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HomeMy WebLinkAbout32-19 Site PlanLEGEND VICINITY MAP EXISTING FEATURES ., EXISTING EDGE OF PAVEMENT ��p Ey G/S cK.:,..si _ T t f� lI EXISTING EDGE OF GRAVEL EX EG LTT J N.' y4 Sc w < EXISTING CURB AND GUTTER . yr ,.,`•' =.: `- "Q EX Cis- s _ . , _ " EX. INTERMEDIATE CONTOUR 48ROBBI E6 AUTOBODY ADDITI U00' No Yf t d: ...'• ,;" 0 EXISTING INDEX CONTOUR 50 EXISTING SPOT ELEVATION X 54.9'M N WEALTH M""' 0UU U R% T U EXISTING TELEPHONE LINE 1� EXISTING SANITARY SEWER '-zGg p I 'i� N SAF C R EXISTING ELECTRIC SERVICE WIINIUHESTER VA 22602 � tAap data Q2014 5010 ft EXISTING GAS LINE ex 15" RCP PROJECT INFORMATION EXISTING STORM SEWER EXISTING FENCE LINE Owner Developer R&P Rentals, LLC. R&P Rentals, LLC. EXISTING DITCH LINE 201 Commonwealth Court 201 Commonwealth Court Winchester, VA 22602 Winchester, VA 22602 EXISTING WATERLINE WI TEE T ` Phone - (540) 868-1250 Phone - (540) 868-1250 EXISTING FIRE HYDRANT c& EX. FH property Data Building Setbacks Per Code Proposed EXISTING WATER VALVE Tax Map Number 75 ((A)) 91D Lot 4C Front: 35' 74,87' Address 201 Commonwealth Court Left Side: 15' 16.00' EXISTING REDUCER Area 1.59 acres Right Side: 15' 38.53' GENERAL NOTES Rear: 15' 224.53' ZoninEXISTING Inst #26862 Legal Refemn 4 TREE DRIP LINE es I Parking Setbacks Per Cade Proposed •- c 1. Permits must be Issued from VOOT prior to any construction in a public right-of-way, Front: 10' 22.87' . PROPOSED FEATURES Lett Side: 5' 13.76' 2. The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way. Right Side: 5' 10, 00' PROPOSED EDGE OF PAVEMENT PROP EP - r - jh = w.. Zoninq Data Rear: S` 159.00' 10 L 3. The contractor will remove all mud and debris from the public right of way that Is left by vehicles entering and r s �-- � t = Open Space Mfnrmum 25 /a 17, 315 sf PROP EG leaving the site. = - Open Space Proposed 52% = 35 940 sf Use For parking Unit Space per Sq. Ft F P P q PROPOSED EDGE OF GRAVEL n " .._ FA, R. Maximum 1.0 y n v ii "¢ .0 4. Any damage to neighboring properties including county roads and sidewalks, caused by the development of this FA.R. Proposed 0.11 Ex. Acc, Office: 1000 sf 1 per 250 sf c ro o q+ m PROP. CURB &GUTTER PROP CG -6 site will be the responsibility of the developer. All damage must be repaired to original conditions. c j 5. A construction entrance must be Installed In accordance with the "Virginia Erosion and Sediment Control �`. � � °" Build/ng Data Auto Shop Bas 7 Bas 2 per Ba F Y Y P Y Type of Construction 2C - Metal ° a o U a m m o c a PROP. REVERSE CURB & GUTTER PRO CG- R� Handbook" Section 3.02. Thecontractor must maintain this aces for theduration of the project. �" -- Loading Space: 7664 sf 1 per 40,000 sf Existing Use Autobody Shop Y Y PROPOSED CONTOUR 54 6. The contractor will be responsible for adequate and positive drainage of this site. Proposed Use Autobody Shop Exr`sttng Area 6000 sf Total Parking Spaces Required 18 f "r H va h m v w v 7. The contractor shall obtain a Land Disturbance Permit from FCFW prior to any site work or construction. Proposed Area 1664 sf Pr. Parking Spaces 27 PROPOSED SPOT ELEVAT TON + 22 Height Maximum 35 feet # of Handicap Spaces Required 2 A 8. All construction will be done following the laws and guidelines set forth by OSHA and VOSH. Height Proposed IS feet Pr Handicap Spaces 2 PROPOSED STORM SEWER PROF 24 S9. The contractor will notify engineer of record of any discrepancies between the approved plans and existin site g " # of Loading Spaces Required 1 conditions. n DataPr Loading Spaces I 4PROPOSED SANITARY SEWER �"�`"��Freestanding a Sign Area Allowed 50 s10. TELEPHONE The developer is responsible for the relocation of any utilities required by this site plan" Freestandin Si n Area Fro osed 50 sfPROPOSED gg p ii Signage is to conform to Frederick County Zoning PROPOSED ELECTRIC -.