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HomeMy WebLinkAbout10-04 Milam's Nursery & Garden Center - Back Creek - BackfileGENERAL CONSTRUCTION NOTES: 1 Ox 10 WWF - 12 GAGE 5' » i_ b 3" AGGREGATE + + + TURNED DOWN SIDEWALK DETAIL NTS 2" SM-2A a• WELL COMPACTED SUBBASE TYPICAL PAVEMENT SECTION NTS aEMovE EX RAMP, RETAINING POSTED 45 MPH SPEED LIMIT �__r t y;; �. > 450'+ SIGHT DISTANCE ON VDOT R/W. TOPSOIL, REFEREN CE TO R 1 ,z AS REQIHRED BY VDOT TE. 815: 0.20 MiLE _._..._ .,.__�,• __.__. _...___ ..-.,_. BERRYViLLE PIKE - VARIABLE WIDTH R W REMOVE EX CONC. PAD &SECURE ROLL -UP 10"x 8" wET TAP 36' TAPER END ROE / DOOR FROM THIS BLDG (NORTHSIDE) BY FCSA , OCG F PROE.B.L. VA. ROUTE 7 � l � - -• -,__- 450'+ SIGHT DISTANCE TO PREVENT ACCESS 70/FROM 36 TAPER v , ; w f Pavement •7 VD Ex. Edge. P v 8'63.4 � S - _ 9.,. aement 663.3 x-..-663.4._14 x 663._..__..___._..___ _rEx. Gravel Entrance x 66 6 x...._ _ ""'_._.. - 664 -_ _.___ __ Ex Gravel tronc "_ e I ntra�hce 662 37CONTRACTOR TO ENSURE THiS /C 6633 .. .p 662 66AREA DRAINS PROPERLY. 2�l ` O . t E loc CG-7 REQ'D ` . _. '- 66 �' C 7 EOD_. ,,, 860-•r_r"_ - ^r.� etalnm WoISO I Concrete Po x. rar g E 5 ! __ ____ _ ,-•-µryes.. IRS 2 `''S G i IN 4 92 1, - ... ._.._ _..... � - _. _._......_.. ;, , ..... _. _. _ _ . _..___..__ r , . ,. ,1-` _ - , x. onc. Pad 6 __ ... T , .: - _.___. _ . ! LOW SHRUB (HETZ HOLY OR EQUAL) 29 .52 -- _ - ' ' -- TO PROTECT SITE DISTANCE. SPACING REGRADE 70 PRO E STORM ` ' O / +, t 730 1p I 1 . i TO BE 36" ON CENTER 35' + ! �. DRAINAGE AWAY F OM'BUILDINGS E Brick & Frame vy e6t' E f: ( relocated to x i ¢ G _ \- + rear o erty) 40.00 Metal # 1750 T k Inv. 48 RCP=643.92 PRQ,CI ____..Entrance -y. _...... Metal , 6, •� AhEA j Building Budding I Ix 659 l\` Rim x649.11 6 880 FF=660.27 t f-: 70.00' Inv. In-639.88 `L i tn....... FF=659.97 40. 6 To Remain Undisturbed , 6 ACTOR dt QUi ENT i ( } ! , Inv. Out=639.61 __ .__..___. _____...__ :_.._ .__. . .. ._ _... �C12' Tre of Hea ra ce / I _ . t DISPLAY AREA " ' (To Remain Undisturbed) I '� t 5,265 S . FT i. ` PARCEL 33 I - WHITE PINE SCREEN l t9 7 381.8182 _ r SPACING TO BE 10' ON CENTERS 1.8 9 82 ACRES (Single Row) �\ r\ `p 1.58' j cos Pump' 75' FRONT SETBACK �`'� ! i WHITE PINE SCREEN l AlPROX. LOCI - �3SPACING ,. EX. PARKING SPACES". 8 � ,� z 657 / (Single Row) BE 10' ON CENTERS i AT ENTRANCE. x 658.5 �' wnTER uNE * 25.00' w/lam MTR SETTING -'i,� / f EXISTING WHITE PINE SCREEN NOT PLANTER ti N �-'' 20.00' 8' l (s EACH) I *�, WITH INITIAL LAND DEVELOPMENT REQUIRED \ ~� --i s� ' �s TO BE INSTALLED OR BONDED PP!OR i _ a ` l - fit ."� ! ,\ 35.00' EXISTING i5 PARKING SPACES (typ)� i i /�� TO ISSUANCE OF OCCUPANCY PERMIT ;r_ _.___-. _._ ;v Ed T rC=7$ i ` { T/c 757.5 8• � ,D is FOR 2,250 SQ. FT. ADDITION. Ex. . e Gra - T C=757.1 i iz.00 i �._ -_ of / / ; z �� i I ii ' �`' �SHOULD EXISTING VEGETATION AND TOPOGRAPHY ' \ ��� SUFFICIENTLY SCREEN THE t SITE THE EVERGREEN - �s l' rY• :l'•.,.:� _ , � ^ :�,.. - -l= ;.�:� . t . n.`••=,,,,-.- 1 , y.. -E � SfGN .• i ' i • •- o WILL NOT BEREQUIRED IN THAT AREA. I 'I 17, 5' Concrete Sidewalk 1 1 Post ' �_.� __. - ` 6 7.4 0/ Property me F. Yo<d 52 W Handicap Ramp - : E i VICINITY M A P _. , 1"B » I i\ ¢ Handicap Space 325.00 �. - =- RF i ! I !� [ 9.00, 1 New One Story Building » C&A TRACTOR SALES &SERvICE - - - J ,/;' f B \ � (8, g 30' High Max.) 000 Sf Bkd - i %� t b l 1f2 l t 4 656.E WTDOOR LUMINAIR (MOUNT \ % f' , it .,i 160' F.F.- 6 58.0 �Tl OUTSIDE O> NEW BLDG-TYP) /28NEW Dl-7 INV. OUT=751.00 ExlS BU�DMMa�� / r� S.Tt,11 ?� a•S''^ r TOP = 655.00 • ' r ;VE' "i / -! r: ! � � i noo so.Fr, PROPOSED 3ti x75 � ; _, � ;� 83' srloRAc BUILDING AODtl14N :`� ` -io.o� s5 "'`., Phase 1 - Site Development 4 I r25•ti _ ( N / F i fl >' �� i New a BLLX`. HGHG 24 F1. A - _.__ _ Phase 11 - Site Development i -W-" _ _..._.. _. USE: STI�RAGE/ - 24' NGKESS /r �, s COLE \ t4 x14 Conc. Dempster Pad _ - -- - ' � ,, Zoned: B-2 1 w/6' Opaque Fence & Gate S EGR ASEMEN�j Use: Vacant AMERICAN �_ Be Relocated) LEGION to \� ! ? 25' REAR SETBACK, INC. i \�j77 \ Ex. Grat4 Par Zoned: B-2 n , �1, \ king Area, - .. `• � i. 23�/ ' I '� ' \ g EXiSTING' 25 FT. / / h PROPOSED 20 x20 CONCRETE DUMPSTER Use: Fraternal 3 FMGATE, TO BE PAD WiTH 6' HiGH OPAQUE SCREENING FENCE 656.5 RELOCATED `j. / . ` AND GATE. Y S88'15 27 0 Y i a 286.96 " z /Q '--NEW 4 SANITAR SEWER LATERAL CONNECT TO EX. S 25 BUFFER NOTE: CONTRACTOR TO LEAVE EXISTING VEGETATION IN PLACE ALONG' 32A \ 3� /f` G 3 PROPERTY LINE \ i \ z .4465 AC ix654. AS BUFFER IN STEEP SLOPE AREA. I 1 x �w' f --Ex. 4" Sanitary SHOULD EXISTING BUFFER/SCREEN VEGETATION BE 6 �t Sewer Lateral Stub REMOVED, A LANDSCAPING SUFFER/SCREEN PLAN WiLL BE PROVIDED. I J PRIME & dOUBLE SEAL_ 8" 21 -A AGGREGATE \ cue Outside Tractor % \ 3 f � 'Ex. Inv. 36" RCP=637.78 Storage Area ,',- \; ` g 75' FRONT SETBACK ;'` \ .�'' �� i s(i"a ve1 - -,Su c. e - C�! ° F Ex. MH Rim=645.68 65 6 X �'�IF Inv. In 6" Lat=636.67 Inv. tn=630.28 Inv. Out=630.20 �\IF I to •\ \� � % � � New 20' Gate \a�\t 16 8 NEW CHAIN LINK FENCE W/GATES 54.7x` x i _.. __ x 1 0 IRF IRS x 657.0 655.7 / ! \? \ f \ �[ BUFFER NOTE: CONTRACTOR TO LEAVE EXISTING \ \ \ \ VEGETATION IN PLACE ALONG PROPERTY LINE Truck Parking \ , AS BUFFER IN STEEP SLOPE AREA. �`� t SHOULD EXISTING BUFFER/SCREEN VEGETATION BE \ (Gravel Surface) I REMOVED, A LANDSCAPING BUFFER + + + + + + + + + \ \ x, 655.7 PLAN WiLL 8E PROVIDED. /SCREEN 95.0' "x _ Ex. Edge Grave! 55.3 WELL COMPACTED SUBBASE R(�IME &DOUBLE SE L 654.3 %\( II \ 7RE\TMENT (See Det it this sheet) '" ;; INDICATES STEEP SLOPE AREA I\ \ \ r 20' -- F �% TYPICAL OFFICE PARKING DETAIL\ \ 11730 Rd000d Brkk dFromeNTS House f I f-- X W Ld Q 14' c� q LET X w 112..:1 i + + + + + + + + -�- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 12' (ROUTE 7) ROAD WIDENING DETAIL NTS 655.1 Use: One Story (1440 \ s ! is FRANKLIN MOBILE HOME PARK x Office BuNdtnq - - � \ � \ \ \'�•�..._ . j \ :;.. \ a �, Zoned: MH-1 \ ;\ \ �\ \ ,\ \ ""' �-\• \ �r �� Van Acessible Sign \;`\ t Use: Mobile Home Park \'1\ \•6\ \ \ \ \ \ \"`� \-\..\_,\ \ \ 25`•.Rear Setback 660\ t x'NEW 4" SANITARY SEWER LATERAL IRS _- �_ . 8 SAN. MAIN ...- CONNECT TO EX. 1- 1 /2" SM-2A 664 N 8T52'36` W `, �- 248.50 ' j, { (TAP BY FCSA) 3" - BM-2 S _ �` GRAPHIC SCALE 25.00' 25.00' - 25.00 ' 25.00' -- 8" - 21 B AGGREGATE INACTIVE AC77VE I j i ACITVE I INACTIVE ,+` ? r 30 0 15 30 60 50.00' ----- LOT 5. j ZONING DISTRICT BUFFER ASH HOLLOW INDUSTRIAL PARK ,f �� BUFFER/ ( ) CC-- 7 N/F -Mildred ..F. Cole!IN FEET , i t - ! Zoned: M-1 ? i t I t 1 inch = 30 ft. FCSA CONSTRUCTION NOTES: I Use: Vaca' t 1 lr ! 1. The Sanitation Authority shall tap all existing water lines. They will furnish the materials LEGEND Utility Pole Ex. Storm Sewer Ex. San. Sewer Ex. O/H Power Line Iron Rod Found Iron Rod Set Spot Elevation - , r •a H [3 �o c C.E. MADDOX, JR• Z o CERTIFICATE NO, , v 7091 D ' REGISTERED PROFESSIONAL _ ENGINEER . 120 Scale: 1'-2000' PROJECT SUMMARY Magisterial District: Red Bud Existing Zoning: M-2 Existing Use: Truck Office, Storage & Repair Proposed Use: Truck Office & Repair and Tractor Sales & Service Tax ID #: 55-A-32A & 55-A-33 Total Site Area: 3.2647 Max. Allowed FAR: 1.0 Proposed FAR: 0.14 Setbacks Required: Front: 75' from R /W Side: 25' Reor: G3 Landscaped Space Required: 15% or 0.48 Acres Landdcaped Space Provided: 27% or 0.88 Acres PARKING SPACE SCHEDULE Total Parking Spaces Required: 8000 sf @ 1 space per 400 = 20 1440 sf @ 1 space per 250 = 6 Total = 26 Total Number of Parking Spaces Provided: 28 ( 26 Standard and 2 Handicap) Applicant/Owner: CARLYLE & ANDERSON,INC. Address: 1603 Berryville Pike Winchester, Via 22601 Phone Number: (703) 722-6638 Environmental Schedule Total Percent Area in Area Disturbed Open Space Floodplain 0 0 0 Lakes & Ponds 0 0 0 Natural Retention Areas 0 0 0 Steep Slopes (15% or more) 0.37 Acres 25% (0.09) 0.37 Acres Woodlands 0 0 0 Approved By: ��" 1)C4d Zoning Administrator date 1 2-10-04 REVISED TO UPDATE EX. BUILDING LIMITS AND ADD EXPANSION I J.D.S. R.A.M. no. date description by ckd. CONTOUR INTERVAL=2' REVISIONS for and make the tap. The contractor must make application for and pay the cost of this work.f'' 1► Gilbert W. Clifford and Associates, Inc.- ANDERSON TRACTOR SALES &SERVICE 2. The Sanitation Authority maintenance department is responsible for the installation of water meters. Before a permanent meter is set, they require; 1) the frame and cover to be property aligned with its meter box and yoke bar, 2) the frame and cover to be set to i Ex. MH Engineers Land Planners Surveyors RE YISED PLAN the final grade of the lot; 3) the distance between the top of the cover and the yoke bar Rim=631.79 be between 18 and 21 inches; and 4) all components of the meter box assembly to be in Inv. In=624.44 117 E. Piccadilly Street Site Development Plan proper working order. it is the developer's/contractor's responsibility to have the meter box assembly installed correctly. inIOut=622.72 150-C ❑lde Greenwich Dr. Suite 200 3) Water Service Line to Existing Brick & Frame House (#1730) to be be disconnected. Fredericksburg, Virginia 22401 Winchester, Virginia 22601 See Brick & Frame House relocation for new Sewer & Water Connections. Freder_ CVir 667-213Frederick County, Virginia 4056 cat'catdwg June 6,1994 SHEET OFF SITE APY ILA. N' ,'71 Pi�'�Yf.!T_Y/461py PROJECT: MIL_AM'S LANDSCAPE & GARDEN CENTER OWNER: MILAM'S LANDSCAPE & GARDEN CENTER PROPOSED NURSERY AND GARDEN CENTER 1331 CEDAR CREEK GRADE 1331 CEDAR CREEK GRADE WINCHESTER, VIRGINIA 22602 BACK CREEK MAGISTERIAL DISTRICT Contact: Mr. Michael Milam COUNTY OF FREDERICK, VIRGINIA ENGINEER\ PAINTER-LEWIS, P.L.C. SURVEYOR: PAINTER-LEWIS, P.L.C. LANDSCAPE 116 S. STEWART STREET, 116 S. STEWART STREET, ARCHITECT: WINCHESTER, VIRGINIA 22601 WINCHESTER, VIRGINIA 22601 (540) 662-5792 (540) 662-5792 Contact: Timothy G. Painter Contact: Mr. Elliott Ritchie PARCEL INFORMATION: PROPERTY ID NO.: 63-A-1D TOTAL PARCEL AREA: 63.9255 Ac. LEASE LOT AREA: 2.3215 Ac. ZONING: RA (RURAL AREAS) PROPOSED USE: LANDSCAPE NURSERY GARDEN CENTER CURRENT USE: AGRICULTURAL (ORCHARD) AND SINGLE-FAMILY RESIDENTIAL ZONING REQUIREMENTS: DENSITY: PARCEL COVERAGE MUST NOT EXCEED 85% COVERAGE (IMPERVIOUS AREAS < 0.85 x 1.205 Ac.