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HomeMy WebLinkAbout16-18 Site PlanGENERAL NOTES: The property delineated on this plan is located on Route 277 (Fairfax Pike) in the Opequon Magisterial District in the County of Frederick, Virginia. The development of this site shall consist of the existing office building and truck, fleet maintenocne facility, and existing self -storage buildings to remain. This portion of the development shall include proposed self-service storage warehouse facilities, considered Phases 11, III, and IV. The development shall be contained within the limits of parcel 86-A-193. The total acreage of the tract is 11.2847 acres. 2. PROPERTY OWNER/DEVELOPER: 1400 LLC/ White Properties of Winchester, Inc. 1520 Commerce Street Contact: Mr. Willis White Winchester, Virginia 22601 Telephone: (540) 667-1710 3. ENGINEER/SURVEYOR: 334,597 Sq. Ft. or 7.6813 Acres Painter -Lewis, P.L.C. Floor Area to Lot Area Ratio (F.A.R.) Maximum: = 1.0 817 Cedar Creek Grade, Suite 120 Contact: Timothy G. Painter, P.E. Winchester, Virginia 22601 Telephone: (540) 662-5792 4. LOT DATA: VDOT CURB & GUTrER Tax Map Number: 86-A-193 Parcel Area: 11.2847 Acres Existing Zoning: M2 Industrial General District Existing Use: Office uses permitted in M2 District, Truck Fleet Maintenance Facility Proposed Use: Office uses permitted in M2 District, Truck Fleet Maintenance Facility been disturbed as a result of this development. The new and Self -Service Storage Warehouse Facility Previous Approvals: Site Plans (SP) #22-79, #16-82, #28-97, #36-97, #30-15 5. ZONING REQUIREMENTS: requirement. Density: Parcel Coverage must not Exceed 75% Coverage EDP (Impervious Areas < 0.75 x 11.2847 Acres = 8.4635 Acres) F.A.R. Ratio: Floor Area to Lot Area Ratio (F.A.R.): </= 1.0 Setbacks: Front Yard Setback: 75' Required (Primory or Arterial Highway) to this site, have been indicated on the plan. Side Yard Setback: 25' Required site will Rear Yard Setback: 25' Required Building Height: 60' Maximum Parking Existing Office Space: One space per 250 Sq. Ft. of Office Floor Area 5. All self -storage facilities shall be done in strict conformance with the County of Frederick, Existing Truck Maintenance Building: 2 spaces per service bay Existing Facilities: Existing Office Space: 16,427 Sq. Ft./250 Sq. Ft. => 65 Spaces F.LT. Existing Truck Maintenance Facility: 6 Bays/2 Per Bay => 12 Spaces Go. Existing Self -Storage Metal Buildings: (3 Office/3 Employees) => 6 Spaces GM Existing Storage Trailer: None => 0 Spaces Proposed Facilities: Phase II - 33,000 Sq. Ft. Building to be used for Self -Storage HCR No Additional Employees => 0 Spaces HIS Phase III - 19,650 Sq. Ft. Self -Storage Building HDR CURB No Additional Employees => 0 Spaces HP Phase IV - 24,000 Sq. Ft. Self -Storage Building HTR. No Additional Employees => 0 Spaces INC TOTAL SPACES REQUIRED: 83 Spaces Parking Provided: 121 Spaces Total IPFIRON 6 HDCP Spaces Required (Includes a minimum of 2 van accessible space) IPS 115 Standard Parking Spaces Loading Spaces: 1 Loading Space per 40,000 Sq. R. Required: 151,288/40,000 = 3.78 => 4 Space Required Provided: 4 Loading Spaces 6. PROPOSED DEVELOPMENT: Frontage: 323.49 Feet Parking: 121 Parking Spaces (6 HDCP, Includes 2 van accessible HDCP Spaces) Lot Coverage Coverages: Proposed Building Area: 60,150 Sq. Ft. AIR RELEASE VALVE Existing Building Area: 74,288 Sq. Ft. ASSEMBLY Existing Asphalt Pavement: 76,951 Sq. Ft. FLOOR Proposed Asphalt Pavement: 39,447 Sq. Ft. BLOCK Existing Concrete Areas: 9,698 Sq. Ft. BOTTOM OF CURB Existing Gravel Areas: 74.063 So. Ft. BUILDING MOUNTED LIGHT 334,597 Sq. Ft. or 7.6813 Acres F.A.R.: Floor Area to Lot Area Ratio (F.A.R.) Maximum: = 1.0 BASEBOARD F.A.R.: 150,938/(11.2847)(43560) = 0.307 Proposed: = 0.31 Setbacks: Front Yard Setback: 33.70' (Grandfathered) VDOT CURB & GUTrER Side Yard Setback: 48.62' CAST IN PLACE CONCRETE Rear Yard Setback: 100.00' Building Height: Ex. Office Building: 35' CONCRETE MONUMENT FOUND New Two (2) Story Self -Storage: 40' Maximum Open Space: 11.2847 Acres - 7.6813 Acres = 3.6034 Acres .s No additional area has been disturbed as a result of this development. The new pavement and buildings are being constructed on previously disturbed land areas and paved surfaces. The site is grandfathered for the disturbed area exceeding the 75% requirement. EJB LANDSCAPING: EDP See Sheet 12 for Landscaping Notes ZONING NOTES: EDGE OF GRAVEL 1. All easements, which are applicable to this site, have been indicated on the plan. 2. Development of this site will not result in the disturbance of any existing environmental features. 3. There are no known Zoning Violations that currently exist on this site. 4. Recreational vehicles (RV's) will not be stored as a part of the self -storage facility operations. 5. All self -storage facilities shall be done in strict conformance with the County of Frederick, Virginia Zoning Ordinance, Section 165-204.18(G). WMTE 00OFFIRME0 OF 0000000009 MC. 000 oUUME00 0000= PHASES X09 M9 Q SOI 1114 FyA\IIR�FyA� INIIr"X 00 rE 00009 W 00 � O] A 220000 0 00E0OOO N LJVL AMSTEMAL IM37MCO no ODBC 0000 #10�� COUNTY OF FREDERICK V FREDERICK COUNTY, VIRGINIA y Line Drive 9c '+ P $Pc F 9c y. 0 O kL 2J� ryE' 3 a SOTash Pve• u d D Fairfax Pike v � .5 a� SIT z 'a c O Pm„� ,Dyo vo S y O SD s� VICINITY MAP 1"=1000' F UOSON W-866-AMGpkL2by9n�app(Mp rMaB6A Mak W(O„ryn(ep� 199 ,,,. �_/ VA. S7A� O UTE R636 OA /xV.%IGMr560.T 8.812i�.5�18 RAW zow�w':.el zamvG RA II N29(b�.F I 3Z.xsr W -W6 -198 wsrRrab o�96 4ZJ41 M'5W82119 A31115 ACRES I� ZON9An RA V.D.O.T. ENTRANCE: THE EXISTING ENTRANCE WAS IMPROVED DURING PHASE I FOR y THE COMPLETE DEVELOPMENT OF THIS SITE. NO ADDITIONAL WORK M IS NEEDED FOR THIS OR FUTURE d PROP. PHASES OF DEVELOPMENT. FSTORA EX. BLDG. k1 i AREHOUS Me w .Id :en P FACILITY B RaCM G. JMnwn•N 9.bsla, PGS51 R PHASE III, n1csA'zs'E e z6ARNa RA $ a a� BLDG. w7 7M=86 -A-193 - EA 19• 1NSTR.�150002729 F.FB Vanes 11.2847 Acf es >D PROP. SE -STORAGE / I I r7r 71 WAREHOU E FACILITY Er 1 o 9 PHASE! BLDG.N8 ii T i O v BS -AREA: 24.00 sf. (1005240')E z a $ m F.F: 34.60 "� Q SELF-STOR40- a WARE IX. BLDG. #2 S� I P=ACIU PHASE II, EX. SELF- ORAGE E ITWO STORYI WAREHOU EFACILITY WAREHOUSE FAC $TOgAGE PHASE IA, BLDG. #5 P REA: 93,000 sf. ASE 1, BLDG. ASOU ' FOOTPRA�" AREA: 24,080 Sq FL (120'x200.67') � t. �N T101iti$ Ge,n: EX. F.F.- 34.80 BLDG. 93 i �./a>�`a(ib`i5i s00k168') � F - 734. � III zoNavG RA 519'19'21TY 596.J1' J rM-46E 192 0 as 9 CLQ SZBjMF RA A85WMOLDNWs L4.C. msrR/'d+aoa>2as ZONING M1 \ PROJECT OVERVIEW 1"=100' Op mann G. PAINTER No. 18260 ABBREVIATIONS ARV AIR RELEASE VALVE ASSY. ASSEMBLY B.F.BASEMENT FLOOR BILK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG -2 VDOT CURB CG -6 VDOT CURB & GUTrER CIP CAST IN PLACE CONCRETE CL CLASS CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA DIAMETER EJB ELECTRIC JUNCTION BOX EDP EDGE OF PAVEMENT EOG EDGE OF GRAVEL EX. EXISTING F.F. FRST FLOOR F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN F.LT. FLOOD UGHT Go. GAUGE GM GAS METER GV GAS VALVE or GATE VALVE HCR HANDICAP RAMP HIS HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER INC INCREASER NV INVERT IPFIRON PIPE FOUND IPS IRON PIPE SET LP LOW POINT LT. UGHT MLP METAL UGHT POLE MPD MULTI -PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NUT NO LEFT TURN NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PN POST INDICATOR VALVE PL PROPERTY UNE PP POWER POLE PR. or PROP. PROPOSED PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE R.D. ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY SEW. SEWER STD. STANDARD T.B.A. TO BE ABANDONED T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED or PROTECTED TB or T.B. THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP or TP. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CAN UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WrP WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS IN FEET +00.00 PROPOSED SPOT ELEVATION x(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1/8" PER FOOT. TRANSITION THE GUTTER OVER A 10 LENGTH (TYP). LIST OF DRAWINGS: SHEET 2/12: CONSTRUCTION NOTES AND MISCELLANEOUS DETAILS SHEET 3/12: V.D.O.T. DETAILS & EXISTING ENTRANCE INFORMATION SHEET 4/12: V.D.O.T. TRAFFIC CALCULATIONS SHEET 5/12: OVERALL SITE LAYOUT AND EXISTING CONDITIONS & DEMOLITION PLAN SHEET 6/12: PHASE II SITE LAYOUT PLAN SHEET 7/12: PHASE II SITE GRADING PLAN AND EROSION & SEDIMENT CONTROL PLAN SHEET 8/12: EROSION & SEDIMENT CONTROL NARRATIVE, NOTES & DETAILS SHEET 9/12: STORM WATER MANAGEMENT: POND & STORM WATER QUALITY DETAILS SHEET 10/12: WATER MAIN EXTENSION: PHASES !I, III, & IV - PLAN and PROFILE SHEET 11/12: FIRE LANE SIGN DETAILS and WATER MAIN EXTENSION DETAILS SHEET 12/12: LANDSCAPING PLAN and NOTES & UGHTING PLAN and DETAILS RESPONSIBLE LAND DISTURBER CERTIFICATION # DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION & MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS. APPROVED: COUNTY OF FREDERICK, VIRGINIA SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL WP BUSINESS SS PARK PHASES 119 1019 Id QO #16-1 a 1114 FAIRFAX PIKE OPEQUON MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA PAINTER-LEWIS, P.L.C. 817 CEDAR CREEK GRADE, SUITE 120 WINCHESTER. VIRGINIA 22601 Telephone: (540) 662-57925792 Facsimile: (540) 662-5793 Email: office®painterlewis.com CONSULTING JOB NO.: 1407021 SHEET: ENGINEERS APRIL 23, 2018 1 /12 LATEST REVISION DATE: SEPT. 6, 2018 CONSTRUCTION GENERAL NOTES: 1. All work and materials shall conform to the current standards of the County of Frederick, Virginia, the Virginia Department g g p of Transportation (V.D.O.T.), the Virginia Uniform Statewide Building Code, and the rules and regulations of the Americans with Disabilities Act, where applicable. 2. Erosion and sediment control shall conform to the standards and specification of the Commonwealth of Virginia and the County of Frederick, Virginia, where applicable. 3. It shall be the responsibility of the contractor to notify "Miss Utility" at 811 at least two (2) working days prior to commencement of any land disturbing activity.ivitY • 4. All existing utilities have been shown based upon the best available information. However, there may be existing utilities which are not shown and should be located. Therefore, it shall be the responsibility of the contractor to verify the location of all existing utilities prior to construction. Verification shall be done by way of a field survey or excavated test pits. Any discrepancies between these plans and the actual field conditions shall be reported immediately to the engineer or the County of Frederick, Virginia when applicable. 5. All proposed utilities shall be installed underground. 6. It shall be the responsibility of the contractor to obtain all permits necessary for construction prior to commencement of work. An approved set of construction documents shall be present on the site at all times. 7. Topographic information was derived based upon U.S.G.S. datum by a field survey performed by the Survey Division of Painter -Lewis, P.L.C. and established at a two foot (2') contour interval. Confirm vertical elevation benchmark information with the surveyor. 8. No Geotechnical report has been furnished for this project. 9. All radii designations indicate centerline of the trail, face of curb, edge of pavement, or edge of stone pavement, where applicable. 10. The contractor shall coordinate the relocation of and the connection to all existing utilities with the appropriate utility company, if applicable. UTILITY COMPANIES: Verizon (540) 665-3153 Shenandoah Valley Elec. Coop. (540) 450-0111 Shenandoah Gas Company (540) 869-1111 Frederick Water (Water and Sewer) (540) 868-1061 11. Where plans call for matching existing concrete or pavement, the Co p 9 9 p retractor shall provide cut joint or asphalt overlay or both as required to provide a smooth transition. 12. All property corner markers disturbed or otherwise obscured by construction are to be replaced and verified by a certified land surveyor at the Contractor's expense. 13. Pavement construction and material items called for on the plans refer to VDOT standards and specifications. 14. Fire lanes shall be delineated as directed by the County of Frederick Fire Marshal. 15. The Contractor shall obtain permission from adjoining property owners prior to conducting any off-site construction activities. 16. The Contractor shall coordinate the relocation of the existing utilities with the appropriate utility company as necessary. 17. The Contractor shall obtain a Land Disturbance Permit from the Public Works Department of the County of Frederick prior to initiating any site work. 18. All exterior lights shall be positioned to preclude direct illumination off site. 19. Add topsoil adjacent to the curbs, sidewalks, and trails as required to account for soil settlement. 20. Provide a separation of at least three feet from any site feature more than six inches above or below the elevation of the closest point in any parking area. 21. Provide traffic controls during construction activities in the public rights-of-way. 22. Provide "as -built' drawings for all improvements as required by the County of Frederick. Coordinate the scope and format of the as -built with the Public Works Department of the County of Frederick or Frederick Water prior to beginning construction. 23. Construction of this project may not begin until plans have been approved and a pre -construction meeting has been held with the appropriate parties. FREDERICK COUNTY INSPECTIONS DEPARTMENT CONSTRUCTION NOTES 1. All buildings shall comply with the 2012 Virginia Uniform Statewide Building Code and Section 311, use group S (Storage) and Section 304, use group 8 (Business) of the 2012 International Building Code (IBC). The ICC/ANSI A117.1-03 accessible and usable buildings and facilities code, the International Mechanical Code for air change, 2012 International Energy Code, and the 2012 International Fire Code are applicable to this project, as well. 2. A building permit is required for the proposed warehouse facilities. 3. Table 602 IBC fire rating of the exterior wall based on separation distance between the two warehouse buildings shall apply. These buildings shall comply with the height and area criteria, as permitted per IBC T503 with applicable increases. Building $5 shall be constructed with on 8" CMU fire rated barrier to achieve the required fire areas to be less than 12,000 sf. The proposed self -storage warehouse facilities meet the allowable code increases, as permitted by code, with the appropriate fire -rated barriers. These barriers shall be designed with the building plans. Please note that the location of the fire barrier Is critical to lower the fire areas to lase than the requirements under IBC, chapter 9 for firs, the suppression system. 4. These buildings are required to have two accessible exits. All accessible exits shall provide a safe area a minimum of 10' away the building or provide an accessible route to the public way. The accessible routes to the main entrances shall not exceed a 1:20 (5%) slope. All landings at the doors shall not exceed a 1:48 (29,) slope and the thresholds shall be exceed k" in depth. All required exits shall be accessible and meet the requirements of IBC, Section 1007. 5. All handicap parking and loading, entrance & exiting entrances, and signage shall be in accordance with ICC/ANSI A117.1-03. These facilities on this site shall be constructed to match the proposed grades, as indicated, to ensure that the necessary accessibility requirements are met. The unloading area shall have a maximum slope of 2%. The spot elevations have been provided to indicate compliance with the applicable code requirements. Van accessible signage sholl be provided, as required per USBC, Section 1106.8. 6. All accessible curb ramps shall meet ANSI 117.1-09, Section 406.1. A landing with a minimum depth of 36" shall be provided at the top and bottom of the ramps. 7. This building shall comply with 2012 International Energy Code. All systems shall be included in the evaluation of the building performance. The vestibule area shall meet ANSI A117.1-09; and is required when the exterior main entrance door enters into an area that is greater than 3000 sq. ft. of open floor space. 