \ \ )ll IP AGF\ / Lcc ` AREA TO d SILT I OT FENCE SF 1 / . O!. SWAM (PERfNNWL) \ \Y \ jii \ .. T� i •�� AREA TO O i A=0.16 AC x ` °':• i 100,k .�O } 1 \ _ r " 1 \ J//l C• Lu \� �\\ � / � // �F'� \ 1I IP � _: -, ' � / � / � � ! \ /X. FO AY �/ , � I : / o ti •^ � U v /CL f £X. AOND f I AREATO 1 � / :CFS.' it CF Ir OSILT FENCE 1 � LLI tr � J � ¢ f \_ /�� �\ \ / (' t\ �/ �.''.�/SII( A=0.1�5�AC , W �\ / \ �� / /�/�✓m �� x 18" ICES rte` w NQ Q Z Y i� E � - - / , Z � ¢ � O �� Q z U) SF SM Y 06 U-1 UwJ CL w C3 100, LU UJI w X s. a \/ W l L SILT FENCE .J ���i/.,: �I� �J F } I YAREA .�� A 0 11 ASILT To - C • • ,� SWAMPTS OR WOOD CHIP AGGREG TE TEMPORARY CONSTRICTION ACCESS 00,/ \ / / / U h SMART FENCE v / e MOVABLE COMPOST AGGREGATE i; v A=0.07 AC � a / � EROSION/SEDIMENT CONTROL LEGEND /� TEMPORARY r ) AILLOWACCESS ac / ALLOW ACCESS TO NO. KEY SYMBOL DESCRIPTION / 7 CONSTRUCTIONESS ��� O / / TRAIL SHALL BE AREA TO 18" SP NUMBER: if45-18 Sl . REPLACED AT END OF ACCESS -� ($ .a COMPOSTS CK � r - Rev. No. Date O J , WORKING DAY A=A sa nc 3.02 CE TEMPORARY GRAVEL•ate r CONSTRUCTION ENTRANCE -- ��� .0 '' ......�+ 6 . 3.05 SF—X—X—X— SILT FENCETCR SMF—XX—XX—XX— SMARTFENCE CFS —CFS COMPOST FILTER SOCK ; MOVA LE COMPOST AREA TO LTE' SOCK TO SMART FENCE AL T ACCESS BE A=0.01 AC 3.07 IP STORM DRAIN INLET PROTECTION \ TRAIL SHALL BE REP CED AT END OF � 3.20 CD ,,--'— ROCKCHECKDAMS LCG — LIMITS OF CLEARING & GRADING 3.32 PS PERMANENT SEEDING DRAINAGE DIVIDES / CRITICAL AREA - DISTURBANVCE IN CRITICAL AREAS TO BE KEPT TO A MINIMUM. ANY DISTURBED AREAS TO BE SEEDED, MULCHED AND TACKED IMMEDIATELY. MERIDIAN Of PLAT DB 607 PG 671 SCALE: 1 = 30 � SWAM MATS (BRIDGE STREAM) �EX. S1R£AM RANDY L. KEPLER y Lic. No. 32809 ONAL DATE: 1 210 4/2 01 8 SCALE: 1" = 30" DESIGNED BY: KAS/TTC FILE NO. 3015L SHEET 8 OF 36 18-14 1 WORKING DAY NOTES: 1. SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOIL STABILIZATION BLANKETS (EC -2). 2. SUPER SILT FENCE AND ACF ENVIRONMENTAL SMART FENCE f OR FILTREXX COMPOST FILTER SOCK MAY BE USED IN LIEU OF ONE ANOTHER WITH VARIANCE FROM FREDERICK COUNTY. = / 3. EXISTING BMP'S TO REMAIN PROTECTED FROM SEDIMENT AT - 30 15 0 30 60 —� ALLTIMES. SCALE: 1 = 30 � SWAM MATS (BRIDGE STREAM) �EX. S1R£AM RANDY L. KEPLER y Lic. No. 32809 ONAL DATE: 1 210 4/2 01 8 SCALE: 1" = 30" DESIGNED BY: KAS/TTC FILE NO. 3015L SHEET 8 OF 36 18-14 II X299\ - 6p pF �'OC 14" NO E&S CONTROLS ARE PROPOSED 6_>1 AS THE BOARDWALK IS TO BE E / ,682 ./�T.�7 —_ 1INSTALLED IN THIS AREA. NO GRA THE @ � _ .. \`DE _� -� _ -' - -- / 7 682(x7 /r — -- ."`-__ - _ _ // - - - -��-- il 4 J=�. 678--{�- END SIDEWALK _ _ BOARDWALK AS IT IS ABOVE E THEREFORD NO LAND I Z, PHASE 1 DISTURBANCE. CONTRACTOR TO y AREA TO 8" ..I / ' CLEAN'A SEDIMENT FROM I COMPOSTS K i / - - - A=0.02 AC _� / EXIST FACILITY IF BUILDI- I UP OF SEDIMENT OCCURS.�i („) / 3 °" `tam � °' " d -- -_ /-_ -` _ 1 ... • 5 BRf zw -- �z pq LL ,I I, • o �j 0CW4/LLI I I I h I exrsnNc BUILDING /1 cnI —II` Li Of LIJ ,r\, II �/-►11I:1 -� r _ H U� c� cn06 0 U w ww LL h\ I II I I .5 / •� ' � 1 III fj 1 I I I �II,' � —� - ___-- '� ~' 3 II /F / Ni ✓I lon= RESPONSIBLE LAND DISTURBER V NAME: 1 I `J \ • o �, � �II4 __�=_�--•. � �\ _ _ — I L � _ s — — I�. �, CERTIFICATION #: DATE: 75' BRL — _ ` ,. - THE RESPONSIBLE LAND DISTURBER I � I `\ / \ ,_, 1 �'�. -.. > �- _-•-678--' _��-� / 3 '..... 3 n �I // IS THE PARTY RESPONSIBLE FOR I I I CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. �L1 `/M 678 ---=676— � ' EROSION/SEDIMENT CONTROL LEGEND _ --_ - I 676 674 — — " NO. KEY SYMBOL DESCRIPTION SP NUMBER: N4fr18 Rev. No. Date �a • -. I�=� ': ' _ �, \4� _ h':r 3.02 CE TEMPORARYGRAVEL CONSTRUCTION ENTRANCE _ Vol li bi 3.05 SF-X—X—X- SILT FENCE O -XX—XX—XX- SMARTFENCE f T -_ i a \ _674: �� `� —CFS— COMPOST FILTER SOCKi RA Y L EPLER Lic.No. 32Bos I \ T--.:_I-� II G^-- �-�--'_ /i bis 6j1^.- r-4 3.07 IP STORM DRAIN INLET PROTECTION SIONAL _- _S)r,r��( 'S ti J ( NOTES: 3.20 CD ,'--'— ROCK CHECK DAMS DATE: 1210412018 � N!- N! _ _S -__S_ 0 � �\--��j--" O 1. SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOIL STABILIZATION 11NKETS(EC1). LIMITS OF CLEARING &GRADING Ni / / „r --S c —�-,:— 'O / ,\ I I I I • , �T ''� 2. SUPER SILT FENCE AND ACF ENVIRONMENTAL SMART FENCE OR _ FILTREXX COMPOST FILTER SOCK MAY BE USED IN LIEU OF ONE ANOTHER WITH VARIANCE FROM FREDERICK COUNTY. 3.32 PS PERMANENT SEEDING DRAINAGE DIVIDES SCALE: T = 30.. DESIGNED BY: KAS/TTC 3, EXISTING BMP'S TO REMAIN PROTECTED FROM SEDIMENT AT ALL FILE NO. 3015L FOR PHASE 11 EROSION AND SEDIMENT CONTROL TIMES. ONLY!! 3D 15 0 30 60 CRITICAAREA DISTURBANVCE IN CRITICAL AREAS TO BE * KEPT TELA MINIMUM. ANY DISTURBED AREAS TO BE SEEDED, MULCHED ANDD TACKED IMMEDIATELY. SHEET 9 OF 36 SCALE: 1" = 30' 1 18-14 / 7 ' I n� I Z AREA l COMPC NA=1.0 F s1r � �.A FOR PHASE II EROSION AND SEDIMENT CONTROL ONLY !! MERIDIAN GF PLAT OB 607 PG 671 O 8" CT SOCK 1 1 61G. /zcL / / r,/ /'�%/ i /,' / , y i i/ir'i� ///%i// / / r• !.iy. / I 1 AREA TO SMART FENCE f A=0.71 AC / / // / / / / , /gsnm rte/ y I ;I 'I. ' .. . </ � ///,moi/ - r- y' .64 . 1 .I. .... -- .'.6 • :." °CFS __ _ _ 4_ � •. �' , // < / i s/ / ! / A=0.08 AC - ' 1 � ;,, .. -- _, k \ / hyo / ryv� /< < , � �• ` I . I I l." \ \ __�5 •: `'-•r;,,.�;� / / / q /� / AREA V 1 .SSR .-_ \-_,_ - - 650!®,/ SILT FENCE t_ �_,✓' J ` i�I 1 -I N / ' T SMART FENCE A=0.04 AC A=0.14 AC : •I — __-r vI ''•� + '/-660— — IP _ ,-663*. — ' / l�� W��r� 5 1 1 / I y l / t� EROSION/SEDIMENT CONTROL LEGEND NO. KEY SYMBOL DESCRIPTION 3.02 CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3.05 SF - X — X — X- SILT FENCE SMF-XX—XX—XX- SMART FENCE CFS CFS— COMPOST FILTER SOCK 3.07 IP STORM DRAIN INLET PROTECTION 3.20 CD �'—', ROCK CHECK DAMS LIMITS OF CLEARING & GRADING 3.32 PS PERMANENT SEEDING DRAINAGE DIVIDES CRITICAL AREA - DISTURBANVCE IN CRITICAL AREAS TO BE KEPT TO A MINIMUM, ANY DISTURBED AREAS TO BE SEEDED, MULCHED AND TACKED IMMEDIATELY. / 0 ,�� �' Ile•: � ,.� =�, , . rI rrr b. �• r i m� tri%e rra°a{rht i� .iip��giiry %p� ;� I %I A�%% 14 rZ III � III IIIIIIp aIO.>. �.,I�O 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. -o t z i + G NOTES: 1. SLOPES 3.1 AND GREATER SHALL BE PROTECTED WITH SOIL STABILIZATION BLANKETS (EC -2). 2. SUPER SILT FENCE AND ACF ENVIRONMENTAL SMART FENCE OR FILTREXX COMPOST FILTER SOCK MAY BE USED IN LIEU OF ONE ANOTHER WITH VARIANCE FROM FREDERICK COUNTY. 30 15 0 30 3. EXISTING BMP'S TO REMAIN PROTECTED FROM SEDIMENT AT ALL TIMES. SCALE: 1" = 30' ►! . �i� r O ? away, a � _� ma �yesy mm not. ..: rA F ! e .���•. ,, �� , Ili � � I '�' Ir f. ✓�/ �s it � ill � ���� ����� �� � � • I . III \�, VIII I •, '. riQ /III Tl � , N SIN !� ijrl� 0119 FA MATCH LINE SHEET 11 Li VERT 14 AC A TO H1 RT FENCE \ 57 AC I\ px z 0W SP NUMBER: #45-18 Rev. No. I Date Lic. No. 32809 ')� jo4-xY9. DATE: 1 2104/2 01 8 SCALE: 1" = 30" DESIGNED BY: KASITTC FILE NO. 3015L SHEET 10 OF 36 18-14 W Q aU J_ U> O LLI < Q w 0 cn N U LU m ww li W0 LU LL Q a U U LLz SP NUMBER: #45-18 Rev. No. I Date Lic. No. 32809 ')� jo4-xY9. DATE: 1 2104/2 01 8 SCALE: 1" = 30" DESIGNED BY: KASITTC FILE NO. 3015L SHEET 10 OF 36 18-14 / ' Y / \ a i "• .f'A 1 i �IT /", I ' ° � �- \\� I I I .III \.1111 .� ••') . \V 1 1 .� l\ � I � "�� I !\\ �\ / 1 \. \ MERID/.4N OF PUT IVo PG 671 I \ o J, , • I I O l IP 1 1I ��: I .t 0 MATCH LINE SHEET 10 •r 1 � , / • III (I I � 1' � ' �.' 1 � � � AREATO CULVERT /' A=0.14 AC j \ _ _ \ a - \ c '\ '\ \ _ \ � S.•. �� � •!. / ' ,.d-: I I� I' LOU I' 1. AREATO ••\'\ �: 1 AREA TO ,. �\ SMART FENCE 1 \ _' A=0.57 AC \ \ \ 1 1 1\ L W �� W — 4'• / SMARTFENCE A=0.57 AC : 1 O •• .\ \ \ • \ I � . Lu U' \ \ .. It U. STREAM / 4o- / AREA TO \ \\ MOOVABLE ST .\\\ \\\\ \\\\ SILT FENCE A=0.04 AC :•� COMP \\\ \ , ALLOW ACCESS TO.�\ \\ \ — / TRAIL SHALL BE REPLACED AT E�D OF\ _... AREA TO I WORKING DAY \ \ /) \ a -y ":,� `� � � ::� / SILT FENCE A-0.60 AC ;• / �./ �/. / / / I i ./ � •..\ _ � AREA TO _ \ CULVERT T � / , / � A=35.15 AC \ \. / /' Z \ / / / / J _ I. ',•/. pL.S7RDAM (IMERM//TENT -\�\\\.\\\\.\\.�'� \ \.\� �'_�\ -\'1 I-_ _—_ — _\ \ \�\ \\ \\ . \ \ _ \ . `\ \ \ J — W L/�L/ � U K ", �•.ys ell I••• y'� \� /1 `� \. W �2LLI \ 1 .y \ \ 1x,- '' EX. P i / 0 / _ ^ UU \\� � 41ori. EX S7RDAM ro 5 L 1 .% \ ` \ (PER£NNAI) ? \ \ Esso —, �— � vv v `•.,; � v 1AREATEv; SILT FENCE Q I f .'. ` . v� v RESPONSIBLE LAND DISTURBER .\ .\\ \ O �'\�\ U 1 L Ni A=0.14AC //—_——__\ ._ NAME: CERTIFICATION #: Z •. A r i r y IP / �-' AREA TO O\CD SILT FENCE - SF \ \ \ CULVERT DATE: \��\ -'\ '.• \ \ \ \, \. \ . , \ THE RESPONSIBLE LAND DISTURBER THE IS E PARTY FOR Av CARRYING OUT THE LAND DISTURBING X �. �. ` \ ,1 A=0.23AC - . i.� �. V. v A A �` A A 'v \ v� � � � v' v v' v' y vv � � ACTIVITY AS SET FORTH IN THE PLANS. /:.: ` ` \ `\. \\; EROSION/SEDIMENT CONTROL BER' SP NUMBER: #45.18 XF EX. BMP`. / a ` I \\ RT PENCE ., EAR .7AC , \' LEGEND \ NO. KEY SYMBOL DESCRIPTIONRev.NNo Date r /)i y1 .f CE ,.- / t \ ;I / .\ \ :_ 3.02 CE TEMPORARY GRAVEL `. - _�. \ \ CONSTRUCTION ENTRANCE SAY U. POND ` 3.05 SF—X—X—X— SILT FENCE \ \ . \ SMF—XX—XX—XX— SMART FENCE \ O � HO .. •,•'" ,� `N x AREA TO y. - LT FENCE SI 0 15 AC I- , y , W CFS i �(' I ! �+ /'�V ` . \' "_ �._. - \'•.' \\ CFS CFS COMPOST FILTER SOCK U RAN Y L EPLER LIC. NO. 32809 9 _ / AREA TO 18p, COMPOST SOCK ` _ I 1 _ \ . \.,... 3.07 IP STORM DRAIN INLET PROTECTION Cs`S"ONAL �G ' Z 1 1� .-� 4 �' ` i., �\ - NOTES: 3.20 CD --',', ROCK CHECK DAMS ; 1. SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOIL - STABILIZATION BLANKETS (EC -2). LCG LIMITS OF CLEARING d GRADING 2. SUPER SILT FENCE AND ACF ENVIRONMENTAL SMART FENCE DATE: 1 210 412 01 8 SCALE: 1" = 30" ,�>>'V�� 3.32 OR FILTREXX COMPOST FILTER SOCK MAY BE USED IN LIEU OF PS PERMANENT SEEDING ONE ANOTHER WITH VARIANCE FROM FREDERICK COUNTY. DRAINAGE DIVIDES DESIGNED 8Y: KASlTTC 3. EXISTING BMP'S TO REMAIN PROTECTED FROM SEDIMENT AT FOR PHASE 11 EROSION AND SEDIMENT CONTROL ONLY! ! ! ALL TIMES, 30 15 0 30 60 * AREA - DISTURBANVCE IN CRITICAL AREAS TO BE KEPT TELA MINIMUM. NY DISTURBED AREAS TO BE SEEDED, MULCHED AND TACKED IMMEDIATELY. FILE NO. 3015L SHEET 11 OF 36 SCALE: 1" = 30' '18-'l4 x i\\ .s /• i 00 pa A w z r• __ � � .ice, '�7/ �� �d •4� / I � � � p ' - ' .ice, / _ �`__– ,ii, '�<. r,/r� f � • 11 rw `!� •,���.>� � Asa,•••'' �_� � I �� Q;�II��I ►� il�a� / ,• U � \ • �'�� �w .nil �`, � �� J� '� �''!� 1� � =.�... �♦' ♦s yi' � � ,�✓�+ ,gam ��yyy-��. r w, 4 • NN • p 7 e w� s� NO. KEY SYMBOL DESCRIPTION 3.02 CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3.05 SF – X— X — X– SILT FENCE SMF–XX—XX—XX– SMARTFENCE CFS CFS COMPOST FILTER SOCK 3.07 IP STORM DRAIN INLET PROTECTION 3.20 ROCK CHECK DAMS LIMITS OF CLEARING 6 GRADING 3.32 PS PERMANENT SEEDING DRAINAGE DIVIDES / CRITICAL AREA - DISTURBANVCE IN CRITICAL AREAS TO BE KEPT TO A MINIMUM. ANY DISTURBED AREAS TO BE SEEDED, MULCHED AND TACKED IMMEDIATELY. MOVABLE COMPOST CMD v. - / SP NUMBER: if45.16 F LTER SOCK TO CFS / AL W ACCESSS TO Rev. No. Date TRA SHALL BE i REP ED AT END OF WORKI DAY HOFS CD CFS iO`� J �✓ \ A MOVA LE U RLic. No.. NGY C326os809 LTER SOCK TO _ / OW ACCESS TO f REN ` REPSWAM LTRAIL CED HALLEND BE OF ( osSIONALz` RESPONSIBLE LAND DISTURBER %�' ' / j , WORKINGDAY NOTES: / ( /' / / - - ,� DATE: 9 2104/2 01 8 NAME: 1. SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH / / / / s\ . - K CERTIFICATION #: SOIL STABILIZATION BLANKETS (EC -2). �("�/ /i I - �r� / ` SCALE: 1"=30" DATE: 2. SUPER SILT FENCE AND ACF ENVIRONMENTAL SMART FENCE OR FILTREXX COMPOST FILTER SOCK MAY BE (' / .�QE�� .� DESIGNED BY: KAS/7TC THE RESPONSIBLE LAND DISTURBER USED IN LIEU OF ONE ANOTHER WITH VARIANCE FROM IS THE PARTY RESPONSIBLE FOR FREDERICK COUNTY. CARRYING OUT THE LAND DISTURBING FILE NO. 3015E 3. EXISTING BMP'S TO REMAIN PROTECTED FROM ACTIVITY AS SET FORTH IN THE PLANS. SEDIMENT AT ALL TIMES. 30 15 0 30 60 ` SHEET 12 OF 36 SCALE: 1" = 30' 18'14 EROSION AND SEDIMENT CONTROL NARRATIVE Description: The project development will consist of the construction of asphalt trail, boardwalk and Management Strategies: MINIMUM CONSTRUCTION STANDARDS and relocation projects that incorporate natural channel design concepts are not C* 0 concrete sidewalks around Building #2, Building #3 and the Parking Garage. The property is zoned An erosion and sediment control program adopted with this plan must be consistent with P g P man-made channels and shall be exempt from any flow rate capacity and velocity requirements for natural or man-made channels: Outfall from a detention facility shall be discharged to a receiving channel and g Y g g c n °° 0 cue L M1 and is located in Westview Business Centre along Security Drive in Frederick County, Virginia. Construction shall be sequenced such that grading operations will begin and end as quickly as the VSECH for 9VAC25-840-40 minimum standards: energy dissipators shall be placed at the outfall of all detention facilities as necessary � `4 m (D c c The total site area is 36.5259 acres, of which approximately 4.5 acres will be disturbed for possible. a. Concentrated stormwater runoff leaving a development site shall be discharged to provide a stabilized transition from the facility to the receiving channel. _ - ', N r2 construction. The site superintendent shall be responsible for the installation and maintenance of all erosion directly into an adequate natural or man-made receiving Chanel, pipe or storm sewer system. For those sites where runoff is discharged into a pipe or pipe system, h. All on-site channels must be verified to be adequate. = `, Date of Construction: Construction will begin rine 2019 following - Ian approval and will take 9 spring 9 P PP and sediment control measures. Maintenance of these measures throughout the project is 9 P 1 1. applied to denuded areas within Permanent or temporary soil stabilization shall be app/ downstream stability analyses at the outfall of the pipe or pipe system y y p p p p y hall be i. Increased volumes of sheet flows that may cause erasion or sedimentation an - u U) , approximately six (6) months to complete. critical to the effectiveness of the program. seven days after final grade is reached on any portion of the site. Temporary soil performed. P adjacent property shall be diverted to a stable outlet, adequate channel, pipe or pipe 1 P p Y q p p P P 0 c- �' stabilization shall be applied within seven days to denuded areas that may not be at system, or to a detention facility. T w U_ Existing site conditions: The site is currently developed, consisting of commercial office space, After areas above controls have been stabilized, the controls shall be cleaned up and final grade but will remain dormant for longer than 14 days. Permanent stabilization b. Adequacy of all channels and es shall be verified in the following manner: q Y pipes g _ parking lots and stormwater BMP's. Stormwater is collected by the storm sewer and BMPs onsite. removed. shall be applied to areas that are to be left dormant for more than one year. (1) The applicant shall demonstrate that the total drainage area to the point of j. In applying these stormwater management criteria, individual lots or parcels in a 2. During construction of the project, soil stock piles and borrow areas shall be analysis within the channel is one hundred times renter than the contribution Y g g residential, commercial or industrial development shall not be considered to be separate development projects. instead, the development, as a whale, shall be Adjacent areas: The site is bounded by commercial property to the north, east and west of same Electric power, telephone, storm, sanitary, water & gas supply trenches are to be compacted, stabilized or protected with sediment trapping measures. The applicant is responsible P PP g PP p drainage area of the project in question; or considered to be a single development project. Hydrologic parameters that reflect the zoning. Property zoned RA is to the south. seeded and mulched within five (5) days after backfilling. No more than 500 feet are to be open at any one time. for the temporary protection and permanent stabilization of all soil stockpiles on site (2) (a) Natural channels shall be analyzed by the use of a two-year storm to verify ultimate development condition shall be used in all engineering calculations. Offsite areas: No offsite areas will be impacted by this project. as well as borrow areas and soil intentionally transported from the project site. that stormwater will not overtop channel banks nor cause erosion of channel bedLLI k. All measures used to protect properties and waterways shall be employed in a All cut and fill slopes are to be seeded and mulched within five 5 days of completion of P { } Y P 3. A permanent vegetative cover shall be established on denuded areas not otherwise g or banks.Lu manner which minimizes impacts on the physical, chemical and biological integrity of Soils: The existing soil conditions were obtained from the NRCS Soils Survey. Refer to the soils map grading. permanently stabilized. Permanent vegetation shall not be considered established (b) All previously constructed man-made channels shall be analyzed by the use of rivers, streams and other waters of the state. this sheet. Drainage swales shall be stabilized with check dams until vegetation has been well g g until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion. a 10 -year storm to verify that stormwater will not overtop its banks and by theLU use of a two-year storm to demonstrate that stormwater will not cause erosion I. Any plan approved prior to July 1, 2014, that provides for stormwater management Zr r -i Critical areas: Existing Bioretention areas are located onsite and need to be protected from collecting sediment during construction. Existing wetlands, ponds and streams will be impacted by established, at which time the check dams shall be removed. 4. Sediment basins and traps, perimeter dikes sediment barriers and other measures P ' P intended to be first in land disturbing of channel bed or banks; and 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 �, W • . i than design and require permits from the USAGE prior to construction. Disturbance on those areas to Devices listed above are considered minimum era scan and sediment controls. Additional trap sediment shall constructed as a step any activityand shall be made functional before u slo eland disturbance takes place. P P - {c) Pipes and storm sewer systems shall be analyzed by the use of a 10 year natural or man-made Channels if the practices are designed to (I) detain the water - W ,--. be kept to a minimum. P control measures may be necessarydue to contractor phasingor other unforeseen conditions. storm to verify that stormwater will be contained within the pipe or system. quality volume and to release it over 48 hours; (ii) detain and release over a 24-hour LU It is the contractor's responsibility to provide additional measures to those shown, as needed, 5. Stabilization measures shall be applied to earthen structures such as dams, dikes c. If existing natural receiving channels or previously Constructed man-made channels Y period the expected rainfall resulting from the one year, 24-hour storm; and (iii) irir: • Erosion And Sediment Control Measures: Unless otherwise indicated, all vegetative and structural in order to control erosion and contain sediment on site. All measures shall be installed and diversions immediately after installation. or pipes are not adequate, the applicant hall: P P q reduce the allowable peak flow rate resulting from the 1,5, 2, and 10 -year, 24-hour � . erosion and sedimentcontrol measures shall be constructed and maintained according to the minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook. according to the standards and specifications in the Virginia Erasion and Sediment Control Handbook. 6. Sediment traps and sediment basins shall be designed and constructed based upon - (1) Imbanksrove the channels to a condition where a 10ear storm will not overtop the equal to the storms to a level that is less than ore peak flow rate from the site q assumingit was in aood forested condition, achieved through multiplication of the the total drainage area to be served by the trap or basin. and a two-year storm will not cause erosion to the channel, the bed, or the forested peak flow rate by a reduction factor that is equal to the runoff volume from Structural Measures: Stormwater Management: a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre banks; or the site when it was in a good forested condition divided by the runoff volume from of drainage area and the trap shall only control drainage areas less than three acres. (2) Improve the pipe or pipe system to a condition where the 10 -year storm is the site in its proposed condition, and shall be exempt from any flow rate capacity Phase I: Increased runoff from this development will be controlled by the Project's stormwater b. Surface runoff from disturbed areas that is comprised of flow from drainage areas contained within the appurtenances; PP and velocity requirements for natural or man-made channels as defined in any regulations promulgated pursuant to 629-44.15:54 or 62.1-44.15;65 of the Act. management facilities (See stormwater management plan sheet 36 for calculations). g P g P § greater than or equal to three acres shall be Controlled by a sediment basin. The (3) Develop a site design that will not Cause the pre -development peak runoff rate Install Temporary Construction Entrance with Wash Rack {3.02) as shown on the plan to minimize P ry minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of from a two-year storm to increase when runoff outfalls into a natural channel or m. For plans approved on and after July 1, 2014, the flow rate capacity and velocity sediment carried onto roadway. Maintenance Program: drainage area. The outfalls stem shall, at a minimum, maintain the structural 9 Y will not cause the pre -development peak runoff rate from a 10 -year storm to requirements of § 62.1-44.15:52 A of the Act and this subsection shall be satisfied by lams to the intercept and detain small amounts of sediment Install silt fence {3.06} as shown on p p 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 increase when runoff outfalls into a man-made channel; or compliance with water quantity requirements in the Stormwater Management Act (§ 62.1-44.15:24 et seq. of the Code of Virginia) and attendant regulations, unless such from disturbed areas duringconstruction in order to prevent sediment from leaving the site. All control measures shall be inspected daily by the site superintendent or his representative Conditions expected to exist while the sediment basin is utilized. 