=1.024 Ac.) F.A.R. RATIO: FLOOR AREA TO LOT AREA RATIO (F.A.R.): </=1,0 BUILDING HEIGHT: 35 FT. SETBACKS: FRONT: 60 FT. (PRIMARY OR ARTERIAL HIGHWAY) REAR: 200 FT. (ORCHARD) SIDE: 50 FT. (RESIDENTIAL) PARKING: RETAIL NURSERIES: 1 SPACE PER 400 SO. FT. OF FLOOR AREA OUTDOOR STORAGE: 1 SPACE PER 3000 SO. FT, OF STORAGE AREA PARKING REQUIRED: 5360 SO. FT. /400 = 13.40 SPACES => 13 SPACES 3150 SO. FT. /3000= 1.05 SPACES => 1 SPACE SPACES REQUIRED => 14 SPACES 1 HDCP SPACES REQUIRED (INCLUDES A MINIMUM OF 1 EA. VAN ACCESSIBLE SPACE) PROPOSED DEVELOPMENT: PROPOSED NURSERY AND GARDEN CENTER BY CONDITIONAL USE PERMIT #09-03, FRONTAGE: 230.53 FT. (LEASE LOT) PARKING PROVIDED: 14 PARKING SPACES (INCLUDES 1 EA. VAN ACCESSIBLE HDCP SPACE) LOT COVERAGE: PROPOSED BUILDINGS/STRUCTURES: 6,320.00 SO, FT. (0.15 ACRES) EXISTING BUILDINGS/STRUCTURES: 1,216.50 SO. FT. (0.03 ACRES) PROPOSED ASPHALT PVMT.: 6,564.84 SO, FT. (0.15 ACRES) PROPOSED CONCRETE PVMT.: 862.00 SQ. FT. (0.02 ACRES) PROPOSED GRAVEL: 9,586.34 SO. FT. (0.22 ACRES) EXISTING GRAVEL: 5,133.92 SO. FT. 0.12 ACRES TOTAL IMPERVIOUS AREA: 29,684.23 SO. FT, (0.68 ACRES) F.A.R.: F.A.R.: 0.18 Ac/63.93 Ac = 0.0028 < 1.0 OPEN SPACE: 63.93 Ac. - 0.68 AC, = 63,25 Ac. (98.94%) LANDSCAPING: NONE REQUIRED BUFFERS & SCREENING: PER CONDITIONAL USE PERMIT #09-03 A 6' OPAQUE FENCE IS REQUIRED TO SCREEN THE VIEW OF THE OUTDOOR STORAGE AREA FROM CEDAR CREEK GRADE. A 6' BOARD ON BOARD WOODEN FENCE SHALL BE INSTALLED TO PROVIDE SCREENING IN THIS AREA. (SEE SITE LAYOUT PLAN, SHEET: 3/5,) ZONING NOTES: 1. ALL EXTERIOR LIGHTING SHALL BE DIRECTED SO THAT THERE IS NO GLARE OR ILLUMINATION OFF -SITE, 2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE PLAN. 3. DEVELOPMENT OF THIS SITE WILL NOT RESULT IN THE DISTURBANCE OF ANY EXISTING ENVIRONMENTAL FEATURE. TRAFFIC IMPACT DATA SOURCE: ITE MANUAL, SIXTH EDITION LAND USE: 817- NURSERY (GARDEN CENTER) PROPOSED GFA = 6,320 sq. ft. PROPOSED ACREAGE = 2,32 AC, TRIPS BASED ON 1000 SO. FT. OCC. GROSS LEASABLE AREA: WEEKDAY: 228.02 TRIPS (GRAPH) <CONTROLS AM PEAK HOUR: 27.87 TRIPS (GRAPH) <CONTROLS PM PEAK HOUR: 31.41 TRIPS (GRAPH) <CONTROLS TRIPS BASED ON ACRES: WEEKDAY: 223.21 TRIPS (GRAPH) AM PEAK HOUR: 20.28 TRIPS (GRAPH) PM PEAK HOUR: 22.85 TRIPS (GRAPH) ff11WA31_%a&MffAJN0E pal '•P E R� E TER 1 M33 E EE �E 1 ' A E A I TE'I �I TRI TH =IsE' I T I 11roffil FAm I k1l EE x bati,t, j GRADES a rp t SITE 0 06 4: r t (y G > f VICINITY MAP 1°' 2000' SAX awff G8 ENTRANCE ff.4 V R+ Vff &W N86.08'08"E 230.53' N86.08'08"E 288.22' LEASE LINE 2.3215 ACRES U., z Q � v � Not SQ��p SyR�eFS �N Fp ® gRFq rcck '07 24 W 14 LEASE LINE 0 42 N83° 15 47 W 163 39 PROJECT OVERVIEW / RESPONSIBLE LAND DISTURBER DRAINFIELD NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION & MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS. ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG-2 VOOT CURB CG-6 VDOT CURB & GUTTER CIP CAST IN PLACE CONCRETE CL CLASS CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER DS DOWNSPOUT EOP EDGE OF PAVEMENT EOG EDGE OF GRAVEL EX. EXISTING F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN F.LT. FLOOD LIGHT Go. GAUGE GM GAS METER GV GAS VALVE or GATE VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER INC INCREASER INV INVERT IPF IRON PIPE FOUND IPS IRON PIPE SET LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI -PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NLT NO LEFT TURN NRT NO RIGHT TURN N,T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PROP. PROPOSED PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE R.D. ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY SEW. SEWER STD, STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED or PROTECTED TB or T. B. THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP or TYP. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CAN UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS IN FEET *00.00 PROPOSED SPOT ELEVATION x(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1 /8" PER FOOT. TRANSITION THE GUTTER OVER A 10 LENGTH (TYP). LIST OF DRAWINGS: I SHT. 1 /5: COVER SHEET AND ZONING NOTES SHT. 2/5: CONSTRUCTION NOTES, PROPERTY OVERVIEW PLAN, AND EROSION AND SEDIMENTATION CONTROL DETAILS AND NARRATIVE SHT. 3/5: SITE LAYOUT PLAN AND C.U.P. DOCUMENTATION SHT. 4/5: SITE GRADING AND EROSION AND SEDIMENTATION CONTROL PLAN SHT. 5/5: MISCELLANEOUS CONSTRUCTION DETAILS z ,fin 4 ONING ADMINISTRATOR DATE APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL PAINTER-LEVI/IS P.L.U. 116 South Stewart Street 11M THY G PAINTER a Winchester, Virginia 22601 No. $260 _ Telephone (540) 662-5792 �'�' Facsimile (540) 662-5793 Email: pain tlew®earthlink. net NAL P0 00NSULTING JOB NO.: 0310010 SHEET: ENGINEERS February 12, 2004 1 /5 EROSION AND SEDIMENT CONTROL GENERAL NOTES DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% GREATER 9. 1. All work shall be done in accordance with the current edition of the Virginia Erosion and Sediment Control Handbook and the standards and specifications of the County of Frederick, Virginia. 2, A Frederick County Grading Permit and permit fee are required for this project. A pre -construction meeting with the local program administrator is required prior to commencement of construction of this project. 3. The local program administrator shall be given a one (1) week notice prior to the pre -construction conference, the commencement of any land disturbing activity, and to the final inspection. 4. The contractor is responsible for the installation of any additional erosion control measures as may be deemed necessary by the local program administrator. SEDIMENT AND EROSION CONTROL NARRATIVE 1. Project Description: The development of this project consists of the construction of a new nursery and garden center building; entrance, related driveways, and parking facilities; site grading, nursery stock storage areas, and related site landscaping. 2. Existing Conditions: The overall parcel consists of 63.9255 acres. The proposed nursery complex will be developed on a lease lot, which is part of the parent tract. The lease lot will consist of approximately 2.32 acres. The parent tract is currently being used for agricultural purposes (orchards) and has been developed with a single residential structure, driveway and related parking area, and private service utilities. The parent tract has approximately 1547.70 linear feet of road frontage along Cedar Creek Grade (Route 622) which provides access to the site. The proposed lease parcel will have 230.53 linear feet of frontage. The proposed lease lot has been positioned so that the proposed V.D.O.T. Entrance will coincide with the existing driveway entrance. Secondly, with this central location, the adjoining lot will remain as is and will continue to be used as the existing orchard use. The proposed lease lot site is currently a vacant, posture that is relatively flat and gently slopes in a westerly direction. The proposed development will require some minor grading, only. The existing drainage patterns will remain the some in the post -developed condition as exist in the pre -developed condition. No storm water management is required as part of this proposed development. 3. Adjacent Areas: The proposed lease site has been positioned so that it is centrally located in the parent tract. Therefore, the entire development will be surrounded by the existing agricultural (orchard) use except for the northern boundary. This line coincides with Cedar Creek Grade right-of-way line and is therefore bounded by Route 622 roadway. 4. Soils: The soils map of Frederick County indicates the following soil types exist within this project area. On -site soils have been disturbed previously by the development of the existing residence and apple orchards. 14C: Frederick-Poplimento looms: (7%-15% slopes). Hydrologic soil group B-C, Class 11 Soils. (Approx. 100% of area to be developed) 5. Critical Areas: None. 6. Erosion and Sediment Control Measures: a. Erosion and Sediment Control Measures shall be installed prior to any land disturbing activities. The work shall be confined to the designated limits of construction. For this project, the limits of construction are defined as the lease -line boundary lines and the existing edge of pavement of Cedar Creek Grade (Route 622). b. No disturbed areas shall be denuded for more than thirty (30) days. The contractor shall stabilize all exposed areas within seven (7) days after the end of construction of that phase of the work. If possible, all natural vegetation and/or mulching shall be used to protect areas exposed during development of the site. The existing vegetation along the property lines shall remain in place and be protected during the construction process to the greatest possible extent. c. Soil stockpiles must be stabilized or protected with sediment trapping measures to prevent soil loss. Utility trenches located outside of paved areas shall be seeded and mulched within two (2) weeks of backfilling. d. Upon completion of construction, all permanent erosion and sediment control measures shall be installed. After stabilization, the temporary erosion control measures shall be removed, as approved by the local program administrator. All vegetative cover shall be checked regularly and any damaged areas shall be repaired, fertilized, replanted, and mulched, as needed. e. All properties adjacent to the site shall be protected from sediment deposition. This shall be accomplished by installing perimeter controls such as silt fence barriers and check dams or a combination of such measures, as indicated on the plans. f. The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. 7. Construction Sequencing: PHASE I: 1. Site Preparation: Hand dig test pits over existing utilities to determine their depth and actual locations. - Phase I Controls: 2. Installation of Erosion and Sediment Control Measures: a. Installation of vegetative and tree protection controls around the existing vegetation along the main driveway accessing the site. b. Construction of the construction entrance. c. Installation of the silt fence along the adjacent property lines, as indicated on the plans. PHASE II: 3. Site Construction Sequencing: a. Stripping and removal of the topsoil to its full depth, as needed. b. Rough grading of site. c. Office Building and Greenhouse construction. d. Installation of the proposed utilities. - Phase II Controls. e. Placement of check dams for ditchline protection and installation of the inlet protection. f. Curb and gutter installation. g. Final Grading of site. h. Stabilization of all lawn and slope areas. i. Installation of base and subbase materials. j. Restoration and stabilization of unpaved areas. k. Final paving. I. Remove erosion and sediment controls, as approved by the inspector. 