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HomeMy WebLinkAbout57-04 Old Massey Store Office - Gainesboro - BackfileI i N 77 00 u) 0 0 N rn 00 rn 3 w O U L6 0D C? 0 ) W c c� a c� Z W w w Z 0 Z w ;v 0 in? a� N �6 0 , L0 00 U) a� 0 tZ ;o GENERAL NOTES VD0T GENERAL NOTES LEGEND VICINITY AIAP t� 00 � 1. Methods and materials used in the construction of the improvements herein shall conform to U,.e current County construction standards and specifications and/or current VDOT standards and specifications. 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, must be provided prior to issuance of the site development permit. T'he approval of these plans in no way P P P relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment Control Handbook. 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation VDOT and Frederick Count prior to construction in existing State right (VDOT) y p g g, Y 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. q 5. The exact location of all guard rails will be determined by VDOT Ipersonnel. "A joint inspection will be held Count Re Representatives, and Representatives of the Virginia Department of Transportation with the Developer, y p P g P P VDOT to determine if and where guard rail and of paved ditches will be needed. The developer will be (VDOT) g / P P responsible for providing guardrail and paved ditches as determined byr this joint inspection." Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. 6. An approved set of plans and all applicable permits must be avails-lable at the construction site. Also, a representative of the developer must be available at all times. P P 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). 8. All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. 9. All pavement sections on the approved plans are based on a miniimum CBR value of 6. CBR values less than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. 10. All roadside ditches at grades of more than 5% shall be paved witth cement concrete to the limits indicated on the plans and as required at the field inspection. 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conform to VDOT standard SB-1. 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment rior to p q g /P entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all times. 14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines. Information should also be obtained from the appropriate' authority concerning permits, cut sheets, and connections to existing lines. 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current standards and specifications of the Frederick County Sanitation Authority. 16. The location of existing utilities shown in these plans are taken frrom existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical loication of all existing utilities as needed prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction. 17. The developer will be responsible for any damage to the existing :streets and utilities which occurs as a result of his construction project within or contiguous to the existing right-of-way. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to Frederick County Public Works Department prior to issuance of grading and/or site development permits. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. 20. These plans identify the location of all known gravesites. Gravesi.tes shown on this plan will be protected in accordance with state law. In the event gravesites are discovered during construction, the owner :and. engineer must be notified immediately. 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering at (540) 662-4185 immediately of any discrepancies between actual fielld conditions and the approved plan. 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Frederick Count prior to pavement construction. If a p g• Y P P geotechnical report has been prepared, it should supersede the requirements in this note. 23. Contractors shall notify operators who maintain underground utility lines in the area of propose::.a excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within 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 Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from P P this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work the contractor shall be responsible for acquiring all necessary VDOT land use P 4 g Y permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall 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. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction.'- Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six 36 inches cover and when possible shall be installed under roadwaydrainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered duringthe course of construction shall be immediate) brought to the attention of the engineer and VDOT. Y g g Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance tance of an streets, all re uired street si na e and or pavement markings s shall be P Y q g g / P g installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testingof the density control strip. Y P• V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road. and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where .soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined b the engineer and approved b VDOT. Y g PP Y V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. EXISTING INTERMEDIATE CONTOUR - - -- - - _ 35 �- - EXISTING INDEX CONTOUR -- 330 PROPOSED CONTOUR 40 EX E/P EXISTING EDGE OF PAVEMENT PROP E/P PROPOSED EDGE OF PAVEMENT EX GffG EXISTING CURB AND GUTTER -- PROP 686 PROPOSED CURB AND GUTTER G6-6 GG-6R \7 TRANSITION FROM CG-6 TO CG-6R T EXISTING TELEPHONE LINE PROPOSED TELEPHONE LINE T T EXISTING STORM SEWER -� EX. 15 RG} _ PROP. 15" RGP PROPOSED STORM SEWER EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING ELECTRIC SERVICE P PROPOSED ELECTRIC SERVICE P P EXISTING GAS LINE - PROPOSED GAS LINE PROPERTY LINE FLOW LINE •••. •••-r •••- FENCELINE-'XXXXXXXX3. EXISTING POWER POLE EXISTING TELEPHONE POLE �-' EXISTING WATERLINE W/ TEE-��--�--~'�--%i PROPOSED WATERLINE W TEE -w v T / EXISTING FIRE HYDRANT EXISTING WATER VALVE PROPOSED WATER METER m EXISTING REDUCER PROPOSED REDUCER W _�- STOP SIGN , HANDICAP RAMP (CG-12) ;- _�- / DENOTES LOCATION OF STD VDOT SC,TG-Ig AND 0R J RI STRUCTION PARKING INDICATOR Al2 INDICATES THE NUMBER OF TYPICAL PARKING SPACES TEST PIT LOCATION HANDICAP PARKING VEHICLES PER DAY COUNT 100 PROPOSED BUILDING ENTRANCE EXISTING STREET LIGHT -(� PROPOSED STREET NAME SIGN + PROPOSED SANITARY LATERAL CLEANOUT �-- 0 SANITARY MANHOLE IDENTIFIER 12 STORM DRAIN STRUCTURE IDENTIFIER 6O EASEMENT LINE - CENTERLINE EXISTING SPOT ELEVATION 12.0 + PROPOSED SPOT ELEVATION 115 3 EXISTING TREE LINE vf-'� .+�� ��' „ SCALE: 1 = 2000 t O W Z o M Cfl '� N �j os co v C\1 cfl tw .� •" x in CQ o o aoi LU rl a) U (U E( a .., E-• Pr, Q° i / gyp` K'�oo o e , s BatheL.GEange- y 630 1 u,T, �_. �y Burnt F ! o" 654 ��;% ` I °� -•-------._-- - - --- - - - --..,..- .- -- �90 ITECD i our+ `er. ,90; ip 6711 Nuosoe '" 5` ��` 673 coo i CIS eu `, 650 # �^ oUJ 8 I a 0 S� _______ _ s `� W Church u of God �- WOOD REST i g ...._ -._-__ I- I A , o _ EDWA o u`� Ai �F � Bethel �. 7R9 lush SHEET INDEX rn rn m o a aU � G� COVER SHEET SHEET 1 =:Y : EROSION &SEDIMENT CONTROL SHEET 2 EROSION & SEDIMENT CONTROL DETAILS SHEET 3 SITE PLAN SHEET 4 DEMOLITION PLAN SHEET 5 :. a fir, Q GRADING PLAN SHEET 6 '~'' j�' ` ' `. �{ LANDSCAPE PLAN SHEET 7 '" "' �..4 ` SITE DETAILS SHEET 8 z �~� � - z Ul r� Z w z Z d a P, w W (4 W E- A o � � - THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLAN S SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION T OF -' MARK D, SMITH N0.022837 r0� ti SSjONAL� PROJECT INFOR111A TION _ SITE LOCATIO�4 FREDERICK COUNTY PARCEL IDENTIFICATION N.";?.__.._ 42-A-81 LOT AR:`; _= 0.8517 AC. = 0.7200 AC (LOT) + 0.1317 AC (R/W DEDICATION) �" i` DISTURBED :,��F > -,_ 0.91 AC. CURRENT ZONING B-2 _-- CURRENT USE SINGLE FAMILY RESIDENTIAL PROPOSED USE OFFICE SIGI'1S; NONE PROPOSED. ANY FUTURE SIGNAGE MUST CONFORM WITH THE STANDARDS OF SECTION 165-30 OF THE FREDERICK COUNTY ZONING ORDINANCE. PER REZONING APPLICATION #09-04 THE APPLICANTS PROFFER TO LIMIT THE NUMBER OF FREESTANDING BUSINESS SIGNS TO ONE SIGN ON THE 0.85 ACRE PARCEL. THE FREESTANDING BUSINESS SIGN IS PROFFERED TO BE OF MONUMENT STYLE CONSTRUCTION & WILL NOT EXCEED TWELVE (12) FEET IN HEIGHT. OUTDOOR LIGHTING: BY OTHERS --- BUILDING HEI'! ' -'_ MAXIMUM ALLOWED= 35 PROPOSED=28'-0 BUILDING SETBAC?{_ REQUIRED: PROPOSED: FRONT: 35' & 50' FRONT: 60 & 63 SIDE: 10 SIDE: 51' REAR: NONE REAR: N/A PARKING CALCULATIONS F.A.R. CALCULATIONS REQUIRED F,�.RKING: LOT AREA = 31,365 S.F. / 0.7200 ACRES OFFICE = 1 SPACTi, PER 250 S.F. PROP OFFICE=7,100 SQ. FT. OFFICE AREA. = 7,100 S.F./250 S.F. 7,100 S.F./31,365 S.F. = 0.23 = F.A.R. 29 SPACES REQUIRED TOTAL SPACES PROVIDED = 29 HANDICAP SPACES REQUIRED = 26 TO 50 SPACES 2 SPACES PEQUIRED OPEN SPACE CALCULATIONS HANDICAP SPACES: PROVIDED = 2 15% OPEN SPACE REQUIRED 31,365 SF X 0.15 4705 SF OPEN SPACE PROVIDED = 12,600 SF OR 40.17% COMMON SHARED BUFFER ND SCREENING EASEMENT NARRATIVE ,,,-- - ` THERE IS TO BE A 50' C111,.tI11ON SHARED BUFFER AND SCREENING EASEMENT BETWEEN THE LAND OF JAMES FLOWERS JR. AND r' ' _„ . 'ED A. HICKS. THIS BUFFER IS DIVIDED INTO A 25' INACTIVE BUFFER AND A 25' ACTIVE BUFFER. A 15' STRIP OF THE INACTIVE BUFFER IS ON THE LAND OF JAMES FLOWERS, JR. AND THE REMAINING 10' OF THE INACTIVE BUFFER LIES ON THE LAND OF DAVID A. HICKS. THE ENTIRE 25' ACTIVE BUFFER IS ALSO ON THE LAND OF DAVID A. HICKS. W E-, c U ,_.., O E-1 Q > co E.. Z W>. W W � U1 EU7 U-� O W � ,_.., (2-+ > coU O c-)W S P114 Q 0 W ` W � ,---, a+ � � FCSA CONSTRUCTION NOTES 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with theese plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by;, the Authority. 5. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b) The developer/contractor must: 1. make application and pay deposit 2. mark the tap location. 