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HomeMy WebLinkAbout16-17 Site PlanPlan Revisions Date Comment 2/1/17 ME MARSHAL COMMENTS 2/2/17 FCSA COMMENTS 2/20/17 PUBLIC WORKS COMENTS 2/22/17 INSPECTIONS COMMENTS 4/25/17 PLANNING COMMENTS 5/01/17 PLANNING COMMENTS CALL "MISS UTILITY" VIRGINIA UTILITY PROTECTION SERVICE (VUPS) AT 811 OR 1-80(),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 RAVE THOSE FACILITIES LOCATED BY THE UTILITY COMPANIES PRIOR TO COMMENCING EXCAVATION. THE EXCAVATOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL COUNTY REQUIREMENTS, VIRGINIA CODE AND REGULATIONS. UTILITY NOTICE REQUIRED Contractors shall notify all public utility operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the operators of underground utility lines appear below. These .numbers shall also be used to serve in an emergency condition Water/Sewer: Frederick County Sanitation Authority 1 P.O. Box 1877 2 Winchester, VA. 22604 2 (540) 868-1061 Power: Rappahannock Electric Coop 1 137 Kelly Court 4 Front Royal, VA 22630 1 1-800-552-3904 Phone: Verizon 1 P.O. Box 17398 B Baltimore, MD 21297 (301) 954-6282 Gas: Shenandoah Gas Co. P.O. Box 2400 8 Winchester, VA 22604 3 (540) 669-1111 M & H'PL STI S SITE DEVELOPMENT PLAN STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA SP # 16-17 VICINITY MAP SCALE: 1" = 1000' OWNER FORT COLLIER GROUP, L.C. 6231 LEESBURG PIKE, SUITE 600 FALLS CHURCH, VIRGINIA 22044 703-973-0400 DEVELOPER FORT COLLIER GROUP, L.C. 6231 LEESBURG PIKE, SUITE 600 FALLS CHURCH, VIRGINIA 22044 703-973-0400 Sheet List Table Sheet Rev. Rev. Sheet Title XT—1,— No Date 1 Cover Sheet 1 04/25/17 2 General Notes 2 04/25/17 3 Boundary and Existing Topa 1 04/25/17 4 E&S Phase I 1 2/20/17 5 E&S Phase H 1 2/20/17 B E&S Notes and Details 7 E&S Details 8 Site Plan 3 2/22/17 9 Site Plan 3 04/25/17 10 Grading Plan 1 2/1/17 11 Grading Plan 1 2/20/17 12 Landscape Plan 13 Stormwater Management Plan 2/20/17 14 BMP Details 15 BMP Landscape Plan E 16 Storm Sewer Profiles & Utility Profiles 1 2/2/17 17 Site Details IB Site Distance Profile & VDOT Details 19 FCSA Details 20 Site fighting Plan 1 05/01/17 APPROVALS ZONING ADMINISTRATOR DATE THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF PLANNING APPROVAL. '% Lic. No. 32809 n'lRy,2Dl-+"- `%S G SIONAL DATE: 01/17/2017 SCALE: N/A DESIGNED BY: KDP FILE NO. 5100 SHEET 1 OF 20 16-26 E- E - W Hod V) V) �aWz �mww E In '% Lic. No. 32809 n'lRy,2Dl-+"- `%S G SIONAL DATE: 01/17/2017 SCALE: N/A DESIGNED BY: KDP FILE NO. 5100 SHEET 1 OF 20 16-26 GENERAL NOTES VDOT GENERAL NOTES PROJECT NOTES LEGEND 1. Greenway Engineering, Inc. (GE) issued this plan set based on project criteria dictated by the EXISTING INTERMEDIATE CONTOUR -,-330 r n client sad municipal codes. This plan set is not considered complete or appropriate for VI. All work on this project shall conform to the current editions of and latest revisions to -� EXISTING INDEX CONTOUR -- �" --' 330 j'o m E construction until ALL necessary agencies have given approval AND this plan set is signed and the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion Sediment Control Regulations, any 400 r Y sealed by a licensed professional. Any work, planning, scheduling, material purchases and/or and and other between PROPOSED CONTOUR = c g W c construction prior to approvals Bud Heemed/professional sealing will be performed at the risk the authorizing work. GE shall be held harmless from Bud coats, time delay applicable state, federal or local regulations. In case of a discrepancy or conflict the Standards or Specifications and Regulations, the most stringent shall govern. EXISTING EDGE OF PAVEMENT -- ----- �44 r of personnel EDGE OF PAVEMENT and/or material changes incurred on work started before this plan set receives approvals andPROPOSED V2. All construction shell comply with the latest U.S. Department of Labor, Occupational 2. Methods end materials used in the construction of the improvements herein shall conform to Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. EXISTING CURB AND GUTTER �+ m o # a a current County Construction Standards and Specifications and/or current VDOT Standards and PROPOSED CURB AND GUTTER Specifications. 3. The Engineer shall not have control aver or charge of and shall not be responsible for V3. When working within VDOT right-of-way all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area TRANSITION TO REVERSE CURB m' `- m 3 it i- construction magna, methods, techniques, sequences or procedures nor for safety precautions Protection Manual. A transportation management plan needs to be submitted for EMSTEG TELEPHONE LINE --T----T----*----`--- Bud programa in connection with work shown on these plana. The Engineer is not responsible approval and land use permit issued prior to any execution of work within the VDOT t way. PROPOSED TELEPHONE LINE T T for the contractor's schedules or failure to carry out the work. The Engineer is not responsible ng of for acts of omissions of the contractor, subcontractor, or their agents or employees, or any other person performing portions of the work. P P E P V4 The developer shell l for boxesreloc, c ll his expense, ant end all utilities, junction boxes, controllers, etc., owned or including traffic signal junction EXISTING STORM SEWER Will INLET' Wf171 INLET 4. The Contractor, owner is Developer c nil be responsible for securing any third party inspection/testing service to insure construction compliance with these plana and specifications. poles, private poles, er to to /public utility consppea or It is the sole responsibility of the developer se locate and e identify unlit teciHEiea or items that may be in conflict with the proposed construction PROPOSED STORM SEWER EXISTING SANITARY SEWER IID& MANHOLE--s----s-----(�f-a--- It is Greenway Engineering's recommendation that a third party inspection/testing service be activity. VDOT y approval of these plans does not indemnify the developer from this e®• PROPOSED SANITARY SEWER WITH MANHOLE y a a Zi employed to ensure that project is completed and materials installed meet the details and responsibility. specifications in these plana. 5. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all needed to construction. The contractor shall be responsible for the ap V5. Design features relating to field construction, regulations, end control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. PROPOSED SAN. IAT. CLEANOUT _-w*_ s s EXISTING ELECTRIC SERVICE--r--r---E----r--- PROPOSED ELECTRIC SERVICE r s ` T F(y , Z W existingutilities as prior p digging of all text holes that may be required, whether recommended or not these plans, to determine the exact location and elevation of existing utilities. R any conflictss arising from . required p, pre-construction conference V6If reuired bthe local VDOT Land Development Officea EXISTING GAS LINE--c----c---- LU Z this existing utility verification or if during the course of construction, any object of an shall and held by the engineer and/or developer with the attendance of the various County agencies, utility companies end VDOT prior to initiation of contracc tor (aarra),), various pRppp3gp GAS LINE _O_G Z W unusual nature is encountered, the contractor shall cease work in that area and immediately work. EXISTING WATERLINE W/ TEE --w____w____w_w__- 0 w notify Greenway Engineering at (540) and/or the proper authority. Greenway, be Noble for •0,'w d with these responsible llat or Engineering or any engineer associated with these plane shall not that be the installation or reinstallation any utility Land Development Office when work is to V7. The contractor shall notify the local length and shell receive 48 hours for length time. PROPOSED WATERLINE A/ THE W any construction cost may associated with or cease any undetermined of inspection. ted i RXISTING FIRE HYORANT/VALVE/MM ® or other improvements if not notified of any discrepancies between actual field conditions and hours advance notice prior to any required or requested spectio V the approved plan. e. The approval of these plans in no way relieve the developer, the contractor, or their agents of V8. The contractor shall notify the Traffic Operations Center at (540) 332-9500 for any PROPOSED FIRE HYDRANT/VALVE/METER C& • ill w any legal responsibility which may be required by the code of Virginia or any other ordinance traffic control plan that impacts a VDOT maintained Interstate or Primary roadway o PROPOSED REDUCER enacted by the County nor does it guarantee the issuance of nay required permit by the provide notification of the Installation and removal of the work zone. PROPERTY LINE County, VDOT or any other Agency. 7. An approved set of plans and all applicable permits must be available at the construction site V9. The contractor shall be responsible for maintaining a VDOT permitted temporary P g P P ry construction entrance(a) in accordance with Section 3.02 of the Virginia Erosion and E®STING EASEMENT ----- at all times during construction. A representative of the developer must be available at all Sediment Control Handdbook. Furthermore, access to other properties affected by this PROPOSED EASEMENT times. 8. Prior to the initiation of any land disturbing activities the Developer, the Contractor or the project shall be maintained through construction. PROPOSED CENTERLINE - Responsible Land Disturber shall obtain a Land Disturbance Permit from the County Engineers Developer his be for a Virginia VIC. Contractor shall ensure ads(to drainage is achieved end maintained on the site during the EXISTING CENTERLINE office. The Contractor, or agent shell responsible obtaining Stormwater Management Program (VSMP) Permit and shall be responsible for the registration of and at end of construction. EXISTING TREE LINE the construction site as required by law. They shall also be responsible for obtaining and VIl. All water and sewer linea within existing or proposed VDOT right-of-way shall have a "' .. ... FLOW IEEE _ maintaining site a 9toreloper Pollution Prevention Plan (SWPPP). The approval of three plana minimum thirty-six 38 inches cover and when possible shall be installed under roadway P y (conflict his agent of the responsibilities contained in the Virginia way relieves the developer the li E drainage facilitis at points. E P Vic Any unusual subsurface sinkholes, voids, the (e.g., unsuitable soils, FENCELESS- d Eroaion and Sediment Control Handbook. Erosion hall b, caves, etc.) encountered during the course of construction shall be immediately brought ring EXISTING UTILITY PO GUIDE WINE POWGUIDE The Developer or his agent shall be responsible for obtaining any required permits from the to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design be determined by the engineer and approved by VDOT. EXISTING TELEPHONE PEDESTAL Virginia Department of Environmental Quality (DEQ) or the United States Army Corp of Engineers can SIGNS ' for any plan wetland disturbance as shown on these plans. They shall also be responsible the delineation that be on the construction site. V13. All fill areas, borrow material and undercut areas shall be inspected cad approved b VDOT be PARIDNG INDICATOR Q identification and of any wetlands may present 10. The contractor shall provide adequate means of cleaning mud from trucks and/or other a VDOT representative prior to placement of fill. A representative shall present to insure the soil sample(s) obtained for CBR's is representative of the location. When soil INDICATES THE NUMBER OF TYP. PARSING SPACES 1 equipment prior to entering public streets, and it is the contractors responsibility to clean to insure that samples are submitted to private laboratories for testing, the samples shall be clearly Identified and labeled as belonging to aproject to be accepted by VDOT and that testing streets, allay dust. and to take whatever measures are necessary public streets shall be in accordance with all applicable VDOT standards and procedures. HANDICAP PARSING are maintained in a clean, mud Bud dust free condition at all times. 11. A permit must be obtained from the Office of the Resident Engineer. Virginia Department of Transportation (VDOT) and Frederick County prior to any construction activities within existing performed V14. All roadway fill, base, sub rade material, and backfill in utility storm sewer trenches be thicknesses, density VIDRLI,ES PER DAY COUNT 100 State right-of-way. way. 12. The developer will be responsible for my damage to the existing streets and utilities which shall compacted in accordance with the lift and moisture requirements sa specified in the current VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. PROPOSED RIID,OING ENTRANCE E -cll occurs ea a result of his construction project within or contiguous to the existing ViE right-of-way. 13. Warning signs, markers, barricades or flagmen should be in accordance with the State and V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. SANITARY MANHOLE IDENTI'ER 12 z_ Federal Manual on Uniform Traffic Control Devices (MUTCD). 14. The exact location of all guard ralls and paved ditches will be determined by VDOT personnel. VSB, A post Installation visual video camera inspection shall be conducted by the O 0 "A joint inspection will be held with the Developer, County Representatives, and Representatives Contractor on all pipes idea 'led on the plena as storm eewer pipe and a select number STORM DRAIN STRUCTURE IDENfWER rn of the Virginia Department of Transportation (VDOT) to determine if and where guard rail of pipe culverts. For ppipe culverts, a minimum of one pipe installation for each size of each material type will be inspected or ten percent of the total amount for each size X735.4 W '^ a E and/or paved ditches will be needed. The developer will be responsible for providing guardrail and paved ditches as determined b this joint inspection." Refer to Virginia Department of P y j g P and material type summarized. All u a installations i sp the plans not identifieddto al storm sewer shall be considered as culvert inspection Additional testing EXISTING SPOT ELEVATION V/ 0 a O ��++ z E � Transportation Guard Reil and Paved Ditch 3pectftuction pipe p p pur air pipe Use may be required as directed by the Area Land Use Engineer or their representative. PROPOSED SPOT ELEVATION 351 X Q W 15. All unsuitable material shall be removed from the construction limits at the site plan before material PREVIOUSLY APPROVED SITE PLANS AA ,a J # � V17. The installation of any entrances and mailboxes within any dedicated street Addition LIGHT POLE Y placing these based CBR value of 8 right-of-way shall meet VDOT minimum design standards and is the responsibility of the #33-09 -Silo A 0 section on a minimum 16. All pavement sections shown on pavement approved plans are Final design be based upon actual field developer. #12-14 - Building Addition li Z and are for preliminary design only. pavement shall #15-03 - Building Addition 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 be approved VIII. Prior to VDOT accepptance of any streets, all required street signage and/or pavement markings shall be installed by the developer in accordance with the Manual On Uniform PROJECT INFORMATION by VDOT and/or the Owner/Developer, which ever applicable, prior to installation. 17. All springs shall be capped Bud piped to the nearest storm sewer manholes or curb inlet. The Traffic Control Devices. � a a 06 diameter to VDOT SB-1. Office list M W pipe shall be mm inimue" and conform standard from involved V19. The developer shall provide the VDOT Land Development with a of all Copies invoices for PARCEL IDENTIFICATION NO. 54-A-36D A 18. When grading is proposed within easements of utilities, letters of permission all Department to issuance material sources prior to the start of construction. of all materials dedicated must be to the local VDOT STREET ADDRESS: 411 BROOKE ROAD - rte+ W W FCSA CONSTRUCTION NOTES companies must be provided to the County Public Works prior of development utilized within any street right-of-way provided Land Development Office prior to acceptance of the work. Unit and total prices may be PROJECT SITE AREA: 11.169 ACRES Z rs grading and/or site permits. 