-- E E E ___-, 11. All Erosion and Sediment Control devices shown on this site plan shall be installed prior to construction. u.; Sign Height Allowed 12 feet Ordinance 165-201.06 and will require a separate 12. All controlled fill must be compacted to a minimum of 95% density following Method 'A' of the Standard Proctor "�. Sign Height Proposed 12 feet building permit. PROPOSED GAS LINE = '"` = ASTM -D698, AASHT0-T99, or VTM-1 as applicable. Any fill placed under buildings, structures, or pavement must Previous A rova! SP# 35-03 Sign Setback 10 feet pp PROPOSED WATER LINE ---- W W W ---- be inspected and approved by a professional soils engineer. A geotechnical report supersedes this note if w provided. SWM Contact Numbers Seals and Signatures PROPOSED WATER METER m 1 13. The contractor is responsible for contacting MISS UTILITY prior to any site work. All utilities shown on this plan LJH of PROPOSED FIRE HYDRANT PROP. FH are approximate locations and not all utilities may be shown O 14. The contractor will contain all and debris on-site. The work must be lett in an orderly manner at the end " r t of each workday. _ "_>per .04 COMMON [ABED & FEATURES 15. An approved set of site plans must be on-site during the construction process.tf} Zg=aEnforcement: BENJAMIN C. y Q PROPERTY LINE OF PROJECT _ __ _ 16. The contractor will notify all utility companies prior to excavation within easements. Department of Planning (540) 665-5651 MONTGOMERY 17. The straw, for stabilization, disturbed that be lett for than thirty Site &Me_alons: k 030342 NEIGHBORING PROPERTY LINES contractor will seed and soil any areas will more days. Department of Inspections (540) 665-5650 0 q q P� EASEMENT LINE oaj2a and Sediment Control: Department of Public Works (540) 665-5643 IONA �C, lV U PROPERTY CORNER FOUND C•Q DEPARTMENT OF INSPECTION GENERAL NOTES` �nitr ewera,� a F Freddeerick Water (54940 ) 869-1061 CQ ti Q '+ PARKING SPACE TOTALS 1 • Building(s) must comply with the Virginia Uniform Statewide Building Cade 311 (S Storage) and the International BuildingCode/2015. Other codes that apply are the International Mechanical Code for air chane ICC ANSI change, 1 Telephone: Verizon (301) 954-6282 ric• Alleghany Power (800) 654-3317 THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION Q �.. Q qq Gas., Shenandoah Gas Co. (540) 869-1111 ADA HANDICAP PARKING STALL t� A117.1-3-09 Accessibility and the Usable Building & Facilities, Virginia Energy Code 201 and 2015 International Fire Code. All systems shall be Included In the evaluation of the building performance. Y 9 P MISS UTILITY.• 1-800-552-7001 OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. �C Q LQ SIGNS Q 2, The requirements in IBC mandate either a fire wall (Section 707) or a fire suppression system if height and area limitations are exceeded for the type of construction under Table 506 of IBC and Section 903.2.9 automobile LL! W CUi Zonln General Notes 9 SANITARY MANHOLE IDENTIFIER shop/storage (no commercial vehicles). Hazardous materials shall be less than T307.1(1) requirements. ti V 3. A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for building Plans Ingress/egress locations to the 8 L(} Maximum 1. Exterior lighting will be provided by watt -pack STORM DRAIN STRUCTURE IDENTIFIER; 1 ❑ permits. must show all exterior per ICC/ANSI and meet Environmental Existing Disturbance Proposed lights to the building & lightpoles. requirements of Chapter 17 of IBC. attached O � LIGHT POLES 4, Maximum slope across handicap parking stalls and to accessible route shalt not exceed 2%. Accessible route to have a slope 5%. Features Acrea a Allowed Disturbance 2. All lights will be shielded or directed to prevent glare on neighboring properties. m main entrance shall not exceeding Floodplain 0 acres 09110 0% 5, A grease%/1 seperator shall be installed if a floor drainage system is Installed within the repair area. Lakes & Ponds 0 acres Ow 0% 3. Outdoor trash receptacles will be in an enclosed LOCATION OF TEST PITS The 2015 International BuildingCode to be utilized for building design. 