8. All architectural and structural plans, submitted for permit, shall be prepared and sealed by a certified design professional licensed to practice in the Commonwealth of Virginia. Special inspections, as specified in Chapter 17, shall be required for these structures. Virginia Deparrumm d TrnmMitaBm Stauntm Dison Rev. June 19, 2013 VOOT aenarel Nobs V1. All soak ch this project shall rmform M the antral editions of and latest reunions to Me Virginia Department of Treapor n (VDOT) Road and Badge Specifications atm Standards, the Vlryinia Erosion and Sediment Coning Regulations, atm any other applicable slate, federal or 1=1 regulation. In case d a tliswepan, m ccr in between Me Standards or Speciflwtlons antl Regulations, the most songwa shall gcomm. V2 All constructor, shall comply and, Me latest U.S. Department of Labor, Oaupatoml Safety and Health Adminiucem (OSHAI, and yfil Occupational Safety antl Health (VOSH) Rules and Regulaxgns. V3. When semi ng within VDOT aghtof-say, all tang[ comb a whither permanent tie t temporary. Shen by r vat am land wise theper cement coition of any fro Work Area Prwiffi on Manuel. ri ht of rtetlon managaned plan needs to be sudnMed M approval atm lane ux permit tissued pNor M an exemdan of wltnira me war m r awe. aB Y V4 The shall be ret si unlit relocating, at hire n ontl all opium. developer pan xptme, a u Neo, Indedi irafic al les unction bores mntrollea etc. 9� Y ng agn pot , I oared b war or Me p rolls din con,anis lt Y M D M panics s the sola responsibility of Me aeveMp« to lokao and itleiay dilay MWMes or items mat maybe in canakt aim Me plsgostld c«stmd'gn actinry. VOOT approval of Mese pans does not Mdemdy the tlevelaperir«n tide resppneidltiy. Vs. Design featoms relating to field construction, reguMtions, and Section safety, of traffic may be subject to change as seemed necessary by VDOT. My adaxional expense incurred as a result of any field rental shall ba the reepmabilimy of the developer. W. If inquired by the local VDOT Land Dewinfor rat Office, a we-mnstructlCn conference shall be arranged and hand by the nonlinear anchor developer sum the attendance &Me eonbador (sl. various County agencies, utility companies atm VDOT poor M Intuafim of work. W. The contractor shag nobly Me Mal VDOT Lana aeveopmea Case when work is to begin «cease f« arty undermined lengm of time. VOOT requires and shall receive 18 hours ativa«e mMi pdoro any required or requested inspector. V6. The carthclar shall MON Me Traffic Op ms Cerner al(510)332-9500 for anytraffic co Ml plan that impacts a VDOT nadeiree lnlersfated Primary roatlway to pmvne notification of me insallallon and ramow tithe auric tune. V9. The contractor shat be responsible roc mainainikg a wOT premixed tempoary construction enearms) in accordance with Section 3.02 of the Virgloa Broslgn and Sediment Contml Handbook. Furthermore, access o other properties efficient by that project shall be maintained Mrough aonsWnitn. Via. Contractor shall ensure adequam drainage is achieved atm maintained Up Me site during alta at the and d emsladlon. W L All war atm new lines whom setting or proposed VOOT lgMof-sty shall have a minimum thiayaix (36) inches cover and when feasible shall be inerrant under roadway dmimW faalines at congkt points. V12. Any unusual Subsurface conditions (e.g., insensible soils, spogs, sinkholes, voids, raves, etc.) encountered doming the course of crostmnion shall be enmadiately brought to ft edenton ohhe engineer and VDOT. Work shall cease in Mat vicinity until an aeequate design can be dnenaMea by Me englbeor and approved by VOLT Via. An fill areas, bmpw material and undercut arm shell be inspected and approved by a VDOT representathas poor to placement and fin. Where CBR testings squired a VDOT presented. shall be wrseot to inwre Me sample abairaE Is representative of the mans . When wl samples are submitted M private laboratories for testing, Me samples shall be clearly Identified atm labdetl as bnonging in a project to be accepted by VDOT and Mat tasting shall be pef«metl in acrowence with all applicable VDOT standards atm gocadures. V14. All roadway fin, base, subgswe m Benin, and baokfiN in dxnylstarm sew trendhee :hall be compacted In accordance with Me OR thidmeseas, density atm moisture regdremens as specified -n frac current VDOT Road and Bridge Spwificnc ns. Cewfied Copies of fest reforms shall be submitted to VDOT outly, unless sponged were se V15. VDOT Standard CD and UD undemass shall W msialled where Miptea on Mase plans ampor as sp:dfied by VDOT. vie. A post translation nsuegodw cameo inspection shall be conducted by the Cmtranor m all pipes Menafiea on Me plans as storm sewer pipe and a aeten number of pipe culverts F« yips culverts a minimum of one pipe Insollaxon or each wee of each materia yine Mll be ins,noted or ten pehmrd Of Me root amount for each sim and material type summarized. All pipe'nstalafions on Me plans not iderfified as norm sewer ppe shall be Conakered as elven pipe for inspection purposes. Additional testing maybe nonlinear as directed by the Area Lend Use Engineer or their apreaerims. V1T. The mechanism of any enlrenms and mallboxes within any eealcalm street rigtauf-way shall meat VOOT minimum design stendawls atm is the responsibility of gra developer. Via. Prior to VDOT acceptance of any streets, an required stteat signage andhar pavement markings shag be installed by the choolaper in acm MU,ar with Me Manual On Uniform Traffic Control Denotes. V19. The developer shall prosltla the VDOT Leo Dewoopment Office with a lin at all material acumen poor to the start of Consbudan. Copes of all vdcea for materials utilized wxnto arty deairated street aghtd-way meat be provided to xa Most VDOT Land OeveMpmeart ORNe poor to acceptance of the wank. Unit and ictal paces may be obscured. V20. Aggregate Was and subbaae materials shall be placed on subgade W means of a mechanical spreader. Denary will be determined using the density correct sop In sorvreance sit section 304 of Me VDOT Road atm Bodge Specifications and! V 10N A confined compaction teclukdon Shelf carbon Mese lasts. CeMfied copies of lea reports shad be submitted o VDOT aaly, unless spedfied amervnse. In addition to curdling sone depths, a VDOT representative soon be indeed and given Me opponunny o be present More the conslmdion and testing of the density conflatil sop. VN. Asphalt concrete pavements Shan he paced in accordance soh Secxon 315 d Me VOOT Road and BMW apecificatims. Density shall be determined using Me density control atop as specified or Section 315 and VTMF76. A cafigM cSmmadion techniden shell perform Mese teas. Certified mples dost reports shell be submitted to VDOT Maly, unless specified omeaise. A VOOT rephesentative shall be pen and given Me epportunity to be present during the conaWenon and testing ofMe densly within Ship. Ma. In accordance a ce wlth Section Me type an, the onofoundations, foundation pipe mwitsThe thirryaix (36) inches dna ingm shall bB on espeM brow Me bottom er the exmvni r M determine I tie the type and Condoun a me o signs S , n crisply mnxith shat report findings of s, Standar PBA. Wh lr the , tithe antl VOOT loth appeoval pnnior o pacing pare. teundten design sdesnands with VDOT Roars and Badge Standard a del Where soy, ee engineer er OMervase unsuitable oundaton is encountered, the foundation design andlw npea for foundation eabnizamlon Shan be determined by the engineer dna approved by VDOT. Son. VDOT Standard Canadian shell be Installed when wananled norther as proposed qct Mese plans In accordance sit VDOTs irmilatbn criteria. Final i,for al of Me gu walf layout o be given by VDOT after gating is mostly complete. V24. Approval aMass plans shaft expire M. (3) years from me date d Me p..l letter. V25. VOOT Standard CG -12 Curb Mews Shall be insoltea where indicated on Mese plans andlor as spedfied by VDOT. 1`26. The fciandwaa f« all bas culvwms shall be (investigated by means d exploraory borings aawenced below wopeeed oundemion ebvation a determine Me type and finance, d Me foundation, The contractor shall submit copies of borehole Ings and repot nMings d foundation e bretign M Me en ineir and VDOT r xp g DO o epprwd pear In constructing box. Foundation designspe shall etinply with VDOT Rota and endge $chis, d here O, yielding, in the $tela there rock is u nmuntwed atm oatand. of box is proposed, the Mr new d bedtliog chert be Sx ( n inches, When son, yi Me en inoMervdse mwxaby DOT. k enrcounimeE, MB roundexgn tlxgn anNor need or foundation afabixaaion shell be tletenmined by Me engineer dna appaved by VDOT. CP Z 0 OTE: EX. ENTRANCE ti H TGP U V I DATE: (n ~ O -THE EXISTING ENTRANCE WAS 00 \ Z Z ZO DESIGNED FULL SITE N CNH v0 ofZ DEVELOPMENTR DURING DURINGPHASE I a 00 Lot DESIGN OF THIS SITE. wU) U Z Z O -NO ADDITIONAL IMPROVEMENTS I W ARE NEEDED OR PROPOSED FOR f N K THIS OR FUTURE PHASES OF N Z (DEVELOPMENT. Z W 0 M't > THE V.D.O.T. ENTRANCE O Q N J INFORMATION SHOWN ON THESE •J PLANS IS FOR GENERAL REFERENCE Of W w w Lii U AND REFLECTS WHAT WAS DONE \ � U 0 O_ l OR THE PREVIOUS PHASE OF Ww O DEVELOPMENT. IT HAS BEEN SHOWN :2 0 m TO VERIFY COMPLETENESS OF THE I \ a ENTRANCE REQUIREMENTS. 3 w to N o EX. 4" WHITE STRIPE 0\ $ N EX. 1 " Wide WHITE $ N STRIPE SPACED ® 8' O.C. I, INNV7 N N =720 \ ai INV=720.42' \\ N N � N m 6ao S+ a o + s s ter. Z In F Q 0 I� V=719.20' 1= o I D Q / 3v I DO --A N om or a] 4 14'-l � D V \ O a Y27.D =Mm Mmm d N I O N n n R l v STOE RAGTIONS NAD 83 32 I SOLUTIONS' 723+0.49 INT . II LANE "tri+ I1111�1111111_ FREDERICK WATER CONSTRUCTION NOTES 1. The Frederick Water (Authority) Water and Sewer Standards and Specifications are available at www.frederickwater.com, 2. The contractor shall adhere to the Authority's standards and specifications in effect at the time of construction. 3. The contractor shall coordinate with and arrange for inspection by the Authority. 4. The contractor shall connect a new sewer line to an existing manhole by core drilling the manhole. 5. A new water (or forced sewer) main shall be connected to an existing main by a wet tap. The Authority shall furnish all needed material and make the tap. An Application for Wet Top shall be submitted and the initial fee paid before the tap is made. 6. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 7. The Authority's maintenance division shall furnish and install all water meters though 2 inch in size. It is the contractors responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a. The meter box, with its frame and cover, must be properly aligned with the copper setter. b. The frame and cover sholl be set to final grade. c. The distance between the top of the cover and the copper setter shall be between 18 and 21 inches. d. All components of the meter box assembly shall be in proper working order. 8. For services that connect to existing lines: a. The Authority shall furnish and install: 1. all %"1014", 3i", 1", 1X2" and 2" water services. 2. oil sewer services. b. The owner/developer shall: 1. coordinate (or have the contractor coordinate) the location of the service lateral with the Authority's engineering assistant. 2. submit an Application for Service and pay the required fees. 9. All water service lines must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard number 1015 or 1013. 10. All fire lines must have backflow prevention assembly (detector double check valve of RPZ, as required). The assembly shall meet ASSE standard number 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 11. The Authority shall review the mechanical plan(s) for design and material approval of a building's: a. domestic water meter and its backflow prevention device, and/or its b. fire service line's backflow prevention device. 12. DEQ must also approve sewer pump stations. The Authority requires a copy of DEQ's Certificate to Operate and a copy of the station's DEQ approved O&M manual. These documents must be received before substantial completion is issued and water meters released. 127.5" 1 A I Scale 1 " = 30 ft 36'R EX. ENTRANCE AND TAPER PLAN SCAte 1• 1 30' 20' SITE MONUMENT SIGN DETAIL NOT TO SCALE 0 w w ROW 14' 4' SHOULDER 6" STONE lL-1.5" SM -9.5A BR. CONIC. 1� 1 SURFACE COURSE _ _ 1 N 2" IM -19.0 BIT. CONIC. -1 - BASE COURSE 5" BM -25.0 BR. CONIC. BASE COURSE e" 21-8 STONE UD -4 UNDERDRAIN SUBBASE COURSE (CONNECT TO STORM SEWER SYSTEM) FAIRFAX PIKE (U.S. ROUTE 277) WIDENING VARIABLE WIDTH R -O -W (Speed Limit: 45 MPH) TYPICAL ROADWAY WIDENING LANE SECTION DETAIL N.T.S. 2" SM -12.5A BITUMINOUS HEAVY CONCRETE SURFACE COURSE 3" BM -25.0 BITUMINOUS CONCRETE BASE COURSE i: 8" V.D.O.T. 21 -B - STONE s: STONE BASE COURSE =i COMPACTED SUBGRADE�-Ii-III. VARIABLE 2" Si BITUMINOUS CONCRETE SURFACE COURSE 6" V.D.O.T. 21-B STONE BASE COURSE COMPACTED NOTE: THE HEAVY PAVEMENT SECTION SHALL BE INSTALLED IN THE ENTRANCE ROADWAY AND THE PARKING AISLES. THE LIGHT PAVEMENT SECTION SHALL BE INSTALLED IN THE PARKING STALL AREAS. ON-SITE PAVEMENT DETAILS NOT TO SCALE NOTES: SIGNAGE -THE SIGN FACE AREA CANNOT EXCEED 150 SQ. FT. AND MUST BE LIMITED THERETO. -THE BASE AREA MUST BE IN -FILLED WITH A BLANK PANEL OF SOLID MASONRY. 2x4 TOP RAIL 1x6 BOARD, FRONT & BACK TOE NAIL EA. 1x6 w/ (2) Sd (EA. RAIL) 2x4 MID RAIL 4x4 x 8'-0" POST 0 8' O.C. 2x4 BOTTOM RAIL - ATTACH RAILS TO POST W/3-10d(EA. RAIL) 12"0 POST HOLE, FILL III BE PRESSURE TREATED, SOUTHERN YELLOW PINE #2 (S.Y.P. (j2) MATERIAL FINISHED SIDE TO FACE ADJACENT PROPERTY. PROPOSED OPAQUE FENCE DETAIL RT.$ No 5-0" Min. S-0" No SOIL SUBGRADE 3/4" ANCHOR BOLT (Typ.) COORDINATE SPACING AND NO. REQ'D PER POLE MANUFACTURER 8-p5 VERT. BARS y3 TIES 0 12- 1/2- PLATE CONCRETE (3500 PSI) 4" SQUARE POLE FOR SINGLE OR DOUBLE FIXTURES, AS REO'D. SEE SITE PLAN FOR LIGHT LOCATIONS SITE LIGHTING: LIGHT POLE BASE DETAIL LIGHT 91 5'-9.. Co Co H 0 ©erz Z P -L O ti H TGP U LJ DATE: (n ~ O w UJI W I- Z Z Z ZO OU J JH CNH v0 ofZ al s/) W Q_ 00 Lot W wU) U Z Z O N W f N K _ Z 0 Z W 0 M't > bri O Q N J W •J Of W w w Lii U Z U 0 O_ =I Lei Ww O a :2 0 m W g a Z� 3 w j O a a O� z� O �w ZO Z W O0 w J 52 O U O H 0 ©erz Z W YLU-M YZW a -(D> n a�0 J�Q>O_ UJ LL_ OZOf(n at En 6 H m W EL 3 3 � r= Q w 2 00 0_ a Z P -L O DRAWN BY: H TGP U LJ DATE: (n ~ O F- UJI W I- Z Z Z ZO OU J JH CNH v0 ofZ al s/) W Q_ 00 Lot W wU) U Z Z O N W J N K _ Z W YLU-M YZW a -(D> n a�0 J�Q>O_ UJ LL_ OZOf(n at En 6 H m W EL 3 3 � r= Q w 2 00 0_ a Uc. No. ©4/1, SURVEY: CU P -L 2' DRAWN BY: 33" TGP N SCALE: DATE: AS SHOWN a SHEET: 2/12 0 an al s/) Lot urf //// N W N CINO N K Z a w W 0 M't > bri O Q N J Y •J Of W w w Lii U U 0 O_ =I Lei Ww a M a :2 0 m W a Z� 3 w Q� a O� z� �w ZO O0 w Uc. No. ©4/1, SURVEY: C.I.: P -L 2' DRAWN BY: JOB NO. TGP 1407021 SCALE: DATE: AS SHOWN 04/23/18 SHEET: 2/12 NOTES ^Yr5 10 x'lanI-N: PoMS to ST"f $ $-A, V a l- •t zohl eEI LC . 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SEE NOTE a � W1O9 Team Lm11M (L) WP'2 Samdumk gam IIPfAY1M1 SHILL BE M. UNDER CIA MP CJIriER M1. T Pa.. DEOTF%1EE dIMIwE FN6L RS 105 115 a'a EDOE OF EIVSxe PAVDEIIT a'B VISLAP WATT )aB (OVEBLN FO^ Ai TOP) I _ - LAS CErE'MWrto as PELO1 P S'DE♦1T In 235 n5 MRY 4D AT[g4W • WSrI9.RE0 E• •• ` ':. CW6iR11CMM JbIT EMSrHG -I LAYERS - AMPOSD ASMKT V.YERs ---------------- •.: man 519IX/OE d UT PR Il,L I, TM OEM MAY SE FORECAST ON CAT he LACE. I.1. ITEM MY E PMCAT CR CAST M PV4E. SD T -IP -B. I^:OEOAW OR WIAEB SEE NOTE 1 ------------------- 0016ACTE0 SL&AILC 2. CONCRETE LO D CLARK W F CAST N LICE. 4D b50 W5 2. CONCETE M BE CUSS n IF CAST N LACE. 00 in IEDOF CP PAVED SXULDERI GLASS IEPBM BB a MIR PMCMT. GRgATPN MT. E6 WA 715 n00 Pal F P... TO 1 COON M CURB A MITER HAVING A ADO$ A NNNW a NOES. M GREATER AS MC ARMY TO A T THE FULL TE W OF EXISTING ASPHALT LAYERS cyreEerlox BlwaBm TMw=BLMFImum 3. CABN.t ARB A MVRIO A D 3W FEET ON LESS E&L FACE D R 'SHALL ON NOTES: W TErnOVWM. pRINIM FI W D LESS I CURB' FACE D CPBI9WL (. URB Z R' AwPDL) 2. TIE PAVEMENT DESIGN TOP ASPHALT PAVEMENT WMMW EHALL MEET OR EXCEED THE DEPTHS MU TYMs OF THE LAYERS OF PBTM PAVENEM. a3• BHJM GUTTER. E F.!OFT s F. FOR AS RnaLL cNPNI,INM CURB C Q� a45. HEcmx 3. A MINIMUM OF THEE C 3 MI D TAKEN MDw THE CENTER D THE ADIKPT TRAVEL LME TO DTEMEE TM TYPE AND TIG M OF EXISTING 4.FOR USE MIN STM IND OPEH`GRIDED Wrlflt. r`P IYM PPF TO DIMHME LAY5EIRA,LTHE BDrrdl D THE Came 5 45 - A Fdi 16E MP SinLpED ONPPGRAOEO BE TC"US ED PARALLEL i0 5. THE ENGINEER MY REWPIE THE MLPLG WIN D THE EWING PAVEMENT TO SE ADJUSTED TO Ab EVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE OUTLET PIPE � mHAs LATER TE BOnMI Or TIE CURB nD WTTER �u� E OSNSr T. PARALLEL TO THEApi D 5U®ASE THE M. EEE $MBASE S. f%BTING PAVEMENT MNEMOS ND MMMRS M1MH RE FR02CT OUTS SHALL BF MBTgED SIBEtt TO THE KP & D THE ENG , G. AND ro M DiPT1 a IH STANDARD PAVEMENT EDGEDRAINGET AT TIE-IN LMARCNE SHALL M TESTED USING A 10 FOOT STRACMENE M ACCdDND WITH THE REOMmOlT5 D SECTION 315.07(W W THE ROM ... ST.. 5. rNS CURB MAY BE USED WHEN SPECTICATERNE SILL! I DF I REVLON DATE �VOCF MESON SPEED 5 40 MPI OR LESS PECIFIC,E $MCIFCATIDIN 5. THIS OA® MY E USED WRX NIY OE$tlil Sp® ROK MD ISDC SrADMOs ON VIRAL HIWWAYS AND 45 H OR WS.OA 2-R MR 6 EMMFD WHIT E$Yll ZZd 6 GEATP 1 9EET 'Di" LESS N DEVELOPED MBMI L SUBURBAN TYPICAL PLACEMENT 3H5 � THAN AO W1 W MMAL XNMAYS MD 45 YPq AREAS R IMD SE SHGN WEDS ME VIRGIN" DEPARTMENT OF TRANSPORTATION w N"VELOPP LRMn a AEWANI MEAS D. A CG -12 DETECTABLE WARNING SURFACE 6. M1EN rH; srnD/Rp 15 r0 E TER, xro EM6rw0 Pre IMA• ➢x SPORME RDD N�a°O DMD, BMHgDi CUM. TH mMLW1OX a IO E MCE WR1M PV TYPE A (PERPENDICULAR) APPLICATION LOCATED EVERY 350' NADIRS M IS HOiO W LM6. MDdPRMx MVISW DAZE sHEr 2 D s OrON THE GRADE N SYADAgDS M•DE R (HEG01M PO2 Wimoa OWORTVpIT OF TRnSPORTATON ]/11 • 203.06 OPDMGS ° D D D ]. wHq ryHM$TDVdTKcWM]1D inUnde. • • • • • aWnP STANDARD N ETIFA dEGiXW. COMIENGIL PYRMICE CUM MTMMS A WiiEq CbNECIRX F➢R SIMET .. ARE LO .1rH D D 1 RMMr/$£ (sighsCdIMMAiDN NCd@MMTED. � � R USED D STM41EE0 OPEX-GRAt9 M. 210 GM MSA THE BOt OF THE CMB n0 _ �2"� TR NI MAY Y MaT A CONSTRUCCONSTRUCTEDSUCTFO �VOOT ' • .JL 4 rn• �T • C g y- 24o 240 ! D • D D • D ! D : p REVILCN DATET ) a x M M DEPTH OF ]•, ase 5 MONTAWED. vINOPA mP.r l m I..]O1 'M5 AREA MAY BE WW.IETE OB O] AT THE WP D THE CONTRACTOR D D IF SEECFKArKN MAEM"E Trr BOnCM mNB Np 6" CURB & GUTTER are Wi1DU WY E CDLS]MICRD ERN 502 NRorAA DPARIEM D IRAISPORIATON PMM.LEL rh TH "CPE OF THIS AREA MY TH LgKRETE Ai n 2`0^ AWARE COURSES PROVIDED A YH OPTKKt D THE LNIMKTOR W. EP]X OF ]" N YMNTMEO SOECNCAIICW COMBINATION 411 CURB & GUTTER REn qG YMONA EOnr1EM aF TRM400RTarAM1 S0g 2m Pt ADN 2015 Page 6H'15 ShHonary Operation an u Shoulder (Figure TTCHLU 1 _ 020.21V) 1 WD. BO -12V SHADOWVEHICLE REOU1RED ' TMA REQUIREMENT SEE NOTES ILLUMIMTE ID AM(CAUTICIN MODE) ' SEE NOTE] TVPEBORL ' SEE NOTE ' CHANNELONG DEVICES SPACING '. SEE NOTE 1 SEE NOTE 2 i� W2OTR SEE N 1 SEE NOTE2 NOTE 1 SEE MORE 1♦ • . W21EM 1 1 SEE NOTE. SEE NOTE a � W1O9 Team Lm11M (L) WP'2 