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Home My WebLink About24-20 Signed First PageGENERAL NOTES GENERAL NOTES" VICINITY' NEAP ■ LEGEND SCALE 1'-- 2000' ' public fight -of -way, c h ll conform to the current editions and latest revisions to the Virginia Department of - c5 cz 1. Permits must be issued from VDOT prior to any construction in a pub isV1. All work on this project s 9 P � Control , l right of wa _ T Road' and Bridge Specifications and Standards the Virginia Erosion and Sediment EXISTING FEcATt1RES Traffic Control Devices MUTCL3) must 6e adhered to when working in a publicy Transportation (VDO) 9 P . , •g 1. The Manual on Uniform ( state federal or local regulations applicable. In case of a discrepancyu3 - tic rr lit of way that is left b vehicles entering and leaving the site. Regulations, and any other applicableg Pp r will remove all mud and debris from the pub g y Y 3. The contractor .. EXIT 317 EX P stringent shall govern. , between the Standards or Specifications and Regulations, the most sir g g EXISTING EDGE OF PAVEMENT 4, Any damage to neighboring properties Including county roads and sidewalks, caused by the development of this site will be the conflict be p 9 ...developer.original conditions. � U EX EG he All damp e roust be repaired to dig with the latest U.S. Department of Labor Occupational Safety & Health responsibility of t9 .. V2. All construction -shalt comply wr t p r P Y � EDGE OF GRAVEL"Virginia Section 3.02 The -a accordance with the �r iota Erosion and Sediment Control Handbook S i Occupational safet & Health vOSH Rules & Regulations. 5. A construction entrance must be rnstalied rn a 9 Administration (OSHA), and Virginia y ( :? 9 contractor must maintain this access for the duration of the project. 37 4 � o al/ be in permanent or taco ra sh AND GUTTER G & working on VDOT right-of-wa all traffic control, whether p ry, .., tu EXISTING CURB A EX C � r onsible for adequate and positive drainage of this site.:. V3. When wa gr Y� . 6. The contractor will be responsible q p . � - . accordance with the current edition of VDOT's Work Area Protection Manual. A transportation management`, plan-., � � ill obtain a Land Disturbance Permit prior to any work or construction. 7. The contractor w , execution work within the VDOT � � C o 0 Ei _ _ _ � � .� � � �� -- �-- -- -•- -- ---- ---� � needs to be submitted for royal and land use permit issued prior to any execufia of o EX. INTERMEDIATE CONTOUR - - - 8. A# constriction will be done following the laws and guidelines set forth by OSHA and VOSH, PA SITE' right of wa ..�--- •�.,,_.,� to �a between the approved plans and existing site conditions. 9 Y. 3 ii (V ti N , ...�... for will note engineer of record of any discrepancies PP .,_ .,.,_ � ..® ._ 9, The contractor notify g�an and all.. utilities, including traffic signal �',� rn � b R �� ... V4, The developer shall be responsible for relocating, at his expense, _ y u , 9 g ,o c� q EXISTING INDEX CONTOUR i e b this site Plan, p is'res responsible for the relocation of utilities required d y P - 10. The developerP , , ales unction boxes controllers, etc., owned b VDOT or private /public utility companies. If is the sale ti'�4', f- �.�,� O0 �' � ru � �' poles, Y Q c :prior to construction. r rr��,,,,�� n his site Ian shall be installed r o r/� Control devices shown o t p Pthat may be in conflict .with the � F � SPOT ELEVATION � O.O li. All Erosion Sediment responsibilityOf the developer t0 locate and identify utility facilities or items t y �, .sa EXISTING SP . ethod Aof the Standard ProctorASTM-0698,J� TF un 11. All controlled All must be compacted to a minimum of density following M ro osed construction activity.. VDOT approval of these plans does not indemnify the developer from this �, p �p T - -1 as applicable, An fill laced under buildings, structures, or pavement must be inspected and approved by a proposed . �� ,Lp �� 40 .0 EXISTING TELEPHONE LINE T T AASHTO T99, or VTM pp Y P responsibility. Provided. d construction, regulations, and control or safety of traffic may be subject to ti� 0� professional soils engineer. A geotechnica/ report supersedes this note if prov V5. Design features relating to fief co , g Y Y ^ .