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and install all) water meters through 2" in size. It is the developer's/contractor's responsibility to have the meter b(ox assembly installed correctly. Before a permanent meter is installed: a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. b) The frame and cover shall be set to final grade. c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. d) All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. b) An Application for Service must be made and fees paid before work will begin. c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. OWNERS CERTIFICATE The foregoing Site Plan of the land of DAVID A. HICKS is with the free consent and in accordance with the desires of the undersigned owners, properties and trustees if any. DATE APPROVAL FIRE MAR,SHALL'S' NOTE �_- FR E COUNTY ZONING ADMINISTRATOR DATE *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF PLANNING APPROVAL _ Fire lane markings and signage:/�� Any No Parking signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall's Office. TRIP GENERATION DATA - Project Name: OLD MASSEY SrTORE Project Number: 3865 CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assemmbly. The Authority will install the meter. 710 GENERAL OFFICE 71100 S.F. 11 11/1,000 S.F. 78 Magisterial District: Date of Plan: (Month, Day, Year) e) The Authority will install all sewer laterals. GAINESBORO MAGISTERIAL DISTRICT SEPTEMBER 29, 200 10. Any water service line must have a backflow prevention assembly (;double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1.013. * TA EN FROM ITE TRIP GENERATIO1 7TH EDITION Owner: Address, Including Zip Code & Telephone No. 260 REDLAND ROAD - UTILITY CONTACTS DATE: SEPT. 29, 2004 11. All fire lines shall have a fire service meter assembly and a backfllow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio read remotes are required. DAVID A. HICKS CROSS JUNCTION, VA 22625 (540) 662-7516 Water/ Frederick County Sanitation Authority Phone: Verizon Sewer: P.O. Box 1877 P.O. Box 17398 Winchester, VA. 22604 Baltimore, MD 21297 (540) 868-1061 (301) 954-6282 Power: Allegheny Power Gas: Shenandoah Gas Co. SCALE: N/A Developer: DAVID A. HICKS Address, Including Zip Code & Telephone No. 260 REDLAND ROAD CROSS JUNCTION, VA 22625 (540) 662-7516 HANDICAPPED PARKING' NOTE DESIGNED BY: CR Engineer Certifying Plan: GREENWAY ENGINEERING Address, Including Zip Code & Telephone No. 151 WINDY HILL LANE WINCHESTER, VA 22602 (540) 662-4185 P.O. Box 1458 P.O. Box 2400 Hagerstown, MD 21741 Winchester, VA 22604 1-800-654-3317 (540) 869-1111 Virginia Utility Protection Service 1-800-552-7001 FILE NO. 3865 Handicapped parking spaces and aisles shall slope no greater than 2% in all dlrecetions. SHEET 1 OF 8 0q-7 tl� OKA Q 00 ul 0 0 N 00 a1 3 U) 06 w L0 OD , N O N c a 0 z UU W _z 0 z W a 0 an 1n 7 0 00 M 1n O 0- �o r XY RESPONSIBLE LAND DI5TURE3ER NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PA4RT7 RESPONSIBLE FOR C,4RRYING OUT THE LAND DISTUfRBfNG ACTIVITY ,45 SET FORTH IN THE PLANS. STORMWATER MANAGEMENT POND ORIGINAL GROUND 3 TOP - 896.2 10 YR. ELEV.- 895.1 2 YR. ELEV.- 895.0 1.7' GROUND ELEV. - 894.5 GABION BASKET CLASS I RIPRAP CROSS SECTION OF OUTLET CUSS I RIPRAP TOP OF DNA ELEV. e96.2 EF GABION KIET OUTLET (PERSPECTIVE VIEW) I I I i I I I I I I I 42-A-1�a JAMF-5 P. FLOW>~1�5, J(� IN5T. *) 030010252 ZONE: R4 U C: UNIMPROVED N 83°25'23" IW ,1044' r 7141 EX. UP v ��► v; lk"% `. DRAINAGE GALGULATIONS PRE -DEVELOPMENT DA = 0.91 AC (TOTAL) C = 0.45 02 = 1.99 CF5 QIO = 2.64 CF5 POST -DEVELOPMENT DA#I = 0.11 AC (BYPASS) C = 0.45 02 = 026 CF5 QIO = 034 CF5 = 035 AC (5YPA55) C = 0.50 02 = 0.91 CF5 Q10 = 1.19 CPS + DA412 (TOTAL BYPASS) 02 = 1.11 CF5 QI0 = 1.53 CF5 DA"3 = 0.45 AC C = 0.90 02 = 2.10 CF5 QI0 = 2.15 CF5 TOTAL UNCONTROLLED RUNOFF DA"I+DA*2+DA*3 02 = 321 CF-5 QI0 = 4.29 CF5 DA#3 (ROUTED) 02 = 1.10 CF5 Qi0 = 1.50 CF5 TOTAL CONTROLLED RUNOFF DAOI+DA"2+DA"3 02 = 2.03 CF5 QI0 = 2.60 CFS 5F i C = 0,45 ;7,- -l� _ - ��zzr1' LI II ITS �F C �>4RINC� .dNi� rz�,�li71N�z 1 42-A-80 J>41"IES P. FLOWERS, JR I%lST. c' 040011012 ZONE: RA USE: RE-51DENTIAL LIMITS OF CLEARING AND GRADING EX. MON. I I I I I E�. UP 5F -�°- ^^1� EX. CsRA I { P,A*ANV7t -- - I TlIl.. 42-A-8/ 35_ AG .50- - 1 42-A-S4 FED ELIZABETH CRAItFORD BROUJ �, \ DB18,PGis \ .BONE.- RA D,403 = 0.45 AG ----� � F7 \1 USE: RESIDENTIAL �- � i x_ 11 ST SI4/11 c£'i d E. LEGEER -�� i6 `I3'3I" e` ► y _ L. LEGEER, SP,. EX. P -i. _ �i �2 0300283e I U�•.�. -,�� f ...� UM : f=?E81DENT1,AL q- 2 / 5HARON 5. DOYLE IN5T. w 000006161 � ZONE. IPA LIMITS OF CLEARING USE: C'Oi` Ii' iERCIAL AND GRADING SEDIMENT COMPUTATIONS I 1 I STORAGE REQUIRED I STORAGE PROVIDED I F WFT F1 FV-1 TRAP# DRAINAGE AREA WET CU. YD. DRY CU. YD. WET CU. YD. DRY CU. YD. OUTLET HEIGHT STORAGE DEPTH STORAGE DIMENSION WEIR TOP BERM LENGTH -WIDTH HEIGHT- TOP OF WEIR 1 1 0.45 30 30 30 42 1.5 2.5 15x26 6 1 2.5 2.5 896.0 ER0510N/5EDIMENT CONTROL LEGEND NO. KEY SYMBOL DESCRIPTION 302 CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3.05 O X--X- x SILT FENCE 3.01 IP STORM [DRAIN INLET PROTECTION 328 CIP � CULVERT INLET PROTECTION 3m DD T TEMPORARY DIVERSION DIKE 3.10 Fp TEMPORARY FILL DIVERSION 3.11 ® �a"�J TEMPORARY RIGHT OF WAY DIVERSION 3.12 �..