Samdumk gam IIPfAY1M1 SHILL BE M. UNDER CIA MP CJIriER M1. T Pa.. DEOTF%1EE dIMIwE FN6L RS 105 115 a'a EDOE OF EIVSxe PAVDEIIT a'B VISLAP WATT )aB (OVEBLN FO^ Ai TOP) I _ - LAS CErE'MWrto as PELO1 P S'DE♦1T In 235 n5 NOTES: 4D AT[g4W • WSrI9.RE0 E• •• ` ':. CW6iR11CMM JbIT EMSrHG -I LAYERS - AMPOSD ASMKT V.YERs ---------------- •.: man 519IX/OE d UT PR Il,L I, TM OEM MAY SE FORECAST ON CAT he LACE. EMS SUWASE PROPoSEO ABBtSE SD T -IP -B. I^:OEOAW OR WIAEB SEE NOTE 1 ------------------- 0016ACTE0 SL&AILC 2. CONCRETE LO D CLARK W F CAST N LICE. 4D b50 W5 CONSTRUCTION JOINT DETAIL 00 in IEDOF CP PAVED SXULDERI GLASS IEPBM BB a MIR PMCMT. GRgATPN MT. E6 WA 715 ® PIMWEO MIM,M H % THICK ASPHALT SURFACE COHSE 1. R>TE 51 TO 1 COON M CURB A MITER HAVING A ADO$ A NNNW a NOES. M GREATER AS MC ARMY TO A T THE FULL TE W OF EXISTING ASPHALT LAYERS cyreEerlox BlwaBm TMw=BLMFImum AS IIETEPR(0 BY CORES HADE NOTE JI D 3W FEET ON LESS E&L FACE D R 'SHALL ON NOTES: W TErnOVWM. pRINIM FI W 9E PMD FOR AS RADIAL COMBINATION C A Z R' AwPDL) 2. TIE PAVEMENT DESIGN TOP ASPHALT PAVEMENT WMMW EHALL MEET OR EXCEED THE DEPTHS MU TYMs OF THE LAYERS OF PBTM PAVENEM. a3• BHJM GUTTER. SIIBARFACE DRAINAGE OF THE EPSTNG MIO PRCWSEO PAVEMENT SHALL M "0.Y MD IN IM PAADESIGN. Q� a45. HEcmx 3. A MINIMUM OF THEE C 3 MI D TAKEN MDw THE CENTER D THE ADIKPT TRAVEL LME TO DTEMEE TM TYPE AND TIG M OF EXISTING 4.FOR USE MIN STM IND OPEH`GRIDED PALMERS LAYERS. THESE CANES SHALL BE SPACED NO MOM TNMI My FEET KMT. r`P IYM PPF TO DIMHME LAY5EIRA,LTHE BDrrdl D THE Came 5 45 - PROPosm PAVDENT WwfM SURFACE COURSE.Ess WARMED BY 1M EW.'PEFA. BE TC"US ED PARALLEL i0 5. THE ENGINEER MY REWPIE THE MLPLG WIN D THE EWING PAVEMENT TO SE ADJUSTED TO Ab EVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE OUTLET PIPE � AND EMECIIA SURFACE W.E. THE M. EEE $MBASE S. f%BTING PAVEMENT MNEMOS ND MMMRS M1MH RE FR02CT OUTS SHALL BF MBTgED SIBEtt TO THE KP & D THE ENG , AD 70 THE DEPTH D THE PAVEMENT. STANDARD PAVEMENT EDGEDRAINGET AT TIE-IN LMARCNE SHALL M TESTED USING A 10 FOOT STRACMENE M ACCdDND WITH THE REOMmOlT5 D SECTION 315.07(W W THE ROM ... ST.. 5. rNS CURB MAY BE USED WHEN SPECTICATERNE SILL! I DF I REVLON DATE �VOCF MESON SPEED 5 40 MPI OR LESS PECIFIC,E $MCIFCATIDIN NON ROK MD ISDC SrADMOs ON VIRAL HIWWAYS AND 45 H OR WS.OA 2-R II U TYPICAL PLACEMENT 1 9EET 'Di" LESS N DEVELOPED MBMI L SUBURBAN TYPICAL PLACEMENT 3H5 � k. AREAS R IMD SE SHGN WEDS ME VIRGIN" DEPARTMENT OF TRANSPORTATION EXCEEDED STANDAR GO'] IS ft M 0. D. A CG -12 DETECTABLE WARNING SURFACE IM M M D The $ME ON9M- sTR N M TM dIREI HPE, AR Pre IMA• ➢x SPORME RDD N�a°O DMD, X. dRlEr PTEs ME r0 R MrN1fD OX xx Yl ox Dyp/9S) GRAD Mo PLRPdMT, PV TYPE A (PERPENDICULAR) APPLICATION LOCATED EVERY 350' NADIRS M IS HOiO W LM6. MDdPRMx MVISW DAZE sHEr 2 D s FR PEIEDnxAN PO2 Wimoa OWORTVpIT OF TRnSPORTATON ]/11 • 203.06 Si1NC.. ° D D D TI. ° • • • • • IWIFD To NO NdE THAN r -P To PEIBR CNERA N$MCTM D THE MMI DE A I. MWOIMI BETWEEN rM LOUR$ OF STD. LVM N ETIFA dEGiXW. COMIENGIL PYRMICE CUM MTMMS A WiiEq D D D D D 1 BRR CURB NR GUTTER, AL M /CGMWR MALL E USED � � USED D STM41EE0 OPEX-GRAt9 M. 210 GM MSA THE BOt OF THE CMB n0 _ NI MAY Y MaT A CONSTRUCCONSTRUCTEDSUCTFO �VOOT PAN L PK NFL t0 Net MOPE OF STANDARD PAVEMENT EDGEDRAIN C g y- 24o 240 BASE CM S PROVIDED A REVILCN DATET ) a x M M DEPTH OF ]•, ase 5 MONTAWED. vINOPA mP.r l m I..]O1 'M5 AREA MAY BE WW.IETE OB O] AT THE WP D THE CONTRACTOR SEECFKArKN MAEM"E COMBINATION 6" CURB & GUTTER are 502 NRorAA DPARIEM D IRAISPORIATON 20103 ADN 2015 Page 6H'15 ShHonary Operation an u Shoulder (Figure TTCHLU 1 _ 020.21V) 1 WD. BO -12V SHADOWVEHICLE REOU1RED ' TMA REQUIREMENT SEE NOTES ILLUMIMTE ID AM(CAUTICIN MODE) ' SEE NOTE] TVPEBORL ' SEE NOTE ' CHANNELONG DEVICES SPACING '. SEE NOTE 1 SEE NOTE 2 i� W2OTR SEE N 1 SEE NOTE2 NOTE 1 SEE MORE 1♦ • . W21EM 1 1 SEE NOTE. SEE NOTE a � W1O9 Team Lm11M (L) WP'2 Samdumk gam IIPfAY1M1 SHILL BE M. UNDER CIA MP CJIriER M1. T Pa.. DEOTF%1EE dIMIwE FN6L RS 105 115 a'a EDOE OF EIVSxe PAVDEIIT W VISLAP WATT )aB (OVEBLN FO^ Ai TOP) I _ - LAS CErE'MWrto as PELO1 P S'DE♦1T In 235 n5 TACK COAT THE PRLPOSED 4D AT[g4W • WSrI9.RE0 E• •• ` ':. CW6iR11CMM JbIT EMSrHG -I LAYERS - AMPOSD ASMKT V.YERs ---------------- •.: man 519IX/OE d UT PR Il,L 405 s50 405 EMS SUWASE PROPoSEO ABBtSE SD T -IP -B. I^:OEOAW OR WIAEB SEE NOTE 1 ------------------- 0016ACTE0 SL&AILC GLASS 1EE AB ES] K "I:TE. xa ^ PPE 4D b50 W5 CONSTRUCTION JOINT DETAIL 00 in IEDOF CP PAVED SXULDERI GLASS IEPBM BB ® MWVE EffiTNG ASPHALT LAYERS TO EXISTING ELBBASE MP REPLACE MIN PROPOSED ASPHALT WXE LAYERS GRgATPN MT. E6 WA 715 ® PIMWEO MIM,M H % THICK ASPHALT SURFACE COHSE 1. R>TE 51 TO on as 6 OhaIFD 5• EIHOW PGRPET6 PSE ROIRMED A NNNW a NOES. M GREATER AS MC ARMY TO A T THE FULL TE W OF EXISTING ASPHALT LAYERS cyreEerlox BlwaBm TMw=BLMFImum AS IIETEPR(0 BY CORES HADE NOTE JI ON NOTES: W TErnOVWM. pRINIM FI W I. ASPW,r PAVfYENT wOF,MHG SHALL NAM A PAVNEM LESION N ACCdPPRE WITH G'ORRpT XDOT PRWEOVMS MD BE "PPM BY THE ENGINEER. Z R' AwPDL) 2. TIE PAVEMENT DESIGN TOP ASPHALT PAVEMENT WMMW EHALL MEET OR EXCEED THE DEPTHS MU TYMs OF THE LAYERS OF PBTM PAVENEM. a3• BHJM SIIBARFACE DRAINAGE OF THE EPSTNG MIO PRCWSEO PAVEMENT SHALL M "0.Y MD IN IM PAADESIGN. Q� a45. HEcmx 3. A MINIMUM OF THEE C 3 MI D TAKEN MDw THE CENTER D THE ADIKPT TRAVEL LME TO DTEMEE TM TYPE AND TIG M OF EXISTING PAY PALMERS LAYERS. THESE CANES SHALL BE SPACED NO MOM TNMI My FEET KMT. r`P IYM PPF TO 4. THE .WMFIIT TRAVEL LANE SUALL M MILLED AM DEPTH D 11A N:IES AD REPLACED WITH AN AS PN ALT SURFACE COURSE TO MATCH THE 5 45 - PROPosm PAVDENT WwfM SURFACE COURSE.Ess WARMED BY 1M EW.'PEFA. ,Tl.l 5. THE ENGINEER MY REWPIE THE MLPLG WIN D THE EWING PAVEMENT TO SE ADJUSTED TO Ab EVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE OUTLET PIPE � AND EMECIIA SURFACE W.E. S. f%BTING PAVEMENT MNEMOS ND MMMRS M1MH RE FR02CT OUTS SHALL BF MBTgED SIBEtt TO THE KP & D THE ENG , ). iM/L TRMSVERSE PAVEMENT TE -N SHALL CO TO THE MWREMtrTS D SECTION 315.0mc) OF THE SMCFKAT EXCEPT THAT A.L. gXHTS STANDARD PAVEMENT EDGEDRAINGET AT TIE-IN LMARCNE SHALL M TESTED USING A 10 FOOT STRACMENE M ACCdDND WITH THE REOMmOlT5 D SECTION 315.07(W W THE ROM ... ST.. SPECTICATERNE SILL! I DF I REVLON DATE �VOCF PAVEMENT WIDENING PECIFIC,E $MCIFCATIDIN NON ROK MD ISDC SrADMOs p1 WS.OA 1 11 11 II U TYPICAL PLACEMENT 1 9EET 'Di" MVMO DATE TYPICAL PLACEMENT 3H5 � k. VIRGIN" DEPARTMENT OF TRANSPORTATION (WITH BUFFER STRIP) WITH BUFFER STRIP ADN 2015 Page 6H'15 ShHonary Operation an u Shoulder (Figure TTCHLU 1 _ 020.21V) 1 WD. BO -12V SHADOWVEHICLE REOU1RED ' TMA REQUIREMENT SEE NOTES ILLUMIMTE ID AM(CAUTICIN MODE) ' SEE NOTE] TVPEBORL ' SEE NOTE ' CHANNELONG DEVICES SPACING '. SEE NOTE 1 SEE NOTE 2 i� W2OTR SEE N 1 SEE NOTE2 NOTE 1 SEE MORE 1♦ • . W21EM 1 1 SEE NOTE. SEE NOTE a � W1O9 An,614-14 Apri12015 Typical Traffic Comsel SNe/.nary Operation on D Shoulder (Figure TTC-4.1) Standard NDTFS 1. For long -tum :Nllwary work (mare than 3 days) on divided highways having A median wider than g', sign assemblies on beth sides of the roadway shall be required as shown (ROAD WORK AHEAD (WHO -lb RIGHT SHOULDER CLOSED AHEAD PIOU-SbR, RIGHT SHOULDER CLOSED (W31-5aID ), e ed though mly one shoulder is being dosed. For op melons less than 3 data io dumtno, Digo quir .,.bit. will only be reed an the Kids where the shoulder is being <maM aad a RICAUT MOULDER CLOSED (W2USa1U1 sign shall be added OR that sitle Grndo- 2. Sign spacing should be 1300'd5OO'.gr Limited A cess highnmys. For all Other ma Ws, the sign ,tracing should As 500'-500' where the pored speed limit is greater than 45 mph, and 350'-kar where rhepoeM speed limit is 45 mph or less. Old..' 3. D -e allOUWM W m driver. fiom Wt ill mwoumm Her QuathLbIpraliTivenes. 4. For shod s of 60 comme or par, Alw�mass and c devices may be glimbalfel itids fv ( BaAh'n -chain And. Standard 5. Vehicle ba M warning signals shall not the seed Immad or the vehicle's high-bacusiy amber romtW&flmblog,ai oxiiimwglights. Vehicle hawed warning signals can broad to sapplemmt high-IRtevefty amber mmtay lmahh. , he aseSDD., Rats. 6. Taperlmglh(L)avd ehanoetzivg tlevim epv<Dphan be at the following: Team Lm11M (L) UD't Samdumk gam IIPfAY1M1 SHILL BE M. UNDER CIA MP CJIriER u DEOTF%1EE dIMIwE FN6L RS 105 115 fOVERLN 1.0v AT TOWN PAM SILY m C E W VISLAP WATT )aB (OVEBLN FO^ Ai TOP) I _ - IM P S'DE♦1T In 235 n5 •.:.::.: PAVEMENT 4D AT[g4W • WSrI9.RE0 E• •• ` ':. S20 •.: man 519IX/OE d UT PR Il,L 405 s50 405 SEE AME 1 Bs] M:PJELALE. eB s1BWWDE OUTLET PIPE SD T -IP -B. I^:OEOAW OR WIAEB SEE NOTE 1 BW GLASS 1EE AB ES] K "I:TE. xa ^ PPE 4D b50 W5 VIRIHE PIOArldI IEOLKIEIIT. /IXBEGAR OR OlU9fD 00 in IEDOF CP PAVED SXULDERI GLASS IEPBM BB no GRgATPN MT. E6 WA 715 PAVED SHOULDER SECTION CURB A14D GUTTER SECTION TO on as 6 OhaIFD 5• EIHOW PGRPET6 PSE ROIRMED aw cyreEerlox BlwaBm TMw=BLMFImum {PE -HESS MgEWIE ON R45 M E W TErnOVWM. pRINIM FI W sheNREt Z R' AwPDL) �NTMFm a3• BHJM TYPE A Q� a45. HEcmx WITH BUFFER STRIP PAY FOR CUTLET r`P IYM PPF TO NOTES FOR GENERAL NOTES ON THE DETECTABLE WMR SOILAGE. SEE SHEET I Of 5. 5 45 - EW -12 EW -l2 ,Tl.l WIM RECUMD AT TOP OF CURB SNIP. MN" CIxD RMP LENGTH o FEET FOR NEW OUTLET PIPE � SCALE a4'SWARE LASgNC. A 1'SOV/AE WWHG XVDOT STANDARD PAVEMENT EDGEDRAINGET 3 ME Ona Fates E PROWDD WIMN ROM ... ST.. z40 SILL! I DF I REVLON DATE Cs �p �DO Y lSa NON VIRGIN.'.T.T D TRAISPORTAI gyI p1 WS.OA 1 11 11 An,614-14 Apri12015 Typical Traffic Comsel SNe/.nary Operation on D Shoulder (Figure TTC-4.1) Standard NDTFS 1. For long -tum :Nllwary work (mare than 3 days) on divided highways having A median wider than g', sign assemblies on beth sides of the roadway shall be required as shown (ROAD WORK AHEAD (WHO -lb RIGHT SHOULDER CLOSED AHEAD PIOU-SbR, RIGHT SHOULDER CLOSED (W31-5aID ), e ed though mly one shoulder is being dosed. For op melons less than 3 data io dumtno, Digo quir .,.bit. will only be reed an the Kids where the shoulder is being <maM aad a RICAUT MOULDER CLOSED (W2USa1U1 sign shall be added OR that sitle Grndo- 2. Sign spacing should be 1300'd5OO'.gr Limited A cess highnmys. For all Other ma Ws, the sign ,tracing should As 500'-500' where the pored speed limit is greater than 45 mph, and 350'-kar where rhepoeM speed limit is 45 mph or less. Old..' 3. D -e allOUWM W m driver. fiom Wt ill mwoumm Her QuathLbIpraliTivenes. 4. For shod s of 60 comme or par, Alw�mass and c devices may be glimbalfel itids fv ( BaAh'n -chain And. Standard 5. Vehicle ba M warning signals shall not the seed Immad or the vehicle's high-bacusiy amber romtW&flmblog,ai oxiiimwglights. Vehicle hawed warning signals can broad to sapplemmt high-IRtevefty amber mmtay lmahh. , he aseSDD., Rats. 6. Taperlmglh(L)avd ehanoetzivg tlevim epv<Dphan be at the following: GamnlDilq Dsvka SpaCltlg Lacetlon SIMM L3an(WEN 0-35 I IS. TIB'IytlOn SpdCilg W 40' T.."Spa N 1 40' 1 BY COnabucSOn ACDas•I DO I UNY • 6anCiog rosy As 111Gma6M By him distance, but sxall n.t. None access pe,Y. Dia. .w..wryu wm. Pa.ea .--I ..wire in with of s fat or mon, channotkIM dances stun he umd In dose the shoulder in advance of the ..PINI taper OF direct VeMCumr Nan1c to remain wXhi. tho h ommal way. ]. The buRv rMact length AIR be of shown In Table 611-3 oa POP 611-5 far the posted Apert emit. B. A Nuck-mmo1M aneaustor (TMA) shall Or used On the shadow vehicle an Limited Aeease highways and mu1N-lane -it,,, with posted .peed limit LquB to or greater tbur 45 mph for operations with a duration Neater than W minutes. 9. When a side mad interaeem the highway within the temporary trate control m.q additional .M nntrol devices shall be pl-ed as needed. I!.... l -..MU Team Lm11M (L) A ro° Samdumk gam LnrMwNtll (F..D a t0 n u 26 RS 105 115 125 W 135 150 fE IM 35 In 235 n5 M 4D Sea YFO 3B5 S20 AS 405 s50 405 Seo SD 4w OW Sm BW Y 4D b50 W5 BD 00 S1O SDD Bey no E E6 WA 715 TWO TO BD RO no aw wWl.rn spm 1RBM. fm umMa Anmm hell be lDlbM BlwaBm TMw=BLMFImum z SECTION A -A GamnlDilq Dsvka SpaCltlg Lacetlon SIMM L3an(WEN 0-35 I IS. TIB'IytlOn SpdCilg W 40' T.."Spa N 1 40' 1 BY COnabucSOn ACDas•I DO I UNY • 6anCiog rosy As 111Gma6M By him distance, but sxall n.t. None access pe,Y. Dia. .w..wryu wm. Pa.ea .--I ..wire in with of s fat or mon, channotkIM dances stun he umd In dose the shoulder in advance of the ..PINI taper OF direct VeMCumr Nan1c to remain wXhi. tho h ommal way. ]. The buRv rMact length AIR be of shown In Table 611-3 oa POP 611-5 far the posted Apert emit. B. A Nuck-mmo1M aneaustor (TMA) shall Or used On the shadow vehicle an Limited Aeease highways and mu1N-lane -it,,, with posted .peed limit LquB to or greater tbur 45 mph for operations with a duration Neater than W minutes. 9. When a side mad interaeem the highway within the temporary trate control m.q additional .M nntrol devices shall be pl-ed as needed. I!.... l -..MU 3 SHOWUSS N ON PLANS) AS Il G Jm� ISEE ISLE WJIE NOTE' WHEN A PEOUSTIGNN ACCESS RWR CROSSES A CGIERCIAL ENTRANCE THE CROSS SLOPE SHALL BE 27, FOR WETS D 5 FEET. Al STREET APPROACH SAE SIRFKANG 5 YMNLIM ROADWAY 15EE NOTE 31 IRn TO BE AS S OWN ON Labst Ca -.mc M LA'G 6 OPTIONAL m ROW LME NOTE: WNTX "B' 2'-0" M AS W MARLINE ROADWAY SHOWN ON TYPICAL SECTION A PLAN VIEW SCHWALK UNPAVED SPACE ENTRANCE VOLUME A ro° O HO RINSEWLE rA CONSTRUCTION WS WWq B" LONG n R" C -C JOINT U ST__2 OEcx iY14 ff IiE Z 00 on B Ion a B -- __ - B ,I Wan + AR _ AB L WLj �0 5' < = EIDOH TYPICAL DESIGN ZZCL sE'I s A W 17 FOR DETAILS JY Q Wb^ an. W Q BKR D CVRB r12, M1U(. �43:I MAN. 0�Z 2M1��- ZCL CL z SECTION A -A <=_a.N_ U R45 M E V W Agor. (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) sumix WALL PE ro Ps NMN Z 0 O ~Z �NTMFm Q TYPE A Q� WITH BUFFER STRIP C SECTION B -B NOTES FOR GENERAL NOTES ON THE DETECTABLE WMR SOILAGE. SEE SHEET I Of 5. THIS DESIN M BE USED FOR CONSTRUCTION TMT Mg ATES MDP SIDE INLe. LM9M6 WIM RECUMD AT TOP OF CURB SNIP. MN" CIxD RMP LENGTH o FEET FOR NEW � COMETRUCRGN.6 FEET FOR NTPATONS. a4'SWARE LASgNC. A 1'SOV/AE WWHG y E.OVisIE IX KEP MRSPE CP LRAVELWAY SXNL ARAROUTHA $RML 3 ME Ona Fates E PROWDD WIMN EO THE MMNFO N w N CRp55WNA MEA CROSSWALK AREA Cs �p �DO Y NON CpROSSWA}K CnOSSW P{,K p H^ O 1 11 11 II U TYPICAL PLACEMENT TYPICAL PLACEMENT � � AT INTERSECTION AT INTERSECTION CROSSWALK oSSWPL� WITHIN CROSSWALK WITHIN CROSSWALK DIAGONAL PLACEMENT DIAGONAL PLACEMENT (WITH BUFFER STRIP) WITH BUFFER STRIP A CG -12 DETECTABLE WARNING SURFACE IM M M D The $ME ON9M- sTR N M TM dIREI HPE, AR Pre IMA• ➢x SPORME RDD N�a°O DMD, X. dRlEr PTEs ME r0 R MrN1fD OX xx Yl ox Dyp/9S) GRAD Mo PLRPdMT, IDs TYPE A (PERPENDICULAR) APPLICATION LOCATED EVERY 350' NADIRS M IS HOiO W LM6. MDdPRMx MVISW DAZE sHEr 2 D s FR PEIEDnxAN PO2 Wimoa OWORTVpIT OF TRnSPORTATON ]/11 203.06 Si1NC.. 3 SHOWUSS N ON PLANS) AS Il G Jm� ISEE ISLE WJIE NOTE' WHEN A PEOUSTIGNN ACCESS RWR CROSSES A CGIERCIAL ENTRANCE THE CROSS SLOPE SHALL BE 27, FOR WETS D 5 FEET. Al STREET APPROACH SAE SIRFKANG 5 YMNLIM ROADWAY 15EE NOTE 31 IRn TO BE AS S OWN ON Labst Ca -.mc M LA'G 6 OPTIONAL m ROW LME NOTE: WNTX "B' 2'-0" M AS W MARLINE ROADWAY SHOWN ON TYPICAL SECTION A PLAN VIEW SCHWALK UNPAVED SPACE Pass 61H-52 Apn12015 Typical Traffic Control Lane Clanere on a Taro -Lane Raadxny Using FFIRVINa (Figure WFC -23.1) NQTEN Gnidan 1. Shia ,acm airaa mshouldba, 35O'-500'where rhr,osredsovedlimit u 45 mph Or less, and 500'-800' ober, thepmredspersymnF ugremarthan 45 mph. Care should he morXE ef odam earabinhumohn (imus FAA worn zone to inure awe- yrXUI ,right dumnre in adrnm, Oftheffugger station and reanzlrfon. hash on they Nd,meed limit and nr /mat equal m or greater rAan fhe etas in Table 6R-3. Ganem/ty speaking, mamA.m should Aala o dnrffne ql sighll maAegmpbicpagger.ymMlsignrothrpngger. Care. 3. 3. Whrus, R' of We o mnditirm f4"s 36"x36"s' a be uzM. smnaam: 4. Plaggio6 sbtiom Dhoti he b<vlM far enough iv advance of the work space m permit approaching tmM In reduce speed and/or stop Wfim passing the work space and allow sufficient distance for dawning Naf .c in me kn lane to renin to be right how before rc.<bmg nppermg Traffic Dee Table MU im. Page 611-5). 5. All Baggen shall be more eenified and beer their eeniD<afian c.0 in their p -At.. when Performing flagging duties (arc yaremm 6E.01, Qualifications for Flaggeral. 6. Cane Apa<og shell M hued as the posted spell and the values in Tabic 6H-4 on Page 6116.I ]. A shadow vehicle with at least one high intensity amber mmil , d Wag, or' osillfing light shall be parked NI -12011. odaW of the Ant work cmv. 88 A u le ul flogger MAY be courred w this ern t give "d m w ation ahead b w chin haft roam reachur, od n c, Guidance: i or 9. ffhe queue offraill, alles he BE PREPARED TO STOP (71`3<9 sign than the mind, and VAPOR( the portable km q mmink aares,IB$I. shouldbe read3mtedmgrnrmr durance. 10 When a highoapmle ss'agaries arthro or upneam offer transition area and it a aniicipaled Fhar queues Neralftime be sure c/mare an ak, n end through he hrghwpmd Krone craving, rbc KNO,owary rAMB, conrrol:ona should be tat Mad so FAR, AN ammo n tea precedes Ne Aighsmprml entering One Figure T7C-56for additional inhowerrion on highunprail crossings/. SNM.M: 11. At viN, llo ar.mfiona AWI be IRA I.. IDL n<ep I. emergncies,(are Section 6E.W). Out 12. Codes may Im eliminated whoaeam Vehicle NwW Pilot O fim or when the to wwidth is 20 U. v • n s web work .