6 g " Wetlands >ZAC 0 acres 0% 0% six (6) foot fence. 4. This project will not disturb any environmental Sinkholes 0 acres 0% 0% features as defined by the Frederick County Natural S. W. 0 acres 10% 0% Zoning Ordinance. C Retention Areas 5. The owner will be responsible for obtaining or ti t �-9 MARSHALL FIRE MARSLL GENERAL NOTE+?C Steep Slopes >15% 0 acres 25% 0% granting easements shown on this plan. c� EROSION & SEDIMENT CONTROL FEATURES 6. Easements will be recorded and copies sent to the a INLET PROTECTION 1p 1. An inspection by the Fire Marshall's office will determine where curbing must be painted yellow. Woodlands 0 acres 25% 0% artles involved. 7. Ai! utilities that will service this site must be � ro a !J� 2. "No Parking- Fire Lane" signs will be placed on the site by the Fire Marshall's direction. placed underground. OUTLET RROTEC77ON Qp 60�c�/ 3, The contractor must align the Erre hydrants to the direction as determined by the Fire Marshall. 8. Previous Plan Approval - Previous plan approvals include SP #35-03. , 4. Burning brush piles of natural vegetation requires a permit. Burning construction debris is prohibited. Q z CHECKDAM C4 5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed. APPROVALS SP #32-19 " RESPONSIBLE LAND DISTURBER ¢ ° W �+ DIVERSION DIKE DQ NDSCAPING NOTES LA LANDSCAPING o SILT FENCE W/ WIRE SUPPORT - XX - NAME.XX \ ! �E' 1. Miss Utility must be contacted prior to planting" Advise engineer of record of any conflicts in planting locations and rn Frederick County Zoning Administrator Date utility markings, Landscaper must stake and guy all trees. Stake locations must avoid utilities. N SILT FENCE W/O WIRE SUPPORTSF CERTIFICATION #: 2. Trees be healthy free insect larvae, disease. The Q N N and shrubs shall and of eggs, and plants shall have ample roots 1. Site Plan approval from VOOT will expire three (3) years from the date of the approval letter" EXPDATE and be well branched. The planter shall guarantee all plants for one year. 2, Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval. SEDIMENT TRAP . \.:./ 3, Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided 3. No trees or shrubs shall be planted in Frederick Water Easments. DATE; JULY 19, 2019 1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth in to the owner. 4. The Frederick County Department of Public Works approval is not enough to begin site development. The the plans. owner/contractor must obtain a Land Disturbance Permit and agree to periodic inspections. shall be void. SCALE: N/A 4. Landscaping to conform with 165-203.01 of the Frederick County Zoning Ordinance, Planting Section and Planting onmeeting is required with the Owner, site Contractor, Public Works, &Designer 2. Nate: on-site pre - construction 5. The Frederick County Department of Inspections approval does not constitute a building permit Building plans FILE �O 70-19 CONSTRUCTION ENTRANCE CE Procedures and Maintenance. Plant substitutions will be allowed with the approval of the owner and the Frederick o site prior to commencing any site work. must be submitted and approved prior to constructing any structure. Furthermore, the site must meet all ADA 6 County Planning Department, requirements and be approved by Inspections. 3. The contractor will possess a Land Disturbance Permit prior to any site work or construction SHEET 1 OF y �a � G GRAPHIC SCALE s Ir I i , 0 15 30 80 120 IN FEET > I inch 90 it i n oo'f , �N > a o ot to_ r 1i fl } , �, N �� 4 4 LL � � t .t6' RELOCATED AUMPSTER 1 LOSURE (31LL LL '•,^ ",„ s XISTING W 1 s XISTING W00Fh, V\ FENCE ''�+: 1{ ,t, FENCE --V / REMOVE ASPHALT; �- CURB & GUTTER l =,_ :/ > •�" IN BE THIS AREA i $: . ` 8 $ $ - --t \ s ,7 ' ;" e° ,. ' 2 --� i \; • ?. 9 4A 50.00 T 4C 14"46 i -32W ----it T 4B /`- \ t 3k s;.,,7 i t \,.- e '' ♦"`; ,/ S t3 i1 '�ar t F } .c3 i Lr V � USED ,� � t %. t y i ii "` ,ro 8 �`/-750 50' t - UP � 4 , s`+ . ♦ ,--= r t j s ; I _ i t� _ _ �PROPOS AADITI - � • x m S ----�Z 'R s , °U. i 5�� j) fit- `k; 3Ci",1 7 � �"`"`.