19. Notification shall be given to the appropriate utility company prior to construction of water obscured. DISTURBED AREA: 6.86 ACRES 0 [y 1. The Authoritys Water and Sewer Standards and Specifications are available at www fcsa-watercom. and/or sanitary sewer linea. Information should also be obtained from the appropriate authority concerning cut sheets, and connections to existing lines. V2O. Aggregate base and subbase materials shall be placed on subgrade by means of a be determined the density CURRENT ZONING: Ml CURRENT USE: VACANT E permits, 20. The Developer and/or Contractor shall be responsible to supply all utility companies with mechanical spreader. Density will using control str%p��i��n accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A PROPOSED USE: WAREHOUSE copies of the approved plans Bud advise them that all grading shall conform to the approved certified compaction technician shall perform these tests. Certified copies of test reports 2. The contractor shall adhere to the Authority's standards and specifications in effect at plans, and further that the utility companies shall be responsible for horning these plana Bud shall be submitted to VDOT dally unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and the opportunity to be the time of construction. REQUIRED SETBACKS: the finished grades in the installation of their utility lines. given present FRONT: 75' 21. AN utilities to be located underground. during the construction and testing of the density control strip. 3. The contractor shall coordinate with and arrange for inspection by the Authority. REAR: 25' 22. Contractors shall notify operators who maintain underground utility linea in the area of proposed excavating or blasting at least two (2) working days, but not more than ten (10) V21. Asphalt concrete pavements shall be laced in accordance with Section 315 of the P P P VDOT Road end Bridge Specifications. Density shall be determined using the density 4. The contractor shall connect a new sewer line to an existing manhole by core drilling SIDE: 25' PROVIDED SETBACKS: working days, prior to commencement of excavation or demolition. 23. The developer will be responsible for the relocation of any utilities which is required as a control strip as specified in Section 315 and VTM-78. A certified compaction technician be to VDOT the manhole. FRONT: 80.3' result his project. The relocation should be done prior construction. shall perform these tests. Certified copies of test reports shall submitted P p P otherwise. A representative shall be notified and given the daily, unless opbe 5. Anew water (or forced sewer) main shall be connected to existing main by a wet SIDE: 181.5' REAR: 80.3' a 24. All perking lot/street tight and dry utility design shall be performed and provided separately k the of opportunity to be present during the construction and testing o! the control strip. p make tap. The Authority shell furnish all needed materiel and make the tap. An Application by others. All dry utility and or lighting information shown hereon is as specified by others and is included for informational purposes only, as directed by the Owner, Developer and/or V22. In accordance with Section 302.03, the foundations for pipe culverts thing-six (36) larger bottom the to the for Wet Tap shall be submitted and the initial fee paid before tap is made. 8. Exact locations services on new lines are to be coordinated with the MAXIMUM BUILDING HEIGHT: 60' HEIGHT: 34' public agency requirements. Greenway Engineering has not performed the lighting end/or dry inches and shall be explored below the of excavation determine type and condition of the foundation. The contractor shall report findings of foundation of water and sewer Authority's inspector. PROPOSED BUILDING utility design a¢d does not warrant and is not responsible for the degree and/or adequacy of ig P 8 / 4 9 illumination this or the adequacy of the dry utility service the site. exploration to the engineer and VDOT for approval prior to placin pipe. Foundation PARKING SETBACK: project n 25. All sanitary sewers, water mains and appurtenances shall be constructed in accordance with se designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for 7, The Authorit s maintenance division shall furnish and install all water meters through y TTHh FRONT: 25 the current standards end specifications of the Frederick County Sanitation Authority. foundation stabilization shall be determined by the engineer and approved by VDOT. 2 inch in size. It is the contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: REAR: 5' 26. All stormwater piping and structures shown on these plans are only accurate to the inlet or manhole locations as shown hereon. Detail design of stormwater structures were not provided V23. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on a. The meter box, with its frame and cover, must be properly aligned with the SIDE: 5' to Greenway Engineering. Actual pipe alignments will be based upon developed structural shop these plans in accordance with VDOT's installation criteria. Final approval of the coppereetter. b. The frame end cover shall be set to final grade. SIGNSETBACK: NO SIGN PROPOSED WITH THIS PIAN drawings as provided by the manufacturer. Contractor shall make adjustments to pipe alignments base on provided shop drawings. Greenway Engineering will not be held responsible guardrail layout to be given by VDOT after grading is mostly complete. c. The distance between the top of the cover and the coppersetter shall be FRONT: N/A REAR: N/A or liable for any discrepancies or changes caused by the structural design. Contractor may V24. Approval of these plans shall expire five (5) years from the date of the approval between 18 and 21 inches. box be in SIDE: N/A Rev. No. Date submit shop drawings to Greenway Engineering for review and approval at contractor's expense. letter. d. All components of the meter assembly shall proper working order. a os/2s/i9 Shop drawings will be reviewed for compliance with design plans. The Owner or Developer will be responsible for any redesign as a result of structural shop drawing design. V25. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans 8. For services that connect to existing lines: FAR CALCULATION: TOTAL LOT AREA = 11.34 ACRES=493,970 SF 27. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" and/or as specified by VDOT. a. The Authority shall furnish and install: 1. all 5/8"x3/4", 1", 1 %" cad 2" water services TOTAL FLOOR AREA = 195,555 SF BUILDING AREA/LOT AREA = 0.39 < 1.0 TH 0 per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be P P PP ➢ a engineer and results submitted Frederick County prior co V28. The foundations for all box culverts shall be investigated er mesas of exploratory bori 'i advanced below foundation elevation o determine the type and 2. all sewer services. l' .professionalIfgeotechnical non. I a geotechnical report has been prepared, it should supersede the peed en construction. d, pavement nn proposed of the The contractor shall submit copies borehole logs and b. The owners developer avail: 1. (or have the contractor coordinate) the location of the service PARKING REQUIRED: 1.5 PER EMPLOYEE ' requirements in this note. re this Engineer for details for of all O report Pindinge oP 4oundation exploration to the engineer and VDOT for approval prior to report findings foundation constructing box. Foundation designs shall comply with VDOT Road and Bridge Standard coordinate lateral with the Authority's engineering assistant = 1.5 25 = 38 SPACES 28. Refer to Geotechnical methods, materials and construction earthwork activities. PB-1. Contrary to the Standard, where rock is encountered and cast-in-place box is 2. submit an Application for Service and pay the required fees. PARKING PROVIDED: 67 SPACESY ADA PARKING PROVIDED: 2 SPACES L EPLER LIC. Nil. 32809 29. Any retaining wall 2 ft. or greater in height shall require the issuance of a separate building proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or permit. the Litter Control Act; otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. 9. All water service lines must have a backflow prevention assembly (double check valve or OPEN SPACE CALCULATIONS: 26% = 2.34 ACRES OR 123,493 SF � I"WAY, 2aT-IL 30. Construction debris shall be containerized in accordance with Virginia 8� no less than one Utter receptacle shall be provided at the construction site. RPZ, as required). The esaembly must meet ASSE standard number 1016 or 1013.yti 33% = 3.74 ACRES OR 182,843 SF SSIONAL Fig 31. These plans identify the location of all known gravesites. Gravesttes shown on this plan will be protected in accordance with state law. In the event gravesites are discovered during 10. All fire lines must have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard number 1048 or 1047. Any LOADING SPACES REQUIRED: 1/40,000 SF FLOOR AREA=102,500/40,000= DATE: 01/17/2017 construction, the owner and engineer must be notified immediately. exterior, privately owned fire line shall also have a fire service meter. The assembly shall be 3 SPACES REQUIRED TRIP GENERATION DATA 32. Individual sign permits will be required from the Zoning Office for all free standing and/or facade signs prior to erecting the sign Bud may require a separate building permit.. installed immediately before the backflow prevention unit. Radio read remotes are required. LOADING SPACES PROVIDED: 16 SPACES PROVIDED 11. The Authority shall review the mechanical plan(s) for design and material approval of a. SCALE: N/A CLASS USE EMPLOYEES * TRIP RATE VPD bnildtng's: s. domestic water meter a¢d its backflow prevention device, end/or its FIRE MARSHAL'S NOTE FCSA PROJECT INFORMATION DESIGNED BY: KDP b. fire service line's backflow prevention device. Fire lane markings and sianase: 150 150 EX. WHAREHOUSE WHAREHOUSE 15 (EX) 10 4.0 4.0 80 40 12. DEQ must also approve newer pump stations. FCSA requires a copy Certificate to DEQ'sdocuments Calculation of demand/discharge WATER NOSANITARY g WER USAGE FILE NO. 5100 An 'No Parking signs and yellow pointed curb locations will be installed Any g y 25 100 se Operate and a copy of the stations DEQ approved O&M Manual These documents mustWATER be received before substantial completion is issued and water meters released. DEMAND •Reetdocerci 236 gpd per tion by field inspection at the direction of the Fire Marshal's Office. 75 g10 per 1,000 st 1,000 WATER DEMAND ?Bei GPD •Cour: SHEET 2 OF 20 OCT 2011 25 g SANITARY SEWER DISCHARGE 2,835 GPD -Industrial: 26 gpd ®10 persona per sore 16-26 SEWER DISCHARGE • TAKEN FROM ITE TRIP GENERATION 9TH EDITION Sewer discharge equate water demand 11 1 1\AA \\\ \ g 4 v v 4 D I ' I \� I LOT 34 I / \\\ RKER _0 I I I I \ 91000EY REALTY CDNPANY zanecul9.use i 0°slwu ''ec° _� \ \� ` -----SSE ------�`/ --� —_ �AD\ / I / —ew >� --may- 66� \\-- I I I I \ /°� / \ 1\ KR (�'' A, \ �1 I 1 \ Apr �w 11 k .'1CON&_1 \ PC _A, Ago \� Sri/ I II 1�4�P�1 \ AA I 1 I \ \ \ I I I cAs 1 I I I 1 --------------II I Mm + 9I Al 1 I \ g �\ III I I'A I \y \\ II \ SII \ I I 1 \ \ ---, \ 0p6 = —- /N. FNNR EASEMENT —, 11 rQ�-_----- /DB 826 PO 1072&0 W7 PO IND J�-- 1� /+�DB 731 PR 202 & DB ZN) G3 J\ / �EA`apITTER LINE \\ \ E- / -DO 70 PO 1564 SROO RO p \ --- PJ+NW' TOT 2" T.M. WF = FORT Ca1MX ORWP, L.C. 1W p1700D29M Z E MI TIE NU9D1/1 IX. ONE STORY CONCRETE FACTDRY MWNG M & H F IW {KtI BROOKE ROAO F.F. a .. = 697.00 (ADDS Sr.) OL RRE CONNECION Z DDDR ME�6TR IX. DOOR Ll W �F— E �, �r� _---- -- — — -- v- ---------- ,9 a Ex. FlRE CONNECRON i ®U. TRANff ER I z g� o�R I \- ❑�aTRANffWaER Ex. E1£CMIM PANa IIX O`&RHEAD DOOR �\ \ ,I1IX DOOR T II i l � I 6 I 1 I /( I �1 I I� I Ex. DDaR [3 DB AD Pc 27 I'- -�+ 15' GAS 56 PG 1805ENEN7 40 20 0 40 SCALE: 1" = 40' SURVEY AND TOPOCRAPHIC INFORMATION 1. Boundary survey was performed by: GREENWAY ENGINEERING Dated: 04/18/2012 2. Aerial, horizontal and vertical control surveys were performed by: GRF.F.NWAY F.NGINEERTNG 08/10/201e Date 3. Aerial topographic mapping performed by: NA Dated: NA O LOT �A E- U U TA W�ffl zl— _ 0Q P4 E TAHOE, LLC ZgIE 1N"USE: �a� w J^�5D a ;g wz I i gree. 50 \ 11 z ww Z E- U) In 4 I 1 I I \ 1 �_-- \ 0p6 = —- /N. FNNR EASEMENT —, 11 rQ�-_----- /DB 826 PO 1072&0 W7 PO IND J�-- 1� /+�DB 731 PR 202 & DB ZN) G3 J\ / �EA`apITTER LINE \\ \ E- / -DO 70 PO 1564 SROO RO p \ --- PJ+NW' TOT 2" T.M. WF = FORT Ca1MX ORWP, L.C. 1W p1700D29M Z E MI TIE NU9D1/1 IX. ONE STORY CONCRETE FACTDRY MWNG M & H F IW {KtI BROOKE ROAO F.F. a .. = 697.00 (ADDS Sr.) OL RRE CONNECION Z DDDR ME�6TR IX. DOOR Ll W �F— E �, �r� _---- -- — — -- v- ---------- ,9 a Ex. FlRE CONNECRON i ®U. TRANff ER I z g� o�R I \- ❑�aTRANffWaER Ex. E1£CMIM PANa IIX O`&RHEAD DOOR �\ \ ,I1IX DOOR T II i l � I 6 I 1 I /( I �1 I I� I Ex. DDaR [3 DB AD Pc 27 I'- -�+ 15' GAS 56 PG 1805ENEN7 40 20 0 40 SCALE: 1" = 40' SURVEY AND TOPOCRAPHIC INFORMATION 1. Boundary survey was performed by: GREENWAY ENGINEERING Dated: 04/18/2012 2. Aerial, horizontal and vertical control surveys were performed by: GRF.F.NWAY F.NGINEERTNG 08/10/201e Date 3. Aerial topographic mapping performed by: NA Dated: NA O E- U U �6 zl— _ 0Q P4 E Q �a� w J^�5D a ;g wz I i Z 50 z ww Z E- U) In Lic. No.323os DATE: 01/17/2017 SCALE: V = 40' DESIGNED BY: KDP FILE NO. 5100 SHEET 3 OF -20 16-26 Mfg-v—� ^tea rm� O D D LOG III III \I \ LOG � I II s �I-- \\\\ / YID SF DO DD TO ST•Y 1-477 U v / LCC UDG \ \ \ I \ i / \� \ NOTE: /r A V06T LAND USE (TEMPORARY' `I III j:ONSTRUCTII ENTRANCE) PERMIT I ) OOXB^j1G�X1°10LE / SHALL BE OBTAINED/PRIOR Tll- n w DO OBTAINIyJG A LAND LIISTUkBANCE — t 7- PERMITiCE 77 W — -�_ / 50 25 ".,^,0 50 100, -r. -..w SCALE: 1" = 50' I I J / d I UU .A 9 � CMI AS FA4XEX FOR PHASE I EROSION AND SEDIMENT CONTROL ONLY!! III 1 I , ` 'i / I REMCWE EXISTING BERM \\- ------ \� / JUTE MESH (TYPE 1) SOILS STABILIZATION BLANKET 10' STORMWATER CONVEYANCE CHANNEL NTS 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. "NOTE: THE TWO BMP (BIO -RETENTION) AREAS AS SHOWN SHALL BE FULLY PROTECTED DURING SITE CONSTRUCTION. THESE AREAS SHALL HAVE SAFETY FENCE INSTALLED AROUND THEIR PERIMETERS SO AS TO PROHIBIT HEAVY CONSTRUCTION EQUIPMENT FROM ENTERING AND COMPACTING THE SOIL DURING CONSTRUCTION. SEE SHEET?? FOR CONSTRUCTION DETAILS. EROSION/SEDIMENT CONTROL LEGEND NO. KEY SYMBOL DESCRIPTION E -z SAFM R am ® ., IBPORAAY MAY CON51NIXM01 ExItm a05 ® %—%--N– WT RWE am ® ..C.ERHI IBFOWAWY 05mWW 0P¢ all IsIBIraWAAf �Pi�PiyO��F��►► MT Q WAY SIYDWSx 113 ® CPIJIUCP mFa0N1Y SfIllYEMi mAc 117 ® N£Iq SI015CYAYiE11 CONMYANCE G,N.l1 x2i5 ® SM- STA1117AINN KA (M 1) CIA YU C1B5 W.Yp CL. YC. NEI°Nt CEPTI MEFISP) W CIFAIWN ! WADWO NICTI — — � SWMaYa MwP,a 2]S10000 AS ro ff sFID54 1NmRCIWD AID TAG® -FCOMR NL a PEOGED NITM 14 OAK WIkW SMWT 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. "NOTE: THE TWO BMP (BIO -RETENTION) AREAS AS SHOWN SHALL BE FULLY PROTECTED DURING SITE CONSTRUCTION. THESE AREAS SHALL HAVE SAFETY FENCE INSTALLED AROUND THEIR PERIMETERS SO AS TO PROHIBIT HEAVY CONSTRUCTION EQUIPMENT FROM ENTERING AND COMPACTING THE SOIL DURING CONSTRUCTION. SEE SHEET?? FOR CONSTRUCTION DETAILS. C N Y N U j E b c p c T-�VI•LOTla fir'_: n q 6 V m LL c 3� P az A ZW Lu Z ` 2 W0 E- r-) CJ SEDIMENT TRAP COMPUTATIONS E -z ., F- oq� a 5 � ..C.ERHI W. 6igV➢F PPWCEC MT co5D (L EIEV. 'o CPIJIUCP µE1 C . 1 CRY W T 1SttIgP°E SiC1U(£ N£Iq iCP BEflM TU^� A9F/. CIA YU C1B5 W.Yp CL. YC. NEI°Nt CEPTI MEFISP) IENGiN NICTI NEgIR NEIq 1 2]S10000 za 150 121 1.5 1.5 ism 2 2.6B 00 1 1 108 200 1.5 15 10]1 10 2.5 25 003.5 C N Y N U j E b c p c T-�VI•LOTla fir'_: n q 6 V m LL c 3� P az A ZW Lu Z ` 2 W0 Lic. No. 32809 11-/7QY-%Dli- DATE: 01/17/2017 SCALE: I" = 50' DESIGNED BY: EDP FILE NO. 5100 SHEET 4 OF 20 16-26 E- r-) CJ E -z ., F- oq� a 5 � z J i co5D (L 'o f/Z Z U W T 2 O U 06 m w 6 W za v) Lic. No. 32809 11-/7QY-%Dli- DATE: 01/17/2017 SCALE: I" = 50' DESIGNED BY: EDP FILE NO. 5100 SHEET 4 OF 20 16-26 f pe r I V _ �• �I;c �. '".�, /Y •ate �/ I r/' s�. � � fil►, ems; f �, �%` CTE rrr y In - 1 - ® �'•..'+•V.•i)}♦i 1��•i1�11 i.�i:}��A�i. I \ . GL 1 Grtlryb I I"IC 0X0 Is MrF,AJ UYRIryb 8f4SIN CONSTRUCTION. \ J 5 LOG / D _ L I 1 EROSION/SEDIMENT CONTROL LEGEND e, NO. KEY SYMBOL DESCRIPTION N9 --- ----II--- -I---- - IL CLT MICE ER CULMRT MET PIIOlEC110N — — — — — — I I 94 N ��I� $ 17 117 O SMR MIR CMWYANa 0wN0. 111 OP WIIEf PROIECTIM RDa Dmf 0P1 L _ 5 o _ _ _ -- DM S DP aFNR O.8M010 \ i / i I CRIIICIL lflPE - OI i"Su TOPE T1 i = ND TAB® --7-• * YIIM I4 Mffi BIER SfMf 6 M.IYIG. QI SOOOFD ND PEO�D MTM 14 OA18 BIER 3TNIT Ea r o97 Ac RESPONSIBLE LAND DISTURBER NAME CGG CERTIFICATION #: THE RESPONSIBLE LAND DISTURBER -- / IS THE PARTY RESPONSIBLE FOR \ ` / - �. ,T g / CARRYING OUT THE LAND DISTURBING 0.20 ACRE >_. / m� / / _ I / �qE ACTMTY AS SET FORTH IN THE PLANS. '04 LCG CIP 92all EX. VAR. WmiH oRAPiALE -- __ 8 5a G27 E W7 02ASFL DRIVEWAY v /i/'� � �E« -- /—_ —_tea--- �_ I / \ OP —\ +C — oe )eaJD - — My =BBD X X -E-:—!!! Ei-Tuv s A _ -- ,._ MEET 6 ETCHKOOKE \ \ ��-- I —�--- I—_-80/RIYIW——�'_-_ / 40 20 0 40 80 SCALE: 1" = 40' OUTLET PROTECTION E- U STIR # OUTLET VELOCITY (fps) BOTTOM TOP WIDTH (k) LENGTH (ft) WIDTH IN) DEPTH (in) TYPE (VDOT Claes) 1 10.6 5' 10' 10' 24" CLASS I 9 10.0 3' 5' 6' 24" CLAS31 ex Twin 30" 7.7 12' 10' 12' 18" CLASS Al 13 4.7 14' 12' 14' 18" CLASSAl Blo#1 - 3' 5' 5' 18" CLASS Ai Bio #1 weir 2.0 8' 20 18' 18" CLASS Al Blo T2 - 3' S.S' 18" CLASS A7 1io#2welr 2.0 12' 15' 7. 