% P 9 '� �• � h .c v l l revision shall 4 expense me rr d as a result of an field evi 1c. All utilities drown on this !an are approximate change as deemed necessary b VDOT. An additionalu e y TING SANITARY SEWER S S 13. The contractor is responsible for contacting MISS UTILITY prior to any site work. p PP g > Y Y EXISTING VICINITY MAP locations and not all utilities may be shown. be the responsibility of the developer. apre-construction onference shall be arras ed and 1'r = 2000' _ end of each workday.V6. If re aired b the local VDOT Land Development Office, c g E � � � r one debris on site. The work must be left in an orderly manner at the eq Y. . EXISTING ELECTRIC SERVIC 14, The contractor will contain all litte urin Elie construction rocess held by flxe engineer andJor developer with the attendance of the contracfor(d), various County agencies, utility 15, An approved set of site plans must be on -sited g P m poles and V T pre r t i ilia i ork GAS GAS merits P p t EXISTING GAS LINE contractor will note all utility companies poor to excavation within ease V7 re contractor sl ail noti)y boreocat land Development flee when work is to begin or cease for any w 16, The contra notify tY " e left for than thirty days. f time. VDOT requires 48 hours advance notice prior to an required or requested 't .,. , EX. J S RCP 17. The contractor seed and straw, for soil stabilization, :any disturbed areas that will 6 rtY _ y undetermined length D t �] p Y q q EXISTING STORM SEWER Inspection. PROJECT INFORMA TION V8, The contractor shall notify the Traffic Operations Center at (540) 332-9500 for any traffic control plan that provi de of the installation and removal a EXISTING FENCE LINE X X DEPARTMENT OF I NSPF_ CTION C�►ENFRAL NOTE: impacts a VDOT maintained Interstate or Primary roadway tode notification OPA R of the work zone C NSI V9. The contractor shall be responsible for maintaining a VDOT permitted temporary construction entrance(s) in Owner codes that apply are IC A NE de and International Building Code 2015; Other pp y f r access to .EXISTING DITCH LINE 1, Buildings comply with the Virginia Uniform Statewide Building Co 9 accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, ace INS Rentals, LLC T E A317.1-09 Accessible and the Usable Buildi &Facilities and Virginia Energy Code. W� rigs 9 g other properties affected by this project shall be maintained through construction, 269 Apple View Drive TING WATERLINE Wj TEE VBC 2015 with allowable increases. EXISTING 2. Burlydn .shall comply with Chapters for height and area (T506), 9 V10. Contractor shall ensure adequate drainage Is achieved and maintained on the site during and at the end of Winchester, VA 21603 EX, FH Buildin shall corn l with ANSI Handicap A117.1-09 far parking, entrance, and egress, Alf required egress shall be accessible. q g EXISTING FIRE HYDRANT 3 g comply c str ctlon, (540) 868-9600 „ exceed 1:20 slope; HCSi na e shall right-of-way a minimum thirty-six 36 � ors shall not exceed 1.4$ slope and thresholds shall not exceed 0,5 and walkways shall not p , 9 g V11. Aotwaer and sewer fines within existing or proposed VDOT right of way -shall have_( ,? 4. Landings at doProperty Data �. C% EXISTING' WATER VALVE W -�- W with SBC 1106.1.1. inches cover and when possible shall be installed under roadway drainage facilities at conflict points, _ Building Setbacks Per Code Prop � � 0 y comply wit U Tax Ma Number 54A 1 A 1, v> . a . n shall comply with Al7;1-09. P ( ) Front Rt 11 : ` 50 112,57 handicap parking stalls shall not exceed 2fo handicap siS age e y -oils springs, inkholes voids caves etc. encountered 5. Maximum slope across p p 9 . - V12. An unusual subsurface conditions (`e.g., unsuitable s ,,s ) Address F House Drive _ 0 c yv P Y__RAddre all Left i per .e Side Rt 1313 . 