-- °u .fit E - a BAYS t 1 4 _-S 265` .�� f • 't 7 f 2 i �o I r 4 502 2 Lto i 50 I � V 1, 1-4 EX WALL BETWEEN REMOVED UILDINGS TO BE EXISTING 6;000 SF SHOP/OFFICE EXISTING 6,000 SF f ^„ - ` „,•`r'": ,r ALL 1 1 �,' f SHOP/OFFICE �u „ ` a%a/t! r:. i t� - - a-t,.9t ti EXISTING �- , - Q ��%p FF=750.50' - LLJ ^ , e w ge,777 Q W c, q yp_. >"•14..GU :. ,� s .. .. F. ,� i :. „'" / ,?--44.f�'�at..; _ ..� Ya'. f% � � P r ff 0 w uj s;ua$ Otp _ .v1 '':ry r to 150 _ .� _._.... ,m,♦� � LL ��w ti., $ � p v _ ' .. 95• ., - $ ffi 688., �: � ;'� + 23' s ;:.. o.95 # $ DD _�7a i c r � C `♦,m - i 1 �}.., i ,;;, ...- - ro ��r~�. '. f-_ ,`+ Y... t .�•;i � i:, f i"lo- c- s ..I �r 12.',aYt .f, �`W ,3, •6_ - ♦ n U , `-- „.,, a , .... ...........__. r_._.. o J. • }}. - —L,� Ef _ (y� .., ,,., %. I ` i , :u.__ •? - —__..x :t .;,y,-�_ ......7419' ,r" `.. :; �}��, _' �°i' _ . .? '" ._,_ aa . X - I•Us, : &--, - --$-.3--3� - 20'R .� 7s 5. > 77 7429 2 ,• e e" 751 't- fi67 ` ... za VA3IASSE a%n-___ ROtTTE 1167 ___zs K vat ate -.---_-, cir.HT txcT Cy = 2';n Pt^ SIGHT DISTANCE - 250 ft. EX..COMMOI'ii�EALTB COt3RT'. �I (% G+ (� ____ Slr+rr-nlsrANCp F SD.ft _1.._SIGHT DISTANCE a 250 ft, -_ - -- ____ _-__ . . CC C ' T COURT...,. „___. _,..I.. Y _- ...._,_ .____ _.>_ .- _ ,,-- . -..- k v" VERTICAL ELEVATIONS BASED ON ASSUMED DATUM. Z a _ _ ' . _ , , ♦.-_- _ _ Y ° _ rr BENCH MARKS TO BE PROVIDED BY MEG INC. m -�to Sea/ and Signature z o 375'_5' pvc 0 T'6fr &'Ni SPR'.�..,� >� '' R,« .gym aw r ss �m s 3755''_S* C0 1 9 'WN. Q as 67L ffi 866 owl "` IX. w 886 UK. 8X. w &M.tm fmff. CTH ppb O w m XI `TI a 0 "'IL TIC) / C�E�C.)L..I1 UNI F� SITE F'LA�I — r�� U BENJAMIN C. W °� MONTGOMERY Q N p No, 030342ozo N N NAC DATE: JULY 19, 2019 SCALE: i" = 30' THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR FILE NO, 70-19 CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 2 OF 6 I ERosrON AND SEDIMENT CONTROL STANDARDS EROSION & SEDIMENT CONTROL NARRATIVE Na AS 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that "ect 1, TK5 HER Y�r 9E PRECAST OR C/ T , P ACE. CONCRETE TO s G SS <.,, , PLA :,, 4 a Pro Descry tion 1.5' DF SM -2A 4e39 P PwE< __ may not be at final grade but will remain dormant for longer than 30 days. Permanent stabilization shall be applied to corz[q , R $ag w a3 areas that are to be tett dormant for more than one year. This site is located in the Commonwealth Business Center at 201 / L- OF 300 P FT OR 4E?S (KJY FACE P URUR SHAL J D! BM -2 0_ HAS FOR AS RROIS COMP gTON CUR$ w*Tea g 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment Commonwealth Court. The site is currently developed per Office Warehouse 4, FOR USEWITH S! a'PCT oM 4 Gad£° a$ ft �► trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of an sol! Center Site Plan dated September 7, 2003. The purpose of this development AND GUTTER 3E COh C EC �Afti;.�'et d o T S 0� .,aaA5E CEUASES 8 OF 21-B COMPACTED $ .) k er +L^T it stockpiles on site as well as borrow areas and soil intentionally transported from the project site. for the construction of 1664 sq. ft. shop addition. This addition is contained in _v- d TO 95% DENSITY 5, A.LOttRB E CRCERA FOR HE USE O the existing parkin area. The non -pervious surface area is unchanged. 9 P 9 ca -6 'A RASE' ON POA'"Ar L«. CATON A^ $e " SPEED AS vaa, N A µ:ix A 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to Existing Site Conditions -RD . 2..9 O THE SCOT ROA) DESPB1 Id44UFL. , jj survive and will inhibit erosion. !/ !