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HomeMy WebLinkAbout10-00 Milam Landscaping (expansion of existing business) - Backfile (2)MILAM'S LANDSCAPING and GARDEN CENTER PROPOSED LANDSCAPING BUSINESS and RETAIL SALES PROJECT: MILAM'S LANDSCAPING and GARDEN CENTER 2186 NORTHWESTERN PIKE WINCHESTER, VIRGINIA 22603 OWNER: W.W.W., L.C. c/o FRUIT HILL ORCHARD P. O. BOX 2368 WINCHESTER, VIRGINIA 22604 (540) 667-3390 APPLICANT/ MILAM'S LANDSCAPING and GARDEN CENTER DEVELOPER: 2186 NORTHWESTERN PIKE WINCHESTER, VIRGINIA 22603 (540) 722-3004 Contact: MR. MICHAEL MILAM ENGINEER/ PAINTER - LEWIS, P.L.C. LANDSCAPE 302 SOUTH BRADDOCK STREET, SUITE 200 ARCHITECT: WINCHESTER, VIRGINIA 22601 (540) 662-5792 Contact: TIMOTHY G. PAINTER, P.E. PARCEL INFORMATION: PIN: 52-A-B SITE AREA: 67.0960 Acres ZONING: RURAL AREAS DISTRICT RA RURAL AREAS DISTRICT PROPOSED USE: ORCHARD, LANDSCAPE CONTRACTING & RETAII. CURRENT USE: ORCHARD & FARM ZONING REQUIREMENTS: DENSITY: PARCEL COVERAGE MUST NOT EXCEED 75% COVERAGE (BUILDINGS & DRIVE AREAS , 2.4030 Ac.) FLOOR AREA/LOT AREA RATIO: (F.A.R.) -/= 1.0 SETBACKS: FRONT: 60 Ft. REAR: RESIDENTIAL: 50 Ft. AGRICULTURAL: 100 Ft. ORCHARD: 200 Ft. SIDE: RESIDENTIAL: 50 Ft. AGRICULTURAL: 100 Ft. ORCHARD: 200 Ft.25 Ft. BUILDING HEIGHT: 35 Ft. PARKING: ENCLOSED DISPLAY AREA: 1 SPACE PER 400 Sq. Ft. OPEN DISPLAY AREA: 1 SPACE PER 3000 Sq. Ft. OFFICE AREA: 1 SPACE PER 250 Sq. Ft. PARKING REQUIRED: EXISTING DEVELOPMENT: ENCLOSED DISPLAY AREAS: 1,983 Sq. Ft./400 = 4.96 -> 5 SPACES OPEN DISPLAY AREAS: 19,228 Sq. Ft./3000 = 6.41 -> 6 SPACES OFFICE AREA: 400 Sq. Ft./250 = 1.60 -> 2 SPACES TOTAL SPACES REQUIRED: -> 13 SPACES PROPOSED DEVELOPMENT - THIS PHASE: ENCLOSED DISPLAY AREAS: 1,800 Sq. Ft./400 = 4.50 -> 5 SPACES OPEN DISPLAY AREAS: 14,075 Sq. Ft./3000 = 4.69 -> 5 SPACES TOTAL SPACES REQUIRED: -> 10 SPACES PARKING PROVIDED: THIS PHASE: 10 SPACES (INCLUDES 1 VAN ACCESSIBLE HDCP SPACE) LANDSCAPING AND SCREENING: RA DISTRICTS: NO BUFFERS REQUIRED LANDSCAPING FOR PARKING LOT REQUIREMENTS PROPOSED DEVELOPMENT: LANDSCAPE CONTRACTING & RETAIL FRONTAGE: 550.48 Ft. PARKING: ENTIRE SITE: 25 SPACES (3 HDCP ACCESSIBLE SPACES) OPEN SPACE: N/A LANDSCAPING: THIS PHASE: PARKING AREAS: 1 Tree Per 40' Perimeter (97' Perimeter/40' = 2.42 Trees -> 3 Trees 3' Hedge Along R-O-W & Adjacent Properties (0' Perimeter Hedge) 5% Interior Landscaping Islands Proposed Parking Area: 1,940 Sq. Ft. (1,940 x 5% = 97 Sq. Ft.) 1 Tree Per 10 Parking Spaces (10 Spaces/10 = 1.0 Trees -> 1 Tree) PROVIDED: PERIMETER: THE LANDSCAPING DISPLAY AREAS AND EXISTING ORCHARDS SURROUND THE PARKING AREAS AND ARE TO SERVE AS THE LANDSCAPING. INTERIOR ISLANDS: 200 Sq. Ft. INTERIOR TREES: SAME AS ABOVE ZONING NOTES: 1. NO EXTERIOR LIGHTING FACILITIES ARE PROPOSED FOR THIS ADDITION, AT THIS TIME. ALL LIGHTING SHALL BE ATTACHED TO THE BUILDING. 2, ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE PLAN. 3. NO AREAS OTHER THAN THE OUTDOOR DISPLAY AREAS AS INDICATED ON THE. SITE PLAN SHALL BE USED AS OUTDOOR STORAGE AREAS. GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE. 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS 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 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. 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. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND THE APPROPRIATE UTILITY COMPANY. 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' CONSTRICTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES. /. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A TOPOGRAPHIC' SURVEY PROVIDED BY THE APPLICANT AND AERIAL INFORMATION PROVIDED BY THE MARSH and L,EGGE LAND SURVEYORS, Y.L.C. AN ADDITIONAL FIELD SURVEY TO VERIFY THE EXISTING ROADWAY CONDITIONS AI4D TOPOGRAPHY WAS PERFORMED BY MARSH & LEGGE LAND SURVEYORS, P.L.C. THE TOPOGRAPHIC INFORMATION IS BASED ON u.S.C. & G.S. DATUM AND A CONTOUR INTERVAL OF FIVE (51) FOOT HAS BEEN ESTABLISHED FOR THIS PROJECT. 