35 S1.83 W I . Geotech report is required( C� `� e ..Sails concrete etc shall a p q p) , EXISTING REDUCER special iris ecbon requirements on the type ofstruci'ur ( , 1 apply ors of construction shall be immediately brought to the attention of the engineer and VLiUT. Work 6. Chapter 17 of ICC for spec a p req Y during the co .. . . Y g g Area 2.246 acres Ri lit Side: 0' 33,29' Uniform Statewide Building Code, Section 1803. shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT, g g Zoning 8-2 Reaar., 0' 9,30' EXISTING TREE DRIP LINE Legal References 190013904 <C V13. All fell areas, borrow material and undercut areas shall be Inspected and approved by a VDOT representative prior to placement and till, Where CBR testing is required, a VDOT representative shall be present to insure the Existing Use Gravel Pad and Parking Lot Parking Setbacks Per Code Existing �` PROPOSED FEATURES sample obtained is representative of the location. When soil samples are submitted to private laboratories for Proposed Use Office and Retail Area Front (Rt 11): 10151.0D testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and Disturbed Area 0,46 acres Left Side (Rt 1323): 10 10751 F PAVEMENT PROP EP that testing shall be performed in accordance with all applicable VDOT standards and procedures. Right Side: 5' 0'- Shared PROPOSED EDGE Cr V14. All roadway fill, base, subgrade material, and backfill in utilitylstorm sewer trenches shall be compacted in six (6) Rear: 5' 0'- Shared ; to o inch lifts to 95% of theoretical maximum density as determined by AASHTtO T-99 Method A, within plus or minus � � � � Z PROP EG 2 fo of optimum moisture for the full width of an dedicated street right-of-way. At the direction of VDOT, PROPOSED EDGE OF GRAVEL p, YZoning Data LW a � �. a density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge o _ Use For Parking Unit Tabulation q o c Specifications. Certified copies of all test reports shall be submitted to VDOT daily, unless specified otherwise. Open Space Minimum 15fo _ 137,363 4, 675 sf 5, 000 sf Retail 1 per 200 sf 25 q i PROP. CURES &GUTTER PROP CG- 6 Open Space Proposed 38% = .,7, 363 sf p � V15 VDOT Standard CD and UD underdrarns shall be installed where indicated on these plans andlor as specified by F.A.R. Maximum 1.0 5,500 sf Office 1_ per 250 sf 22 S v CZ VDOT. F.A.R. Existing & Proposed 0.10 Total 47 w w PROP. REVERSE CURB &GUTTER PROP CG76R V16. A post installation visual/video camera inspection shall be conducted by the Contractor on all pipes identified on the plans as storm sewer pipe and a select number of pipe culverts. For pipe culverts, a minimum of one pipe Required Existin New Total o CS � � 4 zt PROPOSED CONTOUR 50 installation for each size of each material type will be inspected or ten percent of the total amount for each size Buiidi,^, c Data Handicap Spaces Z 0 3 0 �.. � and material type summarized. All pipe installations on the plans not identified as storm sewer pipe shall be U L r1t "� c3 PROPOSED SPOT ELEVATION' +50-0 considered as culvert pipe for inspection purposes. Additional testing may be required as directed by the Area Type of Construction Type 1C Total Spaces 47 45 f 7 = 52 c, ti PROP. 24 " ADS Land Use Engineer or their representative. Proposed Area 10,500 sf PROPOSED STORM SEWER V17 The installation of any entrances and mailboxes within any dedicated street right -of way shall meet VDOT Height Maximum 3 feet minimum design standards and is the responsibility of the developer. Height Proposed 20 feat PROPOSED SANITARY SEWER S S S acceptance of an streets, all required street si na e and/or pavement markings shall be installed Loading Spaces Req.-1J40,000 sf = a25 1 V�B. Prior to VDOT acceP Y q � g PROPOSED TELEPHONE T T T by the developer dr. at VDOT's discretion, by VDOT on an account receivable basis fallowing the Manual Lire Sign Datd Uniform Traffic Control Devices. Existing Parking Lot has 118 spaces V19 The developer mint provide to the VDOT Land Development Office a list of all material sources prior to the start Ex. Park tenant sign to be usd 73 of those are utilized by tax parcel PROPOSED ELECTRIC of construction. Ccipies c f all invoices for materials utilized within any dedicated street right -of --way must be oil signage shall conform to 165-80203(0(28) NE provided to the local VDOT Residency Office prior to acceptance of that work. Unit and total prices may be 54A-(1) Al per easement at #150009975 PROPOSED GAS LI 0 obscured. o V20, Aggregate base add subbase materials shall be placed on subgrade by means of a mechanical spreader. Density N PROPOSED WATEf' LINE Contact NU Sheet Index will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bride > METER J „WM Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test Cover Sheet &General Notes Sheet 1 w PROPOSED WATER reports orts shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a ?uiveying &Engineering Firm: VDOT representative shall be notified and given the opportunity to be present during the construction and testing GreyWolfe, Inca (540) 667.70551 Dimensioning & Overall Plan Sheet 2 PROPOSED FIRE HYDRANT PROP, FH of the density control strip.. Zo�Enforcement.