4 Provide a combination of channel improvement, stormwater detention () P nor other - land -disturbing activities are in accordance with 9VAC25 870-48 of the Virginia and within 24 hours after any storm event greater than 0.5 inches of rain per 24-hour period. measures which is satisfactory to the VESCP authority to prevent downstream Stormwater Management Program (VSMP) Regulation or are exempt pursuant to Install inlet protection (3.47) at storm drain inlets as shown on the plans to prevent sediment from Any damaged structural measures are to be repaired by the end of the day. Seeded areas 7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. subdivision C 7 of § 62.1-44.15:34 of the Act. entering, accumulating in and being transferred through the storm drain system, shall be checked regularly to ensure that a good stand of grass is maintained. All areas shall erosion. Slopes that are found to be eroding excessively within one year of be fertilized and reseeded as needed until grass is established. permanent stabilization shall be provided with additional slope stabilizing measures d. The applicant shall provide evidence of permission to make the improvements, n. Compliance with the water quantity minimum standards set out in 9VAC25-870-66 of Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed on all critical slopes (3:1 until the problem is corrected. e. All hydrologic analyses shall be based on the existing watershed characteristics and the Virginia Stormwater Management Program (VSMP) Regulation shall be deemed or greater) and as needed to stabilize disturbed areas. Trapped sediment is to be removed as required to maintain 50% trap efficiency and disposed 8. Concentrated runoff shall not flow down cut or fill slopes unless contained within an the ultimate development condition of the subject project. P l P 1 to satisfy the requirements of this subdivision 19. Phase Il: of by spreading on site. adequate temporary or permanent channel, flume or slope drain structure. f. If the applicant chooses an option that includes stormwater detention, he shall obtain Inlet protection shall be checked regularly for sediment build-up. If the gravel outlet is clogged 9. Whenever water seeps from a slope face, adequate drainage or other protection approval from the VESCP of a plan for maintenance of the detention facilities. The Phase I controls shall remain into Phase II for the duration of the project or until drainage area is by sediment, it shall be removed and cleaned or replaced immediately. shall be provided, plan shall set forth the maintenance requirements of the facility and the person stabilized. 10. All storm sewer inlets that are made operable during construction shall be protected responsible for performing the maintenance. � The contractor is responsible for keeping existing public roads in a Clean, dust and mud free, so that sediment -laden water cannot enter the conveyance system without first being r Install inlet protection (3.07) at storm drain inlets as shown on the plans to prevent sediment from condition at all times. filtered or otherwise treated remove sediment. LU entering, accumulating in and being transferred through the storm drain system. Erosion and sediment control program: 11. Before newly constructed stormwater conveyance channels or pipes are made Fill slope surface shall be left in a roughened condition to reduce erosion, see Plate 3.29-4. operational, adequate outlet protection and any required temporary or permanent Contractor shall redirect the concentrated flow away from the fill slope by installing diversion dike 1. Hold pre -construction meeting on site with inspector, channel lining shall be installed in both the conveyance channel and receiving and divert the runoff to sediment traps or sediment basins. 2. Clearing and grubbing for sediment control devices only (Silt Fence). channel. 3. Placement of sediment Control devices. 12. When work in a live watercourse is performed, precautions shall betaken to minimize [- Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed on all critical slopes (3:1 4. Obtain inspector's approval prior to beginning grading operations. encroachment, control sediment transport and stabilize the work area to the greatest CLC� or greater) and as needed to stabilize disturbed areas. 5. Clear and grub main area of site protected by installed E&S controls. extent possible during construction. Nonerodibie material shall be used for the 6. Rough grade site area. 7. Final construction of causeways and cofferdams. Earthen fill may be used for these Contractor to coordinate relocation of existing utilities as necessary. grading. structures if armored by nonerodible cover materials. > Vegetative Measures: 8. Restoration and stabilization of disturbed areas. 9. Remove erosion and sediment control measures with the approval the inspector.. 13. When a live watercourse must be crossed by construction vehicles more than twice W J of in any six-month period, a temporary vehicular stream crossing constructed of Z Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days Note: The Frederick County Public Works and Engineering Department retain the right to add nonerodible material shall be provided. Q after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied and/or modify these erosion and sediment control measures during the construction 14. AIV applicable federal, state and local requirements pertaining to working in or , �- W 0 within seven (7) days to denuded areas that may not be at final grade but will remain dormant for process„ within reason, to ensure adequate protection to the public and the crossing live watercourses shall be met.< f _r' longer than fourteen (14) days. Permanent soil stabilization shall be applied to all areas that are to environment, cn be left dormant for more than six (6) months. 15. The bed and banks of a watercourse shall be stabilized immediately after work in the 728. <. �' Z Q Seeding schedule (soil stabilization): - - watercourse is completed. _. ..:: . < LL Topsoil that has been stockpiled shall be surrounded with silt fence and protected by mulch and/or 16. Underground utility lines shall be installed in accordance with the following standards � �W 0S W d temporary vegetation immediately after grading. 1. All permanent seeding shall be in accordance with section 3.31 & 3.32 of the VESCH. in addition to other applicable Criteria: � W W 2. 2. Spread topsoil at a minimum depth of four (4) inches. 17 Z W All earth berms, diversions and sediment trap embankments are to be machine -compacted, seeded 3. Incorporate pulverized agricultural limestone into the topsoil at a rate of 92 lbs. per 1,000 a. No more than 500 linear feet of trench may be opened at one time, 50 � and mulched (hay mulch or straw) for temporary and/or permanent vegetative cover immediately after' constructions square feet (2 tons per acre). 4. Fertilize with 10-10-10 fertilizer at a rate of 23 lbs per 1,000 square feet (1,000 lbs b. Excavated material shall be placed n the uphill side of trenches. - ` 44C ' 5 Q per acre), c. Effluent from dewatering operations shall be filtered or passed through an approved `�� 11113 Erosion control mats shall be installed over steep (2:1) cut and fills slope which have been brought final grade and seeded to protect from rill and gully erosion. 5. Seed all areas with a seed mix Consisting of 67%Kentucky 31 Tall Fescue and 33°/° Red Top Clover. sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off-site property. Wto �► fC �f 6. Mulch all seeded areas with straw mulch applied at a rate of 3,540 lbs per acre anchored d. Material used for backfilling trenches shall be compacted in order to - f� properly Q Variance Request: with cutback or emulsified asphalt applied at a rate of 200 gallons per acre. minimize erosion and promote stabilization. G Q .. We are requesting the use of alternative erosion and sediment control measures that are not listed Dust control: e. Restabilization shall be accomplished in accordance with this chapter. 4iC 41C in the Virginia Erosion and Sediment Control Handbook. f. Applicable safety requirements shall be complied with - 1. Temporary seeding shall be applied to all disturbed areas subject to little or no 1. Filtrexx - Compost Filter Sock: The compost filter sock is equivalent to silt fence, see detail on construction traffic. 17. Where construction vehicle access routes intersect paved or public roads, provisions sheet 14. This will allow for less disturbance since it can be installed on the surface and 2. All haul roads and other heavy traffic routes shall be sprinkled with water until the surface shall be made to minimize the transport of sediment by vehicular tracking onto the requires no excavation. is wet and repeated as needed to control dust. paved surface. Where sediment is transported onto a paved or public road surface, " 4 2. ACF - Smart Fence HD: Equivalent to super silt fence, see detail on sheet 14. the road surface shall be cleaned thoroughly at the end of each day. Sediment shall _.= '35 be removed from the roads by shoveling or sweeping and transported to a sediment 9C 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.j1 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 SP NUMBER. #45-1$ and peak flow rate of stormwater runoff for the stated frequency storm of 2.4 -hour Rev' No. Date duration in accordance with the following standards and criteria. Stream restoration H op O� Legend Q Navy Federal Credit Union '_ - RAN Y L. � EPLER Parcel Boundary (Approximate) Lic. No 32809 Soils -0 D J S cv 1B!BERKS CHANNERY SILT LOAM, 2 TO 7 PERCENT SLOPES --- 35:PAGEBROOK SILTY CLAY LOAM 10NAL 41C:WEIKERT-BERKS CHANNERY SILT LOAMS, 7 TO 15 PERCENT SLOPES - 41E:WEIKERT-BERKS CHANNERY SILT LOAMS, 25 TO 65 PERCENT SLOPES -. 9C:GLEARBROOK CHANNERY SILT LOAM, 7 TO 15 PERCENT SLOPES DATE: 12f0412018 ---_ W:WATER - SCALE: NIA SOILS MAP NAVY FEDERIAL CREDIT UNION DESIGNED BY: KASIliC FILE NO. 3015L Feet SHEET 13 OF 36 400 0 400 18-14 1 I ■ 1 ■. s� - � a :k ♦ ar�tar• ..artat.l.t.l.rararat• aralaira al �. 1-1I II Il 11=1irJl�l+r� +�tat%l�r.�c�<at...... r►r�f�rar•+t�r�r�r ri tt: r 11-11 II 11=11 --- 0 SIDE ELEVATION r?• Mray. LVOOT 11 I I—POV7VE A"Mrr COURSE AGGR£GAITF ASTM D4884 B TO SEF1MfNf Grab Tensile I TRAPPING AE:�CE • MUST FXTE]VD FULL WIDTH Puncture of INGRESS mo FORM oP ERATION PLAN VIEW 10' MIN, JLU I LUN A -A REINFORCED UUNUKtlt ` DRAIN SPACE SECTION B -B SOURCE AL4F'TED from 1981 Alaryland Standards for-, if smsion and Sediment Control, and Ira. DSWC Plote J.02-1 STANDARD CONSTRUCTION DETAIL # 3-16 Pumped Water Filter Bag ` I WELL VEGETATED, GRASSY AREA DISCHARGE HOST= HEAVY DUTY LIFTING STRAPS (RECOMMENDED) PLAN VIEW CLAW$ FILTER BAG WELL VEGETATED. GRASSY AREA O,SCFIARGE k9pSE- FLISIP (WAKE FAC7. ZT-11101=19 Low volume filter bags shall be made from non -woven geotextile material sewn with high strength, double stitched "J" type seams. They shall be capable of trapping particles larger than 150 microns. High volume filter bags shall be made from woven geotextiles that meet the following standards: Property Test Method Minimum Standard Avg. Wide Width Stren qth ASTM D4884 60 Iblin Grab Tensile ASTM D-4632 2051b Puncture ASTM D-4833 110 Ib Mullen Burst ASTM D-3786 3501 psi UV Resistance ASTM D-4355 70% ACTS % Retained ASTM D-4751 80 Sieve A suitable means of accessing the bag with machinery required for disposal purposes shall be provided- Filter bags shall be replaced when they become 1/2 full of sediment. Spare bags shall be kept available for replacement of those that have failed or are filled. Bags shall be placed on straps to facilitate removal unless bags come with lifting straps already attached. Bags shall be located in well -vegetated (grassy) area, and discharge onto stable, erosion resistant areas. Where this is not possible, a geotextile underiayment and flow path shall be provided. Bags may be placed on filter stone to increase discharge capacity. Bags shall not be placed on slopes greater than 5%. For slopes exceeding 5%, clean rock or other non -erodible and non-polluting material may be placed under the bag to reduce slope steepness. Fee 9 met available. 363-2134-008 f March 31, 2012 Page 54 CONSTRUCTION OF A SILT .FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"0" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLCPE ALONG THE LINE OF POSTS. _ C 1111 FLOW J` SII I 4' 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. FLOW EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOURCE: Ada led from o c ' t PIATE. 3.05--1 3mrvmd k iya>d POST TENSIONING TIE ITYP OF 4) I 5 FT. METAL T -POST 9 TYPICAL (1.25 LB/FT MINIMUM) POST TENSIONING TIES - 1O INCHES FABRIC ANCHORAGE DEPTH f 47' 722 ATTACHMENT POINTS (USING, ORANGETRENCHING NYLON TIES OR METAL WIRE] INDICATOR LINE LOCATED AT REINFORCED POST TENSIONING CABLE CHANNEL ATTACHMENT NYLON TIES OR (TYP AT EACH T -POST) METAL WIRE FOR POSTS SHALL BE PLACED BELOW TENSIONING TIE LOCATION WITHIN LOWER 1 INCH OF REINFORCED POST TENSIONING CABLE CHANNEL —REINFORCED POST TENSIONING CABLE CHANNEL I ISOMETRIC VIEW 2' MINIMUM LENGTH ALTERNATE WEIGHT OF 2'X 4' 0hgMK)W ARE w NCH ES 2' X 4' WEIR FOtERAHCfS• Ew,.m GRAVEL ANGUU1fc NACH KENO SIDE ELEVATION RYO PLACE D€CLN44L [aGAl P$(,1PKIARI AND CON FDENTK MME PLACE DECMAI urGN THE NFOR 9M COHW.NED N INR een DFA'N1W_ 6 THE 501E NbOPICY PF ACF 2' X 4- SPACER EWRCVA ENTAL. ANY REPROF7OVON N RARE OR AS AMOLE %TrHOUI 34E NWAss! WDON fRF� MUEN KRl 10M OF.AGF , F,PAA3lnNMEFRAL 6PW']NIBR APP MION DO N01 SCALE DUNNG 5 FT, METAL T -POST (1.25 LB/FT MIN.) SMART FENCE HD INSTALLED WITH T -POSTS RUNOFF WATER WITH SEDIMENT GRAVEL AND WIRE MESH DROP IML E T SEDIMENT FILTER 18°' MIN. �— GRAVEL(12-MIN. DEPTH) SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE. 3.07-2 CURB INLET PR O TE C TION ,WITH 2 -INCH X 4 -INCH WOODEN WEIR GRAVEL 61 MAXIMUM SPACING OF 2'X4' SPACERS -� 2' X 4' ANCHORS EMERGENCY OVERFLOW '•s.����i� 1 r#+fir-Ai�F•,+. �;� 2" X 2" X 36" WOODEN STAKES PLACED 1O" O.C. FILTREXXO SOXXTFN (12' TYPICAL) BLOWNIPLACED FILTER MEDIAT" WORKAREA AV EA T9 I3E PROTECTED 12" MIN SECTION NTs 2" X 2" X 36" WOODEN STAKES PLACED 10' O.C. WATER FLOW 4 WORK AREA i I i d PLAN NTs AREA TO BE PROTECTED FILTREXXV SOXXTNE (12" TYPICAL) NOTES: 1. ALL MATERIAL TO MEET FILTREXX0 SPECIFICATIONS. 2, FILTER MEDIAm FILL TO MEET APPLICATION REQUIREMENTS. 3. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER, FILTREXX(g) SEDIMENT CONTROL NTS GRAVEL CURB INLET SEDIMENT FILTER ���„iiL�: t'+► -rte,,,. , #r I ft 111Th-..I�i'Z601i 2.1 i•' c=llllll�llfllf - �lIIII �f - - i THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. 0 GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE 3.07-6 BLOCK & GRAVEL CURB INLET SEDIMENT FIL TER CURB INLET RUNOFF OVERFLOW WATER WITH FILTERED WATER SEDIMENT _ — SEDIMENT '" •I' WIRE SCREEN 2' X 4' WOOD STUD OURS INLET SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. • GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE SOURCE: VA. DSWC PLATE 3.07-8 ROCK CHECK DAM CLASS 1 WPRAP TABLE 3.31--8 N Lr) E ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS r- N `t C04 J In 'M (Q Nk tU "QUICK REFERENCE FOR ALL REGI❑NS° _ 'rn PaIN n>s C o d 3 a`" Rate l Planting Dates Species Clbs,/acre) •- Sept, 1 - Feb, 15 50/50 Mix of Annual Ryegrass CLolium mu(ti-f lorum) & 50 - 100 Cereal (Winter) Rye, (Secal cereale) 0 Feb. 16 - Apr. 30 Anual Ryegrass 60 - 100` W (Lollium multi-florum) W W Z Lu 0 May 1 - Aug, 31 German Millet 50 z (Setaria italica) W Seeding Seed shall be evenly applied with a broadcast seeder, drill, cultipacker seeder or hydroseeder, Small grains shall be planted no more than one inch deep, Grasses and legumes shall be planted with no less than 1/4" soil cover, TABLE 3.32-C SITE SPECIFIC PERMANENT SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA Total Lbs, Minimum Care Lawn Per Acre Commercial or Residential 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 90-100% - Improved Perennial Ryegrass 0-107 - Kentucky Bluegrass 0-10/ High -Maintenance Lawn Minimum of three (3) up to five (5) varieties of bluegrass from approved list for use in Virginia. 125 Lbs General Slope (311 or less) - Kentucky 31 Fescue 128 lbs. - Red Top Grass 2 lbs, Seasonal Nurse Cropx)K 20 lbs 150 Lbs Low -Maintenance Slope (Steeper than 34) Kentucky 31 Fescue 108 Lbs. Red Top Grass 2 lbs. Seasonal Nurse Crop3K*E 20 lbs. Crownvetch xx* 20 lbs. 150 lbs x Perennial Ryegrass will germinate faster and at lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed, )K* Use seasonal nurse crop in accordance with seeding dates as stated belawl March, April through May 15th Annual Rye May 16th through August 15th Foxtail Millet August 16th through Sept„❑ct, Annual Rye November through February Winter Rye *m If F(atpea is used, increase to 30 lbs”/acre. All legume seed must be properly inoculated" Weeping Lovegrass may also be included in any slope or low-maintance mixtures during warmer seeding periods) add 10-20 lbs/acre in mixes. % a SAND BIG OR 2' MINIMUM LENGTH ALTERNATE WEIGHT OF 2'X 4' 2' X 4' WEIR `. GRAVEL SIDE ELEVATION . - ate: +•�•,�, : - r/���y�� 2' X 4- SPACER J WIRE MESH <0 _j INLET W SPECIFIC APPLICATION TO UO PIPE 06 W THIS METHOD OF INLET PROTECTION IS APPLICABLE W W Id TO CURB INLETS WHERE A STURDY, COMPACT INSTALLATION W W LL IS DESIRED. EMERGENCY OVERFLOW CAPABILITIES ARE TZ TZ MINIMAL, SO EXPECT SIGNIFICANT PONDING WITH THIS MEASURE. 'GRAVEL SHALL BE VDOT COARSE AGGREGATE #3, X1357 OR MI5 SOURCE: USDA SCS PLATE 3.07-7 2" X 2" X 36" WOODEN STAKES PLACED 1O" O.C. FILTREXXO SOXXTFN (12' TYPICAL) BLOWNIPLACED FILTER MEDIAT" WORKAREA AV EA T9 I3E PROTECTED 12" MIN SECTION NTs 2" X 2" X 36" WOODEN STAKES PLACED 10' O.C. WATER FLOW 4 WORK AREA i I i d PLAN NTs AREA TO BE PROTECTED FILTREXXV SOXXTNE (12" TYPICAL) NOTES: 1. ALL MATERIAL TO MEET FILTREXX0 SPECIFICATIONS. 2, FILTER MEDIAm FILL TO MEET APPLICATION REQUIREMENTS. 3. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER, FILTREXX(g) SEDIMENT CONTROL NTS GRAVEL CURB INLET SEDIMENT FILTER ���„iiL�: t'+► -rte,,,. , #r I ft 111Th-..I�i'Z601i 2.1 i•' c=llllll�llfllf - �lIIII �f - - i THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. 0 GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE 3.07-6 BLOCK & GRAVEL CURB INLET SEDIMENT FIL TER CURB INLET RUNOFF OVERFLOW WATER WITH FILTERED WATER SEDIMENT _ — SEDIMENT '" •I' WIRE SCREEN 2' X 4' WOOD STUD OURS INLET SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. • GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE SOURCE: VA. DSWC PLATE 3.07-8 ROCK CHECK DAM CLASS 1 WPRAP TABLE 3.31--8 N Lr) E ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS r- N `t C04 J In 'M (Q Nk tU "QUICK REFERENCE FOR ALL REGI❑NS° _ 'rn PaIN n>s C o d 3 a`" Rate l Planting Dates Species Clbs,/acre) •- Sept, 1 - Feb, 15 50/50 Mix of Annual Ryegrass CLolium mu(ti-f lorum) & 50 - 100 Cereal (Winter) Rye, (Secal cereale) 0 Feb. 16 - Apr. 30 Anual Ryegrass 60 - 100` W (Lollium multi-florum) W W Z Lu 0 May 1 - Aug, 31 German Millet 50 z (Setaria italica) W Seeding Seed shall be evenly applied with a broadcast seeder, drill, cultipacker seeder or hydroseeder, Small grains shall be planted no more than one inch deep, Grasses and legumes shall be planted with no less than 1/4" soil cover, TABLE 3.32-C SITE SPECIFIC PERMANENT SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA Total Lbs, Minimum Care Lawn Per Acre Commercial or Residential 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 90-100% - Improved Perennial Ryegrass 0-107 - Kentucky Bluegrass 0-10/ High -Maintenance Lawn Minimum of three (3) up to five (5) varieties of bluegrass from approved list for use in Virginia. 125 Lbs General Slope (311 or less) - Kentucky 31 Fescue 128 lbs. - Red Top Grass 2 lbs, Seasonal Nurse Cropx)K 20 lbs 150 Lbs Low -Maintenance Slope (Steeper than 34) Kentucky 31 Fescue 108 Lbs. Red Top Grass 2 lbs. Seasonal Nurse Crop3K*E 20 lbs. Crownvetch xx* 20 lbs. 150 lbs x Perennial Ryegrass will germinate faster and at lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed, )K* Use seasonal nurse crop in accordance with seeding dates as stated belawl March, April through May 15th Annual Rye May 16th through August 15th Foxtail Millet August 16th through Sept„❑ct, Annual Rye November through February Winter Rye *m If F(atpea is used, increase to 30 lbs”/acre. All legume seed must be properly inoculated" Weeping Lovegrass may also be included in any slope or low-maintance mixtures during warmer seeding periods) add 10-20 lbs/acre in mixes. % a SPACING BETWEEN CHECK DAMS L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION SOURCE: VA, DSWC PLATE. 3.20-2 r�r U r . - ate: +•�•,�, : - r/���y�� J <0 SPACING BETWEEN CHECK DAMS L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION SOURCE: VA, DSWC PLATE. 3.20-2 SP NUMBER: #45-18 Rev. No. Data -sc'vf4Ho VIR RAN?Y L. EPLER Lic. No. 32809 �c '[(NAL DATE: 12/014120118 SCALE: - N/A DESIGNED BY: KAS/TTC FILE NO. 30115L SHEET 14 QF 36 18-'14 r�r U J <0 _j W UO 06 W om W W Id W W LL TZ TZ Lim SP NUMBER: #45-18 Rev. No. Data -sc'vf4Ho VIR RAN?Y L. EPLER Lic. No. 32809 �c '[(NAL DATE: 12/014120118 SCALE: - N/A DESIGNED BY: KAS/TTC FILE NO. 30115L SHEET 14 QF 36 18-'14 I "I J ` }1 PROPOSED Aa �1�` -682 SIDEWALK SEE NOTE #2 I THIS SHEET y l FUTURE e PROPOSED t / �i --�" -�- - - •• END SIDEWALK SIDEWALK l ` �'-- --� B- TRAIL #3 PHASE 2 CROSSWALK r �rB' ; }�./f�1,` -- ------sem - - _ - "• ., - _ PHASE 1 _ INV SEE NOTE #2-� a�7- ' �. -� - -� `�. " f� - -•----� -' PROP. SIDEWALK PROP. BOARDWALK ,f THIS SHEET EX. HANDICA / - �"- - --= _ , ��... 1 RAMP L ° as - �`��'`" �..�.r r TRAIL #5 _ PROPOSED 3d' @ I1.5°/o SIDEWAL ll _ '•, �---PROP, STAIRS (18 ti G-1 2•-W BAN RAIL `-_ PST �� 2" 66io - _81 PL -_ C�� ----_ _ VJ! HANDRAIL4 -- IM�r NO. 0 10008162 PROPOSED ` �--�� TYP. t` _ EX. _~ ~ i EX - G I ' LIMITS OF 0 ; -1i�ISrURBANCE- m F F_ C 'N 't *104 yr , W J,9!,4 C LU _ , 5 O RV i�4 o €m FUTURE BOARDWALK Z�- TO BE CONSTRUCTED �' J IN PHASE 2 i BOARDWALK SLOPES APPROXIMATE, DESIGN BY OTHERS, SEE PROFILE FOR APPROTTGfV�bE & LANDINGS SHT 22. + � k d 30' @ u% �f •` O Mi ROPERiY LINE � � i ' 8�,=3 �? r, U LU LU L J ,W. ESM'T PROPOSE© . :• . ". L~� 30' @ 8.0% I V I CROSSWALK ; •i I PROPOSED SIDEWALK B, TIE INTO I PROPOSED EX 5/W r,.". EXISTING SIDEWALK �� CROSSWALK V •' u '� L -, I `' °> '� isv EX. S/w 77 Ica Uj LQ co to PRO jf - f `-e � � • ��• �!' r�' I+ � \ Fes- � ` / � II �• I•: EXISTING c' 1 PROPOSED WWALK � f DUILDlNG 1a, c) ;p. I T I u I EX SIGN 1 f Q } ` 1 J TRAIL #9 - - �. `! \ z Z ILL! CLL cn Uj a 11.! 