- re ma me t dwa e where et h e v ,a ble to io di from both direo sa le tie v' role to cond mamm aGhusfmboth a' lion. usu may be aax CbavA✓ SEI r m StmdaM:' 14 Wb aPptoead tar me, three Wor temp , Bumble (PTRID strip aWl he im mares Abe seem travel Mine adjonmt to the BE PREPARED TO STOP (W34) sign. The surgible temporary rumble strips shall be monitored and adjusted as nneevry, during the work shift to mum prorW20.placement 26) Aga eme Ore o be way. When the PTRS are imNIIM, the RUMBLE STRIPS PostedS 0-35m M1 1 36-55 PBS cm Center a Center) 5Fen 1 8Prot it pevmMe 1-ANm5 MALIFE ROADWAY SLOPE 7 AY an Ams a NOTE 7) GRADE CHANGE M CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE, SECTION A - A I I B v. CL, 155 AJ . •. coxdErE , SECTION C -C Cc -X GENERAL NOTES 1. WHEN USED IN CONJUNCMN With STANDARD CG -3 OR CG -7. THE CMS FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MANLBLE CURB COMKLRATWN. 2, SEE STANDARD CG'S FOR CURB PNP DESIGN TO BE USED WITH THIS arnDARD. 3. MARINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE EXCEPT MY SUBGRADE STAIRLRATON YIOTUNT D FOMEMENLRMCEVEENT WHICH CAN BE C RADIA CMB OR COMBINATION CUR NO GUTTER SHALL X EPTNFORR REPLACEMENTroPUTR YOND rE R/W LIKE ENTRANCE NOTES 5 WHEN THE ENIR RAMI CnNOT ACCOMMODATE THE TMNNG Kg WNT5 Of ANTICIPATED HEAVY TRUCK rRKFO, THE DEPTH FOR SDEWALK A CMB RAMPS WITHIN THE LIMITS D THERAIII.I. BE I INCREASED TO ]".EE CG -15H 6. PLAINS IRE TO NDKATE WHEN CONSTRUCTION OF A FLOW LIH IS MOURD TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. ]. THE DESLABLE A'A MAXIMUM ENTRANCE GRADE CHANGES .1 ARE TUBI THESEIN VALUESARE NOT APPLICABLE TENTRANCE O STREET CONNECTORS. INTERSECTION NOTES B. WFOINK CONHCTIW (MOST BE DESIGNED IINET CMCEOhD.WCC TITTH AASNTO POLICY AND THE APPLOARLE REWREMEXTS D THE VDOT ROAD DESIGN MANR.INCLOOING STONPNG SIGHT 05TNGFF AND N VALUE REQUIREMENTS. 9. OPTIONAL ROWLIE YAY REOVIflE WAIRXG OF A PORTION OF ACROSS THE GUTTER T PROVIDE POSITIVE DRAINAGE ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE VOLUME m°v'f P""` s'B'�W IP -4 O HO . 1c A* ronin LONGITUDINAL PERFORATED PIPE rA xo.1W KmEWrt Cx19N0 $M .. U ST__2 OEcx iY14 ff IiE Z 00 GR pRMWE PARE •. ) YxW.dMETR WLj �0 p < = ' PiL dl'VE SM]OTX WMJ. PVC ,W ZZCL 910sAiE LAPP slgWlpE oJL1ET PPE CgMWArm FE Mmlro M$31 W 17 AS Work 1 a5] IGOECATE, I°BIEGTE vet CWSId JY Q in AAs gElw • woATwx MMWEMwr. NON -PERFORATED OUTLET PIPE FOR USE W Q -p. rb. UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS 0�Z 1 ff P SXMLOFAI TYPE OF F{E Px9NP' SIM -U ZCL CL MM3 e•MM dMfiFR <=_a.N_ U PAVED SHOULDER SECTION w. PEG .Dy V W Agor. (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) sumix WALL PE ro Ps NMN Z 0 O ~Z I.PgAM/IP sVLL BE fiH1ERO uEER GR I1O GIiIER. M w/LL IIgOE53 Awl . NPEs Q NNM IESiED 'tCCMgP TO ASM o -31R AT S; 631ECP41 Q� ¢pipREE igL C r fl ro\96W rv0• AT TW ppgg GRgOK Srp4S0 -ES T dxDER _ HIDE LAPP 9EE NOTE • P mGp WFEASE LA ...:. •.:� MMP 11F PANDERS! IIOX�PFAGRA �Y COM¢TPX 4K � PR _P AF NILE 1 _ES AS] r GMf. RP .Y "M ON CMV4E0 ' 1H SIO. Lo -e IEpU. Si'O. LO -4 RFOp. 0.I5y Mf1NG x. WMATMN MCUIEIEni. CURB AND GUTTER SECTION Maj /gY' (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) SHOULDER f PAVEMENT I f NOTES: as En 8 1 11 11 I. 4• MrWaal, PRovuo AnAWWw MWlaxl v D AadECATE m TGR D PR. EDGEDRAINS IN GORE AREAS s. WIER THE WM WL PFE CORRECT$ DECRY INTO A giMMCE SrNM.TUE � � (CROP NET. NYNdE. MT.). NNFMRFORATEO OUTLET PPE$ ME PDT K0 . J.OF M H I'-0" 11EVTARM IKiMMODER Sr TTMNE. IIDVE MMARr CE M CRS DRIIT a. NL C(WECiPIEi (fLfI0W3. WYES, Ei4I NMM PAY DRS FD WRET PR IM M M D The $ME ON9M- sTR N M TM dIREI HPE, AR Pre IMA• ➢x SPORME X. dRlEr PTEs ME r0 R MrN1fD OX xx Yl ox Dyp/9S) GRAD Mo PLRPdMT, � LOCATED EVERY 350' NADIRS M IS HOiO W LM6. MDdPRMx FR PEIEDnxAN MNCX NP a OUTLET PFE TO BE WC Y C CRO TO Be -M D OTHER [E.W.Yf MAIEGATE .VI Si1NC.. ]. MRN RE W15 D A Ca ilial ENMR . MD-PERfOPATEO PPE SNAIL BE IIiM M HEV D PEMAUTIED FRE. 1 M.Wa1E ROMWAY B. TM LPOM OF EH DTIIEEl1 RE WYE CAPECTKN MD TM EW -12 EIMLL D STI). CW IWIFD To NO NdE THAN r -P To PEIBR CNERA N$MCTM D THE MMI DE A I. MWOIMI BETWEEN rM LOUR$ OF STD. LVM N ETIFA dEGiXW. COMIENGIL PYRMICE CUM MTMMS A WiiEq IL- WILL D MN.PEISLNARD RM. A. N aTWTOM MEN PUL DEPTH D 5TA91DEO aMN-GRACED Y/.TERML CMA10T BRR CURB NR GUTTER, AL M /CGMWR MALL E USED � � USED D STM41EE0 OPEX-GRAt9 M. 210 GM MSA . mEDKAImx �VOOT M STANDARD PAVEMENT EDGEDRAIN Nan AD PDLf sTMDAROs 24o 240 REVILCN DATET ) a x ase ,O1 vINOPA mP.r l m I..]O1 OB O] Pass 61H-52 Apn12015 Typical Traffic Control Lane Clanere on a Taro -Lane Raadxny Using FFIRVINa (Figure WFC -23.1) NQTEN Gnidan 1. Shia ,acm airaa mshouldba, 35O'-500'where rhr,osredsovedlimit u 45 mph Or less, and 500'-800' ober, thepmredspersymnF ugremarthan 45 mph. Care should he morXE ef odam earabinhumohn (imus FAA worn zone to inure awe- yrXUI ,right dumnre in adrnm, Oftheffugger station and reanzlrfon. hash on they Nd,meed limit and nr /mat equal m or greater rAan fhe etas in Table 6R-3. Ganem/ty speaking, mamA.m should Aala o dnrffne ql sighll maAegmpbicpagger.ymMlsignrothrpngger. Care. 3. 3. Whrus, R' of We o mnditirm f4"s 36"x36"s' a be uzM. smnaam: 4. Plaggio6 sbtiom Dhoti he b<vlM far enough iv advance of the work space m permit approaching tmM In reduce speed and/or stop Wfim passing the work space and allow sufficient distance for dawning Naf .c in me kn lane to renin to be right how before rc.<bmg nppermg Traffic Dee Table MU im. Page 611-5). 5. All Baggen shall be more eenified and beer their eeniD<afian c.0 in their p -At.. when Performing flagging duties (arc yaremm 6E.01, Qualifications for Flaggeral. 6. Cane Apa<og shell M hued as the posted spell and the values in Tabic 6H-4 on Page 6116.I ]. A shadow vehicle with at least one high intensity amber mmil , d Wag, or' osillfing light shall be parked NI -12011. odaW of the Ant work cmv. 88 A u le ul flogger MAY be courred w this ern t give "d m w ation ahead b w chin haft roam reachur, od n c, Guidance: i or 9. ffhe queue offraill, alles he BE PREPARED TO STOP (71`3<9 sign than the mind, and VAPOR( the portable km q mmink aares,IB$I. shouldbe read3mtedmgrnrmr durance. 10 When a highoapmle ss'agaries arthro or upneam offer transition area and it a aniicipaled Fhar queues Neralftime be sure c/mare an ak, n end through he hrghwpmd Krone craving, rbc KNO,owary rAMB, conrrol:ona should be tat Mad so FAR, AN ammo n tea precedes Ne Aighsmprml entering One Figure T7C-56for additional inhowerrion on highunprail crossings/. SNM.M: 11. At viN, llo ar.mfiona AWI be IRA I.. IDL n<ep I. emergncies,(are Section 6E.W). Out 12. Codes may Im eliminated whoaeam Vehicle NwW Pilot O fim or when the to wwidth is 20 U. v • n s web work .- re ma me t dwa e where et h e v ,a ble to io di from both direo sa le tie v' role to cond mamm aGhusfmboth a' lion. usu may be aax CbavA✓ SEI r m StmdaM:' 14 Wb aPptoead tar me, three Wor temp , Bumble (PTRID strip aWl he im mares Abe seem travel Mine adjonmt to the BE PREPARED TO STOP (W34) sign. The surgible temporary rumble strips shall be monitored and adjusted as nneevry, during the work shift to mum prorW20.placement 26) Aga eme Ore o be way. When the PTRS are imNIIM, the RUMBLE STRIPS PostedS 0-35m M1 1 36-55 PBS cm Center a Center) 5Fen 1 8Prot it pevmMe 1-ANm5 MALIFE ROADWAY SLOPE 7 AY an Ams a NOTE 7) GRADE CHANGE M CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE, SECTION A - A I I B v. CL, 155 AJ . •. coxdErE , SECTION C -C Cc -X GENERAL NOTES 1. WHEN USED IN CONJUNCMN With STANDARD CG -3 OR CG -7. THE CMS FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MANLBLE CURB COMKLRATWN. 2, SEE STANDARD CG'S FOR CURB PNP DESIGN TO BE USED WITH THIS arnDARD. 3. MARINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE EXCEPT MY SUBGRADE STAIRLRATON YIOTUNT D FOMEMENLRMCEVEENT WHICH CAN BE C RADIA CMB OR COMBINATION CUR NO GUTTER SHALL X EPTNFORR REPLACEMENTroPUTR YOND rE R/W LIKE ENTRANCE NOTES 5 WHEN THE ENIR RAMI CnNOT ACCOMMODATE THE TMNNG Kg WNT5 Of ANTICIPATED HEAVY TRUCK rRKFO, THE DEPTH FOR SDEWALK A CMB RAMPS WITHIN THE LIMITS D THERAIII.I. BE I INCREASED TO ]".EE CG -15H 6. PLAINS IRE TO NDKATE WHEN CONSTRUCTION OF A FLOW LIH IS MOURD TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. ]. THE DESLABLE A'A MAXIMUM ENTRANCE GRADE CHANGES .1 ARE TUBI THESEIN VALUESARE NOT APPLICABLE TENTRANCE O STREET CONNECTORS. INTERSECTION NOTES B. WFOINK CONHCTIW (MOST BE DESIGNED IINET CMCEOhD.WCC TITTH AASNTO POLICY AND THE APPLOARLE REWREMEXTS D THE VDOT ROAD DESIGN MANR.INCLOOING STONPNG SIGHT 05TNGFF AND N VALUE REQUIREMENTS. 9. OPTIONAL ROWLIE YAY REOVIflE WAIRXG OF A PORTION OF ACROSS THE GUTTER T PROVIDE POSITIVE DRAINAGE ALLOWABLE ENTRANCE GRADE CHANGES HONE- AFOLKABLE i0 STRREEETCCpMECi�IONS5 NOT Eirite METHOD OF TREATMENT ROA. MD BRACE STANDARDS w2 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION 41E j 1 D VIRGMIA OEPMIMNT OF TRANSPORTATION O]/IS 20304 PageM-52 npru _m5 T,,hNd Trane C.Rtrol Lane Cloaare on a Two -Lane Raadwy Using Flaggen (Figure WC -23.1) NOTED Guidmm . 1. Sign spacing distance should be 350'-500' where the posted speed limit a 45 mph or len, and 500'-SOO' Amor d a, marst speed limit is greater than 45 mph. 2. Care should Am erem/sed when establishing the limit of the wove zone to Aware minimum possible sight amiame in advance alike flamer station and overhiom bared an the posted speed limit and at lemr equal m or greater than the values rn Table 6A-3. Gemmltyspmkleg mmormm should ham a clear line frightfresthe grophieflagger symbol 11, to rheflagger. Omioo: 1 Where RLAI Or ametworic conditions 01A48's' aWx36"signs may the used. Emnd.ed: 0. Flagging sations shall be located for enough is advance of the work space to permit approaching traffic to reduce speed and/or stop before passing the work smee and allow sufelent d'MNR<e per departing trait in 'be Ian Ivan 10 reme Io We Fall Due before reaching opposing .We (see Table MU3 on Page 01-5). 5. All fit,.. shall be sate cerlfled aAd have their L'erdflUdion card in their possess!.. when performDg Bagging dmien owe Seeton 6E.01, Qu.liBntians for Flit, n . 6, Chm scim, shall be MAm the posted III a ad Oe .In. m Tabic 604 A. Pqc 6Ndl T. A shadow vehicle with .t least one high intensity ember rotating. Bmida, MI oxill.Bng light .hall be perked So' -12W a.&.are of the Mt work crew. COLOR:A le l flamusur Frove he advance warning offieahead by alumina,K RB EPIW fowned hof Oriannew 9tfrhe qua , alnMQc r aches he BE PREPARED TO STOP iW34i a/gn then the at,,, aad gmM dA Pormbi temp orary .NO aWMs(PTRS). should As readlmledar Santer thy. 10. Wh hgh P l g Ahur within mr milli, tmmartum area and it munik,,Idabut queues resulting from the lane closure might mrand through the high ery rad grade creating, the mmpomry tropic mnnolm should& AmeNdedso char the tmorru morprecMm Ae hfgkway-rail crossing( Figure TIC -56,w additional if non on highway+alf crossings). SMRd.rd: 11. At nighl, flMer amines shall be IDumiuvted, e;eeN In emermadee (Am Section 6ESS, Orsion 12.c hodured aheausing alogg 3,1 EAAfl, Or we.temal-dw 13. Fater wemv-i Ailing... with short work 'al dw h Ahs D visible mill u firm bum dirso"mentioned10 be, visible or read U, .r.rmch ve tom MIL dimcinds m.v W used fore Chanter 6E) 8andard:' 14. When apylmM kr uN, three p bk temporary mable (PERS) strip AND be W WIIM acres the codes travel Ione adjacent In the BE PREPARED TO STOP (Vl3 ) sign. The pourable lempomry nimble strip shall In, monitored sad M2uAM m oaewry during The work shift m AHEADmemorm(W20V�6)ir Ag. shall sin be.6R .hen the "HIS ore ins1a11M, the RUMBLE STRIPS P.gwd Smsed 0-J5mh 36 PUS53ae Center m Centel 5Fea BPnt I: 0.o'nine 1-U19015 ENTRANCE VOLUME I GRACE CHANGE O HO T rA U W Z 00 LL HONE- AFOLKABLE i0 STRREEETCCpMECi�IONS5 NOT Eirite METHOD OF TREATMENT ROA. MD BRACE STANDARDS w2 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION 41E j 1 D VIRGMIA OEPMIMNT OF TRANSPORTATION O]/IS 20304 PageM-52 npru _m5 T,,hNd Trane C.Rtrol Lane Cloaare on a Two -Lane Raadwy Using Flaggen (Figure WC -23.1) NOTED Guidmm . 1. Sign spacing distance should be 350'-500' where the posted speed limit a 45 mph or len, and 500'-SOO' Amor d a, marst speed limit is greater than 45 mph. 2. Care should Am erem/sed when establishing the limit of the wove zone to Aware minimum possible sight amiame in advance alike flamer station and overhiom bared an the posted speed limit and at lemr equal m or greater than the values rn Table 6A-3. Gemmltyspmkleg mmormm should ham a clear line frightfresthe grophieflagger symbol 11, to rheflagger. Omioo: 1 Where RLAI Or ametworic conditions 01A48's' aWx36"signs may the used. Emnd.ed: 0. Flagging sations shall be located for enough is advance of the work space to permit approaching traffic to reduce speed and/or stop before passing the work smee and allow sufelent d'MNR<e per departing trait in 'be Ian Ivan 10 reme Io We Fall Due before reaching opposing .We (see Table MU3 on Page 01-5). 5. All fit,.. shall be sate cerlfled aAd have their L'erdflUdion card in their possess!.. when performDg Bagging dmien owe Seeton 6E.01, Qu.liBntians for Flit, n . 6, Chm scim, shall be MAm the posted III a ad Oe .In. m Tabic 604 A. Pqc 6Ndl T. A shadow vehicle with .t least one high intensity ember rotating. Bmida, MI oxill.Bng light .hall be perked So' -12W a.&.are of the Mt work crew. COLOR:A le l flamusur Frove he advance warning offieahead by alumina,K RB EPIW fowned hof Oriannew 9tfrhe qua , alnMQc r aches he BE PREPARED TO STOP iW34i a/gn then the at,,, aad gmM dA Pormbi temp orary .NO aWMs(PTRS). should As readlmledar Santer thy. 10. Wh hgh P l g Ahur within mr milli, tmmartum area and it munik,,Idabut queues resulting from the lane closure might mrand through the high ery rad grade creating, the mmpomry tropic mnnolm should& AmeNdedso char the tmorru morprecMm Ae hfgkway-rail crossing( Figure TIC -56,w additional if non on highway+alf crossings). SMRd.rd: 11. At nighl, flMer amines shall be IDumiuvted, e;eeN In emermadee (Am Section 6ESS, Orsion 12.c hodured aheausing alogg 3,1 EAAfl, Or we.temal-dw 13. Fater wemv-i Ailing... with short work 'al dw h Ahs D visible mill u firm bum dirso"mentioned10 be, visible or read U, .r.rmch ve tom MIL dimcinds m.v W used fore Chanter 6E) 8andard:' 14. When apylmM kr uN, three p bk temporary mable (PERS) strip AND be W WIIM acres the codes travel Ione adjacent In the BE PREPARED TO STOP (Vl3 ) sign. The pourable lempomry nimble strip shall In, monitored sad M2uAM m oaewry during The work shift m AHEADmemorm(W20V�6)ir Ag. shall sin be.6R .hen the "HIS ore ins1a11M, the RUMBLE STRIPS P.gwd Smsed 0-J5mh 36 PUS53ae Center m Centel 5Fea BPnt I: 0.o'nine 1-U19015 IME ^Z W J_ O HO T rA U W Z 00 LL WLj �0 p < = N D N ZZCL QZ W 17 C O p JY Q W W Q � w 0�Z W ZCL CL c E <=_a.N_ U 0 ` V W N Z 0 O ~Z Q W Q� C a � U ��FyR1I�R���i■�__ �77RYT..�•IRhR�qq� 1 11 11 IME ^Z W J_ O HO T rA U W Z 00 LL WLj �0 p < = N D N ZZCL QZ W 17 C O p JY Q W W Q � w 0�Z W ZCL CL c E <=_a.N_ U 0 ` V W N Z 0 O ~Z Q W Q� C a � U J � � O � IME F - Z W Y WZ 2 �Y_/-TV W Q y Q_ �O J(ox>d J N <LLI O Z_ (If N at Ld.. D- L- r M W N r x 3�3� Q ^_ LL U ^Z W J_ O HO T rA U cr Z 00 LL WLj �0 p < = N D N ZZCL QZ W 17 C O p JY Q W W Q � w 0�Z W ZCL CL c E <=_a.N_ U 0 ` V W N Z 0 O ~Z y W F - Z W Y WZ 2 �Y_/-TV W Q y Q_ �O J(ox>d J N <LLI O Z_ (If N at Ld.. D- L- r M W N r x 3�3� Q ^_ LL U J o rA 00 BOXr ^ O By < = N D N Z W 17 C O p JY > N LLAT W K � w CEW E o W` w c E <=_a.N_ U O O F- cWiz�l°L E w Z i Q� a nr e: rN►ilBt > 18288 o� 3AgTONAL '� SURVEY: C.I. PAINTER -LENS 2' SURVEY DIVISION DRAWN BY: JOB NO- TGP 140702' SCALE: DATE 1"=40' 04/23/if SHEET: 3/12 TRAFFIC IMPACTS: 2014 AVERAGE DAILY TRAFFIC VOLUME ESTIMATES ROUTE 277: LAKEVIEW DRIVE TO ROUTE 522 MDT. 8100 TRIPS (50% VOLUME PER LANE - ASSUMED) TRIP GENERATION: USES: OFFICE SPACE: 16,427 Sq. Ft. TRUCKING: 15,722 Sq. Ft. (12 (Max.) Employees) MINI -WAREHOUSE: 112,971 Sq. Ft. (Gross Square Footage) OFFICE: 16,427 Sq. Ft./1000 Sq. Ft. = 16.427 => 16.5 (1000 Sq. Ft.) WEEKDAY: X = 16.5 Ln(T) = 0.76 Ln(X) + 3.68 Ln(T) = 0.76 Ln(16.5) +3.68 T = 333.80 => (334 Trips Weekday) (50% Entering, 50% Exiting) WEEKDAY, A.M. PEAK HOUR X = 16.5 Ln(T) = O.8OLn(X) + 1.57 Ln(T) = 0.80Ln(16.5) +1.57 T = 45.27 => (46 Trips A.M. Peak Hour (Max.)) (50% Entering, 50% Exiting) 23 Trips Entering WEEKDAY, P.M. PEAK HOUR X = 16.5 T = 1.12(X) + 78.45 T = 1.12(16.5) +78.45 T = 96.93 => (97 Trips P.M. Peak Hour (Max.)) (50% Entering, 50% Exiting) 49 Trips Entering TRUCKING: 12 Employees (Maximum) WEEKDAY: X = 12 GRAPHICAL ANALYSES ONLY: T = 100.00 => (100 Trips Weekday) (50% Entering, 50% Exiting) WEEKDAY, A.M. PEAK HOUR T = 10.00 => ( 10 Trips Peak Hour (Max.)) (47% Entering, 53% Exiting) 5 Trips Entering WEEKDAY, P.M. PEAK HOUR T = 10.00 => ( 10 Trips Peak Hour (Max.)) (47% Entering, 53% Exiting) 5 Trips Entering MINI -WAREHOUSE: 112,971 Gross Square Footage 84% of Gross => Net Rentable Area 112,971 Sq. Ft. x 0.84 =94,896 Sq. Ft. (Net Rentable Area) 94,896 Sq. Ft./1000 Sq. Ft.