�..�..� DIVERSION 3.13 TEMPORARY SEDIMENT TRAP 3.18 OP OUTLET PROTECTION 3.20 CD -' -' - ROCK CHECK DAMS 333 O --�-- SODDING 338 O O-O O TREE PROTECTION OLIMITS OF CLEARING 2 GRADING DRAINAGE DIVIDES CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START 42-A-62 F WIT HILL ORCHARD, INC. I99.14 AC. ZONE: RA A,e�lr,vqClJLTUrZ4L 5ED""IENT TRAP TO BE CONVERTED TO PERMANENT 5TORMWATER MANAGEMENT POND UPON COMPLETION OF FINAL GRADING AND SITE STABILIZATION. 0 40 THIS SHEET FAR ERASION AND SEDIMENT CONTROL ONLY folmls co O W W W0 C C\2 �t CC G N � 00 M � ti0 y, x Lo � N Lu 0 4(1 0 U Lo (D d (s, U) 1n $-I ;� N O I~ z w E~ � w O 't� O z� °0o yj hF-�I a �D a Q t� W a 5 w w a IT,o 0 N Q � � TH .4 v V v v -+ MARK D, ITH No, 022837 �'IONAL E-+ OOE-r�� �> F-,•-1 V1 1-I o E- w w E- O W c V 1 a z � O � OW � DATE: SEPT. 29, 2004 1 SCALE: 1" = 20' DESIGNED BY: CR FILE NO. 3865 SHEET 2 OF 8 0e�- ?f SOLID WOODS co EROSION AND SEDIMENT CONTROL NARRATIVE Z TEMPORAR Y SEDIMENT TRAP 5TONE CONSTRICTION ENTR,4NCE SILT FENCE CULVERT INLET Deseriptiorn This development, proposes to construct a two story office Electric power, telephone, storm, sanitary, water 4 gas supply CD building with associated oppurtonces on approximately 0.b5 acres. trenches are to be compacted, seeded and mulched within five (5) ku VARIABLE` I PROTECTION Approximately 0.70 acres are to be disturbed under this application. days after bockfilling. No more than 500 feet are to be open at a any one time. Lu i0' MIN. VARIABLE - ENDWALL All cut and fill slopes are to be seeded and mulched within five (5) ORIGINAL I► Date of Construction, Gonstruction will begin following plan approval and EXISTING ELEV. ' ( A PAVEMENT will take approximately three (5) months to complete. p 1.ro 3' days of completion of grading. 67 CU. YD./ACRE • Exist" site eonditkx*i The proposed site has on average slope of 1.6 VARIABLE 90 and drains from west to east. Gurrentl the property is occu led with Drainage swales shall be stabilized with check dams until vegetation Z N OUNTABLE y p p y p FILTER CLOT 6" MIN. A BERM (OPTIONAL) F FILL CU on existing dwelling with two out buildings and a gravel parking area. has been well established, at which time the check dams shall be W o removed. CQ i° SIDE ELEVATION Adjacent areas, This site is bounded on the east by North Frederick � � I 67 CU. YD./ACRE o 4• MAX. Devices listed above are considered minimum erosion and sediment I (EXCAVATED) EXISTING Pike (U.S. Route #522), on the south by Burnt GhurchRoad (State Route 0 o ��' MIN. controls. Additional control measures may be necessary due to Q >~ "" � CO c FILTER CLOTH ORIGINAL GROUNp #678), residentual commerical use property and on the north by y y CD LO ELEV. B IUASHRAGK 10' MIN. residentuol use property. contractor phasing or other unforeseen conditions. It is the 'cw , (OPTIONAL) contractor's responsibility to provide additional measures to those I �, *SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP shown as needed in order to control erosion and contain sediment � Cd '0007� Off site areasi No off site areas are to be disturbed under this x `O � EXISTIN 0 application on site. All measures shall be installed according to the standards W >N Q) a) [12'MINA PAVEMENT and 5 ecifications in the Vir inia erosion and sediment control 0 U) 0 CROSS SECTION O F OUTLET _i _ o TOE 0 Solisi The existing soil conditions were obtained from the USDA Soi Is handbook. g W aLO tin POSITIVE DRAINAGE 10' MIN. o o Survey. The soils on this site consist of Fredrick-Poplimento Loam 04B) 7� 000' VIDOT 01 COURSE TO SEDIMENT SILT FENCE � � Mab1te11Qt1ce Program All control measures shall be inspected daily � Ln CLASS I RIPRAP AGGREGATE B TRAPPING pEvICE •DIsrANCE IS 6' MINIM FLOW and Timberville Silt Loam (40B). Both of these soils are classified with a by the site superintendent or his representative and within 24 hours '-' E' LENGTH (IN FEET), = IS TOWARD EMBANKMENT slight erosion hazard 6 X DRAINAGE AREA after any storm event greater than 0.5 inches of rain per 24-hour (IN AC.) .� PLAN VIEW FLOW Critical creasi There are no critical erosion areas on this site period. Any damaged structural measures are to be repaired by the \_ DIVERSION end of the day. Seeded areas shall be checked regularly to ensure _ / * that a good stand of gross is maintained. All areas shall be N Q 0 �. Erosion And and esi Unless nl ss otherWime Indicated, n es shallbeit fertilized and reseeded as needed until gross is established. •0 NONE COMBINATION N iz MIN constructed and maintained according to the minimum standards and 0 Trapped sediment is to be removed os required to maintain 50% w MIN.3" MIN. specifications of the Virginia erosion and sediment control handbook. 3" 1.o• 5, trap efficiency and disposed of by spreading on site. ( - {• I Structural Mea.AX'68� //// II il-li' Inlet protection shall be checked regularly for sediment bulld-up. If PL TER CLOT SECTION A -A Install Temporary Construction Entrances with Wash Racks (3.02) at the gravel outlet is clogged by sediment, it shall be removed and / cleaned or replaced immediately. 