� SUBGRADE FREE OF ORGANICS f & COMPACTED TO 957 DENSITY 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be The lot is full developed and currently an Autobod Shop. y P y y p 6 r constructed as a first step in any land -disturbing activity and shall be made functional before upstream land disturbance TYPICAL PAVEMENT takes place. Adjacent Parcels SECTION UNDER ENTRANCE, *-T, DRIVE AISLES, AND 0 IS C I W In -A 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. The area to the east is the back of a large recreational building. The area to the north is an Industrial facility. The area to west is a car dealership. The LOADING AREAS € „ a�. _ _ a 1 - CC a m _ _ TOY OF n AND - � �h--CUT N (A area to the south is a RV retail/repair shop. NR £� T P MAY BE AS kine$ j RUC f PRN i THE 5.0 EOF fi.Sedfinent traps and sediment basins shall be designed and constructed based upon the total drainage area to be k ( i cF� s ou,oea served b the trapor basin. Y Soils t�.uw �P-, c/ r• ( ' MUM i e1hKTyP$O_ THS NtFA NAY BE OQtiAftEYE ' CIL- a. The minimum storage capacity of asediment trap shalt be 134 cubic yards per acre of drainage area and the trap AT THE ORTON V THE $/YJT26?DR shalt only control drainage areas less than three acres. The soils types determined from the USDA's "Soils Survey of Frederick County, VA " sOaklet rocky silt loams classified as #32B. This soil is predominately b. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three dark brown silt foams over bedrock and offers moderate' erosion hazards. acres shatl be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin Erasion Control Program during a twenty-five year storm of 24-hour duration. Runoff coefficients used in runoff calculations shalt correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. • Erosion and Sediment controls shall be installed prior to disturbance. Maintain controls and stabilize upon reaching final grade. 7. Cut and fill stapes shalt be designed and constructed in a manner that will minimize erosion. Slopes that are found to PCGf:CAT Ou ; be eroding excessively within one year permanent stabilization shall be provided with additional slope stabilizing Kr£ft N e 1 �-i CO(iBINATION Vis" CURB & 'GUTTER � measures until the problem is corrected: General Erosion and Sediment Control Notes (VESH Table 6-11 _4 oz a 3 VlF1k!A PEP.TNCOT OF h6°pFTAVON , 20103 , 8, Concentrated runoff shall not flow down curt or fill stapes unless contained within an adequate temporary or ES -1. Unless otherwise indicated, all vegetative and structural erosion and _,. permanent channel, flume or slope drain structure, sediment control practices will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. Control Handbook and Virginia Regulations 9VAC25-840-40 through 66 Erosion a 10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water and Sediment Control Regulations. Rr-R 4WDInr PARKWO SIM 3' MIN. 12:1 12:1 3' MIN, cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. ES -2. The plan approving authority must be notified one week prior to the !12" x 1e N 11. Before newly constructed stormwater conveyance channels or pipes are made operations., adequate outlet protection pre -construction conference, one week prior to the commencement of land PPAARx MY BE PLACED ERVED CG -6 CC -6 and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving disturbing activity, and one week prior to the final inspection. �. RM BM O� MK Channel. ES -3. All erosion and sediment control measures are to be placed prior to or as REQUIRED HEIGHT IF REQUIRED R7 Accomon4T€ ME A0017701AL 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control ; the first step in clearing. uNES $ sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible materia! shalt be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if y y 4: A the be VAN AC�£sSreR£ it?L II ES copy of approved erosion and sediment control pian shall t1 armored by nonerodible cover materials. maintained on the site at all times: � � 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a w P£AAL7Y sJ00-SDD JURY 1, 1998 mw AWAY torr€ temporary vehicular stream crossing constructed of nanerodfble material shalt be provided. ES -5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but limited to, off-site borrow or waste 14. Alta applicable federal state and local regulations pertaining to working in or crossing live watercourses shall be met. PP � g P 9 g 9 areas the contractor shall submit a supplementary erosion control plan to the �� PP fy P NQTES, owner for review and approval by the plan approving authority. PARKING SURFACE 1. H/C SPACES MAY NOT EXCEED A 290 SLOPE. 