=94.89 => 94.9 X = 94.9 GRAPHICAL ANALYSES ONLY: T = 157.00 => (157 Trips Weekday) (50% Entering, 50% Exiting) WEEKDAY, A.M. PEAK HOUR X = 94.9 T = 0.14(X) - 2.06 T = 0.14(94.9) -2.06 T = 11.23 => (12 Trips A.M. Peak Hour (Max.)) (52% Entering, 48% Exiting) 6 Trips Entering WEEKDAY, P.M. PEAK HOUR X = 94.9 GRAPHICAL ANALYSES ONLY: T = 18 => (18 Trips Weekday) (53% Ente(ng, 47% Exiting) 10 Trips Entering T = 156.00 => (156 Trips Saturday) T = 23.00 => ( 23 Trips Peak Hour (Max.)) TOTAL NUMBER OF TRIPS FOR THE SITE: (MAXIMUM) T = 334+100+157 = 591 TRIPS (WEEKDAY) T = 46+ 10+ 12 = 68 TRIPS (A.M. PEAK HOUR) 34 TRIPS (ENTERING) T = 97+ 10+ 18 = 125 TRIPS (P.M. PEAK HOUR) 64 TRIPS ENTERING RIGHT TURN LANE ANALYSIS: ESTIMATED PEAK HOUR: 125 VEHICLE TRIPS (64 TRIPS ENTERING) ESTIMATED TRAFFIC IN PEAK DIRECTION OF FLOW: (0.083)(8100)(.50) = 338 VEHICLES R. D. MANUAL: APP. F, FIGURE 3-26 = TAPER IS REQUIRED TAPER EXISTS & SHALL REMAIN LEFT TURN LANE ANALYSIS ESTIMATED PEAK HOUR: 125 VEHICLE TRIPS (64 TRIPS ENTERING) 62% TURNING MOVEMENT 39 TRIPS (MAXIMUM) ESTIMATED TRAFFIC IN PEAK DIRECTION OF FLOW: (0.083)(8100)(.50) = 338 VEHICLES SPEED LIMIT: 50 MPH L (% LEFT TURNS) = 39/338 =11.5% => 10% R. D. MANUAL: APP. F, FIGURE 3-12 = NO LEFT TURN LANE IS REQUIRED FOR THE FULL DEVELOPMENT OF THIS SITE. General Office Building (710) Average Vehicle Trip EMs vat: 1000 Sq. FeetGmes Floor Area Ona: Weekday Intermodal Truck Terminal (030) Average Vehicle Trip EMs vs: Employees Ona: Weekday Mini -Warehouse (151) Average Vehicle Trip Ends va: 1000 Sq. Feet Net Rentable Area On a: Weekday Mini -Warehouse (151) Average Vehicle Trip Ends vs: 7000 Sq. FeetNet RentableArea On s: Saturday Number of Studies: 79 Number of Studies: 2 Number of Studies: 4 Numberof Studies: 2 Average 1000 Sq. Feet GFA: 197 Avg. Number of Employees: 164 Average 1000 Sq. Feet NRA: 114 Average 1000 F a9 Sq. cel NRA: 143 Directional DisMMnion: 50% entering, 50% exiling Directional Distribution: 50%entering, 50%ezking Directional Distribution: 50%emering, 50% exiting Directional Distribution: 50°k entering, 5EI%ezN rg. ng Number of Studies: 7 Number of Studies: 4 Average 1000 Sq. Feet NRA: 85 Trip Generation per 1D00 Sq. Feet Gross Floor Area Trip Generation par Employee Trip Generation per 1000 Sq. Feet Nat Rentable Area Sq, THP Generation Per 700D Feet Net Rentable Area Average Pate Ranged Rebs STardw 0a4aWn mto Average Ram Range- Slentlard Devlatlon .. 0_' I- Average Hate R once of Rous Sanford dory bevatbn Z Average Rate Range of Rales 9wr1�r00evbaon 4 Y > w N v 11.03 3.59 - 28.60 0.15 - 47M 6.99 4.22 - 4].33 - _ 1.65 - 1.19 - 2.17 1.34 U Fw- 1.1] 1.14 - 1.22 m w < 0 Int X = n..s T= 334 Tv.,7s General Office Building - --- - (710) - Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday, A.M. Peak Hour Number of Studies: 218 Average 1000 Sq. Feet GFA: 222 Directions] Distribution: 88% entering, 12% exiting anu ryueno. Sm 21m:. .......... .. ....... ... 2. lam ;' ...... L6m late ,vag X .. ... F Not ,m ON am go 1. - +m o ,m 2m am w X . Number d Encloyar aryn 4u".a -----waoO. Fllted Curve Equation: Not given Rea - Intermodal Truck Terminal (030) Average Vehicle Trip Ends vs: Employees On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Number of Studies: 2 Avg. Number of Employees: 164 Directional Distribution: 40% entering, 60% getting r.yu Int uwwauY'aaan smwasve 200 i..:... 0.q an uL 2,D r no m Int Int 15'1 m m W Int ,ID IN ,m IW 1d ,m X- 10008q. Feat Nd Radebh Nee X ,yyunu PoYm .____. A,aage. Fund Cum Equation: NO given R2, - F: 15-1 xIro -r Isle 14,v6 Mini -Warehouse Mini -Warehouse (151) - - (151) - - Average Vehicle Trip Ends vs: 1000 Sq. Feet Net Rentable Area Average Vehicle Trip Ends vs: 1000 Sq. Feet Net Rentable Area On a: Weekday, On a: Saturday, Peak Hour of Adjacent Street Traffic, Peak Hour of Generator One Hour Between 7 and 9 a.m. 1.40 0.66 Number of Studies: 7 Number of Studies: 4 Average 1000 Sq. Feet NRA: 85 1z.am - Directional Distribution: 51% entering, 49% adding Int - mto niato .. 0_' I- w Z c 4 Y > w N v %we - w to U Fw- c o m w < 0 Int m z X - N., at Employees eaaulepearee. - Aveape Me FNId Curve E ... tion: Noll aeon iia=•••• U gova ,x a x . DDo o �U) XX Z� J W W amv Z0 2m] 0w 1.om _.._ .:. _.._.. o Int mD ax N] No mJ int age rm 1. Ilm 1. 1. X.IOW S1. FOAG. Poor Arca x aannomeomu rxbaaw. -••--- a+waa.a FINed Curve Egvallon:LOM =O.n LHR). ase 02=ae1 X = n..s T= 334 Tv.,7s General Office Building - --- - (710) - Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday, A.M. Peak Hour Number of Studies: 218 Average 1000 Sq. Feet GFA: 222 Directions] Distribution: 88% entering, 12% exiting anu ryueno. Sm 21m:. .......... .. ....... ... 2. lam ;' ...... L6m late ,vag X .. ... F Not ,m ON am go 1. - +m o ,m 2m am w X . Number d Encloyar aryn 4u".a -----waoO. Fllted Curve Equation: Not given Rea - Intermodal Truck Terminal (030) Average Vehicle Trip Ends vs: Employees On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Number of Studies: 2 Avg. Number of Employees: 164 Directional Distribution: 40% entering, 60% getting r.yu Int uwwauY'aaan smwasve 200 i..:... 0.q an uL 2,D r no m Int Int 15'1 m m W Int ,ID IN ,m IW 1d ,m X- 10008q. Feat Nd Radebh Nee X ,yyunu PoYm .____. A,aage. Fund Cum Equation: NO given R2, - F: 15-1 xIro -r Isle 14,v6 Mini -Warehouse Mini -Warehouse (151) - - (151) - - Average Vehicle Trip Ends vs: 1000 Sq. Feet Net Rentable Area Average Vehicle Trip Ends vs: 1000 Sq. Feet Net Rentable Area On a: Weekday, On a: Saturday, Peak Hour of Adjacent Street Traffic, Peak Hour of Generator One Hour Between 7 and 9 a.m. 1.40 0.66 Number of Studies: 7 Number of Studies: 4 Average 1000 Sq. Feet NRA: 85 Average 1000 Sq. Fast NRA: 111 Directional Distribution: 52% entering, 48% Exiting Directional Distribution: 51% entering, 49% adding Will Generation per 1000 Sq. Feet Grose Floor Area Trip Generation per Employee W Trip Generation per 1000 Sq. Feet Net Rentable Am Tdp Generation per 1000 Sq. Feet Net Rentable Area Average Rate Range d Rales Sbrdeltl OeWatlon Average Page Fbnge or Rages Standard Deviation Average Rete Page d Elates Standard Deviation Averse Rale Rage W Rages SbnOartl OeviaDan 1.Se 0.80 - 5.98 1.40 0.66 0.39 - 0.6] O.t1 0.04 - 0.19 0.36 023 0.21 - 0.29 0.48 Iw Int on int 8 I P 90 < an to or e 90 - ,a nt m X Winter all EWbyees X Aa.woabvaaa Fxbe Curve Equeeon: NO given �I -- ,a. W=.... m to .o to m m to to Int I,o Int uo 1. ISD lea x=1000 sg. Feel Net Fours" Nea Fined Curve Equation: T=0.101x1'2,06 N2=0.ea -V- to'((Ltvs T- Ma Ta e Y = i2 Taus General Office Building Intermodal (Truck Terminal Mini -Warehouse - - - (151) Average Vehicle Trip Ends as: 1000 Sq. Feet Gross Floor Area Average Vehicle Trip Ends vs: Employees Average Vehicle Trip Ends Yet 1000 Sq. Feet Not Rentable Area On a: Weekday, On it: Weekday, On a: Weekday, P.M. Peak Hour Peak Hour of Adjacent Street Traffic, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. One Hour Between 4 and 6 p.m. 2dies: Number of Studies: 236 Number of StuNumber of Studies: 7 Average 7000 Sq. Feet GFA: 215 Avg. Number of Employees: 166 Average 101310 Sq. Feet NRA: 85 Directional Distribution: 17% entering, 83% exiting Directional Distribution: 47%entering, 53% exiting Directional Distribution: 53% entering, 47% exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Trip Generation per Employee Trip Generation per 1000 Sq. Feet Net Rentable Area Average Rag, Harbor of Hates Sbrded Dart Average Pete Rage d Rates SledeN Deviation Average Rate flange d Rates -Ballad Dom, t.0 0.49 - 6.30 1.37 0.55 0.35 - 3.43 0.19 0.11 - 0.m 0.46 T = 9"1 Ty.1ps Date Plot and Equation cuagn-lee ONwgNY-SmeesaMMffir W Q � (n LLA Ira a- 1m ; :'� ......... 1w j _. _.... .. Iw ti Q n- I- Q Q�ULLJ F Int afLLI ZW(n a O W ZZ J d 7 J Int - mto W Q Z_ x m 0_' I- W Z c J Y > w N v W of w Ma U Fw- c o Irll� w < 0 Int m z X - N., at Employees eaaulepearee. - Aveape Me FNId Curve E ... tion: Noll aeon iia=•••• 1, 10 RIPS < a a-- _,- 1 20 d w 5D so 1. an to Int no no 190 1w 1. Int X -1000 sq. Feet Net RentabM Area x Aawgm raw ------ Avereeer Flood Curve Equation: NO given R2= - T= taT 'lea t5 ,a 6D to ,m I,d 1. ISD 1. 1. 1 X -,000 Sq. Feel Net Rentable Neo X NNY Mb eaNla nIMone. -Xwya Nb to tee Curve Equation: T=0.15(x). Ata W=a99 Y, = 94.9 I-- Z3 Ty-tp3 4yi PHV APPROACH TOTAL VEHICLES PER HWR Appropriate Radius required at all Intersections and Entrances (Commemial or Private). LEGEND PHV - Peak Hour Volume (also Design Hourly Volume equivalent) Ad ustment for Right Turns For posted speeds at or under 45 mph, PHV right turns > 40, and PHV total < 300. Adjusted right Tums = PHV Right Turns - 20 If PHV is not known use formula: PHV = ADT x K x D K = the percent of AADT o=rdng in the peak hour D = the percent of traffic in the peak direction of flow Note: An average of 11 % for K x D will suffice. When fight tum facilities are warranted, we Figure 3-1 for design criteria." FIGURE 3.26 WARRANTS FOR RIGHT TURN TREATMENT (2 -LANE HIGHWAY) am = 700 Z eco w D Sao J O 40, (7 z m 300 0. 0- 200 > 100 1 Va ADVANCING VOLUME (VPH) FIGURE 3-11 V, ADVANCING VOLUME (VPH) FIGURE 3-12 �ZOZ W Q � (n LLA O a- to O Q O � vZgW W ti Q n- I- Q Q�ULLJ LLI O afLLI ZW(n a O W ZZ J d 7 J W N (.0 W >�QZW W Q Z_ Z 0_' I- W Z c J Y > w N v W of w Ma U Fw- c o Irll� w < sE o z 41 a O 0 1= Z 3 tDi w U Qro a � < a a-- _,- 1 20 d w 5D so 1. an to Int no no 190 1w 1. Int X -1000 sq. Feet Net RentabM Area x Aawgm raw ------ Avereeer Flood Curve Equation: NO given R2= - T= taT 'lea t5 ,a 6D to ,m I,d 1. ISD 1. 1. 1 X -,000 Sq. Feel Net Rentable Neo X NNY Mb eaNla nIMone. -Xwya Nb to tee Curve Equation: T=0.15(x). Ata W=a99 Y, = 94.9 I-- Z3 Ty-tp3 4yi PHV APPROACH TOTAL VEHICLES PER HWR Appropriate Radius required at all Intersections and Entrances (Commemial or Private). LEGEND PHV - Peak Hour Volume (also Design Hourly Volume equivalent) Ad ustment for Right Turns For posted speeds at or under 45 mph, PHV right turns > 40, and PHV total < 300. Adjusted right Tums = PHV Right Turns - 20 If PHV is not known use formula: PHV = ADT x K x D K = the percent of AADT o=rdng in the peak hour D = the percent of traffic in the peak direction of flow Note: An average of 11 % for K x D will suffice. When fight tum facilities are warranted, we Figure 3-1 for design criteria." FIGURE 3.26 WARRANTS FOR RIGHT TURN TREATMENT (2 -LANE HIGHWAY) am = 700 Z eco w D Sao J O 40, (7 z m 300 0. 0- 200 > 100 1 Va ADVANCING VOLUME (VPH) FIGURE 3-11 V, ADVANCING VOLUME (VPH) FIGURE 3-12 "a HW 0 0 0 on ro But. �ZOZ W Q � (n LLA O a- m O Q O � vZgW W ti Q n- I- Q Q�ULLJ LLI O afLLI ZW(n Q Z O W ZZ J d 7 J W N (.0 W >�QZW W Q Z_ Z 0_' I- W Z c J Y > w N v W of w Ma U Fw- c o Irll� w < sE o z 41 a O 0 1= Z 3 tDi w U Qro a � o �U) Z� J W W Z0 d 0w U a: � � y O � 0 0 "a HW 0 0 0 on ro But. I - Z W YLLI - M Y W Q a -0 1 C W 0 0 X - Of JNALLI �_ OZ(n O - Q O W m W N CL 3: N Q CL U �ZOZ W Q � (n LLA O Z O Q O � vZgW W ZOUO Q n- I- Q Q�ULLJ LLI O afLLI ZW(n Q Z O W ZZ J d 7 J yr N (.0 W >�QZW W Q Z_ Z 0_' I- W I - Z W YLLI - M Y W Q a -0 1 C W 0 0 X - Of JNALLI �_ OZ(n O - Q O W m W N CL 3: N Q CL U C.I. 'ANTER -LEMS J o iRAWN BY: JOB NO. GP a CALE: DATE -=40' � a on 0 C6 o ti N o ^ an 13 yr ui Ld 4 N N m Z r W c J Y > w N v W of w Ma U Fw- c o Irll� w < sE `W le-eatrU W z 2 41 a O 0 1= Z 3 tDi w Qro a �U) Z� J W W Z0 0w as TIMqgNy r PAINTER a; 18260 FJ �S3rONAL '�O URVEY: C.I. 'ANTER -LEMS 2' URVEY DIVISION iRAWN BY: JOB NO. GP 140702 CALE: DATE -=40' 04/23/11 �HEET: 4/12 LEGEND EOG=Edge of Gravel ECP -Edge of Pavement OPP=Corrigated Plastic Pipe 7P -Telephone Pedestal 0 =Pole -ji=Light Pole 0 =Tree or Shrub • =Water Meter C/O=Cleanout =Sign 40 0 40 120 Scale 1" = 40 ft I Sondro ,/'Mo0°na/d McDano/d TM=86 A-Ig8 /nstnf700075�5 Thereso A. Mouck7,V=B6 A-lgg I ZON/NG.• Rqg /nstrA070005040 I ZONING RA Fred H. Rhoton I Wondo . TM=86-A-796 Rhoton %�a35• 0.8.427, PG300N UC ZONING 1NS7R,f'100007990 74 /RF 4 ZON/NG /7q /NSTRZI50,902729 n 4.3415 ACRES �W L ZONING. RA NOIE.: EMSONG WGETA77ON o g THE EX. VEGETA RON. IN THIS PORRON OF THE SNE, NJ 2S B.R,L, per. SHALL NOT BE DISTURBED. SPECIAL CARE MUST BE o �K TAKEN TO MINIMIZE THE DISTURBANCE OF PERIMETER TREES AND DINER WGETA77ON AND 70 PRESERVE INS YEGETA770N BECAUSE OF /7S DENSITY AND MATURITY, THIS EX/S77NG WGETA77ON SHALL REMAIN IN PLACE AND n N l4' N2'9 p0 p6• E. v4 M SHALL BE USED AS THE REQUIRED BUFFER. ml •'.9T o a OI ua n 7q2 - a n I' EK (/girt NN 1 GE Ex. Ex. Light\\\\ WAREHOUSE ACCIILITy I P III, BLDG. #7 EX. PR. 20' FREDERI AR - I650 SqFt. , WATER ESM' . (250�'x -80') ` Ex. 140 HGT.: 25' Ex. Aare/ (Max.) o F ` 25'F�, 736.67 (Stepped) o Stu s angst (Min.) on au w uSJ w us3 Stubs and F.M. Assy„ w w w 2 rc rc RAVEL -C o Il' o a3 �3 (TO BE REMOVED 30'R AS NEEDED) Ex a" YELLOW PR. 20' FREDERICK STRIPES FORI WATER Ex Grove/ FIRE LANES 'O a P •. SELF- ,RAGE I/ UNIT 738 I Greve/AREA: EAREA: 3.7 Ex. ve/ (50' x sq. FL PR. 20' FREDERICK Max E� Egy T HGT.: 25' wAtE�x. Cont. a^ YEu.ow� I GRAVEL F.F. Max.) STRIPES FOR (T E REMOVE , 7 .67 Ex Pavement Ex. FlRE LANES ggw PR. SELF -STORAGE — Ex. Cont. N'- UNIT #70 1 E i AREA: 3,950 Sq. Ft. Ex. Corsa x. cant 224.3' (50' x ^'BO') ®1 o HGT.: 25' (Max.) F.F. - 736.00 1 o nl PR. NDDp II ncc>:ss Ex Corsa PR. SELF -STORAGE Ex. C/0 19 yr Ae) 738 (*w. I I UNIT N7C 1 v ARE4.000 Sq. Ft. 1 a (50' x 80') Rx I Ex C/O HGT.: 25' (Max.) 224.4' F.F. = 735.33 t SELF PR._ UNIT-STORAa• YELLOW Son. Seller [n Conc. R. B w sTR� erd N AREA: 4,000 Sq. Ft. RKI LAA ent A E I(50' x 80') m 'A A,— HGT.: RAIgC 25' (Max. a o _ ( E REMOVED,.-EOp— - _ EX. EOG_ r EEDEO) F.F.FF= 734.67) .3 7M.88 -A-193 Ex Grove/PR EO r' Tom_ / INV. lN- 1.70' s /N57q,'150002729 IN OUT= 796' R. SELF -STORAGE / 11.2847 Acres x 7 .90' UNIT #7q w = S7RIPESFOW w OR AREA: 4, x ove U RE LANES, 000 S) Ft. yy°d ! (SO' X BO') K R. MDCP ACCESS 7M=86 -A-201 / h HGT.: 25' ( �" tTm'1 Michoe/ W. Johnson F.H. Assy F.F. 73467) J Robert L. Johnson 12 0..8..510, PG 551 W PROP. SELF -STORAGE _ ZONING. RA h � 6' REDUCER PR. 151.96'- ' I PR, 8" GV, FULL JT PIPE WAREHOUSE..r�q'CIL17Y e a WATER LINE AND FLUSHING ASSY. END CotdsTRucnoN �I PHASE IV BLDG. 8 R. TO RICK 12 PHASE III AREA: 24.000 Sq. Ft. TER_ ESM7. _.. _.. %:a . Rti (rn gags (100' x 240') HGT.: 25' '(Max.) t2 132/ ' F.F. = 734.60 \ � 1 D � SOC(��ORA 73 I T .._.._.._ r OHS 1Cr,[ R p YM -86-A-203 I Isa Ex. Povmnont {� Lewis A. Boyer // - /nstn N (Tm) -L TOP= 733.43' `a} 00067 8 \INV. Ot/T=729.9 ZON/NG. RA 1q U 7 728 ( GRA ' EM BE ! ?• Z NEEDED) x) 3 U I r" IX. SELF -STORAGE •F• 7 k 11+00 I �' WAREHOUSE FACILITY BLDG. 14 4 e o 0 (6 INTERIOR UNITS) pO M " AREA 8,500 Sq. Ft. Poi Eq F ) (100'x85') b Ex. HGT_ 22' iMax.) F.F.=734.60 730 u_ 25 x. Loodln 4 d .HMS aey 011R k (TB.R Sp6MPES i 132 Ex. Pavement �tP '20IN EDE WATE ow 24.0 26.0' � 134 15 27 IPE PARKING pA = � FOR FI 75 � %. 1.0 ' e" SDR 21 P / Ex. Guy a STs 1 .) WATER MAIN ^. S792922 -- 2 iV 596.32' x Ex Lit ' PARKI 1 \ AOS pLA-794 NGS, LL.C. —� /NSTR,AOC 07785 ZONING. M2 Ex Frame \ x Pole Ex. Guy wv Light 4 n tx. Pole Ex. Gay more Ex. Gay Rqe ^gyp I V OE 127.97' 5 B.R. Ex. Pavement 112.2' Ex. Povemmt fX. erin�E. Emmons 8.397, PG.470 ZONING: � gTgj� R0_ttpW ROM 83 \ \ SPEED 10'R_ I 636 NAO MLT; 55 NPOSTED lb "O ,A NV ^ CMP IN® 5721 g3. w25g'p6' Ex. Tree Ex. Ex. Son. Pump Station r1 �. =727.00' w SETBACK Ex EOP nAi © Ex. Tree # w �Ex. aft.. Pon rug 0 Ex. . Povem © I \ \ Pavement 0 x. Dec. Box o \ antes 7 0 N Ex. C/o x 7P © 54.1' y 1 ay. . Ex. BMBdbg Fu` 0 20.9 £x. Brick a I Story N O FF=729.20' iOEx. Bdck Ex ONkrs n °v 24.5' 2 Sory �+ FF= 31.20' 5.3' FF= 4.00' 17, t Ex Offices 1 n A Ex. Sign 60.0 2 i Ex 26.5' . � 34.2' x Wdk Ex 000 Ex. Si s Exk 4:1' 9n d EX S/gn STORAGE r~ r SOLUTIONS LANE ti wdk eti y w ^ry Ex. mart S1B'37'497y 122.46' ry�A x7 0 4" 1 d I I- N :3 Z >-F-g gZa H OZ 0 O CD F- Q~of0 (n Ld j Ld O C C w � H Z W Y Lj M Y_ Z W IZ1�O J N Q m LLI LL H - OZQftn pj d-MLQiCCI_ r M W C r F- — 3 �LL, Q CL Pde " 2' URVEY DIVISION Guy U JOB NO.: GP 1407021 J o DATE: Rpt 04/23/18 N SHEET: 5/12 f1 E N DN �� vi 5 Y/ w Q¢ N 10 N d °�� WKU CO o^o J Y>v�® p w � & w in d d w a 3x W t E a O U wZ v12 o E Z S Q 4 NV.IL S 09'23'40" W 331.57' _ -A-192 Lee L Emmons Cutherin E. Emmons 0.8.39 , PG470 1�a ZOgING.• RA n IR n ''No a 6260 'AINTER-LEWIS 2' URVEY DIVISION BRAWN BY: JOB NO.: GP 1407021 SCALE: DATE: '=40' 04/23/18 SHEET: 5/12 FIRE DEPARTMENT NOTATIONS: m owm N2900O6E 525 C PR. 8" GV, FULL JT PIPE m ACD FIRE DEPARTMENT SIGN LOCATIONS & TYPES w 97 d ° AND FLUSHING ASSY. SEE SHEET 10/12 FOR SIGN DETAILS I N 4I a a END CONSTRUCTION m. N U PHASE 5 w o ti+o I 11 00 g E%. POLE LIGHT I I (REMOVE EX. SINGLE X. EOG EX POLE IJGMT %CI G O U G, FIXTURE AND INSTA EX. EOG DOUBLE FIXTURE (REMOVE EX. SINGLE -STORAGE FIXTURE AND INSTALL w 6)DOUBLE FIXTURE) Z 0WARE�El_ S E FACILITY Y 5 � � ¢ Fo PHASE III, BLDG. #7 r B• •L. AREA: 19,650 Sq. Ft. o m w N w PR. 20' FREDERICK N r. (2) 6" (250 x -80')w > 10 50 �c A WATER ESM'T. ol Steel Bollards HGT.:.25' (Max.) w I o r I I w o F.F. = 736.67 (Stepped) y� ¢ w 3 0 0 0¢ yv PR. 8" GV, FULL JT PIPE AND 3 I I o F.H 43 y # 6 + + D PRBIIr. 45' ITIoy° yC FLUSHIPHASENG ASSY. END CONSTRUCTION a ro o_ rn 00 1 v 25' Preblast (Min.) on 6" G Box REMOVE 8" GV, FULL JT PIPE o cN - o Stubs and F.H. Ass PR. 122.95'-8"0 WATER o_ PR. 8" Y m LI HASE w 'u AND FLUSHING ASSY. PR. 20' FREDERICK GV & BOX F.H. Assy # 7 Z PR. 50.00'-6"0 WATER N o + Z" + BEG. CONSTRUCTION PHASE 5 WATER E LINE PHASE IV + Ci o PR. 293.32'-B"o WATER LINE ( ) KLULIULIN 30'R PR. 8"x6" n 'eo a J I " o J FUTURE WATER JAIN PHASE V to+ooJ V Bo Pr. (3) 6" REDUCER N t Steel Bollards °•' 4" YELLOW S' 70.00' PR. 4E8 o "' + + D STRIPES FOR?x 0 °, o �PR8%8"�x�8J w �+FIRE LANES o .4,T o y 0 00^�P $ELF- RAGE s PR. 20' FREDERICK PR. 8" 4" YELLOW N Z a 100.34' 4.UNIT 7E PR. 45 EN PR 8 x8' 8" TEE WATER ESM'T.TEE GV &BOX STRIPES FOR v AREA: 3,750 Sq. /tD AlV (2) 8" GV & BOX _ FIRE LANES d I = - 0_ (50' x -75') w vo F %, o. HGT.: 25' (Max.) a I s oz n w Ex. F.F. = 736.67 is ©I— �e ® ®• x. Fr st re - ((''�� (RENO EX. SINGL Na '" Q O FIXTURE AND INSTAL52,001z Or ydr t _ DOUG FIXTURE) C B 100{, PR. SELF -STORAGE n W le -5 UNIT #7D w I I ~ Li I AREA: 3,950 Sq. Ft. 3 ® 9 Ex. C/0 I yz (50' x x•80') o zw I HGT.: 25' (Max.) ro 12+aD w F.F. = 736.00 0 t o R. (1) 8" 1� ACCES 0 °i V & X iii (Typ. of All) PER. SELF -STORAGE N1 a 43' '^ UNIT #7C Pr. (4) 6" w� 6'-15„ CMP PHASE 8"x6 ! Q --!Co" lut2 g 0/ AREA: 4,000 S Ft. Q Steel Bollards �o 5 (_ 52.00' q• PR. 53' 8"e R I (50' x 80') DIP CL 52 6 4'1n Z 0 1 + 3.91 ' 1, ri N14' 4' 6" LLI HGT.: 25'x8 x8 ( r© v Y LLJ Q I o (Max.)