8. NO SOIIS REPORT WAS FURNISHED FOR THIS PROJECT. Se. ALL, RADII DESIGNATIONS INDICATE FACE OF' CURB, EDGE OF PAVEMENT, OR EDGE OF STONE PAVEMENT, WHERE APPLICABLE. an A AN:D:DSCAFI =N\,.G o 'ENTER G A H EE'N IF f�,, S t 2 A:DDD=T_0_NN INDEX TO COUNTY LOCATION 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALI. BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY BOUNDARIES AND THE ROUTE 50 R-O-W. 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END OF CONSTRUCTION. 4. 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, 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED. VEGETATIVE COVER SHALL CONFORM TO THE FOLLOWING SPECIFICATION: SEEDBED PREPARATION: A. SCARIFY THE TOP 1"-2" OF TOPSOIL AFTER THE FINAL GRADES HAVE BEEN ACHIEVED. B. ADD 3 TONS PER ACRE OF PULVERIZED AGRICULTURAL LIME (140 lb /1000 sf). SEED TYPE: RATE: MIN. PURITY(%) MIN. GERM.(%) KENTUCKY BLUEGRASS 45 lb/Ac. 97% 85% RHODE ISLAND BENT 10 lb/Ac. 95% 65% K=31 TALL FESCUE 27 lb/Ac. 95% 65% ANNUAL RYEGRASS 9 lb/Ac. 98% 85% MULCH: 1.5 Tons/Ac. SMALL GRAIN STRAW FERTILIZER: 1000 lb/Ac. 10-10-10 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALL TIMES. EXCAVATION AND GRADING: I. ALI. DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED MATERIALS SHALL BE PROPERLY DISPOSED OF OFF -SITE. 2. ALL TOPSOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON - SITE AS DIRECTED BY THE PROPERTY OWNER OR HIS REPRESENTATIVE. 3. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR AND APPROVED BY A CERTIFIED GEOTECHNICAL ENGINEER. ALL FILL MATERIAL SHALL BE PLACED IN LIFTS OF 801 OR LESS AND SHALL BE COMPACTED TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEOTICHNICAL ENGINEER. 4. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 5. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL OBTAINED OFF -SITE, GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. 6. ALI,, DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS NEEDED. IWOVIVIA111 I` I i SHERYtT `� FORE3I \ I 0 Radio' � I � \ Towers � / I wawaWTE I I a Cft4 Aa ago 0010 R.J1 Hill UN Bops tlol Romlld TJ00DCHUCS 111I 50 s 71 ribad Ph HEIGHTSr,4, KILL.�„ j - 3 HILL CR I ¢a Candt. ST S ALL will 1b)N I � I � � nun�a VICINITY MAP 1 " = 2000' STORM WATER MANAGEMENT: 1. THE STORM WATER RUNOFF SHALL BE CONTROLLED BY THE PROPOSED STORM CULVERT AT THE ENTRANCE, AS DETAILED ON THE PLANS. NO ON -SITE STORM WATER MANAGEMENT FACILITY HAS BEEN PROPOSED FOR THIS SITE. NO INCREASE IN THE STORM WATER RUNOFF WILL RESULT BY THE DEVELOPMENT OF THIS PROJECT. 2. ALL SURFACE WATER SHALL BE CONVEYED OFF -SITE BY THE EXISTING CONVEYANCE CHANNELS, SWALES, AND CULVERTS, AND BY SHEET FLOW, AS INDICATED ON THESE DRAWINGS. PAVING AND CONCRETE: 1. THE PROPOSED ENTRANCE AND PARKING AREAS SHALL RECEIVE THE MINIMUM PAVEMENT SECTIONS, AS DETAILED ON THE PLANS. ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SHALL BE SAW -CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF V.D.O.T. MISCELLANEOUS: 1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF FREDERICK, VIRGINIA FIRE MARSHAL. 2. ALL EXISTING FIRE LANES SHALL REMAIN IN PLACE AND SHALL BE ACCESSIBLE TO EMERGENCY VEHICLES AT ALL TIMES DURING THE CONSTRUCTION PROCESS. PA INTER-LEWIS P.L.C. 302 SOUTH - RADDOCK STREET; SUITE 200 WINCHEff4rO, ER VIRGINIA 2201 : .2-5792 t COUNI V of )N RIEI)ERIC1K G I (Department of Planning and Development 540/66S-5651 FAX: 540/678.0682 December 10, 1999 Mr. Michael M. Milam 2186 Northwestern Pike Winchester, Virginia 22603 RE: CUP #19-99 OF Ia MAN'S LANDSCAPING, Property Identification Number 52-A-1B Dear Mr. Milam: This letter is to confirm action taken by the Frederick County Board of Supervisors at their meeting on December 8, 1999 Conditional Use Permit il18-99, for the expansion of your landscape contracting and garden center (wholesale, retail nursery stock), was approved with the following conditions: I. All review agency comments must be complied with at all times. 