18" CLASSAI Roof Droln 8.0 3' 51 S' 18" CLASS Al ��-- I —�--- I—_-80/RIYIW——�'_-_ / 40 20 0 40 80 SCALE: 1" = 40' k%�L�iQXAL ic. No. 328j9i PA1 26 A .' DATE: 01/17/2017 SCALE: 1" = 40' DESIGNED BY: KDP FILE NO. 5100 SHEET 5 OF 20 16-26 E- U V �z Zcn Aa z� xJ wZ a. 06 R-4 04 w ow V) k%�L�iQXAL ic. No. 328j9i PA1 26 A .' DATE: 01/17/2017 SCALE: 1" = 40' DESIGNED BY: KDP FILE NO. 5100 SHEET 5 OF 20 16-26 EROSION AND SEDIMENT CONTROL NARRATIVE Deacrintion: This project development will construct a 102,500 sf industrial warehouse addition, along with a commercial entrance along Brooke Road, onsite truck loading areae, 450 feet of access road to adjoin an existing access road to the north, 16 new parking spaces and associated utilities. The property is a part of the Fort Collier Industrial Park, zoned Ml, and is located west of Brooke Road (St Rt #1328) north of the intersection with Fort Collier Road, in Frederick County Virginia, Approximately 6.8 acres will be disturbed for construction. Date of nonstructioa• Construction will begin following plan approval and will take approximately four (4) months to complete. j pg dfa madttions. The portion of the site for this proposed construction is an unimproved area adjoining an existing warehouse with paved parking and truck loading areas. The site drainage is generally divided in half draining to both the north and to the south. The north portion drains to an existing drainage channel which flows to the east and the south portion drains to a road side ditch along Brooke Road. Both areas ultimately drain to a regional SWM facility for the Fort Collier Industrial Park property. Average slopes are between 2% and 15%. Adjacent areas: The site is bounded on the east by Brooke Road, on the north, south and west by developed Ml properties. Offsite areas: Offsite disturbance within the VDOT right of way for Brooke Road will occur with the construction of a new commercial entrance. Additional offsite disturbance associated the the access road construction will occur on the two adjacent properties located to the north. No other offsite disturbances are being proposed. ani]IL The existing soil conditions were obtained from the USDA Soils Survey. The soils on this site consist of Frederick-Poplimento Loans (148, 16B & 17C), with moderate surface runoff, permeability and erosion hazard. This site has within the mapped karst geology area Ob, Beekmantown Group. There is no visible karst feature present on this site or in the immediate surrounding area. Crltieal arms: Stormwater quality will be controlled by two constructed Bioretention basins. These designated areas will be considered a critical area during site development and will require protection during land disturbance activities. Emden And Sediment. Control Meesnrea1 Unless otherwise indicated, all vegetative and structural erosion and sediment control measures shall be constructed and maintained according to the minimum standards and specifications of the Virginia erosion and sediment control handbook. Structural Measures: Pham I: Install protective measures for the designated BMP areas as shown on plan. Install Temporary Construction Entrances with Wash Racks (3.02) at the entrance to the site on Brooke Road. Install silt fence (3.05) as shown on the plans to intercept and detain small amounts of sediment from disturbed areas during construction in order to prevent sediment from leaving the site. Install temporary diversion dikes (3.09) as shown on the plans to divert sediment -laden runoff to the sediment trapping structure and to divert clean upland runoff around site. Install temporary sediment traps (3.13) as shown on plans to detain sediment laden runoff from disturbed areas to allow majority of sediment to settle out. Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed on all critical slopes (3:1 or greater) and as needed to stabilize disturbed areas. Phase If: Only Phase I controls shown on Phase II plan to remain for the duration of the project. Install inlet protection (3.07) as shown on plans to prevent sediment from entering storm drainage system. Install culvert Inlet protection (3.08) on all new culverts throughout the site. Install temporary diversion dikes (3.09) as shown on the plans to bypass sediment -laden runoff away for bio -retention areas during construction. Install outlet protection (3.18) to minimize down stream errosion below outlet structures. Fill slope surface shall be left in a roughened condition to reduce erosion. Contractor shall redirect the concentrated flow away from the fill slope by installing diversion dike and divert the runoff to sediment traps or sediment basins. Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed on all critical slopes (3:1 or greater) and as needed to stabilize disturbed areas. Install bioretention pre-treatment cell as shown on plans to protect the Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven (7) days to denuded areas that may not be at final grade but will remain dormant for longer than fourteen (14) days. Permanent soil stabilization shall be applied to all areas that are to be left dormant for more than six (6) months. Topsoil that has been stockpiled shall be surrounded with silt fence and protected by mulch and/or temporary vegetation immediately after grading. All earth berms, diversions and sediment trap embankments are to be machine -compacted, seeded and mulched (hay mulch or straw) for temporary and/or permanent vegetative cover immediately after construction Erosion control mats shall be installed over steep (2:1) cut and fills slope which have been brought to final grade and seeded to protect from rill and gully erosion. Mgyggement Strategies: Construction shall be sequenced such that grading operations will begin and end as quickly as possible. The site superintendent shall be responsible for the installation and maintenance of all erosion and sediment control measures. Maintenance of these measures throughout the project is critical to the effectiveness of the program. After areas above controls have been stabilized, the controls shall be cleaned up and removed. Electric power, telephone, storm, sanitary, water & gas supply trenches are to be compacted, seeded and mulched within five (5) days after backfilling. No more than 500 feet are to be open at any one time. All cut and fill slopes are to be seeded and mulched within five (5) days of completion of grading. - Drainage swales shall be stabilized with check dams until vegetation has been well established, at which time the check dams shall be removed. Devices listed above are considered minimum erosion and sediment controls. Additional control measures may be necessary due to contractor phasing or other unforeseen conditions. It is the contractor's responsibility to provide additional measures to those shown, as needed, in order to control erosion and contain sediment on site. All measures shall be installed according to the standards and specifications in the Virginia erosion and sediment control handbook. Stormwater Management: Increased runoff from this development will be controlled by the regional stormwater management facility for Fort Collier Industrial Park. Maintenance Program: All control measures shall be inspected daily by the site superintendent or his representative and within 24 hours after any storm event greater than 0.5 inches of rain per 24-hour period. Any damaged structural measures are to be repaired by the end of the day. Seeded areas shall be checked regularly to ensure that a good stand of grass is maintained. All areas shall be fertilized and reseeded as needed until grass is established. Trapped sediment is to be removed as required to maintain 50% trap efficiency and disposed of by spreading on site. Inlet protection shall be checked regularly for sediment build-up. If the gravel outlet is clogged by sediment, it shall be removed and cleaned or replaced immediately. The contractor is responsible for keeping existing public roads in a clean, dust and mud free, condition at all times. Erosion and sediment control program: 1. Hold pre -construction meeting on site with inspector. 2. Install construction entrance. S. Clearing and grubbing for HMP protection area and sediment control devices. 4. Placement of sediment control and BMP protection devices. 5. Obtain inspectors approval prior to beginning grading operations. 6. Clear and grub remainder of site. 7. Rough grade Phase 1 Construction Area. B. Final grade for Phase 1 Construction. 9. Stabilization of disturbed areas and gravel surface access road and Phase 1 parking for temporary use. 10. Rough grade Phase 2 Construction Area 11. Final grade for Phase 2 Construction 12. Stabilization of all disturbed areas. 13. Construct bio -retention structures. 14. Remove erosion and sediment control measures with the approval of the inspector. Note: The Frederick County Public Works and Engineering Department retain the right to add and/or modify these erosion and sediment control measures during the construction process, within reason, to ensure adequate protection to the public and the environment. Seeding schedule (eoI stabilization): 1. All permanent seeding shall be in accordance with section 3.32 of the VESCH. 2. Spread topsoil at a minimum depth of four (4) inches. S. Incorporate pulverized agricultural limestone into the topsoil at a rate of 92 lbs. per 1,000 square feet (2 tons per acre). 4. Fertilize with 10-10-10 fertilizer at a rate of 23 lbs per 1,000 square feet (1,000 lbs per acre). 5. Seed all areas with a seed mix consisting of 67% Kentucky 31 Tall Fescue and 33% Red Top Clover. 6. Mulch all seeded areas with straw mulch applied at a rate of 3,500 lbs per acre anchored with cutback or emulsified asphalt applied at a rate of 200 gallons per acre. Dust control: 1. Temporary seeding shall be applied to all disturbed areas subject to little or no construction traffic. 2. All haul roads and other heavy traffic routes shall be sprinkled with water until the surface is wet and repeated as needed to control dust. MINIMUM CONSTRUCTION STANDARDS NARRATIVE An erosion and sediment control program adopted with this plan must be consistent with the VSECH for 4VAC50-30-40 (MS -19): 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soils stabilization shall be applied within seven days to denuded areas that may not at final grade but will remain dormant for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The contractor is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform mature enough to survive and will inhibit erosion. , g 4. Sediment basins and traps, perimeter dikes sediment barriers and other measures intended to trap sediment shall be constructed as a first step in my land -disturbing activity and shall be made functional before upslope lend disturbance taken place. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and. diversions immediately after installation. 6. Sediment traps end sediment basins shall be constructed based upon the total drainage area to be served by the trap or basin. a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. b. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin during a 100 -year storm of 24-hour duration. 7. Cut and fill slopes shall be designed and construction a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. Fill slopes greeter than 3:1 will require a slope stability analysis and maintenance plan. B. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11. Before newly constructed stormwater conveyance channels or pipes are made operational, adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of aonerodible material shall be provided. 14. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. All applicable permits shall be submitted with Land Disturbance application. 15. The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: a. No more than 500 linear feet of trench may be opened at one time. b. Excavated material shall be placed on the uphill side of trenches. c. Effluent from dewatering operations shall be filtered or passed through approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off-site property. d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well as to larger land -disturbing. activities. 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 local program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. No erosion control measure can be changed or removed without the permission of the Frederick County inspector. 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff. 20. All measures used to protect properties and waterways shall be employed in a manner which minimizes impacts on the physical, chemical and biological integrity of rivers, streams and other waters of the state. TABLE 3.31-8 TEMPORARY STONE CONSTRUCTION ENTRANCE 2 Its. Rate Planting Dates Species (lbs./acre) Sept. I - Feb. 15 60/50 Mix of - Commercial or Residential Annual Ryegress - Kentucky 31 or Turf -Type Tall Fescue (Lolium multi-florum) ilk rY n-n=u n Jas _ r M. a0SI 50 - 100 lcals�� 11111.=►�•��� High-Maintensnce lawn Secal cereals Minimum of three (3) up to five (5) varieties of M 60 - 100 General Slope (3:1 or less) May 1 - Aug. 31 German Millet 57 W. YD,/�I (Setaria italica) - Red Top Grass 2 Its. - Seasonal Nurse Crop•• / MUND •f.l' _- t r e i. t 'i.. ,IIIIIIII't =x r,r,t. ii.CROSS SECTIONOF OUTLET 06 m ,_ ,. ,.. _ LAN VIEW W W W n niP'�}�Y�TidttY.�?�VfV�V'.iV�T.�Y,iV�Y -- � •� ..,j" � - - - _ - � � SECTIs Ul •1. 1.•N' BI i. e.••. ✓ -COARSE AGGREGATE SH� BE #3. #367 OR #5 SECTION OUTLET ,.. ,.. g - r. r provision shall apply to individual development lots as well as to larger land -disturbing. activities. 18. All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. No erosion control measure can be changed or removed without the permission of the Frederick County inspector. 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff. 20. All measures used to protect properties and waterways shall be employed in a manner which minimizes impacts on the physical, chemical and biological integrity of rivers, streams and other waters of the state. TABLE 3.31-8 ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REWONS" FOR APPALACHIAN/MOUNTAIN AREA 2 Its. Rate Planting Dates Species (lbs./acre) Sept. I - Feb. 15 60/50 Mix of - Commercial or Residential Annual Ryegress - Kentucky 31 or Turf -Type Tall Fescue (Lolium multi-florum) - Improved Perennial Ryegrass • & 50 - 100 Cereal (Winter Rye High-Maintensnce lawn Secal cereals Minimum of three (3) up to five (5) varieties of Feb. 16 - Apr. 30 Anual Ryegress 60 - 100 (Loliium multi-florum) General Slope (3:1 or less) May 1 - Aug. 31 German Millet 50 (Setaria italica) - Red Top Grass 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 108 lbs. FOR APPALACHIAN/MOUNTAIN AREA 2 Its. - Seasonal Nurse Crop** Total Lbs. Minimum Care Lawn Par Acre - Commercial or Residential 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 90-100% - Improved Perennial Ryegrass • 0-10% - Kentucky Bluegrass 0-10% High-Maintensnce lawn March, April through May 15th Minimum of three (3) up to five (5) varieties of May 16th through August 16th bluegrass from approved list for use in Virginia. 125 Its, General Slope (3:1 or less) November through February - Kentucky 31 Fescue 12B lbs. - Red Top Grass 2 Its. - Seasonal Nurse Crop•• 20 lbs. 150 lbs, Low -Maintenance Slope (Steeper than 3:1) - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 Its. - Seasonal Nurse Crop** 20 lbs. - Crowavetch ••• 20 lbs. 150 Its • Perennial Ryegress will germinate faster and at lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed. p�� •• Use seasonal nurse crop in accordance with seeding dates as stated below: March, April through May 15th Annual Rye May 16th through August 16th Foxtail Millet August 16th through Sept.,0ct. Annual Rye November through February Winter Rye ••• If Flatpea is used, increase to 30 lbs./acre. All legume seed must be properly inoculated. Weeping Lovegrass may also be included in any slope or low-maintance mixtures during warmer seeding periods; add 10-20 lbs/acre in mixes. a� z x k_ZW W� LW�z t12 W Y Lic. No. 32609 )-MJv- 2o17 , I DATE: 01/17/2017 1 SCALE: N/A I DESIGNED BY: KDP FIE NO. 5100 SHEET 6 OF 20 16-26 E V/ d E EUN Z Q . Z O p�� d> Z O E- J J Z A a Z �O E- 0 =x V7 06 m A W W W E W Ul Lic. No. 32609 )-MJv- 2o17 , I DATE: 01/17/2017 1 SCALE: N/A I DESIGNED BY: KDP FIE NO. 5100 SHEET 6 OF 20 16-26 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) z I. SET POSTS AND E%GwIE A 4x4' . OPSIAPE NDNC THE ZINE 1 SUPIE MIRE FENCNO TO THE POETS. OF B4. ,MITRED GHANNEIPLAN ..F.•..M.,•. VIRW LAI z z O Aa a� i �W Q SECTIONfoT%B E I 1. AFRON UERNO MAY BE WRAP. Nauru ARAI DAMONWERE. f OR COMME2. IIIA LA m THE URNGTH OF THE . AFRON AS'MING Rum 818,B AND SAM-1.ms w=°�x FLOW 4 U 1 ATTACH TIE FILM FORK TO THE ARE RW.0 AND ENTEID IT INTO TIE Th4NCX. 4. 