( ) TEE �, Ex Son. Sewer LoteraT"� I F.F. = 735.33 � � sETBACK > ; � Y Z W FIRE WALL 4" YELLOW 127.97 CL CL �. U e,Q Y F.H. Assy # STRIPES FOR N14'54'26"E �_ U _ X PER. SELF -STORAGE Z F 6" GV & BoV FIRE LANES PARKING -1 (/) X ! CL I UNIT #7B w• v _ EOG _ 1. BAC=i I J W L H AREA: 4,000 Sq. Ft. w w J PR PR. EOPoo INV.T�N=7 7.96' C) Z (n DI AINAGE - (50' x 80') < 'wo F TM=86—A-193 X INV. OUT -7 .90' A I Q Q � (L tz WALE HGT.: 25' (Max.) 11+00 a INSTR.#150002729 aw N F.F. = 734.67 of i 3 PR. WALL 11.2847 Acres PR. WALL 12 m LJ °, I 3 a LIGHT (Typ.) ucer (Typ.) �1 I I Q 10 _ — ¢ ! 25 B.R.L 0_ F p. R. SELF -STORAGE 3 00! 240.00'HDCP Ac �� s 5' 3 N UNIT #7A e: REMOVE 8" GV, FULL JT ooR (Typ.) 5P 12 I Q al 4" YELLOW I a01 PIPE AND FLUSHING ASSY. ® I I 14 AREA: 4,000 Sq. Ft. 13 ❑ STRIPES FOR W BEG. CONSTRUCTION PR. WALL Q I ° FIRE LANES; (50' X 80') a PHASE III LICHT (Typ.) A 05HGT.: 25' (Max.) PROP. SELF -STORAGE I I Q J F.F. = 734.67 1 00 112.5 WAREHOUSE FACILITY / ALLEEXISTING PARKI- NG SPACES 18 O PR. DBL F.H. Assy #`� 1 PR. 8" GV, FULL JT PIPE � PHASE IV, BLDG. #8 � I I ARE T� STRIPED. TM=86-A-201 4 I pOLE < -- Michael W. Johnson AND FLUSHING ASSY. $ J s Ox 3 AREA: 24,000 S Ft. —�— I 1. "x6" REDUCER PR. 151.96'-8"O WATER LINE END CONSTRUCTION W q• o w - I-.-23' 23 22 Robert L. Johnson 0 X p t2 32 PHASE II (100' X 240') 6 I Q D.B.510, PG.551 O Pr. (2) '� o' O+PR. 20' FREDERICK 8" GV &BOX/H' R. HDCP ACCESS HGT.: 25' (Max.) ZONING- RA Steel Bollards,_.. .._ ._. _.._..—.n. r._ .WATER. ESM'T_.._.._.._ ._ ._. —. OOR (Typ.) F.F. = 734.60 c°g N I f � PR WALL PR WALL I A I LIGHT (Typ.) UGHT (Typ.) \ Ta• er 11 32.00' JN m1 I a �o0�o IIIIIIIII WALL 'Ori UGHGHT (Typ.) �I� N I I TM=86-A-203 4i � a al Lewis A. Boyer 11 Instr.#070006161 01 I ZONING: RA "Flail. �11111�11� N N I I � PR. E INV. OUT -728.10 U O w 'E O PROP. 18'-18'0 RCP, In �{ ILL CL. III STORM SEWER 0 0.55% Slope PR EW -1 FI.° PR. UGHT (Typ-)� Z� INV OUT= w 728.20 I Q00 PR. SWM I I DETENTION POND AREA °• �J) w a 3� �• 11 JN a �o0�o IIIIIIIII 'Ori �I� N NN q u 3 4i � a al W SINE c J "Flail. �11111�11� N N U O w 'E O ii. In 0 z FI.° a O E Z� 3 w n Q00 [,111111 C11111'1'lllll"11■ a �J) z of J w �w z z o0 32 PR. WALL PR. WALL PR, LIGHT T LIGHT (T..) / g W --(!j7 1 Ply. SAW -Cu I- N N N PR. VALL �..>s.._.._.._.._.._.-_ g TOP=733.43' / `$ GHT (Typ. N PR. WALL PR. WALL INV. OUT=729.91' LIGHT (Typ. LIGHT (Typ. 32.0 --99.93' 99 41' PR, WALL O PR WALL 85.00' GMT (Typ.) n ucHT (Typ) z 401 g STORAGE W Ex. SELF -STORE WAREHOUSE FACILITY z HUS �FACILI`Y BLDG. #4 k.B (6 INTERIOR UNITS) F11+001 1 I ER R UNII AREA: 8,500 Sq. Ft. a A 4,0 0 S. t. S (100'x85') A.0 ) PR. HB $ HGT.: 22' _(Max.) -25 F.F.=734.60 P . WALL " o T (Typ.) F F. = 34, PR WALL 2.00 LIGHT (Typ.) o tr a 32.0 ' P LHBLL Ex Water PR. WALL La I I IGHT (Typ QI -_ ;N: .41.L L Ex. F.H. Assy #1 of PR. WALL N PR. WALL R. WALL $"x8"x6" TEE ¢ Z -� LIGHT (Typ.) o LIGHT (Typ.) UGHT (Typ.) PR.jAU- STRIP SL OR 8" GV & Box / 0 4" YELLOW STRIPES LOW Ct �' 4" YELLOW STRIPES UGH (Typ.) FOR FIRE LANES Ex. 2) 6"0 N FOR FIE LANES FIRE LANES 6" GV & Box Go 25' Preblast (Min.) on c n Stee Bollards PR. 20' FREDERICK WATER ESM'T. Ex. Ex. (2) 6"0 L` Stubs and F.H. Ass 30'R 10 0 p Y INSTR.# 150002729 Steel Bollards m 30 0 30 90 t m 25' - C . � B.R.L. � x 8 GV & Box T X. 751.0 8" SDR 21 PVC (TYP.) WATER MAIN 25 B.R. Ex. 8" PLUG U 185.72' X. WM Ass X. 6 -'I o: Ex. Flushi ss teel B Scale 1 " = 30 ft I PARKING SETBACK e ° PAR IN SETB D 9/1, 0 TIAIO� PAINTER s 2y G 20� No. 18260 P O g.1 519 OA 7/ll�P G1 ssrONAL q2 � °E SURVEY: C.I.: 1 PAINTER-LEWIS 2' ao SURVEY DIVISION DRAWN BY: JOB NO.: T TGP 1407021 ARKING SCALE: DATE: 0923,40 W 3 1"=30' 04/23/18 S SHEET: _ 6- 6/12 JN a �o0�o 'Ori �I� N NN q u 3 4i � a al W c J Y > Wv N N U O w 'E O ii. In 0 z FI.° a O E Z� 3 w n Q00 a �J) z of J w �w z zZ oW 9/1, 0 TIAIO� PAINTER s 2y G 20� No. 18260 P O g.1 519 OA 7/ll�P G1 ssrONAL q2 � °E SURVEY: C.I.: 1 PAINTER-LEWIS 2' ao SURVEY DIVISION DRAWN BY: JOB NO.: T TGP 1407021 ARKING SCALE: DATE: 0923,40 W 3 1"=30' 04/23/18 S SHEET: _ 6- 6/12 EROSION AND SEDIMENT CONTROL GENERAL NOTES 1. All work shall be done in accordance with the current edition of the Virginia Erosion and Sediment Control Handbook and the standards and specifications of the County of Frederick, Virginia. 2. A Frederick County Groding Permit and permit fee are required for this project. A pre -construction meeting with the local program administrator is required prior to commencement of construction of this project. 3. The local program administrator shall be given a one (1) week notice prior to the pre -construction conference, the commencement of any land disturbing activity, and to the final inspection. 4. The contractor is responsible for the installation of any additional erosion control measures as may be deemed necessary by the local program administrator. SEDIMENT AND EROSION CONTROL NARRATIVE 1. P Project Description: 1 The continued development of this site consists of the construction of three new warehouse structures for general storage and self -storage materials. The phase of the site development will also include demolition of two sheds and expansion of a paved access aisles for the new mini -storage warehouse facilities. The work shall include layout of the buildings, related grading, a new storm water detention pond for Phases II, III, & IV, extension of the water main for fire protection, access aisles around the new warehouse buildings, site lighting, and minimal landscaping/buffer improvements. 2. Existing Conditions: This project consists of a partially developed lot consisting of 11.2847. Previously, this lot has been completely disturbed for its continued development and is partially paved and has truck aisles consisting of fully compacted shale and stone. There are several buildings that are used for office use, warehousing, and truck maintenance. As stated, the lot is currently developed and is generally open with supplementary landscaping and perimeter vegetative buffering along the adjacent RA zoned lots. The site has approximately 323 linear feet of road frontage along Fairfax Pike (U.S. Route 277) which will provide access to the site. A large commercial entrance exists at the northeastern comer of the lot along Fairfax Pike (U. S. Route 277). A majority of the existing parcel is gently sloping from the rear of the lot towards Fairfax Pike in a northeasterly direction to the existing storm sewer system that runs under Fairfax Pike. Approximately four acres of the rear portion of the site drains towards the southeastern comer of rear property line where this phase of the development will be concentrated. The areas of construction for the proposed warehouse buildings have been previously developed with stone paved trailer parking and storage areas that will be regraded to allow for the new construction. The area of development for Building /6 (Phase II) which will be developed first with the other buildings to follow in subsequent phases. The area of disturbance for Phases II, III, & IV is approximately four acres. 3. Adjacent Areas: The site is bounded on north by an undeveloped lot and the Fairfax Pike right-of-way. The western and southern boundaries are bound by RA zoned partials that are developed for agriculture and residential uses. The eastern boundary lies adjacent to one M2 let that is used for business and two RA zoned lots used for residential uses. 4. Soils: The soils map of Frederick County indicates the following soil types exist within this project area. On-site soils have been disturbed previously by the development of the existing Office and Warehouse Facility, 38: Blairton silt loam: (2R -7R slopes). Hydrologic soil group C. Class III Soils. (Approx. 100% of this site) 5. Erosion and Sediment Control Measures: a. Erosion and Sediment Control Measures shall be installed prior to any land disturbing activities. The work shall be confined to the designated limits of construction. For this project, the limits of construction are defined as the property boundaries. b. No disturbed areas shall be denuded for more than thirty (30) days. The contractor shall stabilize all exposed areas within seven (7) days after the end of construction of that phase of the work. If possible, all natural vegetation and/or mulching sholl be used to protect areas exposed during development of the site. The existing vegetation along the property lines shall remain in place and be protected during the construction process to the greatest possible extent. c. Soil stockpiles must be stabilized or protected with sediment trapping measures to prevent soil loss. Utility trenches located outside of paved areas shall be seeded and mulched within two (2) weeks of backfilling. d. Upon completion of construction, all permanent erosion and sediment control measures shall be installed. After stabilization, the temporary erosion control measures shall be removed, as approved by the local program administrator. All vegetative cover shall be checked regularly and any damaged areas shall be repaired, fertilized, replanted, and mulched, as needed. e. All properties adjacent to the site shall be protected from sediment deposition. This shall be accomplished by installing perimeter controls such as silt fence barriers, diversion dikes, filters or check dams, the silt traps, or a combination of such measures, as indicated on the plans. I. The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. 6. Construction Sequencing: PHASE I: 1. Site Preparation: Hand dig test pits over existing utilities to determine their depth and actual locations. - Phase I Controls: 2. Installation of Erosion and Sediment Control Measures: a. Installation of vegetative and tree protection controls around the existing vegetation along the adjacent property boundaries. IS. Construction of the construction entrance using the existing paved driveways. c. Installation of the silt fence along the adjacent property lines, as indicated on the plans. PHASE II: 3. Site Construction Sequencing: a. Removal and off-site disposal of the existing pavement and concrete structures, as needed. IS. Rough grading of site and installation of the storm water management, open-air detention pond to the appropriate finish and subgrade elevations, as indicated on these plans. c. Building construction. d. Installation of the proposed utilities. e. Installation of the inlet protection measures. - Phase II Controls. e. Finish grading of site. I. Stabilization of all lown and slope areas. g. Installation of subbase and base course materials and paver systems. h. Restoration and stabilization of unpaved areas. i. Final paving. j. Removal of all temporary erosion and sediment control measures, as directed by the inspector. 7. Maintenance The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. All measures shall be inspected daily and after each significant rainfall by the site superintendent or his representative. Any damaged structures shall be repaired or replaced by the end of work that day. a. The construction entrances shall be maintained so as to control the amount of soil materials that may get caught in the stone bed. If the stone becomes clogged with soil and mud, it shall be cleaned, or removed and replaced, as may be deemed necessary. A trash rock shall be installed as part of the construction entrance construction. If this measure fails to properly clean the construction vehicles, then a wash rack must be installed as directed by the local program administrator. b. The silt fencing and the storm inlet and outlet protection devices shall be checked regularly for deposited sediment. If sediment is trapped, it shall be cleaned carefully so as not to release the trapped sediment downstream or on adjacent properties. c. All seeded and sodded areas shall be checked regularly to ensure that a good strand of grass is maintained. Areas shall be repaired, fertilized, and reseeded or resodded, as required. 3.02 ENDWALL FOR CIRCULAR STONEim / • / PIPE ti PROTECTION OF PIPE CULVERT SIZE r ®rwc va mzr 12' 15' - 21 -Mite 2T M 30' LnulXiu lllliis A 0'-6" O' -B" 0'-9" O'-11' SIDE ELEVATION 11_0" B 0'-11' V-1' 1'-3' II II 1III ti� 1'-9" 2'-0' /'D' FULi V-4' V-7' PERSPECTIVE VIEWS 2'-2' 2'-6' z T. D V-0' vi V-6' 2'-0' as S-0" F M. V-8' 0'-8' 0'-g' 0'-9" 0'-9" mi 2'_3" 2'_11" FABRIC ORIENTATION ORIENTATION DETAIL A 3'_g" 4'_3" MV OTIOND FIA.L. WISH L 4'-0' OF INGROSS AND OFFERS PLAN VIEW 6'-0' W-0' 0"AAIxN 12'-0' a THAN 5%) WHERE THE INLET SHEEP OR OVERLAND FLOWS (NOT 0' -kA" 0'-2' EXCEEDING I C.F.S.) ARE TYPICAL THE M DD SHALL NOT 0'-3w' 0'-3v.' APPLY TO INLETS RECEIVING CONCENTRATED FLOWS. SUCH AS 01.10' - '-fid SECTION A -A O'-2' SaN¢: N.C. Rmri_nn Bud SMI nt ntml 1988 - Plate 3.17-1 111-35 CUBIC YARDS OF CONCRETE 12' -MV C. PI 0.241 0.492 0.697 1.318 2.067 2.947 C.M. PIPE .A 0.521 SoUrG,: Adapted from 1983 MarvIand Standards for Soil Plate 3.02-1 Erosion and Sediment Control, and Va. SWC 1 2 I STEEL OR WOOD POST 12" EXTRA STRENGTH FILTER FAB NEEDED WITH WIRE SUPPORT Fir MAX. SPACING WITH E SUPPORT FENCE /TO WIRE & FILTER FABRIC ATTACH SECURELY UPSTREAM SIDE OF POST. is RUNOFF ^" 4"x6" TRENCH WITH COMPACTED BACKFILL 12" 1992 3p/ ENDWALL FOR CIRCULAR IP SILT FENCE DROP INLET PIPE ti PROTECTION OF PIPE CULVERT SIZE r ®rwc va mzr 12' 15' T autt 21 -Mite 2T M 30' is wuL rave A 0'-6" O' -B" 0'-9" O'-11' r 11_0" B 0'-11' V-1' 1'-3' II II 1III ti� 1'-9" 2'-0' U U V-4' V-7' PERSPECTIVE VIEWS 2'-2' 2'-6' z T. D V-0' V-3' V-6' 2'-0' �nAeic S-0" F ppI D. V-8' 0'-8' 0'-g' 0'-9" 0'-9" ELEVATION OF STAKE AND 2'_3" 2'_11" FABRIC ORIENTATION ORIENTATION DETAIL A 3'_g" 4'_3" SPECIFIC APPLCATIoN L 4'-0' THUS METHOD OF INIAT PROTECTION IS APPLICABLE WHERE THE 6'-0' W-0' INLET DHADLS A REIATIVBLY FEAT AREA (SLOPE NO GREATER 12'-0' a THAN 5%) WHERE THE INLET SHEEP OR OVERLAND FLOWS (NOT 0' -kA" 0'-2' EXCEEDING I C.F.S.) ARE TYPICAL THE M DD SHALL NOT 0'-3w' 0'-3v.' APPLY TO INLETS RECEIVING CONCENTRATED FLOWS. SUCH AS 01.10' - '-fid IN STREET OR HIGHWAY MEANS. O'-2' SaN¢: N.C. Rmri_nn Bud SMI nt ntml 1988 - Plate 3.17-1 111-35 WITHSmiMENNT I� R� UNOFF GRAVEL STANDARD DETAIL ALTERNATE DETAIL TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL NOTE: 4. SET POSTS AND EXCAVATE A 4"x4" 1. INSPECT AND REPAIR FENCE AFTER EACH TRENCH UPSLOPE ANLONG THE UNE STORM EVENT AND REMOVE SEDIMENT WHEN OF POSTS. NECESSARY. 5. STAPLE WIRE FENCING TO THE POSTS. 2. REMOVED SEDIMENT SHALL BE DEPOSITED 6. ATTACH WIRE FILTER FABRIC TO THE WIRE TO AN AREA THAT WILL NOT CONTRIBUTE FENCING AND EXTEND IT INTO THE TRENCH. SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED. 7. BACKFILL AND COMPACT THE EXCAVATED 3. SILT FENCE SHALL BE PLACED ON SLOPE SOIL. CONTOURS TO MAXIMIZE PONDING EFFICIENCY. SILT FENCE DETAIL WITH WIRE SUPPORT NOT TO SCALE ADDAPTED FROM: 1992 VA E&S CONTROL HANDBOOK 3.05 18" MIN. DROP INLET MIN.) r BACKFILL GRAVEL AND WIRE MESH �P DROP INLET SEDIMENT BARRIER • . PIPE OUTLETI ., PIPE OUTUE T To FLAT A AREA WITH NO DEFINED CHANNEL IPLkN VIEW l` ��II��.��%�� ���T�%�� •�� •. .. �. 4N' ,aq1' ry•1 A. •r�IIIP,_ T 7- •4��4 �1 •_sem N��"D-: V �ASN�iyi� �i -�4<.� �eil��lU­r TO WELLDEFINED CHADINNELq VIEW �: 1•.x-➢1111FSUTBR SUITS RI ....ABASKEI. OR CONCRETE.2. La IS THE IERGM OF ME RIPRAP "RON AS CAUXUUnDUSING �TES 3 18-3 AND 3.18-4Source: Va. DSWC Plate 3.18-1 HOPE TO BE ATH MORTAR 0 NOT BEVD NOTES: 1. "H' MAY BE REDUCED UNTIL "X' REACHES A MINIMUM OF 4' WHERE ENDWALL WOULD PROTRUDE ABOVE SHOULDER UNE. IN NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FlLL SLOPE ORCH SLOPE OR SHOULDER. 2. THIS TION MAY BE PRECAST OR CAST IN PLACE. 3.A OCASr IN PIACE CONCRETE TO BE CLASS M. FOR PRECAST SEE SHEET 4. T7HHIS STMDNA m BE USED WITH! STRAIGHT ALL GHT CROSSINGS D SKEWS D' TO 46). 5. HEADWALL TO BE BEVELED IN Al MFRS EXCEPT WHERE A CONFLICT WITH INVERT OR WINGVAA )CCM. EW -1 Bill p� IIID ! L;,�,;;.',/I10''�•4� I � i�5,p" ,uira ����II���II16 � ;;uMitl„X113hu�i� 9��I��u,� �dNl l sill IMP!` - I'lll� pilllilii�I�Ilil�, EW -1, 5. BLV FL FflGE IS REQUIRE) ON AHE HEADWALL A&?E INLET END OF THE CULVERT (WHERE THE FLOW ENTI THE CULW 7. HEADWALL AT THE OITTLET END OF ME CULVERT MAY BE ETHER SQUARE EDGE OR BEVEL EDGE 8. ON SRNLOW FILLS WHERE ENDWAILS ME 1' OR LESS BELOW SHOULDER UNME THE TOP OF THE ENDWALL SHALL BE CONSNCTED PMATLEL TO ME E OF ME ROAD. 9. 3/4' CHNAFER MAY HE PROVIDED ON ALL EDGES AT MMUFA211RER'S OPT ENDWALL FOR CIRCULAR PIPE PIPE ti DIAMETER OF PIPE CULVERT SIZE OF ELLIPTICAL PIPE CULVERT (SPAN X RISE) 12' 15' 18' 21 -Mite 2T M 30' A 9R W A 0'-6" O' -B" 0'-9" O'-11' 1'_0" 11_0" B 0'-11' V-1' 1'-3' V-6' 1'-9" 2'-0' C V-4' V-7' 1'-9' 2'-2' 2'-6' 2'-9' D V-0' V-3' V-6' 2'-0' 2'-6' S-0" F 0'-6' V-8' 0'-8' 0'-g' 0'-9" 0'-9" H 2'_3" 2'_11" 3•_2• 3'_g" 4'_3" 4'_9" L 4'-0' V-0" 6'-0' W-0' 10'-0' 12'-0' a O' -fin 0' -kA" 0'-2' O' -2w' 0'-3w' 0'-3v.' b 01.10' - '-fid 0' -fid O'-2' 0'-2w" 0'-3' 10'-2" CUBIC YARDS OF CONCRETE 12' -MV C. PI 0.241 0.492 0.697 1.318 2.067 2.947 C.M. PIPE 0.257 0.521 0.739 1 1.398 1 2 I 3.145 Bill p� IIID ! L;,�,;;.',/I10''�•4� I � i�5,p" ,uira ����II���II16 � ;;uMitl„X113hu�i� 9��I��u,� �dNl l sill IMP!` - I'lll� pilllilii�I�Ilil�, EW -1, 5. BLV FL FflGE IS REQUIRE) ON AHE HEADWALL A&?E INLET END OF THE CULVERT (WHERE THE FLOW ENTI THE CULW 7. HEADWALL AT THE OITTLET END OF ME CULVERT MAY BE ETHER SQUARE EDGE OR BEVEL EDGE 8. ON SRNLOW FILLS WHERE ENDWAILS ME 1' OR LESS BELOW SHOULDER UNME THE TOP OF THE ENDWALL SHALL BE CONSNCTED PMATLEL TO ME E OF ME ROAD. 9. 