2 An engineered site plan shall be approved by the County 3 One (1) business sign shall be allowed along Northwestern Pike (Route 50), tilts sign shall be limited to a maximum of fifty (50) square feet in area 4 Any expansion of use or change of use would require a new Conditional Use Permit. Please bear in mind that although we are in receipt of the site plan for this expansion, we still must receive the site plan review fee in the amount of $5U0' before we can begin the review process If you have any questions regarding this action or the site plan review process, please feel free to call this office Sincerely, ark R, Cheran Planner I MRC/ch cc: Richard Shickle, Gamesboro District Supervisor Ellen Murphy, Commissioner of Revenue 0Mg- WPR DEN LM'CUP.W11A017. CUP wd 107 North Kent Street > Winchester, Virginia 22601-5000 �� k _Iy� oo s® y�C �33(50_ i0 N Wan ABBREVIATIONS ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BP BREAK POINT CG-2 CURB CG-6 CURB & GUTTER CG-6R REVERSED PITCH CURB & GUTTER CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMPA CORRUGATED METAL PIPE ARCH C.O. CLEAN OUT 0 DIAMETER EOP EDGE OF PAVEMENT F.F. FIRST FLOOR F.C. FIRE CONNECTION FG FACE OF GUTTER Go. GAUGE GV GATE VALVE HDCP HANDICAP HP HIGH POINT HTR. HEATER IPF IRON PIPE FOUND IPS IRON PIPE SET INV INVERT LP LOW POINT MPD MULTI -PRODUCT DISPENSER MH MANHOLE NDC NOSE DOWN CURB N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PL PROPERTY LINE PVMT. PAVEMENT RCP REINFORCED CONCRETE PIPE RED. REDUCER R-O-W RIGHT-OF-WAY R.O. ROCK OUTCROP STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED & PROTECTED T.B. THRUST BLOCK TEL. TELEPHONE TC TOP OF CURB TYP. or Typ. TYPICAL UGE UNDERGROUND ELECTRIC WL WATER LINE WM WATER METER 5'R RADIUS IN FEET Virginia Department of Transportation Staunton District Rev 7/95 page 1 of 1 GENERAL NOTES FOR ENTRANCE PLANS VAO7r GOIRAKal N4ksg V1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most st.ringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. V3. When working on VDOT right of way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. V4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right of way. V6- If required by the local VDOT Residency office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V7 Contractor shall notify the local VDOT Residency Office when work is Lo begin Or cease fox. any undetermined length of I.ime. VDOT will also require 48 hours notice for any inspection. V8 The Contractor will be responsible for maintaining adequate access Lo the project trOm Lhe adjacent public roadway Lhrough construction and rnaintenanc•e of construction entrance in accordance with the Vxzxtata_ ol a dS _ a Sa(. 3 Os Furthermore, access to other propertiec dffeeLed by Lhis project ilia) I be maintained through :Onsta WA ion PLAN �P�.. VED 7 , MILAM LANDSCAPING and GAR"D EN CENT E� PHASE ADDITION (LIST OF DRAWINGS SHT. 1 /3o COVER SHEET SHT. 2/3o REVISED SINCE PLAN SHT. 3/3 o MISCELLANEOUS EILILANIEOUS DETAILS APMOVED BY THE 7_ONING AaMINISTF'ATOI" COUNTY OF FfEDEIICK; VIF;GINIA -3 / _2 -7)CT__ SITE PLAN SHALL BE VALID FOR A PERIOD OF (5) FIVE YEARS FROM DATE OF APPROVAL. SHEET: 1 /3 FILE NO.: 9709009 z 0 La. .P \ O--� NOTE: HANDICAP ACCESSIBILITY REQUIRED FOR EX. OFFICE BUILDING, COORDINATE IMPROVEMENTS WITH BUILDING OFFICIAL, I 860 EXISTING OD ORCHARD' �- PARCEL B a i 67.0960 ACRES D/WIMPROVEMENTS OF PREVIOUS NTS > � / ram"" o--`_ Ek GR`A O ` ~`� �� AC ROAD 20' 90' 20' FUTURE GRAVEL } / �` �_ ~�� EX m ACCESS MULC AREA Ek ME TA 1� RE -LOCATED GREENHOUSE t5R -� �_ ., `� SHED L (GROWING PURPOSES ONLY) �. -�_ '� / END TI �` + m 0 10'X10' FRAME REMOVE ,c RELOCATE _ EDQNGM$E T/MefR fp Z L �N ARK rn OUTSIDE STORAGE ; NAI 4 STORAGE BLDG. C/ E'p II (OPEN TO PUBLIC) 15'R FENCE AS NEEDED / f LEV,=856•99 W Ed0in sa - EX. WELL Z 1 OTHER SIDE 1 0 FRAMEEx � p a BL` N �7G�\ OF RTE. 50) C 0 � CONCRae BAR "L ' o (n BENCHMARK -n rn j (TO BE USED OOR \ -T CHISELED X" AT CORNER a EXISTING 9 GROWING AREA FOR o Q �i�z *' �� DF C ELEV. C. HEa835.71 DWALL ( o / ORCHARD 1'^ EXISTING U h PROP. 10' GRAVEL p O •,WALKWAY ORCHARD v \ S,o Gr $ � O : I $ rri