15. The bed and banks of a water course shall be stabilized immediately after work in the watercourse is completed. CONCRETE WHEEL sw (Ir REWIRED) 2. RAMP BUILT TO VQOT CG -12 STANDARDS. 16. Underground utility tines shall be installed in accordance with the following standards in addition to other applicable ES -6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined HANDICAP PARKING SIGN DETAIL 3. WHITE STRIPING SHOULD BE 3" WIDE. criteria: by the plan approving authority. (Nor TO SCALE} 4. H C SIGNS TO BE SET 3 BEHIND SIDEWALK OR MOUNTED TO BUILDING IF POSSIBLE. a. No more than 500 linear feet of trench may be opened at one time. ES -7. All disturbed areas are to drained to approved sediment control measures b. Excavated material shall be placed on the uphill side of trenches. at all times during land disturbing activities and during site development until { final stabilization is achieved. c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or IIj both, and discharged in a manner that does not adversely affect flowing streams or off-site property. ES -8. During dewatering operations, water will be pumped into an approved filtering device. C l C 1. /+ ONJ TV CjTI ©N SEQUENCE d. Material used for backfitfing trenches shatl be properly compacted in order to minimize erosion and promote stabilization. ES -9. The contractor shall inspect all erosion control measures periodically and{-. 1. Instal/ all perimeter sediment controls. e. Restabilization shall be accomplished in accordance with these regulations. after each runoff -producing rainfall event. Any necessary repairs or cleanup to (,} maintain the effectiveness of the erosion contral devices shall be madeQ 2. Install Inlet Protection. GL f.Applicable safety regulations shall be compiled with. immediately. ti Q 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the Frederick County Note.© 3. Remove existing aspahit and curb. C) ti Z is transported C, transport of sediment by vehicular tracking onto the paved surface. Where sediment onto a paved or The Public Works and Engineering Department will retain the right to add to or 4. Install new concrete foundation/slab. W Q � public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area.: Street washing shall be modify these erosion and sediment control measures during the construction process, within reason, to ensure adequate protection to the public and P q P P 5. Complete curb &gutter. allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well environment. 4 (, as to larger land -disturbing activities. 6. Complete required. q Q W \ 18.Ali temporary erosion and sediment control measures shatl be removed within 30 days after final site stabilization or VSMP Permit is not required. asphalt as ti longer authorized by the local fl atter the temporary measures are no needed, unless otherwise program authority. W Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be stabilized to further erasion and sedimentation. O permanently prevent , 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion Q W W and damage due to increases in volume, velocity and peak flow rate of storm water runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria: W Q (� LU M tc.} LU Q Q) z z 2 q � m Seal and Signature Z o � a R2 O k0 P�jH dfi(!� Q M I u BENJAMIN C. y Q M rn MONTGOMERY m �a No. 030342 XN�SSIQtR Jl� IT t DATE: JULY 19, 2019 N SCALE: NJA } FILE NO. 70-19 THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING SHEET 3 OF 6 ADMINISTRATOR PRIOR TO CONSTRUCTION. CONSTRUCTION OF (WITH WIRE A SILT FENCE SUPPORT) t. SES POSTS AND EXCAVATE A 4"%4" TRENCH 41PiLOPE ALONG THE UNE OF POSTS._zjq 2, STAPLE YORE FENCING TO THE PO51S. t o d l �\ (tg NA a FLoW 4 \ y 3. ATTACK THE FILTER FABRIC TO THE WORE FENCE AND IDMD INTO THE TRENCH. R 4. BACXFI'LL AND COMPACT THE EXCAVATED SOS.. j +C\ t + N C!