34CKFU AND CONTACT TIE FX VATZD SIL w III .. Jill - Ok II =III FNIEIRNIN OF FABRIC AND ARE INTO THE TRFNCH. flLTER FABRIC ��� ARE 900ECB: W h® d Sha d Re iwsdl POter BeTrl ( 9ed- t f I, PMIS. 9.65-( TEMPORARY DIVERSION DIKE SOURCE: VA. DSWC PLATE 9.09-1 SPACING BETWEEN CHECK DAMS L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION SOURCE: SAFETY FENCE PERSPECTIVE VIEW PERSPECTIVE VIEW PERSPECTIVE VIEW PLASTIC FENCE METAL FENCE SOURCE: CONNED PLASTICS VDOT ROAD AND BRIDGE STANDARDS VA. DSWC ROCK CHECK DAM %ATE 3.1-1 COVIRSE AGGREGATE FLOW 2-10 ACRES OF DRAINAGE AREA: 6 WOT #1 rrOARSE F P.FjM., SILT FENCE CULVERT INLET PROTECTION aBOIW a . .w. a n7RR+m ENRw6mW FIIFY OPTIONAL STONE COMBINATION 1ff .i�i.•_.�-.Se��17 ADAEED Ilan VONT Shacked SBNM aN VR. NEW OUTLET CONDITIONS A 3PE OUTLWI TO FLIT EEA WITH NO DEFETED HANNEL -` 0 - . 1P T ���= =: a0 E U z X111:_ _ "���F'ii `P���iG�rf �� ��?�iA��1��� Z W VPf4 ,MITRED GHANNEIPLAN ..F.•..M.,•. VIRW LAI z z O Aa a� d CO) �W Q SECTIONfoT%B E AMBORDER 1. AFRON UERNO MAY BE WRAP. Nauru ARAI DAMONWERE. OR COMME2. O LA m THE URNGTH OF THE . AFRON AS'MING Rum 818,B AND SAM-1.ms w=°�x AINI a WORSE. Plate 3.18-1 SILT FENCE DROP INLET PROTECTION 2X Y NEND FRAME ERDP NtR TNo, ORATE 1.E'NAY_ FRAAC 77 wnRrs EXC® AT Etli1ERs PERSPECTIVE VIEWS S FABRICqw%- qq 4T�(t IIIA ELEVATION OF STAKE AND FABRIC ORIENTATION DETAIL A SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPUCARIE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 59.) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT ERCEEDING i C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED F S. SUCH AS IN STR0T OR HIGHWAY MEDIANS. S1OE5: N.C. Smian and Sediment CRDtrol PN®inB and DRARn NaNW IBBB PLATE 3.07-1 Lic. No. 32909 ,I'Ony-200 , DATE: 01/17/2017 SCALE: N/A DESIGNED BY. KDP FM NO. 5100 SHEET 7 OF 20 16-26 a0 E U z Z W VPf4 W z LAI z z O Aa a� d CO) �W Lic. No. 32909 ,I'Ony-200 , DATE: 01/17/2017 SCALE: N/A DESIGNED BY. KDP FM NO. 5100 SHEET 7 OF 20 16-26 E U N P4z VPf4 � z O Aa a� d CO) Q E QJau)5 z" O V] d U w=°�x U w Ok Tn Lic. No. 32909 ,I'Ony-200 , DATE: 01/17/2017 SCALE: N/A DESIGNED BY. KDP FM NO. 5100 SHEET 7 OF 20 16-26 *+ NOTE: IN ORDER TO PROMOTE SHEET FLOW DISCHARGE FROM PAVED SURFACES NO CURB AND GUTTER IS BEING PROPOSED FOR THIS SITE AS A LOW IMPACT DESIGN (LID) PRACTICE. LOT 25-A II X T.M. 51 -A -S1 Illi, TAHOE, LLC. DD 960 PG 1359 I . ZONE Mi USE: INDU9TRIAL m mm I; SHOULDER I I 4$ I i .a r 1 i 20:0 a NF LOADINGAREA I I ' / ZONE:"FORCALER 12904 Ml SE- INDUSTRIAL DOCK DOOR I I '/ \ DOCKDOOR I w DOCKDOOR I o gl N I ROOF DRAIN - -I— _ - �_ _ _ L ROOF DRAIN COLLECTION % GO EX LI NE WRHIN PROP0.SE SYSTEM ROUTED THROUGH Z WASHED G�S g EX. DUMPSTERA GRAVEL (2'J) I I BUFDING TOB REMOVE WI �� PROP. BUILDING. DESIGN TO I COMPACTOR 6'(2 r) NEEEE''''AAAN���SERVICE CONNECTIONT BE COORDINATED WITH I I BE PER ARCHITECTURE PLANS. ARCHITECT 5X10'GAS 8'x6"TEE CONC METER WI6' REDUCER STOOP I EX. ROOF _ DRAIN +MATC■H LINE H� �_ I —H PLASTICS" EMEM79t I W/8' GV & EX. ONE STORY CONCRETE FACTORY BUILDING I , BOLLARDS /4'GRAVEL PRO EDBUILDING ADDITION / SHOULDER :'WAREHO102,500 SF 11 BROOKE ROAD 7` - - CVSE:'WAREHOUSE %N F.F. ELEV. = 697.00 q OVERHG DDEOOR I I I I (93005 SF.) 3 Q i EP STOOP CONC ROOF DRAIN I I ROOF DRAIN IE STOOP (Tw) _ I (TYP) 50.00' GAS - - — 1 — _ _lLK EX. ROOF Sk10' � I DRAIN CONG TOO 2'WASHED STOOP I GRAVEL (2"-3') 6' DEEP W GRAVEL I SHOULDER 13 CO - _T T E%. TR SFIXtMER ❑ ,z 2' WASHED EX. FIRE CONNECTION DOCK DOOR I I I GRAVEL(2'-3� I IX. DOOR \ w I " 6' DEEP $' I I GAS,TRS DO K#2x CKDOOR METER GRAVEL�HEAVY DUTY- PH UN FHOULDER $ ASPHALT LPAVEMENT DOCK DOOR¢�J \ ROOF DRAIN TVP DOCKDOOR ROOF DRAIN } (T1'P) 3 GRAVEL FIRE LANE I 20 0' GONG' LOADBtt±AREA DOCKDOOR I I ACCESS \ \ DOCK DOOR EXISTING BUILDING � o 45° BEN DOCKDOOR 20' FCSA \ \ Bp6 P \ T WASHED z' DOCK DOOR I w ESMT \�\ 1& GRAVEL (2"-3') \I ;� ROOF DRAIN 2' WASHED z_ \ \ f$ /5, og44 \ \ 8' DEEP ' o ¢, \ _ - - - - 5k10 CONC (TYP) 1 GRAVEL (2'-3") ROOF DRAIN x ``P, 2?4 EV'09g \ ' Z / e SHOULDER ° ,� O , VEL STOOP 200.00' 8' DEEP - (TYP) $ I 13 \ �\ 1 g Ss �D SCOSX10'CONC a� I "'S E%. DOOR _ �FJRAIN —�IP 18' CL -N ` '� TRENCH (TYP) W75' BRL L/� \ E \ RCP 16 8, 45° B W 12 W 11+00 8^Iffi" n 10+00 SV 8x0 WET TAP IMPROVE EXISTING TEE / BY FCSA _ GRAVEL FIRE LANE 1 1 \ M SIGN 1 O ESM�SA 70.0' ACCESS 18' CL -N RCP I R - — — - - POWER EASEMENT / _FX\p Ss �'y DB 826 PG 1072 k DB B37 PG 1099 - GRAVEL DRIVEWAY _ jEX. 15' GAS EASEMENT EX. 5' WATER UNE / \ D8 731 PG 202 & DB 730 PG 341 EASEMENT / w 1 -E--� _� __E DB 746 PEG 1564E- E- - -E- - -E- - -E- - /_� INV. E680.44 - -INV. 68044 - / \ ITE DISTAN 43 70.85' LI W °�'' / � \ EXISTMIU.pNG PAVEMENT RLAY�- EX 12" WA N BROOKE PAZ _ AD RO S N I — — — WRW 441 EX EP 2019 AADT ECTO1300R m T.M. 54-A-928 NORTHWESTERN REGIONAL JAIL AUTHORITY I LOT 36N INSt No. Ml USE: REREGIONAL JAIL FORT 19145 T.M. 54 -A -36N ZONE:DOWER GROUP, L.C. U `i DS 880 PG 165 ZONE M1 USE: INDUSTRIAL 30 15 0 30 60 SCALE: 1" = 30' Lic. No. 32509 )'Ay-2bl' , DATE: 01/17/2017 SCALE: 1" = 30' DESIGNED BY; KDP FILE NO. 5100 SHEET 8 OF '20 16-26 E- - U � E- L) L)0Qa E- '^ F —> V, cl Q E- W r 2 M �D W O ul 2 �U DO V. 6 R r4 r4 OP4 E- m Lic. No. 32509 )'Ay-2bl' , DATE: 01/17/2017 SCALE: 1" = 30' DESIGNED BY; KDP FILE NO. 5100 SHEET 8 OF '20 16-26 9 � � / • � -��� � C f0 �mI 6, ------------- NZM OVERLA17 o I .v ° v .:'DDI 1..• �' / PT" \ LOT 31 A D EX FH T.M. GROUP. p Z W FORT COWERER GRWP, LC. D � ZONEDM197USE. NWSTRIAL I 0 .� 0. v. 0 0 PG 1608v p �Z All 5 S --�� �i I \GA \ LOT 32 / 1'3 RKER b T.M. 54-1-D hl W-00W, E 91.9'1 KEY I TY COM � SHO DB 9300 G 1608PANY \ ZONE MI USE INDUSTRIAL ACCESS EASEMENT / 39'-6'HDPE SHOULDER �� •A gE �' / / 1% MIN. SLOPE x NOTE: s out IN ORDER TO PROMOTE SHEET FLOW DISCHARGE FROM / �� _w_ CO co PAVED SURFACES NO CURB AND GUTTER IS BEING 4' GRAVEL / 73.a �/ / / � PROPOSED FOR THIS SITE AS A LOW IMPACT DESIGN SHOULDER (LID) PRACTICE. / / ' 208'-6"HOPE CO I w= \ / /�° g 80� �� / 1% MIN. SLOPE I CO EK SANITARY MH / N�// 1 � GAS O BIOBASIN TION � / / / MARKER l BASIN #2 IS TOP -.. MH / / TOP = 693.87 / g � E%.INV. IN = i 5 / CO �� a a gu�fi68.60 n o n � n ENZ BROFtNV. IN=680.97 " EX. FIRE C( 5P4. �SE� CORE DRI' Pr / / / CO Ir ^ ^S WSIFH P/E 2pA 60 / / BZ - 6" HDPE I I EX. 6" W/ F EX. TRANSF F 2 1800" 5 /i 1% MIN. SLOPE N B' —co I .690.16 m F Z i EP BIO-RETENTION Ta 27"E OP. FH ST NDPIPEBASIN #1 z 1 ZASSMY. W/8GV 1 O &BOLLARDS O CO CO LL I IN . 69045 7 co 0 R=5. ORpJN Bl g o z Q Q W , GONG. SW RSP l l a /�^ 4t 0) `D BENS 102'-6'SANITARY m �m W I.i O O 02'-6'SAN1% 2'WASHED I 7 m 5�" E- Z U © GRAVEL *DEEP Sx1acONC ( T x E SAN. / ,, SANITARY CO 6* DEEP % I Z J M� / / INV X87.99 STOOP I `� D7 P4 ' 250.00' - ROOF DRAIN s EX. TRANSF �yr Q 4' GRAVEL , W / — — — 5R 6'TOOP NC p I —❑ Ex. ELECTR W W 1 N / SHOULDER STOOP ROOF DRAIN �) ri z rx m gyp)) E- I / 45°BEND _ DOCK DOOR a � r I GA DOCK DOOR ,. S I EX. OVERHME —\ z ROM_ MQE0$A _ - _ _ _ _ - _ L EX. ROOF n LEX. DOOR (TYp) I I DRAIN z. 6.3' 0.0 DOCKDOOR I I "I I I � ��. N I ( I EXISTING BUKDINODOCKDOOR n m Q-• t DOCK DOOR _ — —� DRAIN F HEAW DUTY ' J� ASPHALT PAVEMENT cT LOT 25-3 N 1 20'0, 1 T.M.GRO6D I + DOCK DOOR FORT COWERER GROUP, F P, L1 „ CONC.LOADING AREA ( INST /0170002904 ZONE MI USE INDUSTRIAL DOCK DOOR w 15 t DOCK DOOR I I p w _ m ROOF DRAIN z _ _l.— _ _ Rev. No. Dete ROOF DRAIN COLLECTION I I 8/B6AT a 2' WASHED EX LINE WITHIN PROPOSE I SYSTEM ROUTED THROUGH EX. DUMPSTER AND CO _ M+ ^+ BU DING TO BE REMOVE WI o PROP. BUILDING, DESIGN 70 T OTrT AAS ��)`S' / G��6 (p NE ER CONNECTION T BE COORDINATED WITH ( COMPACTOR TH OF r T.M. 54 A-8LLCEP I BE PER ARCHITECTURE PLANS. \\\ ARCHITECT w DB 950 PG 1359 5'x10' ZONE Mi USE INDUSTRIAL 8"x6'TEE CON; U RA DY L P R 9 WIS"REDUCER STOOP EX. ROOF DR41N MATCH LINE '� LID. No. 32Bos Aiii�FHAifIIYi 1_ _� ��w�}wn__w OIL %gn—EMIL I oea"1�-r-Za(� ti ;SHOULDER BOLLARDS /4'GRAVEL PROP ED BUILDING ADDITION EX. ONE STORY CONCRETE FACTORY BUILDING &I� I 1016 SHOULDER 102,5OOSF I 'M & H PLASTICS° I NAL IbSE:'WAREHOUSE $411 BROOKE ROAD � F.F. ELEV. = 697.00 (93,005 SF.) )- - DATE: 01/17/2017 4 OVERHEAD DOOR EP < ATGRADE EX. DOOR — — — — — —I x SCALE: 1" = 30' ONC ROORAIN - - _ - — - - R�DRAIN TYP` 50.00' STOOP. GAEL . 17 3 DESIGNED BY: KDP 30 15' 0 30 60 FILE NO. 5100 SHEET 9 OF '20 SCALE: 1" = 30' 16-26 ER GROUP, FORT COWER GROUP, LO INST #01700029041 ZONE Mt USE INDUSTRIAL :2 �__ / I ROOF DRAIN m LOT _ } a T.M. 54-AA81 \ / / TAHOE, LL.C. Il J I \ GASI/ ZONE M1�UUSE: PG INDUSTRIAL 1 \\ `- II I METER MATCH LINE / \ I O E%. ONE STORY CONCRETE FACTORY BUILDING ,T c PROPOSED BU DING \ OOF DRAIN COLLECTION O h M & H PLASTICS" IIS STEM ROUTED THROUGH " z @411 BROOKE ROAD \ Zi 968' Z- P 9$ F.F. ELEV.=89J 7.00... Lp gEgyGp7pt----" F.F.93,0 =.F.) ) I S I C S I � (93,005 S.F.) EX. DOOR � I � I BE COORDINATED WITH I b $ 988- 968- ."a ... 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DOOR I / ZJ # ul \ N E. z o / ROQF DRAIN T -i �L//� - - - - - Q a Z 60 ____ —_ -----saq-----._--=�.��/�%/� II / /_I `/ r4 _"+x 14 —_ --.-----69;` OEX. VAR. 'MOTH DRAINAGE p W ---F/- / I / J 1 1 _ —�---------�_- / /Jm BWATERUNE 60PG2EASEMENT `m�o�'� zW _ DRIVEWAY ��9 04 a : GRAVEL _ --_ _ _ OFt� 690/� F 689 J / ._ - - - -e9fr- j _ _ — �—r�— 680.44., -E-—E - -E- _-E---Eaa_E= E_ _ _E_ GE _ - li r� ,y,, / � INV. - �'E � f � �E�- MEETS ' _ _ - - _ _ _ X. 12- WA PAVEMENT BROOKE _------��--� -----—�'��� RQgQ- - h—--�—__ -- -- -- - /--�/ T.M. 54 -A -92B I NORTHWESTERN REGIONAL JAIL AUTHORITY I LOT 36N d1 INST. No. 050019145 T.M. 54 -A -36N U L/99 ZONE: M1 USE: REGIONAL JAIL FORT COWER GROUP, L.C. 0 DB 6B0 PG 185 ZONE Mt USE INDUSTRIAL 30 15 0 30 60 SCALE: 1" = 30' Date ic. No. 32809 - 741-2oll DATE: 01/17/2017 SCALE: 1" = 30' DESIGNED BY KDP FILE NO. 5100 SHEET 10 OF 20 16-26 q. �r�� D17 D17 ;s eE saw MEI 17 17 v. g �❑ I I ./ / / MATCH p p p D PAVEME ' V .. 0 ..-P--r.. 0 0 .. p LOT 31 A / I p p D D Q7i A T.M. 5/-A 36P D -: - - D - 7 w FIX2TDB 930ERPG4RIW� LC. D D p p. ` W ZONE M1 USE INDUSTRIAL Q _ v.. v V. W Z 85- 17 uj I I II Ii\ I IMPROVE CHANNEL TO GA LOT 32 A / s ASSURE DRAINAGE D I T.M. 54-1-D - - _ _ I \ , SHOCKEY REALTY COMPANY / DB 930 PG 1808 - --�� - - � IM' ZONE: Mi USE: INDUSTRIALzb =-`DRt _--.---- �Igigr ~ s9a ��� _ avt _ \ 1 c Ba4a- 84& l �2 -2v 1 S 61 i, N5 EX. SAN Y MH / 2INV / / \ �68-I91�. II\MER'' - RI- `�+ PAD / TOP = �► / _E N 93.8 // / �- / / I ,� I�_ / / �\���\ �/•. \ 66�2 EKINV. E / a� iEX. FIRE CONNECTION FA 20 POP50 694 W/L iY EX. TRANSFORMER F +91y87v3i9i Z Q•�. / \ 69g _ -- - -694- - i I ?� �'-' '-' I.i U CL-AlK o 971- \ // IP -RA b9i" - 7 x mI o�Q I �l Z U RIP -RAP a p 0 N. N. 98 \ - - - - \ 8g6'RgpEORA,N 250.00' - BOOF-DRAIN� �' I I I A I ` ❑ I EX. ELECTRICALPANEL 933- BDRAINE-_--__--_ SDR�NE I I I `� \ / ` �. 0.' 95 '\ 93t�a5 I I �J I \ E W METER I vg + I EX. OVERHEAD DOOR EX. DOOR ROOFDRAINmNl\WQ r I \ I \ n LOT 25-C I I uo I I I FORT COWER GROUP, LC / INST #0170DO29D4 w ZONE MI USE INDUSTRIAL I \ 98 Rev .1 No. Date sa LOT 25-A / I ROOF DRAIN 1 I I I I Ti OF DB 980 PG 1359TAHOE, LLC. I ZONE: M1 USE: INDUSTRIAL \\ \ �' I " I METER R D� EPLER s$ / LIC. No. 32809 i MATCH LINE _� ll�a � _� ® ® � � � � � � � � — � / \ 1 EX. ONE STORY CONCRETE FACTORY BUILDING SEEMSHEET 10 I ti M& H PLASTICS" I I IIONAL PROPOSED BUI DING \ ROOF DRAIN COLLECTION I I \ ° - - - - - - UI THROUGIQI i {411 BROOKE ROAD L STEM ROUTED THROUGH F.F. ELEV. - 697.00 96 9P1 b F.F. ELEV.=B 7.00 ,L TBE COORDINATED WITH o (93,005 S.F.) ( DATE: 01/17/2017 1983- 96z —�� ARCHITECT 30' 13 I EX. DOOR SCALE: 1" = 50.Oq METER— � n GAS g \ � I r � � DESIGNED BY KDP 30 15 0 30 60 FILE NO. 5100 SHEET 11 OF 20 SCALE: 1" = 30' 16-26 GENERAL CONDITIONS - COUNTY CODE COMPLIANT LANDSCAPE PLAN SCOPE OF WORK THE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT TO COMPLETE ALL LANDSCAPE WORK AS SHOWN ON THE PLANS AND SPECIFICATIONS. NOTE: IF CONTRACTOR BIDS ACCORDING TO THE PLANT LIST, HEISHE SHOULD THOROUGHLY CHECK THE PLANT LIST QUANTITIES WITH THE SYMBOLS DRAWN ON THE PLAN, TO BE SURE THERE ARE NO DISCREPANCIES. IF THERE IS A DISCREPANCY BETWEEN THE DRAWING AND THE LIST ON THE PLANS, THE DRAWING TAKES PRECEDENCE. STANDARDS ALL PLANT MATERIAL WILL CONFORM TO THE CURRENT ISSUE OF THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN NURSERY 8 LANDSCAPE ASSOCIATION (ANLA).PLANT MATERIAL MUST BE SELECTED FROM NURSERIES THAT HAVE BEEN INSPECTED AND CERTIFIED BY STATE PLANT INSPECTORS.COLLECTED MATERIAL MAY BE USED ONLY WHEN APPROVED BY OWNER'S REPRESENTATIVE.NOMENCLATURE WILL BE IN ACCORDANCE WITH HORTUS III BY L.H. BAILEY. SUBSTITUTIONS: PRE-BID IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO MAKE EVERY REASONABLE EFFORT TO FIND THE PLANTS SPECIFIED BY THE LANDSCAPE ARCHITECT, THE LANDSCAPE CONTRACTOR MAY OFFER SUBSTITUTIONS TO THE LANDSCAPE ARCHITECT FOR HIS/HER CONSIDERATION. THE LANDSCAPE CONTRACTOR WILL NOTIFY THE LANDSCAPE ARCHITECT IF THERE ARE KNOWN DISEASES OR INSECT RESISTANT SPECIES THAT CAN BE SUBSTITUTED FOR A SELECTED PEST -PRONE PLANT. THE CONTRACTOR SHALL SUBMIT A BASE BID AS PER PLAN PLUS PRICE CLARIFICATIONS FOR ALL RECOMMENDED SUBSTITUTIONS. SUBSTITUTIONS: POST -BID IT IS THE INTENT TO ELIMINATE POST -BID SUBSTITUTIONS. HOWEVER, IN THE EVENT THAT THE CONTRACT MATERIAL HAS BECOME UNAVAILABLE, AN APPROPRIATE SUBSTITUTION MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE. UTILITIES AND UNDERGROUND FEATURES THE LANDSCAPE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AND/OR THE GENERAL CONTRACTOR IN ADVANCE OF CONSTRUCTION TO LOCATE UTILITIES, IF THERE IS A CONFLICT WITH UTILITIES AND THE PLANTING, THE LANDSCAPE ARCHITECT SHALL BE RESPONSIBLE FOR RELOCATING PLANTS PRIOR TO THE PLANTING PROCESS. ANY COST DUE TO RELOCATING AFTER PLANTING SHALL BE BORNE BY THE OWNER, IF PLANTS ARE TO BE INSTALLED IN AREAS THAT SHOW OBVIOUS POOR DRAINAGE, AND THE PLANTS ARE INAPPROPRIATE FOR THAT CONDITION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNER. IF THEY DEEM NECESSARY, THE PLANTS SHALL BE RELOCATED, THE CONTRACT SHALL BE ADJUSTED TO ALLOW FOR DRAINAGE CORRECTION AT A NEGOTIATED COST, OR THE PLANT SELECTION MODIFIED BY THE LANDSCAPE ARCHITECT TO ACCOMMODATE THE POOR DRAINAGE. WARRANTY THE STANDARD WARRANTY IS FOR ONE (1) YEAR PERIOD, EXCLUDING BULBS, SOD AND ANNUALS, COMMENCING ON THE DATE OF INITIAL ACCEPTANCE. ALL PLANTS SHALL BE ALIVE AND IN SATISFACTORY GROWTH AT THE END OF THE GUARANTEE PERIOD. ANY MATERIAL THAT IS 25% DEAD OR MORE SHALL BE CONSIDERED DEAD AND MUST BE REPLACED AT NO CHARGE. A TREE SHALL BE CONSIDERED DEAD WHEN THE MAIN LEADER HAS DIED BACK, OR 25% OF THE CROWN IS DEAD. REPLACEMENTS SHALL BE MADE DURING THE NEXT PLANTING PERIOD. REPLACEMENTS SHALL BE OF THE SAME TYPE, SIZE AND QUALITY AS ORIGINAL SPECIES UNLESS OTHERWISE NEGOTIATED. C. CONTAINER - GROWN STOCK 1. THE SIZE OF CONTAINER -GROWN SHRUBS IS MEASURED BY HEIGHT AND WIDTH OF THE PLANT. CONTAINER -GROWN TREES ARE MEASURED BY THE SAME STANDARDS LISTED IN B.J. ABOVE. THE ROOT SYSTEM OF CONTAINER -GROWN PLANTS SHALL BE WELL DEVELOPED AND WELL DISTRIBUTED THROUGH OUT THE CONTAINER. 2. ALL CONTAINER -GROWN TREES AND SHRUBS THAT HAVE CIRCLING (GIRDLING) AND MATTED ROOTS SHALL BE TREATED IN THE FOLLOWING MANNER PRIOR TO PLANTING: SEPARATE THE ROOTS BY HAND, UNTANGLING SO CIRCLING ROOTS WILL NOT DAMAGE FUTURE OF THE PLANT. SEE PLANTING PROCEDURES FOR ALL CONTAINER -GROWN TREES 8 SHRUBS IN THIS SECTION. 3. ALL CONTAINER -GROWN PLANTS SHOULD BE GROUPED AND WATERED DAILY UNTIL THEY ARE PLANTED IN THE LANDSCAPE, THE SOIL SHALL BE KEPT MOIST WITH THE EQUIVALENT OF ONE4NCH OF RAINFALL PER WEEK. D. PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING OPERATION. PRUNING DETAIL FOR TREES IN THIS SECTION. E. ALL PLANT MATERIAL IN TRANSIT SHALL BE COVERED TO KEEP MATERIAL FROM DRYING OUT. THE COVERING SHALL COMPLY WITH THE STATE AND LOCAL LAWS PERTAINING TO THE TRANSPORT OF MATERIALS. F. TREES SHALL BE PLACED IN AN UPRIGHT POSITION WITH THE FOOTBALL COVERED BY MULCH AND KEPT MOIST. TREES AND SHRUBS SHOULD NOT BE LEFT ON SITE UNPLANTED FOR MORE THAN 24 -HOURS WITHOUT ADEQUATE WATER TO INSURE ROOT SURVIVAL. INSPECTION A. PLANTS MAY BE SUBJECT TO INSPECTION AND APPROVAL BY THE OWNER OR OWNER'S REPRESENTATIVE AT THE PLACE OF GROWTH OR HOLDING YARD FOR CONFORMITY TO SPECIFICATION REQUIREMENTS AS TO QUALITY, SIZE AND VARIETY. B. PLANTS DAMAGED IN HANDLING OR TRANSPORTATION CAN BE REJECTED BY THE OWNER OR OWNER'S REPRESENTATIVE. C. STATE NURSERY INSPECTION CERTIFICATES SHALL BE FURNISHED TO THE LANDSCAPE ARCHITECT UPON REQUEST. STANDARDS A. PLANTS WILL BE IN ACCORDANCE WITH THE CURRENT ANLA'S STANDARDS AND CONFORM IN GENERAL TO REPRESENTATIVE SPECIES. B. BALLED AND BURLAPPED (BBB) 1. BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM ROOT BALLS FREE OF NOXIOUS WEEDS. THERE SHOULD BE NO EXCESS SOIL ON TOP OF THE ROOTBALL OR AROUND THE TRUNK 2. BALL SIZES SHALL BE IN ACCORDANCE WITH ANLA STANDARDS. 