Ih $ g X. Inv=833.22 44 � s t a t E8a2 m~ m n W 3 r Q EXISTING PAVEMENT Q Uj W v a- Z v -� �C Lit O M n w U z Q V) 0 i c� to Iu EX. DRIVE ��----- -- - - -- HDCP TO BE REMOVED SIGN \ OLrt$IDE STORAC 4F �� pOJ `rf �p� \ (OPEN TO PUBLIC) fi } 9 \ CONC. RAMP - X / I \ �r EX. ES-1 IN ACCORDANCE --�4-- -- EX. BOARD / �.w1 At INV OUT= 34.00 WITH ADA do B, C.A FENCENOTES: 50' B. s0 LIMITS OF PREVIOUS / 1. THE CONTRACTOR MUST PERFORM A SITE VISIT + ROADWAY IMPROVEMENTS \ \ TO DETERMINE THE TOTAL AREA TO RECEIVE EX. 40'-15"0 / / \ THE PENETRATION SURFACE TREATMENT. ` \ t 1 t RCP O 1.00% f(PR x. F.t.S.. $36 F.L.S.- _ �OC• J 2. THIS AREA SHALL BE GRADED FOR POSITIVE DRAINAGE; 21—A / STONE ADDED AS NEEDED AND PRIME AND SEAL / X ' �" + / PENETRATION TREATMENT APPLIED. :'ROl1ND1�1( LL�R WLL�R%�' . "' �. , / rcrrsr-rY> 8` e' 9 (TYP) EX. GATE p F.L.S. F ., F.L.S. s18'31'56"w 185.77 1RF I�EX. EW-1 g51b 0 HATCHED AREA REMOVE do RE L ATE 1 ►N OUT=834.40 �� TO RECEEVE A FENCE AS NEE ED c Q ` i PRIME do SEAL w w / PENETRATION f TREATMENT _, I PROP./SIGN �►`E (SEE DETAIL SHT. 3) $ J a ,te a 4�WS' BOTH SIDES (30' MAX. HEIGHT) 8Aa EXISTING / I 0 Q_ ORCHARD EL 30' 20' ` w 50' N s � � R E I D i O o CA �90 � s i 1 I 1 NOTES: -- - 1 . THE INFORMATION SHOWN HEREON IS BASED ON AN 9 I ACTUAL FIELD SURVEY COMPLETED MARCH 3, 1998, f WITH THE EXCEPTION OF THE EXISTING DRAINFIELD & WELLS WHICH WERE LOCATED BY THE OWNER ON 3- 16-2000. 2. BOUNDARY INFORMATION SHOWN HEREON IS TAKEN I FROM FINAL PLAT FOR MINOR RURAL SUBDIVISION DATED I I SEPTEMBER 1, 1995 MADE BY MARSH & LEGGE LAND SURVEYORS, P.L.C.. EXISTING ORCHARD ABBREVIATION GA INV. IRF MB RCP RTE. TRB WPP WSP / i E EROSION do SEDIMENT CONTROL KEY \ \ \ m \ o \ a W \ 0 FOR COII;TINUATION SEE INSERT THIS SHEET. 1 Q \ O \ 2 xOUT DID �Df (170•X�0p� A DEFINITION GUY ANCHOR INVERT IRON ROD FOUND MAIL BOX REINFORCED CONCRETE PIPE ROUTE SIGN / TELEPHONE RISER BOX _ WOOD POWER POLE WOOD SIGN POST 3.05 SILT FENCE 40 0 40 120 V v ao� CL Wit w N�3N� ZW �U �C x OU iD � W WW W w O Cr a. ��'�1,� H OF Y 1O J 1Y01 III PMttER No. 18260 04, �SSfOVAL SURVEY: C.I.. Marsh & Legge 5' and Land Surveyors Spots DRAWN: JOB NO.: TGP 9709009 SCALE: DATE: 1 "= 40.0' 3-13— 98 Scale 1 " _ 40 ft SHEE T: 2/3 HDCP SYMBOL (WHITE) — SOLID BLUE BACKGROUND HANDICAP PARKING DETAIL N.T.S. —� HANDICAP SIGN 3' Min. NOTES: 1, ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. 8' TYPICAL FOR VAN ACCESSIBLE SPACES & 5' TYPICAL FOR OTHERS. HANDICAP SIGN DETAIL N T.S. 12" x 18" STD. 12" x 6" STD. STD. U—CHANNEL POST PROP. GROUND R E SEI2 VE D PARKING VAN ACCESSIBLE SIGN MAY BE ATTACHED TO POLE BARN PAVEMENT DETAIL N.T.S. LIGHT 0 PRIME & SEAL PENETRATION CL TREATMENT SURFACE COURSE — v w 6' 21— A — o STONE BASE i COMPACTED SUBGRADE NOTE: THE LIGHT PAVEMENT SECTION SHALL BE INSTALLED QO IN THE PARKING STALL AREAS AND ALL DRIVEWAY AREAS TO BE USED BY THE LANDSCAPING BUSINESS. O PRIME AND SEAL PENETRATION TREATMENT: Z PRIME: #78 AGGREGATE ® 30 LBS/SY WITH RC-250 ® 0.35 GAL/SY SEAL: #8 AGGREGATE ® 25 LBS/SY WITH RC-250 0 0.25 GAL/SY V) _J Z Q O � Q Q O N W Z W N Q W W w � U c� Z 3 Q 0 H U �LAJ Q v �o� zLAJ W � W QUW�'Z oz3�o ZWQ��U �QOOU � ar) o0ONG � � W N W ? L- 0 cm0 ry n II o (fin o `JJJ N N r) N Lc)0 v I I N N � cD c0 � O cD cD Y m O O Q 0 LnLo o Q) nN m Q c 0 L L L U a Q) X O .- 0 Q N Q O a ��PtiTH OF7� TIMOTHY G. PAINTER 9 No. 18260 I w�. �p m 9 �w � �SSIONAL G� SURVEY: C.I.: Marsh & Legge N/A Land Surveyors DRAWN: JOB NO.: TGP 9709009 SCALE: DATE: AS SHOWN 3-13-98 HEET: 3/3 MILAM'S LANDSCAPING and GARDEN CENTER PROPOSED LANDSCAPING BUSINESS and RETAIL SALES PROJECT: MILAM'S LANDSCAPING and GARDEN CENTER 2186 NORTHWESTERN PIKE WINCHESTER, VIRGINIA 22603 OWNER: W.W.W., L.C. c/o FRUIT HILL ORCHARD P. O. BOX 2368 WINCHESTER, VIRGINIA 22604 (540) 667-3390 APPLICANT/ MILAM'S LANDSCAPING and GARDEN CENTER DEVELOPER: 2186 NORTHWESTERN PIKE WINCHESTER, VIRGINIA 22603 (540) 722-3004 Contact: MR. MICHAEL MILAM ENGINEER/ PAINTER - LEWIS, P.L.C. LANDSCAPE 302 SOUTH BRADDOCK STREET, SUITE 200 