0 w w Z 0L_ r' - LL - `� .' , •� — INST. N 170009030 '� m z L_ _- -. coo 5 0 + ' h, E S/Wrn ! \ ( - --- I EX. S/W i x - - - �— I- �,�„ Cr+ r [L7 I r a 4/ _ y - ti/= `�"►.`� y � � r • EX 4 'i U+ IW'! y - �'0'� ':;�.� .. '� :'� . r .�J � `on ET1 I - ;' -� "- X. CG; EX, CG �n T11` • re . ''r^' , �•.. ` ... R• f` .� •.. CEX G r. -- -- p ` � i i I �+ -• C. �' . -- A �, y - SEX CROSSWALK ---_ • ^ _� ,� � ` � f� __ - ! 4' PROP, 20 - fEX, S�/WC755 __4 F.N. ESMT, . T EX. HANDICAP RAMPS B �rX S p r! 4 ", `' ` PROPOSED Ofi T E IN E?. SID WAL �- - a' INS 0 00 162 f I I / "� �' 5� F '; S QE LK ROgOSE `` .- EX G'ROSSW ` SIDEWALK -- h 3 i 1� P OPOS_Ep EX CC RAID#13 SID WAt� PE B SEE NOTE #2 � I ,q THIS SHEET "'• � - " �. - _ „ � : ;,• F W 'E5M T PROP 1 t r . Y v_ DG � ;. � ,,_ .. � < - _, _, �_ . - �;� � NOTES: Y °. - I _ ►\ .� - '--- , ., � � - - , .W. SMT. `�` - _—•Fi,�{ -- — * � _ _ — _- i � � INTO E7�� 1. THE UNITED STATES ACCESS BOARD ARCHITECTURAL BARRIERS ACT {ABA} ACCESSIBILITY STANDARDS CHAPTER 67fi - SP NUMBER: #45-18 �+ ^'�. y — •-'(�__ SJ17EALK 1©:RECREATION FACILITIES SECTION 1017 TRAILS WAS USED IN THE DESIGN OF THE TRAIL. DUE TO THE STEEP (0$0 r •�, 74 TERRAIN IT 15 NOT PRACTICABLE FOR ALL OF THE TRAIL TO COMPLY WITH 1017 SECTION 1017 WAS ONLY APPLIED Rev. No. Date ° C SSytijA .. r , _ _--- --' - - F • ,_ TO PORTIONS OF THE TRAIL THAT WERE PRACTICABLE. SEE OVERALL SITE PLAN, SHEET 4, FOR PORTIONS OF T •:p� ; , TRAIL IDENTIFIED TO FOLLOW SECTION 1017 ` yr _ a 2. PORTIONS OF IL THAT LOW -- ���- ,;. �� 4 ALL TRAIL SLOPES OVER 5°i° ARE IDENTIFIED ON THE SHEETS 15-2A P TION TRA FOL. 30D _ — a 7.71 FOR SLOPE AND LENGTH., _ _ _ - — \ EX CROSSWALK EX. ~� Y EX. CG � PROP. 20'FIN, ESM7. ,a„ SECTION 1097 SHALL NOT EXCEED TABLE 1D1 EX HANDICAP J � � 3. ALL SIDEWALKS (CONCRETE TRAILS) ARE 5' WIDE AND ASPHALT TRAILS ARE 6' WIDE. J _` {]RIVE RAMPS EX. c J eCURIT ' EX• CG 50' R1W EX, CG --- I — EX HANDICAP TIE INTO EX. t _ �7 y I 69' r�7 8% �3 = INST.#1 d 000 f 5014 �� r T S EWALK EX HANDICAP EX. j0' _F_C.SA. SAV_^E�ticfl- RAMPS - =r 111 EX HANDICAP RAMPS EX. CG - —1 1 4 t -�I'� N.11�D1fs41--G----G-- RAMPS - r Ex CG T — -'S G-� _ ft �r+f � _ ,. :O' _ . VNO � G- .4 — I �S '- - 1 v , PRO OSED / J � i to " / �Nt_ S EX. CG S/W-_ tE . : 4. TRAIL SURFACES SHALL BE FIRM AND STABLE. A FIRM TRAIL SURFACE RESIST DEFORMATION BY INDENTATIONS. A 1:20 (5%) 1:12 (8.33%) STABLE TRAIL SURFACE IS NOT PERMANENTLY AFFECTED BY EXPECTED WEATHER CONDITIONS AND CAN SUSTAIN 1:12 (8.33%) 1:10 (10%) NORMAL WEAR AND TEAR FROM THE EXPECTED USES BETWEEN PLANNED MAINTENANCE,, RAN L� p 5. CROSS WALKS SHALL BE TYPE A CLASS I WHITE PAVEMENT MARKING. LONGITUDINAL LINES SHOULD BE 12 TO 24 INCHES WIDE AND SEPARATED BY GAPS OF 12 TO 60 INCHES. THE DESIGN OF THE LINES SHOULD AVOID THE� Li c N d• 32809 WHEEL PATHS IF POSSIBLE, AND THE GAP BETWEEN THE LINES SHOULD NOT EXCEED 2.5 TIMES THE WIDTH OF THE o -Z&) l� LONGITUDINAL LINES. �ts 6. CROSSWALK SYMBOLS SHOWN ON THE PLAN ARE TO SHOW THE LOCATION OF THE PROPOSED CROSSWALKS. CROSSWALK MARKINGS ARE TO BE LONGITUDINAL WITH THE FLOW OF TRAFFIC AND MATCH THE EXISTING CROSSWALK MARKINGS ON THE NFCU CAMPUS, 7. LANDSCAPE TREES AROUND BUILDINGS 1-3 AND PARKING GARAGE THAT ARE IN CONFLICT WITH THE TRAIL SHALL DATE: 12104/2018 BE RELOCATED ADJACENT TO TRAIL. TREES WHICH ARE DAMAGED DURING RELOCATION SHALL BE REPLACED WITH A TREE OF THE SAME TYPE. THERE SHALL BE NO REDUCTION IN THE NUMBER OF LANDSCAPE TREES. 8. THE UNDERGROUND UTILITIES SHOWN HEREON HAVE NOT BEEN PHYSICALLY LOCATED BY THE SURVEYOR, SCALE: 111 = 30' HOWEVER, THE INFORMATION WAS OBTAINED FROM EXISTING PLANS AND/OR SURFACE FACILITIES, NO �Iy, �S — f GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN /! '�A' � Table 1017.7,1 Maximum Running Slope and Segment Length SERVICE OR ABANDONED. NO WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION DESIGNED BY: KASIT7C ,rte I; o F , 30 i5 ( �30 80 �o F.e.s.A. -� - EX. CROSSWALK I WATER LINE ESMT Running Slope of Trail Segment Steeper Than But not Steeper than Maximum Length of Segment 1:20 (5%) 1:12 (8.33%) 200 feet (fit m) 1:12 (8.33%) 1:10 (10%) 30 feet p m) 1:10 (10%) 1:8 (12%) 1-6—feet (3050 mm) INDICATED ALTHOUGH THEY ARE SHOWN AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. 9. CONTRACTOR SHALL COORDINATE WORK NEAR FREDERICK WATER (F. W.) FACILITIES WITH THE F.W. INSPECTOR. FILE NO. 3015E TEST PITS AND WORK SHALL BE PER THE F.W, INSPECTOR REQUIREMENTS (TYP.). 10. TOP OF WALL (TW) AND BOTTOM OF WALL (BW) ELEVATIONS ARE THE PROPOSED GRADE (GROUND) ELEVATIONS SHEET is OF 36 AT THE RETAINING WALL. y SCALE; 1 f0� INST. NO. 120013 +3t3V. ti j � EX. ,�5 11. PEDESTRIAN RAILING (GUARDRAIL) MAY BE LOCATED ON TOP OF THE PROPOSED/ RETAINING WALLS OR OFFSET 18-14 �_� A , i f( I f { BETWEEN THE TRAIL AND WALL, UNLESS SHOWN OTHERWISE. `F . , . / *1 , , I j- ., rte' l 1-4 Up 3 0 IM \� MERIDIAN OF PLA LL DB 607 PG 671 . - P PRD �� � � ...____�. • ' • - - Y EX 30 &' E ESM ,,- �r - - r ,� ' SRN SEW If T 'INST. 010006153 moo. o f .✓ '� i 1�: ' } j 'r: ' - _L • LA Lu ZW r f \ do TW -664.36 4 END PAVEMENT o c ,►� START BOARDWALK _ _ BW=661.91 _ 1, TW -665.60 TW -665.00 ' � � �' • =666.25 - TW=663.72 = _ �� ` �' � . - '� f,� ��: � ryn�lop BW64AQ BW=663.00 BW=662.30 - r �-� BW=661,90 �� /! j ," �., _lw=663:4a oSTREAM MER - - y TW=663.1 _ t _ a MP _ . . . . • .: : : : . _ < : _ BW=662.98 PH R XI pR 1 TW 663.87 -• .- ,rte •� o i o E AL J � B -661.5 �. +...� � ,i% .' a ,�'" / ``. • � � , E`er PPQ PRO�� A 22 1, BW=663.83 'N + 68r .� SEE SHT 26 FOR . o �'� ' o'` PROP. RETAINING 5kC3Q SSE S r� i-fi68-Y / / ! y WALL WIPEDESTRfAN d'4 j 6 DITCH LINING ! •' J GUARDRAIL RAILING ) \ • , - . LIN , .. •. , : :-:� �:�: ` ---._. .'�. �I' �� I : r ✓ =600.00 E _ o rr w_66 a 4 N f , PR'DR � , 1p � - �.--•- ., `.� . . _ RAIL #3 - /,� RIPARIAN _ 6 BUFFER BW=65871 0 • BW=66 �. _ ,r m.. TRAIL- . • "-��: �' PROP, RETAINING 1� I ,. J'`� ' ' -653.4(? - TW -660.00 _ _ `1 ` TW 659.03 BW=659,22: a, _ - .. WALL WIPEDESTRIAN r, TW=650.6.T., $W=651.15 ,• l . TW=665,80 TW=866.07 - -- - G A RAIL - I� - fa5 _ \'� - - - 56.47 r RAILING (URD } 1 83 @ 143 �_ f BW-,,Ii18:36 BW -6 B W=663.22 B =663.73 _ S s - - -�`- - - - = o'f ' TW -649,.76 TW -658.46 0000 TW -665,54 j l 1 5 - 9.38 BENCH - l _, BW-fi4 1' 21 �s 2•SWh1 \ 52---,..- f 0000 . r J "f _ _ -_ . ----- �--I-� S - �- 51 `Q \ _ 4 1 '- V TW -658.17 _ - -too` BW -653.5 4 :dam 1,` - ( } `� - ,._ 13 r/ -,� .� TW=659.95 1 - 0' SAN SEW & I/ ESMT ,� *� _ •' �- -. 7` TIE TO EX. / BW=659.80 hh wA - 141 p . ` Y 55>� - - - _ ; - `misT. � ., - ACCESS ROAD A7 �'- Ex. SWM 48 -o t�Iv f � � 6.6"�� TW 662.29LU t *'" 14 =659.67 i t . •a 4 `\ -- F � SE 1 � I f � � ,� • i �� � ---• --- � ,, , /' PITCH LIKING - _ _ a 46 �° 20 - "- - - - ����- --� ._ TW=659527 . flo, =TF ` -=� _. _- .TW -654.11 � ^__ - - - r _ - -= - -. F r -658 1.0- -- 11:5°Io {. _ \ 8W=646.67 �1. . � r • Y' F - ` Z1N , EX• CG \ 45 1 / RIPARIAN F--•' TIE TO EX. RIPARIAN 1Z 49 Top BW=660.75 - d _ \ TW=664.09 RAIL TCI;"! rs BUFFER ` as C3 CESS ` 13ttFFi� PROP, RETAINING ! i 1 \ ROAD -- $W- 62.26 ~`.. 1 = I - - TW -6.58..02 W P ESTRIAN - � �z - - - - - ``-- �..� - � FALLOW GR��}E _ WALL W/PEDESTRIAN _ 6c.. - - -- - - 11N-664.69 _ + ;' . , % t ' OF EX.�U _ RAILING (GUARDRAIL) ! ' o BW -6 4$ 'r EX/ STREAM, CI) -� _> s - �. ✓' ` TW=663.7 TW=664.52 00 �, r PROP, PEDESTRIAN (P RENNIAt 8W�653. r 663 - - - . BW -66 ,6 / f BW=662.91 VI _ RAI' { } / [] � EX. � .� - - � � LING GUARDRAIL . C r / G EX. CC / .��..� .�. 76 ,. RELaCAT_OR APPROX. LOC. - - TUV I 1 CGU \' %�PLAC`TR t: 26. l� BW 663.73 EX. CALL BOX _ _ :' � TW�654. _6 a - `��\. f 1 y''• roir�: i � �• BW -649.73 �, �. 1 1 �,.. •V �..:• ;' % TRAIL #6 ► / '�+�. �''� ` p 1 W r� 50� - - . - _r'�r ��_ TW=650.51. 1 �`� LU � • , , / / / f / ✓ / r/ / - - - _ - _ `► BW=646;04 % {� U / ! 646 - a �, t ✓�, i �% ✓ `TRAIL / �. ., PROP. SIDEWALK Uj PROP, SCUPPER APPROX. LO r �, j i / / SEE DETAIL SHT 33 PROP.; �` P '` W X. CALL `� �'' f i r / / „�O "SIDEWALK �; • - 110' aG� 5.0°I TRAIL #3 TW=646.76 W Lil kk / ; BW=642:00 1r 2 a. AND 1q8HTf' 1 1 ✓' / �' `- +, L I, LL. EX. SWM ' 1 / % PROP. \ " PROP. RETAINING ✓ d !I .� r' i,� + i' CROSSWALK a:ys AP OX. LOC. 1 WALL. d `tom � t o '" � / • �.'` `� � CAL BOX TW=643.20 A D LI • BW 639.90 X• SEE .SHT 26 FOR TW 64158 • `-� g 1 . :' / \<>.. BW=639.04 '•••'��`� :,. / , / r ACCESSIBLE .h 4 � � a � �• � � ° r �� ' -- . TCH LINING SURFACE ry• C1�� , � � ` `� �` ! ` • �% ., � ¢ : . • ,• , . SEE NOTE 4)', LL �. ,• � - "IST• � i / � :� : ``'.' ,,. o 0 ' r I EX, HANDICAP RAMP / -- NOTES: 1. THE UNITED STATES ACCESS BOARD ARCHITECTURAL BARRIERS ACT (ABA) ACCESSIBILITY STANDARDS CHAPTER 10:RECREATION FACILITIES SECTION 1017 TRAILS WAS USED IN THE DESIGN OF THE TRAIL. DUE '� / �" / + TO THE STEEP TERRAIN IT IS NOT PRACTICABLE FOR ALL OF THE TRAIL TO COMPLY WITH 1017. SECTION / / / Q • f 1017 WAS ONLY APPLIED TO PORTIONS OF THE TRAIL THAT WERE PRACTICABLE, SEE OVERALL SITEC / 0� ., ', *_ ;: ,i' �._- ,.. EX. HANDICAP . FLAN, SHEET 4, FOR PORTIONS OF TRAIL IDENTIFIED TO FOLLOW SECTION 1017. / �"` D , - e - ,' `• ` - -` RAMP 2, ALL TRAIL SLOPES OVER 5% ARE IDENTIFIED ON THE PLAN, SHEETS 15-24, PORTIONS OF TRAIL THAT / / ` '.• ::, FOLLOW SECTION 1017 SHALL NOT EXCEED TABLE 1 D17.71 FOR SLOPE AND LENGTH. /r,`r 3. ALL SIDEWALKS (CONCRETE TRAILS) ARE 5WIDE AND ASPHALT TRAILS ARE 6 WIDE. 4 TRAIL SURFACES SHALL BE FIRM AND STABLE A FIRM TRAIL SURFACE RESIST DEFORMATION BY / r' '• •• .. - ��f • EX 20' F,C.S A. WATER LINE ESMT INST. NO. 170009030 APPROX. LDC. EX. CALL BOX ti N IJVV (638. 0 f 0 �.. f ,'; B WO.Q6 ! , + PROP. PEDESTRIAN 40+ s ©Io �% •' RAILING (GUARDRAIL) • 3 3 END BOARDWALK 0 .- � _ START PAVEMENT 40 k.' (� l 1 GAZEBO } �1 SP NUMBER: #45-18 Rev. No. Date SE,:E'SHT 26 FOR:: DITCH LINING • INDENTATIONS, A STABLE TRAIL SURFACE IS NOT PERMANENTLY AFFECTED BY EXPECTED WEATHER NORMAL WEAR AND TEAR FROM THE EXPECTED USES BETWEEN ' CONDITIONS AND CAN SUSTAIN N PLANNED MAINTENANCE.` } , MATCH LIFE SHEET �',- ;: ROX. Lac. 5, CROSS WALKS SHALL BE TYPE A CLASS l WHITE PAVEMENT MARKING. LONGITUDINAL LINT=S SHOULD BE E. CALL BOX �� l i 12 TO 24 INCHES WIDE AND SEPARATED BY GAPS OF 12 TO 60 INCHES. THE DESIGN OF THE LINES SHOULD AVOID THE WHEEL PATHS IF POSSIBLE, AND THE GAP BETWEEN THE LINES SHOULD NOT EXCEED 2.5 TIMES THE WIDTH OF THE LONGITUDINAL LINES. 6. CROSSWALK SYMBOLS SHOWN ON THE PLAN ARE TO SHOW THE LOCATION OF THE PROPOSED CROSSWALKS. CROSSWALK MARKINGS ARE TO BE LONGITUDINAL WITH THE FLOW OF TRAFFIC AND MATCH THE EXISTING CROSSWALK MARKINGS ON THE NFCU CAMPUS. 7. LANDSCAPE TREES AROUND BUILDINGS 1-3 AND PARKING GARAGE THAT ARE IN CONFLICT WITH THE TRAIL SHALL BE RELOCATED ADJACENT TO TRAIL. TREES WHICH ARE DAMAGED DURING RELOCATION SHALL BE REPLACED WITH A TREE OF THE SAME TYPE. THERE SHALL BE NO REDUCTION IN THE NUMBER OF LANDSCAPE TREES. 8. THE UNDERGROUND UTILITIES SHOWN HEREON HAVE NOT BEEN PHYSICALLY LOCATED BY THE SURVEYOR, HOWEVER, THE INFORMATION WAS OBTAINED FROM EXISTING PLANS AND/OR SURFACE FACILITIES. NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED, NO WARRANT THAT THE UNDERGROUND UTILITIES AND LIGHT } 1 RA Y L. EPLER NLac NO 32:09 b _ 'ROk LOC, CALL BOX ' :, . •, `r SHOWN ARE IN THE 'EXACT LOCATION INDICATED ALTHOUGH THEY ARE SHOWN AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. Table 1017.7.1 Maximum Running Slope and Segment Length • '° 9. CONTRACTOR SHALL COORDINATE WORK NEAR FREDERICK WATER (F,W,) FACILITIES WITH THE F.W. + INSPECTOR. TEST PITS AND WORK SHALL BE PER THE F.W. INSPECTOR REQUIREMENTS (TYP.). 10. TOP OF WALL (TW) AND BOTTOM OF WALL (BW] ELEVATIONS ARE THE PROPOSED GRADE (GROUND) ELEVATIONS AT THE RETAINING WALL. 11. PEDESTRIAN RAILING (GUARDRAIL) MAY BE LOCATED ON TOP OF THE PROPOSED RETAINING WALLS OR Running Slope of Trail Segment Steeper Than But not Steeper than Maximum Length of Segment 1:20 (5%) 1:12--(8.331/16) 200 feet (61 m) 1:12 (8.33%) 1:10(10%-)- 30 feet (9-m-) 1:10 (10°%) 1:8 (12%) 10 feet (3050 mm) r` 30 15 0 30 60 SCALE: 1" = 30' OFFSET BETWEEN THE TRAIL AND WALL, UNLESS SHOWN OTHERWISE. •.e.- ` �. 1 �" BATE: 12104/2018 } SCALE: 1 = 30 J >.' I *K'' DESIGNED BY: KASITTC FILE NO. 3016L TIL #3 AIP.RIPARIAN SHEET 16 OF 36 ,✓ ,BUFFER 8-14 r, v• $P ik NV \NOTES:1. THENk sa s2 PICNIC1UNITED STATES ACCESS BOARD ARCHITECTURAL BARRIERS ACT (ABA) ACCESSIBILITY TW-� . 0,4 P - < AREA. i : Il' ;� .� `� \ . BW $ m I STANDARDS CHAPTER I O:RECREATION FACILITIES SECTION 1017 TRAILS WAS USED IN THE DESIGN OF y – I I I I \\ a THE TRAIL, DUE TO THE STEEP TERRAIN IT IS NOT PRACTICABLE FOR ALL OF THE TRAIL TO COMPLY N EX. 20' F C S.A �- ' r � � � j I ' I • I � ! � � � . WITH 1017. SECTION 1017 WAS ONLY APPLIED TO PORTIONS OF THE TRAIL THAT WERE PRACTICABLE. C ao E +. BIQ•06 ! 4 1 P'\, SEE OVERALL SITE PLAN SHEET 4 FOR PORTIONS OF TRAIL IDENTIFIED TO FOLLOW SECTION 1017. C WATER LINE ESMT.. 6 sa` I. I I c w` c*, v INST N0. 1700051030ICA;.• +? PROP. PEDESTRIAN IJ s s –�a, $ – \ " 2. ALL TRAIL SLOPES OVER 5% ARE IDENTIFIED ON THE PLAN, SHEETS 15-24. PORTIONS OF TRAIL THAT to J RAILING (GUARDRAIL) : o' $ 73 ` FOLLOW SECTION 1017 SHALL NOT EXCEED TABLE 1'017.71 FOR SLOPE AND LENGTH. _ �'y 4t • X` X 4 3 ? RIPAt IAN �A�I p P 3. ALL SIDEWALKS (CONCRETE TRAILS ARE 5' WIDE AND ASPHALT TRAILS ARE 6' WIDE. Z rte. cq END BOARDWALK C7 4 $UFF R Q7 �'G' 671 4. TRAIL SURFACES SHALL BE FIRM AND STABLE, A FIRM TRAIL SURFACE RESIST DEFORMATION BY .� � -•- v � START PAVEMENT40z * : ;I \ INDENTATIONS. A STABLE TRAIL SURFACE IS NOT PERMANENTLY AFFECTED BY EXPECTED WEATHER E t: 640 !, CONDITIONS AND CAN SUSTAIN NORMAL WEAR AND TEAR FROM THE EXPECTED USES BETWEEN Cs ' +' —APPROX. LOC. 1 / :I PLANNED MAINTENANCE. LLL E.X. GALE BOX / 5. ROSS WALKS SHALL BE TYPE A CLASS I WHITE PAVEMENT MARKING. LONGITUDINAL LINES SHOULD r C $ $o' GAZEBO /i J f i BE 12 TO 24 INCHES WIDE AND SEPARATED BY GAPS OF 12 TO 60 INCHES, THE DESIGN OF THE LINES I ' IhJ 'D SHOULD AVOID THE WHEEL PATHS IF POSSIBLE, AND THE GAP BETWEEN THE LINES SHOULD NOT +. I i. EXCEED 2.5 TIMES THE WIDTH OF THE LONGITUDINAL LINES. rN EN IAVEMENT f . 6, CROSSWALK SYMBOLS SHOWN ON THE PLAN ARE TO SHOW THE LOCATION OF THE PROPOSED .;' SEE SHT 26 F l DITCH LINING'` �' START BOARDWAI °'` ! CROSSWALKS. CROSSWALK MARKINGS ARE TO BE LONGITUDINAL WITH THE FLOW OF TRAFFIC AND MATCH LINE SHEET 1 f';, MATCH THE EXISTING CROSSWALK MARKINGS ON THE NFCU CAMPUS. r 7. LANDSCAPE TREES AROUND BUILDINGS 1-3 AND PARKING GARAGE THAT ARE IN CONFLICT WITH THE - . - - . - - - - TRAIL SHALL BE RELOCATED ADJACENT TO TRAIL. TREES WHICH ARE DAMAGED DURING RELOCATION \ F SHALL BE REPLACED WITH A TREE OF THE SAME TYPE. THERE SHALL BE NO REDUCTION IN THE ;APPROX. Loc. I a „� 1 1. �. 1 l ' NUMBER OF LANDSCAPE TREES. EX,CALL BOX / �► y " . '4 ' i I ' - 8, THE UNDERGROUND UTILITIES SHOWN HEREON HAVE NOT BEEN PHYSICALLY LOCATED BY THE �.. • , :x AND LIGHT - } I : ; : ' ; ; : , /© +I ' ` 4; �, �' SURVEYOR, HOWEVER, THE INFORMATION WAS OBTAINED FROM EXISTING PLANS AND/0R SURFACE `SEE SHT 26 FO �` 1 I FACILITIES. NO GUARANTEE THAT THE UNDERGROUND UTILITIES ' ! DITCH LINING SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. NO WARRANT THAT THE UNDERGROUND a - 11TII ITIFC QWrI M ARG IIU TI,IC CYAP`T I nP"ATIPIM IMI"]IP:ATIM Ai THP7l lf-'H TNFY ^ARF -QWnkhffJ ACcaj o ' "� - • y \ - l ly. 1 Vr Vr 1lYrtLL 1 YYUW 1 1 WIYI 4 F L.Lr Vl I IWII\ l INN— r r IP— r INWr WyI—lrr VaVIVL toga h•wve,++� ELEVATIONS AT THE RETAINING WALL, 101 11. PEDESTRIAN RAILING (GUARDRAIL) MAYBE LOCATED ON TOP OF THE PROPOSED RETAINING WALLS :,� ' : • 65'°I° I 1. `�Afi `\ OR OFFSET BETWEEN THE TRAIL AND WALL, UNLESS SHOWN OTHERWISE. . �•.� ;'+� I 1 I i � ill I I '� � � I 1 � 1 , �� . . 4 Table 1017.7.1 Maximum Running Slope and Segment Length . ' 1 RIPARIAN ' ua f'� a BUFFER I TR�IL #3T 41 P STORM STR•.#6 ti xl, n BLAND \ aY .'�� /l /I 19 I RIPARIAN EX, STREAM r, `'�, k REL EF + J UFFER (PERENNIAL)' TRAIL #1 a l t N, \' + ,�; �,.,.�� � �'',' / / / ( (� � � � j• � IEX. S,�RE� '� ,,INv ��, `'�� y l ti � tl � , � � "V, � 'l \ ."''� , : �\ `` PROP. STR CROSSING ,, 41 Running Slope of Trail Segment Steeper Than But not Steeper than Maximum Length of Segment 1:20 (5%) 1:12 (8.33%) 200 feet (61 m) 1:12(8.33%) 1:10 (10%) 30 feet (9 m) 1:10 (10%) 11:8 (12%) 10 feet (3050 mm) W .. J EX 20' F. C.S.A. tY WATER LINE ESMT f I �- „%� rt .z> 1 1 �` 4 \ \ \ \ \ 4 INST N0. 170009030 i / / F ` \ \ \ \ ` \ J I` •, ;'!s EX. 20 F. C. S A. / 3 WATER LINE ESMT ;' / / / / �' y 41 \ — \ \ \ \ \ `� t o _ ``�, : ❑ INST NO. 170009030 . I I I f / 1 / /� r : ' h` l \ \ \ \ \ \ \ �. `� \ J APPROX. LOC. .•` // / 1 ■ . 4 �+' �' '+ ,�'�1� \ \ \ - 41 EX, CALL BOX Lu a% TRAIL#1 EX, STREAM _ \ \ \ c L.) RAMP HANDICAP (INTERMITTENT) `- '" : U7 �C W LU WW z ft ' ' -.-4,. �f•� i `'' /� RIPARIAN r... - \� `3LL / BUFFERco jr 4. PROP. ADA GRATE .:.$` ;.'• I P4 3f F , ` "`., ``, \ \ �'` • O L; e FITNESS OVER GR SSWA K �p s r 95" 7.9 / rAR . \ 'SEE SHT 2fi FOR \ AREA �' - EX' $MP • � . . , DITCH'LINING ,meq • ` • : . _ $4' 6°!° ACCESSIBLE EX. STREAM • j'y . 53FSURFACE 5' WIDE (PERENNIAL). `' \ \ - �s _ L r' _ ` 3 a (SEE NOTE 4) J - \ \t/�. I ``-� - - _ PROP,, , CROSS W + / , NP ;BOARIWAL , START PAVEMENT • 't [ ( END BOARDWALK,' ®ts E I l I I START PAVEMENTGv- TRAIL#1�• `. . \ `'�,\ � � , r BENCH r 1 1 •: r i - \ y \ %' '+ , EX. 20' FREDERICK .'I A f • \ r WATER ESMTrPROP: /. INST NO, 120013038 ; 2 ,/ , '40 NNI 00, SP NUMBER: #45-18 IF N ,, .,- 7,,.@ a°° a tCONSERVATION - Ar Rev. Na. Date END BOARDWALK f w SIC7EWAI=K RISERS TO EXISTING / r x ' <� / START PAVEMENT C.U#ZB Q J GRADE TO ALLOW o'CR08S SLOPE w f; 4 ff / MAINTENANCE 1 :n �. e• ` s - -.r... .fin[— f / i / r rJ / - ,y r r /� / ` `. _ -` '- 1 .,. .. } .•r oft'' AccEss f i 'r �' ■,/ .� °o --- i ,,,*- - 1 1 D PAVEMENT f. BOAR[] : ' / 1 - / *'+S Q I - , BMP FQR��FJAY .. /► ,% / SUV to ;n .. START S#bEW '- r- / i ;� ! ,ter J 1 / , - �. `� r 25a ACf1�fE , * ` RAN Y L. EPLER I r ' .. S' 9 °°\` �\ I ``` ' R`. '- Llc. Na, 32806 r(}P 65U 6 ' \ EXE - - ]1� ! �� �. STEEL PE T e - 4 ` 4 J I TRAIL #3 aPROP. pUF NAL C4 RETAINING BW=667 b9 I 1 f E:.� - - �• •. - >� 75:13 "WALL y Ivv 4, `'� - . /J EX. PC1NL] _ _ :: d U1 - , RAIL 15 r" '✓ � � � \ \ .. W=fi f 2. 9 _ / \ \ \ DATE. 12104/2018 r.. -_ \ _ � N� \ \ _ BW 6fC;24 . p SCALE 1 30 L # - - \, r, B 5D` AT , RIPARIAN RIPARIAN -,� ,, f L \ DESIGNED BY: KASRTC BVFFER pRO�,ER�Y INS � r �. J / % z6 g L 30 15 O 30 BO FILE NO. 3015L ' TW 670 6s ]"Oe �" !;, ' ` 60'-@.•,�_0% M—&70.02+ _ SHEET 17 OF 36 SEE NOTE #6 - ` SCALE: 1 " 30' ..THIS SHEET P■ f �' ' �, �� 18-14 y E.X. HANDICAP ` I ! ✓ I RAMPS 0 EX. 20, F. CY' l d , S A, w WATER LINE ESMT r I 1 . J EX. 20 F C, S, A, INST. NQ. 170009030 1 d 1 WATER LINE ESM% �f INST. NO. 170009030 ! / ;. MERIDIAN QF PLAT D8 607 APPROX. LOC. P G 671 '�''► EX. CALL BOX 000, 1 cqin 4 ID C N N co .0 SO C CD we � �U_ EX. HANDICAP �- a-: - -- �o / 00000 .00 RAMP 00 IF v' +� F BUJ '•r " ` , y / ior�1. / A. ' R < M ER93SWALk P. An vv as `. p FITNE - LA '? 11 REA'"E T 5h -Z .,,'- , r r '� I� + ► . `'+ E P ra E SH 2 FOR ?i DITCH�LINING Uj 84': 6°I° ACCESSIBLE w 53ss SURFACE 5' WI (SEE NOTE 4) PROP. CROSSW `END;�OARDWAL r� f EX 20' F.C.STA. f� SVEMENT S l WATER LINE ESMT TP , INS T. NO. 120013038 Hyl' �i oma . 1 �.: ` , TRAIL #4 ,/ ,� r �^+�� EX. HANDICAP :.� ♦ GAZEBO RAMP • ' �� / �. - `° 111 i - ., y - - .. ., BENCH EX: 20' FR f a°!° FREDERICK W4 TER ESM T -_ a INsr. NQ. �120D 1303 1 . �� �•; 30 10ej aa ' - -�, $-o!-'calvsERvaTION AREA .i,pr}• p - , .. r .�// :z�"'r•":-v .w. END BOARDWALK EWVACK 1 C� RISERS TO EXISTING ri 11� s` 1` :: • ; �, , ,.. a „ `LQ C.tJRB .. o �r�` GRADE TO ALLOW START PAVEMENT tj r ori O a �� . < / MAINTENANCE f v -ACRO- S - PE . ACCESS �, `` . ;. ' `' .6'K'- a - •" � - r � i'`' �. Lu • �, � � :. - • �, �� • p ' '° �•• �. '• / D F?AV M NT � , , 'EOARQ O' �,.:. �,,� •., � _ BMPFO N r, � a� START SIDWY >, f / / +' I` IJ EX 6 STEEL PIPE I EX. NA DICAP+ a "' ' �.- _! " 1 I f J d \ / LV TOP= 650.6 = I- . -MPS AF` R: - �N d / J b 4 ' PROP. �. y TWV=668,14 !� TRAIL #3 CL U BW=667,69 1 4. Q -" -� _ i TRAIL #15 , EX. POND f EO •-- -- I - s.6 v� -snI=672,29 / c TW=668. � � , , f � J � � � '� ., - �- �� •BW=8T8.81 - - � - �6 f :. ,�, B1iU=669.413 :"L.i'' • �0 d ! ,� W � BW=6613, 6 " 6UW_f 7.4. ,� Vie} J � ... X3.54 _ z ., v TV11-6fi$ TRAIL #1 �� Z Q Z r r � - TW=681.16 _ f ( t • -680.09 B'W�670.33 ,, r i• ' 9 FJ / 1 _ BW�666.T OC BW=678.4 4,4 w 0 d �'r RIPARIAN I f ! , CL �' U HANDICAP 7 BUFFER {/] U LU I?AMPS �. = .,�, � f� .� � ! !r � J � � i' ��� � � � _ r TW -670.66 f J i' C� f aIDEWALK ` ~ - a "�►ai 60' 6.0% `ab ,I I I �� r r` w P BW=670:02 ►y - SEE NOTE #6%� 1"p� f,�`` w +� W r�THIS SHEET Q ! �+/' ` ° w w i `- 2 EDfRICK `• RAI #2 .. 80 ,. 8a, xep ,� :n �2 !° /' Z Ix 1 WAT�R E,SMT. ` TRAIL #1 - LL. 1 >tx sw : } I 2tl 61 1 /° �C 120Q 13038 ,- - � J . ; . � -- . � ; , ,�► RL 2 a END SIDEWALK ) 7 @ . � 8 � 8 30 @ $.9/�� START PAVEMENT .� �� 2 �.,.. �_ .::. , TWA=669,13 ..... f PROP. IR -OP. SIDE VII - o ' =66$.7 S` _ F LIMITS OF - o - � � �u ' TW 667.9 '' � � SA � � EX. LiUMPSTER PAD � � � `� f 65 Is�v DISTURBANCE + RE]U SI .. LI �6 ! i LL + T(ti4' IN OR ER a �.-PRpP.E��-1'- r J 1 / � � 81 ka PR.OP,'I�E AINI ' ,� SEE NOTE #6 TE _ ►�- w -� - _. r �1 �1 1 INV WALL -- THIS SHEET ; �' :,' � - +�,�_ `���� � . _-, � � . -' � -' 10 @ 7.3/° - 1 �� ! f � � ... , --�� F ' ° EX, FEN / / >tr T -6.18, 8 CE (TYP.) .� '' =6 1.26 x� `� I° °� EX. WETLAND u; ti G 8 @0.0 / 4 � 4=663.14 ,'(PEM) BW= 62,65 RIPARIAN j , --- BUFFER - SEE NOTE #6 J ' : J •_- ��' /` f I ! TRAIL #1 ■ THIS S 6,4°/a IS SHEET f L r ! 30 @ 10.OW :.:_' <� / r+ f / I �`/� BENCH r NOTES: EX. FENCE (TYP. ) / 7 IPARIAN 1. THE UNITED STATES ACCESS BOARD ARCHITECTURAL BARRIERS ACT (ABA) ACCESSIBILITY STANDARDS CHAPTER 10:RECREATION FACILITIES / l rL� / f -.- ` ,� i BUFFER SECTION 1017 TRAILS WAS USED IN THE DESIGN OF THE TRAIL. DUE TO THE STEEP TERRAIN IT IS NOT PRACTICABLE FOR ALL OF THE TRAIL TO / % / I / / f 10' ' COMPLY WITH 1017. SECTION 1017 WAS ONLY APPLIED TO PORTIONS OF THE TRAIL THAT WERE PRACTICABLE, SEE OVERALL SITE FLAN,56 SHEET 4, FOR PORTIONS OF TRAIL IDENTIFIED TO FOLLOW SECTION 1017. 1 2. ALL TRAIL SLOPES OVER 5% ARE IDENTIFIED ON THE PLAN, SHEETS 15-24, PORTIONS OF TRAIL THAT FOLLOW SECTION 1017 SHALL NOT EXCEED TABLE 1017.71 FOR SLOPE AND LENGTH. -- 3, ALL SIDEWALKS (CONCRETE TRAILS) ARE 5' WIDE AND ASPHALT TRAILS ARE 6' WIDE. 4. TRAIL SURFACES SHALL BE FIRM AND STABLE, A FIRM TRAIL SURFACE RESIST DEFORMATION BY INDENTATIONS. A STABLE TRAIL SURFACE IS NOT PERMANENTLY AFFECTED BY EXPECTED WEATHER CONDITIONS AND CAN SUSTAIN NORMAL WEAR AND TEAR FROM THE EXPECTED USES BETWEEN PLANNED MAINTENANCE. 