� Grading Plan Sheet 3 V21, Asphalt concrete pavement shall be placed in accordance with Section 315 of the VDOT Road and Bridge Department of Planning (540) 665-551 Lighting Plan Sheet 4 Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76, Site Inspections_•: Landscaping Plan Street S A certified compaction technician shall perform these tests. Certified copies of the test reports shall be submitted Department of Inspections (540) 66-5650 Erosion and Sediment Control Plan Sheet 6 ui COMMON LABELS & FEATURES to VDOT daily, unless specified otherwise. A 1/C7OT representative shall` be notified and given the opportunity to be Erosion and Sediment Control: Stormwater Plan Street 7 present during the construction and testing of the control strip.. Department of Public Works (340) 65-5643 Life Safety Plan Sheet 8 PROPERTY LINE OF PRO.IECT V22. In accordance with Section 302.03 the foundations for pipe culverts thirty-six (36) inches and larger shall be p explored below the bottom of the excavation to determine the type and condition of the foundation, The Sanitary Sewer and Water; NEIGHBORING PROPERTY LINES contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing City of Winchester - Public Utilities (40) 667-1850 Previous Planspipe, Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or VDOT., (540) 535-1824 EASEMENT LINE otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization Telephone. Verizon (301) 954-6282 shall be de rmined 6Y the engineer an approved by VDOT. Electric: MDP waived Fegruaryl5, 2Q16 e� �, V23. VOOT Stan and Guar rail sha be costa led where warranted and/or as proposed on these plans in accordance with PROPERTY CORNER FOUND � .Rappahannock Electric Cooperative 540) 612-2001 REZONING �D4-03 VDOT`s installation criteria. Final approval of guardrail layout to be given by VDOT after grading is mostly complete. J � Gas: Washington Gas Co. (540) 59-1111 PRIOR SIFE PLANS - #17-00 & #11-03 PARKING SPACE TOTALS V24, Approval of this plan Shall expire five (5) years from the date of the approval letter. shopping center Development Plan with Building MISS UTILITY: 1-800-55Z-70t31 g Pad Locations, shared Parking Lot Design, ADA HANDICAP PARKING STALL V25. VDOT Standard C'G-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. and atormwaterPond Design advanced blow s Zonis � SIGNS -v- V26. The foundations for all box culverts shall be investigated by means of exploratory borings C.� j General Notes proposed foundation elevation to determine the type and condition of the foundation. The contractor shall submit SANITARY MANHOLE IDENTIFIER A copies of borehole lags and report findings of foundation exploration to the engineer and MOOT for approval prior Maximum 1. Exterior lighting will be provided by waif pack lights attached to constructing box. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1, Contrary to the Environmental Existing Disturbance Proposed to the but/ding and existing pole lights, 'r•.� 1 _ Standard where rock is encountered and east -in -place box is proposed, the thickness of bedding shall be six (6) Allowed Disturbance 2. All lights will be shielded full cutoff type) or directed to CJ E IDENTIFIER Where soft yielding, or otherwise unsuitable foundation is encountered, the foundation design andjor Features Acreage9 ( YP 1 Ce STORM DRAIN STRUCTURE c r inches. . Y gf GENERAL NOTES foundation stabilization shall be determined by the engineer and approved by VDOT. Flood lain 0 acres 0% 0% prevent glare on neighboring properties. `°w FIRE MAR51-lAL.L need for foundatio � � P � �, Eki- 3. Outdoor trash receptacles will be in an enclosed six (6) foot CI LIGHT POLES Lakes &Ponds 0 acres 0% 0% fence, unless located inside of a screened storage yard. by the Fire Marsha inspection 1. An ins Marshall's office will determine where curbing must be painted Yellows Wetlands >IAC' 0 acres 0% 0% P 4. This project will not disturb any environmental features as w � q; ON OF TEST