ARCHITECT: WINCHESTER, VIRGINIA 22601 (540) 662-5792 Contact: TIMOTHY G. PAINTER, P.E. PARCEL INFORMATION: PIN: 52-A-B SITE AREA: 67.0960 Acres ZONING: RURAL AREAS DISTRICT RA RURAL AREAS DISTRICT PROPOSED USE: ORCHARD, LANDSCAPE CONTRACTING & RETAIL CURRENT USE: ORCHARD & FARM ZONING REQUIREMENTS: DENSITY: PARCEL COVERAGE MUST NOT EXCEED 75% COVERAGE (BUILDINGS & DRIVE AREAS < 2.4030 Ac.) FLOOR AREA/LOT AREA RATIO: (F.A.R.) /- :1.0 SETBACKS: FRONT: 60 Ft. REAR: RESIDENTIAL: 50 Ft. AGRICULTURAL: 100 Ft. ORCHARD: 200 Ft. SIDE: RESIDENTIAL: 50 Ft. AGRICULTURAL: 100 Ft. ORCHARD: 200 Ft.25 Ft. BUILDING HEIGHT: 35 Ft. PARKING: ENCLOSED DISPLAY AREA: OPEN DISPLAY AREA: OFFICE AREA: PARKING REQUIRED: EXISTING DEVELOPMENT: 1 SPACE PER 400 Sq. Ft. 1 SPACE PER 3000 Sq. Ft. 1 SPACE PER 250 Sq. Ft. ENCLOSED DISPLAY AREAS: 1,983 Sq. Ft./400 = 4.96 - OPEN DISPLAY AREAS: 19,228 Sq. Ft./3000 = 6.41 -� OFFICE AREA: 400 Sq. Ft./250 = 1.60 -> TOTAL SPACES REQUIRED: -> PROPOSED DEVELOPMENT - THIS PHASE: ENCLOSED DISPLAY AREAS: 1,800 Sq. Ft./400 = 4.50 -> OPEN DISPLAY AREAS: 14,075 Sq. Ft./3000 = 4.69 -> TOTAL SPACES REQUIRED: -> 5 SPACES 6 SPACES 2 SPACES 13 SPACES 5 SPACES 5 SPACES 10 SPACES PARKING PROVIDED: THIS PHASE: 10 SPACES (INCLUDES 1 VAN ACCESSIBLE HDCP SPACE) LANDSCAPING AND SCREENING: RA DISTRICTS: NO BUFFERS REQUIRED LANDSCAPING FOR PARKING LOT REQUIREMENTS PROPOSED DEVELOPMENT: LANDSCAPE CONTRACTING & RETAIL FRONTAGE: 550.48 Ft. PARKING: ENTIRE SITE: 25 SPACES (3 HDCP ACCESSIBLE SPACES) OPEN SPACE: N/A LANDSCAPING: THIS PHASE: PARKING AREAS: 1 Tree Per 40' Perimeter (97' Perimeter/40' = 2.42 Trees -> 3 Trees 3' Hedge Along R-O-W & Adjacent Properties (0' Perimeter Hedge) 5% Interior Landscaping Islands Proposed Parking Area: 1,940 Sq. Ft. (1,940 x 5% = 97 Sq. Ft.) 1 Tree Per 10 Parking Spaces (10 Spaces/10 = 1.0 Trees -� 1 Tree) PROVIDED: PERIMETER: THE LANDSCAPING DISPLAY AREAS AND EXISTING ORCHARDS SURROUND THE PARKING AREAS AND ARE TO SERVE AS THE LANDSCAPING. INTERIOR ISLANDS: 200 Sq. Ft. INTERIOR TREES: SAME AS ABOVE ZONING NOTES: 1. NO EXTERIOR LIGHTING FACILITIES ARE PROPOSED FOR THIS ADDITION, AT THIS TIME. ALL LIGHTING SHALL BE A`ITACHED TO THE BUILDING. 2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE: PLAN. 3. NO AREAS OTHER THAN THE OUTDOOR DISPLAY AREAS AS INDICATED ON THE SITE PLAN SHALL BE USED AS OUTDOOR STORAGE AREAS. GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE. 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS 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 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. 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. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND THE APPROPRIATE UTILITY COMPANY. 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 ALI, TIMES. /. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A TOPOGRAPHIC SURVEY PROVIDED BY THE APPLICANT AND AERIAL INFORMATION PROVIDED BY THE MARSH and I..EGGE LAND SURVEYORS, P.L.C. AN ADDITIONAL FIELD SURVEY TO VERIFY 'PHE EXISTING ROADWAY CONDITIONS AND TOPOGRAPHY WAS PERFORMED BY MARSH & LEGGE: LAND SURVEYORS, P.L.C. THE TOPOGRAPHIC INFORMATION IS BASED ON U.S.C. & G.S. DATUM AND A CONTOUR INTERVAL OF FIVE (5') FOOT HAS BEEN ESTABLISHED FOR THIS PROJECT. B. NO SOILS REPORT WAS FURNISHED FOR THIS PROJECT. 9. AIL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR LDGE OF STONE PAVEMENT, WHERE APPLICABLE. �Vil A 11 N::DDDSCA F1 =,i\N G anco 1E FN GA D C 7 FF= PF] 2 - AS A: DD INDEX TO COUNTY LOCATION 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY BOUNDARIES AND THE ROUTE 50 R-O-W. 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END OF CONSTRUCTION. 4. 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. 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED. VEGETATIVE COVER SHALL CONFORM TO THE FOLLOWING SPECIFICATION: SEEDBED PREPARATION: A. SCARIFY THE TOP 1"-2" OF TOPSOIL AFTER THE FINAL GRADES HAVE BEEN ACHIEVED. B. ADD 3 TONS PER ACRE OF PULVERIZED AGRICULTURAL LIME (140 lb /100o sf). SEED TYPE: RATE: MIN. PURITY(%) MIN. GERM.