5. CROSS WALKS SHALL BE TYPE A CLASS I WHITE PAVEMENT MARKING. LONGITUDINAL LINES SHOULD BE 12 TO 24 INCHES WIDE AND SEPARATED BY GAPS OF 12 TO 60 INCHES, THE DESIGN OF THE LINES SHOULD AVOID THE WHEEL PATHS IF POSSIBLE, AND THE GAP BETWEEN THE LINES SHOULD NOT EXCEED 25 TIMES THE WIDTH OF THE LONGITUDINAL LINES. 6- CROSSWALK SYMBOLS SHOWN ON THE PLAN ARE TO SHOW THE LOCATION OF THE PROPOSED CROSSWALKS. CROSSWALK MARKINGS ARE TO BE LONGITUDINAL WITH THE FLOW OF TRAFFIC AND MATCH THE EXISTING CROSSWALK MARKINGS ON THE NFCU CAMPUS, 7, LANDSCAPE TREES AROUND BUILDINGS 1-3 AND PARKING GARAGE THAT ARE IN CONFLICT WITH THE TRAIL SHALL BE RELOCATED ADJACENT TO TRAIL. TREES WHICH ARE DAMAGED DURING RELOCATION SHALL BE REPLACED WITH A TREE OF THE SAME TYPE. THERE SHALL BE NO REDUCTION IN THE NUMBER OF LANDSCAPE TREES. 8. THE UNDERGROUND UTILITIES SHOWN HEREON HAVE NOT BEEN PHYSICALLY LOCATED BY THE SURVEYOR, HOWEVER, THE INFORMATION WAS OBTAINED FROM EXISTING PLANS AND/OR SURFACE FACILITIES, NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE J EX. STREAM SEE SHT 26 FOR (PERENNIAL) DITCH LINING END PAVEMENT; i START -BOARDWALK r RIPARIAN' ' �, 1 BUFFER / ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. NO WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THEY ARE SHOWN AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. + r 9. CONTRACTOR SHALL COORDINATE WORK NEAR FREDERICK WATER (F.W.) FACILITIES WITH THE F.W. INSPECTOR. TEST PITS AND WORK SHALL Table 1017,7.1 Maximum Running Slope and Segment Length BE PER THE F.W. INSPECTOR REQUIREMENTS (TYP.I 10.TOP OF WALL 0'Wj AND BOTTOM OF WALL (BW) ELEVATIONS ARE THE PROPOSED GRADE (GROUND) ELEVATIONS AT THE RETAINING WALL. 11. PEDESTRIAN RAILING (GUARDRAIL) MAY BE LOCATED ON TOP OF THE PROPOSED RETAINING WALLS OR OFFSET BETWEEN THE TRAIL AND WALL, UNLESS SHOWN OTHERWISE. 12. THE RETAINING WALL LOCATED ALONG TRAIL #1 IS LOCATED GREATER THAN 2' FROM A WALK OR PATH AND IS LESS THAN 4' GRADE DIFFERENCE. THE RETAINING WALL ALONG TRAIL #15 IS 2' FROM THE WALK OR PATH AND LESS THAN 4' IN GRADE DIFFERENCE. 30 15 0 30 60 /Z J SP NUMBER: #45-18 Rev. Na, Date H op L) RAN L. EPLER ` Lic. No. 32809 DATE: 1210412018 SCALE: ' 1" = 30' DESIGNED BY: KASITTC FILE NO. 301 SL SHEET 18 OF 36 18-14 5555 1, `,\ BUILDING 3 f (UNDER CONSTRUCTION) f - 1 MERIDIAN OF Pr�r 1 DR 607 PG 6,71 EXISTING �1 r00 ;: _. f �`. < `/ ,j l` 1 !r �/ ;% , �. l �5 -� '\ c N N N � BUILDING 2/ / / / ' A• - l . / : f „� as „ i op f BOARDWALK r' LL J r . � - r _ r - 1 ��- ETAINIPOO 1 ' Y WALL {F ♦ l r r f TRAIL #1 , :. TRAIL -.. #1 SIDEWALK `�. 1 / I' % l ! ✓ 4 4 j '�� l �`_ .__ i / f• / /,�/�l ✓, _fly. i✓✓// /r I ' y� .�� r 1 •%' 50 25 0 50 100 CAMPUS TRAIL #1 SCALE: 1" = 50' SEE DETAIL OF TRAIL TYPICAL SECTION SHEET 32 SEE TRAIL CROSS SECTIONS SHEETS 27 8128 to In M M r W T T 0 IM 6e c"7 w Q to m !+' tV P. tr! 00 Cf M v- co t' O7 LLS 00 to r"7 N9 !� to t� ie7 tt? N N7 N N to to -e h- w 00 Ia7 W 0 to r Co CD' r Oo tr. ce O r 1,- M r M M 00 W) N 0e V C ! d W) v t"i Co CC ci r~ to G7 la7 rV 0 r C - - p C0 p d LO e0 p e0 Et Q? tie mi (6 P'+ C6 06 (O ui 6 117 -Ri CID 0o oo oo e0 w co 00 0o 00 a* woo 0o co a7 T..- � 0 0 G D to to W: N T 06 rr �e I- t6 'A5 KC Co 00 a0 co 00 00 co 00 0C I, n 1� n r� r- 1� tom% t+i n- r• T Ca l^ O fir- r- r•' P • m �7 w in w u�7 w In U) _ ELEV. w t0 to PROP to w tom w m m t0 cal to m w raj m m ca ec W t[7 to W W W m ea to to to CD w u7 tt7 t0 m w W w t0 raj wtD to to ec to ui TRAIL CIL - - - - 00 00 CD Lu Lu 695 - 695 0�, Vc=1 , � � -� VC = 20" - - �. - - - - - Q U) j LLJ 690 �— VC = 20' - - - 690 - - [L' 7 EX. GRAD @ FROR GRADE - TRAIL CIL @ TRAIL CIL VC =10 'V -10' - - - -- - _i VC = C 20' - -- - - - - - U) 685 - CR ST 0 62.22- EL V. 688.32 :. VC = 20' --- - - - - 685 y U 2 w Q o l — = VC 20' j wQ .49° 1 w w _a - — : LL 680 -. - ° ST 4 2 . � i.8Q EL V. 2..i9. _ CIp� VC=2 ' � -- - - --- - - ; - 680 = � —, SAG 3+ 3. - - LEV. = 6 Q, 2 VC = 20' .q - - -- - - - - - - - -- I - - co - o - - - --- 675 �f o 675 - cal. - - � - - W — u — — - ¢ � - -- - y �46?1, - -- — - — 2 - w - EX. GRADE @ Lu - -- TRAIL CIL - - -! - - - - - - - T - [ ] 67D ui 670 PROP. GRADE - @ TRAIL CIL z 0 665 665 - -1 - -- --- - - - - •� - - --- - -- - z 0 _ VC _ - 20' 660 1uj - - � — - 660 - S NUMBER. #45-18 —' _ - - - - - BOARDWALK DESIGN BY OTHERS (MIN. - -APPIa�C, 1gQYR J - - WSE=652.82 - -- Rev. 1V+a. Date 0_ 655 — -1 — - DECK ELEV=653) APPROX. 10YR WSE=650.42 f- H , 655 TT _ ... BOARDWALK .qq% - - - RAN' Y L. PLEB Ln ` m _v. - - - - --- - - ! - - -- - - --``" Li . No. 3 2809 650ch L6- — 60� rd - G3 - - J V ��NA3a Ulf - v -- - -; Y cri w dam^ Y N o *k cb a' 0 00'0 00 LO ti C eta ua _ .�'- - � Y - {j 0 � iii N � Y w CO �` II 1J.,1 � co CO Q [L' Ci J 11 (� '� �; nj I� r� r� C0 r- r- it II _ `11 11 rfl e11 r F � esu s- e11 _ — _..- - -_— -__-- U 645 i- — m ,� � w m Im 0a m m e` uu > >. w w 1 11 11 119 645 DATE: 12104/20/8 U} O Ca _ U w Lu_ w w w w J J. w ^--. ��, a w w o0k4 c.± �- 3 -+- — f1: — •--� J LH J �0 w w w w w- �— J ]C -"r �`< < - _ - - uj w n wx w l �~ w w a Imo- � a S c7_ � c� tD c7 cl a n » w w w W IL a n aZ c� c� U ca LII — 1 w � � FI'0 S m — - - - SCALE: - AS SHOWN to co w II II II Q Q Ir II 11 II II II L7 tZ a- n, m n. [7- 47 N w ss��• {I II II !l II 11 fI Il CO (.0 Co 4[) - [3 ___ e5�. °-' p N SNV M Q II FI rl EI Ir co e7 c•] O d G7 f5> t` a] ea? Q N N N M 11 it II Ir II 7 - > Fla u-> Rn Lo c7_ li t1, �a. o- a_ o- �. [l. u CL M ri [O.[O [O.eO 11 11 Il It II I1 11 II 11 L1 II 11 tl FNCS F[ CNCa Q C7 N Q O� CO7 a I1 11 11 o a- a a m It I1 N 1F d n. Cl 11 it M a O 11 � `� — - --- C7 C4 C? 11 � +7 + C7 11 c7 � 640 + 'o 0 + + + + + + + + + + + + + + r f 0 0 0 0 0 o e� o cv cel + + + + + + + + + + + + + + + + - + + + +C14 + + m r a co ra m r � m m c') m c�a � � d ch � uta gra ua Ln ua Fn + + U.1 w + + + + w w u3 cn + + us as + �- co r� - - r � •- �- �- DESIGNED BY: KASITTC 640 FILE NO. 3015L 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 0 25 0 50 100 CAMPUS TRAIL #1 --!!%Nmmmmmmmmmmi STA 0+00 -12+00 SHEET 19 OF 36 18-14 SCALE: 1 " - 50' EI PI TI E EXISTING PA lr PARKING GARAGE .q E qj _ - g. . . . . . . . . , Nll - �TRAIL #1 y' L. -�. f.r 7. On ...,. CAMPUS TRAIL #1 50 25 0 50 100 SEE DETAIL OF TRAIL TYPICAL SECTION SHEET 32 SEE TRAIL CROSS SECTIONS SHEETS 27 S 28 SCALE: 1" = 50' 0 —.� ort 665 6 II `n n IJ Z -- s � w. w u < W o us c i ur C7 N N C[ 660 C7 C7 C) C7 660 cn 6 Liz 0+00 0+50 1+00 1+50 50 25 0 50 100 SCALE: 1'° — 50' 11+50 12+Q0 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+60 18+00 18+50 19+00 CAMPUS TRAIL #1 STA 12+00 -18+37,58 0r Ln © m Tel. r u�i u a o e ELEV. @ 101 w w 14 PROP TRAIL CIL 685 680680 - - PROP. GRADE TRAIL CIL 675 676 N - — - J J 670 - — — - -- -- _ 670 Q0 _ P In I — —.� ort 665 6B5 "` ~ II n U)Lu_z � w. n rr ri u - — co _ W ca us c i ur C7 N N C[ 660 C7 C7 C) C7 660 U cn -0+50 0+00 0+50 1+00 1+50 CAMPUS TRAIL #2 STA 00+00 - 00+25,61 50 25 0 50 100 SCALE: 1" = 50' !V X17 T E c R c°a N J•=��lp ^La h IN - >1> a t3 CD C w 6 � yam,. 0 O g m P u CD LL c z � e•-1 64 Z W Lu Z uJ 0 W w 0 iV J W Q 2 a J H a Q LL v v z SP NUMBER: #45-18 Rev. No. I Date Lu> RA DY L: EPLER Lic, No. 32800 01VAL DATE: 1210412018 SCALE: - AS SHOWN DESIGNED BY: ItAS/TTC FILE NO. 3015L SHEET 20 OF 36 18-14 0�r 91. L 1i � f � M- af"R r#�ry Y q' r I titY- EXISTING PARKING GARAGE r �'rf fir✓,yr • i j1, f S %,A,�� � ��' �� M * ' 1 ''�I ELEV PROF TRAIT 675 670 665 660 655 650 645 640 635 630 I I 625 w 4 Vi 620 CAMPUS TRAIL #3 SEE DETAIL OF TRAIL TYPICAL SECTION SHEET 32 SEE TRAIL CROSS SECTIONS SHEETS 29 & 30 INT 4 - k TRAIL`- . , . .,. WALL --.� .tea ......... . r� 50 25 0 50 100 SCALE: 1" = 50' u+uu 50 25 0 50 100 SCALE: 1" = 50' u+5u 1+Uu 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 CAMPUS TRAIL #3 STA 00-00 -11+00 6+50 7+00 7+60 8+00 8+50 9+00 9+50 10+00 10+50 N Lu LU 2 (/] Lu W U) Lu z z 0 Q ZD z a 0 11+00 670 665 660 650 645 640 6-35- 630 1*44 620 11+50 W LL 0 it a. Ce) J ii W Q 2 a J H a a v LLv z F- U f� � Q (j) > I� z Z) w Q c 3 U w W Lu cl W Lu LL X U) SP NUMBER: #45-18 Rev. No. Date 1H op L> RAINY L. KEPLER Lic. No 32809 9 ` -0NAL DATE: 12104/2018 SCALE: . AS SHOWN RESIGNED BY: KAS117C FILE NO. 3015L SHEET 21 OF 36 15-14 Y /, • ./ � - III 1 MERIDIAN OF PLAT ' . r / L,' `'• DB 607 PC 671 +/ / j I t �\ � � \ �� � � / _ l �� `� )V11 EXISTING BUILDING 1 F z .J �� � co ' E y. r. 1b .. L EXISTING PARKING GARAGE G I a = TRAIL #3/, yr.n • .r r � F ti ' t R — 111 e r � dd I � pin TRAIL #3 I1 'Y 4 '/' �' }l �. —„ r � y— �_ y - \\ � �. ~ , �•• � ti. ` - w� � � Icy � I e i + . _ t J TRAIL A IGNMENT IN PHASE 2 f l — . — CHANGED THEREFORE PHASE 2 STATION 20+16.62 EQUALS PHASE 1 STATION `' Luuj .:Y ,,. � WALL F � � 20+85.42 1 7 oo 14 - - f VVV✓ / //' .- �' ' � r / / ice' / ' F / / �••r ,. - fir' �� ul / ' . - f >_ RETAINING �� f,-�� .-� r' r r r J f t • : '•� TRAIL #3 WALL k a CAMPUS TRAIL #3 50 25 0 50 100 SEE DETAIL OF TRAIL TYPICAL SECTION SHEET 32 SEE TRAIL CROSS SECTIONS SHEETS 29 & 30 SCALE: 1" = 50' r M r C! a as r- r 00 1' � c0 M V r• O 1 a h 00 W) 1Cr} 1 r SYS a- CV N �-- m 40 r- N r- G0 Go G In m I- M to m I!7 r W M In V n In o o c Co eo e v O Ct C! cY m w ear of co 0 1, m 0 O 0 v v a7 m m m 0 C! Iv ur a uA � N 4 m m ra ry {11 0q CV M In In I7 .- 0 M M ci v 0 m ci N IN 1h 1' o r r CV v m m w) N M t- Ln N q 00 co r` r 6 O C! 4 O Cr dr; O 6 6 r O N N N N M Vi 0i In In uy u) to in to in In V qe In un w 1n to to W m m m ca m m m m m m u] m to cd Go r r M 4 m m a; m m m r- r•- r• I• M ti r` ci r• I• r• W' w r` r4 r` I• 00 � IA 0 r• rr m N N C} tYs (n 0 w w 00 a m m M M Vq m w co M M M 00 00 00 M M M w 00 00 M 00 M M M N rq 00 00 00 00 co � ELEV. m m m m m m m m m m m m m m m m cn w w w w w m to u0 w w m m m m m m m m m m c0 e0 m to to to m w w to m to w rp to m m m m m m m rE m m m m m' PROP TRAIL CIL t- 690 - -- - -- -- - - — - --- - v 2q 2 VG 2, -- - v _ : 21y' v = --2± V - _ v � 610 � _ !—i 2, ROP. GRADE C!) -- - — - I -'- - - - - - - V r @ TRAIL CIL fI3 [] ' 685 I f_ _ — I 685 9 ER Z) BDA DWALK DESIGN - Q - �� - .40 Lu 0 [L BY THERS APPROX. E5 = 1+19._61 LEI/. _ 683.57 SAG 23 84 52 CREST LE = f 83.13 V. 22-t4(. 5 1 � - fi 8. 2 0. Y M 0 $ I - / J - _- - - - 2 w _ - - - THE SERIES F RAMIE D �q©�1a ., f °,° 0§ w 0 F w Lu --- - - - LANDINGS YBE REP CED - - - z [� � WITH STAIR AND LAN INGS (TBD [10° _- _ PHASE � TRAIL � LL _ I DURING THE DESIGN B' ILD BY - - ,r/p°j° Q 675 - - - OTHERS). A PROX(. G DE Of V- BOARDWAL SHOWN, pP p�° _- . f) C3 - -- PROP. GRACIE 2.0 _ - 670 _ I 2 -_.. - -. � T IL CA. ,�' °� 70 VG - " - --- -- -- I 2)'VG - - �4° - - - - - -- um- - - —_ .. - _ — _ I— -1.5�° 00% _ CREST 1 +94.12-- 1 %� - - E[EVL 666.53 I P€�OP. GRADE I_ @ TRAIL CIL PROP. RETAINING--/ - - - - ' - --- - -- - - _ 660 —� - - - - - WALL BY OTHERS _- - -"- -- - -- - - - .- - --- - 660 V . - -- - - VC VG r1 q. G SP NUMBER: #45-18 655 655 o - - - - - - - - -- - - - - - -- — -- - - - - - - - - - Rev. No. Date 04 (} 23 0� i I .. - Lq - 650 Lu1.4Op - - - -4 660 - cf)SAG =1 +5 .35 R N-+75 - - - 0 w --- ELEV. � 65 (.09 E EV = ssa� x -- - --- - - - - - — - — - - — Q - -- ao + J./ � -- - - - - -_ - — - — -- — — - - — - -- - - - — uj --- - �- I— - - - - - - RANDY L. IS PLER 645 - I Lu =' - .__ . - -- - - - - s45 Lic. NO. 32509 04 --- -— !x Lu ILu — __ . z _ — - - .. - — � , -,moi ► _ — r o ® c _ � I x _ �- w s< C.7 c� - _i - I o I _ o d. i v 'v c c> _ a — C> o r� ly7 — — I nNAL v v v f-- v c.1 cYa Lu In LCS u -s cri Y Y u� to `� La I I (0 Ln U) LD ca ¢ 0 a co m co - co to � �' Y Y "�' Y 1t ]� - ¢ - � � � � ■I a - Q � - j Y � Y J � co co I co co co -CO-cad co <0 _ 00 v ago w co 00 � w - - - WIZ W II II YI Z w II 1r ,.,[ II r - > J 7C > 3 tC] I— m Zx — m W w W [C W w j [j It — — - CG W �, — m' m m m m — m - m m, sY] �. CO 11 m cV W II W EI II '' - W W II Lu II i II II It - C/) 640 w ...J w w U) .J _J !-- ui .._I - - — - IJiI uj LL! Lu C) a- C] W [L ua ¢Ia- ¢ x w W w w w w w w W IIS w W� 1 0 `fes O 0 0 ¢ E] E3 C3 ¢¢ W © r� w --1 �] � � iiJ ed --W-- — �U -'' �' — - w F ' � w W .I � W W � w � W Lu ' LU � i LJ s40 DATE: "I2104I2018 Lu _ — �--• LsJ 7 7 a1 ZD � xx ~ 7 _ [Y f� CC fC y 7 7 - -- t a�-- - - n- 0. a D J ] C] >2 U iJ W ME (] { 113LLI U L.L. C] a — - o � o kI _ �• I! }-- it 1- 111 11, 11 > II 11 11 II II Q - - - f1 CZ. � r.L. t].. LL- a_ n_ - d. ti LL. a- - U a F > II � [1- L)-. (D - II C"1 C'1 C7 t`5 U1 Li 0 C7 CD 0 -__ - II I! II. II II 11 11 _ it 11 _ H C7 II C`] 0. uJ o- II II It ISI• [L rZ W fi If 11 II o- a- �' rZ W II II II II 11 11 _ R [i LL 11 11 11 _ o- o- n_ 18 11 It D_ IL n- II it II II o- n- 11 11 11 II II SCALE: AS SHOWN p I I p 11 11 O I I I f =_ C0 -_ I I S v U v v LC} C0 L!J vlq C0v II It II O II N g 11 C} � !I C7 II M e7 C3 CO O C7 O O Cr O C0 v C7 C7 C7 CO C7 C7 C? Cs C3 CS v 4 v e�i c11 [3] C> Lp X11} K3] 6S � � � ('�j � t1' '6t d- L35 m m � ^rI- cr, 67 Cri 63 4T] C# � t33 �3 C37 e��1-- eTi d' er' t "d- C5] Oi C3? lil. Co R00 00 -II- U-) LKS ISS C7 Co v '� v 00 �S lC3 L{j L(7 l(j �.. G7 CO' 00 r L(S Li] . LL•i - C• CO LS) to fN � Cm C71r- N M et u') - — Y N LYS •cf � SL5� + + + + + + $` `I' + + , x N >C N +I_ ra en c 7 c+� v .t et tr - - '.. C] v C] co 97 q Lr7 Lal co 00 f c0 eL7 -.' r - v O C7 L7 C7 C7 C7 Ca v. —: CO N LO Lis CY7 C7 C'�'? cr r-- u� e- T 1� ti r~ 1� ao w v LYS Gti v C7 u7 rn LI'S LO {a Cd C7 C] 1•-• r o L7 C3 C7 � LO r CV s'^'a dr '_♦ a v o C� LO Cfl CD r r r r~ W csr+ N v ® Com' + + + LO CO Ct] - - L7 + + + OD 00 00 N + + + iJco00SOLO'0I, co cn c� + + + C"S + N 00 Li'S LO ii a0 + + + + + N N DESIGNED BY: IiASiTTC fl35 r W— W r r r �^ �-- r r r r r r . r r r r r r r r e- r- r e- r _ - N N N NN N N N N N N - N N N N N co N N N N N 'n Ccq C��f I Qq5 VJ FILE NO. 3015L 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 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 L05° �5 � 5° 1 °� CAMPUS TRAIL #3 STA 11+00 - 24+95.41 SHEET 22 OF 36 SCALE: 1 " = 50' 18-14 N LO ea CD oro E c IN `T N t°s W W) ds .N 5 >17 V LL „- a / EXISTING ' PARKING GARA + % TRAIL 6J • DIST, LrdITS OF ,!` [ RBANCE 1. I5 / . r / RETAINING ." :, �,_- - `t,, J 0 - z { W TRAIL #4Lu WALLc? . .. L f • JJ 0- w__1 --_ 1 ' j TRAIL BOARDWALK x +• � 1 � A . - -�.. `'• - f �.' _ EXISTING PARKING GARAGE MERIDIAN OF PLAT, 07 PC � „ ' :` .� LIMITS OF DISTURBANCE ,•, 50 25 0 50 10050 CAMPUS TRAIL #4 CAMPUS TRAIL #G 50 25 a 5C7 1 oa 25 0 50 CAMPUS TRAIL #' 100 SEE DETAIL OF TRAIL TYPICAL SECTION SHEET 32 SEE DETAIL OF TRAIL TYPICAL SECTION SHEET 32 SEE DETAIL OF TRAIL TYPICAL SECTION SHEET 32 SCALE: 1 " = 50' SEE TRAIL CROSS SECTIONS SHEET 30 SEE TRAIL CROSS SECTIONS SHEET 30 SCALE: 1 " = 50' SCALE: 1 " = 50' Lu N 3 0! # d' tt7 CSC Liz 1 1 !r 4 la! t4 © R! V) P? r O Iq w Q V RT r7 O IV C C C7i OR 1` 00 G m CD N M M cq w ct O W N r V) T 01 N N eel � r7 �¢ ti m N t-t t`7 CD CD R r ' 117 OR OR 00 0! O 0! It T r r r N C'S It Nt N' Nt V 'd• F'7 M MJ C'7 m d' t'7 V) t" 1 NS 07C? m M tri N 00 t` 1♦'? 0? of CT1 C7 Ol7 CD w to to w w w A 111)w CD w CD w 1LS to to w w W W r to w) to to w to (ato to to w to to CD w to www w w w w to to to w to m C7 V R' tes to w to ELEV @tD : is to CD 4D tD CD CO ELEV. @ to eo to to to w w w w w w w w w w to to to to to w w w ELEV. @ � r � LJ PRC? • PROP PROP TRAI CIL TRAIL CIL - -- - - - - l - - TRAIL CILW J 1 IL J 4 670 _ 670 670v - 670 VC = 20' - - - - - 670 670 W 0 Ua EX. SMP EARTH BOARDWALK DESIGNC - 2 VC = I - Cil - Y V ♦ CD f} BERM TOP 664.00 BY OTHERS APPROXIMATE = 20' VC =10' VC = 20' VC = 20' I PRQP. GRADE TRAIL CIL TO REMAIN °,o Zoo, 665 �QQ -- - - - GRADE 6S$ 665 I - --._ 10 1.73op jm 2g8a @ r�•�-} j I 66 �► —PROP.SCUPPER � J W O Z - PROP, GRADEa� -_ ° 4°l0 0.00% 3 1 � ' - - I - 2• 00°1° AT GUTTER EX. GRADE @a LL < - % �a TRAIL CfL o CR : -")T 0+ 6.23 SAG = 1+46,6 ST =1 62 10 I TRAIL CIL _ 660 � _ BSO 660 z•00°/02.D�°Ia - - E 6&.76 ELEV. - 663. L V. - 6 4. 2 � I 660 - 668 660 U) SEDIMENT 0- _ - — - - ---- -- - ORESAY PROVIDE 1' - ° j VERTICAL- CLEARANCE 655 FOR STORM w ca o _ Lu - �. - 655 _ - . 655. - -- - -. CD F- 655 - --- _ - 655 655 Lim Lu WATER ¢ r C!l co x g2% - Cy pAD TRAIL C1L c L rn o x cr1 _ I'' + w Lu _-. - _ LL �G © L6 - m J '�Y _ � CD L7 Ida cli c co CK] c, Y z Y �C ,i LIJ w 15 < <,) W W C.fl - � co CCA CSO 111 Ci? ft7 II ISI _ Y LU Ln W < LL W 650 da — - Q w er < < , Q LLJ w 0 w [I7 — - - _ 650 fY co J CO m I I 650 to - co [1C co o _ co — tr d I I I I m I f I I ly � I j �~ spa — � � f3' _I w M sso 650 II m _ `�' w — �d w ; w w= C7 w ¢ a�P ¢ fir' fL II II [4 < uJ ui w _ ¢ s1 II x 0c..3w ~ II II _ > — LU F— w I Lu _j J -i �C -i c� t " g m ua v"� �,- w� 0-CIL a nom.a-r� 0a 5: 5 : '•�' II II rl II' II II II Ln II m � - W ��0 w - ~ (7 C? C7 Caw w C7 co o o > CL a I] II II CZ tl aZ i] d €L CL d a- CL C 3 a7 CX3 co t7o a0 co 4? C" _ T II rl Z CD O .. L(y II 0 * II + 0.7 Cil r - II II II IIc� _ 4> J + + o+ - 'r' Il Q o II II II o M Co co ❑o 0c, C3 C7 Q 7 N C7 11 61 II Id II I! C] II 11 II C ) II rl II Yi Ct7 co b C7 O lh Ut - In c i C\F' r--- " L-6 C+7 Op CO C6 tG Y� f� It I� hl co 'G' �i'} CO !D I_- co O 'd _* u7 US] c0 co cCJ 0, 0 U) [Q r'- a0 ®P � I __ it it 031 0> O m C1 C7 C7 O — M W J C7 C7 © 645 9 1u'3 r CO © ..+ _. r U ± - 645 + . . ^!• + + J 645 0 0® 0 0 o + + } + + + + + + + + + + + + + + � t + + + + v 0 0 0 0 0 �- ,- r .- r c.1 c') r� r> m c� 645 ` ' J - - - + + + + ' 645 o e a 645 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 U -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 O -0+50 0+00 0+50 1+00 ` CAMPUS TRAIL #4 CAMPUS TRAIL #G ` CAMPUS TRAIL ##7 SP NUMBER: #45-18 STA 00+00 - 01+91.94 STA 00+00 - 03+82.69 STA 00+00 - 00+30.94 Ln u7 Ln Rev. No. Date 50 25 0 50 100 50 25 0 50 100 50 25 0 50 100 OP r' I SCALE: 1" = 50' SCALE: 1" = 50' SCALE: 1" = 50' C7 RANDY L. ` EPLER Lic. No. 32809 S"ONAL DATE: 1210412018 SCALE: - AS SHOWN DESIGNED BY: KASITTC FILE NO. 3015L SHEET 23 OF 36 18-14 0� 0 i` co C14 IN INU IN T•_QN �y 4 tis W) C C 41 ' H BUILDING 3 (UNDER CONSTRUCTION AI -�s f W 1. ti .., W 11 t v CD c, RET i41NING WALt t0AIL #8 != .�' , 50 25 0 50 100 CAMPUS TRAIL #8 CAMPUS TRAIL #15 50 25 0 50 100 SEE DETAIL OF TRAIL TYPICAL SECTION SHEET 32 SEE DETAIL OF TRAIL TYPICAL SECTION SHEET 32 SEE TRAIL CROSS SECTIONS SHEET XX SEE TRAIL CROSS SECTIONS SHEET XX SCALE: 1" = 50' SCALE: 1" = 50' 111111. uj U) tr0tl�f iR titie0'�NN N MNltI ! tir%fgciQqMi OO R N� .V! tto hlNh!N'NNh!N tV hl iV SV N N M V) V) � ! t7Ct7C7tom oo 00 CD 00 to co co t. t"0 to to t0tt7t0tDt8t0!p!¢t0 to wwto w w tit.t.t`wto to w to m to to to totptp 0 to to w to to to w to w to w to co to to to w (0 co to co to to w w to w m w to to to to to ELEV, r@ L) ELEV. 9P� PROP ROP TRAIL C/L TRAIL CIL VC=14' vC=14' =14' 1D — Vc=W --- - -- - 665 ST = D 3 3 665 675_ VC =1 D" 675 a W C1 _ L V.=fi 4 - - VC -1D- VC 10' r U:DD°f° PROP. GRA � Q Of S + 4. 9 - — _ - .. �- U) m -1.24% a @ TRAIL CI 660 E V. = 6 2, 5 6.60 670 _ 670 W O fix. :GDE @ PROP GRADE 1p Lu w Z w TRAIL C/L @ TRAIL CIL --- _ f CREST =1+20.55 -0.60% 0.56% ELEV. = 668.22SLL K-- - - + - a� �t SAG 4, 19, 655 w 655 668 -- ELEV s.D1' o - 665 E?(. GRADE CD TRAIL C/L --- - - IL "' -- - Li LL C 650 650 660 as _ /y] $60 tV ni tVN c•7' `= U t) CO 7G co co <0 W W - — cn rn cta to to W W ti to w to to co to co to co - — ft tr cp co Co to to — — 645 u 11 It a 11 m 645 655 -A m 11 11 W 11 n n In � � � � � W I n f"—L� W > U) > >LLI � W 6'35 LLJ W -..1 ._! 1 —j ;t _ _ _ e F-" J J � ....1 J J Q O W W W W 0 W (i J_ II xC7v v W t� W �� ca`� ZCLrr rl n >�7 — �ri�el 0-a_0- _CIL u� w ?¢tZa11a a b- a a- > - r 11 11 11 11 11 11 11 111 It 11 [1 II 11 IE 11 co w _ - - I1 © 11 11 11 11 it It II 11 11 II II II 11 It 11 aG oorr Zcv(iiri,� � � �� �� CpL6 W + + + + t + t + + +• � P ' - N N - - - _ _ - 4 CD ct C - cj [5 O 1-- t0 ro t7 lc3 C'3 lt7 p C.o - - Q O O r^ r N C` J '+ + c0 Cp tV + [r7 17 i T 1 _ 640 CD ca o ca r o CD c� r - r - - + < BaLO W 650 0 0 0 0 0 © 0 0 0 CC> $60 J U -0+50 0+00 0+50 1+00 1+50 2+00 2+50 0 U -0+,50 0+00 0+50 1+00 1+50 2+00 2+50 CAMPUS TRAIL #8 cn CAMPUS TRAIL #15 STA 00+00 - 01+31.33 STA 00+00 - 01+46.80 SP NUMBER: #45-18 Ln Rev. No. Date 50 25 0 50 100 50 25 0 50 100 f SCALE: 1" = 50' SCALE: 1" = 50' RAY L. KEPLER Lic. No. 32809 ` �0 L Cs DATE: 12104/2018 SCALE: AS SHOWN DESIGNED BY: KASITTC FILE NO. 3015L SHEET 24 OF 36 18-14 clx L6 lr -- co ICP It It 670 - o am 670 - PROP. GRADE EX. RIP -RAP 665 11 CHANNEL 665 PROP. RETAINING - WALL DESIGN BY OTHERS 15.6-1 51 _660 5.6-15- _660 - HDPE @ 25.0% 660 EX. GRADE - d 666 - I 654, ratrr - - [`f'o -- ---LL1t Wcc - -- CID _ - II 0. sLs 645 - z " - 0+00 0+50 STR 1 - STR 2 (Trail #1) SCALE: HORIZ.1" = 50' VERT.1" = 5' STR 1-,STR 2 HY-8 Culvert Analysis Report Table 1 . Culvprt Stlmmary Tahlp- STR 1 . 2 -1 655 _. 650 1 645 1+00 Total Discharge [de) culvert Discharge [ ) Headwater Elevation(ft) Inlet Cgnlyd Depth(ft) Outlet 4:gntiol Depth tfl) Flow Type letamal Depth (% CriBcal Depth (ft) 00111 Depth ep Talfwater Dept (ft) Outlet ,fel, [ftle) Tailwater velocity (Ws) 3.36 3.36 66627 4.969 0.0• 1-132n 0.255 0.733 0.309 0.152 13.785 5.124 3. 91 3.91 868.38 1 .088 0.0' 1S2n 0274 0:706 0.337 0.107 14.285 5.415 4.46 4.46 - - 666.51 '1.214 0.0' 1-132n 0.293 0:653 0.369 0.180 14.804 5-679 5.01 5.01 0 668.65 1.350 0.0' 5-S2n 0.311 0.904 0.390 0.183 - 14.823 5.917 5.33 5,33 688.73 1A36 0.' 5S2n 0.321 0.932 0.405 0.200 14.960 6,050 6.11 6.11 ON -96 1.883 0.0' 6-52n 0.344 0,995 OA39 0.217 15.362 8..353 8.68 6.66 867.14 1.643 9.0' SS2n 0.350 1.035 0.485 0.228 15.520 6.5547 7.21 7.21 867.34 2.042 0.0" 5.52n 0.375 1.071 0.487 0.239 15.742 8.733 7.76 6 7.70 7. fifi 54 2.235 0.0' 5-52n 0.368 1.099 0.507 0.254 18.981 6.809 6.31 7.79 667.57 2.271 0.0" 5S2n 0.390 1.104 0.51{7 0-280 18,003 7.077 6-88 7.85 1 667.60 2-296 1 0.0'SS2n 1 1-82n 1 0.392 1.107 0.512 T 0.270 16.030 7.237 - rull rlOw meaawaier eievavon IS Deiow Inlet Invert. Straight Culvert Inlet Elevation (invert)! 665.30 ft, Outlet Elevation ('invert): 661.40 ft Culvert Length: 16-08 ft, Culvert Slope: 0.2500 Water Surface Profile Plot for Culvert: STR 1 - 2 Crossing - Crossing 1, Design Discharge - 5.3 efs Culvert - STR 1 - 2, Cukert Discharge - 5.3 cis 667 665 c 665 i 16 _t 664 LL1 663 Station (ft) i5 630 625 10' LENGTH 1.5' DEPTH CLASS Al RIP -RAP 0+00 0+50 STR 3 - STR 4 (Trail #1) SCALE: HORIZ. 