3. CALIPER AND HEIGHT MEASUREMENT: IN SIZE GRADING BBB SINGLE TRUNK TREES, CALIPER SHALL TAKE PRECEDENCE OVER HEIGHT. CALIPER OF THE TRUNK SHALL BE TAKEN 6" ABOVE GROUND LEVEL (UP TO AND INCLUDING 4" CALIPER SIZE) AND 12" ABOVE THE GROUND LEVEL FOR LARGER TREES. FOR MULTIPLE -TRUNK TREES, HEIGHT MEASUREMENT SHALL TAKE PRECEDENCE OVER CALIPER. NOTES: 1) ALL PLANTING SHALL CONFORM WITH 165-203.01 -B OF THE FREDERICK COUNTY ZONING ORDINANCE (PLANT SELECTION, PLANTING PROCEDURE, AND MAINTENANCE). 2) ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. 3) NO TREES OR SHRUBS SHALL BE PLACED ON FCSA EASEMENTS OPEN SPACE CALCULATIONS 25% MINIMUM OPEN SPACE REQUIRED 11.34 ACRES (SITE AREA) x 26%- 2.34 ACRES REQUIRED 3.74 ACRES PROVIDED 111.34 ACRES (SITE AREA) a 33.0% OPEN SPACE PROVIDED PARKING LOT PLANT SCHEDULE ABB BOTANIC NAME COMMON NAME QUANTITY SIZE �11' II PROPOSED TREE PLANTINGS CONTAINER -GROWN OR AS pr Acer mbmm'Retl Sunset Red Sunset maple 13 Z' cal, BBB Qr Quemus rubra Red Oak 12 2" cal, BBB No Nyses sylva8ea Black Gun 12 Y' eat, BSB 38 Total Tmec PARKING LOT LANDSCAPE CALCULATIONS 1. INTERIOR LANDSCAPING: 1 TREE PER 10 SPACES, 16 SPACES 140 = 1.6 TREES REQUIRED 2 TREES PROVIDED 2. PERIMETER LANDSCAPING: 70,442 SF OF IMPERVIOUS AREA 1 TREE PER 2,000 SF OF IMPERVIOUS PAVEMENT 70,442 SF/ 2000 - 36.2 REQUIRED TREES 36 TREES PROVIDED TOTAL PARKING LOT LANDSCAPE TREES REQUIRED= 38, TOTAL TREES PROVIDED = 38 PRUNE DOMINANT IEADDIS PRUNE RUBBING OR GROSSING BRANCHES DO NOT STAKE OR WRAP TRUNK UNLESS NECESSARY REMOVE TAGS AND LABELS WT AWAY ALL BAWNG ROPES TOP OF BALL IS TO BE 2' EKISTING GRADE REMOVE TOP OF NRE BASKET WIDEN AND ..yn� L!!''CK.REMOVE HOLE WALLSE El U� CONTAINER AND �11' II CUT CIRCLING ROOTS IF CONTAINER -GROWN OR AS LEAVE SOLID SOIL PEDESTAL - DO NOT MUCH BURLAP AS POSSIBLE DIG DEEPER THAN BALL DEPTH L 2X-3% BALL CIA. TREE PLANTING DETAIL TIm a• ul wne xm ro m:WE W NOT PRUNE TERMINAL LEADER OR BRANCH TPS PRUNE NARROW CROTCH ANGLES AND WATER SPROUTS — PRUNE BROKEN BRANCHES —PRUNE SUCKERS 2'-3' MULCH KEPT —AWAY MOM TRUNK SOL WELL TO CONTAIN WATER UNAMENDED SACKFUL SCIL WATER TO SETTLE SOIL - AREA FOR WATER DRAINAGE N SEVERE EKTENDED TO RALLEL LDINGS TREE PLANTING — VERTICAL STAKES TRom u• cru. s:Ne xor m arra 6 m I d 50 25 0 50 100 SCALE: 1" = 50' NC m EE C A v N u K�nmm dm 2O e $e"� d 3 om LOA Y p LL Q � Wz Wz W Lic. No. 32809 I-�T-Zola DATE: 01/17/2017 SCALE: AS SHOW DESIGNED BY: KDP FILE NO. 5100 SHEET 12 OF 20 16-26 El U� N )ZAa E -z P z a J a U) z U z _J U 0 7) Lic. No. 32809 I-�T-Zola DATE: 01/17/2017 SCALE: AS SHOW DESIGNED BY: KDP FILE NO. 5100 SHEET 12 OF 20 16-26 Wivert Design Section Material: Arch CMP Diameter: 28x20 in Number of Barrels: 3 I 1 1 Inverts 1 1 \\ Inlet Invert Elevation: 685.500 ft I 1 1 /14 Outlet Invert Elevation: 695.100 k Length: 45.000 It I - Slope: 0.90 % :ulvert Calculation 10 -yr Discharge: 19.2900 cls Headwater Elevation: 686.752 k Tallwaler Elevation 0.000 It Downstream Velocity: 4.70 fila II I 1 I \ nes i Downstream Flow Depth: 0.898 It Flow Control Type: Inlet Control_ !! I\ I/ i.n•. \ / � _� Oa•s� z- 0 I awl / I � f I " NOTE: IN ORDER TO PROMOTE SHEET FLOW DISCHARGE FROM PAVED SURFACES NO CURB AND GUTTER IS BEING PROPOSED FOR SOME AREAS OF THIS SITE AS A LOW IMPACT DESIGN (LID) PRACTICE. I BASIN h +nal +911 i OFF TO FITy i y_-__+____� �eaFa I -- -'°'----------------- F1IB'11N9fl!fL_-�'" �� i ---- ______-giAMld --'- REMO�/E { ei Channel Design Channel Calculation Pre -Developed Land Cover Material: ei ® Trapazoltlal 684.6 Dim: Lek Side Slope 3.00:7_ Ile 2 f \ trial Invert Elevation: D,o= ' Right Side Slope 2.501 Left Side Slope 3.00: 9J.r ,y Right Side Slope 4,50:1 Ditch Comps Wed Feb 1506:55:222017 Length: \ Slope: Ditch Comps Wed Feb 1506:55:222017 Channel Type: Triangular, Unequal Side Slopes R ej Dimensions: Lek Side 53.00:1pe 0:1 Headwater Elevation: Channel Type: Triangular, Unequal Sides Slopes Right Slope 3.00:1 9 Dimensions: Lek Side Slope 6.00:1 etde Welted Perimeter: 8.14 Downstream Flow Depth: 0.868 It Right Side Slope 3.00:1 Area Wetted Crass Section: 3.49 883.8 Wetted Perimeter: 9.93 ne Slope: J.7 Dio=t.OT 9� Area of Wetted Cross Section: 5.20 Channel ManniChannel harm g'e n of Channel: 0.0245 8 Slope: Dische Discharge 2 -YR: M1M1 harm Manning'e n of Channel: 0.0245 of F DepthofFlow: 88 fe t feet 881.8 Dische Discharge cfs Velocity 3.38 s 88 of Flow: 1 of Flow: 1. 7fee Linin i Eart Channel Linln6: Earth,Undorm,Graee DITCH SECTION "A"A" Velocity Velocity .49fps 4.49 fps Freeboard: 0.50 feat �bR Channel Lining: Lining Velocity: 3.32 fps • Impervious Cover feel Feebwrd: 0.90 Peel -- -'°'----------------- F1IB'11N9fl!fL_-�'" �� i ---- ______-giAMld --'- REMO�/E { ei L+ Channel Design Channel Calculation Pre -Developed Land Cover Material: ei ® Trapazoltlal 684.6 Dim: Lek Side Slope 3.00:7_ 6844 Trapezoidal Dimensions: 2 f \ trial Invert Elevation: D,o= ' Right Side Slope 2.501 Left Side Slope 3.00: 9J.r ,y Right Side Slope 4,50:1 879.450 k Length: \ Slope: Base Dimension: 10.00 fi84.0 10' Wetted Perimeter: 13.18 Base Dimension: 400 ' 887.71 4Wetted Perimeter. 13.95 R ej 23.3300 ds Headwater Elevation: Area of Wetted Cross Sas: 6.25Area DITCH SECTION "B of Wetted Cross See: 11.26 "C 9 Downstream Velocity: •� Downstream Flow Depth: 0.868 It -B" Channel Slope: 0.7000 ITCH SECTION -C" Channel Slope: 0.7000 3 Drainage Area "A" ;a Manning's n of Channel: 0.0245 Mannings n of Channel: 0.0325 8 V M1M1 10 -yr Discharge: 19.29 cls 10 -YR Discharge: 37.35 ds • Bioretention Area Total h , w Z 88 Depth of Flow: 0.54 feet Depth of Flow: 1.28 feet Areas To Hy -Pass xg �bR Velocity: 3.09 fps Velocity: 3.32 fps • Impervious Cover I LU Total DA "A" Channel Lining: Grass Channel Lining: Natural Channel a r�-� I Drainage Area "B" - (To Bioretention Basin #2) Freeboard: 0.50 feet Freeboard: 0.50 feet 0.47 Acres I 2.34 Acres Z � U • Bioretention Area 0.09 Acres Total DA "B" 2.90 Acres Drainage Area "C" - (To Existing Roadside Ditchl) = • Managed Turf Area 1.49 Acres /-� • Impervious Cover 2.05 Acres are controlled by and existing regional stormwater management Total DA "C" 3.54 Acres j .U--1 Drainage Area "D" - (Existing Improved Area to Extended * Detention Basin) facility for the Fort Collier Industrial Park. • Managed Turf Area 0.18 Acres m pj • Impervious Cover 1.10 Acres Total DA "D" 1.28 Acres L+ Culvert Comps Wed Feb 1507:27:432017 Section Pre -Developed Land Cover Material: RCP Diameter: V, Number of Barrels: 2 Invert. n trial Invert Elevation: 680.440 k Outlet Invert Elevation: 879.450 k Length: 97.000 ft Slope: sM Culvert Calculation 6 LL ej 23.3300 ds Headwater Elevation: 682.038 k �Y 0.000 IN Downstream Velocity: •� Downstream Flow Depth: 0.868 It Flow Control Type: Inlet Control, Unsubmerged V r 4p Drainage Area "A" site is generally divided by an east/ west ridge line with half Areas To Bioretention Basin #1 Z • Managed Turf Area V •Impervious Cover 1.98 Acres a • Bioretention Area Total 0.10 Acres , w Z N �, ,'Z, 2.81 Acres FTi Areas To Hy -Pass W Zi • Managed Turf Areas 0.17 Acres • Impervious Cover 0.01 Acres LU Total DA "A" 2.99 Acres Z IX Z a roadside ditch (A portion of the area south of the existing r�-� li Drainage Area "B" - (To Bioretention Basin #2) !� \/ • Managed Turf Area 0.47 Acres • Impervious Cover 2.34 Acres Z � U • Bioretention Area 0.09 Acres Total DA "B" 2.90 Acres Drainage Area "C" - (To Existing Roadside Ditchl) = • Managed Turf Area 1.49 Acres /-� • Impervious Cover 2.05 Acres are controlled by and existing regional stormwater management Total DA "C" 3.54 Acres j .U--1 Drainage Area "D" - (Existing Improved Area to Extended * Detention Basin) facility for the Fort Collier Industrial Park. • Managed Turf Area 0.18 Acres m pj • Impervious Cover 1.10 Acres Total DA "D" 1.28 Acres Off Site By -Pass 101 Acres Total Area 11.52 Acres The existing soils for this site are 14B and 17C, pj �Z. j�ij W Frederick-Poplimento loam (Hydrologic Soils Group B). The O L1'. underlying geology is mapped as Beekmantown Group, a karst E- Culvert Comps Wed Feb 1507:27:432017 Section Pre -Developed Land Cover Material: RCP Diameter: 30.00 in Number of Barrels: 2 Invert. 11.52 Acres trial Invert Elevation: 680.440 k Outlet Invert Elevation: 879.450 k Length: 97.000 ft Slope: 1.02 % Culvert Calculation 6 LL 10 -YR Discharge: 23.3300 ds Headwater Elevation: 682.038 k Tailwater Elevation: 0.000 IN Downstream Velocity: 7.70 We Downstream Flow Depth: 0.868 It Flow Control Type: Inlet Control, Unsubmerged �_ \11_-____«-__ u REDEVELOPMENT PROJECT LAND COVER CALCULATIONS m m m E �'�" ry Pre -Developed Land Cover • Managed Turf Area 8.01 Acres (0.18 Off -Site) • Impervious Cover 2.91 Acres = . 3-.g a5 Total Site Area 11.52 Acres a `m Stormwater Management and Water Quality 3mo�m Post -Developed Land Cover C Z Qa ` r n n • Managed Turf Area 4.05 Acres (0.18 Off -Site) 6 LL • Impervious Cover 7.47 Acres 3 Total Site Area 11.52 Acres Land Cover By Drainage Area /�1­aaa//aa� 1 Drainage Area "A" site is generally divided by an east/ west ridge line with half Areas To Bioretention Basin #1 Z • Managed Turf Area 0.73 Acres •Impervious Cover 1.98 Acres a • Bioretention Area Total 0.10 Acres , w Z N �, ,'Z, 2.81 Acres FTi Areas To Hy -Pass W Zi • Managed Turf Areas 0.17 Acres • Impervious Cover 0.01 Acres LU Total DA "A" 2.99 Acres Z IX Z a roadside ditch (A portion of the area south of the existing r�-� li Drainage Area "B" - (To Bioretention Basin #2) !� \/ • Managed Turf Area 0.47 Acres • Impervious Cover 2.34 Acres Z � U • Bioretention Area 0.09 Acres Total DA "B" 2.90 Acres Drainage Area "C" - (To Existing Roadside Ditchl) = • Managed Turf Area 1.49 Acres /-� • Impervious Cover 2.05 Acres are controlled by and existing regional stormwater management Total DA "C" 3.54 Acres j .U--1 Drainage Area "D" - (Existing Improved Area to Extended * Detention Basin) facility for the Fort Collier Industrial Park. • Managed Turf Area 0.18 Acres m pj • Impervious Cover 1.10 Acres Total DA "D" 1.28 Acres Off Site By -Pass 101 Acres Total Area 11.52 Acres located downstream on the adjacent parcel, shall be removed also to prevent flooding onto the adjacent property to the north. Drainage Area "A" will drain to a proposed Bio -retention BMP#1 .v \\ - 4P'.a� *'�� • which discharges to the existing stormwater conveyance channel along the northwest boundary. Drainage Area "B" will drain to a Rev. No.1 Date i grassed channel discharging into bio -retention BMP #2 which 1 2/20/17 also discharges to the existing northwest stormwater conveyance -- _ w 3_ I_ channel. Drainage Area C will drain to the existing TH OFD _ _� g # ng road side �%--=��"_-__ ditch along Brooke Road. No improvements are being proposed for the existing roadside ditch or downstream culverts. ) Rg Td'FBI-IE �� Calculation show that they are adequate for the post -developed --___ 4 / drainage. Drainage Area "D" will remain unchanged and will V RAN L LER ^^ drain to an existing grass channel to and existing extended Lic. No. 32809 detention basin Ot- %l-Zo17 _t 50 25 0 50 100^6NaM'� SCALE: 1" = 50' DATE: 01/17/2017 SCALE: i" = 50' ** NOTE: IN ORDER TO PROMOTE SHEET FLOW DISCHARGE FROM DESIGNED BY: KDP PAVED SURFACES NO CURB AND GUTTER IS BEING FILE NO. moo PROPOSED FOR THIS SITE AS A LOW IMPACT DESIGN (LID) PRACTICE. SHEET 13 OF 20 16-26 L) \ Stormwater Management and Water Quality F_V Z C Z Qa fi B This existing 11.34 acre M1 "Light IndustriaY' Site is O currently improved by a manufacturing distribution facility. The /�1­aaa//aa� 1 site is generally divided by an east/ west ridge line with half Q W the Bite draining to the north to an existing stormwater Z N �, ,'Z, conveyance channel and the other half draining to the south to C,^•� �k V)j D / a roadside ditch (A portion of the area south of the existing r�-� li f7 Lj O building drains to the south to a grassed ditch which discharges, Z � U to and existing extended detention basin). Both drainage areas W = J x /-� are controlled by and existing regional stormwater management E j .U--1 Y * IS facility for the Fort Collier Industrial Park. m pj 1 The existing soils for this site are 14B and 17C, pj �Z. j�ij W Frederick-Poplimento loam (Hydrologic Soils Group B). The O L1'. underlying geology is mapped as Beekmantown Group, a karst E- OH W geology, being primarily dolomite, limestone and chert. The U) existing site has about 2.91 acres of impervious cover and approximately 8.43 acres of open space or managed turf areas. The current percent imperviousness for the site is calculated at ' 20%.The proposed 102,500 sf warehouse addition along with the I I area expansion will add e parking/load p pproximaEely 9.93 acres of q additional impervious areas increasing the total percent r imperviousness to 59%. Post -developed drainage will not generally change from the O�Dpv existing pre -developed drainage patterns. In order to provide _\I I adequate channel for the predeveloped drainage, the existing ON // stormewater conveyance channel along the northern border shall be Improved, as shown, p from the proposed road crossing downstream. In addition this improvement, an earthen berm, located downstream on the adjacent parcel, shall be removed also to prevent flooding onto the adjacent property to the north. Drainage Area "A" will drain to a proposed Bio -retention BMP#1 .v \\ - 4P'.a� *'�� • which discharges to the existing stormwater conveyance channel along the northwest boundary. Drainage Area "B" will drain to a Rev. No.1 Date i grassed channel discharging into bio -retention BMP #2 which 1 2/20/17 also discharges to the existing northwest stormwater conveyance -- _ w 3_ I_ channel. Drainage Area C will drain to the existing TH OFD _ _� g # ng road side �%--=��"_-__ ditch along Brooke Road. No improvements are being proposed for the existing roadside ditch or downstream culverts. ) Rg Td'FBI-IE �� Calculation show that they are adequate for the post -developed --___ 4 / drainage. Drainage Area "D" will remain unchanged and will V RAN L LER ^^ drain to an existing grass channel to and existing extended Lic. No. 32809 detention basin Ot- %l-Zo17 _t 50 25 0 50 100^6NaM'� SCALE: 1" = 50' DATE: 01/17/2017 SCALE: i" = 50' ** NOTE: IN ORDER TO PROMOTE SHEET FLOW DISCHARGE FROM DESIGNED BY: KDP PAVED SURFACES NO CURB AND GUTTER IS BEING FILE NO. moo PROPOSED FOR THIS SITE AS A LOW IMPACT DESIGN (LID) PRACTICE. SHEET 13 OF 20 16-26 93 �- 94 2- 2' ST E 102'- 6" SANITARY LATERAL @ 1 % -SANITARY CO INV =687.99 1 1 • I I DOMED GRATE 2.81 Acres WOR, level • Surface Storage TOP= 6910 WATER 2.5 ft @ 25%= 0.626 R 637.0 O 3:1 Slope QUALITY 1-!1 Treatment Volume (Tv) from VRRM 8004 cult ELEVATION 2" -Sand Tv - 8004 cuft 12" PERFORATED 692.00 Hardwood Mulch SA = 8004/2.025 - 3953 sqft PVC STAND PIPE 691.00 1.0' WATERTIGHT CAP G'E TEIC ILE 4' CLEAN OUT WITH CAP SCHD40PVC OF PIPE FABRIC O Y- Washetl #57 Stone SIDES ENGINEERED SOIL LAYER 30" e" Perforated PVC - Sides Only 4"CHOKE 11=�.T71= M.I IIL—IIL. F LAYER 668.60 6"OVERFLOW INFLOW— 12" PVC • • " PIPE INV = 667.5 Soil Media INV = 687.0 12x12 TEE & 4' Fifter Fabric directly above IT' PERORATED PVC END CAP WA" 12" MIN. UNDERDRAIN OFFICE FOR GRAVEL CONTROLLED LAYER Underdrain DRAWDOWN BIO -RETENTION TYPICAL DETAIL are BIORETENTION #1 BASIN SIZING CALCULATION - Level 1 Contributing Drainage Area (CA) 2.81 Acres WOR, level • Surface Storage 1.0ft@3100%= 1.0ft • Soil Media Depth 2.5 ft @ 25%= 0.626 R • Gravel Storage O 3:1 Slope Calculated Storage Depth 1-!1 Treatment Volume (Tv) from VRRM 8004 cult 2" to 3" Aged, Shredded 2" -Sand Tv - 8004 cuft LAYERRAIN SA = Tv/Storage Depth Hardwood Mulch SA = 8004/2.025 - 3953 sqft LAYER SA (Provided) = 4185 sqft �-� - WATERTIGHT CAP It- PERFORATED ON TERMINAL END SCHD40PVC OF PIPE G.ohn. Fabric Y- Washetl #57 Stone Underdrain or Equivalentor, No.8 Coarse Aggregate e" Perforated PVC - Sides Only — 11=�.T71= M.I IIL—IIL. F 30'- Engineered 12' - Double Washed Soil Media (Free of Fines) VDOT #57 4' Fifter Fabric directly above Stone Underdrain 6" Perforated PVC Underdrain BIO -RETENTION TYPICAL DETAIL are BIORETENTION #1 BASIN SIZING CALCULATION - Level 1 Contributing Drainage Area (CA) 2.81 Acres Bioretention Section & Storage Depth • Surface Storage 1.0ft@3100%= 1.0ft • Soil Media Depth 2.5 ft @ 25%= 0.626 R • Gravel Storage 1.0 ft @ 40%= 0.40 ft Calculated Storage Depth 2.025 ft Treatment Volume (Tv) from VRRM 8004 cult Surface Area Sizing (SA) ,V CHOKELEAN Tv - 8004 cuft LAYERRAIN SA = Tv/Storage Depth 8" MIN. GRAVEL SA = 8004/2.025 - 3953 sqft LAYER SA (Provided) = 4185 sqft NOTE WATER QUALITY FOR THIS SITE WILL BE PROVIDED BY A TWO LEVEL 1 BIO -RETENTION BASINS WITH UNDERDRAIN. THE USE OF UNDERDRAIN WILL PROVIDE A PRIMARY MEANS OF DISCHARGING FILTERED STORMWATER AND INFILTRATION WILL BE USED TO ASSURE GROUND WATER RECHARGE. THE SITE IS LOCATED WITHIN A MAPPED KARST GEOLOGY, HOWEVER, THERE ARE NO VISIBLE SIGNS OF KARST FEATURES WITHIN THE VICINITY OF THIS SITE. SHOULD SINK HOLE