1 / COARSE AGGREGATE ��- FLOW entrance on Burnt Ghurch Road to minimize mud being carried onto the r r \ '�, -� 2.5' paved roadway. EXCAVATED ALTER CLOTH The contractor is responsible for keeping existing public roads in a AREA ____� �� Silt fence (3.05) shall be install as shown on the plans to intercept and clean, dust and mud free, condition at all times. Z / t F detain small amounts of sediment from the distrubed areas during �i ** «VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE CLASS I RIPRAP construction... �� aid sedllment coi>Itrol pr '" am1 H COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 TO REPLACE SILT FENCE IN " HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED I. Hold pre construction meeting on site with inspector. W Install culvert inlet protection (3.08) at existing culvert inlets as shown on 2. Install construction entrance. OUTLET (PERSPECTIVE VIEW) REINFORCED CONCRE SECTION B-B DRAIN SPACE plonsto provide erosion control at culvert inlet. 3. Clear and grub the areas necessary for installation of the SOURCE: VA. DSWC PLATE. 3.13-2 E9D_3= SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 diversion dike, sediment traps, and silt fence. Gonstruct diversion dike (3.12) as shown on plans to devert runoff to 4. Obtain inspector's approval prior to beginning grading operations. sedement trap. 5. Gleor and grub remainder of site. 6. Rough grade the site and begin utility installation. CONSTRUCTION OF A SILT FENCE DIVERSIONS Temporary sediment trap (5.13) as shown on plan shall be constructed. It 1. Final grading. shall detain runoff long enough to allow the majority of sediment to settle 8. Restoration and stabilization of disturbed areas. (WITH WIRE SUPPORT) out prior to leaving the site. Fill slope surface shall be left in a ci. Remove erosion and sediment control measures with the approval w 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. roughened condition to reduce erosion. of the inspector. E-+ TRENCH UPSLOPE ALONG THE LINE 1' OF POSTS. 10% SETTLEMENT Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed Q 0.3' FREE BOARD on all critical slopes (3:1 or greater) and as needed to stabilize Notes The Frederick Gounty Public Works and Engineering Department _ disturbed areas. retain the right to add and/or modify these erosion and sediment control measures during the construction process, within reason, to O DESIGN FLOW DEani Vegetative Measures ensure adequate protection to the public and the environment.' -10HEE:511111111 R ro 11111 Iffiffillill 1011111 -11 Permanent or temporary soil stabilization shall be applied to denuded Seeding schedule (soil stabllization)i r - f _ areas within seven (7) days after final grade is reached on any portion of ARK D, SMITH the site. Temporary soil stabilization shall be applied within seven (7) I. All permanent seeding shall be in accordance with section 5.32 of days to denuded areas that may not be at final grade but will remain the VESGH. 'o No,022837 W J TYPICAL PARABOLIC DIVERSION dormant for longer than fourteen (14) days. Permanent soil stabilization 2. Spread topsoil at a minimum depth of four (4) Inches. �� �p�5 �- shall be applied to all areas that are to be left dormant for more than 3. Incorporate pulverized agricultural limestone into the topsoil at SS, Cs 000 square feet (2 tons per acre). ZONAL six (6) months. a rate of c12 lbs. per I, q p FLOW -I III I�" - III II" 4. Fertilize with 10-10-10 fertilizer at a rate of 23 Ibs per 1,000 4 10% SETTLEMENT Topsoil that has been stockpiled shall be surrounded with silt fence and square feet (1,000 Ibs per acre). �= 0.3' FREE BOARD protected by mulch and/or temporary vegetation immediately after 5. Seed all areas with a seed mix consisting of 61% Kentucky 31 Tail 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE eroding. Fescue and 53% Red Top Glover. FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. 6. Mulch all seeded areas With straw mulch applied at a rate of DESIGN FLOW DEPTIA All earth berms, diversions and sediment trap embankments are to be 5,500 Ibs per acre anchored with cutback or emulsified asphalt machine -compacted, seeded and mulched (hay mulch or straw) for applied at a rate of 200 gallons per acre.TF W temporary and/or permanent vegetative cover within five (5) days after > construction Dust control) E' I. Temporary seeding shall be applied to ail disturbed areas subject to little TYPICAL TRAPEZOIDAL DIVERSION Erosion control mats shall be installed over steep (2:1) cut and fills slope or no construction traffic. which have been brought to final grade and seeded to protect from rill 2. All haul road and other heavy traffic routes shall be sprinkled with water (III -�/' - °' :;• II�� and gully erosion, until the surface 15 wet, and repeated as needed to control dust. E 10% SETTLEMENT Management Strategies, FLOW G.c✓ I = j ® Off FREE BOARD Construction shall be sequenced such that eroding o eratfons will begin Note; O E- ' and end as quickly as possible. g g p g All construction of storm water ponds and drainage structures shall