1" = 50' VERT.1" = 5' STR 3-STR 4 HY-8 Culvert Analysis Report Table 1 - Culvert Summary Tatra: STR 3 - 4 1+00 DncfjgaD''halga Culvert cf Headwater Elevation (ft) [ilei Control Depth (ft) Outlet Depths)s ft) Flow Type NDinaI Depth rf I DCpth(R) h Tailwaler Depth (ft) outlet V(ft Tailwater Vefocitytf 0.24 0.24 642.81 0.308 0.0" 1-$2n 0.111 0,197 4.116 0.000 4,904 0.000 0.32 _0.32 642.86 0.355 0.0' 1.52n 0.128 0.229 0.132 0.000 5.183 0.000 OA0 0.40 642.89 0-393 0.0' 1-52n 0.142 0.258 0.149 0.000 5.580 0.000 OAS 0.48 642,93 0.435 0.01 1-S2n 0.156 0.281 0.182 0.000 5.705 0.000 0-50 0.50 642.98 0.446 0.0' 1-S2n 0.159 0.289 0.166 0.005.782 8.293 0.000 0-64 0.64 643.01 0.508 0.01 1-S2n 0.179 0.329 0.188 0.000 6.094 0.00 0.71 0.71 643.04 0.539 0.0" 1-82n 0.190 0-347 0.199 0.000 0-361 0.000 0.78 0.79 843.07 0.571 0.01 1-S2n 0.200 0.368 0.210 0.000 6.434 0.000 0.87 0.87843.10 64 .4 3 5 0.800 0.0' 1-S2n 0210 0.389 0221 0.000 6.635 0,000 0:95 0.95 643.13 0.629 0.0' 1-S2n 0.219 0.408 0.230 0.000 6-775 0.000 1.03 1.03 643.16 0.856 0.0' 1 1-82n 1 0.228 0.428 1 0.240 0.000 8.904 0.000 " Full Flow Headwater elevation is below inlet invert. .....I ................ ««..«.......,...........................,.....,....... Straight Culvert Inlet Elevation (invert): 642,50 ft, Outlet Elevation {Invert): 641.20 ft Culvert Lengft 26.43 ft, Culvert Slope: 0.0492 Water Surface Profile Plat for Culvert: STR 3 - 4 Crossing - Crossing 2, Design Discharge - 0.5 efs Culvert STR 3 - 4, Culvert Disch ge - 0.5 efs 643.5 643.0 d a 642.5 m 642.0 641,5 -5 0 Station (ft) f {r}4 [G 650 D I 645 i - _64D 635 f 20' LENGTH 1 Z DEPTH CLASS I RIP -RAP 630 625 PROP. GRADE - - 645 100YR WSE =643:63` - 10YR VIBE = 642.81' . 2 WSE _=H9.24'_ - 640 °~ EX. GRADE - CULVERT EMBEDMENT DEPTH 6" 635 29:5'-57"x38" ARCH CULVERT a 3.7%( (CROSS SECTION C -C} SCALE: HORIZ. 1" = 50' VERT. 1"= 5' STR 5-STR 8 HY-8 Culvert Analysis Report Table 1 - Culvert Summary Table: STR 5 - 6 625 Total Di char a (cf34.58 �r u') inlet CgnKGI Oep 4 M 06� co S,Yitita! Depth (0) Ou6et Depth Tailwaler Depth (ft) CI Taltwaler V." (111.) 0.43 34.30 11 � 1241 470 a r.0 j cV CD j - C= - 3.123 44,28 0+00 0+50 1+00 STR 5 - STR 6 (TRAIL #1 ) INTERMITTENT STREAM CROSSING (CROSS SECTION C -C} SCALE: HORIZ. 1" = 50' VERT. 1"= 5' STR 5-STR 8 HY-8 Culvert Analysis Report Table 1 - Culvert Summary Table: STR 5 - 6 625 Total Di char a (cf34.58 cutverl Discharge Meadwater Elevalion [ft) inlet CgnKGI Oep 4 Outlet Depth Conlrof Flew Type Normal Depth [ft) S,Yitita! Depth (0) Ou6et Depth Tailwaler Depth (ft) Outlet velocity Taltwaler V." (111.) 0.43 34.30 641.94 1.940 1241 i-S2n 1.025 1.188 1.025 1.908 7.063 3.123 44,28 42.26 642,23 2.234 1 1.689 1-82n 1.182 1.360 1.182 2.128 7,577 3.324 53.94 48.97 642.48 2.483 2.110 1-s2n 1.314 1.483 1.314 2.323 7.954 3.405 63.62 54.1 7 7 642.3 2.725 4 2. 83 'r52n IAA 5 1 76 .5 41 1. 5 .4 7 2 9 B .213 1 3,643 67.30 55.83 642.81 28x5 2.612 5-82n 1.447 1.610 1.447 2.559 8.293 3.695 82-97 61,64 643.09 3.086 3.192 I_$If 1.564 1,711 2,667 2.802 6.073 3.8% 92.65 64,46 843.22 3.222 3.392 1S1f 1.622 1.750 2.667 2.938 6.362 CW5 102.33 66.86 843.34 3.341 3.623 1S11 1.672 1.798 2.667 3.085 6.588 4.106 112-01 2 0 88.82 64 .4 3 5 .44 3 5 3.838 44=Ff 1.714 1. 3 8 5 2. 67 6 3.186 6.78 2 4.200 121,89 70.60 643.54 3.519 2.2W 5-S2n 1.752 1.062' 1.752 3.300 8.878 4.288 131,37 71.89 643.63 3.613 4.225 4-FFi 1.782 1.883 '2.667 3.409 7.094 4.371 _. Straight Culvert Inlet Elevation (invert): 640.00 It, Outlet Elevation (Invert): 638.90 ft Culvert .ILength: 29. . ........ .... �iveSlope^ 0�37 ...�.,...,�...,.,. Water Surface Profile Plot for Culvert: STR 5 - 6 Crossing - Crossing 3, Design Discharge - 67.3 efs Culvert - STR 5 - 6, Cvlverr Discharge - 55.3 c}s 644- 643- 642 44643642 c.......... 641 Ibl 640 II� 639 9 Station (ft) 634 PROP. GRADE EX. GRADE 10' 'LENGTH- _ 1,5' DEPTH -= CLASS Al RIP -RAP J- T 644 - 24.0'-12" - - HDPE @ 7.5% 635 IN in a E oa e;p r C N qT co w IN N J � � r?i Ch _C4 `ice+ rp 17 N 5; �3 ow �`_s- o ED Ln Ii mT- ,n r co w C,; - - 11 co --- u Q ca z Lt l CD 7 625 C:) - a z 625 - ---- - -- - o (n 0+00 0+50 1+00 STR 7 - STR 8 (Trail #3) SCALE: HORIZ.1" = 50' VERTA" = 5' 50 25 0 50 109 SCALE: 1 " = 50' STR 7-STR 8 HY-8 Culvert Analysis Report Tahlp 1 . Ctilvprt Summary Table- STR 7 R Total Discharge cutverl. D �ch rgs Headwater Elevation tft) Inlet Control Depth [ft) Outlet ControlDepth - Flow Type Norma[ Depth (ft) Critical Depth (ft) Outlet D`ftpth Tafiwater Depth (fl) Outlet V `l� Taiwater Vetgdly (ills) 0.43 0.43 639.93 0.429 0.0' 1-S2n 0.134 0265 0.138 0.000 6.579 0.000 0.58 0.58 840.00 0-502 0.0' i-S2n 0-155 0-315 0.162 0.000 7.07 U00 0.74 0,74 640.07 0.568 0.01 1S2n 0.174 0.354 0.183 0.00 7.329 0 -ow 0-90 0.90 640.13 0.627 04' 1-S2n 0.191 0.394 0-201 0.00 7,863 0.000 0.93 1 0,93 640.14 0.840 0.0" 1-S2n 0.195 OA03 1 0207 0.000 1 7.713 0.000 1.21 121 640.23 0.732 0.0' 1 -Sin 0222 0.463 0.237 0.00 1 8-254 0.000 1.36 1.36 640.28 0.781 0.0' 1S2n 0.236 0.4930.252 0.000 8-570 0.000 1.51 1.51 840.33 0-829 0.0' 1-82n 0-249 0-521 0.268 0.000 8-702 0.000 1,67 1.67 640.38 0.877 0.' 1-S2n 0.261 0.547 0.282 0.000 8.880 0,000 1.83 1.83 640.43 0.926 0.0' 1-S2n 0.273 0.572 0.298 0-000 9.032 0.000 1.98 1.96 640A8 0.977 0-0' 1S2n 0.286 0.595 0-312 0,000 9.146 0.000 Full Flaw Headwater elevation is below unlet invert. ....+........ ...................... ................« »..........«.«........ Straight Culvert Inlet Elevation (invert): 639.50 ft, Outlet Elevation (invert): 637.70 ft Culvert Length: 24.07 ft, Culvert Slope: 0.0760 Water Surface Profile Plot for Culvert: STR 7 - 8 Crossing - Crossing 4, Design Discharge - 0.9 efs Cuhwt - STR 7 - 9, Cftivert Discharge - 0.9 cfs ru N W Stafion (ft) SP NUMBER: #45-18 Rev. No. hate RA Vf EPLER Lic, No. 32809 IaNAL DATE: 17J04f2018 SCALE: N!A DESIGNER 8Y: KASITTC FILE Nd. 3015E SHEET 25 C7F 3B Uj U) CO z Q a 2 - 0 U � --I �j W rn W W L D JIL Q � 0 U U W W LU WW 13 W LL 0 U) SP NUMBER: #45-18 Rev. No. hate RA Vf EPLER Lic, No. 32809 IaNAL DATE: 17J04f2018 SCALE: N!A DESIGNER 8Y: KASITTC FILE Nd. 3015E SHEET 25 C7F 3B 0 50 25 0 50 100 SCALE: 1" = 50' APPROX. LOCATION OF HR -1 SHOWN, CONTRACTOR TO VERIFY FINAL LOCATION WITH OWNER PROP. HR -1 (PEDESTRIAN GUARD RAILING) 545 PROP. GRADE PROP. RETAINING-.,, WALL DESIGN BY 640 OTHERS EX. GRADE i,-�, 635 _ 10' LENGTH 1.5' DEPTH _ CLASS Al RIP -RAP 630 625 10 -- o �r -- co Z n is z n Lu ItZ) C14 it F' Q Q M In + v Z 650- - F-- STIR 9 - STR 10 (Trail #3) Increm Flow HDPE @ 3.7% Ripe From To (Acres) C (lncrem.) (Accum.) (min) (in/hr) (cfs) Up Down (ft)M Structure Name (in) 545 �HGL 30.2'-12" - HOPE @,4,0%__ Cq N co Z n is z n Lu ItZ) C14 it F' C5 M In + v Z LU z o a- 0+00 0+50 STIR 9 - STR 10 (Trail #3) SCALE: HORIZ.1" = 50` VERT. 1"= 5' 640 d 535 Ub 1+00 APPROX. LOCATION OF HR -1 SHOWN, CONTRACTOR TO 1`.1 12 VERIFY FINAL LOCATION WITH OWNER 660 - - - - - 0 655 PROP, HR -1 (PEDESTRIAN GUARD RAILING) 650 PROP. RETAINING -- WALL DESIGN BY OTHERS MI 655 EX. GRADE �J PROP. GRADE 660 e,,-HGL - 645 / PIPE CALCULATIONS Inlet (AC) DA 645 OA OA Tc / Runoff Q Invert 17.0'- 12" Length Slope Diameter f Velocity Increm Flow HDPE @ 3.7% Ripe From To (Acres) C (lncrem.) (Accum.) (min) (in/hr) (cfs) Up Down (ft)M Structure Name (in) (cfs) (fps) Time 640 - Material Remarks 10 - 1.00 640 1 0.30 1 0.03 1 6.50 (ft) (ft) EX. RIP -RAP cL z CW' I QIL=0.054 0.17 (min) 0.20 - >-¢ 9 - 0.30 0.03 0.03 5.00 6.50 Ch 14 z F- E_ 30.16 -- 12.00 8.34 _ Lu - 111 II Q C7.W n Z ADS N-12 12 11 0.06 - w + +Lu 6.50 0.14 646.63 646.00 17.00 B3 r _ _ oZaCt 12.00 - 3.75 635 0+00 0+50 1+00 STIR 11 - STR 12 (Trail #3 SCALE: HORIZ.1'=50' VERT.1" = 5' STORM SEWER PIPE CALCULATIONS Inlet (AC) DA Runoff Coef. OA OA Tc Rainfall Runoff Q Invert Invert Length Slope Diameter Capacity Velocity Increm Flow Flow Time Ripe From To (Acres) C (lncrem.) (Accum.) (min) (in/hr) (cfs) Up Down (ft)M Structure Name (in) (cfs) (fps) Time (min) Material Remarks 10 NY,P-12P 1.00 0.09 1 0.30 1 0.03 1 6.50 (ft) (ft) 1 0.17 Assume 50% Clogging 3.14 QIL=0.054 0.17 (min) 0.20 - 10 9 0.09 0.30 0.03 0.03 5.00 6.50 0.17 637.59 636.38 30.16 4.01 12.00 8.34 4.04 0.12 0.12 ADS N-12 12 11 0.06 0.36 0.02 0.02 5.00 6.50 0.14 646.63 646.00 17.00 3.71 12.00 8.01 3.75 0.08 0.08 ADS N-12 14 13 0.21 0.48 0.10 0.1.0 5.00 6.50 0.66 646.37 645.87 30.00 1.67 12.00 5.37 4.47 0.11 0.11 ADS N-12 655 650 655 - PROP. GRADE 1= - 650 650 - EX. GRADE HGL - -- 645 645 _ 30A' -12" _ HOPE @ 1.7% 640 640 c EX. RIP -RAP �; •� z -- �- Q� -- �j LU OQ oUjz -- 0 635 o oaf - 635 0+00 0+50 1+00 STR 13 - STR 14 (Trail #3) SCALE: HORIZ. 1" = 50' VERT.1" = 5' STORM INLET CALCULATIONS - CALCULATIONS Inlet (AC) C CA (in/hr) Q (cfs} Qb (cfs} Qt (cfs) S (ft/ft) Sx (ft/ft)(ft} T W (ft) WIT SW (ft/ft) SW/SX Eo a S,w = al(12W) Se=Sx+S'w(Ea) (ft/ft) Lt (ft) L, Spec Length (ft} LILt E (%) Qi (cfs) Qb, Co (cfs) Sag Inlets Only 0.17 30.16 Structure Name Inlet ID Length (ft) Ponding Depth (ft) Curb Opening Height (ft) dlh T @ Sag Remarks 10 NY,P-12P 1.00 0.09 1 0.30 1 0.03 1 6.50 1 0.17 1 0.00 1 0.17 Assume 50% Clogging 3.14 QIL=0.054 0.17 - 0.20 - - - 10yr WS = 642.20 12 NYP-12P 1.00 0.06 036 0.02 6.50 +0.14 0.00 0.14 Assume 50% Clogging 3.14 Q1L=0.045 0.14 - 0.23 - - - 1 Oyr WS = 649.86 14 NYP-12P 1.00 0.21 0.48 0.1 6.50 0.66 0.00 0.66 Assume 50% Clogging 3.14 QIL=0.210 O.bb - 0.53 - - - l0yr WS = 649.40 HYDRAULIC GRADE LINE CALCULATIONS Inlet No. Outlet W.S.E. (ft) Do (in) Qo (cfs) Lo (ft) Sfo (%) Hf (ft) JUNCTION LOSS Final Inlet H W.S.E. (ft) (ft) Rim Elev (ft) Vo (fps) Ho (ft) Qi (cfs) Vi (fps) QiVi Vi"2/2g H1 (ft) Angle (deg) K Hb (ft) Ht (ft) 1.3Ht (ft) 0.5Ht (ft) 10 637.18 12.00 0.17 30.16 0.00 0.00 4.04 LU W ww LL U) � 2 0.05 637.23 642.00 12 646.80 12.00 0.14 17.00 0.00 0.003.71 C 1 0.33 3.50 2.78 0.74 6.47 0.26 0.25 0.14 GRASS MAINTAINED Trail #3 0.04 646.84 649.63 14 646.67 12.00 0.66 1 30.00 0.03 0.01 1 4.42 1 13+71 14+71 5+44 6+04 60 0.078 0.0234 0.02 1 0.02 5 MIN 4.68 0.07 1 646.74 648.87 - - LEFT SIDE OF ROAD SIDE OF ROAD APPENDIX 713-11 LD -288 ROADSIDE AND MEDIAN DITCH DESIGN FORM 0U PROJECT: NFCU Campus Trail PH2 TTG 1013112018 SHEET: 1 OF 2 STA. TO STA. FLOW Paved Grass Woods LENGTH 0.90 0.30 0.20 (ft) A (ac) CA A (ac) CA A (ac) CA INCR. CA ACC. Tc (min) 12 (in/hr) Q2 cfs) CUT OR FILL SLOPE (ft/ft) ALLOW. VELOCITY EARTH n = 0.030 VELOCITY PROTECTIVE LINING Q2 n VEL. DEPTH 110 (in/hr) Q10 (cfs) GRASS n varies per depth DEPTH (ft) REMARKS Trail #1 LU W LU W ww LL U) � 2 7+78 8+42 7+90 1 8+42 52 0.014 0.0126 0.039 0.0117 0.082 0.0164 0.04_ 0.04 5 MIN 4.68 0.19 C 1 0.33 3.50 2.78 0.74 6.47 0.26 0.25 0.14 GRASS MAINTAINED Trail #3 13+71 14+71 5+44 6+04 60 0.078 0.0234 0.02 1 0.02 5 MIN 4.68 0.11 C 0.02 3.50 0.95 0.31 6.47 0.15 0.25 0.22 GRASS MAINTAINED 14+71 15+68 6+04 6+92 88 0.061 0.0183 0.02 0.02 5 MIN 4.68 0.09 C 0.07 3.50 1.31 29.72 6.47 0.12 0.25 0.14 GRASS MAINTAINED 15+68 16+32 6+92 8+57 165 0.089 0.0267 0.03 0.03 5 MIN 4.68 0.12 F 0.34 3.50 3.84 0.25 0.78 0.23 6.47 0.17 0.25 0.26 NAGREEN S250 Permanent 10+32 16+96 10+89111+50 61 0.032 0.0096 0.01 1 0.01 5 MIN 4.68 0.04 C 0.02 3.50 1.04 12.06 6.47 0.06 0.25 0.32 GRASS MAINTAINED - Trail #6 2+07 2+57 50 0.006 0.0054 0.061 0.0183 0.003 0.0006 +1 1 +24 23 0.010 0.0030 0.003 0.003 5 MIN 4.68 0.01 C 0.25 3.50 1.84 0.25 6.47 0.02 0.25 0.12 GRASS MAINTAINED Ex. Access Rd 13+33 14+691 136 0.020 0.0180 0.039 0.0117 0.522 1 0.1044 +64 2+06 142 0.007 0.0063 0.101 0.0343 0.037 0.037 5 MIN 1 4.68 0.17 C 0.20 3.50 3.43 0.25 0.70 0.28 6.47 0.24 0.25 0.32 NAGREEN P550 (Permanent) Notes: 1. Ditch computations per the VDOT Permissible Velocity Method. 2. FHWA Hydraulic Toolbox V4.1 and NAGreen Erosion Control Materials Design Software V5.0 used to compute ditch velocities and depths. 3. The soil allowable velocity onsite is 3.5 fps. 4. Soils per USDA NRCS Web Soil Survey and allowable velocities R2r VDOT Drainage Manual Appendix 713-2. RIGHT SIDE OF ROAD APPENDIX 7B-1 LD -268 ROADSIDE AND MEDIAN DITCH DESIGN FORM (MODIFIED) 0U PROJECT: NFCU Campus Trail PH2 TTC 10131/2018 SHEET: 2 OF 2 STA. TO STA. FLOW Paved Grass Woods LENGTH 0.90 0.30 0.20 (ft) A (ac) CA A (ac) CA A (ac) CA INCR, CA Tc ACC. (min) 12 (inlhr) Qz (cfs) CUT OR FILL SLOPE (ft/ft) ALLOW. VELOCITY EARTH n w 0.030 VELOCITY PROTECTIVE LINING Q2 n VEL. DEPTH 110 (inlhr) Q10 (cfs) GRASS n varies per depth DEPTH (ft) REMARKS Trail #1 CL LU W LU W ww LL U) � 2 7+78 8+42 64 0.083 0.0747 0.080 o. b240 0.078 0.0156 0.11 0.11 5 MIN 4.68 0.53 C 0.20 3.50 3.50 6.47 0.74 0.19 0.24 GRASS MAINTAINED 13+71 14+71 100 0.006 0.0018 0.227 0.0454 0.05 0.05 19.9 MIN 4.68 0.22 F 0.15 3.50 2.21 6.47 0.31 0.25 0.17 GRASS MAINTAINED 14+71 15+68 97 0.427 0.3843 11.753 3.5259 3.418 0.6836 4.59 4.59 29.6 MIN 4.68 21.50 F 0.09 3.50 7.09 0.07 3.97 0.77 6.47 29.72 0.06 0.85 NAGREEN P550 (Permanent) 15+68 16+32 64 1.106 0.9954 12.971 3.8913 5.470 1.0940 5.98 5.98 29.6 MIN 4.68 27.99 F 0.016 3.50 4.89 0.04 4.17 1.29 6.47 38.70 0.05 1.73 NAGREEN S75 (Temporary) 10+32 16+96 64 0.016 0.0144 0.051 0.0153 0.353 0.0706 0.10 0.10 24.5 MIN 4.68 0.74 F 0.1 3.50 3.17 6.47 12.06 0.06 0.70 GRASS MAINTAINED Trail #3 2+07 2+57 50 0.006 0.0054 0.061 0.0183 0.003 0.0006 0.02 0.02 5 MIN 4.68 0.11 C 0.33 3.50 2.12 6.47 13.16 0.25 0.09 GRASS MAINTAINED 13+33 14+691 136 0.020 0.0180 0.039 0.0117 0.522 1 0.1044 0.13 0.13 5 MIN 4.58 0.63 F 0.24 3.50 3.97 0.19 1,16 0.21 6.47 0.87 0.16 0.23 NAGREEN SC150 (Temporary) Notes: 1. Ditch computations per the VDOT Permissibie Velocity Method - 2. FHWA Hydraulic Toolbox V4.1 and NAGreen Erosion Control Materials Design Software V5.0 used to compute ditch velocities and depths. 3. The soil allowable velocity onsite 3.5 fps. 4. Soils per USIA NRCS Web Soil Survey and allowable velocities per VDOT Drainage Manual Appendix 7D-2. T c N 0 =' two OI C _ N =`tooh 7. azo C o as RO ti A-6 3: �- n Z LUW V W Rev. No. I Date _TH p � I RAN L K LER' LlC. No. 32809 o 4A4- ?U1 � DATE: 1210412018 SCALE: NIA DESIGNED BY: KASITTC FILE NO. 3015L SHEET 26 OF 36 18-14 Cil Z 0U 0 06 W LU =t W z 0 LL 0 � U U CL LU W LU W ww LL U) � 2 0 U) M Rev. No. I Date _TH p � I RAN L K LER' LlC. No. 32809 o 4A4- ?U1 � DATE: 1210412018 SCALE: NIA DESIGNED BY: KASITTC FILE NO. 3015L SHEET 26 OF 36 18-14 TRAIL 1 700 ` — --- 700 HOLD EX. CURB TO SET TRAIL ELEVATION 890 ` WI2% POSITIVE SLOPE 690 - -- - - - - --- PROP. GRADE @ X -SEC. - - - pjEX. GRADE @ - X -SEC. 2.11 880 - - - - 680 Lu — - 670 - - - a 670 - I<¢cc -•(L- II CL — iCi rj ' - d' - -30 - --- -20 -10 0 10 20 - 30 CROSS SECTION 3+00 CRp 700-- - - ` - _ - 700 HOLD EX, CURB TO -- SET TRAIL ELEVATION W1296 POSITIVE SLOPE PROP. GRAD; - @ X -SEC, 690 690 EX. GRADE @ X -SEC, 2.00% 660 670x - - - ... 670 J —_-- 0 — — CL. a - CD O Sea © 660_ -30 - -20 -10 0 10 20 30 CROSS SECTION 2+00 700 REDUCE TRAIL V TO 4' TO TIE OUT — -- JEX. GRADE (CUR EX. GRADE 690 @ X -SEC. 0 � � - I I • = 670 w — c.� � P 660 -30 -20 -10 0 10 20 Q CROSS SECTION 1+00 1© D 10 20 mmmmi SCALE: 1" = 10' 30 TRAIL 1 PROP. GRADE - -- @ X -SEC, _ 680 PROP. RETAINING WALL DESIGN BY OTHERS _ "t EX, GRADE @ 2,00% - X -SEC. - _ 670 I - 660 6601- -30 '30 -30 -20 -10 0 10 20 CROSS SECTION 8+00 69 - — — - - —. PROP. GRADE - PROP. RETAINING -- @ X -SEG. WALL DESIGN BY _ _ OTHERS I -- - 680 2.00% �'• _ ' — - - EX. GRADE @- X -SEC.; 670 U — 64'!0 — a- o - -30 -20 -10 0 10 20 -- CROSS SECTION 5+00 690 30 -1660 30 moi' 0 -20 -10 0 10 20 30 CROSS SECTION 4+00 TRAIL 7 -30 -20 -10 0 10 20 30 CROSS SECTION 9+00 .30 -20 -10 0 10 20 30 CROSS SECTION 8+00 -30 -20 -10 0 10 20 30 CROSS SECTION 7+00 TRAIL 7 -30 670 I CROSS SECTION 12+00 PROP. BOARDWALK 6-60 DESIGN BY OTHERS - EX. GRADE — X -SEC. 650 - 41 640 i-' I I p c7 [3 -20 -10 00 10 20 CROSS SECTION 11 +00 E I l i - - PROP. BOARDWALK DES#GN BY OTHERS - _- EX. GRADE @ - X -SEC. 0su 30 - a o 630 -30 -20 -10 0 10 20 CROSS SECTION 10+00 30 30 a, E (0T cnN 1 co U N J C cc C LD1 p [Voc A 3 c r c U. z H z LLI Z I� W c w W i i uj C] C) iy- O Z i O - 0 9 <Z _ p w W D C) [f) GO U (D O W Fs -20 -10 0 10 20 CROSS SECTION 12+00 PROP. BOARDWALK 6-60 DESIGN BY OTHERS - EX. GRADE — X -SEC. 650 - 41 640 i-' I I p c7 [3 -20 -10 00 10 20 CROSS SECTION 11 +00 E I l i - - PROP. BOARDWALK DES#GN BY OTHERS - _- EX. GRADE @ - X -SEC. 0su 30 - a o 630 -30 -20 -10 0 10 20 CROSS SECTION 10+00 30 30 a, E (0T cnN 1 co U N J C cc C LD1 p [Voc A 3 c r c U. z H z LLI Z I� W c w W i i uj til C) iy- Z i 0 9 <Z p w W D C) [f) GO U (D .2 W Fs Lu W O W u- `t U) D (m)LIMz SP NUMBED: #45-18 Rev. No. Date - TH OP r RAIV�Y L EPLER LiC. NO.32809 -toNAL DATE: 12/04/2018 SCALE: , 1" = 10' DESIGNED BY: KASITTC FILE NO. 3015L SHEET 27 OF 36 181-14 TRAIL 1 CROSS SECTION 15+00 -30 -20 -10 0 10 20 CROSS SECTION 14+00 00 cm 670 - PROP. GRADE @ X -SEC. PROP. BOARDWALK N - EX. GRADE @ DESIGN BY OTHERS rx-SEc. ��. 650 - - C) 0- r r 9. fl - 640 J Q IY V) 630 -30 -20 -10 0 10 20 CD CROSS SECTION 13+00 10 0 10 20 SCALE: 1" = 10' 30 670 - 16601 630 30 TRAIL 1 650 - - - - PROP. GRA E - - - - @ X -SEC. PROP. BOARDWALK Ex.: GRADE @ - DESIGN BY OTHERS - -- - X -SEC. - -- 630 - t-- - - - 620' 11 O d -20 -10 0 10 20 - CROSS SECTION 18+00 680 -`1610 30 ,3t1 -20 -10 0 10 20 30 CROSS SECTION 17+00 I 660 - — n0 �— - - PROP. GRACIE _ 650 `� @ X -SEC._ 650 Ex. GRADE 2.00% 640 1 - - --630 J — — C7 a - o - - - -- -- _ 620 -6 -30 -20 -10 0 10 20 30 CROSS SECTION 15+00 NOTES: 1. TRAIL #2 OMITTED DUE TO SHORT LENGTH OF TRAIL. TRAIL 2 OMITTED N W) WOR I: r = cp m Ci N Jto 0) co > C _C 0 _ Ln ` 0 Oi T = CL Q} c f;1 W W �W s W U) J_ ;> z 0 QZ Wa V)Lu - D Ile mW tL w o F- LuLu LL U M LL z SP NUMBER: #45-18 Rev. No. Date H op . RAY L KEPLER Lic. No 32809 L DATE: 1210412018 SCALE: - 1" = 10' DESIGNED BY: KASITTC FILE NO. 3015L SHEET 28 OF 36 18-"14 660 660 - -- - 650 EX. GRADE @ X -SEC. 640 = - � 630 p 620 — ! - . -30 -20 -10 a 2.01 /d Q <' 0 r PROP. GRADE - @ X -SEC. - _ _ --650 - - _ -- _ _ — 10 20 T _ .640 30 820 CROSS SECTION 15+00 -30 -20 -10 0 10 20 CROSS SECTION 14+00 00 cm 670 - PROP. GRADE @ X -SEC. PROP. BOARDWALK N - EX. GRADE @ DESIGN BY OTHERS rx-SEc. ��. 650 - - C) 0- r r 9. fl - 640 J Q IY V) 630 -30 -20 -10 0 10 20 CD CROSS SECTION 13+00 10 0 10 20 SCALE: 1" = 10' 30 670 - 16601 630 30 TRAIL 1 650 - - - - PROP. GRA E - - - - @ X -SEC. PROP. BOARDWALK Ex.: GRADE @ - DESIGN BY OTHERS - -- - X -SEC. - -- 630 - t-- - - - 620' 11 O d -20 -10 0 10 20 - CROSS SECTION 18+00 680 -`1610 30 ,3t1 -20 -10 0 10 20 30 CROSS SECTION 17+00 I 660 - — n0 �— - - PROP. GRACIE _ 650 `� @ X -SEC._ 650 Ex. GRADE 2.00% 640 1 - - --630 J — — C7 a - o - - - -- -- _ 620 -6 -30 -20 -10 0 10 20 30 CROSS SECTION 15+00 NOTES: 1. TRAIL #2 OMITTED DUE TO SHORT LENGTH OF TRAIL. TRAIL 2 OMITTED N W) WOR I: r = cp m Ci N Jto 0) co > C _C 0 _ Ln ` 0 Oi T = CL Q} c f;1 W W �W s W U) J_ ;> z 0 QZ Wa V)Lu - D Ile mW tL w o F- LuLu LL U M LL z SP NUMBER: #45-18 Rev. No. Date H op . RAY L KEPLER Lic. No 32809 L DATE: 1210412018 SCALE: - 1" = 10' DESIGNED BY: KASITTC FILE NO. 3015L SHEET 28 OF 36 18-"14 N TI C TRAIL 3 -su -cu 0 10 CROSS SECTION 3+00 20 30 65C 0640 r 630 U co 620 0 Ll -,cu : 1 u u 10 CROSS SECTION 1+00 10- 0 10 20 SCALE: 1" = 10' -ju -Lu -1u 0 10 20 30 CROSS SECTION 2+00. 20 01 C'T.7 620 -30 6201 -30 TRAIL 3 - - - EX GRADE @ X.SEC. 2 CROSS SECTION 6+00 EX. GI - - - X -SEC -20 T- - -10 0 10 CROSS SECTION 5+00 20 30 20 30 _1u 0 10 20 30 CROSS SECTION 4+00 ails E0 - 660 Q 650 -30 TRAIL 3 '44 I u u 1' 0 20 30 CROSS SECTION 9+00 Q APPROX. LOCATION 13F HR -1 SHOWN, I: CONTRACTOR TO VERIFY FINAL m LOCATION WITH OWNER 6t PROP. HR -1 = (PEDESTRIAN GUARD RAILINf ,ADE @ PROP. RETAINING WALL DESIGN BY 660 OTHERS i 2.00% PROP. GRADE -- - - @ X -SEC. -30 -20 -30 -20 U - - I 640 J v Q !r I-' l7l U II U1 0 - v LLI -20 -10 0 o 10 CROSS SECTION 6+00 EX. GI - - - X -SEC -20 T- - -10 0 10 CROSS SECTION 5+00 20 30 20 30 _1u 0 10 20 30 CROSS SECTION 4+00 ails E0 - 660 Q 650 -30 TRAIL 3 '44 I u u 1' 0 20 30 CROSS SECTION 9+00 Q APPROX. LOCATION 13F HR -1 SHOWN, I: CONTRACTOR TO VERIFY FINAL m LOCATION WITH OWNER 6t PROP. HR -1 = (PEDESTRIAN GUARD RAILINf ,ADE @ PROP. RETAINING WALL DESIGN BY 660 OTHERS i 2.00% PROP. GRADE -- - - @ X -SEC. -30 -20 -30 -20 CROSS SECTION 7+00 -30 -20 6.30' _ .30 -20 670, TRAIL 3 -- _ APPROX. LOCATION OF HR -1 SHOWN, - -- CONTRACTOR TO VERIFY FINAL - - LOCATION WITH OWNER PROP. HR -1 -- - (PEDESTRIAN - GUARD RAILING) -- 660 PROP. RETAINING 2. fi0% WALL DESIGN BY OTHERS PROP. GRADE - _ - 9X SEC... _ EX. GRADE @ 660 X -SEC. E5 - 640 C7 - CD- -10 0 10 20 CROSS SECTION 12+00 30 a o APPROX. LOCATION OF HR -1 SHOWN, ci ai CONTRACTOR TO VERIFY FINAL to LOCATION WITH OWNER j PROP. HR -1 (PEDESTRIAN 670 GUARD RAILING) EX. GRADE @ PROP. GRADE X -SEC. @ X -SEC. 2.002� PROP. RETAINING �OOWALL DESIGN BY 660 -- OTHERS OP. TRAIL'r- - - - 650 U _ I o _ o i - -10 0 10 20 CROSS SECTION 11+00 PROR GRADE 1 @ X -SI=C. EX. GRADE I@ 660 X -SEC. 2- n0°/a 2.00°/a t/ -- EX.13MPW/U"� - - - - EX. B - - ER _GROUND -- -30 -20 '10 0 10 CROSS SECTION 10+00 -1630 30 660 650 640 I 630 y20 30 N WA CO T- E r.NN if to C J CR Id c �+ c O G1 W) CL LL UJZ U - - - 640 J Q _ I-' O U II U1 0 - Q v Z LLI 5 U) o _ — — v w 630 -10 0 W 10 20 30 CROSS SECTION 8+00 r"` c APPROX. LOCATION OF HR -1 SHOWN,- - CONTRACTOR TO VERIFY FINAL LOCATION WITH OWNER - LIM 6160 Ek. RETAINING i WALL PROP. HR -1 (PEDESTRIAN GUARD RAILINC3 ___660 - PROP. RETAINING �- - WALL DESIGN BY OTHERS - 2.D0°ia 3.1 _-_- _ s EX. GRADE @ 640 X -SEC. - PROR GRADE - @ X -SEC. - - 630 14 -- CD -' CD C) — +sa0 - -- -10 0 10 20 30 CROSS SECTION 7+00 -30 -20 6.30' _ .30 -20 670, TRAIL 3 -- _ APPROX. LOCATION OF HR -1 SHOWN, - -- CONTRACTOR TO VERIFY FINAL - - LOCATION WITH OWNER PROP. HR -1 -- - (PEDESTRIAN - GUARD RAILING) -- 660 PROP. RETAINING 2. fi0% WALL DESIGN BY OTHERS PROP. GRADE - _ - 9X SEC... _ EX. GRADE @ 660 X -SEC. E5 - 640 C7 - CD- -10 0 10 20 CROSS SECTION 12+00 30 a o APPROX. LOCATION OF HR -1 SHOWN, ci ai CONTRACTOR TO VERIFY FINAL to LOCATION WITH OWNER j PROP. HR -1 (PEDESTRIAN 670 GUARD RAILING) EX. GRADE @ PROP. GRADE X -SEC. @ X -SEC. 2.002� PROP. RETAINING �OOWALL DESIGN BY 660 -- OTHERS OP. TRAIL'r- - - - 650 U _ I o _ o i - -10 0 10 20 CROSS SECTION 11+00 PROR GRADE 1 @ X -SI=C. EX. GRADE I@ 660 X -SEC. 2- n0°/a 2.00°/a t/ -- EX.13MPW/U"� - - - - EX. B - - ER _GROUND -- -30 -20 '10 0 10 CROSS SECTION 10+00 -1630 30 660 650 640 I 630 y20 30 N WA CO T- E r.NN if to C J CR Id c �+ c O G1 W) CL LL UJZ SP NUMBER: #451-18 Rev. No. Date RAN L. PLER' Lic. No. 32809 a 1=-I �'' 10NAL DATE: 12104/2018 SCALE: 1" = 10' DESIGNED BY: KASITTC FILE NO. 3015L SHEET 29 4F 316 Lu Q O U J U1 0 D < Z LLI 5 U) cq Y L) w om W W LL co LIM SP NUMBER: #451-18 Rev. No. Date RAN L. PLER' Lic. No. 32809 a 1=-I �'' 10NAL DATE: 12104/2018 SCALE: 1" = 10' DESIGNED BY: KASITTC FILE NO. 3015L SHEET 29 4F 316 0 6 f 0 r 1 5 6 PROP. RETAINING - WALL DESIGN BY 2.00% - OTHERS PROP. GRADE l EX. GRADE @ X -SEC. 650 - i TRAIL 3 PROP. HR -1 (PEDESTRIAN GUARD RAILING) APPROX. LOCATION FF­HR-1SHOWN, I�I CONTRACTOR TO VERIFY FINAL Jp LOCATION WITH OWNER - I. p o - 640 - -- - - - o -30 -20 -10 0 10 CROSS SECTION 15+00 _I- 640 20 30 -30 -20 -10 0 10 20 30 CROSS SECTION 14+00 0 640' r I4 - -- - — � 6311 - - - - - 0 -- - UJ - - 620 - -30 -20 -10 0 10 CROSS SECTION 13+00 �]. 