8. Maintenance: The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. All measures shall be inspected daily and after each significant rainfall by the site superintendent or his representative. Any damaged structures shall be repaired or replaced by the end of work that day. a. The construction entrance shall be maintained so as to control the amount of soil materials that may get caught in the stone bed. If the stone becomes clogged with soil and mud, it shall be cleaned, or removed and replaced, as may be deemed necessary. A trash rack shall be installed as part of the construction entrance construction. If this measure fails to properly clean the construction vehicles, then a wash rack must be installed as directed by the local program administrator. b. The rock check dams, inlet and outlet protection devices, and the silt fencing shall be checked regularly for deposited sediment. If sediment is trapped, it shall be cleaned carefully so as not to release the trapped sediment downstream or on adjacent properties. c. All seeded and sodded areas shall be checked regularly to ensure that a good stand of grass is maintained. Areas shall be repaired, fertilized, and reseeded or resodded, as required. EARTHWORK 1. Final Grading, together with placement and preparation of topsoil for the driving range is EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT shown on Sheet 4. Calculate the mass earthwork prior to construction to insure a balanced site. - �� -_� (�-_� =� -� I 11-11 1=1 I 1=1 STEEL OR x" WOOD POST- 2. Excavation consists of removal of material encountered to the appropriate subgrade elevations FILTER FABRIC indicated and subsequent disposal of materials removed. Unauthorized excavation consists of SECTION A - A removal of materials beyond indicated subgrade elevations or dimensions without specific direction 3. ��- of Engineer. Unauthorized excavation, as well as remedial work directed by Engineer, shall be at Contractor's expense. NOTE: SPILLWAY USE(HANNELIZE NDBAGS, STRAW BALES 3. Retain the services of a qualified geo-technicol engineer to insure that all fill operations; occur SEDIMENT BARRIER ORER APPROVED METHODS in accordance with the specifications and good engineering practice. Contractor shall employ and (STRAW BALE TYPE SHOWN) TO RUNOFF TO BASIN pay for a qualified independent geo-technical testing laboratory to perform soil testing and ASUIRED. - io FT MAX SPACING WITH \ _ =III -III -I � WIRE SUPPORT FENCE inspection service during earthwork operations. To qualify for acceptance, the geo-technical -I j 1-i � �- 6 FT MAX SPACING WITHOUT testing laboratory must demonstrate to Engineer's satisfaction, based on evaluation of SUPPLY WATER TO WASH I I ; ,III=III= ( I WIRE SUPPORT FENCE WHEELS IF NECESSARY. laboratory -submitted criteria conforming to ASTM E 699, that it has the experience and capability to conduct required field and laboratory geo-technical testing without delaying the progress of I the Work. Q 1� PONDING HT. PONDING HT. 4. No subsurface soil investigation has been performed on this site. 0 ` � STEEL OR FILTER FABRIC Q �� �� _ WOOD POST ATTACH SECURELY 5. Satisfactory soil materials are defined as those complying with ASTM D2487 soil classification 0 FLOW � FLOW 36" HIGH MAX TO UPSTREAM groups GW, GP, GM, SM, SW, and SP. Unsatisfactory soil materials are defined as those complying �/ SIDE OF POST. with ASTM D2487 soil classification groups GC, SC, ML, MH, CL, CH, OL, OH, and PT, and these Q �o a o o �;o c o 0 0 0 0 0 RUNOFF RUNOFF soils may be used only by direction of a geotechnicol engineer. > •o,4cs g°' o o �� ar$-aF--•- g SAX .�--- Q ,�,1g�gs, Z (RECOMMENDED) ,.� 6. Excavation is unclassified and includes excavation to subgrade elevations indicated, regardless CL A A TRASHRACK 2"-3" COURSE ` - STORAGE HT_ AGGREGATE �" - of character of materials and obstructions encountered. O o MIN. 6" THICK`4 N =1 I 1 /�/�-I I I!1 I I I =a•'�) �" 7. Slope sides of excavations to comply with local codes, ordinances, and requirements of o °p Np- I I=I v.._I=I II ; (-I I ��•11 I II �'� 0 o „orpo 0 0 0 0 odp o, 0 Ill 12" MIN. - agencies having jurisdiction. Shore and brace where sloping is not possible because of space (� �oz�a o% o .alb 12" MIN. _ fl �•HI i I I- 1I I -L restrictions or stability of material excavated. Maintain sides and slopes of excavations in safe e 111 ��� 1 =L " =1 I (I- i 4%6 TRENCH condition until completion of backfilling. Provide materials for shoring and bracing, such as sheet I I 1 -1 WITH COMPACTED 11 L GRAVEL piling, uprights, stringers, and cross braces, in good serviceable condition. Maintain shoring and C� -I I l i 1- BACKFILL 711 bracing in excavations regardless of time period excavations will be open. Extend shoring and Z DIVERSION RIDGE I II I (,-- bracing , as excavation progresses. 8. Prevent surface water and subsurface or ground water from flowing into excavations and from w 70' MIN. STANDARD DETAIL ALTERNATE DETAIL flooding project site and surrounding area. Do not allow water to accumulate in excavations. PLAN TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL Remove water to prevent soil changes detrimental to stability of subgrodes and foundations. Provide and maintain pumps, well points, sumps, suction and discharge lines, and other TEMPORARY GRAVEL CONSTRUCTION ENTRANCE EXIT dewatering system components necessary to convey water away from excavations. NOTE: NOTES: 1. INSPECT AND REPAIR FENCE AFTER EACH 9. Stockpile excavated materials acceptable for backfill and fill on the site as required. Place, 1. THE ENTRANCE SHALL BE MAINTAINED IN A STORM EVENT AND REMOVE SEDIMENT WHEN grade, and shape stockpiles for proper drainage. Dispose of excess excavated soil material and CONDITION THAT WILL PREVENT TRACKING OR NECESSARY. materials not acceptable for use as backfill or fill. FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS- 2. REMOVED SEDIMENT SHALL BE DEPOSITED OF -WAY. THIS MAY REQUIRE TOP DRESSING, TO AN AREA THAT WILL NOT CONTRIBUTE 10. Conform to elevations and dimensions shown within a tolerance of plus or minus 0.10 foot, REPAIR AND/OR CLEANOUT OF ANY MEASURES SEDIMENT OFF -SITE AND CAN BE PERMANENTLY except in the driving range area where grades are to be adjusted to provide for an earth USED TO TRAP SEDIMENT. STABILIZED. SILT FENCE balance. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED 3. SILT FENCE SHALL BE PLACED ON SLOPE PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. CONTOURS TO MAXIMIZE PONDING EFFICIENCY. 11. Stockpile to soil on the site for reuse in the establishment of cover on the site. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE P P ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP 12. Excavate trenches to uniform width, sufficiently wide to provide ample working room and a OR SEDIMENT BASIN. minimum of 6 to 9 inches of clearance on both sides of pipe or conduit. Excavate trenches and 4. INSTALL CATTLE GUARDS AS CALLED FOR ON THE PLANS. conduit to depth indicated or required to establish indicated slope and invert elevations and to support bottom of pipe or conduit on undisturbed soil. Where rock is encountered, carry CEDAR CREEK GRADE excavation 6 inches below required elevation and backfill with a 6-inch layer of crushed stone or ROUTE gravel prior to installation of gpipe. y STATE 622 r �- (Variable R/W) N86'0E_ 13. Place soil material in layers to required subgrade elevations. Under grossed areas, use ' - 1028•95 N86'57 45 E satisfactory excavated or barrow material. Under piping and conduit, use satisfactory materials ' ....,, e1 . S 2 �. 10.37 N86'08 08 E - F• o 1, 9 where required over rock bearing surface. C1 N86'08 08 E ' �n O S tiby .4U 288.22 230.53 O / e' 6F R� 4AI 14. Remove trash and debriis from excavation. F. r� et TROY 63® ?� AS/OF 2.3215 ACRES O 15. Remove vegetation, debris, unsatisfactorysoil materials, obstructions, and deleterious •� .0I & / V, ,��. F O,y��O 4 9 P P P • Psloped�3Q /�h LOT .O �NST't? F Fsi Rq eROCF materials from round surface prior to placement of fills. Plow strip, or break u surfaces steeper than 1 vertical to 4 horizontal so that fill material will bond with existing rY iV \O OF T surface. Place backfill and fill materials in layers not more than 8 inches in loose depth for Z 2 N material compacted by heavy compaction equipment, and not more than 4 inches in loose depth p / l84 c cg S� SO for material compacted by hand -operated tampers. Before compaction, moisten or aerate each n0^ -� N8-07'24" �M 0SF' Zpti�4y layer as necessary to provide optimum moisture content. Compact each layer to required O W N83.1 „ ` 0a• SF �'G• ��l �'�G percentage of maximum drys density or relative dry density for each area classification. Do not �4/ �� �v 140 42 163 39 W ROC 6j A s��q OR place backfill or fill materiall on surfaces that are muddy, frozen, or contain frost or ice. J /-� 20FR S� FAY Tj O Z O G Q O J03. r �67 q� 16. Where subgrode or layer of soil material must be moisture conditioned before compaction, o / rr /` SF. 2Q � , qH uniformly apply water to surface of subgrade or layer of soil material. Apply water in minimum tV �� � p �� ®S,rR�4'G.yIll SgGE quantity as necessary to prevent free water from appearing on surface during or subsequent to m Z �` / <<q 63` RFSiRq OR R compaction operations. Remove and replace, or scarify and air dry, soil material that is too wet � ?�0 S•`NTi to permit compaction to specified density. Stockpile or spread soil material that has been US ZC'�gRB`1 q< removed because it is too wet to permit compaction. Assist drying by discing, harrowing, or j� OB. S �,y�NC /144 R9 pulverizing until moisture content is reduced to a satisfactory value. 22 �O ® 833 ,pES�,Qq 4 � y ` O 17. General: Uniformly grade areas within limits of project grading as shown on the plans, �� .