3/4' CHNAFER MAY HE PROVIDED ON ALL EDGES AT MMUFA211RER'S OPT SPECIE nG EN STANDARD ENDWALL FOR PIPE CULVERTS 05 12"-36" CIRCULAR AND 23"x14" -53"x34" ELLIPTICAL PIPES 302 NOT.m SCA E VIRGINIA DEPARTMENT OF TRANSPORTATION 101.01 TYPICAL PIPE BEDDING DETAIL STORM SEWER PIPE N.T.S. + 16" FINAL BACKFILL II CAREFULLY COMPACTED SELECT BACKFILL CRUSHED AGGREGATE I NOTE: * 6" IN NORMAL EARTH FOUNDATION 12" IN ROCK OR SOFT FOUNDATION EROSION & SEDIMENT CONTROL KEY 3.02 TEMPORARY STONE ENDWALL FOR ELLIPTICAL PIPE ti CONSTRUCTION CE SIZE OF ELLIPTICAL PIPE CULVERT (SPAN X RISE) ENTRANCE 1- % 14' ]a' X IB' SILT FENCE s" X 24' N' X 3Y IS' % 1B' 4B' % Y[' el' X N' Z 0'-8' 0'-9' 0'-11' 0'-11' 1'-0' 1'-O" 1'-0' W 1'-2' 1'-5' U 1'-8' 1'-9' V-10' V-11' V-11' C) Z 1'-8' 1'-11' W 2'-4' 2'-5' 2'-7' 2'-8' 2'-9' dF2T' V-2" V-7" 2'-0' 2'-3' 2'-5" 2'-8' V-10" 3.35 0'-8" O'-8" f2' 0'-9' W-9' O'-9' 0'-9' O'-9' and PROTECTION V-10' 3'-3' X-9' 4'-0' V-2" 4'-5'4'-7'W-5" 7'-2" 9'-2' 10'-2" 10'-11' 12' -MV V-11' 2'-6' -10"S -2- S-2' S-6' S-9' 4'-a � 0'-2w" O' -31A' 0'-4' 0'-4:"' 0'-4v.' 0'- b 0'-2' O' -2w' O' -2w' 0'-3' 0'-3.n' O' -3v.' 0' -CUBIC -40 YARDS OF CONCRETE CONC. PIPE 0.502 0.855 1.236 1.500 1.811 2.101 2.5 J SPECIE nG EN STANDARD ENDWALL FOR PIPE CULVERTS 05 12"-36" CIRCULAR AND 23"x14" -53"x34" ELLIPTICAL PIPES 302 NOT.m SCA E VIRGINIA DEPARTMENT OF TRANSPORTATION 101.01 TYPICAL PIPE BEDDING DETAIL STORM SEWER PIPE N.T.S. + 16" FINAL BACKFILL II CAREFULLY COMPACTED SELECT BACKFILL CRUSHED AGGREGATE I NOTE: * 6" IN NORMAL EARTH FOUNDATION 12" IN ROCK OR SOFT FOUNDATION EROSION & SEDIMENT CONTROL KEY 3.02 TEMPORARY STONE P -L ooe0000000poa000000 ti CONSTRUCTION CE 0000°oO°o°o°o°o°o°o � r7 OU ENTRANCE 1- 000000°o°o 00000000 3.05 SILT FENCE V w / Asses 3.07 STORM DRAIN IP Z cp W INLET PROTECTION 7 ¢ 3.18 OUTLET QP W W U PROTECTION U O °000Q0000 °°°°°000 Of W O II• C) Z W a Q U W W 3.30 TOPSOILING z 3.32 PERMANENT SEEDING O PS 3.35 MULCHING Ml) MU 3.38 TREE PRESERVATION O TP and PROTECTION On HU- � On N _IO LLI LLI W Z M. N � 1 J V) Q Q Z� Q Z Z C 0 J O Ln O X ofZ U F- z W ywaM yZW Q -0 1 X Q U X > X J (N L � LLI 0Z(n d N LL a H r M LIJN . 0 H Q w = 0 C_ a c.i C.I.: P -L J ti JOB NO. w N � r7 OU ANTE: 1- W /� C N N V w / Asses t`1 Ly Z cp W W 7 ¢ � N H_ W W U U O W Of W O II• C) Z W a Q U W W z o � � � O U � N Z W J � O U Q N _IO LLI LLI W Z M. N � 1 J V) Q Q Z� Q Z Z C 0 J O Ln O X ofZ U F- z W ywaM yZW Q -0 1 X Q U X > X J (N L � LLI 0Z(n d N LL a H r M LIJN . 0 H Q w = 0 C_ a c.i C.I.: P -L J o JOB NO. w N � r7 OU ANTE: 1- an /� C N N V w / Asses t`1 Ly Z cp W W 7 ¢ W W U U Z J_ f W Of W O II• C) Z W a Q Z �~ � W I011Y.. PAAIIFR Tic. No. 018260 071148 / 18 ..2 SURVEY: C.I.: P -L 2. DRAWN BY: JOB NO. TGP 1407021 SCALE: ANTE: AS SHOWN 04/23/18 SHEET: 8/12 02011 BMP Standards and Speci ication0. 2013 Draft BMP Standards and Specifications aaiert Name: tw eualrets ra.0 %uteri OavNapment .a.w -v '.'r. oe.eloamem Olen. xo Project (Treatment Volume and Loads) Enter Total Disturbed Area Labme, 1-1 a7 csmu 0x11, P.nvomn emu I.=..Iw anal Carver xmmnry Pmr aream.,eM . mr q�sqiu rn.mrmmrxmma.rem 1„ csax ,rmrmmrrtrw :nl rale-faN.a.rx+.rm,.rvmr., Mrcaeta Im InMrMN mlmlanarbnrell,- Check: BMp peSlpn SpMfkOlbna (/St: 20a..aB Staff 5 w 3 uxmrp ie[rD aao Imuran .mmsememadmareml? .I mmleirzabedurmemenedx V RunaRCoe11{deab Rv [ dcaaass w.ar lPopll Imannersunu aso anal Carver xmmnry Pmr aream.,eM . mr ,:ala axaa csax a .r rale-faN.a.rx+.rm,.rvmr., ammeoam v.e m.er 1 D.n osl and 0.Q5 i nI5 .al R 0.39 Irgwh. nfvv a9s a95 0.95 n95 wn-arrwmmpay.rve [ dcaaass w.ar lPopll Imannersunu aso anal Carver xmmnry Pmr aream.,eM . mr unm,r ass.am., arm/aam sum r m r.D m r«.n/wmsae[e .r rale-faN.a.rx+.rm,.rvmr., ammeoam v.e m.er 1 D.n osl rmrrl n,rriulvm`r Dm opa larmq ma Imam xrmm Mnerriur1 am am an "nada" "narao aw Dw IN F xwrINox Mewpe0iul4,n l.ml OM DX 13v .1 t3a wmmrmnnm o.n on wa.Mrwm.o n ozz IN wmtM.emnw xM'r Tas a.xx rix xM.mmerm9 Rx I.x vranwwm4 Iaaa 457 as, mgrwpa ruml.ml 9A3 Dry mmrvron 4S7rle mum r Wml++rnlr p%Irr,.,xm,n D.a9 x9x rmer4rml n.l.,nmrn,.a , am D99 rix nC6 .„rm,.om, ar�, , "Naaaar ass a.99 xmnr.xm 71% T7x Tmrxm.r�w.q 4M at. rmgaM.wr.4 en ,-I (r.Nmx.. ampar nn an rm,eeeama. _ an ew..smM D.m Treatment Volume and Nutrient Load Treatment Volume and Nutrient Load aeon as Tamm rvel+m1-1 mmr a9W Di A3 n mmax+vvnenr turnsa ++pnnM1lV� U3eel a Vm+ a ,men, w 1011 lavrnl nnarPano..ew m anal -.1 I -al m+.r ..arn+Immrcrarrmrrrr luaka,ml x6$O I6.SDl ire+rmmry v e saY.D vamrcr vm+ +l•unx,= IDpL Te la.e.. ISa. laveueo Flae.. 0 aom r ple/vrl' rent arPveDry Plea)MRLmn 1aD2 lass anaeloamTPb•a =59 I.. ral lose makeIr -' Ilp/yrl .00 1 NO a.la ,oµ^^ rowl, a.,. aumn lmd lln/„1 am l4aemneRlrmrre..>m.r9 zr Mm.e.x,m.m..,d Dmw.wn,wwxrr.m 1 '°" •+oe:xM'e.:r.r TP toad la durd.. Beaubed (In,, 3.09 2r9 aaounrinr a8l naamt- pr.yew Mehl rmperww, meelln/nl Nitrogen of pafarmational Purlro9es Only) .Dnmm.nrmame ape..wrmrrrmr.enmwl rpss n M�De�aao.rrexm Mr.aaa az ea Iwmi �VIRGINIA I NUTRIENT BANx P.O. Box 142 Pmn "ad, VA 22846 (540) 908-1679 uw Vagi aNutr entBankcum March 29, 2018 Timothy G. Painter, P.E. 817 Cedar Creek Grade Suite 120 Winchester, VA 22601 Re: Nutrient Credit Availability- DWP Business Park- Site Plan Mr. Painter, The Virginia Nutrient Bank (VNB) is pleased to reserve approximately 2.88± pounds per year of phosphorus offsets (nutrient credits) for the site plan DWP Business Park located at 1114 Fairfax Pike Whitepost, VA 22663. VNB has approval from the Virginia Department of Environmental Quality (VDEQ) for Nonpoint Source Offset Generation Certification. VNB is approved to transfer nutrient credits in accordance with the Chesapeake Bay Watershed Nutrient Credit Exchange Program (VA Code 62.1-44.19:14 at seq). These Offsets are also transferable in accordance with the Virginia stormwater offset program (VA Code 62.1- 44.15:35) and the Virginia Soil and Water Conservation Board's Guidance Document on Stormwater Nonpoint Nutrient Offsets approved on July 23, 2009, to those regulator entities qualifying for nutrient Offsets. VNB manages the Shenandoah Valley Nutrient Bank located in Augusta County that we anticipate will generate 50.03 pounds of phosphorus reduction and 656.77 pounds of nitrogen reduction per year. VNB as of the date of this letter has capacity at the Shenandoah Valley Nutrient Bank site, pending a final approval letter from DEQ. Upod, approval and closing, VNB will retire 2.88± pounds of phosphorus credits in accordance with the Nutrient Offset Certification regulations. Respectfully, Virginia Nutrient Bank, LLC / 40' Nathan W. Blackwell, PE Manager 540-908-1679 NOTE: STORM WATER QUALITY THE STORM WATER QUALITY REQUIREMENTS SHALL BE SATISFIED THROUGH THE PURCHASE OF NUTRIENT BANK CREDITS AS INDICATED IN THE AVAILABILITY LETTER BELOW. VIEW OF EXISTING DOWNSTREAM CONVEYANCE CHANNEL N.T.S. VIEW OF EXISTING ONSITE DISCHARGE N.T.S. NOTE CHANNEL PROTECTION THE £X. DISCHARGE CHANNEL IS GENERALLY A VEGETATIVE, NON -DEFINED CHANNEL USED TO CONVEY THE STORM WATER RUNOFF IN THIS AREA. A FLAT, RIPRAPPED OUTLET HAS BEEN USED TO MINIMIZE THE IMPACT OF THE CONCENTRATED FLOW FROM THE PROPOSED POND. THE RIPRAP HAS BEEN SIZED FOR THE 10 YEAR STORM EVENT TO DISTRIBUTE THE FLOW AND CONEY IT TO THE EXISTING GRASSED SWALE. } - N pD 8 F�- I lar o61 '00,,g \ ^ V W > z +743 B F - N29'00 06$ 5.97' N :DOV it w p U Z w J 7z IJ Of O I J 0 Q _ I W 742 STORAGE I PROP. OUSE FACIIJ'D'D WARE 111, BLDCe. #R. N Oz FA 19,650130') (250• 'A so') ' N _ HGT.: 25 ( J 738.67 (StOPPed) Q Z Z 1p0 1 I C IJLj O T9 IrQ.l..l• I �`LJ Z V V W C SFJF- q' Q Z Q �eUlArr FI CY (51 x 51 ❑ of W a 1- HGT.: 25.738.87) "' I _ H Q O W / F.F. = � <Z C) I E �I 3 O PR, Sa 1 �ELF - STOP CL ?i UNIT #70 Ft, I Iof Q FLEA; 3,950 8 q. I O Q' _ (50 x x.) I n� Li f" N O NGT.; ( MaI - (/I na I--• F.F. = 736.00 N 3a/ � rS10{tAGE I 7 I ^R"soao PR. SELF- at aa7 UNIT o7Sq Ft. UP y b ARE'ic 00So') (n I (50 HGT.: 25, (Max.) = 735.33 Z F.F. Pa=86-A-193 Q W 136 150002729 STO s PR. U� #7B Ft. IN 1.2847 Acres < Y z W 4000sq.80) aro rP accl;ss / a a o9P rn J H(/)U_ Y � a I I Hl 0 25734.67 j F.F. = W W ♦- - PROP. SELF- 01 O Z_ � N 'PR. SELF-Sf ASE ! _ WAREHOUS B� #8 O N O LLj� PREUNIT 4 000 S4. Ft. O � (50 25• (Max.) ! (100 Moz.) CL F.F. s 734.67 i "FF734.60 ?� r = W I q AINESS VJ $ / 'O CL 1 Of a _ _ r b b I]Sick 1- / �T E1{C alal N I lT D) / 1 3rP WAR B a N O 1 ro n�r� 5S (t9P.7 ARE1� V / N N N a? tO x.ow 110 •Aft 1 1 W Y> ® G• act • .) O J LL 1,y a .F. F" ,. 34. W Of a EDo of ALxESS F- v 3 F a a PR. x-1729.10 I \/ Z ^ W 9P/, our- Ew-t gyp. te'-ter n 172. 20 ao 72e.z/ P cl. mos> max sur � IR � E7L 751.0 ' eSOR 21 Pa. ",-CUT �/ - ! z K A U� _ z z0 w � q U 519.29'22 '1Y 596.32 3ti � PLTH OF 1 .4E 1 WATERSHED TRIBUTAR 6.070 AC- La 11 PNNTIM r 736TC = 13.75 Min Lic. a. 018260 Cpfe = 0.56 wm Cpost = 0.72 eflo half "1,8 � v = 12.03 CIS ~v 02( 15.46 CIS ssIONAL Q10(pre) na 02(post)= 16.40 cis 01 (P°St)= 21.09 cfs SURVEY: _ P -L 2' DRAWN BY: JOB NO.: TCP 1487021 0 4 1210 SCALE: DATE: 1 a=501 04/23/18 SHEET: Scale 1" = 40 ft 9/12 on 17, STRRIP YELLOW 'FIRE LAryES F.H. 30 0 30 60 Scale 1 " = 30 ft IF. - -...AR UNIT #7g •'cwt AREA: 4.00p S LREA: 50' x 80.q. Ft. : 25' ) = ax 734.67 ) F_STORAGE T 00 Sq Ftx 80' ) (Max) 4.67 .96_8.1, WAT ER LINE 2� "20 FREDERICK 'ATEI�.ESA�T V I � BOA STRIPES LANES S907922�� 6. P 59 R. F•H' Ass E 3_GV &Box UK PR 81, END CON"r1(3 ASSY PTFE PHASE 1, TRUCTION JIR. HDCP ACC OOR (TMJ ESS -4� YELLO I I I FRE' LANEOR EOP /,VS' —86 A— lg3 11R#150002729 2847 4cres R HDCP ACCESS ooa "), ) AREA; 24,, ULDG. #8 000 S (100'240q Ft. x I HGT.: 25' ) F p (Max.) 4.60 PR. -2� FREbp =NSTR.# 150? T' 740 730 725 W CL 52 751. SDR r. (2) 6" 7,.650 Sq F7 30 0 30 -- 60-- 90 --\.— N t (250' Bol rds HGT: x ^ 80') G Y ax6 F.F. = 7 25'(Max.) Scale 1 " = 30 ft EX EOG _ 3 0 67 (Stepped) \ + \� PR. etig 9 LI 122.95'_8• D 45Noo c,° U x 30'R H d WATER -�C PR. 8,. G W� v R. 6• S1R1 YELLOW REDUCER4 + a ow FNUSHING ASSY.LENDPCONS7RUCTION W �� NA D 83 a RE LANES o + ry Q o w P PR -a 3 x SELF- ARFREDERICK 3 T RAGE ' ��., P 45' FU OI UNIT AREA: 3.750 7E PR. 45 E o9 NOT INCL DRE TER MAIN qw Wq PH (50' X ^•75Q riD A V -. (2) 6 Ery 8� TE Ta BE C0 N DR TED SDURI SNS FOR ETHI p 01 FGF.: 2573(.OX.) ti GV &BOX VERSIPR. 20' FREDL I PHAN OF EX V1 R WITH 6.67 t - WA ERICK TER ESM'T. PR. SELF—STORAGE Q s ARS; U3 95#7D I ®®® STRIPESLLOW FOR (5p, p SQ. Ft ' FIRE LANES I HGT: x 180) {PR. C HDCP F.F. 25' (Max.) ACCESS DO _ 736.00 � 12+00 I (TN+. oT All) 1 PR' SELF —STO m Ex. Oml L, X Fr st re I RAGE R. (1) 6" 3499 SF E1 META[ °r HYdr nt AREA: UNIT 000 Sq• Ft. a V & X 6 SERV/CE BA/NG #7 YS 35.0 HGT.. 80) PRA53, 736. 30, Ex. C F. F. = 7,35Max.) + 3.s1 DIP CL 58-, Sfee14) 6., /O 33 8 X6 Bollards TEE x� I - PR. SNIF—STp AREA: 4.0 7B F HG (so, 0 8 ) q. Ft O g 6 HGV &Yg 5 STRIP LLOW I \ L rn ox FI N FOR F F 25' (Max) w RE \ =4.67 +oo N ¢ aR ES Ex. San. Se\ to o\ R. SELF—ST 3 P \ 4" YEI I n... 1 m■■1m 735 II 1 735 730 II 1 730 725 II 1 725 UNIT ORAGE \ AREA; 4,000 Sq Ft 80' VE g HGT.S 25 ) PPE AND F GV, FULL Ji _ :73 .67) / I BEG. HASE ONIIISTRUCTION ASSY. HDCP ACCESS P (TM ) MIN. 11vST/� 86 ,4-193 11 /eI50002729 2847 ,4c�es DOR (T),) CCESS SEA: 24.000 S98 F (700' X 2,9 •q 740 735 11 735 725 11 725 /NV. I/VV /N=7 796, OUT -7 90 CL w C,1 1 — Z O > w (n J_ ' w C) F- ofO Ld = CL Z—"c W O WQZ w=g 3�a �o w I 0 ILi�J 730 725 P -L 2' -• DRAWN BY: JOB NO.: Z TOP 1407021 w SCALE: DATE: Y w — M I.=50' 04/23/18 Y Z W SHEET: 1 0/1 > aof0 O Q > a_ .1 U) L- OZ2�(n �LIJ U1LQi_CLH M Lu C w V) w Q 2 00 CL o- o_ U Jo IL ----1-■■1111111111111111111111111111■ �oNno 0 r N C C6p N N I D Q Q WW Z W WW 5 W Q D p Z 0 > d o a Y > � N /J D_ W W W U Z IL W �w s0 3 W a a Zr W Q� a -�__�_ '-�'I YOB z� _�_■■I- � W DZ Z Z Z � W r1orw�mlpfflw�odw __�- _:� - 10+00 11 11 740 730 725 W CL 52 751. SDR r. (2) 6" 7,.650 Sq F7 30 0 30 -- 60-- 90 --\.— N t (250' Bol rds HGT: x ^ 80') G Y ax6 F.F. = 7 25'(Max.) Scale 1 " = 30 ft EX EOG _ 3 0 67 (Stepped) \ + \� PR. etig 9 LI 122.95'_8• D 45Noo c,° U x 30'R H d WATER -�C PR. 8,. G W� v R. 6• S1R1 YELLOW REDUCER4 + a ow FNUSHING ASSY.LENDPCONS7RUCTION W �� NA D 83 a RE LANES o + ry Q o w P PR -a 3 x SELF- ARFREDERICK 3 T RAGE ' ��., P 45' FU OI UNIT AREA: 3.750 7E PR. 45 E o9 NOT INCL DRE TER MAIN qw Wq PH (50' X ^•75Q riD A V -. (2) 6 Ery 8� TE Ta BE C0 N DR TED SDURI SNS FOR ETHI p 01 FGF.: 2573(.OX.) ti GV &BOX VERSIPR. 20' FREDL I PHAN OF EX V1 R WITH 6.67 t - WA ERICK TER ESM'T. PR. SELF—STORAGE Q s ARS; U3 95#7D I ®®® STRIPESLLOW FOR (5p, p SQ. Ft ' FIRE LANES I HGT: x 180) {PR. C HDCP F.F. 25' (Max.) ACCESS DO _ 736.00 � 12+00 I (TN+. oT All) 1 PR' SELF —STO m Ex. Oml L, X Fr st re I RAGE R. (1) 6" 3499 SF E1 META[ °r HYdr nt AREA: UNIT 000 Sq• Ft. a V & X 6 SERV/CE BA/NG #7 YS 35.0 HGT.. 80) PRA53, 736. 30, Ex. C F. F. = 7,35Max.) + 3.s1 DIP CL 58-, Sfee14) 6., /O 33 8 X6 Bollards TEE x� I - PR. SNIF—STp AREA: 4.0 7B F HG (so, 0 8 ) q. Ft O g 6 HGV &Yg 5 STRIP LLOW I \ L rn ox FI N FOR F F 25' (Max) w RE \ =4.67 +oo N ¢ aR ES Ex. San. Se\ to o\ R. SELF—ST 3 P \ 4" YEI I n... 1 m■■1m 735 II 1 735 730 II 1 730 725 II 1 725 UNIT ORAGE \ AREA; 4,000 Sq Ft 80' VE g HGT.S 25 ) PPE AND F GV, FULL Ji _ :73 .67) / I BEG. HASE ONIIISTRUCTION ASSY. HDCP ACCESS P (TM ) MIN. 11vST/� 86 ,4-193 11 /eI50002729 2847 ,4c�es DOR (T),) CCESS SEA: 24.000 S98 F (700' X 2,9 •q 740 735 11 735 725 11 725 /NV. I/VV /N=7 796, OUT -7 90 CL w C,1 1 — Z O > w (n J_ ' w C) F- ofO Ld = CL Z—"c W O WQZ w=g 3�a �o w I 0 ILi�J 730 725 SURVEY: C.I.: P -L 2' H DRAWN BY: JOB NO.: Z TOP 1407021 w SCALE: DATE: Y w — M I.=50' 04/23/18 Y Z W SHEET: 1 0/1 > aof0 O Q > a_ .1 U) L- OZ2�(n �LIJ U1LQi_CLH M Lu C w V) w Q 2 00 CL o- o_ U Jo IL �oNno 0 r N C C6p N N I D Q Q WW Z W WW 5 W Q D p Z 0 > d o a Y > � N /J D_ W W W U Z IL W �w s0 3 W a a Zr W Q� a z� � W DZ Z Z Z � W SURVEY: C.I.: P -L 2' DRAWN BY: JOB NO.: TOP 1407021 SCALE: DATE: I.=50' 04/23/18 SHEET: 1 0/1 APPENDIX D FIRE APPARATUS ACCESS ROADS Referenced From The 2012 Frederick County Fire Prevention Code D103.6 Signs Where required by the fire code official, fire apparatus access roads shall be marked with permanent NO PARKING—FIRE LANE signs complying with Figure D103.6. Signs shall have a minimum dimension of 12 inches (305 mm) wide by 18 inches (457 mm) high and have red letters on a white reflective background. Signs shall be posted on one or both sides of the fire apparatus road as required by Section D103.6.1 or D103.6.2. SIGN TYPE "A" SIGN TYPE "C' SIGN TYPE "D" SIGN TYPE MODIFIED "D" NO NO NO NO PARKING PARKING PARKING PARKING is" le- FIRR=I� E Fpt~ E FYtE LANE � �► I 12" i2" ' I18 I pariment Connection 1 0103.6.1 Roads 20 to 26 feet in width Fire lane signs as specified in Section D103.6 shall be posted on both sides of fire apparatus access roads that are 20 to 26 feet wide (6096 to 7925 mm). D103.6.2 Roads more than 26 feet In width Fire lane signs as specified in Section 0103.6 shall be posted on one side of fire apparatus access mads more than 26 feet wide (7925 mm) and less than 32 feet wide (9754 mm). V._ ...B Im Smartly. W. Fgun Nu 7 mM.ee WAnar Wpaeclbn:FlWmo WYan wdurt Fia«61M.WABDaOB2a m 1 K lmnn C«wnTeee e«auzr K, `°"n'°le NYtlpe manllolacwer m. CORUb.£H« %� z aelumnem anBwMb Xnls'1BE pIBW d buMldmmnNnl onloP Pav[mam «nM eM bMcm n repmery bate/IX W Wr ae ­ubcr«� damM« VIP%nPl6varW \ TMIP%FIP0.vPa 6eaM13 ad'q tlock pe, dpeabb NOTES I. An dd�N M,en be r aamM« z Fprinrwa aerera•«loo Inelunx«ffv nmw IreaaM.l 3.Oukk®xunrecl (um vW g,reva) ¢udXq wudNplp ba PdYr/nRknc Q I MIP FlP%ma148'Je..11 eswM. HmW wu a. vwe' uR ba wTeM ra dr MOMleb . NPrCmippappi Wdyw/s'.1 0 "I M.1 M We MBa 311 almMu ®I,lewl ll S. &pump h1.Ive %IA(Y %3114 alUmMune,yle w/u9d1 amine Mbaw otreM COMBINATION AIR RELEASE AND VACUUM VALVE VAULT MAR 16 STANDARD aMd bnM01 emM Do. CONCRETE CRADLE .n Nl Set nu n be «.nwde .. cI ASTM BOBS mvimum ee„vry. W. *Rl O.D. CONCRETE ARCH r mlae lddl CONCRETEENCASEnfIIT TRENCH & BEDDING -1- MAR1S \\\M, filplur.I 1�\\llry 40 J"_ \,\\NOTTE �mn«ae pea V'%ae..eEeep ® rjD i 1p) zo Y—' In mGM flus rnbeim,M eedlkMMdMN p, a wyjpMlmefellawithinthePetlfiMlenD111IX wM brats d me IMin9 a11M1 ba Inbane]. L = reaPanee ImWh d PCc RW « DIP) D =IXpedfivrar D � rano sDma wm,?wwpMa �bapre 2CTS pYYMMIare YGWI vetsw Iuwdy lPET12P]Pi PElan up al Weola /wmectlauM tC velw opxMB-- 2•aan MP WATER MAIN FLUSHING ASSEMBLY Be -7- MAR 1O C«wnTeee e«auzr K, `°"n'°le NYtlpe manllolacwer m. CORUb.