0 10 20 SCALE: 1 " = 10' 20 30 TRAIL 3 EX. GRADE @ X -SEC. 670 - PROP. GRADE _ _ 6811 4@ X -SEC. PROP. BOARDWALK DESIGN BY OTHERS - 670 660 650 it c+ - 0 640,-- -30 -20 -10 0 10 20 CROSS SECTION 18+00 -30 :L640 30. PROP. GRADE @ X -SEG. PROP; BOARDWALK 670 DESIGN BY OTHERS -_-- - 650 CD 0 o - - - 640 -20 - -10 0 10 -- - 20 30 CROSS SECTION 17+00 APPROX. LOCATION OF HR -1 SHOWN,- `� CONTRACTOR TO VERIFY FINAL I LOCATION WITH OWNER 7OP. HR -1 680 EDESTRIAN IJARD RAILING) - 670 TAINING SIGN BY- DTHERS - P PROP. GRADE r @ X -SEC. EX. GRADE @ - X -SEC. J - u — C) 0 o 640 i - + ---30 - - - -20 -10 0 10 CROSS SECTION 16+00 20 650 30 TRAIL 3 -30 -20 - r - - 690 GRADE - - EC. --- - -- PROP. BOARDWALK - DESIGN BY OTHERS 680 -10 0 10 20 CROSS SECTION 20+00 650 30 CROSS SECTION 19+00 TRAIL 4 -30 -20 -10 0 10 20 30 CROSS SECTION 1+50 -30 -20 -10 0 10 CROSS SECTION 1+00 20 30 -30 -20 -10 0 10 20 30 CROSS SECTION 0+50 Nm) oa c E W r C N V N V [V C (00) C n Gf c 0.q}} Y7 F_ r c 1 + 0 _(;10-z W LLIZ ' i W 0 �W LLJ U) J > J 0 Q Z W 0} D U3 Q � U7 b M W W w LL D U LL z SP NUMBER: #45-18 Rev. No. Date H op RA LER 0 Lic. Na. 32809 �c DATE: 1210412018 SCALE: - 1" =10' DESIGNED BY: KASITTC FILE N4. 3016L SHEET 30 OF 36 18-14 2016 ROAD & BRIDGE STANDARDS S-2 HANDRAIL IS TO BE PROVIDED FOR STEPS HAVING THREE OR MORE RISERS, AND WILL MEET THE N-1-5 TABLE QE QUANTITIES W- 3' 0, Gi ?a 4 5 5 6 6 7 7 1 8 W- 4' 5 6 7 7 8 8 9 10 W 3' 6 7 8 9 9 10 11 12 W - 4' W 5' CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. INCREMENTS 'J]E 4. ON STEPS MORE THAN 44 INCHES WIDE BUT LESS THAN 88 INCHES WIDE, ONE HANDRAIL ON N CONCRETE REINF. STEEL REINF. CONCRETE CONCRETE STEEL REINF. STEEL CONCRETE REINF. N STEEL . CU. YARDS LBS. CU. YARDS LBS. CU. YARDS LBS. CU. YARDS LBS. THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 1 0.275 TYPE A 0.340 0.405 504 0.065 801.03 1 2 0.401 r 0.494 0.587 i Y i 5, MIN 0.093 r fcp 12 2 3 0.528 0.648 0.768 _ _ POSTS : 2" MIN. NPS (2.375" O.D.) SCHE 0.120 RAILS = 2" MIN. NPS (2.375" O.D.) SCHED 3 4 0.654 PARALLEL 0.802 0.950 // 0.148 4 5 0.781 0.957 1.133 �/ r r 12;1 N{AX 0.176 r� i2'� M 5 6 0.907 51 1,111 61 1.315 71 0.204 10 6 7 1.034_ _ 63 1.265 75 1.496 87 0.231 12 7 8 1.160 71 1.419 91 1.678 104 0.259 13 8 9 1.287- 86 1.574 101 1.861 _ _ 122 0.287 15 9 10 1.413 94 1.728 118 2.043 134 0.315 16 10 11 1,540 112 1.883 129 2.226 155 0.343 17 11 12 1.688 121 2.036 149 2.406 177 0.370 19 12 13 1.793 140 2.191 171 2.589 201 0.398 30 13 14 1.919 150 2.345 183 2.771 215 0,426 32 14 15 2.046 _ 160 2.500 195 _ 2.954 229 0.454 35 15 16 2.172 170 2.653 207 3.134 244 0.481 37 16 17 2.299 180 2.808 219 3.317 258 0.509 39 17 18 2"425 190 2.962 231 3.499 272 0.537 41 18 19 2.552 200 3.117 _ _ 243 3.682 287 0.565 43 19 20 2.678 210 3,271 256 3.864 301 0.593 45 20 21 2.805 220 3.425 268 4.045 315 0.620 48 21 22 2.931 230 3.579 280 4.227 330 0.648 50 22 23 3.058240 3.734 292 4.410 344 0.676 52 23 24 3.184 1 250 3.888 304 4.592 358 0.704 1 54 24 25 3.311 1 260 4.042 316 4.773 372 0.731 1 56 25 Increments to be added for each additional foot of width. N - Indicates number of steps exclusive of landing. W - Indicates width Between sidewoils. For detail drawings and dimensions of steps see sheet 1. xv[1QT ROAD AND BRIDGE STANDARDS STANDARD CONCRETE STEPS FOR VIRGINIA DEPARTMENT OF TRANSPORTATION /� 2• q I SLOPE SPECIFICATION REFERENCE 105 504 SHEET 2 OF2 REVISION 'DATE 601.04 2016 ROAD & BRIDGE STANDARDS BARS A TO BE l EQUALLY SPACED.' FOR NO.OF BARS ` SEE TABLE BELOW. i A� L V`3 S-2 BARS A AND C r N Vg . , ELEV. PROPOSED OR BARS A AND C EXISTING WALK, YARD.ETC. BARS B BARS 12" PLAN AARs c# 4 io A J '- ONE BAR B TO BE N A PLACED UNDER EACH STEP AND TWO UNDER LANDING AS SHOWN. - V1 - 1.000 CU. FT. I ,� ` V1 V2 - 0.583 CU. FT. V3 0.750 CU. FT. V4 - 0.708 CU, FT. 1f2 BARS A NO. 4 12„ FROM PICTORIAL VIEW IT IS SEEN THAT, Vd ELEV. PROPOSED V - V1 W*2V2 (N-1)*V3 (WN*1)-2V4 BARS B N0. 4 • .+ OR EXIST. SIDEWALK 27 OR SHOULDER. SUBSTITUTING VALUES OF ELEMENTARY VOLUMES,to •. ; + V -1.000 W+1.166(N-D-0.750(WN-D-1.418 `'• 27 ' • • . V - INDICATES TOTAL VOLUME OF STEPS IN CUBIC YARDS, SECTION A -A, V1 , V2 V3 & V4 - INDICATE ELEMENTARY VOLUMES USED IN COMPUTING V. W - INDICATES CLEAR WIDTH OF STEPS, IN FEET, BETWEEN SIDEWALLS N - INDICATES NUMBER OF STEPS IN INSTALLATION EXCLUSIVE OF LANDING, L1 - INDICATES LENGTH OF BARS A, IN INCHES, L1 • 13.416N * 8" L2 - INDICATES LENGTH OF BARS B IN INCHES L2 - 12W * 9" NUMBER OF BARS A HANDRAIL IS TO BE PROVIDED FOR STEPS HAVING THREE OR MORE RISERS, AND WILL MEET THE N-1-5 N-6 N-7 N-8 N-9 N-10 N-11 N-12 N-13-25 W- 3' 0, Gi ?a 4 5 5 6 6 7 7 1 8 W- 4' 5 6 7 7 8 8 9 10 W- 5' 6 7 8 9 9 10 11 12 L3 - INDICATES LENGTH OF BARS C. IN INCHES. L3 13.416N * 18" HANDRAIL IS TO BE PROVIDED FOR STEPS HAVING THREE OR MORE RISERS, AND WILL MEET THE NOTE. COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: FOLLOWING CONDITIONS; A LANDING IS TO BE PROVIDED WHERE 12 OR MORE STEPS ARE REQUIRED. 1. ON STEPS LESS THAN 44 INCHES WIDE HAVING BOTH SIDES ENCLOSED, AT LEAST ONE HANDRAIL, MINIMUM SIZE OF LANDING TO BE W + 1 FOOT X 4 FEET. PREFERABLY ON THE RIGHT SIDE DESCENDING, 6. HANDRAILS SHALL MATCH GRADE OF RAMPS SIDEWALKS AND STEPS. 2. ON STEPS LESS THAN 44 INCHES WIDE HAVING ONE SIDE OPEN, ONE HANDRAIL ON EACH SIDE. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 3. ON STEPS LESS THAN 44 INCHES WIDE HAVING BOTH SIDES OPEN, ONE HANDRAIL ON EACH SIDE. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. BE SUMMARIZED FOR EACH CURB CUT RAMP, FOR OTHER WIDTHS THE APPROXIMATE SPACING OF BARS A 4. ON STEPS MORE THAN 44 INCHES WIDE BUT LESS THAN 88 INCHES WIDE, ONE HANDRAIL ON IN INCHES WILL BE EQUAL TO 80/N WITH A MINIMUM SPACING OF 6". SIDEWALK RAMP 12:1 MAX REINFORCING BARS TO BE USED IN INSTALLATIONS OF 6 OR MORE STEPS. 5. ON STEPS 88 OR MORE INCHES WIDE, ONE HANDRAIL ON EACH SIDE, AND ONE INTERMEDIATE HANDRAIL FOR TABULATION OF CONCRETE AND STEEL QUANTITIES SEE SHEET 2. LOCATED APPROXIMATELY MIDWAY OF THE WIDTH. SPECIFICATION . 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP `V�QT REFERENCE STANDARD CONCRETE STEPS FOR 2*1 SLOPE ROAD AND BRIDGE STANDARDS THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 105 PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A REVISION DATE SHEET 1 OF 2 504 VIRGINIA DEPARTMENT OF TRANSPORTATION 801.03 2016 ROAD & BRIDGE STANDARDS CG -12 ROADWAY GRADE IN PERCENT NOTE. COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HR i WALL DETAILS. HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) GENERAL NOTES: CURDETECTABLE WHEN REQUIREDCG-3 SQUARE AR YARDS) 6. HANDRAILS SHALL MATCH GRADE OF RAMPS SIDEWALKS AND STEPS. SURFACOER( IN 1, THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 8 12 BE SUMMARIZED FOR EACH CURB CUT RAMP, 2- DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR I i DETECTABLE WARNING SUFACES- PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12:1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CC -12 DETECTABLE 48=i MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND DETECTABLE SPECIAL DESIGN SECTION FOR APPROVAL. . 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4' FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT W17H REQUIRED BARS. 1 [89 MM) 4, IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO MAX THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 10-1 PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5. REQUIRED BARS RE TO BE NO.5 X 8" PLACED VCENTER TO CENTER ALONG PERPENDICULAR BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1112". Y 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS r ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. i Y i 5, MIN 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED r fcp 12 BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER3 121 MAX AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, POSTS : 2" MIN. NPS (2.375" O.D.) SCHE OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS RAILS = 2" MIN. NPS (2.375" O.D.) SCHED AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE PARALLEL HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS // UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED 44 AND USED BY PEDESTRIANS, 8, RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT �/ r r 12;1 N{AX THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK ANDAX THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS r� i2'� M PERPENDICULAR TO THE CURB.y, >K�` MIN 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK, WHEN THE ENTRANCE RADII CANNOT MIN ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK 4, MIN TRAFFIC, REFER TO STANDARD CG -13, COMMERCIAL ENTRANCE (HEAVY AT >K 2" HIGHER THAN TRUCK TRAFFIC)FOR CONCRETE DEPTH. _N_ EDGE OF PAVEMENT 10, WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT >K X , SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH, \� MATCH BOTTOM OF 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4' x 4'LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY, THIS 4' x 4' 2"SM-9.5A SURFACE COURSE LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME n 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF Is7 1.6"-2.4" C -C CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE �*� o WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD © 0 0 0 0 0 z DENSITY AT OPTIMUM MOISTURE CONTENT -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) 5 C) 0 0 0 0 0 0 0 0 0 0 0 - THE BACK OF CURB. ACCESSIBILITY BASE COURSE VDOT VTM-1 METHOD) * CONCRETE TO BE AIR ENTRAINED. AIR TO BE 6% ±1.5. SLUMP TO BE 5" ±11I TYPICAL TRAIL TIE IN TO BOARDWALK 0 0 0 0 0 0 0 0 0 0 0 0 The VanHorn Roil GUIDEBOOK U DOOR REC FOR Asphalt Oaerl� GUIDEBOOK RE� FOR 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 a LANDING RAMP 11/015/14 N.T.S. N.T"S, AND TRAILS N•T.S. AND TRAILS N.T.S. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N.T.S. VER 1 cv 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5O% -55Y OF BASE TOP DIAMETER DIAMETER 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DETECTABLE WARNING o� AT BACK OF CURB -4 0.9"-1.4" VARIABLE FULL WIDTH OF RAMP FLOOR SEE NOTE 12, BASE DIAMETER _� PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL D ES CG -12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS (GENERAL NOTES) SHEET 1 OF 5 REVISION DATE 105 2D3.fl5 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION _ SO2 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS MAX. 6'-0" MAX. 6'-0" GRIPPING RAJ( �- 41%2" O,C, Yq" NPS PIPE PICKET �� �_4`/g" O.C- %'' SOLID PICKET GROUNDING ELECTRODE RAIL EXPANSION JOINTS AT-k•r' INTERVALS NOT EXCEEDING 3" MAX - INTERVALS 30 FEET. 1'-3" POSTS : 2" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPE RETAINING WALL RAILS :21' MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE EXPANSION JOINT PICKETS - N' MIN. NPS (1.05" O.D.) SCHEDULE 40 PIPE OR s " MIN. SOLID STEEL SMOOTH ROUND ROD HR -1 TYPE II PEDESTRIAN RAILING (FOR USE ALONG SIDEWALKS AND RAMPS) SEE ROADWAY PLANS 2" rain. SEE ROAD PLANS ROADWAY GRADE IN PERCENT FOR RETAINING HR i WALL DETAILS. AND STEPS. 5 7 MAX. 6-0'' 6. HANDRAILS SHALL MATCH GRADE OF RAMPS SIDEWALKS AND STEPS. MAX. 6`0- ' -0"/2" 6 9 112"DA. SOLID STEEL SMOOTH 8 12 5 ROUND ROD (7YP.) OR I i 14 i5 I I WITHOUT BUFFER STRIP I" STANDARD PIPE. DETECTABLE WARNING SURFACE 9. COMMERCIALLY AVAILABLE RAILING SYSTEMS MAY BE USED IN LIEU SPECIFICATION REFERENCE I n ANCHOR 1 [89 MM) 105 ANCHOR THE MANUFACTURER VERIFYING THAT PROJECT REQUIREMENTS ARE OF TRANSPORTATION502 4" 300]0 PSI VDOT BOLTS MET WITH THE RAILING SYSTEM SHALL BE SUBMITTED WITH THE BOLTS 4" O.C. INSTALLATION DRAWINGS AND APPROVED BY THE ENGINEER IN -2% ACCORDANCE WITH NOTE 1, RULE 80 PIPE RAIL EXPANSION JOINTS AT 1 (TYP.)p I 3" MAX, 30 FEET. 1`3" POSTS : 2" MIN. NPS (2.375" O.D.) SCHE RETAINING WALL RAILS = 2" MIN. NPS (2.375" O.D.) SCHED EXPANSION JOINT PICKETS Y4" MIN. NPS (1.05'" O.D.) SCH GROUNDING PEDESTRIANS AND SHOULD NOT BE PLACED IN ANY LOCATION OR Y111 MIN, SOLID STEEL SMO // 44 12,. MIN (100 mm) BOARDWALK TRAIL \� MATCH BOTTOM OF 3" MAX. SOIL AGGREGATE BA SE 2"SM-9.5A SURFACE COURSE COMPACTED SUBGRADE COMPACTED TO 95/a ° 4II SUBBASE ��`\� 1� �� '+� (21-A STONE} .�\ COMPACTED SUBGRADE (COMPACTED TO 96% DENSITY ANCHOR BOLTS OR TYPICAL SECTIONS ' --CONCRETE STEPS FOR DISTANCE TO 1112" NPS SCHEDULE 40 PIPE MIN POSTS : 1%"' MIN. NPS (1.90" O.D.) SCHEDULE 80 PIPE SIDEWALK OR SHARED GRIPPING RAIL RAILS iI/2" MIN, NPS (1.90" O.D-) SCHEDULE 40 PIPE USE PATH. GROUNDING12" 21/4" ruin. ELECTRODE HR -1 TYPE I HANDRAIL MIN. (FOR USE ALONG STEPS) NOTES SOLID STEEL 1. THE CONTRATOR SHALL SUBMIT DRAWINGS DETAILING ALL SMOOTH ROUND ROD ASPECTS OF FABRICATION AND INSTALLATION OF RAILING, CONCRETE FOOTING TO INCLUDING CONCRETE FOUNDATIONS FOR APPROVAL BY THE BE DESIGNED BASED ON GRIPPING RAIL DETAIL ENGINEER PRIOR TO INSTALLATION. SHOP DRAWINGS SHALL SOIL CONDITIONS. 12 ANCHOR BOLTS (FOR USE ALONG SIDEWALKS AND RAMP57 BE SIGNED AND SEALED BY A P'ROFFESSIONAL ENGINEER, MIN. HOLDING A VALID LICENSE TO PRACTICE ENGINEERING IN GRIPPING RAIL SHALL BE INSTALLED WHEN THE COMMONWEALTH OF VIRGINIA. THE SIDEWALK OR RAMP GRADES ARE EQUAL 2. ALL RAILING COMPONENTS AND FASTENERS SHALL BE GALVANIZED IN EARTH FOUNDATION DETAIL RAIL OWILL RBET NCIbEER NTIAL TO 70057 OF G 70ACHIEVEA WITH COATENG ONNT AALL SURFACES VENTINGBRIDGE AAND S. (FOR USE WITH TYPE if& IIIRAILINGS) THE RAILING. DRAINAGE HOLES FOR GALVANIZING SHALL BE INCLUDED IN THE SHOP DRAWINGS. 3. ALL FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A307, ASTM A563, AND ASTM F844. ALL ANCHOR BOLTS SHALL BE IN MAX. 6'-0' MAX, 6"-0"�{ ACCORDANCE WITH AASHTO M314, GRADE 36. y SEE ROAD PLANS 4112" Q.C. 7q" NPS PIPE PICKET 4" FOR RETAINING 4• A CHEMICAL ANCHOR SYSTEM FROM VD07'S APPROVED MATERIAL 4J8" O.C.S/g" SOLID PICKET 4 WALL DETAILS. LIST MAY BE USED IN LIEU OF CAST IN PLACE ANCHORS AND SHALL BE INCLUDED IN THE SHOP DRAWINGS EDULE ROADWAY GRADE IN PERCENT 5, POSTS SHALL BE MITERED TO MATCH GRADE OF RAMPS, SIDEWALKS, 0 4 6 AND STEPS. 5 7 2 6. HANDRAILS SHALL MATCH GRADE OF RAMPS SIDEWALKS AND STEPS. � 1 6 9 7. ALL POSTS AND PICKETS SHALL BE SET PLUMB. 8 12 5 BE RAILINGS H R AEFFECTIVELY N 8. L GS S ALL B� G OUNDED ANDBONDED. I i 14 i5 I I WITHOUT BUFFER STRIP WITH ST'D. FE -6. DETECTABLE WARNING SURFACE 9. COMMERCIALLY AVAILABLE RAILING SYSTEMS MAY BE USED IN LIEU SPECIFICATION REFERENCE I n OF DESIGNING AND FABRICATING THE RAILING. DOCUMENTATION FROM 1 [89 MM) 105 ANCHOR THE MANUFACTURER VERIFYING THAT PROJECT REQUIREMENTS ARE OF TRANSPORTATION502 4" 300]0 PSI VDOT BOLTS MET WITH THE RAILING SYSTEM SHALL BE SUBMITTED WITH THE INSTALLATION DRAWINGS AND APPROVED BY THE ENGINEER IN -2% ACCORDANCE WITH NOTE 1, RULE 80 PIPE RAIL EXPANSION JOINTS AT 1 INTERVALS NOT EXCEEDING 3" MAX, 30 FEET. 1`3" POSTS : 2" MIN. NPS (2.375" O.D.) SCHE RETAINING WALL RAILS = 2" MIN. NPS (2.375" O.D.) SCHED EXPANSION JOINT PICKETS Y4" MIN. NPS (1.05'" O.D.) SCH GROUNDING PEDESTRIANS AND SHOULD NOT BE PLACED IN ANY LOCATION OR Y111 MIN, SOLID STEEL SMO EDULE ROADWAY GRADE IN PERCENT 5, POSTS SHALL BE MITERED TO MATCH GRADE OF RAMPS, SIDEWALKS, 0 4 6 AND STEPS. 5 7 2 6. HANDRAILS SHALL MATCH GRADE OF RAMPS SIDEWALKS AND STEPS. 3 6 9 7. ALL POSTS AND PICKETS SHALL BE SET PLUMB. 8 12 5 BE RAILINGS H R AEFFECTIVELY N 8. L GS S ALL B� G OUNDED ANDBONDED. 6 14 i5 GROUNDING MATERIALS INSTALLATION TO BE IN ACCORDANCE WITHOUT BUFFER STRIP WITH ST'D. FE -6. DETECTABLE WARNING SURFACE 9. COMMERCIALLY AVAILABLE RAILING SYSTEMS MAY BE USED IN LIEU SPECIFICATION REFERENCE OF DESIGNING AND FABRICATING THE RAILING. DOCUMENTATION FROM 1 [89 MM) 105 ANCHOR THE MANUFACTURER VERIFYING THAT PROJECT REQUIREMENTS ARE OF TRANSPORTATION502 4" 300]0 PSI VDOT BOLTS MET WITH THE RAILING SYSTEM SHALL BE SUBMITTED WITH THE INSTALLATION DRAWINGS AND APPROVED BY THE ENGINEER IN -2% ACCORDANCE WITH NOTE 1, RULE 80 PIPE 10. HANDRAIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF ULE 4fl PIPE THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, 40 PIPE 61 11. THIS HANDRAIL IS TO BE USED ONLY AS A PROTECTION FOR OTH ROUND ROD GROUNDING PEDESTRIANS AND SHOULD NOT BE PLACED IN ANY LOCATION TO ANY VEHICULAR IMPACT. HR -1 TYPE III BICYCLE RAILING ELECTRODE F©HFRERVEHICUL�AR HT RO ECTONIT BETSTANDARD GUARDRAIL SHOULD (FOR USE ALONG SHARED USE PATHS) BE USED. _ SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. XVD❑T REFERENCE STANDARD HANDRAIL ROAD AND BRIDGE STANDARDS 105 METHOD OF LOCATING AND ERECTING REVISION DATE SHEET 1 OF i 238 504 VIRGINIA DEPARTMENT OF TRANSPORTATION 7/11 601.05 2016 ROAD & BRIDGE STANDARDS CG -12 2016 ROAD & BRIDGE STANDARDS s5 DOWELS, 8" LONG AT 12" C -C 5' M 121 MAX "1 I � I PERMISSIBLE CONSTRUCTION JOINT 5i B 5i �12:1 MAX � I RAMP L'RMP (SEE TABLET TABLE} TRUNCATED DOMES SEE SHEET 1 OF 5 FOR DETAILS 5'-0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 1MAX 20:1 z M -I SECTION A -A PERMISSIBLE CONSTRUCTION JOINT SECTION B -B NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 5. THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH FEET -77-CURB CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 1O 15 6 14 i5 XVDDT ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 203-07 07/16 WITH BUFFER STRIP WITH BUFFER STRIP CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK VIN CROSSWALK WITHOUT BUFFER STRIP Ic 0 V1 CROSSWALK A 4'SBUARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL BE PROvVED FOR f - CURB 4' BEEPER STRIP 5' SIDEWALK DIAGONAL PLACEMENT LANi71NG 48=J MAX. LANDING 48"t MAX. SLOPE SLOPE CURB CURB SECTION 2016 ROAD & BRIDGE STANDARDS NOTES: 1. TRIM VEGETATION AND REMOVE OBSTRUCTIONS WITHIN THE CLEAR ZONE TO ACCOMMODATE TRAIL USERS. 2, 11Y VERTICAL CLEAR ZONE FROM EDGE OF SHOULDER, HORIZONTAL CLEAR ZONE VARIES WITH TRAIL WIDTH. 3. TRAIL LOCATION SHALL BE ROUTED TO MINIMIZE LAND DISTURBANCE, 4. SIGNS INDICATING "NOT FOR MOTORIZED VEHICLES" SHALL BE PROVIDED. TRAIL CLEAR ZONES 03/20/18 N.T.S. VER 1 gROSWALK 4 CS�2+1 � � CURB n� II N II CURB 2' C©NOCR£TE 10' WITH BUFFER STRIP HARD SURFACE HARD SURFACE CONCRETE SURFACING - NOTCH TOP TO BURY UNDER ASPHALT TRAIL -� 3 2�� ASPHALT TRAIL6' OVERLAP CONCRETE WITHOUT BUFFER STRIP CC -12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE TYPE B (PARALLEL) APPLICATION 1 [89 MM) 105 VIRGINIA DEPARTMENT OF TRANSPORTATION502 4" 300]0 PSI VDOT SECTION 2016 ROAD & BRIDGE STANDARDS NOTES: 1. TRIM VEGETATION AND REMOVE OBSTRUCTIONS WITHIN THE CLEAR ZONE TO ACCOMMODATE TRAIL USERS. 2, 11Y VERTICAL CLEAR ZONE FROM EDGE OF SHOULDER, HORIZONTAL CLEAR ZONE VARIES WITH TRAIL WIDTH. 3. TRAIL LOCATION SHALL BE ROUTED TO MINIMIZE LAND DISTURBANCE, 4. SIGNS INDICATING "NOT FOR MOTORIZED VEHICLES" SHALL BE PROVIDED. TRAIL CLEAR ZONES 03/20/18 N.T.S. VER 1 N Lo C OD W Ir - 0 04 C !V C4 (J M 'a Im '- CSN '� ti M ;' -� +� C Y a) O GI s W) .5 C_ w U 1✓i Id J < Z LIJ 0 V) 2 W C Z W LL 2 U) SP NUMBER: #45-18 Rev. No. Date ' TH ©p' 1� ® AN Y L.' EPLER Lic. N0.3280964 NIP 0 � A) N&OXAL DATE: 1210412018 DESIGNED BY: KAS/TTG FILE NO. 3015L SHEET 32 DF 36 ROLL TOP OF 2_ 2' 10' SOFT SURFACE 1g*� (457 mmj HARD SURFACE HARD SURFACE CONCRETE SURFACING - NOTCH TOP TO BURY UNDER ASPHALT TRAIL -� 3 2�� ASPHALT TRAIL6' OVERLAP CONCRETE 2` MIN 5' 2' MIN 1 [89 MM) SHOWN \ 4" 300]0 PSI VDOT (38 mm j -2% A3 CONCRETE e 4 � M. 61 1r1 SO mm l 4 �� T :!3Ik_ // 44 (100 mm) BOARDWALK TRAIL \� MATCH BOTTOM OF /e SLOPE @ 3 TO 1 (33% OR 18,5°} SOIL AGGREGATE BA SE 2"SM-9.5A SURFACE COURSE COMPACTED SUBGRADE COMPACTED TO 95/a ° 4II SUBBASE ��`\� 1� �� '+� (21-A STONE} .�\ COMPACTED SUBGRADE (COMPACTED TO 96% DENSITY SOFT SURFACE WITH TOP OF HARD * DETAIL FROM USDA * DETAIL FROM USDA 4" COMPACTED #21A AGGREGATE DENSITY AT OPTIMUM MOISTURE CONTENT AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) SURFACE ACCESSIBILITY ACCESSIBILITY BASE COURSE VDOT VTM-1 METHOD) * CONCRETE TO BE AIR ENTRAINED. AIR TO BE 6% ±1.5. SLUMP TO BE 5" ±11I TYPICAL TRAIL TIE IN TO BOARDWALK The VanHorn Roil GUIDEBOOK U DOOR REC FOR Asphalt Oaerl� GUIDEBOOK RE� FOR TRAIL TYPICAL SECTION 03/20/18 CONCRETE SIDEWALK - A 11/015/14 N.T.S. N.T"S, AND TRAILS N•T.S. AND TRAILS N.T.S. VER 1 N.T.S. VER 1 N Lo C OD W Ir - 0 04 C !V C4 (J M 'a Im '- CSN '� ti M ;' -� +� C Y a) O GI s W) .5 C_ w U 1✓i Id J < Z LIJ 0 V) 2 W C Z W LL 2 U) SP NUMBER: #45-18 Rev. No. Date ' TH ©p' 1� ® AN Y L.' EPLER Lic. N0.3280964 NIP 0 � A) N&OXAL DATE: 1210412018 DESIGNED BY: KAS/TTG FILE NO. 3015L SHEET 32 DF 36 2016 ROAD & BRIDGE STANDARDS END -SECTION 12" - 60" PIPE -HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION r x �_ r X CONCRETE, TO BE - - - - - - -_-- - w 4000 PSI MINIMUM PLAN SECTION X -X I�f ►11rIT�'1 ALTERNATE END -SECTION 12" - 60" PIPE E3-1 HIM ENO ON OUTLET END-SECT10NS SPIGOT END ON INLET END -SECTION x x - - CONCRETE TO BE 4000 PSI MINIMUM PLAN SECTION X -X END VIEW END SECTION DIMENSIONS TOP OF FILL PIPE DIAMETER A BC � � rrrrr rrrf - I• rrrr D E ®>�] -1I rr t�. rr ROCK OR s$-7= EM II■ MW$.M - 15a gi, " 341a W-14 21-6" FLOWLINE - * MATERIAL [50mm] E SEE DETAIL �r E o r-3" ��mw7z 1i MIN. . D X ❑ x OTERIAGL m$➢I• MATERIAL BELOW % ❑ x 24" 10" N-7" 2'-B" 1- 4'-0" 27" " 41-9 ` 2 - E-1 Ef>i��l�S��131i1� 30" 1'-O" 4'-8" RDSQ'i, B'- „ W-911 ,, = .� rrrrrr rrrrrr � } �; � I rrrrrr Irrrrrrr rr � rr1rf ., � � rrrrrrrrrrrrr� rrrrrrrrrrrrrr - r��rrr " �,� a rrr• 1 ,, rrrrrr rrrr r w 1 r+• rrrr rrr r h '�' ti � rrrrrrrrrrrrr rrrrrrrrrrrrr rrrrrrrrrrr rrrrrrrrrrr - Fv 'r + '• �r , } ti r fr GROUN❑ + :: rr rr GROUND m rrrrrrrrrr rrrrrrrrr �. o ti LINE o ti r LINE 013EM 09-Z=Mt357M 5'-3" 2'-11" V-2. - 415" T -O" 8'-0" 2'-2" 8'-2- �rl♦0 WIWI 0 M57 110FWlF MATERIAL 0W.W* I ALTERNATE END -SECTION 12" - 60" PIPE E3-1 HIM ENO ON OUTLET END-SECT10NS SPIGOT END ON INLET END -SECTION x x - - CONCRETE TO BE 4000 PSI MINIMUM PLAN SECTION X -X END VIEW Riff.0 1311141'.I1111 NOTES- PPE LENGTHS MOWN ON PLANS ARE SAM ON END SECTION DESIGN SHOWN O UTTi��EUSE �ALTERTESI SHOW ACTOR ELECTS THE RIGHT LENGTHS WILL BE REDUCED BY THE OFFEI"NENCE IN DIMENSION 'YA". REFEIIIENCIE FLARED END SECTION 1Y ROA[) AND BRIDGE STANDARDS 302 12." - 60" CONCRETE PIPE CULVERTS REVISION DATE SHEET I OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 1001 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS PB -1 NO PROJECTION OF PIPE ABOVE GROUND LINE END SECTION DIMENSIONS TOP OF FILL PIPE DIAMETER A BC � � rrrrr rrrf - I• rrrr D E + =11' r 1 t'S rr EARTH -1I rr t�. rr ROCK OR j rr r EARTH ® UNYIELDING - 15a gi, " 341a W-14 21-6" FLOWLINE - * MATERIAL [50mm] E SEE DETAIL �r E o r-3" o z MIN, 1/10 D p % MIN. . D X ❑ x OTERIAGL MIN. D - [ MATERIAL BELOW % ❑ x 24" 10" N-7" 2'-B" 1- 4'-0" 27" " 41-9 ` 2 - E-1 4' 8" 30" 1'-O" 4'-8" r-7 B'- „ W-911 ,, = .