be III - _III _ II certified by a professional engineer. As -built drawings with a sealed letter of Q oEs,cN now DEarN _ EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.imillilmilliMilli The site superintendent shall be responsible for the installation and approval from the certifying engineer shall be submitted to the Frederick _ maintenance of all erosion and sediment control measures. Maintenance bounty Department of Public Works upon the completion of the project. of these measures throughout the project is critical to the effectiveness Q E­ FILTER FABRIC of the program. R, W �D - After areas above controls have been stabilized, the controls shall be TABLE 3.32-C Q �+ Q WIRE TYPICAL VEE-SHAPED DIVERSION SITE SPECIFIC PERMANENT SEEDING MIXTURES H U cleaned up and removed. FOR APPALACHIAN/MOUNTAIN AREA [--, CD < CD (.0 SOURCE. Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PILATE. 3.05 1 Total Lbs. U Shervood do Wynn Source: Va. DSWC Plate 3.12-1 TABLE 3.31-B Minimum Care Lawn Per Acre ~ ao - Commercial or Residential 200-250 lbs. Q W u7 ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS - Kentucky 31 or Turf -Type Tall Fescue 90-100% `Z oN - Improved Perennial Ryegrass * 0-10% W Q w "QUICK REFERENCE FOR ALL REGIONS" - Kentucky Bluegrass 0-10% 0 W 00 High -Maintenance Lawn Q U) �+ tr Rate Minimum of three (3) up to five (5) varieties of W W i- bluegrass from approved list for use in Virginia. 125 lbs. LU Planting Dates Species (Ibs./acre) U) General Slope (3:1 or less) 06 o W - Kentucky 31 Fescue 128 lbs. r-J- LO Sept. 1 - Feb. 15 50/50 Mix of - Red Top Grass 2 lbs. �4 CID M Annual Ryegrass - Seasonal Nurse Crop** 20 lbs. Q (Lolium multi-florum) 150 lbs ~' o & 50 - 100 Cereal (Winter) Rye Low -Maintenance Slope (Steeper than 3:1) Q cn (Secal cereale) - Kentucky 31 Fescue 108 lbs. CU - Red Top Grass 2 lbs.121- w Feb. 16 - Apr. 30 Anual Ryegrass 60 - 100 - Seasonal Nurse Crop** 20 lbs.- Crownvetch *** 20 lbs. Z (Loliium multi-florum) 150 lbs W * Perennial Ryegrass will germinate faster and at lower soil LU Z May 1 - Aug. 31 German Millet 50 temperatures than fescue, thereby providing cover and erosion C� (Setrma itMillet resistance or seedbed. Z DATE: SEPT. 29, 2004 W ** Use seasonal nurse crop in accordance with seeding dates as stated below: `o March, April through May 15th Annual Rye co May 16th through August 15th Foxtail Millet SCALE: N/A N Seeding August 16th through Sept.,Oct. Annual Rye 0) November through February Winter Rye aJ, Seed shall be evenly applied with a broadcast seeder, drill, DESIGNED BY: CR cuitipacker seeder or hydroseeder. Small grains shall be *** If Flatpeo is used, increase to 30 lbs./acre. All legume seed 0 planted no more than one inch deep. Grasses and legumes must be properly inoculated. Weeping Lovegross may also be shall be planted with no less than 1/4" soil cover. included in any slope or low-maintance mixtures during warmer FILE NO. 3865 00 seeding periods; add 10-20 lbs/acre in mixes. co a� SHEET 3 OF 8 w 0 CL V'6-% �o X SC Q 0 0 0 N co 00 M 0 a� U) c co 0 z w w z z w a) 0 U) Q) Ca 70 I I 1 I I I I 1 I 1 I VARIES EX EP ..• .,•z a: 12' 1.5 " SURFACE SM-12.5A LIMITS OF BITUMINOUS SURFACE 5' POINT OF 3" BASE FINISHED GRADE / BM-25 \ `8" TYPE 1 SUBBASE L/M/TS OF SUBBASE AGGR. BASE 21-B COMPACTED SUBGRADE SHALL BE COMPACTED TO 957 DENSITY AT OPTIMUM MOISTURE CONTENT PER VDOT VTM-1 METHOD NOTE: ULTIMATE PAVEMENT SECTION SHALL MEET OR EXCEED THE EXISTING PAVEMENT SECTION ON VALLEY AVENUE. THE CONTRACTOR SHALL PERFORM A TEST BORING FOR VERIFICATION PURPOSE. STANDARD TYPICAL SECTIOIN FOR ENTRANCES, TURN LANES AND TAPER PAVEMENT DES16N BASED ON A SUBGR4DE CBR DESIC,N wALUE OF 6. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMIINATION OF REQUIRED PAVEMENT SECTION THICI<NESS PRIOR TO CONSTRiJCTION. ONSITE T rFICAL FAVE IENT SECTION NOT TO SCALE Ti;;�AVEL 15LE5 a dumb 4 we-ft 99 wo wo �w%mewi-mamm; PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 6. SOIL TEST OF THE SUBGRADE MUST 5U5MITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNE55 PRIOR TO CONSTRUCTION. Dt-pvmt3 42-A-19 42-A-80 JAMES P. FLOWERS, JR I JAMES P. FLOWERS, JR. INST. " 030018252 INST. 0 040011012 ZONE- RA ZONE: RA USE: UNIMPROVED USE: RESIDENTIAL 50' COMMON SNARED BUFFER d SCREENING EASEMENT 10 320.44' 6' WOODEN FENCE �\ 153.5' = RESIDENTIAL USE BOUNDARY 6' WOODEN FENCE \ --- \ /__.`- --l' _-% ! i-! / •� - — --- $r-= -- -_L i-%� -- --:'_ter' '� _ ,- \ e..! �` IT x 45' _ DAVID A. N/CK5 \ LOADING�P4CE ZONE: B-2 EX. UP . x`Sii ` \ U I 085i7 ACRES ILL 2220 100, 2' GONG. TRENCLH . FERN ELIZABETH CRAWFORD BROWN-, DB 18, PG 115 p�'�, cG\ -A ZONE: RAq'Py /p� \ USE: RESIDENTIAL SFq� S \ ONSITE T�rf=ICAL FAVE1 LENT SECTION NOT TO SCALE FARING STALLS PAVEMENT DE51GN BASED ON A 5UE36RADE CBR DE51GN VALVE OF 6. 501L TEST OF THE SUBGRADE MUST 5U5MITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. 25 1,100 SF 2 STORY OFFICE FF = 898.80 -6 CG-6 25' T TAPER END ' ... 