FORMATIONS OCCUR ANY REMEDIATION REQUIRED WILL BE THE RESPONSIBILITY OF THE OWNER. ----------- ------------------- - i / 7 ------ ----- 12 -- mo 12 1696 GN-% v- I ------ qV 94 F-1F-7L��Tj. of ---------sss ---. L_J LJ r-------------------------�-1 I II I l 1 I 700 695 690 685 C 9+60 BMP #2 PLAN VIEW WATER OVERFLOW QUALITY WEIR ELEVATION 4!'CLEAN OU 4" PVC SCREW WITH CAP �U CAP ON GRADE GEOTEXTILE 4 PVC ENGINEERED SOIL LAYERLEQUIVALENT NONPERFORATED SIDES STANDPIPE 2.025 it SE 45" WYE AND FRYING OR 2' -Washed 2" DIRECTIONAL ,V CHOKELEAN OUT TO CONNECT UNDER LAYERRAIN TO STANDPIPE 8" MIN. GRAVEL 111111 LAYER SA (Provided) =3767 agft WATERTIGHT CAP It- PERFORATED ON TERMINAL END SCHD40PVC OF PIPE UNDERDRAIN 4" PVC CLEANOUT DETAIL NOTE WATER QUALITY FOR THIS SITE WILL BE PROVIDED BY A TWO LEVEL 1 BIO -RETENTION BASINS WITH UNDERDRAIN. THE USE OF UNDERDRAIN WILL PROVIDE A PRIMARY MEANS OF DISCHARGING FILTERED STORMWATER AND INFILTRATION WILL BE USED TO ASSURE GROUND WATER RECHARGE. THE SITE IS LOCATED WITHIN A MAPPED KARST GEOLOGY, HOWEVER, THERE ARE NO VISIBLE SIGNS OF KARST FEATURES WITHIN THE VICINITY OF THIS SITE. SHOULD SINK HOLE FORMATIONS OCCUR ANY REMEDIATION REQUIRED WILL BE THE RESPONSIBILITY OF THE OWNER. ----------- ------------------- - i / 7 ------ ----- 12 -- mo 12 1696 GN-% v- I ------ qV 94 F-1F-7L��Tj. of ---------sss ---. L_J LJ r-------------------------�-1 I II I l 1 I 700 695 690 685 C 9+60 BMP #2 PLAN VIEW WATER OVERFLOW QUALITY WEIR ELEVATION 4!'CLEAN OU ENGINEERED SOIL LAYER WITH CAP �U • - GEOTEXTILE 4•• CHOKER FABRIC O LAYER SIDES 665 12"MIN. � GRAVEL 6" PERORATED V OVERFLOW LAYER PVC PIPE UNDERDRAIN WQv level BIO -RETENTION TYPICAL DETAIL rrre 10400 10+50 11+00 11+50 12+00 12+50 13400 13+50 GRASS CHANNEL & BMP SECTION 50 25 0 50 SCALE: 1" = 50' BIO -RETENTION #62 - --- 880 I i'IIi 1 F 1 6_9_0 ------ = - `1 �� I I < 692- 1 EX. 20 10 0 20 40 SCALE: 1" = 20' BIORETENTION #2 BASIN SIZING CALCULATION - Level 1 Contributing Drainage Area (CA) 2.14 Acres '` �-- 31 Slope I • - 1.0 it @ 100%= 1.0 ft 171 2" to 3' Aged Shredded 2.5 ft@25%=0,625it • Gravel Storage Hardwood Mulch Calculated Storage Depth 2.025 it Geotex 351 Fabric 2' -Washed 2" Surface Area Sizing (SA) I�' I or Equivalent on S Coarse - ... Sides Only Aggregate 111111 SA (Provided) =3767 agft 30" -Engineered 72" -Double Washed Soil Media (Free of Fares) VDOT 4' Filter Fabric directly above #57 Stone Underdrain e" Perforated PVC Underdrain BIO -RETENTION TYPICAL DETAIL rrre 10400 10+50 11+00 11+50 12+00 12+50 13400 13+50 GRASS CHANNEL & BMP SECTION 50 25 0 50 SCALE: 1" = 50' BIO -RETENTION #62 - --- 880 I i'IIi 1 F 1 6_9_0 ------ = - `1 �� I I < 692- 1 EX. 20 10 0 20 40 SCALE: 1" = 20' BIORETENTION #2 BASIN SIZING CALCULATION - Level 1 Contributing Drainage Area (CA) 2.14 Acres Bioretentlon Section & Storage Depth • Surface Storage 1.0 it @ 100%= 1.0 ft • Soil Media Depth 2.5 ft@25%=0,625it • Gravel Storage 1.0 it @ 40%= 0.40 tt Calculated Storage Depth 2.025 it Treatment Volume (Tv) from VRRM 7624 cult Surface Area Sizing (SA) TV = 7624 cult SA = Tv/Storage Depth SA = 762412.025 = 3765 sgft SA (Provided) =3767 agft :j 685 I 14+00 100 a� Vz �z C4 W fWz �Cd W1� z V W Rev. Date ic. No. 32809 -nAY-Zol-1 DATE: 01/17/2017 SCALE: AS SHOWN DESIGNED BY: KDP FILE NO. 5100 SHEET 14 OF -20 16-26 E U� E- Q J w� U 6� W z� 0 E- V) In ic. No. 32809 -nAY-Zol-1 DATE: 01/17/2017 SCALE: AS SHOWN DESIGNED BY: KDP FILE NO. 5100 SHEET 14 OF -20 16-26 MINIMUM REQUIREMENTS LANDSCAPE PLANT SCHEDULE KEY BOTANICAL NAME COMMON NAME SIZE (HEIGHT) QUANTITY REMARKS LB Lindera benzoin Spicebush 36" HT 9 SHRUB IG Ilex glabra Inkberry 36" HT 9 SHRUB CS Coruna stolonifem Red-Olser Dogwood 36" HT 12 SHRUB At Asclepias inearrata Swamp Milkweed Root Stock 65 PERENNIAL Ep Eupatorium purpureum J. Pye Wed 3" Pot 56 PERENNIAL Lc Lobelia cardinalis Cardinal Floser 3" Pot 58 PERENNIAL Md Mornarda didyma Bee Beim T' Pot 76 PERENNIAL Pv Panicum virgatum Switchgrsss 3" Pot 71 PERENNIAL IV Ids versicoior Blue Flag Iris Root Stock gg PERENNIAL Cp Caltha palustris Marsh MarigoMRoot Stock gi PERENNIAL BIORETENTION SPECIFICATIONS AND NOTES FILTER MEDIA ALL SOIL FILTER MEDIA SHALL BE PROCURED FROM AN APPROVED MEDIA VENDER. FILTER MEDIA COMPOSITION SHALL BE A LOAMY SAND OR A SANDY LOAM MIX: • 85%48% OPEN GRADED COARSE SAND • B%-12%SOIL FINES • 3%4% ORGANIC MATTER IN THE FORM OF LEAF COMPOST FILTER MEDIA SHALL BE TESTED AND SHALL MEET THE FOLLOWING: • P4NDEX(SOIL PHOSPHORUS CONTENT)- 1091cu cm TO 30glcu cm • DEC (CATION EXCHANGE CAPACITY) SHALL BE GREATER THAN 10meg1100g OF SOIL • INFILTRATION RATE SHALL BE A MINIMUM 1 TO 21NCHES PER HOUR CONSTRUCTION NOTES 1. ALL BIORETENTION AREAS SHALL BE FULLY PROTECTED DURING SITE DEVELOPMENT BY SILT FENCE OR CONSTRUCTION FENCING, PARTICULARLY IF THEY WILL RELY ON INFILTRATION (I.E., HAVE NO UNDERDRAINS). 2. BIORETENTION AREAS SHOULD, IF POSSIBLE, REMAIN OUTSIDE THE LIMIT OF DISTURBANCE DURING CONSTRUCTION TO PREVENT SOIL COMPACTION BY HEAVY EQUIPMENT. 3. BIORETENTION BASIN LOCATIONS MAY BE USED AS SMALL SEDIMENT TRAPS OR BASINS DURING CONSTRUCTION. A. MAXIMUM EXCAVATION DEPTH AT THE CONSTRUCTION STAGE MUST BEAT LEAST 1 FOOT ABOVE THE POST -CONSTRUCTION INSTALLATION. B. THE FACILITY MUST CONTAIN AN UNDERDRAIN. 4. CONSTRUCTION OF THE BIORETENTION AREA MAY ONLY BEGIN AFTER THE ENTIRE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED WITH VEGETATION. S. THE DESIGNER AND THE INSTALLER SHOULD HAVE A PRECONSTRUCTION MEETING, CHECKING THE BOUNDARIES OF THE CONTRIBUTING DRAINAGE AREA AND THE ACTUAL INLET ELEVATIONS TO ENSURE THEY CONFORM TO ORIGINAL DESIGN. 6. TEMPORARY E&S CONTROLS ARE NEEDED DURING CONSTRUCTION OF THE BIORETENTION AREA TO DIVERT STORMWATER AWAY FROM THE SIORETENTION AREA UNTIL R IS COMPLETED. 7- ANY PRE-TREATMENT CELLS SHOULD BE EXCAVATED FIRST AND THEN SEALED TO TRAP SEDIMENTS. S. EXCAVATORS OR BACKHOES SHOULD WORK FROM THE SIDES TO EXCAVATE THE BIORETENTK)N AREA TO ITS APPROPRIATE DESIGN DEPTH AND DIMENSIONS TO PREVENT SOIL COMPACTION WITHIN THE TREATMENT AREA. S. IT MAY BE NECESSARY TO RIP THE BOTTOM SOILS TO A DEPTH OF 6 TO 12 INCHES TO PROMOTE GREATER INFILTRATION. 10. PLACE GEOTEXTILE FABRIC ON THE SIDES OF THE BIORETENTION AREA WITH A 64NCH OVERLAP ON THE SIDES. IFA STONE STORAGE LAYER WILL BE USED, PLACE THE APPROPRIATE DEPTH OF 067 STONE ON THE BOTTOM, INSTALL THE PERFORATED UNDERDRAIN PIPE, PACK 067 STONE TO 3INCHES ABOVE THE UNDERDRAIN PIPE, AND ADD APPROXIMATELY 31NCHES OF CHOKER STONEIPEA GRAVEL AS A FILTER BETWEEN THE UNDERDRAIN AND THE SOIL MEDIA LAYER. IF NO STONE STORAGE LAYER M USED, START WITH 61NCHES OF #57 STONE ON THE BOTTOM, AND PROCEED WITH THE LAYERING AS DESCRIBED ABOVE. 11. SOIL MEDIA TO DELIVER FROM AN APPROVED VENDOR, AND STORED ON AN ADJACENT IMPERVIOUS AREA OR PLASTIC SHEETING, MEDIA SHALL BE APPLIED IN 124NCH LOOSE LIFTS UNTIL THE DESIRED TOP ELEVATION OF THE BIORETENTION AREA IS ACHIEVED. CHECK MEDIA AFTER A FEW DAYS FOR SETTLEMENT, AND ADD ADDITIONAL MEDIA, AS NEEDED, TO ACHIEVE THE DESIGN ELEVATION. 12. PREPARE PLANTING HOLES FOR ANY TREES AND SHRUBS, INSTALL VEGETATION, AND WATER ACCORDINGLY. INSTALL ANY TEMPORARY IRRIGATION. 13. PLACE THE SURFACE COVER IN CELL (MULCH, RIVER STONE OR TURF), DEPENDING ON THE DESIGN. MULCH SHOULD BE PLACED TO A UNIFORM THICKNESS OF 2" TO 3". AGED (6 TO 12 MONTHS) SHREDDED HARDWOOD MULCH 15 THE ONLY ACCEPTED MULCH. IF COIR OR JUTE MATTING WILL BE USED IN LIEU OF MULCH, THE MATTING WILL NEED TO BE INSTALLED PRIOR TO PUNTING. 14. INSTALL THE PUNT MATERIALS AS SHOWN IN THE LANDSCAPING PUN, AND WATER THEM DURING WEEKS OF NO RAIN FOR THE FIRST TWO MONTHS. 15, CONDUCT THE FINAL CONSTRUCTION INSPECTION. LOG THE GPS COORDINATES FOR EACH BIORETENTION FACILITY AND SUBMIT THEM FOR ENTRY INTO THE LOCAL MAINTENANCE TRACKING DATABASE. MAINTENANCE FIRST YEAR MAINTENANCE 1. FOR FIRST 6 MONTHS FOLLOWING CONSTRUCTION, SITE SHOULD BE INSPECTED AT LEAST TWICE AFTER STORM EVENTS THAT EXCEED 112 INCH OF RAINFALL 2. RESEEDING OF BARE OR ERODED AREAS WITHIN THE CONTRIBUTING DRAINAGE AREA OR AROUND THE SIORETENTION AREA SHALL BE PREFORMED TO INSURE IMMEDIATE STABILIZATION WITH GRASS COVER. 3. ONE TIME, SPOT FERTILIZATION MAY BE NEEDED FOR INITIAL PLANTINGS 4. WATERING IS NEEDED ONCE A WEEK DURING THE FIRST 2 MONTHS, AND THEN AS NEEDED DURING THE FIRST GROWING SEASON (APRIL -OCTOBER), DEPENDING ON RAINFALL S. DEAD PUNTS SHALL BE REMOVED AND REPLACED SINCE UP TO 10% OF THE PUNT STOCK MAY DIE OFF IN THE FIRST YEAR. CONSTRUCTION CONTRACT SHOULD INCLUDE A CARE AND REPLACEMENT WARRANTY TO INSURE THAT VEGETATION WILL SURWVE FIRST GROWING SEASON. TYPICAL THRESHOLDS BELOW WHICH REPUCEMENT IS REQUIRED ARE 85% SURVIVAL OF PLANT MATERIAL AND 100% SURVIVAL OF TREES. PERIODIC SCHEDULED MAINTENANCE SHALL BE PREFORMED AS REQUIRED IN THE STROMWATER BMP OPERATION AND MAINTENANCE AGREEMENT RECORDED FOR THIS SITE. THE UND OWNER SKALL BE RESPONSIBLE TO ENTER INTO AND RECORD A STORMWATER BMP OPERATION AND MAINTENANCE ARGEEMENT AS REQUIRED BY THE CURRENT FREDERICK COUNTY STORMWATERIEROSION AND SEDIMENT CONTROL ORDINANCE. THIS AGREEMENT SHALL BE RECORDED IN THE LOCAL LAND RECORDS AND SUBMITTED TO FREDERICK COUNTY PRIOR TO THE APPROVAL OF REQUIRED STORMWATER MANAGEMENT PUN. - - - -G 696G- - - - -G- - 694 -'--------, ,16 iG ,Yi ik � ,Y4 I I -Lc 7oP -Cp r6 \a 10-Pvq �yld 31 LB 3 -CS }0- 3 IIG V PV� 6+Pv 9-Cp * I �I t 6 I I CD \ q �1&M4 � � (� � I I 00 * 7-1v * I I CD t1 -11p I * I� * -LB e iTo cor') Lqt Cfl >� I I -Pv -Z 1 e *� 8- p 8 -Md I I 6 * --- 3- S I / / 10 0 10 20 BMP #1 LANDSCAPE PLAN SCALE: 1" = 10' REMOVE ALL LABELS AND TAGS g CUT AWAY ALL BAL61[JG�,..� ROPES ROOT COLLAR SHOULD BE AT GRADE WIDEN AND SCORE --11 HOLE WALLS REMOVE CONTAINER & CUTi CIRCLING ROOTS IF CONTAINER - GROWN OR TOP 1/2 OF BURLAP PRUNE OFF ANY BROKEN BRANCHES i2"-3" OF MULCH TO BE KEPT 2"3" AWAY FROM STEM(S) SOIL WELL TO CONTAIN WATER UNAMENDED BACKFILL SOIL _WATER TO SETTLE SOIL AREA FOR WATER DRAINAGE FROM ROOT BALLS LEAVE SOLID SOIL PEDESTAL - DO NOT DIG DEEPER THEN BALL DEPTH 4 1 DIG HOLE 2X -3X ROOT BALL WIDTH SHRUB PLANTING DETAIL NO SCALE 10 0 10 20 BMP #1 LANDSCAPE PLAN SCALE: 1" = 10' 1321iff ff6l UsNAIM' MULCH SHOULD BE PLACED TO A UNIFORM THICKNESS OF 2" TO 3". SHREDDED HARDWOOD MULCH 15 THE ONLY ACCEPTED MULCH. PINE MULCH AND WOOD CHIPS WILL FLOAT AND MOVE TO THE PERIMETER OF THE BIO -RETENTION AREA DURING A STORM EVENT AND ARE NOT ACCEPTABLE. SHREDDED MULCH MUST SE WELL AGED (6 TO 12 MONTHS) FOR ACCEPTANCE. N p E N N Tg C ^S 3 -E E A cp' =YLL '2 H Date ROOT STOCK OF THE PLANT MATERIAL SHALL BE KEPT MOIST DURING TRANSPORT AND ONSITE STORAGE. THE TH 0F+74 PLANT ROOT BALL SHOULD BE PLANTED SO ilh OF THE ROOT BALL IS ABOVE FINAL GRADE SURFACE. THE I DIAMETER OF THE PLANTING PIT SHALL BE AT LEAST SIX INCHES LARGER THAN THE DIAMETER OF THE / PLANTING BALL. SET AND MAINTAIN THE PLANT STRAIGHT DURING THE ENTIRE PLANTING PROCESS. THOROUGHLY WATER GROUND BEDCOVER AFTER INSTALLATION. I rArRA PLEB Lic. No. szaoe E- U O /-/✓✓y,2619- , " sIOkAL AND LEGUME PLUGS SHALL BE PLANTED FOLLOWING THE NON -GRASS GROUND COVER PLANTING Fz SPECIFICATIONS. DATE: 01/17/2017 H H Q p- /� V% Q C' J �� x a0 W zP4 O CT• E 171 ROOT STOCK OF THE PLANT MATERIAL SHALL BE KEPT MOIST DURING TRANSPORT AND ONSITE STORAGE. THE TH 0F+74 PLANT ROOT BALL SHOULD BE PLANTED SO ilh OF THE ROOT BALL IS ABOVE FINAL GRADE SURFACE. THE I DIAMETER OF THE PLANTING PIT SHALL BE AT LEAST SIX INCHES LARGER THAN THE DIAMETER OF THE / PLANTING BALL. SET AND MAINTAIN THE PLANT STRAIGHT DURING THE ENTIRE PLANTING PROCESS. THOROUGHLY WATER GROUND BEDCOVER AFTER INSTALLATION. I rArRA PLEB SCALE: AS SHOWN DESIGNED BY: KDP FILE NO. 6100 SHEET 16 OF 20 16-26 Lic. No. szaoe TREES SHALL BE BRACED USING M' BY T' STAKES ONLY AS NECESSARY AND FOR THE FIRST GROWING SEASON ONLY. STAKES ARE TO BE EQUALLY SPACED ON THE OUTSIDE OF THE TREE BALL. GRASSES AND LEGUME SEED SHOULD BE DRILLED INTO THE SOIL TO A DEPTH OF AT LEAST ONE INCH. GRASS O /-/✓✓y,2619- , " sIOkAL AND LEGUME PLUGS SHALL BE PLANTED FOLLOWING THE NON -GRASS GROUND COVER PLANTING SPECIFICATIONS. DATE: 01/17/2017 SCALE: AS SHOWN DESIGNED BY: KDP FILE NO. 6100 SHEET 16 OF 20 16-26 705 705 MHD 6 81Z XHD Bli Trench EMkg meR _ii-YIvgY�,. 700 700 705 705 705 705 695 700 690 695 685 890 680 665 675 680 7 0 700 700 n Lock avallable with MHD 6 81Z XHD Bli Trench EMkg meR _ii-YIvgY�,. Be9innll h:ft 'Ea11n96iem rims. Invert up (ft) 1111-t\L])_ Pm4uct ••�Jln�Js�� .,Ei� II�IIIIIIIIIII� -�aJi1_I� Slope Ste Slope Drain # 1 .��111111111111i III--IIIIIIIIIIIIIIII_ .•I .•1 21.66 to ae a6 (In) II w Ho (ft) - 11 1 126 � 1 � mil � 1 0794% �; 27.6 W5 695 �rl �--Irk :PM �IIIIIIII�11-:iG/� �� -� �-�TfILJ'�1-7 10.62 0.44 16.61 9.40 156.15 1.37 0.48 21.41 0.26 �7i��-,��Ir•11'J\i 3� \�6115 685 2.31 IN I 892.61 3 890.44 �_Ji •-.1-4J1•�R•'1111l1rYR!!1�5-� 16.61 62.97 2.49 1.57 -- -_-_-_IIIIIIIIIIrnI�H 16.67 9.43 157.28 1.38 OAS 24.85 0.30 _..-�_ 1.24 691 680 680 00 Mej r-s>;ar�r� Ylli 676 675 695 700 690 695 685 890 680 665 675 680 7 0 700 700 695 0 690 N 685 a 680 u 9+50 10+00 10+50 11+00 11+50 12+00 9+50 10+00 10+50 11+00 9+60 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 9+50 10+00 10+50 11+00 STR 1 - STR 4 STR 13 - STR 14 STR 5 - STR 7 STR 9 - STR 13 STR 2 - STR 16 50 25 0 50 100 SCALE: 1" = 50' • ' P n Lock avallable with MHD 6 81Z XHD Bli Trench EMkg meR _ii-YIvgY�,. Be9innll h:ft 'Ea11n96iem rims. Invert up (ft) 1111-t\L])_ Pm4uct ••�Jln�Js�� 8mm -�aJi1_I� Slope Ste Slope Drain # 1 .��111111111111i I Qo (ch) W Ift) 0 to a.og m 48 .00 oro 21.66 to ae a6 (In) r Ho (ft) JUNCTION MOSS QI(ds) VI (fps) av Via2/2g Hi (ft) MD -12R 1 126 1 21.6 1 MS 1 0794% 1 0.560% 27.6 W5 695 IS.00 :PM 3.32 1.68 10.62 0.44 16.61 9.40 156.15 1.37 0.48 21.41 0.26 �7i��-,��Ir•11'J\i 3� 1.27 0.64 2.31 511•�1D ami-\-�rJ,.1.I�� -� 892.61 3 890.44 �_Ji •-.1-4J1•�R•'1111l1rYR!!1�5-� 16.61 62.97 2.49 1.57 -R(y71rRTT��.-�lllllllllll_.�.I�YLTI � 0.34 16.67 9.43 157.28 1.38 OAS 24.85 0.30 _..-�_ 1.24 691 691685 [y -.w� I�L•�•', I.i M.1Ma111��-- •''1 iv'1 4 690.48 1 18.00 1 5.08 1 47.33 0.24 1 0.12 1 11.17 0.58 1 1 1 1 0.27 0.58 1 0.76 0.38 0.49 1 690.97 694.00 Mail IN IIIIIIIII 6115, -_ I It• IIIIIIIIIII��-1�tr1��-C)•-�-_�_�� •: .:I 6:1 A �.4 � CG �111111111111116'"tl0� .:1 .:I 695 0 690 N 685 a 680 u 9+50 10+00 10+50 11+00 11+50 12+00 9+50 10+00 10+50 11+00 9+60 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 9+50 10+00 10+50 11+00 STR 1 - STR 4 STR 13 - STR 14 STR 5 - STR 7 STR 9 - STR 13 STR 2 - STR 16 50 25 0 50 100 SCALE: 1" = 50' • ' P n Lock avallable with MHD 6 81Z XHD Bli Trench EMkg meR _ii-YIvgY�,. Be9innll h:ft 'Ea11n96iem rims. Invert up (ft) 1111-t\L])_ Pm4uct ••�Jln�Js�� 8mm -�aJi1_I� Slope Ste Slope Drain # 1 .��111111111111i I Qo (ch) W Ift) 0 to a.og m 48 .00 oro 21.66 to ae a6 (In) r Ho (ft) 695 0 690 N 685 a 680 u 9+50 10+00 10+50 11+00 11+50 12+00 9+50 10+00 10+50 11+00 9+60 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 9+50 10+00 10+50 11+00 STR 1 - STR 4 STR 13 - STR 14 STR 5 - STR 7 STR 9 - STR 13 STR 2 - STR 16 50 25 0 50 100 SCALE: 1" = 50' • ' P n Lock avallable with MHD 6 81Z XHD Bli Trench EMkg meR ]renph Be9innll h:ft 'Ea11n96iem rims. Invert up (ft) Prpnuct Pm4uct Length (g) 8mm Depth Fmm Slope Ste Slope Drain # 1 Drain # 2 I Qo (ch) W Ift) 0 to a.og m 48 .00 oro 21.66 to ae a6 (In) 15.fi01e 48.00 (in) Ho (ft) JUNCTION MOSS QI(ds) VI (fps) av Via2/2g Hi (ft) MD -12R 1 126 1 21.6 1 MS 1 0794% 1 0.560% V18 In bench widths only. •'•PNRocle•4uslsaenchwi4l Q=(1.4861 n,• A - R vo• 8'n p _ (148610.013) • 2.4427 • OAMS ere • (10129 : 8129.9422 GPM Trench To Trench Beginning ImeR EMkg meR Trench Tc(min) RalMall On/hr) HYDRAULIC GRADE LINE CALCULATIONS Invert up (ft) Prpnuct Length (fl) Depth 8mm Cepth Fmm St'd SR. Slope Waldo. Q = 11.486 / n) • A • R m, S vz Drain # 2 I Qo (ch) W Ift) oth ( (ft) 9.00 to 48.00 (in) 15.fi01e 48.00 (in) Ho (ft) JUNCTION MOSS QI(ds) VI (fps) av Via2/2g Hi (ft) Angle (oeg) K Q = (1 4,d • 1.9427 0 4159 °'� • 0.0129 rrz Mitt) XHO-12R 126 15.6 27.6 0]94% 0.500% IS.00 :PM Trench To DA(Anss) Be9inni1,9 Invert Ennirg b -n Trench Tc(min) RalMall On/hr) HYDRAULIC GRADE LINE CALCULATIONS Invert up (ft) Protlucl Legh Depth Fmm OaptM1 Fmm Slope Site Slope Waldo. O = (14861 n) • A • R va • S •� Drain # 3 I Qo (ch) W Ift) oth ( (ft) 6.00 l0 27.00 in) 21.0 to 27.00 (in) Ho (ft) JUNCTION MOSS QI(ds) VI (fps) av Via2/2g Hi (ft) Angle (oeg) K Q e (1.48610.013) • 1.4596 • 0,3933 era • 0.0240 1. Mitt) iFX12R 40.8 21 1 21 1 0.000% 1 2400% IS.00 - 11874 CFS 8227.3027 GPM .. _. It •11�� � I lr hi/i 4 i1 . eU ��=•T �I��e�I dal Wit.