<c, 63-A-1 D ® 4'y �s p� '�N4 including adjacent transition areas. Smooth finished surface within specified tolerances, compact '• TRIPLE S. ASSOCIATES ® 0 2 C �Iv0 `r4 r with uniform levels or slopes between points where elevations are indicated or between such ®� o� ZONING: RA OB' S �NtiY'S'i� 'S points and existing grades. USE: AGRICULTURAL/S.F. RES.a46 RF. Rq OR q'QC 4 18. Protect newly graded areas from traffic and erosion. Keep free of trash and debris. �M D®: 578, PG: 282 26�S6Fc `3`�64T�q� y 19. Repair and reestablish grades in settled, eroded, and rutted areas to specified tolerances. D S C OST 20. Remove waste materials such as trash, and debris, and dispose of it off Owner's property. / ` 9 6 AFsipq OR FF 62-A-72G EXISTING PARCEL c. FNT 21. Excess soil and rock materials may remain on the site in areas approved by the engineer. TRIPLE S. ASSOCIATES „ AREA: 0.85 acres PARCEL C ya J703\' ZONING: RA \ 0) C USE: S.F. RESIDENTIAL ® 61.6040 ACRES v� OSF, Zp`V/ y Itz- DB: 731, PG: 673 NG• E'{y/ 2.3215 ACRES 0 / ss ,� Rq oR Nc 63.9255 ACRES `O ,oS/ f ry C 4,,/q< 7 I 4, \ TRocre s3 ® o do OB NSF. RNGO,c r�NFST�' • ��,� �� /0OS VIEW LOOKING UPSTREAM 62-A-73 \ NOTE: GLASS -GLEN BURNIE (MUSEUM \ EXTEND ROCK DAM TO BERM OF AREA: 68.29 acres SEDIMENT POND AND MATCH BERM ZONING: RA ELEVATION TO PREVENT FLOW USE: AGRICULTURAL -- AROUND DAM. DB: B106, PG: 1216 VDOT # 1 COURSE AGGREGATE CLASS I RIP RAPCD FLOW \ ® osF• �oN,q y,� o 00, \ 60 4 ft. 0 CUR= DELTA ANGLE RADIUS ARC TANGENT CHORD BEARING CHORD 200 0 200 600 SECTION A -A C 1 1 00.51 '21 " 5759.58 86.03' 1 43.02' 1 S86'33'48"W 86.03' �pye3,q\ OSF' ZO�i S r3 ROCK OUTLET SF FSRq/Th' Scale 1 " = 200 ft / ct Z O CL aE U 07 w C) > 0Q �ZLLJ Z FF- Z Ld Z� ® Z Zw WQ 0> C)LLLJ 0Q �0 Q�i ZW OJ 0 L LJ (/) 0 CI OW W �- a- LJJ Z 0 1. O J LL F- t- () Z W LiJ ® U U Q > LJLLJ w Z Q% Z 0 Q U U) w Ne UJ UJ U jX Q O� U U D LJ 0 Z U LL1._ O a MQ ■ 6 n a (o N rn Mrn N c CV In 12 C �s � 04 O �. 'a, v �r (n L CC o °; C o a E a 'cn - wa� (D r L U W U o dtL Z W 00 Z �w W U7 0 O IZ o�$�A1,,•�H OF DJ�� TINO PAINTER 9 N . 8260 , �1 NAL SURVEY: C.I .: PL-PLC N/A DRAWN BY: JOB NO.: PL-PLC 0310010 SCALE: DATE: AS NOTED 02/12/04 SHEET: 2/ CONDITIONAL. USE PERMIT -03 MILAMS LANDSCAPE, LLC is ftf'f (Report for the Board of Supervisors Meeting Prepared: December 1, 2003 Staff Contact : Mark Cheran Tkia report Is,prgwvd by dike Fi a*rkk Com& Planning Ste to pro4k Wormadon to the Plw udng Commbslon and hike Board ojSAVwvh= to amW them in nhalking a decb1on oa di& rsgaest It army also be usefJu! to oMws boera*d in this tonhrg m0W Planning Comadulon: 11/19/03 Recommended Approval -Boa;rrd of Sopervisors: 12/10/03 d g/e rnr+�Q^'��� Y"V&'. LOCATION: This property is located at 1331 Cedar Creek Grade. RA (Rural Areas) Land Use: Vaunt and Residential ADJOI>!l1QlG PROMM MMM A USE: RA (Rural Areas) Land Use: Vacant and Residential. LEIS2PS SEV tM LandacW conztr wfM and Retail Nursery ykdWIS Pot of : The application for a conditional use permit for this property appears to have significant measurable impact on Route 622, the VDOT faesli which would provide access to the property. Nor to operation of the business, a comme entrance must be eonstlrmud to our minimwn standards to allow for safe egm acid In of the property. Any work performed on the State's right-of-way must be covered under a land use permit Tbar permit is issued by this office and requires an inspection fee and surety bond coverage. CUP # 09-03 Deccnabar 1, 2003 Page 2 InspnOw t: No eomnnem requirai provided eomrpHance with Section 101.7.7(a) exemptions of dime. Virginia Uniform Swevvide Building Code 2000. FlaManW: Recommend portable fire extinguishers, nudatain adequate I= widths for emergency vehicle access. No sgpfioant hctors affect proposed use. HAM Deveroffient; Health Ueparomat has required l+dt. Mi = to obtain approval of drainfield on his property for public and employee use. This proposed Conditional Use Permit is for a landscape contnuting -and retail nursery. This proposed use will tyke ip1we on 2.50 acres of a 63.88 acre tract of land located in the RA (Rural Areas Ibheid) Zoning District The Frederick County ,Zoning Ordinowe allows for landscaping contracting and retail nurseries in the RA Zoning Dletrfet with an approved Conditional Use Pft v* (CUP). This proposed use will have 29,250 square 6* of outdoor storage areas for nursery stock and products. This outdoor storage will consist of topsoil piles, mulch pike trees and flowers located in fi vw and side yards of this 2.50 acres. This proposed use will have 3,600 square feet of indoor atorage located in three (3) greenhouses located in the from and tear of the property. The rear property of this proposed use will contain outdoor stage of equipment and niumy stock for off site landscaping contracting. Staff would recommend an opaque fence of six (6) feet In height to screen this area of the property., This proposed use will be adjac eW to acktve ombard use and will have 200 foot setbacks from any 4oining properties. Staff'would mote that there is a dwelling on thls prop" that the applicant will be using as an office. Prior to operation of this landscape contracting and garden center an approved av*enA site plain will be required. This site plan will address all of the requirerwAs of the .Frederick Cotu* Zoning Ordinance. Staff would recommend that signage to be limited to one (1) non- illumbiaft fitestanding business sign no higher than six (6) feet Thia ftmftoding business sign shall only be twcanty-five (25) square feet. This requirement is in keeping with the rural nature of this am and p mveminag a typical commercial strip along Cedar Creek Grade (Rt 622). Should the Planning Commission find this use arpproprim, staff would recommend the following conditions: 1. All review agency comments and requirements shall be compiled with at all times. 2. An engineered site plea shall be mdm-fitted to, and approved by Frederick County-, prior to using the site for the landscape contracting and tetall nursery use. All improvements identified on the ,improved site shall be completed prior opemtkg the business 8torn this site. 37= 790ft DISTANCE TO CHURCHHiLL DRIVE= 2,100 ft. — --� — DISTANCE TO RTE• 1 050 ft. SIGHT DISTANCE— 1 800 ft. SIGHTTO ICRESTEOF HILL (Variable R--�—W) To CURVE Pj .mill �(ti C1.aL/ M.P.H. rR.' 45 CEDAR 622 __ ---- Tr-, _ _ - ^-- --� •08"E _ N8r,_,'08_ _ ---- - —w " N80'07'241 .,r 1 - Nore: D'SZARES1pE�E TO EX. CE_ .360, _ _ N86'08'08"E 23J0_53.._ _.- - __�____..._. _ _... _-- ---�- I EASE LINE o BUSINESS SIGN: r NON —ILLUMINATED FREESTANDING, 25sf. IN AREA. NO GREATER THAN 6ft. IN HiEGHT. PER CUP#09-03 r 2.3215 ACRES r r in 0 C6 2� 00 r r� t 0 34 aCIO mow°�� o° r 40004 0) r Q yqk \20 00 / OQ) �0 00 rye' Z<v 7S 00 4��1 s00, 41 4✓�`r�p h O��"' o J oo 4 / a4o4� 1 co 00* (,V/ ,O N CO 706 2g r r3 Sg / Q) w J U w 0 W 0- Z a zQ Qz f-- LLJ :) :2 O:D U 50 CL All U w � Q f-- (/) Z W W U U Q Q > (1) W W Z XW Z �UUO (n4U Y U W W W U 0 W Z C) Li m 6 ..J ■ llc rn c ♦ A (V r I1- C 0 ( Q o J u� .• 3 o �' a. V) 0 E_ a 'v) W _N U - p U a z CL !-)O"T H OF Gj� I c; z G 1 �'*14NAL LEASE LINE SURVEY: Gf.: PL-PLC 2' 20 0 20 60 DRAWN BY: JOB NO. PL-PLC 0310010 SCALE: DATE: Scale 1 " = 20 ft 1"=zo.o' oz/1z/oa / SHEET: � 3f5 (U N /'� `o 0 w�• yam - I CQ c V (o co � ( _ 1STAN+C Ct�Uf2 HC N1LL DRIVE= 2100 ft•---- a? 790 ft. 0— --- RT E 37 = \ — --- o � — _ T DISTANCE TO i 1 050 ft. j — d- � ._.r. --- -".�' � 1 $00 ft. SIGHT .DISTANCE � ____..._ -- --- ----' R _,. �—W) SIGHT 01 1'�NCURVE TO CREST F HILL .,_., -•--- ------ If) co ____ (variable a b I e f s GRA 4 5 M.P.H. 66. 2____-. ---- �� �`~ .,�,�..�..— — -� -=— OTDAR I mw 0 �' 08 53' 66.7 6 --7 63.3 288.22 ..� -- --� .._ _�- _ ` SF t D f I _- — N8_ 6 g _ E ---_ \ i DCD 65� CD i 63.7 &D 63. f460000,s'0/ 2.3215 ACRES f ' co f ,� 00 Lo Lo co Oo / sits* f / 00 00 00 EROSION & SEDIMENT CONTROL KEY i ,` / Zl 7 3.02 TEMPORARY STONE \• • �` j/ cp , CONSTRUCTION ENTRANCE 3.05 SILT FENCE $F' 3.20 ROCK CHECK DAMS CD �--- �0/ ' ` . �.»W. �"•% Ao 3.30 TOPSOILING(TO 3.32 PERMANENT SEEDING Ps / % / ;'; q gu / / % .... �• <;r' / fit/►`,` � / 3.35 MULCHING Mu * 11 F Sj�'0 pt 3.38 TREE PROTECTION Ta �ry ss0 .. F,��sQyooiy ��F/cf Aj � 00 coCo 00 Pv t4vso.eo`O NSF s nip '` ;b Qo..c� ( /� 8 � 46� ; ss0 6 * ,o % f s6A of sin : 8 yc FF / ,I Fa�ab�yr 2yaLs f i '0 / R % A 41 4? . A/(l J s ��4* o0 S9 (fie r p S Ft• �.�' s � Ft TO�h, � � � � / l J s / % 1 / 20 0 20 60 � 63.39 ..,. ,� ,�� -..,_ _ — / Scale 1= 20 ft 00 tQ1/ / ,\ ' co Q) 0 w _l F- F- Q Z W Z m Z p a. � y) ® � UQZ I-- Z U Fn o w W U W Q �--- �_ Z_ W W U 0-0 > VI L j Q W Z Z �00 Y LjL- W � V) 0!� U W D Z U LL. m s 6 J '- N N rurnpy c I L L WnO �; �, d 3 J 0>��°' 0 E Q �z N U o ~ W aim 0. 0� z J w �w OW I,TH O,F+ I� . A f TllvfOroji PAINTER 260 QIONAL 0 ti CL C�J Lo w Q 0 0 z SURVEY: C.I.: PL—PLC 2' DRAWN BY: PL—PLC JOB NO.: 0310010 SCALE: DATE: 1 "=20.0' 02/06/04 SHEET: 4/5 13'-4" 3'-10" 3'-10" 6" DIA. STEEL PIPE FILLED W/ CONC. (PNTD.) 4'-0" HT. WITH 18" 0 CONC. 18 f- . FOOTING — 3' DEEP W/ WELDED HOOPS (2 TOTAL` PIPES) PNTD. PER OWNER SPEC. 4 FENCE (SEE ''° DETAIL THIS SHEET.) ° a. A. 4 PLACE 4"x4" POST O a ° ' z U) FLUSH BEHIND BACK OF CURB. N 6" CONC. SLAB A d A W/ 6"X6"X10/10 ° ° WELDED WIRE Q, �R ° '..1 4' MESH IVA , DUMPSTERS BY < A OTHERS 4 4" STEEL COLUMNS a `' 4 TO SUPPORT GATES (2) 6'-8" GATES a . A TO MATCH FENCE m 4 a 4 cy- a' o '3 U e a •:+ UL a a e C O ° BORE HOLES INui ° CONCRETE TO Q7. y A A e. ACCEPT CANE Li BOLTS FOR BOTH A CANE BOLTS ATTACHED OPEN AND CLOSED m ° .6.TO FENCE4. e POSITIONS Ll ,l CONC. APRONI' O a. a 4 ° a. U e a 4 a ; Q A, •¢ a � °,, n a' m ° o . A• n a TRASH ENCLOSURE N.T.S. PAVEMENT DETAILS ENTRANCE PAD & DUMPSTER PAD DETAIL N.T.S. AS SHOWN ON PLANS Slope: As Per Plan 14o OO 00c 00\_0000Q00nc 6" STONE BEDDING 6" TYPE "A" CONC. (3500 PSI) 6x6xW2.9xW2.9 WWF (2" Min. CLEAR) _ A ui 00 NOTE: THIS CONCRETE PAVEMENT SECTION SHALL BE USED FOR THE APPROACH AREA AS WELL AS THE DUMPSTER PAD. COMBINATION 6" CURB & GUTTER N.T.S. (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) 7rtt2'-O"— ---- 6' (OR AS SHOWN ON PLANS) I 4" CRUSHED STONE --� (3000 PSI) 4" CONIC --� 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) TYPICAL SIDEWALK DETAIL NOT TO SCALE MAINTAIN 2% CROSS SLOPE IN ALL SIDEWALK, DUMPSTER ENCLOSURE & FENCE DETAIL N.T.S. 2x6 TOP RAIL 1 x6 BOARD,---=-,— FRONT & BACK TOE NAIL EA. 1 "x6" W/ 2-8d NAILS (EA. RAIL) 8'-4x4 POST © 8' O.C-. -- 2x6 BOTTOM. RAIL ATTACH RAILS TO POST W/ 3-10d NAILS (EA. RAIL) 12" DIA. POST HOLE, FILL W/CONC. NOTES: ALL LUMBER SHALL BE S.Y.P. #2, PRESSURE TREATED MATERIAL. ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE ADJACENT PROPERTY. CONSTRUCT (2) 4' GATES SIMILAR. PROVIDE GATE LATCH. THIS DETAIL SHALL BE USED FOR THE ENCLOSURE FOR THE DUMPSTER PAD. THE GATES TO THE DUMPSTER PAD SHALL BE CONSTRUCTED OF SIMILAR MATERIALS. USE STEEL POSTS TO HANG THE DOORS IN LIEU OF THE WOOD POSTS. 0 m A4 ' HDCP SYMBOL (WHITE) a•, I Lip SOLID BLUE BACKGROUN N.T.S. HEAVY ENTRANCE PAVEMENT OUTDOOR STORAGE AREA, N.T.S. N.T.S, AISLE, & ROADWAY PARKING STALLS STONE PAVEMENT TYPICAL SECTION TYPICAL SECTION TYPICAL SECTION 2" SM-12.5AL BIT. CONC. 2" SM-12.5AL BIT. CONC. '1c SURFACE TREATMENT --- -- 3" BM-25.0 BIT. CONC. SURFACE COURSE ......:.. . ................ BASE COURSE 6" 21—B-----� 6" 21—B 8" 21—B ---- STONE BASE STONE BASE STONE BASE — COMPACTED SUBGRADE----1 L—FI-� COMPACTED SUBGRADE MPACTED SUBGRADE —i I I=�= CO I-1 I- OPTIONAL PRIME & SEAL TREATMENT NOTE: THE HEAVY PAVEMENT SECTION SHALL BE INSTALLED IN THE MAIN ENTRANCE TO THE END OF THE CURB RETURNS. THE LIGHT PAVEMENT SECTION SHALL BE INSTALLED IN THE PARKING STALL AREAS AND PARKING AISLES AS INDICATED ON THE LAYOUT PLAN. THE STONE PAVEMENT SECTION SHALL BE USED IN AREAS AS INDICATED ON THE LAYOUT PLAN. YI ** PR. STREET OR CG-11 I wl A w AISLE APPROACH TO THE BE SAME AS o) 0 MAINLINE ROADWAY. cn d (RADIUS TO BE AS alo SHOWN ON PLANS) (RADIUS TO BE AS C _ SHOWN ON PLANS — ' \ SIDEWALK I 6" EXPANSION JOINT � C o vlLa IV) ®RADIAL COMBINATION CURB & IGUTTER (ST'D. G-6) �— A * OPTIONAL FLOW LINE NOTE: WIDTH "B"= 2'-0" MAINLINE ROj OR AS SECTION. SHOWN ON TYPICAL PLAN VIEW EDGE OF SHOULDER OR OPTIONAL FLOW LINE MAINLINE ROADWAY 10' PARABOLIC CURVE I4" B 2 "R CLASS A3 _ .•.• °• '':• a .• •a. (H.E.S.) CONCRETE SECTION C-C IN CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. (� WHEN THE ENTRANCE RADII CANNOT 6„ ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, THE ANSION JOINT DEPTH FOR SIDEWALK AND CURB RAMPS WITHIN THE LIMITS OF THE RADII SHOULD BE INCREASED TO 7". WHEN STADARD CG-11 IS USED FOR ENTRANCES BUILT IN CONJUNCTION WITH VDOT PROJECTS, PLEASE NOTE THE FOLLOWING: ** MAINLINE PAVEMENT SHALL BE CONSTRUCTED 8% MAX. ---'' D TO THE R/W LINE (EXCEPT ANY SUBGRADE SLOPE CHANGE .-�� STABILIZATION REQUIRED FOR MAINLINE PVMT. ® --` - D WHICH CAN BE OMITTED IN THE ENTRANCE.) j 8% MAX. 5 SLOPE CHANGE MIN.40' MIN. FOR STREET CONNECTION �- 20' DESIRABLE FOR COMMERCIAL ENTRANCE SECTION A -A GUIDELINES FOR GRADE CHANGE D ENTRANCE VOLUME DESIRABLE MAXIMUM HIGH (MORE THAN 1500 VPD) 0% 3% MEDIUM (500-1500 VPO) <3% 6% LOW (LESS THAN 500 V D) <6% 8% METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES VDOT 2001 STANDARDS NOT TO SCALE ® RADIAL CURB OR COMBINATION CURB AND ANY GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. D WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CC-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. SEE STANDARD CC-12 FOR CURB RAMP DESIGN TO BE USED WITH THIS STANDARD. *PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. OPTIONAL FLOW LINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE PONDING OF WATER. HANDICAP PARKING DETAIL N.T.S. HANDICAP SIGN 6' Min. NOTES: t ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. * 8' TYPICAL FOR VAN ACCESSIBLE SPACES & 5' TYPICAL FOR OTHERS. 2. HDCP SIGN MAY BE INSTALLED ON BUILDING, AS DIRECTED BY OWNER. 2" 12.5 (SM-2A) BIT. J CONC. SURFACE COURSE 3" IM-1A BIT. CONCRETE BASE COURSE 8" 21-8 STONE SUBBASE COURSE COMPACTED SUBGRADE 1"o [ HANDICAP SIGN DETAIL N.T.S. 12" x 18" STND. RESERVED RESERVED PARKING PARKING STD. U-CHANNEL POST VAN ACCESSIBLE PENALTY i100-$00 PENALTY i100-$00 TOW -AWAY ZONE TOW -AWAY ZONE VAN HC ACCESSIBLE SIGN PROP. GROUND SIGN STATE ROUTE 622 CEDAR CREEK GRADE SITE ENTRANCE - TYPICAL SECTION N.T.S. WIDTH VARIES 14' (SEE PLANS) 1 /4": 1' Slope ci npc - , 1. — . ELL HOLE FRONT VIEW PROP. 6' CAR STOP CONTINUOUS 8 1 /2"4„ #4 REBAR EX. PAVEMENT STRUCTURE 5„ A A 5/8" 00 8" STEEL DOWELL END VIEW PRE --CAST WHEEL STOP DETAIL NOT TO SCALE: w F- s J w� 0 LAJ Z Z <0 _J ~ W U w 0 0 X Q W F- 0 W W _Z U Q Q > w W X ., in � Lid Z Z �" Q � � 0 0 W U � W � Lu U W Z U I'' s;[ ■ J n a(0 0) rn C ) N N � Lfi Ln C c rd V) L � � WLo 0 0 0�@ c (n L Q V)M_r •� CO a) _ o- u - 0 r- v C ►- U- E w Z � 0 Z 0 0. C.) 0 W C) w� 0 1' OF V fN� u TIRO G. PAINTER o. 260 N0 `z' G1 �SSIONAL SURVEY: C.I.: PL-PLC NA DRAWN BY: JOB NO.: PL- PLC 0310010 SCALE: DATE: N/A 02/12/04 SHEET: 5/5 PROJECT: MILAM'S LANDSCAPE & GARDEN CENTER PROPOSED NURSERY AND GARDEN CENTER 1331 CEDAR CREEK GRADE BACK CREEK MAGISTERIAL DISTRICT COUNTY OF FREDERICK, VIRGINIA OWNER: MILAM'S LANDSCAPE & GARDEN CENTER 1331 CEDAR CREEK GRADE WINCHESTER, VIRGINIA 22602 Contact: Mr. Michael Milam ENGINEER\ PAINTER-LEWIS, P.L.C. SURVEYOR: PAINTER-LEWIS, P.L.C. LANDSCAPE 116 S. STEWART STREET, 116 S. STEWART STREET, ARCHITECT: WINCHESTER, VIRGINIA 22601 WINCHESTER, VIRGINIA 22601 (540) 662-5792 (540) 662-5792 Contact: Timothy G. Painter Contact: Mr. Elliott Ritchie PARCEL INFORMATION: PROPERTY ID NO.: 63-A-1D TOTAL PARCEL AREA: 63.9255 Ac. LEASE LOT AREA: 2,3215 Ac. ZONING: RA (RURAL AREAS) PROPOSED USE: LANDSCAPE NURSERY & GARDEN CENTER CURRENT USE: AGRICULTURAL (ORCHARD) AND SINGLE-FAMILY RESIDENTIAL ZONING REQUIREMENTS: DENSITY: PARCEL COVERAGE MUST NOT EXCEED 85% COVERAGE (IMPERVIOUS AREAS < 0.85 x 1,205 Ac.=1.024 Ac.) F.A.R. RATIO: FLOOR AREA TO LOT AREA RATIO (F.A.R.): </=1.0 BUILDING HEIGHT: 35 FT. SETBACKS: FRONT: 60 FT. (PRIMARY OR ARTERIAL HIGHWAY) REAR: 200 FT. (ORCHARD) SIDE: 50 FT. (RESIDENTIAL) PARKING: RETAIL NURSERIES: 1 SPACE PER 400 SO, FT, OF FLOOR AREA OUTDOOR STORAGE: 1 SPACE PER 3000 SO, FT. OF STORAGE AREA PARKING REQUIRED: 5360 SO. FT./400 = 13.40 SPACES => 13 SPACES 3150 SO, FT./3000= 1.05 SPACES => 1 SPACE SPACES REQUIRED => 14 SPACES 1 HDCP SPACES REQUIRED (INCLUDES A MINIMUM OF 1 EA. VAN ACCESSIBLE SPACE) PROPOSED DEVELOPMENT: PROPOSED NURSERY AND GARDEN CENTER BY CONDITIONAL USE PERMIT #09-03. FRONTAGE: 230.53 FT. (LEASE LOT) PARKING PROVIDED: 14 PARKING SPACES (INCLUDES 1 EA. VAN ACCESSIBLE HDCP SPACE) LOT COVERAGE: PROPOSED BUILDINGS/STRUCTURES: 6,320.00 SO, FT. (0.15 ACRES) EXISTING BUILDINGS/STRUCTURES: 1,216.50 SO. FT. (0.03 ACRES) PROPOSED ASPHALT PVMT.: 6,564.84 SQ. FT.. (0.15 ACRES) PROPOSED CONCRETE PVMT.: 862.00 SO. FT. (0.02 ACRES) PROPOSED GRAVEL: 9,586.34 SO. FT. (0.22 ACRES) EXISTING GRAVEL: 5,133.92 SQ. FT. (0.12 ACRES) TOTAL IMPERVIOUS AREA: 29,684.23 SO. FT. (0.68 ACRES) F.A.R.: F.A.R.: 0.18 Ac/63.93 Ac = 0.0028 < 1.0 OPEN SPACE: 63.93 Ac. - 0.68 AC, = 63.25 Ac. (98.94%) LANDSCAPING: NONE REQUIRED BUFFERS & SCREENING: PER CONDITIONAL USE PERMIT #09-03 A 6' OPAQUE FENCE IS REQUIRED TO SCREEN THE VIEW OF THE OUTDOOR STORAGE AREA FROM CEDAR CREEK GRADE. A 6' BOARD ON BOARD WOODEN FENCE SHALL BE INSTALLED TO PROVIDE SCREENING IN THIS AREA. (SEE SITE LAYOUT PLAN, SHEET: 3/5.) ZONING NOTES: 1. ALL EXTERIOR LIGHTING SHALL BE DIRECTED SO THAT THERE IS NO GLARE OR ILLUMINATION OFF -SITE. 2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE PLAN. 3. DEVELOPMENT OF THIS SITE WILL NOT RESULT IN THE DISTURBANCE OF ANY EXISTING ENVIRONMENTAL FEATURE. TRAFFIC IMPACT DATA SOURCE: ITE MANUAL, SIXTH EDITION LAND USE: 817- NURSERY (GARDEN CENTER) PROPOSED GFA = 6,320 sq. ft. PROPOSED ACREAGE = 2.32 AC. TRIPS BASED ON 1000 SQ. FT. OCC. GROSS LEASABLE AREA: WEEKDAY: 228.02 TRIPS (GRAPH) <CONTROLS AM PEAK HOUR: 27.87 TRIPS (GRAPH) <CONTROLS PM PEAK HOUR: 31.41 TRIPS (GRAPH) <CONTROLS TRIPS BASED ON ACRES: WEEKDAY: 223.21 TRIPS (GRAPH) AM PEAK HOUR: 20.28 TRIPS (GRAPH) PM PEAK HOUR: 22.85 TRIPS (GRAPH) ILA L � APE j •'OO E� E R E E E' 1 1 F R E E. G�1R��1DTE B ' E A I TE' I L L I TRI FRE E I I' I I EE A b° J GRADE SITE �' �' �°, ;� fry � �, �� ••' ,. �-y����2�..,.� t1 Fa i`) e }�, � t�o�' • � , f l� I J �w it ''� VICINITY MAP 1" = 2000' N86°08'08"E 230.53' LEASE LINE 2.3215 ACRES SyR��fi �FSToclk 4 E'4SE L/NE lit =60' 154 �n 0 06 w z Q � U5 d- 0 / RESPONSIBLE LAND DISTURBER DRAINFIELD NAME: CERTIFICATION #: - DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION & MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS. Pr, of TIMPAINTER tjno k'3IONAL G -;' ASSY. ASSEMBLY B.F. BASEMENT FLOOR BILK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG-2 VDOT CURB CG-6 VDOT CURB & GUTTER P IN PLACE CONCRETE C CAST CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER DS DOWNSPOUT EOP EDGE OF PAVEMENT EOG EDGE OF GRAVEL EX. _ EXISTING F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN F.LT. FLOOD LIGHT Go. GAUGE GM GAS METER GV GAS VALVE or GATE VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6' HEADER CURB HP HIGH POINT HTR. HEATER INC INCREASER INV INVERT IPF IRON PIPE FOUND IPS IRON PIPE SET LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI -PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NLT NO LEFT TURN NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PROP. PROPOSED PVMT PAVEMENT RCP REINFORCED C6RCRETE PIPE R.D. ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY SEW. SEWER STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED or PROTECTED TB or T.B. THRUST BLOCK TC TOP OF CURB TEL• TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP or TYP. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CAN UNDERGROUND CABLE T.V. UOT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS IN FEET *00.00 PROPOSED SPOT ELEVATION x(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1 /8" PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). LIST OF DRAWINGS: SHT. 1 /5: COVER SHEET AND ZONING NOTES SHT. 2/5: CONSTRUCTION NOTES, PROPERTY OVERVIEW PLAN, AND EROSION AND SEDIMENTATION CONTROL DETAILS AND NARRATIVE SHT. 3/5: SITE LAYOUT PLAN AND C.U.P. DOCUMENTATION SHT. 4/5: SITE GRADING AND EROSION AND SEDIMENTATION CONTROL PLAN SHT. 5/5: MISCELLANEOUS CONSTRUCTION DETAILS �' ONI G ADMINIST ATOR DATE APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL 'Off"' 11' IR-L , . a 116 South Stewart Street Winchester, Virginia 22601 Telephone (540) 662-5792= Facsimile (540) 662-5793ti� - Email: paintlew@earthlink.net ni JOB NO.: 0310010 SHEET: February 12, 2004 1 / EROSION AND SEDIMENT CONTROL GENERAL NOTES DIVERSION RIDGE REQUIRED GREATER WHERE GRADE EXCEEDS 2% 1. All work shall be done in accordance with the current edition of the Virginia Erosion and Sediment Control Handbook and the standards and specifications of the County of Frederick, Virginia. 