10, REATMENTr 4 50, EX. MON. I I I I I I I I E' UP I I 5 �o �e (OE>A5 . C. I /F rFT' CONCRETE TRICKLE TRENCH DETAIL NTS 15' MAINTENANCE EASEMENT �3 CONCRETE ,10' LANDSCAPE 10' INACTIVE BUFFER=s E, 5EMENT - j �, • DISTANCES NAVE BEEN REDUCED PER THE FREDERICK COUNTY 25' ACTIVE BOARD OF SUPERVISORS DISTANCE BUFFER WAIVER DATED 4/26 /05. w. BUFFER, ,x U (x/ I N -40' ACTIVE ' 1a3� L1 BUFFER" w Y 1 z N N \ I CC W 42-A-62 I I U1 1-- C , FRUIT HILL ORCHARD, INC. 199.14 AC. ZONE: RA 0 (c AGRICULTURAL U. Z T 4 �I X. 5TM 5i, m. 1T „ A T � lSr N F \ SEE HC DETAIL �"? NSHEET 8 444 \ \ \�FO� 2 CO BOLLARDS ` SEE DETAIL v€ �l SHEET 6 X. MON. } N Fx. WELLGCx-6 �=X. UP �. `A ---_ 2' CURB CUT ' r• PAR<I,, e 15, R/W DEDICATION �MPs UA "€ r �� 42-A-83 SHARON E. LEGEER GARRY L. LEGEER, SR I EX. UP — _ ' INST. " 030026386 c� ZONE: RA' USE: RESIDENTIAL 42-A-82 SHARON S. DOYLE 1 INST. 0 000006161 ZONE: RA USE: COMMERCIAL I I 20 10 0 20 SCALE: I" = 20' cc O W Lu Z t� Z W 0 LO >- ' a.� . . U W >% in 0 cc U a�+ao LO ~ E- ^ t\ rr N O -K W co 0 w U) E- z � w 0 0 z�� z o U) z 5 a x W � w a a Q Q U) w 5 U) 5 a w Ln � ` W o Q -'t LO p MARK D. SMITH v Noo•022837 A SIGNAL W 0 ram-•+ E co Q - a W O O (2)W z J 0 � � DATE: SEPT. 29, 2004 40 I SCALE: 1" = 20' DESIGNED BY: CR FILE NO. 3865 SHEET 4 OF 8 XY m ¢ 0 Lo 0 0 N rn co 3 z J D_ T N N L0 00 M a� L- I EX. MON. W i W I Z I Z W Lo CD co 04 � co ° 300 za al)0 x Lo� I W 'o o o � W I �L;. U I Lo crj U)(n I N O o wtn E .UP S� I E- z w o I Z Q N 83°25'28" W 320.44' �15A. 5 ._ \ \F-X Ex. Ea Lo \ \ \ ` \ F,1?;�6 TO BE REMOVED � Q \ {e:`� \ \ DAV/D A. HICKS / / ZONE. S-2 EX. 5LD6. � it I �I \\ ul mot• OFAll �I �\ EX. UP TO BE REMOVED N I je-N r \ \ /s\ \ 8`Ix EX./�, w MARK D• MITH \ \ \ \ \ SHED lu l No• 022837 O .- `��5 �/ \ \ \ TO BE REMOVED I '� W � Cyr ZONAL \ \ ui \ \ \ \ EX. PROP. TANK I'/ 1 CC O \ � \ TO BE REMOVED I \ \ \ \ \ EX. HOUSE EMVED TO BE RO 5TM D Ex , TO 155 J� w Q, X. MON� E 74, TO BELSAVED EX. Uf cl) > rill - To E, �TF 0�� 90 _ '�° �, o W c Q .� .. co EX. UP H J � a � DATE: SEPT. 29, 2004 SCALE: 1" = 20' 20 10 0 20 40 SGALE: 1" = 20' DESIGNED BY: CR FILE NO. 3865 SHEET 5 OF 8 Cyr it Q rn M O M LO O O N OD na C� 0 00 M 0 a� CO 2i uO co OD cM U) N O OV-4 EXISTING BOUNDARY LINE 6' HIGH OPAQUE FENCE -10'MIN 10' MIN. EVERGREEN (TYP;�j DECIDIOUS (TYP) L,4ND5CAf'E 5UPPEF DETAIL -- ----- - -- -- - W / _F FEN C E --- **TFF-E FLANTING SCHEDULE SYMBOL NO. COMMON NAME HEIGHT C,ALIf=ER 35 RED CEDAR 4' - 0 28 CHINESE HOLLY 4' - 4- 1 5AWTOOTH OAK - 211 ® 9 DOGWOOD - 211 �f 7 SUGAR MAPLE - 211 5 RED MAPLE - 211 ® 2 Y05HINO CHERRY - 211 I I 1 1 1 I O 42—A-T� JA:MES P. FLOWEI -,5, JR INST. 11030015252 ZONE: RA USE: UNIMPROVED 50' COMMON SHARED BUFFER d SCREENING / i i , / / / % , / , /7 EASEMENT 6' WOODEN FENCE INST. #040020440 'k2) - � EX. UP ` \ 10 42-A-34 FERN ELIZABETH C.RAU,x DSla, PG1 ZONE: RA USE: RESIDENT moo. &� �eeloogC 090 IRON E. LEGEEI ::. RY L. L.EGEER, 6R- Ih•IST. �` 03002u3&6 ZONE: "FZA U" E: RESIDENTIA4- 42—A-50 JAMES P. FLOWERS, JP, INJT, " 040011012 ZONE: RA USE: RESIDENTIAL 1535' = RESIDENTIAL USE BOUNDARY 6' WOODEN FENC LANDSCAPE CALCULATIONS *PARKING LOT REQUIREMENTS* TOTAL PROPOSED IMPERVIOUS AREA = 14,391 SF REQUIRED PERIMETER TREES = 14,391/2000=8 PROVIDED 79 PERIMETER TREES REQUIRED INTERIOR PARKING LOT = 5% AND 1 PER 10 SPACES 29 SPACES/10 = 3 TREES REQUIRED PROVIDED 6 INTERIOR TREES TOTAL REQUIRED TREES = 11 TREES TOTAL PROVIDED TREES = 85 TREES *REQUIRED LANDSCAPING PER CATEGORY "B" ZONING DISTRICT BUFFER* RESIDENTIAL USE BOUNDARY = 153.5' LANDSCAPE DENSITY = 3 PLANTS PER 10 LINEAR FEET = 3 PLANTS X (153.5'/10') = 46 PLANTS % EVERGREEN TREES — 31 REQUIRED PROVIDED 32 EVERGREEN TREES Y3 DECIDUOUS TREES = 15 REQUIRED PROVIDED 15 DECIDUOUS TREES *REQUIRED LANDSCAPING PER COMMON SHARED BUFFER AGREEMENT* TOTAL LENGTH OF BUFFER = 228' 3 TREES PER 10 LINEAR FEET = 3 TREES X (228'/10') = 69 TREES PROVIDED 71 TREES **TOTAL TREES PROVIDED FOR SITE = 87 TREES ** FOR A TOTAL TREE COUNT PLEASE REFERENCE THE PLANTING SCHEDULE ON THIS SHEET EX. UP - - 42-A-a2 SHARON 5. DOYLE INST. k' 000006161 ZONE: RA USE.: C + r ERCIAL ;................... ... _ 1 1 IJ R vEL A 15' MAINTENANCE EASEMENT 10' LANDSCAPE 10' INACTIVE BUFFER•• BASEMENT � w m ' \ '* DISTANCES HAVE BEEN REDUCED PER THE FREDERICK COUNTY 25' A TIVE BUFFER BOARD OF SUPERVISORS DISTANCE BUFFER WAIVER DATED 4/26/05. �, Lu r- cn �-�40 ACTIVE BUFFER" W I� z Y_ �o cl.� N iCc W i W P CC cy— U. 200' - 3' �IGH _ BOXUJC.7dD �..._, \ II 42—A-62 F'"RUIT HILL ORCHARD, INC. 199.14 AC. ZONE: RA AGRICULTUR-4L h A O) m (A h 107 N O b .�Nyy � 1-1 aw� w 9 O U O U O z a a W � w � w w rz W 0 0 Q CO 00 NH MARK D, SMITH No, 022837 W SIGNAL W C 0 � Q 7 W � W W E- O U CO Q c Q o w O � DATE: SEPT. 29, 2004 SCALE: 1" = 20' DESIGNED BY.