} ja \ t V` 1 1pl'.. ` �.V- V, (11 EXTENSION OF FABRIC AND WIRE INTO THE TRENCH„ 1 1 FILTER FABRIC 1 \ PGPB. 3.05-i 1WINEI RELOCATED DUMPSTER i \ \ ENCLOSURE f ITT t s F?« }r 4dmfpet1»m A J _ � r S 5 EX INC WOO f s s 1 1992 3.07 � FENCE u" ! SILT FENCE DB�OI' INLET PROT�t°C.'TIO�ti � a LOT v, 4C f E; ; 2- ` T 4B PR � 77 \\\ TTR�71, 7ITT. p t34 -T *0 RCP ,. 4rv�,�'S.^-.,4"a1 _ s w,:.v:....�.....` a .;- i -^-at T (�"�-z„ ,_...-�50 f/ A -,,.. r S�fTOW ,. .' J'f T' ' H T t % - `' ",.+ _ f 'SDI 74970 ItM k7. x.80jflj� �., ' s = w ', -•j ' ; ., 3 SHOP HAYS= TE f I �a f GRAPHIC SCALE — r r CI'I �" 30 0 15 30 60 120 I I �t y %' / toe _ C �- ,.,:°_r �s� ,arN 1it \il - PERSPECTIVE VIEWS F i QR c " ��c i 4�pX ��, `� , FM1 `"' _t IN FEET 1 inch so � ft, ar frEXISTING 0 SF «t TI i t t r / SHOP/N F CE t� 1 Ij(.It I3 ` �y'"T€ S nil ? � �`� ,. .� q•�.. ; If?;-- l {_r_ rr` � f Q� r0 i. Lam' -,� i� � PR4'P � �• Jti �,...,fr � ELEVATION E IOz� CLI' STAKE AND ? FABRIC ORIENTATION � DETAIL f- ; , �')7/i �" � � � �� � , f � Fes- �Q 1 SPF.CIFIC APPLICATION' � S TKtS METHOD OF FILET PROTECTION .IS APP SCAELE W14BRE THE 1 . - aPO� �' � �- 12 ../ �- TOP- 74" ` ,+�, / =,f F N ..-.. , -;' : ; l T.2a EX MV. OUT- . � no Cl I^ Q 7 l^«f.h7 i}1i11?',S h P.EL4TNELY fiL.R.n AREA (SLOPE `70 G6EATF=ii: Tt{AA 5?} WHERE THE SR{GET SHEET OR MICCLAND FLOWS (NOT I F4�1 F--T?RL�-t.�.. .-:.� -- EXCEEAt.+C i C F'S I ARF. TYPICAL. TIM btETk'.4D: Si&LL, CS6T , APPLY TO tXvf,BTa RfiCEIV?NC. C6NC6hTRhTED FLOWS, SCi{;fI AS. , ,,, '.'.`- , :'. r .. � ,p "" �, �u� AI' -15"0 � 5/Y. ` . O 0.1R47X S{ - `�" � PR. R TYPE . COPPER N, - _ _ f ..+•. WATER SEtMCE. r -L .�" "�� COtNJE j A� RE�ro. LU Q (y� V IN STREET OR HIGHWAY"hCDTANS t 7 3W - .� � - . 0s5 r $ q r'' �.�� R�'-_c9. t-"�� -8 (,L Source: T.C. PiOcinel �1nd ��itni'axt COriiitSi F3�Mnipan 3 flcitcrt u�l t9 c.. $8 Plate 3.07-1 �' 4Ri 'G�' -`iw;- - .,_ I. ; �' :� : c'�` ; u+ a U �.._ _ LL4 LU s+-�`'a�-_ d�:Pe' w/M (k� WC) t sr- r LLI w _ SO Oa ./ ¢ q, s.F 9�0 ..750 RE1t�#SrAT cD�rtNOQ*6 f 4�k. g: SERVICE B1' FCS4 pi- / \ rA',~ i t�\\ -R/i- O f•� W ROUTE SIGHT QISTadCE - 250 SIGHT DISTANCE 25�_ EK. CQMM4NV�LTH 1167 25 NPa,, VA UABIE / COURT - ✓! (� CO M130,q� � 2.0 �SrtM`Jk 2t0 SLOPE. � ,3 / L ----moo M ?i Q SEE E & S NARRATIVE N SHEET 3 VERTICAL ELEVATOINS BASED ON ASSUMED DATUM o W � z RESPONSIBLE LAND DISTURBER Seal and Signature � a , Q U Seeding Schedule (per section 3.32 of VESH) 1,)Topsoii will be spread at a minimum depth of 4': NAME: 2.)Pulverized agricultural limestone will be incorporated into the sotf at 92 lbs 1000 feet tons H OF a rate of per square (2 per acre). CERTIFICATION #: �P�T EC, 3.)Fertilize with 10-10-10 at a rate of 23 lbs per .1000 square EXP, DATE BENJAMIN C. y feet (1000 lbs per acre). MONTGOMERY M 4.)Seed mix will consist of 67% Kentucky 31 Tall Fescue and 1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth in 6 x No. 030342 D N N � 33% Red Clover. 5.)Straw mulch will be applied to all seeded areas at the rate the pians. 2. Note: An is p a lI+� � ( '� of 3500 lbs per acre and anchored with cutback, or on-site pre -construction meeting required with the Owner, Site Contractor, Public Works, &Designer 1 G SSIONA DATE: ]ULY 19, 2419 prior to commencing any site work. l � emulsified asphalt applied at a rate of 200 gallons per acre. 3. The contractor will possess a Land Disturbance Permit prior to any site work or construction. SCALE: V, = 30' THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK FILE NO. 70-19 COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING SHEET 4 OF 6 ADMINISTRATOR PRIOR TO CONSTRUCTION. Prune codominant Prunerubbing or cross branches Remove tags and lobels— rg& Cut away all batting ropes Remove fop of wire baske# - DO NOT puma terminal r leader or branch tips Prune narrow crotch angles & water spouts it -..--Prune broken branches Prune suckers 2"-3" mulch kept faway from trunk Soil wolf to r --contain water a . 