2. A Frederick County Grading Permit and permit fee are required for this project. A pre -construction meeting with the local program administrator is required prior to commencement of construction of this project. 3. The local program administrator shall be given a one (1) week notice prior to the pre -construction conference, the commencement of any land disturbing activity, and to the final inspection. 4. The contractor is responsible for the installation of any additional erosion control measures as may be deemed necessary by the local program administrator. SEDIMENT AND EROSION CONTROL NARRATIVE 1. Project Description: The development of this project consists of the construction of a new nursery and garden center building; entrance, related driveways, and parking facilities; site grading, nursery stock storage areas, and related site landscaping. 2. Existing Conditions: The overall parcel consists of 63.9255 acres. The proposed nursery complex will be developed on a lease lot, which is part of the parent tract. The Lease lot will consist of approximately 2.32 acres. The parent tract is currently being used for agricultural purposes (orchards) and has been developed with a single residential structure, driveway and related parking area, and private service utilities. The parent tract has approximately 1547.70 linear feet of road frontage along Cedar Creek Grade (Route 622) which provides access to the site. The proposed lease parcel will have 230.53 linear feet of frontage. The proposed lease lot has been positioned so that the proposed V.D.O.T. Entrance will coincide with the existing driveway entrance. Secondly, with this central location, the adjoining lot will remain as is and will continue to be used as the existing orchard use. The proposed lease lot site is currently a vacant, posture that is relatively flat and gently slopes in a westerly direction. The proposed development will require some minor grading, only. The existing drainage patterns will remain the some in the post -developed condition as exist in the pre -developed condition. No storm water management is required as part of this proposed development. 3. Adjacent Areas: The proposed lease site has been positioned so that it is centrally located in the parent tract. Therefore, the entire development will be surrounded by the existing agricultural (orchard) use except for the northern boundary. This line coincides with Cedar Creek Grade right-of-way line and is therefore bounded by Route 622 roadway. 4. Soils: The soils map of Frederick County indicates the following soil types exist within this project area. On -site soils have been disturbed previously by the development of the existing residence and apple orchards. 14C: Frederick-Poplimento looms: (7%-15% slopes). Hydrologic soil group B-C, Class 11 Soils. (Approx. 100% of area to be developed) 5. Critical Areas: None. 6. Erosion and Sediment Control Measures: a. Erosion and Sediment Control Measures shall be installed prior to any land disturbing activities. The work shall be confined to the designated limits of construction. For this project, the limits of construction are defined as the lease -line boundary lines and the existing edge of pavement of Cedar Creek Grade (Route 622). b. No disturbed areas sholl be denuded for more than thirty (30) days. The contractor shall stabilize all exposed areas within seven (7) days after the end of construction of that phase of the work. If possible, all natural vegetation and/or mulching shall be used to protect areas exposed during development of the site. The existing vegetation along the property lines shall remain in place and be protected during the construction process to the greatest possible extent. c. Soil stockpiles must be stabilized or protected with sediment trapping measures to prevent soil loss. Utility trenches located outside of paved areas shall be seeded and mulched within two (2) weeks of backfilling. d. Upon completion of construction, all permanent erosion and sediment control measures shall be installed. After stabilization, the temporary erosion control measures shall be removed, as approved by the local program administrator. All vegetative cover shall be checked regularly and any damaged areas shall be repaired, fertilized, replanted, and mulched, as needed. e. All properties adjacent to the site shall be protected from sediment deposition. This shall be accomplished by installing perimeter controls such as silt fence barriers and check dams or a combination of such measures, as indicated on the plans. f. The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. 7. Construction Sequencing: PHASE I: 1. Site Preparation: Hand dig test pits over existing utilities to determine their depth and actual locations. - Phase I Controls: 2. Installation of Erosion and Sediment Control Measures: a. Installation of vegetative and tree protection controls around the existing vegetation along the main driveway accessing the site. b. Construction of the construction entrance. c. Installation of the silt fence along the adjacent property lines, as indicated on the plans. PHASE II: 3. Site Construction Sequencing: a. Stripping and removal of the topsoil to its full depth, as needed. b. Rough grading of site. c. Office Building and Greenhouse construction. d. Installation of the proposed utilities. - Phase II Controls. e. Placement of check dams for ditchline protection and installation of the inlet protection. f. Curb and gutter installation. g. Final Grading of site. h. Stabilization of all lawn and slope areas. i. Installation of base and subbase materials. j. Restoration and stabilization of unpaved areas. k. Final paving. I. Remove erosion and sediment controls, as approved by the inspector. 8. Maintenance: The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. All measures shall be inspected daily and after each significant rainfall by the site superintendent or his representative. Any damaged structures shall be repaired or replaced by the end of work that day. a. The construction entrance shall be maintained so as to control the amount of soil materials that may get caught in the stone bed. If the stone becomes clogged with soil and mud, it shall be cleaned, or removed and replaced, as may be deemed necessary. A trash rack shall be installed as part of the construction entrance construction. If this measure fails to properly clean the construction vehicles, then a wash rack must be installed as directed by the local program administrator. b. The rock check dams, inlet and outlet protection devices, and the silt fencing shall be checked regularly for deposited sediment. If sediment is trapped, it shall be cleaned carefully so as not to release the trapped sediment downstream or on adjacent properties. c. All seeded and sodded areas shall be checked regularly to ensure that a good stand of grass is maintained. Areas shall be repaired, fertilized, and reseeded or resodded, as required. EARTHWORK 1. Final Grading, together with placement and preparation of topsoil for the driving range is shown on Sheet 4. Calculate the mass earthwork prior to construction to insure a balanced site. 2. Excavation consists of removal of material encountered to the appropriate subgrade elevations indicated and subsequent disposal of materials removed. Unauthorized excavation consists of removal of materials beyond indicated subgrade elevations or dimensions without specific direction of Engineer. Unauthorized excavation, as well as remedial work directed by Engineer, shall be at Contractor's expense. 3. Retain the services of a qualified geo-technical engineer to insure that all fill operations occur in accordance with the specifications and good engineering practice. Contractor sholl employ and pay for a qualified independent geo-technical testing laboratory to perform soil testing and inspection service during earthwork operations. To qualify for acceptance, the geo-technical testing laboratory must demonstrate to Engineer's satisfaction, based on evaluation of laboratory -submitted criteria conforming to ASTM E 699, that it has the experience and capability to conduct required field and laboratory geo-technical testing without delaying the progress of the Work. SECTION A - A SEDIMENT BARRIER ` N (STRAW BALE TYPE SHOWN) SUPPLY WATER TO WASH WHEELS IF NECESSARY. ^v/ Q NOTE: SPILLWAY USE NDBAGS, STRAW BALES OR HER APPROVED METHODS TO HANNELIZE RUNOFF TO BASIN AS SQUIRED. le- STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT EXTRA STEEL OR WOOD POST 1 op 0���� I'liipllllll�lii i i'i '''/10 /r'p�'� ii� p I NO II 'U'+'''Ji0l 0M','1''�IIII 0 M-K PONDING HT. 10 FT MAX SPACING WITH WIRE SUPPORT FENCE 6 FT MAX SPACING WfrHOUT WIRE SUPPORT FENCE PONDI 4. No subsurface soil investigation has been performed on this site. ` � ,� STEEL OR FILTER FABRIC 5. Satisfactory soil materials are defined as those complying with ASTM D2487 soil classification O `tip FLQW V / FLOW WOOD POST ATTACH SECURELY 36" HIGH MAX /� TO UPSTREAM groups GW, GP, GM, SM, SW, and SP. Unsatisfactory soil materials are defined as those complying ��'" SIDE OF POST. with ASTM D2487 soil classification groups GC, SC, ML, MH, CL, CH, OL, OH, and PT, and these soils may be used only by direction of a geotechnical engineer. bi°g : o RUNOFF RUNOFF Q A � g, Z (RAMMIDED) w..m 6. Excavation is unclassified and includes excavation to subgrade elevations indicated, regardless CL A A TRASHRACK 2"-3" COURSE ` STORAGE HT. •: / O of character of materials and obstructions encountered. AGGREGATE MIN. 6" THICK 7. Slope sides of excavations to comply with local codes, ordinances, and requirements of o 6' °'b (=I v�: I=III- (I I-- I I I•�1 Ii) II �" p agencies having jurisdiction. Shore and brace where sloping is not possible because of space ° °`«off°° .oto°�� °°� o°° ' o ° 12" MIN. (I I =• °I�I-) I (=-I 12" MIN:) restrictions or stabilityof material excavated. Maintain sides and slopes of excavations in safe a 4 a _ I i ;x6 - - P I I I 4 x6 TRENCH condition until completion of backfilling. Provide materials for shoring and bracing, such as sheet I II -I WITH COMPACTED II =L GRAVEL piling, uprights, stringers, and cross braces, in good serviceable condition. Maintain shoring and 0 -II 111- BACKFILL -1I bracing in excavations regardless of time period excavations will be open. Extend shoring and Z DIVERSION RIDGE I ( bracing as excavation progresses. F- I I- 8. Prevent surface water and subsurface or ground water from flowing into excavations and from w 70' MIN. STANDARD DETAIL ALTERNATE DETAIL flooding project site and surrounding area. Do not allow water to accumulate in excavations. PLAN TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL Remove water to prevent soil changes detrimental to stability of subgrodes and foundations. Provide and maintain pumps, well points, sumps, suction and discharge lines, and other TEMPORARY GRAVEL CONSTRUCTION ENTRANCE /EXIT dewatering system components necessary to convey water away from excavations. NOTE: NOTES: 1. INSPECT AND REPAIR FENCE AFTER EACH 9. Stockpile excavated materials acceptable for backfill and fill on the site as required. Place, 1. THE ENTRANCE SHALL BE MAINTAINED IN A STORM EVENT AND REMOVE SEDIMENT WHEN grade, and shape stockpiles for proper drainage. Dispose of excess excavated soil material and CONDITION THAT WILL PREVENT TRACKING OR NECESSARY. materials not acceptable for use as backfill or fill. FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS- 2. REMOVED SEDIMENT SHALL BE DEPOSITED OF -WAY. THIS MAY REQUIRE TOP DRESSING, TO AN AREA THAT WILL NOT CONTRIBUTE 10. Conform to elevations and dimensions shown within a tolerance of plus or minus 0.10 foot, REPAIR AND/OR CLEANOUT OF ANY MEASURES SEDIMENT OFF -SITE AND CAN BE PERMANENTLY except in the driving range area where grades are to be adjusted to provide for on earth USED TO TRAP SEDIMENT. STABILIZED. balance. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED 3. SILT FENCE SHALL BE PLACED ON SLOPE SILT FENCE PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. CONTOURS TO MAXIMIZE PONDING EFFICIENCY. 11. Stockpile top soil on the site for reuse in the establishment of cover on the site. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP 12. Excavate trenches to uniform width, sufficiently wide to provide ample working room and a OR SEDIMENT BASIN. minimum of 6 to 9 inches of clearance on both sides of pipe or conduit. Excavate trenches and 4. INSTALL CATTLE GUARDS AS CALLED FOR ON THE PLANS. conduit to depth indicated or required to establish indicated slope and invert elevations and to support bottom of pipe or conduit on undisturbed soil. Where rock is encountered, carry CREEK GRADE excavation 6 inches below required elevation and backfill with a 6-inch layer of crushed stone or CEDAROUTS GRADE gravel prior to installation of pipe. STATE R „ 622 (Variable RN N86'O�E_ �- 13. Place soil material in layers to required subgrode elevations. Under grossed areas, use N86•57'45"E "" 1028.95 �YqR 6S\ satisfactory excavated or borrow material. Under piping and conduit, use satisfactory materials 10.37' - Ng6.0g 08 E a - OSF 2p where required over rock bearing surface. C1 N86'08'08 E 230.53 09. SF�/4'cL1Uc 288.22 06 14. Remove trash and debris from excavation. F, � TR4y 3�62j RFS/Rq y�� n 2.3215 ACRES o 1 s, 'Oc• 4� /� 15. Remove vegetation, debris, unsatisfactory soil materials, obstructions, and deleterious q /p , , ^ h LEASE ,sue / S /V HF 0 materials from ground surface prior to placement of fills. Plow strip, or break up sloped �' LOT .O HSF RF R�eROC` surfaces steeper than 1 vertical to 4 horizontal so that fill material will bond with existing ry n/ \ `p S/OF F surface. Place backfill and fill materials in layers not more than 8 inches in loose depth for = M / ,8F/Ty�s 2 �7/4 material compacted by heavy compaction equipment, and not more than 4 inches in loose depth o N / 4 co for material compacted by hand -operated tampers. Before compaction, moisten or aerate each �^ !V8 •07'24" , �N ` oSF' tiCgy ti layer as necessaryto provide optimum moisture content. Compact each layer to required ® W 0 , S ti /4 /N percentage of maximum dry density or relative dry density for each area classification. Do not <t/ tv 140.4 N83 15 "W 1e C• 4 G place backfill or fill material on surfaces that aremuddy,frozen, or contain frost or ice. J� ��+Do , 163,39' �OcF� .= o co 08 O ( J. r /6/T444 16. Where subgrade or layer of soil material must be moisture conditioned before compaction, ��a /)/�LSF, 2p�L9Y yqq, S uniformly apply water to surface of subgrode or layer of soil material. Apply water in minimum 441 kb p �/ quantity as necessary to prevent free water from appearing on surface during or subsequent to �Q1 Z d / (63` RFS/Rq OR R compaction operations. Remove and replace, or scarify and air dry, soil material that is too wet 220 cg �\iilp/q to permit compaction to specified density. Stockpile or spread soil material that has been a OS ? Cry Re`/3 < removed because it is too wet to permit compaction. Assist drying by discing, harrowing, or ® �N/ C y/�Rq g pulverizing until moisture content is reduced to a satisfactory value. Z°Z� ✓p ` . 8p RFS Z ORk4 h Cx- 17. General: Uniformly grade areas within limits of project grading as shown on the plans, �� ,�, 63-A-1D / 4M 4- including adjacent transition areas. Smooth finished surface within specified tolerances, compact �• � TRIPLE S. ASSOCIATES ® U ? C with uniform levels or slopes between points where elevations are indicated or between such ®� ZONING: RA D F' S o�1'NY ti� 'S' points and existing grades. 9 9 / •�` ^� tee' '� C• l� 'y9 18. Protect newt graded areas from traffic and erosion. Kee free of trash and debris. �,,) USE: B: 578, PG: 282 RES. yg2F� 63 4g pis/ORq OR Roy Y 9 P 76 14 c 19. Repair and reestablish grades in settled, eroded, and rutted areas to specified tolerances. OSF• ?O 1g1'�4" "6 oe'• SF�/�0 yi<< TROSt 20. Remove waste materials such as trash, and debris, and dispose of it off Owner's property. ® ` `6 AFS/�� OR FF 62-A-72G EXISTING PARCEL G• F,yT 21. Excess soil and rock materials may remain on the site in areas approved by the engineer. TRIPLE S. ASSOCIATES „ /S 63� >7 AREA: 0.85 acres PARCEL C 37 S ZONING: RA ® 0) 0 CMgyT'Y `3� z USE: S.F. RESIDENTIAL ® 61.6040 ACRES NSF' 20ti�r y`/gNF DB: 731, PG: 673 2.3215 ACRES 9F �,� R� o� �iN S -° 63.9255 ACRES S� F�� 44 / TROCTe, 63 A FS �q , 0 � ZORCy OP tic 0e. 8� R/�c� 41, R ry SST£ VIEW LOOKING UPSTREAM 62-A-73 GLASS -GLEN BURNIE MUSEUM EXTEND ROCK DAM TO BERM OF AREA: 68.29 acres SEDIMENT POND AND MATCH BERM ZONING: RA ELEVATION TO PREVENT FLOW USE: AGRICULTURAL AROUND DAM. DB: B 106, PG: 1216 �- VDOT # 1 COURSE AGGREGATE CLASS I RIP RAP ® 240 ��F 4\ co S ON H �/li FLO---`WECG• �� NoF 60 4 ft. / SECTION A -A CURVE DELTA ANGLE f RADIUSI ARC I TANGENTI CHORD BEARINGI CHORD 63 200 0 200 600 CL 1 00'51'21 15759.581 86.03' 1 43.02' 1 S86'33'48"W 1 86.03' US ?0 yN S �r3 ROCK OUTLET Scale 1 " = 200 ft / �S/oFNT�q Q LEI Z ZH 0� ZLLJ Q �' ZZ _ LLJ Z� p Z ZW L,JQ 0> V) Uw 0Q �® Q� �I­ Z� Z Ce 0 J 0w (/)0 Ud- o 0� -� � LL �- 0 W Z /may V z O 0- U w Q O Z F- U M W J•-- W Z Ld LLJ U Q > (A �y/ w Z J- (/) Z Q J (�Q0 U (A 5Q Y Ne Lr- LLJW Cr UJ OfU Lv 0 Z U LLL. O ■ ■. O (0 N M 0) c V®� N N I� Lo tf7 Y i Q0 (0 0 p � � 0.2 � (D .E O /- � ii■1 .- aS 'r M. >,.�a� . c 41 .__ 0 Cl Vo ­I_ C (0 L U N V I.T) 0 0 E Ld CL 0 U7 Z JLv LJ � Z Z0 Ow Al,TH OP; v j� TIM PAINTER 9 N . 8260 ® Z I If �`SSIONAL ��� SURVEY: C.I.: PL-PLC N/A DRAWN BY: JOB NO. PL-PLC 0310010 SCALE: DATE: AS NOTED 02/12/04 SHEET: 2/5 CONDITIONAL USE PERMIT #09-03 MILAMS LANDSCAPE, LLC Sftff Report for the Board of Supervisors Meeting Prepgrled: umber 1, 2003 Staff Contact: Mwk Charon Tkis report is prgwvd by &e Fie*rkk Com& Plmrxtng Ste to provide hlformadon to the Plmrxty Conanksioq and the Board of S ens to asitt Am in rsaltixg a decision on � mquast A soy also be usr•JW to Wws brter+astad in this Zonhrg malAv. MAO Planning Commisslon: 11/19/03 Recommended Approval Board ofSapervisors: 12/10/03 P6 tdl*/('6-_VAr't A�T'rOV&_ LOCATION: This property is located at 1331 Cedar Creek Grade. PROPERTY ZONING & PRE82M [ISE: RA (Rural Areas) Land Use: Vacant and Residential ADJOIlMG PRROPEM ,7,DMG & USE: RA (Rural Areas) Land Use: Vacant and Residential g'ROPOSED USE: Landscape contracting and Retail Nursery The application for a conditional use permit for this property appears to brave significant inessixrable impact on Route 622, the VDOT facility which would provide across to tiro property. Prior to op n anon of the basinim, a commercial ernlrancx must be eonstructcd to our minimum standards to Allow for safe egress sod iugress of the property. Any work performed on the State's right-of-way must be covered under a land use permit. The permt is issued by this office and roquirres an mqx* ion fee and surety bond coverage. CUP # 09-03 Decenabar 1, 2003 Page 2 r. No comment required provided complianoe with Section 101.7.7(a) exemptions of the Virginia Uniform Statewide Building Code 2000. Fin : Recommend portable fire extinguishers, maWai n adequate lane widths for emergency vehicle access. No significant betors affect proposed use. Health Depeataaent has required NO. Milan to obtain approval of drainfidd on his property for public and employee use. This proposed Conditional Use Permit is for a landscape contrwting -and retail mnrsory. This proposed use will take place on 2.50 acres of a 63.88 acre tract of land located in the RA (Rural Areas District) Zoning District The Frederick County ,Zoning Ordinance allows for WWLwapiing contracting and retail nurseries in the RA Zoning District with an approved Conditional Use Permit (CUP). This proposed use will have 29,250 square feet of outdoor storage areas for nursery stock and products. This outdoor stare will consist of topsoil piles, mulch piles, trees and flowers located in front and side yards of this 2.50 acres. This proposed use will have 3,600 square fleet of indoor storage located in tltr+ee (3) greenhouses located in the from and rear of the property. The near property of this proposed use will contain outdoor stomp of equonent and nursery stock for o$ site landscaping contracting. Staff would recommend an opaque fence of six (6) feet in bet& to scrag this area of the property., This proposed use will be adjacent to acts" orchard use and will have 200 foot setbacks from any adjoining properties. Staff would note that there is a dwelling on this property that the applicant will be using as an office. Prior to operation of this landscape contracting and garden center an approved argineered site pion will be required, This site plan will address all of the requirements of the .Frederick Couny Zoning Ordk mce. Staff would recommend that signage to be limited to one (1) non- illumimtbng bus iness sign no higher than six (6) feet This ftestanding business sign shell only be twenty-five (25) square feet This requirem mA is in keeping with the nual nature of this area and preventing a typical commercial strip along Cedar Creek Grade (Rt 622). ;r' s � y � + ;►t _..r.: t::F a ..._ ►1►.1 t� �+ � a, r • - _ + .