� rrrrrr rrrrrr � } �; � I rrrrrr Irrrrrrr rr � rr1rf ., � � rrrrrrrrrrrrr� rrrrrrrrrrrrrr - r��rrr " �,� a rrr• 1 ,, rrrrrr rrrr r w 1 r+• rrrr rrr r h '�' ti � rrrrrrrrrrrrr rrrrrrrrrrrrr rrrrrrrrrrr rrrrrrrrrrr - Fv 'r + '• �r , } ti r fr GROUN❑ + :: rr rr GROUND m rrrrrrrrrr rrrrrrrrr �. o ti LINE o ti r LINE 42„ r,g" 5'-3" 2'-11" V-2. - 415" T -O" 8'-0" 2'-2" 8'-2- 71-0" 5#"-4" o CLASS B r, .I , '' J4" [6mm] R •. MIN, B..' BEUUING MATERIAL 1 O„ 4., 7'-0„ iS0" 2'•0" ROCK FOUNDATION 3'-3" BEDDING MATERIAL IN ACCORDANCE WITH EMBANKMENT SECT ON 302 OF THE ROAD ME) BRIDGE 7;7;1 ENT SPECIFICATIONS. Riff.0 1311141'.I1111 NOTES- PPE LENGTHS MOWN ON PLANS ARE SAM ON END SECTION DESIGN SHOWN O UTTi��EUSE �ALTERTESI SHOW ACTOR ELECTS THE RIGHT LENGTHS WILL BE REDUCED BY THE OFFEI"NENCE IN DIMENSION 'YA". REFEIIIENCIE FLARED END SECTION 1Y ROA[) AND BRIDGE STANDARDS 302 12." - 60" CONCRETE PIPE CULVERTS REVISION DATE SHEET I OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 1001 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS PB -1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL CROLIND LINE a GROUND LINE m GROUND LINE x � � rrrrr rrrf - I• rrrr T` ' € -rrrrrr rrrr � I I- T ' I - rrr>�rr - - + =11' r 1 t'S rr EARTH -1I rr t�. rr ROCK OR j rr r EARTH ® UNYIELDING - �+ F SOIL _ o q BEDDING FLOWLINE - * MATERIAL [50mm] E SEE DETAIL �r E o r-3" o z MIN, 1/10 D p % MIN. . D X ❑ x OTERIAGL MIN. D - [ MATERIAL BELOW % ❑ x a SLOPE PER PLANS 21-9" D . S", MAX. 24" FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MN. 1.5 x D MN. 1.5 x ❑ MIN. 1. x D MIN. 1,5 x D MIN. 1.5 x D MIN. 1.5 x D 01-5" TDP OF FILL TOP OF FILL TOP OF FILLIm H ,, = .� rrrrrr rrrrrr � } �; � I rrrrrr Irrrrrrr rr � rr1rf ., � � rrrrrrrrrrrrr� rrrrrrrrrrrrrr - r��rrr " �,� a rrr• 1 ,, rrrrrr rrrr r w 1 r+• rrrr rrr r h '�' ti � rrrrrrrrrrrrr rrrrrrrrrrrrr rrrrrrrrrrr rrrrrrrrrrr - Fv 'r + '• �r , } ti r fr GROUN❑ + :: rr rr GROUND m rrrrrrrrrr rrrrrrrrr �. o ti LINE o ti r LINE + rrrrrrrrr d rrrrrrrrr GROUND JOINT (TYP) 0'-111/4" ry_ - LINE O'-2" - - -,iceGo a EARTH I - ROCK �I AIN. 1/1O D x D % BEDDING MATERIAL OR MIN. 1/10 p - UNYIELDING , ti -III- i r j? APER x , O % SOIL -R- _ _ Fr 11F. MINI. 1110 0 -nom BEDDING EARTH o CLASS B r, .I , '' J4" [6mm] R •. MIN, B..' BEUUING MATERIAL 1 O„ 4., MAX. 24" MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL. EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL BEDDING MATERIAL IN ACCORDANCE WITH EMBANKMENT SECT ON 302 OF THE ROAD ME) BRIDGE 7;7;1 ENT SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, CLASS I BACKFILL MATERIAL IN ACCORDANCE SEE INSTALLATION OF PIPE CULVERTS WITH SECTION 302 OF THE ROAD AND BRIDGE AND STORM SEWERS GENERAL NOTES SPECIF€CRONS, ON SHEET 107.00. REGULAR BACKFILL MATERIAL IN ACCORDANCE THE rrrrr FOR PLASTIC PIPE CLASS I BACKFILL MATERIAL WITH SECTION 302 OF ROAD AND BRIDGE CRUSHED GLASS CONFORMING TO THE SPECIFICATIONS. IN ACCORDANCE WITH SECTION 302 OF THE ROAD SIZE REQUIREMENTS FOR CRUSHER RUN AND BRIDGE SPECIFICATIONS. AGGREGATE SIZE 25 AND 26 MAY BE FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL USED IN PLACE OF CLASS Z BACKFILL. rrr° IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. 1vooT INSTALL. OF PIPE CULVERTS AND STORM SEWERS REFERENCE" ROAD AND BRIDGE SToWDRR05 �j CIRC- PIPE BEDDING AND BACKFILL - METHOD "A11 302 O''2Yx"' 0'-2Y4"01.3" SHEET 1 OF 4 REVISION DATE 07112 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 1O7.D1 2016 ROAD & BRIDGE STANDARDS 4" MIN C V MIN 2016 ROAD & BRIDGE STANDARDS S X ENDWALL FOR SHAPETO BE D J= NOTE 1 B fps 1B 0 0 I DO NOT .----_.-- `A' 13 INVERT N o r+ VARIE5 GUTTER 2" 2'-6" MAX. 2" 0'-9" 1 W -1r. E STEEL DIAMOND PLATE E FLOWLINE [50mm] CLASS "B" [760mm] SE£ NOTE 3 [50mm] E SEE DETAIL �r E o r-3" o z C) w CONCRETE r-4" BELOW T-9" a SLOPE PER PLANS 21-9" D 11-0" 11-3" 11-B' 2'-O" - z PAVEMENT F 0'-8" y 01-5" O'-9" - S_ SLOPE PER PLANS SERVICE H I I 3'-2" U 4'-3'• V-8" EXPANSION 4- 4'-O" I EMY' 8'-0" 111,'0" 12'-0" JOINT (TYP) 0'-111/4" (''13'4" O'-2" W -21/I" - -,iceGo 0'-04- b 0•-1- 0r4/4" 014/," D, -z" o CLASS B r, .I , '' J4" [6mm] R •. r E 1 O„ 4., CUBIC YARDS OF CONCRETE i2'-11" CONCRETE , � •' _ � [255mm] [100mm] 1.318 1 2.087" SCUPPER FOUNDATION 'SHALL CONFORM TO C -M. WE 10.257 4" 'B' (SEE NOTE 2) 10.739 139E 2.198 STANDARD CURB CROSS SECTION BELOW PAVEMENT- [100mm] 043" T S: I 0''2" O''2Yx"' 0'-2Y4"01.3" 0'«3%g„ INDICATES DIRECTION OF FLOW. sr 9.4y/zr, SECTION A -A 3/8" [tCmm] `�' r SECTION B B 2. DIMENSION 'B' EQUALS 'A'+1' [305mm]. FLATHEAD STAINLESS STEEL 1 0.502 0.855 1.238 1 1.500 1.811 2.101 CAP SCREW COUNTERSINK [150mm] 2.501 ACTUAL DIMENSIONS MAY VARY 3. 1/2" '[13mm] THICK STEEL DIAMOND PLATE x (8 EACH MIN, PER SIDE) DIMENSIONS ARE IN INCHES ASTM Av-36, STEEL DIAMOND PLATE SHALL BE GRATE MEETS H-10 LOAD RATING THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY ESC MATEMAL GIVEN ONE SWOP COAT OF PAINT N0.1 PER 3130 VE.RONA AVE QUALITY' MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-S0-05 CARRY PLATE a E VA SPECIFICATIONS, EXPOSED METAL SHALL BE � o TO TOP FRONT . 41 DUCTILE IRON7� 3/S" [10mm] FLATHEAD 1/$14 PAINTED WITH TWO COATS OF SSPC PAINT N0. 5 PER VA SPECIFICATIONS. TECHNICAL INFORMATION SHOWN HEREIN REVISED BY EBC PROJECT NOINAME FACE OF CURB m Ln "„",.nplopI85t•us.mm STAINLESS STEEL REPRODUCTION OF THIS PRINT OR ANY INFORMATICO ? B JUSTICE, 28 CFR PART 36. CAPSCREW COUNTERSUNK [3mm] 4. 'H' EQUALS CURB FACE HEIGHT. DIMENSION LOCKING DEVICE AVAILABLE UPON REQLIEBTSEE DRAWING NO. DEPRESSED A ADE (6 EACH SIDE MIN,) i21NPEDESTRIANGRATEASSENSLY TO BE NOTED ON PLANS OR ESTABLISHED IN c a o a s B e ® CURB�_� - _ Li BAR //V/71 THE FIELD. PERMISSION FROM NYLOPLAST. ,p;q,o xncPusz DWG SZE A SCALE A _.-LL:-A STEEL LE L_e.LLLL_. DWG NO, TORI -110-202 REV C ` - '. I ,• 5. FOR CURB AND GUTTER, USE 2' [610mm] DIAMOND PLATE LL LL LI_ L 2"x2"x1/4" TRANSITIONS TO VERTICAL CURB. ASTM A-36 [50x5Ox6mm] 1. -LLL.L.-LL TYP. BOTH SIDES S. FOR MULTIPLE SCUPPERS PROVIDE 4" [10Qmm] BETWEEN ADJACENT PANELS OF CURS STEEL DIAMOND PLATE. INTERMEDIATE POSTS B 4 N©. 13] REBAR„ [ FOR BARRICADE RAILINGS SHALL BE PLACED EXPANSION R 4" [100mm] LONG 3/16" MIDWAY IN 4" [100mm] AREA BETWEEN JOINT SIDEWALK i' MIN. 3 EACH SIDE MIN. [5mm] ADJACENT PANELS, PER PLANS [305mm] 7. STEEL DIAMOND PLATE SHALL BE DELIVERED AS ONE PIECE, CONFORMING TO THE VARIES REQUIRED SCUPPER DIMENSIONS. PLATES SHALL NOT BE SPLICED. PLAN DETAIL $. PROVIDE A MIN. 1 " [25mm] LIP BETWEEN SIDEWALK SCUPPER - TYPE 2 FLOW LINE OF SCUPPER AND PAVEMENT SURFACE. NTS 4" MIN C V MIN 2016 ROAD & BRIDGE STANDARDS S X ENDWALL FOR SHAPETO BE D J= NOTE 1 B fps 1B WITH MORTANH I DO NOT .----_.-- BEV_ 13 INVERT 15 21" OR 24" 7" OR 30'" �I IJ L `I 01-0" O'-8" MOTES: L "H•• MAY BE REDUCED UNTIL "x" REACHES A MINIM IM OF 4" WHERE ENDWALL WOULD PROTRUDE ABOVE SHOULDER LINE. N NO CASE SWILL TOP OF ENDWALL PROJECT ABOVE FILL SLOPE, DITCH SLOPE, OR SHOULDER. 2. THIS ITEM MAY BE PRECAST OR CAST IN PLACE, 3. ALL CAST N PLACE CONCRETE TO BE CLASS A3. FOR PRECAST SEE SHEET 101.02. 4. THIS STANDAR TO BE USED WITH STRAIGHT CROSSINGS AND ALL SKEWSNO• TD 4503. 5. HEADWALL TO BE BEVELED N ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT OR MNGWW-LS OCCUR EW -1 ENDWALL FOR SHAPETO BE PIPE B fps 1B WITH MORTANH I DO NOT .----_.-- BEV_ 13 INVERT 15 MOTES: L "H•• MAY BE REDUCED UNTIL "x" REACHES A MINIM IM OF 4" WHERE ENDWALL WOULD PROTRUDE ABOVE SHOULDER LINE. N NO CASE SWILL TOP OF ENDWALL PROJECT ABOVE FILL SLOPE, DITCH SLOPE, OR SHOULDER. 2. THIS ITEM MAY BE PRECAST OR CAST IN PLACE, 3. ALL CAST N PLACE CONCRETE TO BE CLASS A3. FOR PRECAST SEE SHEET 101.02. 4. THIS STANDAR TO BE USED WITH STRAIGHT CROSSINGS AND ALL SKEWSNO• TD 4503. 5. HEADWALL TO BE BEVELED N ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT OR MNGWW-LS OCCUR EW -1 EW -1,1A 0. BEVEL ERIE IS REQUIRED ON THE HEADWALL AT THE INLET END OF THE CULVERT (WHERE THE FLOW ENTERS THE CULVERT). 7. HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE EDGE OR BEVEL EDGE. g. ON SHALLOW FILLS WHERE ENDWALLS ARE 1'OR LESS BELOW SHOULDER LINE THE TOP OF MENDWALL SH41 I1£ CONSTRUCTED PARALLEL TO THE ORA�IE OF THE ROAD. B. 3"4" CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. 14751► -1 ENDWALL FOR CIRCULAR PIPE B fps 1B CLASS I CLASS I DRY RPRAP DAMETER OF PPE CULVERT SIZE OF ELLIPTICAL PIPE CULVERT (SPAN x RISE) CLASS I CLASS I DRY RPRAIP % fps 112" 15" 15 21" OR 24" 7" OR 30'" OR 36 A 01-0" O'-8" 0'-9" 1 W -1r. 1-0" 1�_0" B 0'-11" r-1" r-3" 1'-811 T-9" 2'-0" C r-4" 1'-7" T-9" 2'-2" T-8" 21-9" D 11-0" 11-3" 11-B' 2'-O" 2 b" 3'-0" F 0'-8" 0'-8" 01-5" O'-9" 0'-8" W-9" H 2'-3" 2`11" 3'-2" S-911 4'-3'• V-8" L 4'-O" 51„0" EMY' 8'-0" 111,'0" 12'-0" O 0'-111/4" (''13'4" O'-2" W -21/I" V-31/4" 0'-04- b 0•-1- 0r4/4" 014/," D, -z" V-2011" 0,-31, WY -2" xr-111' CUBIC YARDS OF CONCRETE i2'-11" S CONIC. PPE 1 0.241 1 0.492 1 0.897 1.318 1 2.087" 2,947::] C -M. WE 10.257 0 0.521 10.739 139E 2.198 3.146 EW -1,1A 0. BEVEL ERIE IS REQUIRED ON THE HEADWALL AT THE INLET END OF THE CULVERT (WHERE THE FLOW ENTERS THE CULVERT). 7. HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE EDGE OR BEVEL EDGE. g. ON SHALLOW FILLS WHERE ENDWALLS ARE 1'OR LESS BELOW SHOULDER LINE THE TOP OF MENDWALL SH41 I1£ CONSTRUCTED PARALLEL TO THE ORA�IE OF THE ROAD. B. 3"4" CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. 14751► -1 STANDARD ENDWALL FOR PIPE CULVERTS ROAD Ai[I BRIDGE STANDARDS 12" _ 36" CIRCULAR AND 23" x 1411 - 53" x 341' ELLIPTICAL PIPES REVISION DATE SHEET 1 OF 1 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 10101 fFllLf_"1_ IiTd�'f.A�l=]1�T19+�►lrt� 111701.=]ALV L A g # BARS a t2" C -C EAL3N WAY, EACH FACE- _71- C SHAPE TO WITH x MORTAR 44 BARS d r C -C EACH WAY EACH FACE - r-2" A FRONT ELEVATION NOTES, 1. CONCRETE TO BE 4000 PS MINIMUM COMPRESSIVE STRENGTH. 2. IF PPE IS TO BE SKEWED THE OPENING WILL BE ADJUSTED TO ACCOMMODATE. 3. REINFORCING STEEL 1N ACCORDANCE WITH ASTM A-515 (RENFORCNG BARS), 4. PIPE ARCH OPENNGS IN PRECAST DRAINAGE UNITS SHALL NOT EXCEED 4 INCHES AT ANY GIVEN POINT BETWEEN THE PIPE AND THE PRECAST UNIT. 5, DIMENSIONS SHOWN ARE MINIMUM, ACTUAL MEASUREMENTS MAY VARY WITH MANUFACTURER'S TOLERANCE. S. IN NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FILL SLOPE, OR SHOULDER. 7. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT OR WNGWALL OCCUR. 8. BEVEL EDGE IS REQUIRED ON THE HEADWALL AT THE INLET END OF THE CULVERT HEADWALL AT OUTLET END MAY IE EITHER SQUARE EDGE OR BEVELED. 9. 344" CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. FL� JDO NOT eTlVEL INVIERT WELD a" e" SECTION A -A PRECAST ENDWALL DIMENSIONS SPAN RISE H ENDWALL FOR ELLIPTICAL PIPE B fps 1B CLASS I CLASS I DRY RPRAP 14 fps SIZE OF ELLIPTICAL PIPE CULVERT (SPAN x RISE) CLASS I CLASS I DRY RPRAIP % fps 2 23"x14" 304109" 34"x22" 38"x24" 42"x27" 45"r28"' 49"02" 53"x34" A 0'-5" NP -9'° 0,_10„ D' -i1" UO' -1r' 1'-0 1'-0" 1'-O" B r-2" r-5" t' -s'. r-8" r-111 r-10" r-111' r -t!" C T-8" 11 -Ii" 2'-1" 2'-4" 2'-51° 2'-7" 2•-8" 2'-9" D T-211 T-7"11-10" 18 2'-O" 2'-3" 2'-5" 2`-B" 21 -IW F 0'-B" O'-8" 0'-9" 0'-9" 0-01f O'-9" 0-9" W -V H 2'-10, 3,.3,E 3,_7„ 3e_9" 4'-0" 4'_2„ 4--5" 4'_7,. L 5'-5" 71-2" B'-8" 9'-2" WY -2" xr-111' 12'_1" i2'-11" S T -VI 2'-8" 2'-17" N-2" 3°-0" 3'-9" 4'-1" 0 a -21s" IIA/4" W-3Wn 0'-4" 0"41/1" 0'-43''4°' 043" 9-54" b 0''2" O''2Yx"' 0'-2Y4"01.3" 0'«3%g„ 0.-3{. 0,.4„ 9.4y/zr, `�' r CUBIC YARDS OF CONCRETE I �- .38 CONC.PPE 1 0.502 0.855 1.238 1 1.500 1.811 2.101 2.512 1 2.501 STANDARD ENDWALL FOR PIPE CULVERTS ROAD Ai[I BRIDGE STANDARDS 12" _ 36" CIRCULAR AND 23" x 1411 - 53" x 341' ELLIPTICAL PIPES REVISION DATE SHEET 1 OF 1 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 10101 fFllLf_"1_ IiTd�'f.A�l=]1�T19+�►lrt� 111701.=]ALV L A g # BARS a t2" C -C EAL3N WAY, EACH FACE- _71- C SHAPE TO WITH x MORTAR 44 BARS d r C -C EACH WAY EACH FACE - r-2" A FRONT ELEVATION NOTES, 1. CONCRETE TO BE 4000 PS MINIMUM COMPRESSIVE STRENGTH. 2. IF PPE IS TO BE SKEWED THE OPENING WILL BE ADJUSTED TO ACCOMMODATE. 3. REINFORCING STEEL 1N ACCORDANCE WITH ASTM A-515 (RENFORCNG BARS), 4. PIPE ARCH OPENNGS IN PRECAST DRAINAGE UNITS SHALL NOT EXCEED 4 INCHES AT ANY GIVEN POINT BETWEEN THE PIPE AND THE PRECAST UNIT. 5, DIMENSIONS SHOWN ARE MINIMUM, ACTUAL MEASUREMENTS MAY VARY WITH MANUFACTURER'S TOLERANCE. S. IN NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FILL SLOPE, OR SHOULDER. 7. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT OR WNGWALL OCCUR. 8. BEVEL EDGE IS REQUIRED ON THE HEADWALL AT THE INLET END OF THE CULVERT HEADWALL AT OUTLET END MAY IE EITHER SQUARE EDGE OR BEVELED. 9. 344" CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. FL� JDO NOT eTlVEL INVIERT WELD a" e" SECTION A -A PRECAST ENDWALL DIMENSIONS SPAN RISE H L O B fps 1B CLASS I CLASS I DRY RPRAP 14 fps 24 CLASS I CLASS I DRY RPRAIP % fps 2 D - 0.5 _M-Z.O - " 0°-3' O'-2" 4.00 3 3.00 18 Class AI a,-011 V-4' G'- 40 11 31 " 3'-3" n 10'•0" 0'-4 p' 0'-3" " 31-7" sp 12`•0"- Class I 7 +r#'-0" " 381 13`-0" V-5" D'-4" *DIMENSIONS FOR 3" x T' AND 5" x V CORRUGATIONS EW -9 PC SPECIFICATION PRECAST ENDWALLS FOR PIPE ARCHES ROAD ANN��STANDARDS 105 13"1 - 38"1 RIFE REVISION DATE SHEET I OF 1 302 VIRGINIA DEPARTMENT OF TRANSPORTATION V1,23 2016 ROAD & BRIDGE STANDARDS NON TRAFFIC INSTALLATION nP1hIAl nA1`1IAI fItIMIL11:811 t1I1 .,RUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I. CLASS Ii OR CLASS 111 MATERIAL AS DEFINED IN ASTM 02321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321, _...ER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321, BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM 02321. DETAIL 1 2016 ROAD & BRIDGE STANDARDS DETAIL 2 SECTION A -A SECTION 8-8 TYPE OF OUTLET PROTECTION MATERIAL MAXIMUM OUTLET VELOCITY ODOR DESIGN STORM? MINIMUM '°T" RHES) CLASS At CLASS Al DRY RIPRAP B fps 1B CLASS I CLASS I DRY RPRAP 14 fps 24 CLASS I CLASS I DRY RPRAIP % fps 35 SECTION A -A EC -1 NOTES: L FOR MULTIPLE LINE INSTALLATDNS• DIMENSION S IS TO GOVERN THE PROTECTION OUTSIDE THE CHANNEL WIDTH OW). 2. ON ANY INSTALLATION REQUITING CULVERT OUTLET PROTECTION WHERE NO ENDWALL OR DiDSECTION IS SPECIFIED ON THE PLANS, CONSTRUCTKRN IS TO BE IN ACCORDANCE WITH DETAIL 2 SHOWN ABOVE. 3. GEOTEIOTLE FABRIC TO BE INSTALLED UNDER CLASS Al A, AND I MATERIALS IN ACCORDANCE WITH THE SPECFICA7IONS- 4. 5 - DIAMETER OF CIRCULAR CULVERT OR SPIN FCR BCI(. ELLIPTICAL OR ARCH CULVERT. H • DIAMETER OF CIRCULAR CULVERT OR R€SE/HNEIGH I FOR BOX, ELLIPTICAL OR ARCH CULVERT. 2 USE TYPICAL SECTION SHOWN ON PLANS FOR SDE SLOPE, BOTTOM W10TH AND DEPTH OF CHANNEL OR MATCH EXISTING DITCH OR NATURAL GROUND. OUTLET PROTECTION M IN IItUM LENGTH OL) TYPE A INSTALLATION 3H TYPE 8 INSTALLATION 5H SPECIFICATIONVMT REFERENCE CULVERT OUTLET PROTECTION 204 ROAD ANMD BRIDGE STANDARDS 245 VIRGINNA DEPARTMENT OF TRANSPORTATIONREVISION DATE SHEET 1 OF t 303 414 113.01 2016 ROAD & BRIDGE STANDARDS Cutlet Protection Calculations STIR. # eslgn Flow 1Oyr (cfs) Outlet Velocity 1Oyr (fps) (H & 5) Pipe Diameter (in) Installation Type(Aor B) Tap Width (ft) Length (ft) (35) Bottom VlVidth (ft) (T} Depth (in) Riprap Type (VDOT Klass) 3 0.5 5.79 12 A 4.00 3 3.00 18 Class AI 5 55.83 8.29 57 X 38 B 14.25 18 14.25 24 Class I 7 0.93 7.71 12 A 4.00 3 3,00 18 Class Al 9 0.18 4.17 12 A 4,00 3 3,00 18 Class AI Dotes: 1, Hip -rap design per VDCOT drainage manual. 2. Length: Type A = 3H, Type B = 5H 3. Details 1 & 3 have a radius S at the flare of the end section or endwall with wings, therefore the top width is wider than the bottom width. N W) 4 C t9 C C4 CO to C4 J •Cto Lf) (3) r C4 d _ Co0 C4 > a C cry cLo Irr C s� U 6 Ii U [o _j J W 0 ��J _ L) � U W W ILL!Z LL U) SP NUMBER: #45-18 Rev. No. Date ,H OP 1 RA DY L. 'EPLER Lic. Na. 32809 DATE: 12104/2018 SCALE: NIA DESIGNED BY: KASITTC FILE NO. 3015L SHEET 33 C}F 36 1299CGP APPROX. DRAIN AREA = 50.60 SQ IN APPROX- WEIGHT WITH FRAME = 35.04 LBS HINGED GRATE FOR EASY ACCESS 1,81 F- 3,56 � I =3- 3- 0,407 OVOF POU UTE DRAINS TOsYATFR••,MAY,513,56 ' + 41 I� 11 ' �� Mrcalasr trvcraE IRc� `�' r I �- .38 13.38 -- DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES GRATE MEETS H-10 LOAD RATING THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY ESC MATEMAL 3130 VE.RONA AVE QUALITY' MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-S0-05 NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD. GA 30518 PAINT: CASTINGS ARE FURNISHED WIT}I A BLACK PAINT SIZE OF OPENING MEETS REQUIREMENTS OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 3.3,08 TRANSFER, OR LICENSE THE USE OF THE DESIGN OR DUCTILE IRON7� A 1 PHN 1770) 932-2443 FAX I770j 932,2490 OF AMERICAN DISABILITY ACT AS STATED N FEDERAL REGISTER FART III, DEPARTMENT OF TECHNICAL INFORMATION SHOWN HEREIN REVISED BY EBC PROJECT NOINAME 1 \y V last J a "„",.nplopI85t•us.mm REPRODUCTION OF THIS PRINT OR ANY INFORMATICO TITLE JUSTICE, 28 CFR PART 36. CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 3.13.10 LOCKING DEVICE AVAILABLE UPON REQLIEBTSEE DRAWING NO. ARTICLE HEREFROM,FOR THE 06CLOSURETOOTHERS i21NPEDESTRIANGRATEASSENSLY 74[11.1IM34. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN- - - PERMISSION FROM NYLOPLAST. ,p;q,o xncPusz DWG SZE A SCALE 1:8 SHEET 0F1 DWG NO, TORI -110-202 REV C N W) 4 C t9 C C4 CO to C4 J •Cto Lf) (3) r C4 d _ Co0 C4 > a C cry cLo Irr C s� U 6 Ii U [o _j J W 0 ��J _ L) � U W W ILL!Z LL U) SP NUMBER: #45-18 Rev. No. Date ,H OP 1 RA DY L. 'EPLER Lic. Na. 32809 DATE: 12104/2018 SCALE: NIA DESIGNED BY: KASITTC FILE NO. 3015L SHEET 33 C}F 36 1017 Trails 1017.1 General. Trails shall comply with 1017. EXCEPTIONS: 1. When an entity determines that a condition in 1019 does not permit full compliance with a specific provision in 1017 on a portion of a trail, the portion of the trail shall comply with the provision to the extent practicable. 2. After applying Exception 1, when an entity determines that it is impracticable for the entire trail to comply with 1017, the trail shall not be required to comply with 1017. Advisory 1017.1 General Exception 2. An entity must apply Exception 1 before using Exception 2. The entity should consider the portions of the trail that can and cannot fully comply with the specific provisions in 1017 and the extent of compliance where full compliance cannot be achieved when determining whether it would be impracticable for the entire trail to comply with 1017. The determination is made on a case-by-case basis. Federal agencies must document the basis for their determination when using Exceptions 1 or 2, and must notify the Access Board when using Exception 2. See F201.4.1. 1017.2 Surface. The surface of trails, passing spaces, and resting intervals shall be firm and stable. Advisory 1017.2 Surface. A firm trail surface resists deformation by indentations. A stable trail surface is not permanently affected by expected weather conditions and can sustain normal wear and tear from the expected uses between planned maintenance. 1017.3 Clear Tread Width. The clear tread width of trails shall be 36 inches (915 mm) minimum. 1017.4 Passing Spaces. Trails with a clear tread width less than 60 inches (1525 mm) shall provide passing spaces complying with 1017.4 at intervals of 1000 feet (300 m) maximum. Where the full length of a trail does not fully comply with 1017, a passing space shall be located at the end of the trail segment that fully complies with 1017. Passing spaces and resting intervals shall be permitted to overlap. Advisory 1017.4 Passing Spaces. Entities should consider providing either a 60 inches (1525 mm) minimum clear tread width or passing spaces at shorter intervals if the clear tread width is less than 60 inches (1525 mm), where a trail is: • Heavily used; or • A boardwalk or otherwise not at the same level as the ground surface adjoining the trail. Where the full length of the trail does not fully comply with 1017, locating a passing space at the end of the trail segment that fully complies with 1017 enables a person who uses a mobility device to turn and exit the trail. 1017.4.1 Size. The passing space shall be either: 1. A space 60 inches (1525 mm) minimum by 60 inches (1525 mm) minimum; or 2. The intersection of two trails providing a T-shaped space complying with 304.3.2 where the base and the arms of the T-shaped space extend 48 inches (1220 mm) minimum beyond the intersection. Vertical alignment at the intersection of the trails that form the T-shaped space shall be nominally planar. Advisory 1017.4.1 Size. Where the passing space is the intersection of two trails, the intersection must be as flat as possible so that all of the wheels of a mobility device touch the ground when turning into and out of the passing space. 1017.5 Tread Obstacles. Tread obstacles on trails, passing spaces, and resting intervals shall not exceed 1/2 inch (13 mm) in height measured vertically to the highest point. EXCEPTION: Where the surface is other than asphalt, concrete, or boards, tread obstacles shall be permitted to not exceed 2 inches (50 mm) in height measured vertically to the highest point. Advisory 1017.5 Tread Obstacles. The vertical alignment of joints in concrete, asphalt, or board surfaces can be tread obstacles. Natural features such as tree roots and rocks within the trail tread can also be tread obstacles. Where possible, tread obstacles that cross the full width of the trail tread should be separated by a distance of 48 inches (1220 mm) minimum. 1017.6 Openings. Openings in the surface of trails, passing spaces, and resting intervals shall not allow the passage of a sphere more than 1/2 inch (13 mm) in diameter. Advisory 1017.6 Openings. Elongated openings should be placed so that the long dimension is perpendicular, or as close to perpendicular as possible, to the dominant direction of travel. 1017.7 Slopes. The slopes of trails shall comply with 1017.7. 