777 Backfill soil ' Partially backtilt, water to settle Widen ands — — .. _ _ soil, finish.. holes in wal, l backfilling i Area for water Remove container and S drainage (Pipe cut circling roots if or the could container -grown, or be installed) as much burlap as Leave solid soil pedestal - do not possible if field -grown dig deeper than ball depth Dig hole 2-3 times root ball width TREE PLANTING DETAIL (NOT TO SCALE) Prune out any dead or broken branches, remove / all tags, abets, strings, wires, etc..from plan. / 2-3" mulch Set top of root ball aqua/ to or 1-2" above grade... Remove container, use sharp blade to make t" four 114"-1" cuts the leng th of ball and out a 174" X on bottom of ball,- loosen compacted CONTAINER GROWN Botanical Name Planting Size Mature out any dead Quantity 112000 sq ft imp or brOKen branches. Groundcover Height or Caliper labels,Prune Remove all togs, CL ti stdnqs� wires, etc. from Katsuratree Cercidiphylium japonicum 3" + Existing plant Orange/Red 2-J" mulch Saucer GreenLinden n Littieaf Lind Set top of root ball 3" + Existing 75' + Yellow 19 O above flex cornuta Burfodii r i- 5' rdiiirirgrrrrreR+r+rrr•, rr @+r+NNe+t+r+NNr+r rr rare+Nrrr+r+r+r@rr+r+r+i rrrrrrrr+r@rrrrrrrNrrrrN :rq+r+°++rrrPr6+e+r+0rd+r�4 ® grrrrsrrrrr+rrrrrrerNr•.♦♦: Remove t)tlileln��rrErtll+rlNi+t+. ball. Dig hole 2--3 times width of root ball. BALL & BURLAP SHRUB SHRUB PLANTING DETAIL (NOT TO SCALE) GRAPHIC SCALE ( IN FEET ) 1 inch = 30 ft. EXISTING LANDSCAPING SCHEDULE Street & Canopy Trees R EX. COMMOONNWWEALTH za COURT are vexmsia a/a� - - - - - - - _ - - ------ , Symbol Common Name Botanical Name Planting Size Mature Fall Color Quantity 112000 sq ft imp 33,32012000=17 Groundcover Height or Caliper Height CL ti CI Katsuratree Cercidiphylium japonicum 3" + Existing 30'+ Orange/Red 1 LL GreenLinden n Littieaf Lind Tina cordata 3" + Existing 75' + Yellow 19 O Burford Chinese Holly flex cornuta Burfodii 4' Existing 5' N/A 25 LANDSCAPING NOTES 1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations and utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities. Z Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots and be well branched. The planter shall guarantee all plants for one year. 3. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided to the owner. 4. Landscaping to conform with 165-203.01 of the Frederick County Zoning Ordinance, Planting Section and Planting Procedures and Maintenance. Plant substitutions will be allowed with the approval of the owner and the Frederick County Planning Department. No trees to planted closer than 3' from hard surfaces. 5. No trees or shrubs shall be planted in FW Easments. LANDSCAPING DATA Interior Parking Lot Data Type of Vegetation Requirement Calculation Large Canopy Trees 1 per 10 Stalls 27/10=3 Large Canopy Trees 112000 sq ft imp 33,32012000=17 Groundcover 0 0 CL ti LANDSCAPING TOTALS Type of Vegetation Total Required Total Existing Large Canopy Trees 20 20 Shrubbery 25 25 Groundcover 0 0 1.)Topsoil will be spread at a minimum depth of 4 ". 2.)Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 IDS per 1000 square feet (2 tons per acre). 3.)Fertifize with 10-10-10 at a rate of 23 lbs per 1000 square feet (1000 lbs per acre). 4.)Seed mix will consist of 67% Kentucky 31 Tall Fescue and 33% Red Clover. 5.)Straw mulch will be applied to an seeded areas at the rate of 3500 lbs per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre. CL ti Z ZZ VERTICAL ELEVATOINS BASED ON ASSUMED DATUM M � U Seal and Signature 4 � Q a � O CTH OF LI O a M �c BENJAMIN C. W rn rn MONTGOMERY "-1 M M P� No. 030342 )E AL DATE: JULY 19, 2019 SCALE: I" = 50' FILE NO. 70-19 THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING SHEET 5 OF 6 ADMINISTRATOR PRIOR TO CONSTRUCTION. !OAD.0 0.0 0.0 0,0 0.0 0:0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 o.a 10.0 a.o '0.0 Ea.a 0.0 O:a 0.0 o.o 0.o 0.0 a.0 a.0 0.0 i o.o 10.0 10.0 1 o,o 10,0 0.o0.a ° 0.0 a.0 a;0 0.0 10.0 10.0 a:0