►, _►�+,_ � Mrs Y • rt : � u r � • n. i � � r • r • .rrr • • a : • r: r • -w nn,..•• • �.. • � r r • • r 1. All review agency comments and requirements shall be complied with at all times. 2. An engineered site plan shall be submitted to, and approved by Frederick County, prior to using the site for the landscape contracting and retell nursery use. All improvements identified on the ,improved site shall be completed prior operating the business from this site. --. — -- —790it DISTANCE TO RTE. 37= -� — — SIGHT DISTANCE= 1 800 ft. �- •---- — — TO CURVE — _-- ----- — (Variable R—�—W �r jam'GRA D�' D �-r�i�[1 M.P.H. C-,CL.C� 4 5 48.00'CEDAR T-,�' R pUT�' ___ STA - -- EN t - . ..... -........ 288.22' (4D )ISTAN EC TO CHURCHHILL DRIVE= 2,100 ft. SIGHT DISTANCE= 1 050 ft. TO CREST OF HILL 48.00' ANCE N86'08'"E 23.53 08 - — _. ___..___- --_----------- _vv-... LEASE LINE 25'R :AVY O _AVY BUSINESS SIGN: I NON -ILLUMINATED FREESTANDING, �.00 25sf. IN AREA. NO GREATER THAN 6ft. IN HIEGHT. PER CUP#09-03 40' R ;HT MENT 2.3215 ACRES �0 co R 7s 00, �n 0 C6 6 00, 2° cQ 00 I a n Sao/V o 00 6 c 03C.) (50 O Q) 0 NF Sroo'°os �oQ � °j I 'qR Ry Fo Q � 66 Q SSo92s� qk / 00, 00 �� 00, / 00 20 0 20 00 , moo' �<v 0' � IS 00 4��/ o� S 00, w Jo 4 rod �0�,•� H ?S /rye �� / jo oo�� 4.1 �o� e Qo?'Q" off• � ' / co �� ('v/ ,O O � O N Q�SF 706 29 Ft Mole o0 moo' V) 0 w U W 0 Df a_ 1 5 Z Q Z F— W D� 0� g0 W F- r.J U Q W W W _Z 0 U Q Q > V J W � w z z�F- a J 0 0 Q U � a"d � Y 7IxWU�--, Uj U W � Z U m U J n a 0 N � v N lf� � .x (A I I . i p O -0 (0 0 ^ aLo o a� MjCC o IV% O a E t _ LVN a cn ~ W Z rr, Q1'Tli op �1 Q 0 N For"° o oo/? D°`�<oS�RR �r°° °° �t�o N . G. 2sAINU o 0 07 24 7 14 �„j ( Gti 10 �""" •-..• JL LEASE LINE" SURVEY: PL-PLC 2' DISTANCE TO DRAWN BY: JOB NO. RESIDENCE' 360' ~~- -----_ ,� / 20 0 20 60 PL_PLC 0310010 �— SCALE: DATE: " 20 ft 1"=20.0' 02/12/04 Scale 1 / \ SHEET: i � _ 3/5 CO N IV N 00 ---- o -- — - j Q) 00 N 00 1 ___-_-- cfl cn -- •--- � f N CID(0 00 ____ ' __--- Cp 07 - ---' ""___----- ISTAN ETC 0 C IURCHHILL DRIVE 2 10o ft: I � 00 _ 7g0 ft. D � � QO ,.,� - -- _ "r` — —DISTANCE TO RTE. 37- I co —,_ _ 1 800 ft. SIGHT .DISTANCE HILL ..,. ` co _ �W SIGHT DISTANC : To CREST i^ �., ---- -- --" —� (Variable R C -1w) To CUR /�/t _ __._ ��rWloDA __- 0 UTE _ STA N86'08'08"E 288.2„ f M (� Go 00 ; r 5 EROSION & SEDIMENT CONTROL KEY 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE �E 3.05 SILT FENCE $F—X---X 3.20 ROCK CHECK DAMS CD 3.30 TOPSOILING Tq 3.32 PERMANENT SEEDING Ps 3.35 MULCHING My 3.38 TREE PROTECTION Ta % I SF ry SF 00 Go ,/ (0 1 '00 r f SF % O* ,yrN?,S S jrY a % F�rS S / t9.0 N1p Ft S1vC' r 8pPs . �`'s S mu24 / 10T o 7 W 14 p 42 f N83' 7 r co CIO •08'08"E 230.53 66.7 IT Ps \ / - 65� 8 2.321 5 ACRES 06 00 00 / V. 4" A0 ^o % 4z) ell Ry Sao s :F so astir°F��c •� s o s 2S� f ,�- / ,►see � f i � �' o Or O o- a .d ( 4 ' %ro a4T , 111 I ( ry// 10 (� 4 II'T 4�4 20 0 20 60 f ' ! "(b- Scale 1 " = 20 ft 00 as 90 / `b V) z 0 LLJ w H W O w I 0 W 0 0 d Z Q pz Z w Z m z w d. p�0 p I.L <Z Ld 0 F-ZU Fn d U) w w U w 16- Z Z p C' w Q U Q > V)wW p p uj Z Z 0 ���� W U U w Z V u- m ■ NC60) N N +�• N V) E �� (n I I �( o .2 (0 «0 o W 3��0 �' �' 4 . j V > Ln to ii o a~' .E n W 0-uj to — .E _N U p r- U E W z �C a■ y'f H Op, 4 .Ac TINO�PAINTER 9 o. s2so AZ �`sSI0NAL SURVEY: C.I.: PL— PLC 2' DRAWN BY: PL-PLC JOB NO.: 0310010 SCALE: DATE: 1 "=20.0' 02/06/04 SHEET: 4/ 5 13'-4" 6" DIA. STEEL PIPE FILLED W/ CONC. (PNTD.) 4,-0" HT. WITH 18" 0 CONC. Q e 1" FOOTING — 3' DEEP W/ WELDED HOOPS (2 TOTAL 41,4 PIPES) PNTD. PER '� e ,. Q' 4 OWNER SPEC. a 4"' p ;Y 4 .1 FENCE (SEE a �'°' o r` DETAIL THIS SHEET.) a <, L0 O 00 PLACE 4"x4" POST A ' a "d (n FLUSH BEHIND e. ° BACK OF CURB. N 6" CONC. SLAB a W/ 6"X6"X10/10 a 4 WELDED WIRE d1 ar a MESH 41 4 q DUMPSTERS BY Q �e OTHERS 4" STEEL COLUMNS TO SUPPORT GATES(2) 6'-8" GATES TO MATCH FENCE Q 4 Nuie-1 BORE HOLES INCONCRETE TO ACCEPT CANE a Li e CANE BOLTS ATTACHED BOLTS FOR BOTH e TO FENCE ... d OPEN AND CLOSED d POSITIONS R 4. a U 7A. 4 ly CONC. APRON=' ° 0 U o TRASH ENCLOSURE N.T.S. PAVEMENT DETAILS ENTRANCE PAD & DUMPSTER PAD DETAIL N.T.S. AS SHOWN ON PLANS Slope: As Per Plan o. p'. ,K �-n( 0 nO_n0_00'00nO0Q 6" STONE BEDDING6" TYPE "A" CONC. (3500 PSI) 6x6xW2.%W2.9 WWF (2" Min. CLEAR) NOTE: THIS CONCRETE PAVEMENT SECTION SHALL BE USED FOR THE APPROACH AREA AS WELL AS THE DUMPSTER PAD. COMBINATION 6" CURB & GUTTER N.T.S. (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) - 2:R (0 1 .1 -r --6" 2'-0" 1 6' (OR AS SHOWN ON PLANS) 4" CRUSHED STONE -� (3000 PSI) 4" CONC -► 6x6xW1.4xW1.4 WWF (1,5" Min. CLEAR) TYPICAL SIDEWALK DETAIL NOT TO SCALE MAINTAIN 2% CROSS SLOPE IN ALL SIDEWALK. DUMPSTER ENCLOSURE & FENCE DETAIL - N.T.S. 2x6 TOP RAIL 1 x6 BOARD,--, FRONT & BACK TOE NAIL EA. 1 "x6" W/ 2-8d NAILS (EA. RAIL) 8'-4x4 POST @ 8' O.C: ---- 2x6 BOTTOM. RAIL ATTACH RAILS TO POST W/ 3-10d NAILS (EA. RAIL) 12" DIA. POST HOLE, FILL W/CONC. NOTES: ALL LUMBER SHALL BE S.Y.P. #2, PRESSURE TREATED MATERIAL. ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE ADJACENT PROPERTY. CONSTRUCT (2) 4' GATES SIMILAR. PROVIDE GATE LATCH. THIS DETAIL SHALL BE USED FOR THE ENCLOSURE FOR THE DUMPSTER PAD. THE GATES TO THE DUMPSTER PAD SHALL BE CONSTRUCTED OF SIMILAR MATERIALS. USE STEEL POSTS TO HANG THE DOORS IN LIEU OF THE WOOD POSTS. 0 11 -0) HDCP SYMBOL (WHITE) I in SOLID BLUE BACKGROUN N.T.S. HEAVY ENTRANCE PAVEMENT OUTDOOR STORAGE AREA, N.T.S. N.T.S. AISLE, & ROADWAY PARKING STALLS STONE PAVEMENT TYPICAL SECTION TYPICAL SECTION TYPICAL SECTION 2" SM-12.5AL BIT. CONC. 2" SM-12.5AL BIT. CONC. SURFACE TREATMENT -- SURFACE COURSE 3" BM-25.0 BIT. CONC. :....::::::::.:.:..:. BASE COURSE 6" 21-B-------•. 6" 21-B :::.;::::::::: 8" 21-B --- ---- STONE BASE STONE BASE STONE BASE - COMPACTED SUBGRADE — - Iffilfl— *1wCOMPACTED SUBGRADE =1 I 1=,1 I F COMPACTED SUBGRADE _ OPTIONAL PRIME & SEAL TREATMENT NOTE: THE HEAVY PAVEMENT SECTION SHALL BE INSTALLED IN THE MAIN ENTRANCE TO THE END OF THE CURB RETURNS. THE LIGHT PAVEMENT SECTION SHALL BE INSTALLED IN THE PARKING STALL AREAS AND PARKING AISLES AS INDICATED ON THE LAYOUT PLAN. THE STONE PAVEMENT SECTION SHALL BE USED IN AREAS AS INDICATED ON THE LAYOUT PLAN. YI ** PR. STREET OR CG-11 I a A w AISLE APPROACH TO WI BE THE SAME AS _oI MAINLINE ROADWAY. U' a (RADIUS TO BE AS CL SHOWN ON PLANS) ICIC (RADIUS TO yj��NS SHOWN SIDEWALK..___ O ICA RADIAL COMBINATION CURB &I GUTTER * OPTIONAL FLOW LINE NOTE: WIDTH "B"= 2'-0" MAINLINE R0;OR AS SECTION. SHOWN ON TYPICAL ' PLAN VIEW EDGE OF SHOULDER OR OPTIONAL FLOW LINE 10' kRABOLICI CURVE —�{ 4" I B • r a: •A• ' .r•• CLASS A3 (H.E.S.) Ej CONCRETE rTf SECTION C—C M CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. WHEN THE ENTRANCE RADII CANNOT „ ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, THE VSION JOINT DEPTH FOR SIDEWALK AND CURB RAMPS WITHIN THE LIMITS OF THE RADII SHOULD BE INCREASED TO 7". WHEN STADARD CG-11 IS USED FOR ENTRANCES BUILT IN CONJUNCTION WITH VDOT PROJECTS, PLEASE NOTE THE FOLLOWING: 8% MAX. ** MAINLINE PAVEMENT SHALL BE CONSTRUCTED SLOPE CHANGE _ �. - --" `� D TO THE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION REQUIRED FOR MAINLINE PVMT. D WHICH CAN BE OMITTED IN THE ENTRANCE.) MAINLINE ROADWAY 8% MAX. ® •-__._._v___ �` 5' SLOPE CHANGE MIN. 40' MIN. FOR STREET CONNECTION 20' DESIRABLE FOR COMMERCIAL ENTRANCE SECTION A —A GUIDELINES FOR GRADE CHANGE D ENTRANCE VOLUME DESIRABLE MAXIMUM HIGH (MORE THAN 1500 VPD) 0% 3% MEDIUM (500-1500 VPD) <3% 6% LOW (LESS THAN 500 V D) <6% 8% METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES VDOT 2001 STANDARDS NOT TO SCALE ® RADIAL CURB OR COMBINATION CURB AND ANY GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CC-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE USED WITH THIS STANDARD. ,PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. OPTIONAL FLOW LINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE PONDING OF WATER. HANDICAP PARKING DETAIL N.T.S. HANDICAP SIGN 6' 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. 2. HDCP SIGN MAY BE INSTALLED ON BUILDING, AS DIRECTED BY OWNER. N 04 a w t� o w ° Q w Li 0� O w 0 F•- w CC O HANDICAP SIGN DETAIL N.T.S. 12" x 18" STND. RESERVED RESERVED PARKING PARKING STD, U-CHANNEL POST VAN ACCESSIBLE PENALTY ihOO-$00 PENALTY ihOO-500 TOW -AWAY ZONE TOM -AWAY ZONE VAN HC ACCESSIBLE SIGN PROP. GROUND SIGN STATE ROUTE 622 CEDAR CREEK GRADE SITE ENTRANCE — TYPICAL SECTION N.T.S. in a w WIDTH VARIES 14' (SEE PLANS) 1 /4": 1' Slope 2" 12.5 (SM-2A) BIT. J CONC. SURFACE COURSE 3" IM-1A BIT. CONCRETE BASE COURSE 8" 21-8 STONE SUBBASE COURSE COMPACTED SUBGRADE 1"o I FRONT VIEW PROP. 6' CAR STOP CONTINUOU #4 REBAR EX. PAVEMENT STRUCTURE 8" STEEL DOWELL END VIEW PRE -CAST WHEEL STOP DETAIL NOT TO SCALE ELL HOLE w F- r- 1- u w O O' CL Z CL ER V 0 w C) ®' J_ c UJI Z Z J J U W � V {n F— w 0 U U W Q 0 Z�i"z ob W f-- W U W � F �_ Q W LLJ 0 Q Z > a Z � �0�w 0 Of Z U U Y Lu W cef LA_ m s 6 ■ N cA N (v P- h V) c (0 L 0 0 (0 (0 (0 � W •E V)> v 3 +- C a W v cp .0 o- N v a C c I— L_ I` L` w z O MIN z� Jw w I (n Z OZ il u �¢y'f H of U � A c t i I04 41, SrONAL SURVEY: C.I.: PL-PLC NA DRAWN BY: JOB NO.: PL- PLC 0310010 SCALE: DATE: N/A 02/12/04 SHEET: 5/5