(%) KENTUCKY BLUEGRASS 45 lb/Ac. 97% 85% RHODE ISLAND BENT 10 lb/Ac. 95% 65% K-31 TALL FESCUE 27 lb/Ac. 95% 65% ANNUAL RYEGRASS 9 lb/Ac. 98% 85% MULCH: 1.5 Tons/Ac. SMALL GRAIN STRAW FERTILIZER: 1000 lb/Ac. 10-10-10 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALL TIMES. EXCAVATION AND GRADING: 1. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED MATERIALS SHALL BE PROPERLY DISPOSED OF OFF -SITE. 2. ALL TOPSOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON - SITE AS DIRECTED BY THE PROPERTY OWNER OR HIS REPRESENTATIVE. 3. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR AND APPROVED BY A CERTIFIED GEOTECHNICAL ENGINEER. ALL FILL MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALI, BE COMPACTED TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. 4. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 5. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL OBTAINED OFF -SITE, GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. 6. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS NEEDED. ' j � :/ I SHc;2WOOD �s FOREST !� I Radio I 226D6, j gt�i f- Towarst �gi { Hudson si LA I i ' I Eta-anrnscE Azad I �U,r I E V� c- Rosa Data ®apt MT j 2 aI�CUM eui Hill Round y',IOODCHUCKW r` �50 - j v � � will HEIGHTS s f�btad Pk ryc�! b1L,L � �® / �/, j oaf r zy 3 L I Candj' HILL CR ST STDIVAL'_8� Hill -ORCHaR ,17 r n 2no I i f I o � ca % VICINITY MAP 1 " = 2000' STORM WATER MANAGEMENT: 1. THE STORM WATER RUNOFF SHALI, BE CONTROLLED BY THE PROPOSED STORM CULVERT AT THE ENTRANCE, AS DETAILED ON THE. PLANS. NO ON -SITE STORM WATER MANAGF14ENT FACILITY HAS BEEN PROPOSED FOR THIS SITE. NO INCREASE IN THE STORM WATER RUNOFF WILL RESULT I3Y THE DEVELOPMENT OF THIS PROJECT. 2. ALL SURFACE WATER SHALL BE CONVEYED OFF -SITE BY THE EXISTING CONVEYANCE CHANNELS, SWALES, AND CULVERTS, AND BY SHEET FLOW, AS INDICATED ON THESE DRAWINGS. PAVING AND CONCRETE: 1. THE PROPOSED ENTRANCE A14D PARKING AREAS SHALL RECEIVE THE MINIMUM PAVEMENT SECTIONS, AS DETAILED ON THE PLANS. ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SHALL BE SAW -CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF V.D.O.T. MISCELLANEOUS: 1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF FREDERICK, VIRGINIA FIRE MARSHAL. 2. ALL EXISTING FIRE LANES SHALL REMAIN IN PLACE AND SHALL BE ACCESSIBLE TO EMERGENCY VEHICLES AT ALL TIMES DURING THE CONSTRUCTION PROCESS. P A � N T E lr`_�,0.-LEW� FILO(Do 02 SOUTH 1n091n0_1ADDOCPK STREEf. SU7E 200 INCHE TER. I' I 2 01 540) :62- 2 u QDI'!�.B � L ' f�tlt0?fDQ:dBQQ.'K O➢eparlment of Pl:cunlof, and Development 5401665.5651 Fl%X: 5401678-0682 December 10, 1999 Mr Michael M Milarn 2186 Northwestern Pike Winchester, Virginia 22603 RE: CUP #19-99 OF IMIRLAM'S I.APIflDSCAPING. Properly ldentifocatiQoe Number 52-Ia-JFB Dear Mr. Milam: This letter is to confirm action taken by the Frederick County Board of Supervisors at their meeting on December 8, 1999. Conditional Use Permit #18-99, for the expansion of your landscape contracting and garden center (wholesale, retail nursery stock), was approved with the following conditions I . All review agency comments must be complied with at all times, 2 An engineered site plan shall be approved by the County 3 One (1) business sign shall be allowed along Northwestern Pike (Route 50), this sign shall be limited to a maximum of fifty (50) square feet in area. 4, Any expansion of use or change of use would require a new Conditional Use Permit - Please bear in mind that although we are in receipt of the site plan for this expansion, we still must receive the site plan review fee in the amount of $500.P0 before we can begin the review process If you have any questions regarding this action or the site plan review process, please feel free to call this office Sincerely, ark R Cheran Planner 1 MRC/ch cc Richard Shickle, Gamesboro District Supervisor Ellen Murphy, Commissioner of Revenue .l'.A�t"u1AVPR r1F.Nllnv. U:. Mi1:AMlti:a apd 107 North Kent Street ^ Winchester, Virhinhi 22601-5000 o V.ajc; r ABBREVIATIONS ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BP BREAK POINT CG-2 CURB CC-6 CURB & GUTTER CG-6R REVERSED PITCH CURB & GUTTER CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMPA CORRUGATED METAL PIPE ARCH C.O. CLEAN OUT O DIAMETER EOP EDGE OF PAVEMENT F.F. FIRST FLOOR F.C. FIRE CONNECTION FG FACE OF GUTTER Go. GAUGE GV GATE VALVE HDCP HANDICAP HP HIGH POINT HTR. HEATER IPF IRON PIPE FOUND IPS IRON PIPE SET INV INVERT LP LOW POINT MPD MULTI -PRODUCT DISPENSER MH MANHOLE NDC NOSE DOWN CURB N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PL PROPERTY LINE PVMT. PAVEMENT RCP REINFORCED CONCRETE PIPE RED. REDUCER R-O-W RIGHT-OF-WAY R.O. ROCK OUTCROP STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED & PROTECTED T.B. THRUST BLOCK TEL. TELEPHONE TC TOP OF CURB TYP. or Typ. TYPICAL UGE UNDERGROUND ELECTRIC WL WATER LINE WM WATER METER 5'R RADIUS IN FEET Virginia Department of 'r 1dllSP0Lt.atlG11 Staunton District Rev 7/915 I,age I "t I GENERAL NOTES FOR ENTRANCE PLANS VgoT Goafil Hotog VI All work oii this project shall confurnt Lo the latest edit lolls of the Viaginia Department of 'I'ranspoztat iuil ,Vlicihi fern,=-1 �iid P5ritl,le Spfe .itir,mliOue, and :standards. 'I'lie Virginia Era;biun and Sediment C(AiLxol keytilat rt,i,s and any other state, federal or lo,,al re�gulatronc applicable: If, the event of cunflic:L betweun ally of these standards, specifications or plans, the most stringent shall govern V.1 All construction shall Comply with the latret 0 s 1DeparLnient of Labor Occupational Safety & He:alt h Administration and VOSH Rules & Regulations V3 When working on VDOT right- of way, all traftr.• control, whether permanent or temporary, shall be iii accordance with the current edition of VD01" s woik area protection manual. Furthermore, all trattrc control flaggets must be certified fit acc.otdaiwt. will, VDOT's January, 1994 (ox latest edrLion ,f) Road & Bridge Specifications, Section 104 04-C. V4 Design features xelatrng to coilsLrucLlori of to regulation, control and safety of ttaftic maybe subject to change as deemed necessary by VD01 V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDUT laird use permits for any work on VDOT right of way. V6, If required by the local VDOT Residency Ottace;, a preconstruction conference must be arranged and held by the engineer and/or developer with the attiendance of the contractot, various County agencies, utility companies and VDOT prior to initiation of work V7- Contractor shall notify the local VDOT Residency Office when work rs Lo begin or cease for a% undetermined length of Lime. VDOT will also iequrrr 48 hours notice fot any inspection V8. The Contractor will be tesp0118ible for maantaininy adequate access to the Project fxom the adjacent ptibliC roadway LhrOugh t°on©truc:t ion and inaiili mans t .A a construction entrance in accordance with tiw Y.r r ctdJu_,A r-tit t Lg chi tnF'A1! L uLnt t o klf.�ricllxi lk , 5e, s c , Furthermore J(cear, tc 'ithuz l,r.)pelt iuL; affu t;:l r,y this Iorc,7ec , shall t,(­ inarnt atonal ^ l,i c)ulJli t z ,11 roc SITE PWI i, �® DAT MILAM LANDSCAPING and GARDEN CENTER PHASE 2 ADDITION LIST OF DRAWINGS SHT. 1 /3. COVER SHEET SKIT. 2/30 REVISED SI°II']E PLAN SIE T. 3/3e MISCELLANEOUS DETAILS A(PIRIOVED BY THE ZON ' ADIM N STRATOR COUNTY OF FRREDERIM, M"03KA SITE PLAN SHALL BE VALID FOR A PERIOD OF (5) FIVE YEARS FROM DATE OF APPROVAL SHEET: 113 FILE NO: 9709009 Z D 0 V V LL NQN cr I•- F- `c00 J rn rn a0 0 0 cD r I <V rn II w U Z a -- EX. WELL Z `n � #1 (OTHER SIDE C ~ OF RTE. 50) = N in CHISELED OF i O $ Z rn O O jf 7c I� 844 m , I$ LID a t E 842 ,II ,Lo W 3� c� EXISTING PAVEMENT -' a w w Q. Z $ � M r MG �i 8 t T O o rn w U a a 0 r 0 V � / h B70 \ - 865 `\ NOTE: HANDICAP ACCESSIBILITY REQUIRED FOR EX. OFFICE BUILDING. COORDINATE IMPROVEMENTS WITH BUILDING OFFICIAL. 1 1 ! s 860 \ i- - - -- EXISTING CD ORCHARD PARCEL B LIMITS OF PREVIOUS 67.0960 ACRES D/W IMPROVEMENTS z ri 20 - 90' - 20' FUTURE GRAVEL A- �- �'_ -`�.