• ��-- V C•� �• • 4 s D amn trt[ a omen almmcml xvovi •�t•uar n�w1a,,T 600 0.YGI YrONO arw a are elm YPPr 1 ry• e aril ar4l W/ IryAIP .0. [. art T CIrS [ alY MW .4. Trench Drains Trench# Length, Fe. Slope Up Down Top To DA(Anss) Runoff. Caef. C CA(IncremJ CA(A[cum.) Tc(min) RalMall On/hr) HYDRAULIC GRADE LINE CALCULATIONS Invert up (ft) N HM CAI CI II ATIMS QTr1D\1 DIDC CAI 1-1 11 ATIMIQ From To DA(Anss) Runoff. Caef. C CA(IncremJ CA(A[cum.) Tc(min) RalMall On/hr) HYDRAULIC GRADE LINE CALCULATIONS Invert up (ft) IrwertGown (ft) Length(ft) Slope (%) Diameterlin) Capacity(ds) Velmity(fps) Waldo. Outlet W.S.E. (k) polio) I Qo (ch) W Ift) SIGN) HIM) Vo (fp) Ho (ft) JUNCTION MOSS QI(ds) VI (fps) av Via2/2g Hi (ft) Angle (oeg) K Milt) Mitt) 1.31-1t(ft) O.SHt(ft) Final H (ft) Inlet WS.E. IN Rim Elev Ift) 2 fi88.13 IS.00 18.78 50.46 3.32 1.68 10.62 0.44 16.61 9.40 156.15 1.37 0.48 21.41 0.26 0.35 1.27 0.64 2.31 690.44 892.61 3 890.44 18.00 16.61 62.97 2.49 1.57 9.40 0.34 16.67 9.43 157.28 1.38 OAS 24.85 0.30 0.41 1.24 0.62 2.18 692.63 694.57 4 690.48 1 18.00 1 5.08 1 47.33 0.24 1 0.12 1 11.17 0.58 1 1 1 1 0.27 0.58 1 0.76 0.38 0.49 1 690.97 694.00 QTr1D\1 DIDC CAI 1-1 11 ATIMIQ From To DA(Anss) Runoff. Caef. C CA(IncremJ CA(A[cum.) Tc(min) RalMall On/hr) Runoff Q(cB) Invert up (ft) IrwertGown (ft) Length(ft) Slope (%) Diameterlin) Capacity(ds) Velmity(fps) Increm Flow Time (min) Flow Time(min) Pipe Material 4 3 4.09 0.81 3.31 3.31 10.00 5.03 16.67 692.0 689.28 47.33 5.75 18.00 27.16 9.43 0.08 0.08 RCP 111 3 2 0.00 0.50 0.00 3.31 5.00 5.01 16.61 689.28 688.04 62.97 1.97 18.00 15.90 9.40 0.11 0.19 RCP III 2 1 0.25 0.80 0.20 3.76 5.00 4.99 18.76 688.04 686.93 50AG 2.20 18.00 16.80 10.62 0.08 0.27 RCP III i0 ell J U in 1 I 13131 • ����RVJ.������ ���_ wamn Oil Minimal all --!I-1�1- aaa-<;aa__�ai_��ir-a-g�i_u :�����' 17�.-.. �aaaaaaaa�Tii�aaaagraa_aaaaaaap9aa� =�M11r1, J1yr�111r1�___� aaaaaaaaaa.Maaaaafil_ 1 1 1'1 I I 11 1 1+ I 11 1 11 1 11 I II 1 11 I II I II 1 NOR Inv. Depth,ft Top Im. Depth, FL 1 126' 0.79% 693.30 691.50 1.80' 693.30 690.50 2.80' 2 126' 0.79% 693.30 692.00 1.30' 693.30 691.00 2.30' 3 40' 2.15% 691.83 690.08 1.75' 690.95 689.20 1.75' i0 ell J U in 1 I 13131 • ����RVJ.������ ���_ wamn Oil Minimal all --!I-1�1- aaa-<;aa__�ai_��ir-a-g�i_u :�����' 17�.-.. �aaaaaaaa�Tii�aaaagraa_aaaaaaap9aa� =�M11r1, J1yr�111r1�___� aaaaaaaaaa.Maaaaafil_ 1 1 1'1 I I 11 1 1+ I 11 1 11 1 11 I II 1 11 I II I II 1 NOR u SPM O W F Fi O F � 1 • 1 11 • u SPM O W F Fi O F RANDY L Mr=PEER 9 Lic. No. 32aos� ,tel - ryN•!-2o t� �S � SIONAL DATE: 01/17/2017 SCALE: H: 1" = 50' V: 1" = 5' DESIGNED BY: KDP FH.E N0. 5100 SHEET IB OF 20 16-26 17.96-1457mrr17Plan Nates I Series Number TR12-12.502D.FB-F21E 1. Grates:. - Ductile Iran par ASTM A636 Gentle 80.55.06 (Uncoated) - Open Area: 0.76 FT' per Lineal Feet [0.23 M' per Lineal Mater] - Load Rating: 494 PSI (AASHTO M-306 Test Method) - Made in the USA 2. Form Release: Nan-PatiVeum Based 3, CDr=vte: Concrete Thickness and Reinforcement per Structural Engineer's Specification for the Application. ,.,• [26mmr GRATE TOP VIEW (ROTATED 90') rate 13.76' [350mm1 �1.8' [33mm] Grabs - Pan 912.511Lockng Device Part #1811A GRATE END VIEW 1,75'X 1.7W x 0.19" [44.5mm X 44.5mm X 4.8mm] Black Epoxy Coated �14" [356mm]SSI Angle with Anchor Studs Part Iii Concrete Slab 12"1305mm e Depth , ` d. Expansion Joint Bath Varies /\ :, - Sides (Recommended) NOTE: ONSITE PAVEMENT TO TIE IN TO EXISTING ROADWAY PAVEMENT SHALL BE Rail Clamp SHALL BE DETERMINED BY THE VDOT INSPECTOR. ,. .:• �\ EPS Farmer \ Monolithic Pour Part#TR12 6" [152mm]/ Minimum All Sides '\�i -.y. . ' No-Fbat { \ \ \ #4 Reber U -Leg \ \"` \ Ml� mum] '�/i / //• f/\//.\\ ArtchcLrSlab VER 1 1- [26mm] Minimum END CROSS SECTION VIEW COpy MT � 2010 ADT, Inc. wom.TFX12 - 12" [305mi ID Trench FarmersSystem VTM-1 METHOD) with High Intake Grate P.O BMW.3W ANriwCKRaAD n,IAN. NC ales W(M4)A9 SERIES: TR12-12.502D.FB-F21E Rte: 00 Ma EXPANSION I CONTROLS JOINTS AT 12 X 12. Raprkiry dDRm of PHTi IIR aw YWYtletlMthe Ilxenl..liln aNdonee NBrffr. lI1C r00�ICAt. DY adceP`9AS BIN dOGlAlda4 dPP [I'�AUBMTI4 dOC°m!Mfl0ltlY03tORP0900-M heron-a�ry�tl ahllhc+lll-a, nl>."tllod atr-Tar-Ilhbolhen MnwiuKhaflah^-dx-ro"air PurWw e,m.hdww-O�h7.lmKefx.a In n,ligla'3'Inc 1T DISC WR: AETM aebmerelM lM olebmeM W9 -m. a proem, mlwFeMa 4Motllr PidwtlmaN n emroabg IemPtulN-4r Pn wlwilAn., IraIYPNbII, and eshdlnNna A wY pd- Purd'eued f- AST, end 0=00 Ad M(PRESSLY PROVIDED IN ABTS STANDARD WARRANTIES. AST MAP ES NO WARVN Y, WRP_SS OR IMPU=E.ASTO THE SURAINLrrY,DES[GN,NWW AWAOLrrY,ORFlINWSOF1HEPROWD'VMCUBTOI4138EFPMd MCN.CoP'won.4B'Tealvltl-d a-nmEheewe�t1a upon eequoee a. 1 se I.qU WNATeR 881ti,Lil.WFORYTo.VfYAe]6 0RM¢i6A}05. 2NATwtaL. Clic lR(Me. 3. PAnr: CJSNNGS AE NRNKH�B WITH A D ACX PAIN/. 4. A11101PAWAn=A.1150 A9. s. nncRw'feurelairr- Is Las - M GRATE TOP VIEW (ROTATED 90') [� -15.63- [397mm) Grate Pan #12.5020,JB 0g.50'SSRemovable Pin I (Uncaatad) 2.69' (68mm] Z .. f OD.50" Fixed Anchor Pin 3.0°X3.0"X0.31" GRATE END VIE \ [76.2mm X 76.2mm X 7.94mm[ Hot Dipped Gaivanid 115.75' [440.D5m;rt" Steel Angle with Anchor Studs Part#J22G -7 Concrete Slab 12"! -`Expansion Joint Both 'd [3D5rnm] ° Sides (Recommended) Depth a ° Varies Rall Clamp a ° a EPS Farmer Mond' is Pour - Pad #TR12 8" [152MMI am ° °a A ANO -Ebel Minimum Al Sides q _.A. n. 114 RelrarU-Leg 3' P6mmIAnohor Stab Mitimum 1'UMmm] END CROSS SE_ CTION_ VIEW Minimum COW91IL02010 AOT. IM ® XHD 12 - 12" [305mmj ID Trench Former? System with T� Galvanized Frame 8L Uncoated Grate (Heavy Port &Airport) '171m- TRou"AN. Nc chit SERIES: TR12-12.502G.JB-J22G REV. 00 /2049 SG3dIPGB PhIpI-YeY I1�b0aABT, Ilc,. af-IlgeMetl In -1- InbmNPw dwdn4ud h-IeiR. 111P I-�PI41'R PY M GBP4PO INR tlPPYm@M1L Y¢@P9 Bq,%eIXIF!@ Pd91RMlDV /tB MvrtWMOn d19dA99 N..tnns-nYMtlwed xrl s."�a.,+P�-a�°orn.,.r.�mWwaila m-nw-aumB "rrwmaul.rPw e.wevlw+Pealwhq•aenonxea �.nslq gnar, a-, DISD9AINER: TM adatwaml tlrombtlnfe se JWecOe, eaDlneew, nolwiYllN W "er PmlwlnwN>n cdnpletelyIwpmWNe A R N7Y. n, RESS R WUED.A-n®af -Fe TARN ,DE IM.M AET. OdEPrrAW EPTAS FrrHMOYTHE PRep INTFO STANDARD WA PPUCKMON. NWfEB NO WARRANT'/. EXPriESSOR Ai t.E4. A8 TO THE SURABIiRY, DElRON. NERCNANTA&LnY, CIR FIh1/6BS OF THE PROWCT FOR CIIS'mfAgl'S APPLICdTON. O9plw.MABh%utrdanlnwameevrmAbY upm ngwM. 12' AND 15' DRAIN BASIN _, a® A 17M I e� NI9. ' nx,nac llvuee c�e�P°: el�a�woaeva NLttFLl NA1t,9pLy9yy6E ' :m'm9akiNli� pIC OeNnfCifA NPFSI@F. AXSN42M.TI a• h, Ln' C t9 G0' T 31.W' IP 24.W' Ir ZIA , Ir 26W 12" AND 15" INLINE DRAIN I'� <'-0• AIN. � Plrcrcn[ ew nAvn4:ur Illy I a' Anu `wIN'mnw °�wa ca:i oe r +E3nerFlLmeRnA 02AI 9p,ryeU RIE W161M.1�� e146P-W:GIrA LIMITS OF BITUMINOUS SURFACE 26' 3' 3' GRAVEL 13' 13' GRAVEL SHOULDER POINT OF SHOULDER COMPUTED GRADE 4.0% 2 00/D i 00/ 4.0 °10 7 Xy - LIMITS OF BASE TYPICAL ENTRANCE ROAD SECTION 11/19114 N.T.S. VER 1 BUILDING F. F. ELEV.=697.00 ,3 oo ELEV. = 693.20 ELEV. = 693.30 TRENCH DRAIN / LOADING DOCK DETAIL N.T.S. INTERNATIONAL SYMBOL OF ACCESSIBILITY LIGHT COLORED REFLECTIVE 12" BACKGROUND MAT'L. DARK COLORED T'LETTERS fel 8318"BORDER RESERVED PARKING I&® sI SIGN SHALL BE LOCATED SUCH THAT IT WILL NOT BE OBSCURED BY VEHICLE PARKED IN SPACE. FC SIGN (SEE DETAIL) OR I -..ti-- WHEELSTOP 2' / 4A' MIN. WO I/fJ 7.0' MAX. 8" SUBBASE VDOT STD. 21B 19.65" [499mm]-�I DENSITY AT OPTIMUM MOISTURE CONTENT DISPLAY CONDITIONS Plan Notes OF THE SUBGRADE MUST BE SUBMITTED FOR ACTUAL DETERMINATION OF UNLAWFUL STANDARD PARKING AREA /yi PARKING IN THIS 11/06114 SPACE IS SUBJECT VER 1 1. Serres Number. TR12-12.502G.JBJ22G TO A FINE OF HANDICAPPED � 114I I I 11I� I-hTl�II_IuIIt - COMPACTED SUBGRADE (COMPACTED TO 95% $50.00 TO $1 Di SYMBOLS PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 5. SOIL TEST OF 2. Grates: PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. NOTE: ONSITE PAVEMENT TO TIE IN TO EXISTING ROADWAY PAVEMENT SHALL BE LIGHT COLORED 1" LETTERS DARK COLORED REFLECTI SHALL BE DETERMINED BY THE VDOT INSPECTOR. 8' VAN ACCESSIBLE SPACE BACKGROUND MATERIAL E - Ductile Iron per ASTM A535-84 Grade 8D-55.08 (Uncoated) 5' FOR REGULAR SPACE NOTE: old VER 1 RAMP FOR HANDICAPPED MUST BE LOCATED 8" SUBBASE VDOT STD. GR -21A - Open Area: 0.79 FT' per Uneal Foot [024 MG per Uncal Metal] e e OPTIMUM MOISTURE CONTENT VOOT VTM-1 METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF S. SOIL TEST OF THE SUBGRADE MUST BE SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. -Load Ra9ng: 2495 PSI (200.000 LBS) FAA Speo.AC15015320-60 EXPANSION I CONTROLS JOINTS AT 12 X 12. HEAVY DUTY CONCRETE <►_ PAVEMENT SECTION 11119114 '� 's - Made in the USA VER 1 ri 2.. Form Release: Non -Petroleum Based 3. Concrete: Concrete Thickness and Reinforcement per Structural Engineers Specification for thsAppllrallon. GRATE TOP VIEW (ROTATED 90') [� -15.63- [397mm) Grate Pan #12.5020,JB 0g.50'SSRemovable Pin I (Uncaatad) 2.69' (68mm] Z .. f OD.50" Fixed Anchor Pin 3.0°X3.0"X0.31" GRATE END VIE \ [76.2mm X 76.2mm X 7.94mm[ Hot Dipped Gaivanid 115.75' [440.D5m;rt" Steel Angle with Anchor Studs Part#J22G -7 Concrete Slab 12"! -`Expansion Joint Both 'd [3D5rnm] ° Sides (Recommended) Depth a ° Varies Rall Clamp a ° a EPS Farmer Mond' is Pour - Pad #TR12 8" [152MMI am ° °a A ANO -Ebel Minimum Al Sides q _.A. n. 114 RelrarU-Leg 3' P6mmIAnohor Stab Mitimum 1'UMmm] END CROSS SE_ CTION_ VIEW Minimum COW91IL02010 AOT. IM ® XHD 12 - 12" [305mmj ID Trench Former? System with T� Galvanized Frame 8L Uncoated Grate (Heavy Port &Airport) '171m- TRou"AN. Nc chit SERIES: TR12-12.502G.JB-J22G REV. 00 /2049 SG3dIPGB PhIpI-YeY I1�b0aABT, Ilc,. af-IlgeMetl In -1- InbmNPw dwdn4ud h-IeiR. 111P I-�PI41'R PY M GBP4PO INR tlPPYm@M1L Y¢@P9 Bq,%eIXIF!@ Pd91RMlDV /tB MvrtWMOn d19dA99 N..tnns-nYMtlwed xrl s."�a.,+P�-a�°orn.,.r.�mWwaila m-nw-aumB "rrwmaul.rPw e.wevlw+Pealwhq•aenonxea �.nslq gnar, a-, DISD9AINER: TM adatwaml tlrombtlnfe se JWecOe, eaDlneew, nolwiYllN W "er PmlwlnwN>n cdnpletelyIwpmWNe A R N7Y. n, RESS R WUED.A-n®af -Fe TARN ,DE IM.M AET. OdEPrrAW EPTAS FrrHMOYTHE PRep INTFO STANDARD WA PPUCKMON. NWfEB NO WARRANT'/. EXPriESSOR Ai t.E4. A8 TO THE SURABIiRY, DElRON. NERCNANTA&LnY, CIR FIh1/6BS OF THE PROWCT FOR CIIS'mfAgl'S APPLICdTON. O9plw.MABh%utrdanlnwameevrmAbY upm ngwM. 12' AND 15' DRAIN BASIN _, a® A 17M I e� NI9. ' nx,nac llvuee c�e�P°: el�a�woaeva NLttFLl NA1t,9pLy9yy6E ' :m'm9akiNli� pIC OeNnfCifA NPFSI@F. AXSN42M.TI a• h, Ln' C t9 G0' T 31.W' IP 24.W' Ir ZIA , Ir 26W 12" AND 15" INLINE DRAIN I'� <'-0• AIN. � Plrcrcn[ ew nAvn4:ur Illy I a' Anu `wIN'mnw °�wa ca:i oe r +E3nerFlLmeRnA 02AI 9p,ryeU RIE W161M.1�� e146P-W:GIrA LIMITS OF BITUMINOUS SURFACE 26' 3' 3' GRAVEL 13' 13' GRAVEL SHOULDER POINT OF SHOULDER COMPUTED GRADE 4.0% 2 00/D i 00/ 4.0 °10 7 Xy - LIMITS OF BASE TYPICAL ENTRANCE ROAD SECTION 11/19114 N.T.S. VER 1 BUILDING F. F. ELEV.=697.00 ,3 oo ELEV. = 693.20 ELEV. = 693.30 TRENCH DRAIN / LOADING DOCK DETAIL N.T.S. INTERNATIONAL SYMBOL OF ACCESSIBILITY LIGHT COLORED REFLECTIVE 12" BACKGROUND MAT'L. DARK COLORED T'LETTERS fel 8318"BORDER RESERVED PARKING I&® sI SIGN SHALL BE LOCATED SUCH THAT IT WILL NOT BE OBSCURED BY VEHICLE PARKED IN SPACE. FC SIGN (SEE DETAIL) OR I -..ti-- WHEELSTOP 2' / 4A' MIN. WO I/fJ 7.0' MAX. PAVED PARKING T ZSHEETLDW 6" WASHED GRAVEL (2"-3") -� GRAVEL FILTER STRIP N.T.S. 5' CL -A1 RIP -RAP 1' ROOF DRAIN RIP -RAP N.T.S. 4" REINFORCED CONCRETE 3000 PSI 4" SUBBASE (21-A STONE) WIDTH VARIES SEE SITE PLAN W aft °. I -I I I -I I I -III -III -I I I -I I I -I -a I I -I 1 I -I 11=1 11=1 I I -III �-LI�I COMPACTED SUBGRADE (95% DENSITY) CONCRETE SIDEWALK 11105114 �.- N.T S. VER 1 2" SM -12.5A SURFACE COURSE 8" SUBBASE VDOT STD. 21B STRIPED AREA 4" STEEL PIPE FILLED WITH CONCRETE COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT DISPLAY CONDITIONS PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 5. SOIL TEST OF THE SUBGRADE MUST BE SUBMITTED FOR ACTUAL DETERMINATION OF UNLAWFUL STANDARD PARKING AREA /yi PARKING IN THIS 11/06114 SPACE IS SUBJECT VER 1 1.5" 6M -12.5A SURFACE COURSE TO A FINE OF HANDICAPPED � 114I I I 11I� I-hTl�II_IuIIt - COMPACTED SUBGRADE (COMPACTED TO 95% $50.00 TO $1 Di SYMBOLS PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 5. SOIL TEST OF S' MIN, PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. NOTE: ONSITE PAVEMENT TO TIE IN TO EXISTING ROADWAY PAVEMENT SHALL BE LIGHT COLORED 1" LETTERS DARK COLORED REFLECTI SHALL BE DETERMINED BY THE VDOT INSPECTOR. 8' VAN ACCESSIBLE SPACE BACKGROUND MATERIAL PAVEMENT SECTION 5' FOR REGULAR SPACE NOTE: old VER 1 RAMP FOR HANDICAPPED MUST BE LOCATED 8" SUBBASE VDOT STD. GR -21A COMPACTED SUBGRADE AT SAME POINT ADJACENT TO THE W AISLE. PAVED PARKING T ZSHEETLDW 6" WASHED GRAVEL (2"-3") -� GRAVEL FILTER STRIP N.T.S. 5' CL -A1 RIP -RAP 1' ROOF DRAIN RIP -RAP N.T.S. 4" REINFORCED CONCRETE 3000 PSI 4" SUBBASE (21-A STONE) WIDTH VARIES SEE SITE PLAN W aft °. I -I I I -I I I -III -III -I I I -I I I -I -a I I -I 1 I -I 11=1 11=1 I I -III �-LI�I COMPACTED SUBGRADE (95% DENSITY) CONCRETE SIDEWALK 11105114 �.- N.T S. VER 1 2" SM -12.5A SURFACE COURSE 8" SUBBASE VDOT STD. 21B II I -g ill. I Iii ! I �JT�I I I 111 I COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 5. SOIL TEST OF THE SUBGRADE MUST BE SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. STANDARD PARKING AREA /yi PAVEMENT SECTION 11/06114 VER 1 1.5" 6M -12.5A SURFACE COURSE 3" BM -25 BASE COURSE 8" SUBBASE VDOT STD, 21 B � 114I I I 11I� I-hTl�II_IuIIt - COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 5. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. NOTE: ONSITE PAVEMENT TO TIE IN TO EXISTING ROADWAY PAVEMENT SHALL BE PER VDOT STANDARD WP -2. AREA TO BE MILLED AND OVERLAID AT TIE IN JOINTS SHALL BE DETERMINED BY THE VDOT INSPECTOR. HEAVY DUTY PARKING '► PAVEMENT SECTION 11/06/14 C3 old VER 1 B" 41000 PSI REINFORCED CONCRETE 8" SUBBASE VDOT STD. GR -21A COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT VOOT VTM-1 METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF S. SOIL TEST OF THE SUBGRADE MUST BE SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. NOTE: CONCRETE PAVEMENT TO BE MIN. 4000 PSI WITH 6X6 WWF. MAXIMUM EXPANSION I CONTROLS JOINTS AT 12 X 12. HEAVY DUTY CONCRETE <►_ PAVEMENT SECTION 11119114 '� N,T.S. F VER 1 N OD E CD N 't o C N N N () J00 p T a o r L - 67 F 1 Rev. No. I Date �AN�Y� -PLEfs Uc. No. 32809 1-�x'ly-2�I Ki ZONAL �.rl� DATE: 01/17/2017 I SCALE: - N/A DESIGNED BY: KDP 10124114 FILE NO. 5100 Handicapped Parking Ver. 1 NTS Index SHEET 17 OF '20 16-26 Vy w %N � H -I W Z W %gf Uj C3 Q WC O W 1 Rev. No. I Date �AN�Y� -PLEfs Uc. No. 32809 1-�x'ly-2�I Ki ZONAL �.rl� DATE: 01/17/2017 I SCALE: - N/A DESIGNED BY: KDP 10124114 FILE NO. 5100 Handicapped Parking Ver. 1 NTS Index SHEET 17 OF '20 16-26 E -I U E -Z 0 Z C3 Q O (� E E( a � E- r2] 46 U) �Z) E- Z C? C3 old M as Z � r 0 I-� i U) 1 Rev. No. I Date �AN�Y� -PLEfs Uc. No. 32809 1-�x'ly-2�I Ki ZONAL �.rl� DATE: 01/17/2017 I SCALE: - N/A DESIGNED BY: KDP 10124114 FILE NO. 5100 Handicapped Parking Ver. 1 NTS Index SHEET 17 OF '20 16-26 7 700 695 690 685 680 a ROADSIDE SIGN RURAL. DISTRICT rn � Not less than LA 1,8M c (fi ft) z r --------------- --- - STOP SIGNS TO BE MOUNTED AT SEVEN FEET (7') SQUARE TUBE STEEL SIGN POSTS - Square tube steel sign pasts shall be fabricated from hot rolled. carbon sheet steel, structural steel quality, conforming to the requirements of ASTM Al 011. grade 50 except the yield strength after cool forming shall be 60,000 psi minimum. The steel gauge shall be 14 gauge for the 2 inch by 2 inch post and 10 gauge for the 2112 inch by 2112 inch posts. Posts (inside and outside) shall be galvanized In aeoordance with the requirements of ASTM A653. Coating Designation G•90. Post shall use an In ground anchor system that provides a stable installation and allows easy replacement of the sign post into the anchor system after vehicular impact. Post shall conform to the breakaway requirements of AASHTO's Standard Specifications for -Structural Supports for Highway Signs, Luminaries, and Traffic Signals (1994 Edition including revisions). The Contractor shall provide a copy of the FHWA's acceptance letter indicating compliance with breakaway requirements at the time of catalog submission of the posts. Posts shall have 7116 Inch (+1-1164 inch) openings or knockouts spaced 1 inch on centers on all four sides. Past shall be installed in accordance with the manufacturers recommendations. EM NOTESI L TM II MAT BE PRECAST YR CART '.N RAZ. R. C METE TO BE: CLANS Aa E FAST N PLACE �C00 P9 F PRECAST. ]. MMCMB A GUTTER MVFK A RADIUSOF O00 fFET DR LMDNi FACE OF LRfa) SRR.L RE CCOTTER. Ed1 AS RMTAL WI�IATIONOURS k O1R[R. 1, yw�TRp1��TK�.T7TWI 6 rC[RNr 1Y7R��R me iM'II]SR�- MLS N4 TTo ET&PIR HOPE 11E PAYEM]IT. O. ALLCWN3[E cvmA FGR TRE OSE OF cG, B ML@y CA RCA9ETAY [LASSIFATpµ VIP R OE9T SPEED 2 s'0" N NPEidY A �' TIRE RDAO aFsp+ MMEIK N TIE SECTION OR OS UPSMI STMEJM95. a. ' rn• a a a Via. a a,o---- A � THE CCN'IRACIOR COMBINATION 6" CURB AND GUTTER AOAE MD B nr . °a DEPRimm OATS BNFET T EF , roz vFIGMA ART1pR a TRAAwPnRrArla 1`2 MJACERT TRAVEL LI"E RVLT PAVEAEJIT RIZiME I 's EDGE OF EASNG PAVEIEPR IAS - A F9ELUI TACR CGAT DRE PFRrCSED CpLTWICTION JONT EIIISTNO SYNKT EATERS PMIPCSr_O A6 HI T CATERS ------------- EUTFEJ 9.9.16E PROPOSED St1L®AS€ ------------------------- FOMPACTCO SLBfRigE CONSTRUCTION JOINT DETAIL AE7 M EN6TN9 ASPHKT LATERO TO O WTNC 5,19BRSE MD REFL#M MIN PTR ErSo AS &T wiLE G UnM l� PROPOSED WIYIN t9F KIR THOO ARPNKT SVEACE 004FSE MEE NOTE a# s MNJAEI ,y FICHES. 