1017.7.1 Maximum Running Slope and Segment Length. Not more than 30 percent of the total length of a trail shall have a running slope steeper than 1:12 (8.33%). The running slope of any segment of a trail shall not be steeper than 1:8 (12%). Where the running slope of a segment of a trail is steeper than 1:20 (50/6), the maximum length of the segment shall be in accordance with Table 1017.7.1, and a resting interval complying with 1017,8 shall be provided at the top and bottom of each segment. Table 1017.7.1 Maximum Running Slope and Segment Length Running Slope of Trail Segment Maximum Length of Segment Steeper than But not Steeper than 1:20 (5%) 1:12 (8.33%) 200 feet (61 m) 1:12 (8.33%) 1:10 (10%) 30 feet (9 m) 1:10 (10%) 1:8 (12%) 10 feet (3050 mm) Advisory 1017.7.1 Maximum Running Slope and Segment Length. Gradual running slopes on trails are more useable by individuals with disabilities. Where the terrain results in steeper running slopes, resting intervals are required more frequently. Where running slopes are less severe, resting intervals are permitted to be further apart. 1017.7.2 Cross Slope. The cross slope shall be not be steeper than 1:48. EXCEPTION: Where the surface is other than concrete, asphalt, or boards, cross slopes not steeper than 1:20 shall be permitted when necessary for drainage. 1017.8 Resting Intervals. Resting intervals shall comply with 1017.8. 1017.8.1 Length. The resting interval length shall be 60 inches (1525 mm) long minimum. 1017.8.2 Width. Where resting intervals are provided within the trail tread, resting intervals shall be at least as wide as the widest segment of the trail tread leading to the resting interval. Where resting intervals are provided adjacent to the trail tread, the resting interval clear width shall be 36 inches (915 mm) minimum. 1.017.8.3 Slope. Resting intervals shall have slopes not steeper than 1:48 in any direction. EXCEPTION: Where the surface is other than concrete, asphalt, or boards, cross slopes not steeper than 1:20 shall be permitted when necessary for drainage. 1017.8.4 Turning Space, Where resting intervals are provided adjacent to the trail tread, a turning space complying with 304.3.2 shall be provided. Vertical alignment between the trail tread, turning space, and resting interval shall be nominally planar. 1017.9 Protruding Objects. Constructed elements on trails, passing spaces, and resting intervals shall comply with 307, Advisory 1.017.9 Protruding Objects. Protruding objects on trails, passing spaces, and resting intervals can be hazardous for individuals who are blind or have low vision. Signs and other post mounted objects are examples of constructed elements that can be protruding objects. 1017.10 Trailhead Signs. Trail information signs at trailheads shall include the following: 1. Length of the trail or trail segment; 2. Surface type; 3. Typical and minimum tread width; 4. Typical and maximum running slope; and 5. Typical and maximum cross slope. 1019 Conditions for Exceptions 1019.1 General. Exceptions to specific provisions in 1011, 1013, 1014, 1015, 1016, 1017, and 1018 shall be permitted when an entity determines that any of the following conditions does not permit full compliance with the provision:. 1. Compliance is not practicable due to terrain. 2. Compliance cannot be accomplished with the prevailing construction practices. 3. Compliance would fundamentally alter the function or purpose of the facility or the setting. 4. Compliance is limited or precluded by any of the following laws, or by decisions or opinions issued or agreements executed pursuant to any of the following laws: • Endangered Species Act (16 U.S.C. §§ 1531 et seq.); • National Environmental Policy Act (42 U.S.C. §§ 4321 et seq.); • National Historic Preservation Act (16 U.S.C. §§ 470 et seq.); • Wilderness Act (16 U.S.C. §§ 1131 et seq.); or • Other federal, state, or local law the purpose of which is to preserve threatened or endangered species; the environment; or archaeological, LUILUFdI, IMSLUFlLdl, OF ULFiCr bIU111IILCIF1L F1dLUFdI ICdLurftb. Advisory 1019.1 General. Exceptions in the following sections require compliance to the extent practicable when an entity determines that a condition in 1019 does not permit full compliance with a specific provision: • 1011.2 Excel tion (clear ground space in alterations to outdoor constructed felatures); ► 1013.2 Exception (any provision for tent pads and tent platforms); • 1014.1 Exception 1 (any provision for camp shelters); • 101.5.1 Exception (any provision in alterations to viewing areas); 1.016.1 Exception 1 (any provision for outdoor recreation access routes in alterations to existing camping facilities, picnic facilities, and trailheads); • 1016.1 Exception 2 (any provision for outdoor recreation access routes at viewing areas); • 1017.1 Exception 1 (any provision for trails); and • 1.018.1 Exception 1 (any provision for beach access routes). Entities should consider all design options before using the exceptions. On outdoor recreation access routes, trails, and beach access routes, the exceptions apply only on the portion of the route where the condition applies. The outdoor recreation access route, trail, or beach access route is required to fully comply with the provisions in 1016, 1017, and 1018, as applicable, at all other portions of the route where the conditions do not apply. There are additional exceptions that apply to an entire trail or beach access route in 1017.1 and 1018.1. Condition 4 allows the following to be a basis for using the exceptions: + Opinions issued by the Secretary of the Interior pursuant to the Endangered Species Act stating how a federal agency can implement an action without jeopardizing the continued existence of any endangered species or threatened species, or destroying or adversely modifying the habitat of such species (16 U.S.C. 1536 (b) (3) (A)); • Decisions issued by a federal agency pursuant to the National Environmental Policy Act in actions requiring environmental impact statements stating how it will avoid or minimize environmental harm (42 U.S.C. 4332; 40 CFR 1505.2); Agreements executed or decisions issued by a federal agency pursuant to National Historic Preservation Act stating how it will avoid, minimize, or mitigate adverse effects on historical properties (16 U.S.C. 470f and 470h-2; 36 CFR 800.6 (b) (iv) and 800.7 (c) (4)); and • Provisions in the Wilderness Act that require federal agencies to preserve the wilderness character of designated wilderness areas and prohibit any structure or installation within such areas (16 U.S.C. 1131 (b) and (c)). +Condition 4 also applies where archaeological, cultural, historical, or other significant natural features are eligible for protection under federal, state, or local law. ua co E c 'T CO J 8S W W �k C ! i C _ d 2 'E)O tV c4 p CL U 07 LU 0 Z U cn 'U) U o [. W LLI0H Z ❑ LL �� U < Z E ❑ Lu 0 _0 0 U MW Lu a Lu W LL i SP NUMBER: #45-18 Rev. No. I Date TH o,x; a RA�Y i�EPLER Lic. No. 32809 RATE: 12/04/2018 SCALE: . NIA DESIGNED BY: KASITTC FILE NO. 3015L SHEET 34 of 36 18-14 VAN TRAIL VRRM COMPS. @ BLQGS 1 & 2 PROP." TRAIL �t r{5x 1 17 PROP. --- 11 TRAIL „!I� l P • 45 r ' EX BLDG 2 1 EX BLDG 3 t rr EX BLDG 1 EX Pawawc GARAGE / BLDG 3 VRRM COMPS. W/TRAIL 7r J/ PROP, TRAIL TRAIL VRRM COMPS. BLQGS 1 & 2 PROP. TRAIL I�i/S r BMP LEGEND SITE BOUNDARY FORESTiOPEN SPACE r RECORDED WITH PARKING GARAGE & BLDG 3 PLAN VRRM AREA LIMITS FROM CAMPUS TRAIL NEAR BLDG 7 & 2 (REDEVELOPMENT) VRRM AREA LIMITS FROM PARKING GARAGE & BLDG 3 PLAN (NEW DEVELOPMENT) 100 0 100 200 SCALE: 1" = 100' Virginia Runoff Reduction Method Worksheet DELI Virginia Runoff Reduction Method Re -Development Compliance Spreadsheet - Version 3.0 3YMPDes4n 5/Jecifrco6on6 Lrsr: 2011 Std%&Specs Site Summary Project Title: NFCU Campus Trail around Bldg 1& 2 Date: 43270 Total Rainfall (In): 43 Total Disturbed Acreage: 0.77 Site Land Cover Summary Pre-ReDevelooment Land Cover lacresi Post-ReDevellonment Land Cover (acres) A sails B Soils C Soils D Soils Totals 'A of Total Forest/Open (acres) 0.00 0-00 0.00 0.00 0.00 0 Managed Turf (acres) 0.00 0,00 0.00 0,77 0.77 100 Impervious Cover (acres) 0.00 0.00 0.00 0.00 0.00 0 0-68 0,76 3.54 314 OAO 0-'7r 100 Post-ReDevellonment Land Cover (acres) Site Tv and Land Cover Nutrient Loads A soils 6 Soils C Soils D Soils Totals % of Total Forest/Open (acres) 0.00 0.00 0.00 0,00 0.00 0 Managed Tarf(acres) 0.00 0.00 0.00 0.461 0.46 59 Impery to Lis Cover (acres) 0-00 0.00 0.00 0.31 0.31 41 0-68 0,76 3.54 314 OAO 0.77 100 Site Tv and Land Cover Nutrient Loads Total TP Load Reduction Required (lb/yr) 0.58 0.03 0.55 Final Post -Development Load (post-ReDeveiopment&New impervious) Final Post -Development Past- Post- Adjusted Pre- %M Tab[' Dass-ReCTevetapment ReDevelopment Development ReDevelopment - & N: eta Impervious) Ma nag" Turf(atrcn) 040 INety Impervious) oco Site RD 0.54 0.25 0.95 0.25 Treatment Volume it' 1,497 414 1 1,083 1 414 TP Load [Ib/yr) 1 0.94 0.2.6 0-68 0,76 Total TP Load Reduction Required (lb/yr) 0.58 0.03 0.55 Final Post -Development Load (post-ReDeveiopment&New impervious) Pre- ReDevelopment TN Load(lb/yr) 6.73 3,14 Vlrlima Runoff Redl14aM n 9lnod W4ikW%el DEQVhiiinia RanvR Reduction Mehod N4 Davafopment Compllanea Spreadsheet-Varslon3.0 3MP De9�Qr1 speti�CatlMx UBC 2911 Stds. � Spars Site Summary Total P.ainla0 - 43 if..hes Site Land Cover Summary Awns a5uls c5dfs ❑Solis Totals %M Tab[' Fnrest/Open (a res) Coo 986 CoDD 5.12 5.53 29 Ma nag" Turf(atrcn) 040 +0.65 oco 6-;W 7,07 33 ImperY lour corer (acres) a❑0 1.76 0.00 6.36 g.L9 39 t,74 o.CD 0.00 7.70 zi.11 1❑0 Sita Tv and Land Cover Nutrient Loads 5 t Rr O.dfi Freatmem Volume R' 35x272 TP Load (Ih/yr) 22.16 Tm Load liblyr) 15&55 !Rohr[ o.a7 Fd tai TP Load Redurfion R equ iced(Ib/yr) 1351 Site Compliance Summary Total RunoffVown,e Reductiarr[fe) 11.776 Total Tp Load Redurtlo Arh eyed (Ih/yr) 10.73 Total TN Lwd Reduction Achreeed (m/yr) 62.30 Rermining Post Deaelopment TP load lYA3 !Rohr[ o.a7 Rema l n Ing TP Load ReducW w lib/yri 2 Required eco Dral nave Area 8umm acv Ihainasa Area vrnaliance 5umrnar_v D.A.A DA,B DAC I D.A.D DAE ITSI TP Load Red and Ibr r 4.51 5.0r3 116 1C.03 - x,73 ITU Load ReduuyJ Pb/yr) 16.$0 I 37N 8A7 J o.ca O'A`- E2"si; Drainage Area A Summary La n d Cover Summa ry A5095 BS0115 CSoifs DSoils Tota] %of Total Fonnt/Op en(acres)o.CO a07 O.Q7 O.dk7 0.cC❑ Managed 7arr(acrrsj t,.ro c�15 d,R7 1.33 S.aS 37 Irnperriaus Arver (aces} taco I a9c I a.OD 2.60 2.57 66 BMP Selections D.A.A D.& B _ DA. C D.A. o DA E Total Forest/Opm(aae3) 307 o.a7 O.LD 9.W O.00 eco Managed Turflaaes] :. 48 0. 48 lA❑ 01[X) O.o3 33fi Imperviou S❑or er(acre5) 2911 3.❑6 t,74 o.CD 0.00 7.70 Total Arm (a cre5) 4.38 3.54 314 OAO 020 71.05 Ihainasa Area vrnaliance 5umrnar_v D.A.A DA,B DAC I D.A.D DAE ITSI TP Load Red and Ibr r 4.51 5.0r3 116 1C.03 - x,73 ITU Load ReduuyJ Pb/yr) 16.$0 I 37N 8A7 J o.ca O'A`- E2"si; Drainage Area A Summary La n d Cover Summa ry A5095 BS0115 CSoifs DSoils Tota] %of Total Fonnt/Op en(acres)o.CO a07 O.Q7 O.dk7 0.cC❑ Managed 7arr(acrrsj t,.ro c�15 d,R7 1.33 S.aS 37 Irnperriaus Arver (aces} taco I a9c I a.OD 2.60 2.57 66 BMP Selections 'Total rmpervlous Cover Treated laces} "anaged Turf Imperviouscover Tota i Turf Area Trmte d(acres) TP Load from Total TP Lwd Reductlon Achie Yid in D.A. 4,61 ]h/qr Dmnstrwm Rra [t'rce ftedit Area Creditrea A BMP Treatment Wpstrtmm Dmreat:2d T' Lead tnpractice TP Removed TPI Remalrilng Treatment lobe 13 [acres] [acres] volumelft'l Pr 'ZS(Ihs] Corsi WIT) Pb/yr] gmp"M 4. b. Grass Cbamtlet C/o Sills[Spec 93) 0.25 O -S23 4925.61 0D9 L97 0.30 0.97 14-b. MTD -Fimer erg 6.h. Bl or etentlan 42 or Micro Bfocetentlm 6:411 BiorMenibn F2 ar g) Bla[etY'nnlen 0.195. 0.543 2,049.50 ODO 1.A 1.16 0.13 n2 ec s9 0.619 0.841 3,449.57 0100 2.16 1.95 0.22' 14.41 ma n ufactured Treatment Device Filt.ina 0,41 1.536 7,494.60 097 3.55 2.26 226 'Total rmpervlous Cover Treated laces} 2.97 Tota i Turf Area Trmte d(acres) 1.28 Total TP Lwd Reductlon Achie Yid in D.A. 4,61 ]h/qr eco total Te Lw d R edneti- Achiee ed in Q.A. oCD Credit Arm 37.04 Drainage Areae Summary land Carer'Tu m.nary -I ASoils dsoiis CShcI DSols Total %of Total Forest/Open laces] eco O.a] A170 oCD Credit Arm 37.04 M anaged Turf(a(res) A0o D.o3 Allo 0A5 0,49 13 Impervlousco... t -es) a❑0 1.37 Q07 1.76 306 9': BTA P 5 elan.'[ ons idlai lmperviaus carer Treated (aces] managed turf Impervioustover FsMP rreabment TP toad from "-.AO 1.40 45 is/yri Daen stream Practice credit Arm Credit Arm 37.04 Upstream entreated 7P toad TP Removed TP Remaining Freatme.nr tobe TP Remaining [acres) acres) vohrnre ({ts] Pradi-il6s to Pra<tlre (ms) Ob/Wt PDN+i Em la ed 6.4. aiaerenfion 6F, TAILS&aiorMentiw 0.394 2.499 9,967.7.5 - Ofl0 5.63 BA06 4-56 Practices(]b s] R2 er' �9 w Employed 6:411 BiorMenibn F2 ar g) Bla[etY'nnlen 0.195. 0.543 2,049.50 idlai lmperviaus carer Treated (aces] 250 Total turf Area Ireated (-es) a39 Toni TP Land Red action AI.h fere d In O -A. "-.AO 1.40 45 is/yri 5.06 Total in LwdRedu cH ort Achiered In 0.A Total Tui Loi R edu [tion Ach levirnn D.A iaN+i 37.04 Drainage Area C Summary rand r'cver Sumnarti ASails Bsoils Csals IS Silts notal '6 of Total Fbrest/Open (aces}0.07 IXl%T O.W O.W aca C.. Managed Turf(arres] 0.07 a00 O.cC "-.AO 1.40 45 Impervious Covera ores) 0.03 007 aw .n7 1.74 55 l 3.14 l W P Selw1ens Pre ReDevelopment Managed Turf Impervlmu Cover Total Turf Arca Rented (aces] TP Lwd from Total TP Load Reduction Achieved WI -EN A, - - (Ib/T') Davnstream Total Tui Loi R edu [tion Ach levirnn D.A 1.22 ear 8AlR Treatment Wrrtseated TP Load TP R- ed TP Remaining a Prartiw tredit Rr.m Gedit Area Volume [ft'] Upstream To ]Nadice (Ib s) (Ib/y*3 Phryr] Treatonent tnhe [acres] (aL I Practices(]b s] w Employed 6:411 BiorMenibn F2 ar g) Bla[etY'nnlen 0.195. 0.543 2,049.50 ODO 1.A 1.16 0.13 :2 ec #9 / � IJ_ LL TZ TZu Pre ReDevelopment Total Imperviou s Corer Treated (acres) 051 Total Turf Arca Rented (aces] 020 Total TP Load Reduction Achieved WI -EN A, - - (Ib/T') 1.16 Total Tui Loi R edu [tion Ach levirnn D.A 1.22 ear a47 Pre ReDevelopment Final Post -Development Post-ReDevelopment TP TP Load per acre Tp Lead per acre Load per acre (lb/acre/yr)( Yb/act e/yr) (tb/'acre/yr) D.57 1.22 0.57 Site Compliance Summary Maximum % Reduction Required Below Pre-Reoavefopment load iCfo Total Runoff Volume Reduction (ft') 0 Total TP Load Reduction Achieved (Ib/yr) 0.00 Total TN Load Reduction Achieved (lb/yr) 0.00 Remaining Past Development TP Load 0,94 (lb/yr) Remaining TP Load Reduction (Ib/yr G"5� Required WATER QUALITY NARRATIVE THIS IS PLAN IS FOR A PROPOSED CAMPUS TRAIL. WATER QUALITY COMPUTATIONS ARE FOR BOTH PHASE 1 & 2 OF THE PROPOSED TRAIL. TO CALCULATE THE PHOSPHORUS CREDITS WE USED TWO VRRM SPREADSHEETS (NEW DEVELOPMENT - BLDG3/PARKING GARAGE & RE-DEVELOPMENT-BLDG1&2). A MAJORITY OF THE TRAIL IS LOCATED WITHIN THE BUILDING 3 & PARKING GARAGE DEVELOPMENT AREA, THEREFORE WE REVISED THE BUILDING 3 SPREADSHEET. WE USED THE REDEVELOPMENT SPREADSHEET FOR THE TRAIL OUTSIDE THE BUILDING 3 AREA NEAR BUILDINGS 1 & 2. THE RE -DEVELOPMENT SPREADSHEET COMPUTED 0..58 LB1YR. THE NEW DEVELOPMENT SPREADSHEET FOR BUILDING 3 WAS REVISED TO INCLUDE THE PROPOSED TRAIL. THE COMPUTED PHOSPHORUS FOR BUILDING 3 CHANGED FROM 2.24 LB/YR TO 2.78 LB1YR FOR A DIFFERENCE OF 0.54 LBfYR. NFCU ALREADY PURCHASED 2.24 LB1YR CREDITS WITH THE PARKING GARAGE & BUILDING 3 PLAN, THE PHOSPHORUS INCREASE WITH THE TRAIL IS THE DIFFERENCE FROM 2.24 TO 2.78. THE OFFSITE WATER QUALITY CREDITS THAT NEED TO BE PURCHASED IS 1.12 LBfYR FOR THE CAMPUS TRAIL. REFERENCE NFCU TRAIL PHASE 1 FOR STORMWATER REPORT AND ADDITIONAL INFORMATION. TP REQUIRED REDUCTION NEW DEVELOPMENT (BLDG3) 0,54 LB/YR RE -DEVELOPMENT (BLDG 1&2) 0.58 LB1YR TOTAL 1.12 LB/YR N Lf) a I; e eN�s 47 0° N N �LO T C Ca N L U,� 4) in CL LL SP NUMBER: #45-18 Rev. No. Date TH 0i RA4DY L." EPLER � LIC. No. 32809 )to 1 DATE: 12/04/2018 SCALE: AS SHOWN DESIGNED BY: KAS/TTC FILE NO. 3015L SHEET 35 OF 36 18-14 W Cn a rr �� U) �rl..f. z Y� ~ Z w Q 0 J p 0 I.L M UJ WW UJ / � IJ_ LL TZ TZu z SP NUMBER: #45-18 Rev. No. Date TH 0i RA4DY L." EPLER � LIC. No. 32809 )to 1 DATE: 12/04/2018 SCALE: AS SHOWN DESIGNED BY: KAS/TTC FILE NO. 3015L SHEET 35 OF 36 18-14 i J�j r 000 TC FLOW PATH (TYP.) XTC FLOW PATH (TYP.) I EX. POND :::: RICKETTS POND EX. INDEPEND CE DRIVE EX. SECURITY \ \ 1 + DRIVE 15)f 8 �. �.T 7 r EX. POND "AIRPORT POND,' 14A�''� 1 � r TG FLOW PATH (IYP.) �4 EX. BIORETENTION "A" ` BIORETENTION "B" EX. POND .' "FARM POND" BIORETENTION .moi d 14 TC FLOW - PATH (TYP') Y PRE -DEVELOPMENT SWM DRAINAGE DIVIDE MAP 200 0 200 400 I SCALE: 1 " = 200' -� STORMWATER MANAGEMENT & BEST MANAGEMENT PRACTICES NARRATIVE 1. OVERVIEW THE PROJECT "NFCU - CAMPUS TRAIL" IS LOCATED IN THE WESTVIEW BUSINESS CENTRE ALONG SECURITY DRIVE. THIS PROPERTY IS IDENTIFIED IN THE FREDERICK COUNTY TAX MAPS AS PROPERTY IDENTIFICATION NUMBER 64-11-11 AND IS CURRENTLY ZONED M1 WITH AN AREA OF 35.39 ACRES. THIS PROJECT PROPOSES SIDEWALK, TRAILS AND BOARDWALK. THE CAMPUS TRAIL IS TO BE BUILT IN TWO PHASES. THE FIRST PHASE IS SIDEWALK AROUND BUILDING 1 AND SECURITY DRIVE. THE SECOND PHASE IS THE REMAINING AREA OF THE SITE (AROUND BUILDING 2,3 AND PARKING GARAGE). THIS REPORT IS PREPARED FOR THE FULL BUILD -OUT OF BOTH PHASES. TO MEET SWM (WATER QUANTITY) REQUIREMENTS WE ARE UTILIZING EXISTING SWM FACILITIES AS PROPOSED IN THE NFCU PARKING GARAGE AND BUILDING 3 PLANS. REFERENCE NFCU BUILDING 3 SWM REPORT FOR ADDITIONAL INFORMATION. TO MEET BMP (WATER QUALITY) REQUIREMENTS WE ARE PROPOSING PURCHASING OFFSITE WATER QUALITY CREDITS FOR THE PHOSPHORUS LOAD. 2. WATER QUALITY CONTROL (BMP) TO CALCULATE THE PHOSPHORUS CREDITS WE USED TWO VRRM SPREADSHEETS (NEW DEVELOPMENT - BLDG31PARKING GARAGE & RE-DEVELOPMENT-BLDG1&2). A MAJORITY OF THE TRAIL IS LOCATED WITHIN THE BUILDING 3 & PARKING GARAGE DEVELOPMENT AREA, THEREFORE WE REVISED THE BUILDING 3 SPREADSHEET. WE USED THE REDEVELOPMENT SPREADSHEET FOR THE TRAIL OUTSIDE THE BUILDING 3 AREA NEAR BUILDINGS 1 & 2. THE RE -DEVELOPMENT SPREADSHEET COMPUTED 0.58 LBIYR. THE NEW DEVELOPMENT SPREADSHEET FOR BUILDING 3 WAS REVISED TO INCLUDE THE PROPOSED TRAIL. THE COMPUTED PHOSPHORUS FOR BUILDING 3 CHANGED FROM 2.24 LBIYR TO 2.78 LBIYR FOR A DIFFERENCE OF 0.54 LBIYR. NFCU ALREADY PURCHASED 2.24 LB/YR CREDITS WITH THE PARKING GARAGE & BUILDING 3 PLAN, THE PHOSPHORUS INCREASE WITH THE TRAIL IS THE DIFFERENCE FROM 2.24 TO 2.78. THE OFFSITE WATER QUALITY CREDITS THAT NEED TO BE PURCHASED IS 1.12 LBIYR FOR THE CAMPUS TRAIL. TP REQUIRED REDUCTION NEW DEVELOPMENT (BLDG3) 0.54 LBIYR RE -DEVELOPMENT (BLDG1&2) 0.58 LBIYR TOTAL 1.12 LB/YR Com' 9 � ME111111 EX. POND "WINCHESTER PRINTERS POND" 6 �. --�''! ` �i� p r1 1 tI �r �r 5 TEX. POND "BN POND "A" WITH',, UNDERGROUND 2 STORAGE; 3. WATER QUANTITY CONTROL (SWM) EXISTING SWM FACILITIES PROPOSED WITH THE PARKING GARAGE AND BUILDING 3 WILL CONTROL THE MINIMAL INCREASE OF RUNOFF FROM THE PROPOSED TRAIL, REFERENCE NFCU - BUILDING 3 SWM REPORT FOR ADDITIONAL INFORMATION ON THE EXISTING SWM FACILITIES. 3.1 CHANNEL PROTECTION TO MEET CHANNEL PROTECTION REQUIREMENTS THE ENERGY BALANCE EQUATION, FROM 9VAC25-870-66-B-3, WAS USED TO EVALUATE THE STUDY POINT. THE PROPOSED 1YR 24 HR STORM EVENT WAS REDUCED TO THE REQUIRED MAXIMUM PEAK FLOW RATE DETERMINED BY THE ENERGY BALANCE EQUATION FOR STUDY POINT 1. SINCE STUDY POINT 1 INCLUDES OFFSITE AREA WE HAD TO SEPARATE THE ONSITE AND OFFSITE ENERGY SO THAT WE WERE ONLY APPLYING AN IMPROVEMENT FACTOR TO THE ONSITE AREA. THE ENERGY BALANCE CALCULATIONS SHOW REMOVING THE ONSITE ENERGY FROM THE TOTAL, THEN APPLYING THE IMPROVEMENT FACTOR TO THE ONSITE AREA ONLY AND ADDING IT BACK TO GET A REDUCED TOTAL (REQUIRED PEAK FLOW] AT THE STUDY POINT. 1YR STORM EVENT DA REQUIRED PEAK FLOW POST -DEVELOPMENT PEAK FLOW STUDY POINT #1 94.18 CFS 92.56 CFS 3.2 FLOOD PROTECTION TO MEET FLOOD PROTECTION 'REQUIREMENTS OF 9VAC25-870-66-C-2-B THE POST -DEVELOPMENT PEAK FLOW RATE FOR THE 1 GYR 24HR STORM EVENT WAS REDUCED TO BELOW PREDEVELOPMENT PEAK FLOW RATES THEREFORE NO ADDITIONAL DOWNSTREAM ANALYSIS IS NECESSARY FOR STUDY POINT 1. SEE SUMMARY TABLE BELOW. 10YR STORM EVENT DA PRE -DEVELOPMENT PEAK FLOW POST -DEVELOPMENT PEAK FLOW STUDY POINT #1 262.01 CFS 259.65 CFS TC PAl �!TC FLOW / / �►, _ �/ PATH (TYP.) � r EX. POND 'J"RICKETTS POND" w rpqnr-pr:�.D CE tX j DRIVE ' EX. SECURITY \ DRIVE 15 �, �, �8► )j) . ...... EX. POND + t p „AIRPORT POND" l I 4A� 138q. , 'i �► / TC FLOW1 3A PATH (TYP.) ■ `' f 1 EX. BIORETENTION "A"�` 3 "L A - BIORETENTION "B" BIORETENTION EX. POND w t' "FARM POND" ' 1 \, BIORETENTION i 3A13 J, 7 gR .� + NCR 1p 14 .� TC FLOW PATH (TYP.) POST-DEVELOPMENt SWM DRAINAGE DIVIDE MAP 200 0 200 400 SCALE: 1" = 200' ► �,IIli F-1Zvi OTENTIAL FUTURE__- - 1 t •. i THE WATER QUALITY REQUIREMENTS WILL BE MET BY PURCHASING WATER QUALITY CREDITS. AN AFFIDAVIT OF CREDIT OF SALE FOR 1.12 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 EXISTING SWM FACILITIES FOR STUDY POINTS 1. THE VA RUNOFF REDUCTION METHOD (VRRM) WAS USED TO VERIFY BMP REQUIREMENTS WERE MET. HYDROCAD SOFTWARE VERSION 10, BUILD 15 WAS USED TO ROUTE THE STORMWATER MANAGEMENT FACILITY TO VERIFY SWM REQUIREMENTS WERE MET. REFERENCE NFCU TRAIL PHASE 1 FOR STORMWATER REPORT AND ADDITIONAL INFORMATION. ft•.. ft -ft BIORETENTION "E" WITH UNDERGROUND STORAGE X } LOW1 (TYP,) EX. POND "WINCHESTER 1 PRINTERS POND , t P j r r� 7 r' I 5 ,. EX. POND "BI' _ rs POND "A" WITH I UNDERGROUND 13 2 STORAGE, `l1 q; / v k STUDY POINT #1 s SWM LEGEND SITE BOUNDARY 1-5 DRAINAGE AREA LABELS +� DRAINAGE DIVIDES i ■_ SITE AREA "ONSITE" (AREA WITH I.F. FOR ENERGY BALANCE COMPUTATIONS N E c N N N J � 07 = =mcty� c 1.5 c OCD CL 0L z zw W WZ Lu0 cez Lu SWM LEGEND SITE BOUNDARY 1-5 DRAINAGE AREA LABELS +� DRAINAGE DIVIDES i ■_ SITE AREA "ONSITE" (AREA WITH I.F. FOR ENERGY BALANCE COMPUTATIONS N E c N N N J � 07 = =mcty� c 1.5 c OCD CL 0L z zw W WZ Lu0 cez DRAINAGE DIVIDE MAP 1000 0 1000 20001 SCALE; 1 " = 1000' LLI ^ 4 I 4 / 1 SP NUMBER: #45-18 I Rev. No. Date ''�• OP RA Y L. EPLER LJc. No. 32809 •° ���!-* 11 i �, �; SSI � �. _ �� • I' � � .,,�-f_ 'OVAL 6 DATE: 12%04/2018 14A J 5. SCALE: AS NOTED i `. 1- 21- j 14 DESIGNED BY: KAS/TTC FILE NO. 3015L ` SHEET 36 OF 36 STUDY MINT #1 18-14 Lu qc( u J C/) _ o J z :5 zLu � 0. C) U? C9 U 2w a w 0 w z fy_ LL PRE DEVELnPMENT C]FFSITE u' DRAINAGE DIVIDE MAP 1000 0 1000 20001 SCALE; 1 " = 1000' LLI ^ 4 I 4 / 1 SP NUMBER: #45-18 I Rev. No. Date ''�• OP RA Y L. EPLER LJc. No. 32809 •° ���!-* 11 i �, �; SSI � �. _ �� • I' � � .,,�-f_ 'OVAL 6 DATE: 12%04/2018 14A J 5. SCALE: AS NOTED i `. 1- 21- j 14 DESIGNED BY: KAS/TTC FILE NO. 3015L ` SHEET 36 OF 36 STUDY MINT #1 18-14