£H« %� z aelumnem anBwMb Xnls'1BE pIBW d buMldmmnNnl onloP Pav[mam «nM eM bMcm n repmery bate/IX W Wr ae ­ubcr«� damM« VIP%nPl6varW \ TMIP%FIP0.vPa 6eaM13 ad'q tlock pe, dpeabb NOTES I. An dd�N M,en be r aamM« z Fprinrwa aerera•«loo Inelunx«ffv nmw IreaaM.l 3.Oukk®xunrecl (um vW g,reva) ¢udXq wudNplp ba PdYr/nRknc Q I MIP FlP%ma148'Je..11 eswM. HmW wu a. vwe' uR ba wTeM ra dr MOMleb . NPrCmippappi Wdyw/s'.1 0 "I M.1 M We MBa 311 almMu ®I,lewl ll S. &pump h1.Ive %IA(Y %3114 alUmMune,yle w/u9d1 amine Mbaw otreM COMBINATION AIR RELEASE AND VACUUM VALVE VAULT MAR 16 STANDARD aMd bnM01 emM Do. CONCRETE CRADLE .n Nl Set nu n be «.nwde .. cI ASTM BOBS mvimum ee„vry. W. *Rl O.D. CONCRETE ARCH r mlae lddl CONCRETEENCASEnfIIT TRENCH & BEDDING -1- MAR1S \\\M, filplur.I 1�\\llry 40 J"_ \,\\NOTTE �mn«ae pea V'%ae..eEeep ® rjD i 1p) zo Y—' In mGM flus rnbeim,M eedlkMMdMN p, a wyjpMlmefellawithinthePetlfiMlenD111IX wM brats d me IMin9 a11M1 ba Inbane]. L = reaPanee ImWh d PCc RW « DIP) D =IXpedfivrar D P e• tr tP tC '2V za• L(19 Be Be 100t'A RO 120 Mu tO] TEE, C3 0 /y L = maaanee 1«,0X1 W dPa 1MC« DIP) D=dpO Elmla+a' HORIZONTAL BEND RESTRAINED JOINTS FOR TEE, CROSS, WYE AND HORIZONTAL BEND .2- D, re soul MtlMfilling MMI be MA -Ree. Inalfial Brldriswfinn me apatl(ISE Imam m m.Imgealtledme,etVa&WI W,mbg,lee. L=ls4ered WgM or Plperx-DIP) D=dpedMMM D b LM Viqq i. A4 Be G L(fl) 20 2t RO 2D 20 1 20 1 A HORIZONTAL BEND RESTRAINED JOINTS FOR TEE, CROSS, WYE AND HORIZONTAL BEND .2- D, re soul MtlMfilling MMI be MA -Ree. Inalfial Brldriswfinn me apatl(ISE Imam m m.Imgealtledme,etVa&WI W,mbg,lee. L=ls4ered WgM or Plperx-DIP) D=dpedMMM REDUCER L In aeration m rs:lalmne me rvrecM«, any Idm ma tan wnnin meapedfiee iMommM bemnainea D b LM Viqq i. A4 Be G a0 60 W N \ 20 m zo at M FQ Qf Ld Ld ' \ J W F � Will �oeoommm aQ J Y W ®o00�mm T V Z WLu O m00000m Q ZW U 3 tJ+FI �eve�oo All REDUCER L In aeration m rs:lalmne me rvrecM«, any Idm ma tan wnnin meapedfiee iMommM bemnainea VALVE, DEAD END RESTRAINED JOINTS FOR REDUCER, FIRE HYDRANT ASSEMBLY GATE VALVE AND DEAD END 6- APR OR -3- \��i8®� D b batr Viqq i. A4 Ilil€���111�11Co G a0 60 W N \ 20 m zo at M FQ Qf VALVE, DEAD END RESTRAINED JOINTS FOR REDUCER, FIRE HYDRANT ASSEMBLY GATE VALVE AND DEAD END 6- APR OR -3- \��i8®� D b batr Viqq i. A4 Le m) G a0 60 W N \ 20 m zo at M FQ Qf Ld Ld ' \ J W F � Will TDQ 5 aQ J Y W W U T V Z WLu O Q ZW U 3 tJ+FI All t8", 18", 2D' and 24" GATE VALVE '5- APROM - pup armelagma p"p(mIXNFl =dpedNna« W = emwl bene rmrMlivc vu, dripe(PVC IX DIP) W_up bradr na] IaplMX pipe(PdC or Dal D - Ml cl FEB 09 FEB W up W. (y eePm / v ram aeba vryw...... \� baMor.wy xis1vM.ln \ aaaspec and lmmmatrwiv wmmm nmepedfiee NnMnmeaelaep dmefimne anMl ber larletl. ;TRAINED JOINTS FOR VERTICAL OFFSET -4- L(R) 4_ FEB Be N1^ D b batr 18'.18'&W ze• A4 Le m) z0 a0 60 W N W M) 20 m zo at ;TRAINED JOINTS FOR VERTICAL OFFSET -4- L(R) 4_ FEB Be N1^ D b ba,r +b.1M•azo 2e 22,12 Wm) 20 20 J0 YO N WIN 20 zo 2020 Q W ;TRAINED JOINTS FOR VERTICAL OFFSET -4- L(R) 4_ FEB Be N1^ D a•batt z 1W.lV&W 2" it 1AF WIPo 20 20 20 20 N W PN 20 zo 2020 Q W ;TRAINED JOINTS FOR VERTICAL OFFSET -4- L(R) 4_ FEB Be N1^ r Z W Y LLL M y Z W Q —c�> 12-a�o J N Q d L NL -'_M � Q L W AAI sf U) La a l_ a— /-m W N r.L r T 3��1W Ld Q 0 CL 0L U C.I.: P_L z o 9 'W^ V y/,^ Z W JV' N X N � W Q 0 N I) w � W Q W M FQ Qf Ld Ld LLI Q J W F � W r Z W Y LLL M y Z W Q —c�> 12-a�o J N Q d L NL -'_M � Q L W AAI sf U) La a l_ a— /-m W N r.L r T 3��1W Ld Q 0 CL 0L U C.I.: P_L J o JOB NO. ato�mo N � DATE: - 04/23/18 N ='W N N 0 N I) w Z qD W W TDQ 5 aQ J Y W W U T V Z WLu O Q ZW U 3 tJ+FI Q z a J W � W Z Z Z O W U Lie. 146. 018260 SURVEY: C.I.: P_L 2, DRAWN BY: JOB NO. TGP 1407021 SCALE: DATE: 1"=50• 04/23/18 SHEET: 11/12 1/12 LANDSCAPING Parking Areas: Proposed Parking Facilities: (Criteria) - 1 Tree per 2000 Sq. Ft. - Headlight Perimeter Screen Along R -O -W & Adjacent Properties: (3' High Evergreen Hedge) - Landscaping Islands - 5% of Parking Area - Interior Parking: 1 Tree per 10 Parking Spaces Provided: 1 Tree per 2000 Sq. Ft.: Existing Impervious Area 30,217 Sq. Ft./2000 = 15.11 => 15 Trees (Required) => 15 Trees (Provided in PHASE 1) Proposed Impervious Area (10,000 Sq. Ft. for Self -Storage Development) 39,447 Sq. Ft./10,000 = 3.94 => 4 Trees (Required) => 20 Trees (Provided) (For PHASES 11, III, and IV) Perimeter Screen along R/W & Adjacent Properties: (3' High Evergreen Hedge) => Not Applicable (The parking area is fully screened.) 5% Interior Landscaping Islands: 30,217 Sq. Ft. x 5% => 1510.85 Sq. Ft. (Required) Landscape Islands: => 7594.00 Sq. Ft. (Provided in PHASE 1) Proposed Parking Areas: 1 Tree per 10 Parking Spaces 8 Additional Parking Spaces/10 => 0.8 Trees (Required) => 1 Tree (Provided in PHASE 1) Buffer: Category "C" Buffer along Adjacent RA Residential Properties Where the existing vegetation has been removed for the proposed grading, a Category "C" buffer will be installed. 580 linear feet of proposed full screen: 580 If/10 = 58 x 3 =174 Plants Required (Total) - 3 Deciduous Trees: 58 Total Required - 3 Evergreen Trees: 58 Total Required - 3 Shrubs: 58 Total Required Provided: 64 Deciduous Trees 60 Evergreen Trees 60 Shrubs 184 Total Plants Provided (See plan for location & species.) - Additionally a six foot (6') board fence has been included, as well. For the areas where no grading or land disturbance is proposed, the existing buffer will remain, as indicated below and on the plans. The natural buffer exists and will be maintained for 121.79 linear feet. The existing vegetation consists of o mixture of mature deciduous and evergreen trees. - A 6' high opaque screening fence shall be installed to provide supplemental screening. Self Storage Landscaping - The total length of self storage warehouse facilities facing the adjacent M2 zone property is 365'. - 365'/40'= 9.1 => 9 trees - 9 trees (Provided in PHASE 1) Crabapple species are proposed due to the overhead power lines. LANDSCAPE INSTALLATION: 1. Confirm the locations of any utilities above or below ground prior to commencing work. Contact the Landscape Architect in the event that utilities or any other structure conflicts with the layout shown on the plan. 2. Verify the quantities shown on the plant list with totals indicated on the plan. Contact the Landscape Architect in the event that discrepancies exist. Supply unit prices to the Owner at time of bidding. 3. All materials are subject to approval by the Owner or Owner's representative. Provide the Owner with a tag from each plant species and a list of the plant suppliers. Where any requirements are omitted from the Plant List, use plants which meet the normal requirements for the variety according to the American Association of Nurserymen. 4. Plants shall be sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae, and shall have adequate root systems. 5. Sizes specified in the Plant List are minimum sizes against which the plants will be judged. Failure to meet minimum size on any plant will result in rejection of that plant. 6. Groups of shrubs shall be placed in a continuous mulched bed with smooth, continuous edges as shown on the plan. All mulched beds shall be curvilinear in shape following the contour of the plant mass. Apply a minimum of 3 inches of mulch uniformly over beds. Trees located within four feet of any shrub bed shall share the same bed. Grade finished planting beds so as not to impede surface drainage. 7. Locate trees a minimum of 3 feet from walls or walks, if possible. 8. Stake and guy all trees according with standard practice and/or the suppliers recommendations. At a minimum, all deciduous trees shall be double -guyed with 72" hardwood stakes driven firmly into the ground. Secure tree to stakes with #9 galvanized wire guys with rubber hose connections. Stakes shall be2"x2"x72". 9. Use shredded hardwood bark mulch in all planting beds. 10. Remove all tags, twine and containers from installed plants. Roll back burlap one third on all B&B plants. 11. Plant substitutions are permitted with consent from the Landscape Architect. 12. Prepare the soil in all bedding areas by mixing into the top six inches of soil one cubic yard of manure, peat and 10-6-4 granular fertilizer per 100 square feet of area. Remove any turf, weeds or other vegetation completely prior to installation. 13. Plant all materials in their appropriate season. The Contractor shall guarantee all plant materials and workmanship for a period of one year from time of installation. 14. All existing plant materials shall remain unless otherwise noted on the Site Plan. 15. No trees or shrubs shall be placed in Frederick Water easements. 16. All landscaping shall conform to the Frederick County Zoning Ordinance and specifically section 165-203.1 z 6" 2'-0" I CG -6 COMBINATION 6" CURB & GUTTER NOT TO SCALE (SEE VDOT (CG -6) ROADS AND BRIDGE STANDARDS FOR ADDITIONAL INFORMATION) 620 ih `n CG -6R 6" �� 2'-0" COMBINATION 6" CURB & GUTTER (REV.) NOT TO SCALE IA L/THO/ IA L/GNT/NG QTY. FEATURES & SPECIFICATIONS DESCIPTION .1.. rnmmyo.p.ray�m. HEIGHT fwaaomust-k" OX51P4MM OfPIM1 +LanrmmmulrcarMwn9.lampbvaaMvpm,eelaM wePL �.�ara wr.,an .anw"aYmrm,m awmm,.rmm.,,mmm„�abam. 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X6X PAFARARf 5051RMxIRJmW l.9hlarlenmmpNantu r.Prehlmm.YlSM gianlbllf.Agw,"ry aLOM,MeI gill Yp„anve b.,uMaart,wmm.a9]eaHpS HwA.di smueeowehq ermWWahW,"AImn-nbn.lrv.MlkuExalma enW 1AW.-i.�.cal.M .e.aLLwmwbwpN.`v e Remain "gam asixInN5 3„abwM.aYk.t1WMmRMw"L.d.1e(aROenwy.xL .o.,Ls+alkew wennYYiW5 lelwP-l0.&HUunMrE4(RtMNIrYMI.w(ntlMXee0ma.Olnrtr]S( anexasicx4ninal.11 IF a4rewmmn,m..rwbma 11we1". m.a0c9 w r MytAYp4y1 Miami wa ,, 1-d ...WtlY ru, .:,+s�5.. nm a ana"NeS 6 Mm:4Mabmudl.naegmR"irhywke.n y®.®§+PYm,wea.. "e lc.l"w,l eae wbineYAl M r,.xa.wY wRne r wpwwWe.a"MaepmnwnsxM,miL [v. W:RF3100Me1RXWR5PotlP on QTY. CATALOG NO. DESCIPTION LAMP HEIGHT Y,6 wePL WrtY Yq, w lana BF 40 so enealk " IwaY,eaE,q IR an (m) Ywn, be, emlmm` mwm me L70 Ufes an war cvn a IRpefpgntW se, YY Us (aXM."ly, Y_ x-p,k M Tam gill Yp„anve SL 4 - R, IP V w_ prtlPM "gam MIMI YRamq auseeevR �exi w rYwxww. 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R 4WY�fYe__ a(vbPYYY,®p ewOeA as POLE -MOUNTED PARKING LOT LIGHT FIXTURE TYPE: "SL" NOT TO SCPLE WPLED26 P Loft nw: P,w.n.er: Dm. 1. D,Hx Mo WDI,IIa c..rn Peau ma ra.somelenal caa,wa.". c „ mpnpam: xa, pRa,- „ �,.. aura. ae"m:,.sw LRnn=r YY Technical specifications cananNmmM: Tn uwm Lon euriwne.: UL J,15, acc,lCw"Y.f Geb3roewel ,MTn yam.. muu urn.¢nmreun n, swY.wa.xmw..wYa.w mnamywmnaaY+rnam.ammmnaM.., W.,. a.ce, a L�ml 1 Hmx,Mw,,... x.a=oa.o-wcn.r,.>na wa".wr DW Lived ell`.,ManlSvlmmm.weRcmm. e.LaYw aa.um..,,nnna.am. rmwtium Dmq cee. n D,M•. c.Ci ry men WnapE'ebrM.ln Fa^ IP Rwnp - ac wmna".wmnw maRa,Pw,na,.,.M.m aaon.lrowrr..mmw,ma"+a..,w. D.n, sYrapp...w: Fie,h oncan.. nw,rumW.Mmn S.YPaMLb,M,Wn.. f.nmN+fo- Wn<wWiw ML'M,nnAatr PaaM: FDCIuncYri.,lq T.n � bnwaeam w,awYa L.war. " IP..nan: m, L'mi-ndp,mpwyNeyu6aa Laa _ _ - Da n.mn„r,r.,w.•+n, cocw, �,n.p.,Rane, cnwp.,. am LLba bx.e Iw Lan cwew.xw. w.ww: eaaN,lnm .xun..n iwwu,. ,e "r tav^"^r Nrtromm.+m"�ocHosl E �e,y ,",a.awey� Calo.tomlere.,ry: °'n•^ �x°w� a r.D.,arlo,n A.ICLmpRmu: ,,.P va.aa.mlwpno^mreawn.nwa,m Mama.x em,n.Y.,aw,n.a. wn ,,,xv:P,rx,axm,p iap,,,«n, Rea .mean CeNSbbillry: m.+n xnre.,ea QunaxW wnzmp mccroa..sre+�"rMewa,nmx. c, ,roce,nceennn .1 ne: Dw.a.wn Pnw,n Li BUILDING -MOUNTED FLOOD LIGHT FIXTURE TYPE: "BF" NOT TO SCPAE LUMINAIRE SCHEDULE LABEL QTY. CATALOG NO. DESCIPTION LAMP HEIGHT AR 20 WILLOW OAK BLDG. MOUNTED WALLPACK,- a Color 15' BF 40 RAB WPLED26 26W LED, Dark Sky, Full Temp: 5000k (COOL), MOUNTING j v � Cutoff & Shieltled L70 Ufes an HEIGHT sone ij Viburnum x myticiophylloides 'Alleghany (2)AREA UGHT with Type 3, (2) 400 WATT CLEAR 25' POLE SL 4 KSF2 400M R3 SHORT, CUTOFF REFLECTOR, ED -28 METAL HALIDE, di9;l T N H RIZ NTAL P RI N HEIGHT STATISTICS DESCRIPTION I SYMBOL AVERAGE MAXIMUM MINIMUM MAX N. AVG./MIN. CALL. ZONE II + 1.6 fc 13.0 fc 0.0 fc N/A N/A NOTES: SITE LIGHTING -A FULL CUT-OFF VISOR MUST BE INSTALLED FOR ALL BUILDING -MOUNTED LIGHTING TO PREVENT ILLUMINATION OFF-SITE. -ALL BUILDING MOUNTED FLOOD LIGHTS SHALL BE FULLY SHIELDED AND DOWNCAST AS REQUIRED. -ALL SITE LIGHT POLES SHALL BE EQUIPPED WITH SUPPLEMENTAL OPAQUE SHIELDING ON THE RESIDENTIAL SIDE TO PREVENT ILLUMINATION AND LESSEN GLARE OFF-SITE. PLANT LIST SYMBOL QTY. I COMMON N BOTANICAL NAME SIZE EMAB AR 20 WILLOW OAK QUERCOS PHELLOS 12A 2.5" NOTE Lt U PS Z a 1a CIPER NOTE L7: CALIPER MEASURED 4' ABOVE GRADE 0.00' Landscape Easement ghany Viburnum / -White Pine 4 ,�6' Screening Fence L Area Tree 061.1 4d., 46,� Acinicess Aisle zshed Grade L SWM POND 7 102.66' 1z1.7s UN o -o sb'1 +o., bs +03 � �6 le000e �.a5zs9 +1g LANDSCAPE BUFFER CROSS SECTION FEET OF EXISTING 7�� VEGETATION TO BE 46.5 460gb- SCALE: 1-20.0' PRESERVED AS BUFFER SCREEN 4d2 IX PDIE UWT0.6 42.4 1.8 S^L +4.3 0./ (RFHO\E IX SMGIE J t.2 xn,RE N,0 x15r SL 40.1 16s (RdOLE°� u6DAG1E 46.3 46.s 001181E 9x1UPE . -STORAGE 16.0 .(o.z + nxoOUNU("nn use i9.2 iD.1 4 WAREHOUSE FACILITY ,.] +24.1 -1°i a, PHASV III, BLIDG. #7 +o.y +1.7 46.7 + s°.1 16.0 (4170 bi .9 +z.5 AREA. 501 x -80') t3 4b.4 48.3 10.3 40.8 11.0 10.8 0.2 46.2 40.2 40.1 10.1 +0.1 0.6 +0.0 F.F. = 736.67 (SteppeA) + QW 0. 15)PS .B + 40.5 10.3 40.3 + 0.3 48.0 0.6 .8 40.6 tb.4 48.3 +4 +0.3 6 +0.6 +04 18.3 +0.1 48.f +0.1 + 48.1 .0 4b.0 .0 h48.6 0.' +0.6 48.4 +0.4 48.3 40.2 0.1 ba 40.0 40. 0.2 .r +o,T + Pk. SELF -RAGE +0.3 +°. 46.1 0.4 UNIT 7E 4d3 403 t.1 46.1 v AREA: 3,750 Sq. Ft. _ - u 3 s6o 46.0 -, .1 (50' x -75')`'.- +04 -V3 +0.2 16.1 +aI ° $.o H ° 1.0 HGT.: 25' (Max.) +0.3 t.1 $.1 niS.p 06)V IX Paf F.F. = 736.67 .3 +6, 46.1 (eNDUNU IX SIR �'�146.6 t II nxTURE RW INST J '16.2 CT 4°. (9)T 3 0W[xf +%IURFJ 46.3 + 1 - U�1 _ a $L M1.5 +2.z PR. SELF -STORAGE o.3 +0.3 (9)A UNIT #7D a AREA: 3,950 Sq. F1L1 to (50' x -80') 9.3 46.3 + +o.o -5 +2.1 +i.a HGT.: 25' (Max.) F.F. = 736.00 I to -b o x 1M. Noce 126 " PR SELF -STORAGE 'b3 + 1.3 +(Tw. W NQ 0.3 (15) 15)PS ,.0 UNIT #7C 3 I © F - AREA 4,000 Sq. Ft. I 'b.1 Z +0.6 (50' x 80') �' 4b.3 +0.4 48.4 + 46.0 0'✓' W s +0.3 HGT.: 25' (Max.) .4 o S A 0.4 +0.4 Y W - � 40.3 46.2 y Z W F.F. V wul 735.33 +0 18.i 46.1 N14.54'26"E 1127.9 d d -0 Q 0.3 46.4 40 46.8 4-0 41.1 +o.5 °•+ +0.3 PR. UNITSELF#7B 4a 4.z rY� V X i IX r AREA: 4,000 Sq. Ft. 1 3- 4<.> 46.3 40.1 46.1 J V) 46.5 (50' x 80') 0.3 +0.4 + 7LTR.11 002 7 + 4a., W 0 � �. 16.6 HGT.: 25' (Max.) 2.5 +3.s + /NS1R./150002728 32 +3.s +4.6 4b.i O Z Q O W 9)TC F.F. = 734.67 PR. efA a.s _ 11.2847 Acres PR. wALL 16.3 at V) LR_ F- B LI HT (T)c, - . BF uon (TwJ 4b.4 + 0.4 + I I N (9) 1.6 +i. +2.3 �'PR. SELF -STORAGE o.s 3 -, R.HOOP (cw)ccEss / 0.3 I 146.2 40.2 m W UNIT /7A + I I , F- 91 s AREA: 4,000 Sq. R. Pe. WM1 /x`1.4 +1A _ A +s.z (50' x Bo') 2.e BF PROP. SELF -STORAGE �LLJ ° 1�iv.7 / +i.z i6 �.' F + HGT.: 25' (Max.) m 11.6 F.F. = 734.67 WAREHOUSE FACIL .S5 / + I I 16, w = o PR. 061. L PHASE N, BLDG. 8 120 3.0 'o a- Pa1E GH 13.2 + - +3_p B AREA: 24,000 $q. Ft. BF 46.o I I IY N 15)PS 11.4 1$2' (100' x 240') / 2 +4.6 n 4%.2 45.z . Hina, Access HGT.: 25' (Max.) .8 .o b4.6 PR WALL5 +3.3 PR. WMl (Tp) F.F. = 734.60 42.s 12.9 +6.' BUFFER CROSS S B 13F LIGHT (Tp.) F 4Y.0 MHT (To.) BF NE B + +m.] + BF BF PH. WALL PR. WALL +2' +4.0 +50 /}3 � N � 0.9 -+7,7 /�W ., +4.9_ .8 40.4 + .9 +4.2 +6.2 +, ] LA. W M OU 3.6 0 r m PR WALL PER, wpll &U; +s.4 + a0 un r VI ufNT fT .l �T (TWJ M. wN.L +8.3 J. Nt. wu1 12.4 N N N I "n 3 *ISI W4 e B I COMMON NAME 2 s +42 AR p�aa 111 ?jfll I Red Maple Z U PS Z a 1a 11ii1 S saw WS dlI Z j v � s 1 I sone ij Viburnum x myticiophylloides 'Alleghany �'ql 000 18" height 1 1 O a'i11 a41i1 di9;l I I O O O CA N O z � W O U) J Z C Z -v c d Z Z Z O- CL 0 Z U 0 Z 1.3 +(Tw. W NQ 0.3 (15) 15)PS ,.0 UNIT #7C 3 I © F - AREA 4,000 Sq. Ft. I 'b.1 Z +0.6 (50' x 80') �' 4b.3 +0.4 48.4 + 46.0 0'✓' W s +0.3 HGT.: 25' (Max.) .4 o S A 0.4 +0.4 Y W - � 40.3 46.2 y Z W F.F. V wul 735.33 +0 18.i 46.1 N14.54'26"E 1127.9 d d -0 Q 0.3 46.4 40 46.8 4-0 41.1 +o.5 °•+ +0.3 PR. UNITSELF#7B 4a 4.z rY� V X i IX r AREA: 4,000 Sq. Ft. 1 3- 4<.> 46.3 40.1 46.1 J V) 46.5 (50' x 80') 0.3 +0.4 + 7LTR.11 002 7 + 4a., W 0 � �. 16.6 HGT.: 25' (Max.) 2.5 +3.s + /NS1R./150002728 32 +3.s +4.6 4b.i O Z Q O W 9)TC F.F. = 734.67 PR. efA a.s _ 11.2847 Acres PR. wALL 16.3 at V) LR_ F- B LI HT (T)c, - . BF uon (TwJ 4b.4 + 0.4 + I I N (9) 1.6 +i. +2.3 �'PR. SELF -STORAGE o.s 3 -, R.HOOP (cw)ccEss / 0.3 I 146.2 40.2 m W UNIT /7A + I I , F- 91 s AREA: 4,000 Sq. R. Pe. WM1 /x`1.4 +1A _ A +s.z (50' x Bo') 2.e BF PROP. SELF -STORAGE �LLJ ° 1�iv.7 / +i.z i6 �.' F + HGT.: 25' (Max.) m 11.6 F.F. = 734.67 WAREHOUSE FACIL .S5 / + I I 16, w = o PR. 061. L PHASE N, BLDG. 8 120 3.0 'o a- Pa1E GH 13.2 + - +3_p B AREA: 24,000 $q. Ft. BF 46.o I I IY N 15)PS 11.4 1$2' (100' x 240') / 2 +4.6 n 4%.2 45.z . Hina, Access HGT.: 25' (Max.) .8 .o b4.6 PR WALL5 +3.3 PR. WMl (Tp) F.F. = 734.60 42.s 12.9 +6.' BUFFER CROSS S B 13F LIGHT (Tp.) F 4Y.0 MHT (To.) BF NE B + +m.] + BF BF PH. WALL PR. WALL +2' +4.0 +50 /}3 � N � 0.9 -+7,7 /�W ., +4.9_ .8 40.4 + .9 +4.2 +6.2 +, ] LA. W M OU 3.6 0 r m PR WALL PER, wpll &U; +s.4 + a0 un r VI ufNT fT .l �T (TWJ M. wN.L +8.3 J. Nt. wu1 12.4 N N N I "n 3 a Q UI- IJfI " Iidj'Y or, . 110'•• , T Ord 1 yy,olSv, .,yn , BUFFER PLANT LIST +10.4 i 4.6 46.3 45.1 43.8 43.0 L 1.4-x+ M 1: 1 .4 _ewlw. .Ae'a. r1LY_ KEYQTY. *ISI W4 e B I COMMON NAME SIZE +42 AR p�aa 111 ?jfll I Red Maple 2" caliper 6' o.c. PS ii;I Pinus strobus 11ii1 S saw WS dlI I I TC I I TIRO cordata 'Greenspirs' Greenspire Littlele rf Linden 1 I VR ij Viburnum x myticiophylloides 'Alleghany �'ql 000 18" height 1 1 a'i11 a41i1 di9;l IJbI a Q UI- IJfI " Iidj'Y or, . 110'•• , T Ord 1 yy,olSv, .,yn , BUFFER PLANT LIST +10.4 i 4.6 46.3 45.1 43.8 43.0 L 1.4-x+ M 1: 1 .4 _ewlw. .Ae'a. r1LY_ KEYQTY. BOTANICAL NAME COMMON NAME SIZE SPACING AR 31 Acer rubrum Red Maple 2" caliper 6' o.c. PS 60 Pinus strobus Eastern White Pine 6' height 6' O.C. TC 33 TIRO cordata 'Greenspirs' Greenspire Littlele rf Linden 2" caliper 6' O.C. VR 60 Viburnum x myticiophylloides 'Alleghany Alleghany Viburnum 18" height 6' O.C. LANDSCAPING AND BUFFER PLAN SCALE: 1" = 50' .2 +2.6 \terN N I W LON 3 42.4f41'r 16. o ¢ ANo X 45.2 2 Q��H PR. wALL 4Y.3 +2. PajT s Vfi(T W') LU ()' K a LIGHT (TSP. 6.8+ n vif STORAGE k 2.1� ay IX+2., +i.a 2Eaul WAREHOE 62 W(w Wv BLDG. %4 W - O (6 INTERIOR UNITS) +3.3 W Q = 0_ N +e.z AREA: 8,500 Sq. Ft - D 46.s +0.5 r wz -1 Q� (Ioo'x65') Z o 3 W W HGT.: 22' Max.) n W F.F.=+o 734.60 4 13.esam ti3 e Real a (Tm.) i - I +65 I C3 PR. WALL Z N CHT (Tm) F W R 40.6 J W 46.1 +0.1 Z 43.2 uxRFqTw.) Z Z 6 C,+6.3 + w 3.9 1.3 + +o.z .a 42.0 +1.2 0,T11 OF LPARKING SETBSETB „��•�' �fl, S„ PAK0 a o. 018260 ASO o9�9/10` SUWLY: C.I.: P_L 2. 40 O 40 120 DRAWN BY: JOB NO. TGP 1407021 Scale 1 " = 40 ft SCALE: AS NOTED DATE: 04/23/18 PHASE SCALE: 1" LIGHTING AND ILLUMINATION PLAN = 50' SHEET: 12/ 12