9R CIEATER .LS IECESSRry r0 RMIr THE P3RL TIIGOE3± OF €V61NG ASpN,RT LATEIR AS OEfWVllen YT FCNES IfQ NOTE]I NOTES; 1. ASPNKT PAVflEHT IMEMG WkL NAW A PAYEARR OE9 N AOCOPORiOE Irvin Cu NT WCT PRO ODES IYO BE A OpEO BT ilE EMOINFEq. 2 THE PAvENK pE9ON FOR ASPHKT PAYEIENT 'RCENNO SHRy MEET OR ENCFDD EHE OVTRS AV TYPES OF THE IAT OF EIO W PAVEIENT. 5L6 EAR,'. tliRNME OF TIRE EA3SWC ,Mp pp9ppgE0 PAYETh3A' EWLL ME RI FBRW N T1E PA4 ENT 9ESM. 3 A MNMMI OF Arm sLV.t EE TA'@I KONO TIE CENTOE G THEM TRAVEL URE TO 9ETYRMNE THE TYPE AMB TROQES5 M ENBTINO PAVEMENT LAYERS. tH6E O01E3 SHKL 9E SPACED NRI ANE. THRI SOO FET; IPfRT. 4. TE R1JApEM TRAVEL LRE S L KA ERJ,EO A "=u OEPFY OF 1 V. NIYES .Wp HE I, NT TN MI A4+HALT B.FEME GI TO YATA1 T!E RNPC'um PA44ENT wUQpO 91AF1� CgAE9E. LRILEss wMWp EY 51t 0401 S. TEE ENDIEE)1 NAY REQUIRE TIE MWW DEPTH OF THE EEISTINO PAYEETIT TO BE ADJUSTED TO ACNEYE M XMIA91E PAV[IIM OROBs-SLOPE VNO fiFEcnVE. AAn CRRNACE a. E1MrM PAVEMENT MARtNpS AHO NARERS M T4E PROJECT LBETS SHRJ. EE RESTORED % LCT TO TIE APPRCYK OF TIE ENEMIEER. ?. FINK TFOCII REE PAVEAEA'.T TE-NS L CO Epmj TO THE AFAUNElE11T5 6 �FTi9R 315ANCI OF ME SPECkICRTNMIs EN`swl THAT ALL JOEIYS AT LCCAIiCTFR A1N.L E 7ESTm L6NC A ,O FOOT 9TRAL11TEOfE N !E!.'OROAVCE WITH THE REQD;EENT3 A V2i ElSDT A OF THE •5i'REANOS ASPHALT PAVEMENT WIDENING TEvwDN GATE FOR WIDEWNG SU9JECT TO TRAFFIC \NOFaA OEPMTTKNT OF 11I �rrrrrw���w���I�>_�� 5+50 6+00 Irrrur�r�rw>t� 7+00 7+50 8+00 _ - t�■trl�r _ 50 25 0 50 100 �rrrll��I�Ilris;n��lrrrrrrtr�lrs�--'-+r�lr.■ ��ntrr����rlrr�lAlt-�Irrrrr .w i ��I�rt�tT�!rt��t�rtrtwrlr Ali on I � somoBL�--�.Ire.���-++.�+r�uu+t�■�.a...�r.�� L���.��■.� ���tt��wr-ZII�IIrrt��-�rBrtw1_I����ut�rw���t MWO`� ���rlrr����r�����lar�'�_.._~•rrrrw����;r� �r�.�� trrt� � � rr�t�r� � � �rrtrwrs�I � �� ■r.�� ��� �trw �� � � -U c aLJ a'Tuu JIM 4+UU 41r9V SITE DISTANCE PROFILE ENTRANCE ROAD 700 700 695 O 690 in In II 685 r` L) o 0 680 5+00 5+50 6+00 6+50 7+00 7+50 8+00 In 50 25 0 50 100 Date RANDY L KEPLEF Lic. No. 32809 DATE: 01/17/2017 SCALE: - N/A DESIGNED BY: KDP FILE NO. 5100 SHEET 18 OF 20 16-26 ganme backfill r.: I ,�. ealact � d<fill All backfill to b0..V.01ed to gs% MASTM DNS nkvdmum denary. STANDARD generel h -kill CONCRETE ENCASEMENT TRENCH & BEDDING -1- 4".[1 kfll 20 D. I I I^ -L I WP o n In addam to restrairerg each piM of d,e fiding, .rrY IdM ihaE taloa within Eh 4paolfletl length of each branch al the tlding shell bar Vtelnad. L = lBSlminBd length of pipe (PVC ar [API D - pips d'amxer D F" 9' 12' 1fr 10' 2p' 24• L (a) 1 80 1 BO 1 100 1 120 1 120 140 1fA TEE, CROSS, WYE CONCRETE ARCH D m j/ham I+L°—+{ CI 18•,18'11 / 6 y essol l L=reatreonetl ierryph of pips PVCoe DIP) oa tl<hll ,j\ D = Wpe diameter 40 D 0' 0° 12" 16• 18' 20" 24" is w ihl 20 LP) 20 20 20 20 20 20 20 • HORIZONTAL BEND RESTRAINED JOINTS FOR p:1 TEE, CROSS, WYE AND HORIZONTAL BEND FEB 09 -2- ♦!��/ j�rfti.s. required! W da schedule 40 steO pipe need .111h cd—st.p�itii\� �, Iiia wedis - �//vim/� EL N_ 11OLLARD DETAIL Weep hot.. shall inct l il.iblect . being brfarl I aquked 1--peed""", x6 deep Manad� � �z•m1n.'e°mmc. �V/ Ali/ spilpl by Sell ben Wdeed 2 -0 minimum gaskoted Pipe end fitknge W x 4" gesketad bell wya solvent wdd cep prppelU Dt D2 Both pati of the ft,,g sheill pe—Odd. In atlrd4dn, ell J... within the sped fled length on the large aids of the reduau Stell be minermd. L (fl) L = resksinetl length of Q? 01 pope (FvC prplPl D = po"asmkhdf REDUCER I-� L (�---I In edmil .-Valnhhg ole eonnopl, -, any pint 9. 1'I, MIN, the apediled leng9e shall be reseelred. D 6' 8• 12' 10' 19" p' 24' L- reehair,e l lenge, of qpe (PVC or DIP) -0t) SD b0 100 120 120 140 180 D - pipe pill W VALVE, DEADENO RESTRAINED JOINTS FOR REDUCER, GATE VALVE AND DEAD END FEB 09 -3- FEB 09 Ail pips and jilting. sh.R bet SDR alli ° —1 tea Will, 5' brand! GRAVITYSEWER LATERAL FIRE HYDRANT ASSEMBLY FOR MAIN WITH COVER 15 FT OR LESS °8° APR 09 -22- FES 09 rr Cap tol Foundry f VA, Ix. Ill beanng cls uN mphds trema .end caner Ite Na.° Vil PansHa Model PA4SVCSK (41 cast Iran cleanout wp with starlbazd gasket and brass pWg haJng aceuntemunk square hearFp one skid pad finlfY� \ —\ / �r- uis- lgra d Va Efl�m� IWE l ew. Ilnlshed grade down band Ld = dawn bend reamlhned length m pTre (PVC ar Din depth 4 I min.. Lu • up bend rap whsd lengths}pipe (PVC or DIP) pipe diernma� ep bend \> !d tleplh D Each de W soy —del oh®el bendshell ri antrIll %t, add)Cian. arylplrnihat jells w4hmJ- Ihasp 'fled) gih-each ride f the fltdog shall. restrained. D m 8'A 1Y 18•,18'11 24• x21 2° g 20 20 40 40 is w ihl 20 .�4r spilpl by Sell ben Wdeed 2 -0 minimum gaskoted Pipe end fitknge W x 4" gesketad bell wya solvent wdd cep prppelU Dt D2 Both pati of the ft,,g sheill pe—Odd. In atlrd4dn, ell J... within the sped fled length on the large aids of the reduau Stell be minermd. L (fl) L = resksinetl length of Q? 01 pope (FvC prplPl D = po"asmkhdf REDUCER I-� L (�---I In edmil .-Valnhhg ole eonnopl, -, any pint 9. 1'I, MIN, the apediled leng9e shall be reseelred. D 6' 8• 12' 10' 19" p' 24' L- reehair,e l lenge, of qpe (PVC or DIP) -0t) SD b0 100 120 120 140 180 D - pipe pill W VALVE, DEADENO RESTRAINED JOINTS FOR REDUCER, GATE VALVE AND DEAD END FEB 09 -3- FEB 09 Ail pips and jilting. sh.R bet SDR alli ° —1 tea Will, 5' brand! GRAVITYSEWER LATERAL FIRE HYDRANT ASSEMBLY FOR MAIN WITH COVER 15 FT OR LESS °8° APR 09 -22- FES 09 rr Cap tol Foundry f VA, Ix. Ill beanng cls uN mphds trema .end caner Ite Na.° Vil PansHa Model PA4SVCSK (41 cast Iran cleanout wp with starlbazd gasket and brass pWg haJng aceuntemunk square hearFp one skid pad finlfY� \ —\ / �r- uis- lgra d Va Efl�m� IWE l ew. Ilnlshed grade down band Ld = dawn bend reamlhned length m pTre (PVC ar Din depth 4 I min.. Lu • up bend rap whsd lengths}pipe (PVC or DIP) pipe diernma� ep bend \> !d tleplh D Each de W soy —del oh®el bendshell ri antrIll %t, add)Cian. arylplrnihat jells w4hmJ- Ihasp 'fled) gih-each ride f the fltdog shall. restrained. D e' a° 8 12 IB", 18.829" 24" 59 1)4° Ld (fit 20 20 20 20 Lu (f: 20 20 20 A RESTRAINED JOINTS FOR VERTICAL OFFSET -4- FEB 09 N m °J E asNN 0 cc J C 120 a C pp N IO _ Eb n T2 7 F �z a , 64 Z w W z w D m 8'A 1Y 18•,18'11 24• x21 2° Ld F l 20 20 40 40 w ihl 20 20 20 M D e' a° 8 12 IB", 18.829" 24" 59 1)4° Ld (fit 20 20 20 20 Lu (f: 20 20 20 A RESTRAINED JOINTS FOR VERTICAL OFFSET -4- FEB 09 N m °J E asNN 0 cc J C 120 a C pp N IO _ Eb n T2 7 F �z a , 64 Z w W z w Rev. No. Date TH p Y r RA DY L KEPLER a LIC. N4. 32809 DATE: 01/17/2017 SCALIE: N/A DESIGNED BY: KDP FILE NO. 5100 SHEET 19 OF 20 16-26 E - l_ �I -- ~ IJ I I~ Z fti Z V Q P--, ->- t Ir' p:1 0 z 2 0 �S4 if� Rev. No. Date TH p Y r RA DY L KEPLER a LIC. N4. 32809 DATE: 01/17/2017 SCALIE: N/A DESIGNED BY: KDP FILE NO. 5100 SHEET 19 OF 20 16-26 SLIM12 AHN MAX AVE BOW SLIM12 PLAffi 0.01 5.58 0.69 3 593.50 E Z H� Q CAST BROI PAINTED FINNED META, WITH 1 LED, MOLDED PLASTIC REF PrQjeQt Technical Specifications (continued) W 14 RAB ALED IRAB LIGHTING, I, WPLED104 /ALED104 (15 -DEGREE UPTILT), Q Optical .- eIJG R,dirJgg CAST FINNED METAL HOUSING, 4 C, LED, MOLDED PLASTIC REFLECTOR LAMPS: 4 , 8817 LUMENS, BLST: , LLF = 1.00 25.00 III Rating: at U0 Go Idnapsrald Ell Dabs: B7 Ln Go m�i ry I1I--��I �W F-1 04 0� G= -I �Wmenslan. FeaWrea V3 Driver Info LED Info - 1fi3mm Pub cula9, iwly aniedetl LED wTlped[ ` W Type'. CCnatent Cu,lenl a' ]2W Inv.. 0.12A Cob, Temp: 51901( ^I { Gan be used es a do- Ight car uplylhI 2U91 o.ggA CWa, Ava[m^y: 71 cle Conrail lnaMy faeWres l« easy,nnauation 240V:O.WA L7o Llrespen', 100000 1 277V. O.Q6A Lumens:. 1978 0.no /00.00ur LEU Life I^pd Wats: law Emery' 725 LPW q 9 SYear Warranty 12, 111 aid 2$-1 SLIM *alipacks ape Cera auto-[ and deliver Impressive light Enclerrty. 75% distribute, *11119 odmpadt knv-gratia aeagn "I's Per eaay t0 III a9 d downlght or uplight, - . �' Octal Bmnle Weight 4.51de 4 Technical Specifications Listings H s e: Llfeapan: VL Listl g Pre - - d. -*natal m-orlboustn9. 1 W.C[ lore LED Allspan based oro TES LM -80 S[ Table for I W lions. Suitable Iv mouin., lrilhin Mpueltlrlg recalls and TM 21 caltuldivina. F�1 S 12m ON ofare snounaHc.v, ColorConsistency: 9� 9emm { DLC Listed m6untltg ugetl housing I.,� easy ..y soruty ia41 Grm. nradkal with tn 7-step MarAdmri ElNpse hnnllg 10 achieve rnns51wi1- - -- - - -^- , ` Ttw Poduct' tea by Design Lights Consortum Recommended Mounting Height: f 1rxslp-fixkiee color. ��---- - (DLC) assn lira-egid lot p solum paamxi that gual114¢ Far the hghnnl Car aI rebates Imre DLC UP to a R. Color Stability: Ordering Matrix Acdoide, UI Lpna: LFA dolor tanperaiure is w irrai9Jed 10 ill no nlpre ULC Pmducl Code: PMV1780C than 2001( In CCT ovara S y -pa eat Famlty Walla Color Temp Finish photc.11 Dimming ADA CDmplianb: Tempered glass lens. COiIM Uniformity: SLIM SLIM -is ADACanpenL Regactar. RW, -go cl CCT(Conchated Color Tdmpaature) Dark Sky Approved: Specular 1--dPil Baskets: fora* ft gufdalinln For the Arvin-Netioual Standard M, SpeoRr Gone for the ChmnetirAy of 24=26W Blank-601(Cod) is = law Y - 30O W [Warm) Bfnnk -Rranm alenP a No Phicimall Bell No Durr"', W = While IK 120V Bullion III - DATmable The mlematrolrae Dark SR A d halloo has approved Sky Solid S1aoe Lighten SSL Produgz, ANSI C78 377• 9( ) 12-12W N.4000K(tJeuball IPC2-27NBIaron ' bla pmducl sea full olrJ6, tultyy enlalded lurnreirs. kgh-temperal Illi... 2016. IPCT=130.27ry T 'atlod4 IESNA LM -79 & LM40 Testing: Finish: Electrical ._-._...... .. ..................._..._-- RPB LED lumirrgros have been I®sled by an Pormdlaled lar hih1tsaMu and Amongcolor. g Y tl^9 Driver: ndependan labaatcry In adNitlAnra wih IESNA LM_ 0", Technology: C -tent Comm[, Class 2. lM2TrV loved Hit 4KV 70 end LLb80. and have namivad the D9Panrrdni bl Maroury end UV flea RDH$edrnplienlw-irte. surge pmAa.9pn, 350"" Ino-240VAC 0.3-o.15 Am> Energy-Ligh5ng recte'l l Potyarter powdar mat hash lcr[nW0160ared 0n me 277VAC 0.15An#ps, Pullet Fodor 99%. Constructionsae of VOC or told. hall matto Other IP Rating: LED Charactedtics s Callionda Thle 24: Ingress Proterrm rating or MPDS for dud and water LED: SUTAL2 mrJrplies with 2013 DHlllgda Tile 24 building Cold Weather Starting: Mup-chp, II LED, and e7ecbleelmded-a Jesuenmtould-luturs Ml Olmum staning Iompomture 5-49°F [-90° C) Sear SLIMINPC Aura medal that complies asa Cannddd duMdeS rcn-pale-oroormul lrmm_5_30 Maximum Ambient Temperature: Were. Sudebla fix use In 104• r (4WC) ambient pllthinta: tempeealuros Thedil of the SLIMei u: protected by patents in Thermal Managelne111: US. Pat Dfi61,889, and ponding paten. to Canada. Superior neat 5nklrp wigs intemaY Air -Flaw fin¢. China. Tal a, and Moicid. HID Replacement Range: Replaces 7: Male" Hafde- Need help? Tech help One; (III RAa•1000 Enw'.I. *"A@mh93'eb.cem Webslre- www.mbwek.e0m a ge I ell Need Ife1Pi Tach help Eno: (III RAS -1000 Ercall. Wab51m. *whirlablmb.com Pag r 2 a' 1 Copynght0 2014 RAIZ Ughtmg Inc.. AO Rights Reserved Note Sp-lidatuats ale subject to charge at any lime without notice Copyright rO21119 RAE Ughdog Ix. Ah Righl4 Reservetl Nble: SpWRc timsare subjad Io changed any more without ndlre WIPLED104 RAS WPLED104 RA �� �--. � _ - prolaet: -� i Type. Technical Speciflcatlolus (eontinlled) ' Other opllioal BUG Rating: it prepared By: Da4a' ip FEquivalency: sale040 E IB t W A00W Ma181 Hapdp B1 U7 G3 J Faaturoe Driver Into LED Info ! -23.88cin-� HJgh periamerlcs LED rghl Angln. Type: Ccodi Current Wage', 104W 120V, 4.95A Cd.r"lial 5003K PAaFllans 70%OA InRI011umen9 %109,000 hors 208V' OSHA Cara Accuracy: 71 CRI WeaMerproal high temperature silicone geeke5 241W; 0.51A L70 Urespan: tOWDO 4 277V: O' -44A Wruns 19,128 Supador helit slnkng with die r�eslalumlhum housing and edema one Input Wales: 106W Encs6y: 124 LPW 11 Replares 400W MH LED 114W Wal4acks. S mk%r mbrPrla. Patent Pending 1111 management E hendY' 98Y6 I31/a' e ham-t00,OW Fqur L7o llAserni SYear Warranty (1)moon up calor: Bmr1m Wesghr, 26.0 Its _._ __._._. _____..-___. __. __.__._..__. -_ 5-y amentyoas 5 -year warlarry 1 Technical Specifications 1 DuraH: Color Stability: UL Listing: Startled (IT) LED mloi lempanlure s wertedied thelrift no roma UL Suitable for Wel Locations as IJ91W lustLena: than 2pOK in OCT over a 5 year, pergd. OownEghi Wy1 Mount Only. TemPeratl glass CQIQT Uniformity:433 ren DLC Listed: Reflector: RAa's rants, or CCT (correlated cow Tompamaae) ��_ This product is lisfed byD seg Lights Consmsum 01Mthe gddell0esdftheAIftsch Natldnal ..77 _____ - (DLC) 9s, &1 uan-ePSdant p m product that Speduler vJlplum mcldlil J polycaJhanalt. 9tpntlaN {or SpedFlea4bns far the Chromate -try of St -. --- - .T- r -� guall for 1119 hlghesl tier of rebates Oum ULC12pakata: solid Seale iigMing(SSL) Pmdunts, ANSI Ordering MatrixMednuer UAldes-. DLC Product Code: P000017M High-tumpedure siL.- CTS 377-2411. Elactrkal Finish: Family GVIoH WMpc DOWi Tiplp _ F7ahh VDs101 Rho[ooalt BKave1 EBNA LM -79 & LM -8O Testing: RAR LED L.. e have hear leiudh ^^ FermulalEtl forhlghAura0lEty a Id lone reeling calor. 4dver. .. - - _ WPLED ....-. ..� ¢ Y Pdapentbn4l hvalary In acaxdknce with [EBNA LM- Gratin Technology: Constant wrteni. CPass. f, 1 W -27N, SQIt'A Hz, OV Surge Prolecaon, 700mP, 100 -277V -0-95P, Power _.. Blank=GlsMeld 104-INW Blank=5DOOK(Ce l BImk.Bmllze Btant-120Blank=No Ph.hi.ail Blank -No Bi -Level 7G and LIA>30, stat hove remixed the 0eparhrart of Energy'Llghling Farts- label. Mercury and UY free. ROH$ 00inplianl Watemants. Factor 9g-- , G=Color Y-YOWK(Warm) WoYm6e MG 426V IPGS=i2W Swivel tai=S♦Level Constructionn Polyester powder coat lahath Iormuleled wllhed the ub of VOC a brio hoary rciatels- THD: FC F "c -N = 4000K ( 11a1lral1 - 277VSwivel YPCS3 27 IP Rating LED CharaYeristics 11110, 1% at 27th Ingress Phnddlduorril, ai 1P68 for duaL nU *stir - - LEDs: P -.r Power Factrn: Maximum Ambient Temperature: pour mulp<rAp, hgh,cutpul king -life LEU . 99-8% at 12ov, 91.914 A 277V Other Suitable Iw uaoin 101' F (40°C} ambere LSiespen: ten -glue les CalHomla Title 21: Thermal Management 100,000 -hour LED Hoepe, based on IES LM+i9 TM -21 See WPLED104BL for 02013 CWrorni i Title 24 resWls and mlalau.... dont ompaan product. Any addinenel component. Super- marred menagamon wtlh azlamd An-Fbw CQIQr renOJiremenls will be fill in the Title 24 section under Ens 7-,AAp Macal Ellipse binning to sell love cons5tenl Idd local spaiscailons al rhe product page, Housing: 6xdure-ht5durs nolo' patents: Precision de -cast aluminum housing. doorframe arm The damgn of me WPIEDI04 IB pretesiW ay parents and with Meckel, Wool In U$, 0-da.China. Taiwan arra Maiden_ Mounting: Warranty: 111-111" "Iwall 1111,11 with IS) I!2' holWuit RAE w9nan 2 that out LED products roll be fret horn openings with Pk1gs. Twacus a bracket with Iterser ^r dAl" in mate Is Al -kmanship hi a Period of sass of'madllalion and I.M. Eve (5) years Irvin the date of delivery b the entl user. Arm: 9wluding coverage of fight oullluL color suat tly, diver pd. -non, and future ralsn. DA -canal aluminum with wring armasa plar9. Need hall Tech help Ane: (B88) RAR -1090 Emad'. sd-graQwab.00ln Wahl -rt, tiweb,com Page t of 2 rrood Help? Teak help One: (311 RAS -1900 Ercall: m es®rativreb.com Wabslte' wwu.rabweb.eem Page 2912 Copyright02014 RAS Ugfdlrl§ Int, AH Sola Reserved Nose- SPadAcallnrcs are witiectto "neo at any thrift, without notice Copyrgy1l9a2014 RAS Lkil Inc. All Rights Reserved Note: Speci6callons aresubjM to chatW many Umawlmeul notice SIGHT LIGHTING PLAN TO COMPLY WITH ZONING ORDINANCE SECTION 165-201.07 REQUIREMENTS. LitePro 2.030 Paint -By -Point Results PROJECT: ADDITION/M&H GROUP: M&H BLDG 2 ADDITION AREA: New Area GRID: New Grid PREPARED BY: VALUES ARE FC, SCALE: 1 IN= 80.OFT, IIORZ GRID (U}, HORZ CALL, Z= 0.0 Computed in accordance with IES recommendations Statistics GROUP AHN MAX AVE AVE/MIN MAX/MIN + 0.01 5.58 0.69 72.45 593.50 Luminaires Used 4/17/2017 TYPE QTY TEST# DESCRIPTION S 3 RAB SLIM RAB LIGHTING, I, SLIM12, z E Z H� Q CAST BROI PAINTED FINNED META, WITH 1 LED, MOLDED PLASTIC REF LAMPS: (1) , 1535 LUNMNS, BLST: ,LLF = 1.00 8.00 W 14 RAB ALED IRAB LIGHTING, I, WPLED104 /ALED104 (15 -DEGREE UPTILT), Q µy E- CAST FINNED METAL HOUSING, 4 C, LED, MOLDED PLASTIC REFLECTOR LAMPS: 4 , 8817 LUMENS, BLST: , LLF = 1.00 25.00 rAxra TJ1.fF 7M.# 7M x AAAI 4491 1[O,H 114.A .r.g It - [1 A Ne.91 'Al lM.9t J50.9L J10.A 199.A ren tat 4m.5F kq,9} IN. 4M1p 14691 ]R.A J® a 330 R ApOaNA Or allslnn.a nit.» 2IDp SN.9 11.As do Pa,w ssa.er 1wA 1!9}1 1101 IMA IN% IIPR ]0051 9191 1104 Jt9. 4t94 300+ It. 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