- EX q ACCESS �"`� MUL CN AREA EX. MET AL� _ �� D RE -LOCATED GREENHOUSE ., 15R �� ``� "' - SHE m (GROWING PURPOSES ONLY) �o D TI gE / - - ' �� m I 10'00' FRAME .--"- `� E GINGM �y8£ rn -�-- N HMA K OUTSIDE STORAGE : REMOVE & RELOCATE R fp Z L /N STORAGE BLDG. (OPEN TO PUBLIC) 15'R FENCE AS NEEDED / G/NC I� ELEV-85g 9 Edq \ 50 - XZ F�RGA,ME , 12 COWCRE POLE BARN I -L o BENCHMARK u (Tp 9E FLOOR " AT CORNER x r EXISTING / ✓ 6 GROWING R 0 FOR �� I IC. HEADWALL I n / la Q ELEV.-835.71 p ORCHARD PROP. 10' GRAVEL EXISTING OD '- l WALKWAY ORCHARD +-- .�,..� �' Ex. Inv. = 833.22 I , ' F-- EX. DRIVE ,� TX BE REMOVED HDCP SIGN o OLJT$IDE STORACJE \ (OPEN TO PUBLIC) o sv / A CONC. RAMP EX. ES-1 IN ACCORDANCE---- EX. BOARD-----_ / NOTES: .04 T' INV OUT- 34.00 NTH ADA & — FENCE 1. THE CONTRACTOR MUST PERFORM A SITE VISIT 'C.A. 50' B. •o. / LIMITS OF PREVIOUSTO INE / \ TO X. 40'-15 � ROADWAY IMPROVEMENTS / `\ THHEDETERPENETRATIONEEA SURFACE TOTALRTREATMENT.EIVE 8RCP O 1.00S `(APPR X.NNN/// ` 2- THIS AREA SHALL BE GRADED FOR POSITIVE DRAINAGE: 21-A •'I_ .. .,- .. 6 F.L. �'�+�--' a +. % \ STONE ADDED, AS NEEDED, AND PRIME AND SEAL PENETRATION TREATMENT APPLIED GRAVEL 'ROUNDHIL.L A- / (TYP) EX. GATE \ 'wF.L.S. X S1831'56"W 185.77' IRF \t 836 -- HATCHED AREA REMOVE & RE CATE 1� IN OUT, 834.40'b i ~f TO RECIEVE A FENCE AS NEE ED W / b PRIME &SEAL e PENETRATION aTREATMEN a / PROP --SIGN a`L (SEE DETAIL SHT. 3) g J o / � .4:t6' BOTH SIDES$ a a / I (30' MAX HEIGHT) 8a m �5 EXISTING / i o a ORCHARD CL \ 30' 20' � s \ 50• - \ N F �� -► >a � R E I D \ I i r O \ O o% �(" t0 � s / � 1 EXISTING ORCHARD `1- ABBREVIATION GA INV. iRF MB RCP RTE. TRB WPP WSP / NOTES -- 1. THE INFORMATION SHOWN HEREON IS BASED ON AN I ACTUAL FIELD SURVEY COMPLETED MARCH 3, 1998, ! WITH THE EXCEPTION OF THE EXISTING DRAINFIELD & WELLS WHICH WERE LOCATED BY THE OWNER ON 3-16-2000. 2. BOUNDARY INFORMATION SHOWN HEREON IS TAKEN ! FROM FINAL PLAT FOR MINOR RURAL SUBDIVISION DATED ! SEPTEMBER 1, 1995 MADE BY MARSH & LEGGE rLAND SURVEYORS, P.L.C.. I 1 ! I I EROSION & SEDIMENT CONTROL KEY \\ \ m � I I \ o \ a \ V) LAJ `1 FOR COIiTINUATION SEE INSERT 11-IIS SHEET. \ Q O \ 2 Olspl Ou A y T SIDE REA (r 7p.x I00') - 850 - - DEFINITION GUY ANCHOR INVERT IRON ROD FOUND MAIL BOX REINFORCED CONCRETE PIPE ROUTE SIGN / _.1 TELEPHONE RISER BOX WOOD POWER POLE WOOD SIGN POST 105 SILT FENCE SF )f---)E---x -- x 40 0 40 Scale 1 " = 40 ft Z Z O H CL � W Q ~ Vf N Q N V) CL CC V YH C Z � La Ac w Lai �vLai N� to o La 00V. W NZ� W W O [e a 0 0 N Ili N rl) - N In 0 W I I y N N (D (0 V) 0 cD cD Y rn 00 U 41 d 0 Lh Lb i C) � sv m N c 0 QL c X 0. V1 3::F-- LL- N O r21 4t 1� 0) TW`li1G' G. PNW No 18260 I ONAL �Gti SURVEY: C-1 : Marsh & Legge 5' and Land Surveyors Spots DRAWN: TGP 120 \ SCALE: 1 "= 40.0' EET: JOB NO,: 9709009 DATE: 3-13- 98 2 3 HDCP SYMBOL (WHITE) SOLID BLUE BACKGROUr HANDICAP PARKING DETAIL N.T.S. —� HANDICAP SIGN 3' Min NOTES: 1, ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES, 8' TYPICAL FOR VAN ACCESSIBLE SPACES & 5' TYPICAL FOR OTHERS. I HANDICAP SIGN DETAIL N. T.S. 12" x 18" STD. 12" x 6" STD. STD. U—CHANNEL POST PROP. GROUND RESERVED PARKING VAN ACCESS18LE SIGN MAY BE ATTACHED TO POLE BARN PAVEMENT DETAIL N.T.S. PRIME & SEAL PENETRATION LIGHT TREATMENT SURFACE COURSE 6" 21—A STONE BASE COMPACTED SUBGRADE — NOTE: THE LIGHT PAVEMENT SECTION SHALL BE INSTALLED IN THE PARKING STALL AREAS AND ALL DRIVEWAY AREAS TO BE USED BY THE LANDSCAPING BUSINESS. PRIME AND SEAL PENETRATION TREATMENT: Z PRIME: #78 AGGREGATE ® 30 LBS/SY WITH RC-250 ® 0.35 GAL/SY SEAL: #8 AGGREGATE ® 25 LBS/SY WITH RC-250 ® 0.25 GAL/SY V) _J Z Q O W H p p p N INC O N W Z Q = W 0 N ►� H U W ~_ YN Z _ Z � W � w UULAJ WN oZ=ao in m(<ZOU O Uj W _ 00 m in � W NZ W LA- w Q 0 O (Av d N r4) m 0) I\ r__ n Lo I ! N N (D CD c0 cfl 00 It .1t In In \_� 1_1 C O L CL N X O ' 'VTH OF C3 ✓ u TIMOTW & PAINTER a No. 18260 I ONAL E�Gti SURVEY: C,I.. Marsh & Legge N/A Land Surveyors DRAWN: JOB NO.: TGP 9709009 SCALE: DATE: AS SHOWN 3-13-98 HEET: 3/3