PITS 2. "No Parkin - Fire Lane" signs will be placed on the site by the Fire Marshall's direction. Sinkholes 0 acres 0% 0% defined by the Frederick County Zoning Ordinance. Lc7CATI9 3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall. Natural S. W. 0 acres 10% 0% 5. The owner will be responsible for obtaining or granting q ►.,, brush Iles of natural vegetation requires a permit Burning construction debris is prohibited, Retention Areas easements shown on this plan. 5 EROSION & SEDIMENT CONTROL FEATURES 4. Burning p 0 0 0 6. Easements will be recorded and copies sent to the parties L V) t all Mimes. Fire hydrants will be always 6e left unobstructed. Sleep Slopes >50/0 0 acres 25/0 0% 4 ►.., 5. Emergency vehicle access must be provided a Y involved. Woodlands 0 acres 25 LIMITS OF CLEARING & GRADING - - - - - -- --- - - LCG °fa 0% 7, All utilities that will service this site must be placed [,r�LC underground INLET PROTECTION00 REZONING OFRS 04-03 TRIP GENERATION DATA /� ~ 01ITLET PROTECTION A OP D� LANDSCAPING - THE DEVELOPMENT OF THE SUBJECT PROPERTYAND THE SUBMISSION OFANY SITE PLAN WILL PROVIDE THE FOLLOWING SITE PLAN SP 4 - 20 � AM PEAK HOUR PM PEAK HOUR - - '`4'' `-' LANDSCAPE ITEMS: CODE ITE USE AREA IN OUT TOTAL IN OUT TOTAL' ADT ;,'� 5,500 SF 15 2 17 14 70 84 133 CHECKDAM MW @ 1. AN ADDITIONAL 12 TREES ALONG INTERIOR SIDES OF EXISTING DETENTION FACILIT` OF THE NEW ENTRANCE, CONSISTING OFA THREE FOOT ALL 710 Office 820 Retail 5,000 SF 16 10 26 42 45 87 969 2. A 10' WIDE LANDSCAPED STRIP PARALLEL TO MAR77NSBURG PIKE, NORTH ��'� 2 � -- ----. - _.__ ...- � � r..rn�nrru urni^cnniu ,,rim r_onrrnrn rr}i.�FR Totals 31 12 43 56 115 171 1102 LL DIVERSIUN UJK17 CVCKuncClr ncuuLAvr, rIv_ ___ ..,,.__. 3, A 10' WIDE LANDSCAPED STRIP PARALLEL TO MAR77NSBURG PIKE, SOUTH OF THE NEW ENTRANCE, CONSISTING OF SHRUBS AND GROUND _ DATA TAKEN FROM THE L T E. MANUAL Fmdet i County Zoning A&ni* rakr" Data SILT FENCE WJ WIRE SUPPORT x x x SF COVER. 4. A 20' WIDE LANDSCAPED STRIP ALONG THE SOUTH SIDE AND ADJACENT TO RP ZONED LAND, CONSISTING OF 4 TREES PER LINEAR FEET: LANDSCAPING NOTES 41)� __7 1(3L Z � RR � MAINTENANCE SHALL BE IN CONFORMANCE WITH EXISTING ZONING REGULATIONS. Final Site A,Aoroved by f►eideriioft Count}' Planning Department Reviewer Date RIP RAP TREE OR SHRUB SIZE, SPECIES, AND 1. Miss Utility must 6e contacted prior to planting. Advise engineer of record of any conflicts in planting locations and utility markings. STREET CONNECTION -THE DEVELOPMENT OF THE SUBJECT PROPERTY HA S LL PROFFER ONLYONE CONNECTION TO MAR77NSBURG PIKE (US` Landscaper must stake and guy all trees. Stake locations must avoid utilities. 1. Site Plan appp4l born limT mg expire 1Mee (3) Years f,-om me date of the approval letter,. DATE; MAY 4, 2020 SEDIMENT TRAP ST ROUTE 11), 2, Trees and shrubs shall be health and free ofinsect eggs, larvae and disease. The plants shall have ample roots and be well branched. p 2. Frederick CounipZoningAdnir�'atorapprrrval expires at r"roe r$� years from the date of site plan approval. SCALE. N/A - PROPERTY SHALL PROFFER THAT THE TOTAL MAXIMUM FOOTAGE t?f BUILDINGS THE DEVELOPMENT Of THE St181ECi The planter shall guarantee all plants for doe year; 3, The Frederick Cmity Depwhw t oaf Pubk Works approval is not enough to begin site development. The owner/contracttor must obtain a MAXIMUMSQUARE COMBINED SQUARE FOOTAGE Of BUILDINGS SHALL NOT EXCEED 100,000 SQUARE FEET. 3. Landscapershall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided to the owner, t and Disturbm Permitted WW to periadc inspections. 4. the FrederkkCburty De wt eit ofln ons approval does not constitute a building permit. Building plans must be submitted and FILE NO. 0023 -- CONSTRUCTION FNTRANCE CE DEVELOPMENT OF 7 yE,SUBIIECT PROPERTY SHALL PROFFER ONE MONUMENT STYLE SIGN ALONG MARTINSBURG • i nlent 4. Plant substitutions will be allowed with the written approval 4f the fredenck County`Plann rig Depart -:-. Furthermore, the site must meet all ADA requirements and be approved by Inspections. approved pnar� mnstn, � '_ any strati_ _e9 SHEET 1 OF S MONUMENT STYLE SIGN -THE PIKE, SAID SIGN SHALL BE LIMITED TO 15' IN HEIGH rAND A MAXIMUM AREA OF 100 SQUARE FEET. 5 A# plantings shall conform with the Frederick County Zoning Ordinance §165-20.3.018.