- CR FILE NO. 3865 SHEET 7 OF 8 Q tO O 00 LO O 0 N 00 3 .a (n J I- W W 1- to Lo c0 I? Co O U) C (a a CD _Z X W W Z_ G Z W 0) L U) 0) t� t0 a 0 ; u (0 co M a� .a o a )� XY SIGN SHALL BE LOCATED SUCH THAT IT WILL NOT BE OBSCURED BY VEHICLE PARKED IN SPACE F.C. SIGN (SEE DETAIL) a N 2% MAXIMUM SLOPE IN ALL DIRECTIONS HP-1 Dt-dumppad LIGHT COLORED REFLECTIVE BACKGROUND ILAT'L �ZI DARK COLORED 2• LETTERS k 3/8' BORDER RESERVED INTERNATIONAL SYMBOL PARKING OF ACCESSIBILITY 241 9 ®!4' 4PIPEnLLED 4.0' MIN. za' MAx. DISPLAY CONDITIONS UNLAWFUL STITH (CONCRETE PARKING IN THIS SPACE IS SUBJECT TO A FIN OF DARK COLORED REFLECTIVE /$50.00 TO 100.00 BACKGROUND MATERIAL LIGHT COLORED I' LETTERS RAMP FOR HANDICAPPED MUST ME LOCATED AT SANE POINT ADJACENT TO THiE 8' AISLE, HANDICAPPED PARKING SPACE DEf/AIL WIRE MESH REINFORCING V.D.O.T., ROAD AND BRIDGE STANDARDS SECTION 30124 CLASS A-3 CONCRETE 6?" BASE 21-4 (COMPACTED TO 135% DENSITY AT OPTIMUM MOISTURE CONTENT, VDOT VTM-I METHOD (NOT TO SCALE) I"X4"X4'-8" SLATS, 2-FINISH NAIL AT TOP AND BOTTOM 2"X4"X4' BEAMS. TOE NAIL TO I 411X411X8' P05TS NOTES: I. PRESERVATIVE STAIN ON ALL WOOD. _ `^ COLOR TO MATCH THAT OF BLDCx. 2. FINISHED 51DE OF FENCE SHALL FACE m ADJOINING PROPERTY, IF APPLICABLE. COMPACTED GRAVEL 1 11 Ti- 1.100D PENCE DETAIL FOR DUl" fPSTER ENGL05IJE'E NOT TO SCALE cc-12A A PERMISSIBLE -►n 8'-0" 4'-0" CONSTRUCTION 1 #5 DOWELS, 8" LONG BACK OF CURB I JOINT 4'-0 0 12' C-C 12.1 MAX. 48:1 MAX. onaw 4U2' MIN. 20:11 1�I N �-- 2'•--1 SECTION A -A 8 10:1 MIN. B ` MAX. 7,77 PERMISSIBLE L TANGENT PLAN JarNsraucnoN TRUNCATED DOMES A SECTION B-B A 4' SQUARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL 4' M/N r�BE PROVOM THE MARKED wTTHIN CROSSWALK AREA 5 5' MIN. 4' 5' MIN. 10:1 MAX. caosSwNx 1 10:1 MAX• �cr:asswAix� � ALTERATIONS TYPICAL PLACEMENT CROSSWALK TYPICAL PLACEMENT AT INTERSECTION II AT INTERSECTION WITHIN CROSSWALK DIAGONAL VARIATION WITHIN CROSSWALK (WITH BUFFER STRIP) + THIS DESIGN TO BE USED WITIH CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LAI DING (48' WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR AILTERATIONS. 1. DETECTABLE WARNING TO BE CLASS A-3 (CONCRETE (CLASS A-4 IF PRECAST) WITH SUP RESISTANT INTEGRA' "DIA. SURFACE COVERING THE FULL WIDTH OF TINE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF �- PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WRH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED DIA. WITH THE APPROVAL OF THE ENGINEER. 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED TRUNCATED DOME IF CAST -IN -PLACE OR PRECAST IN TOP SURFACE THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A DETAIL CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDING FLARED SIDES). OR FEOERAL TRUNCATED DOMES SAFETY YELLOW 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSABLE CONSTRUCTION JOUNT WITH REQUIRED BARS. 2)g" C-C 4. IF RAMP FLOOR IS PRCAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES 0000 CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. O 0 O O O O 00 O 000 O 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 11-. 6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT 0 0 0 0 o 0 0 o o 0 0 0 0 0 0 FOR CURB/CURB AND GUTTER. 2%" C-C 0 O O O O 0 0 O 00 00 O 0 O o 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRESTED BY THE ENGINEER. THEY ARE TO 0 0 0 0 0 0 0 0 0 0 00 0 0 0 N BE PROVIDED AT INTERSECTIONS WHENEVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT-OF-WAY OF A HIGHWAY 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FACILITY CROSSES A CURB REGUARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY 0 000 0 000000 0000 MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, 0 0 0 0 0 000 0 0 0 0 0 0 0 AND SHOULD NOT BE LOCATED BEHIND VEIHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP 0 0 0 0 0 0 0 0 00 000 0 0 INLETS, ETC. ACCESSIBLE ROUTES PROVIDIE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SUP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENNTS OF A FACILITY THAT CAN BE APROACHED, ENTERED, AND VARIABLE I USED BY PEDESTRIANS. I---4' MINIMUM" 8, RAMPS MAY BE PLACED ON RADIAL OR TAINGENTLAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED PAY LIMITS WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS DETECTABLE WARNING PERPENDICULAR TO THE CURB. DETAIL g. TYPICAL CONCRETE SIDEWALK IS 4" THICK.. WHEN THE ENTRANCE RADII CANNOT ACCOMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUICK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED SHEET 1 OF 3 TO 7 CG-12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE REV.,/84 TYPE A (PERPENDICULAR) APPLICATION 105 203.05 02 VIRGINIA DEPARTMENT OF TRANSPORTATION NOTES: 1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB do GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER qHA1 L BE CONSTRUCTED PAREIIEL To THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-7 IS REQUIRED. D'. D p D, 1� D C The bottom of the curb and gutter may be constructed parallel to the slope of subbase courses provided a minimum depth of 7' is maintained. This area may be concrete REFER NCEN COMBINATION 6" CURB & GUTTER Los sot VIRGINIA DEPARTMENT OF TRANISPORTATION 201.03 6" dia. schedule 40 steel pipe filled with concrete 31 and painted yellow 21 18" dia. concrete /\ encasement (radius to be as < shown on plans) '^ ST'D CG-12,\ ..� 0 4' SIDEWALK 6" Expansion Joint Note: Width "B' 2'-0" or as shown on typical section. WELL HEA 71 \\ 5, I 1I -611 I BOLLARD DETAIL NTS WOK Street approach same A surfacing as mainline -1 roadway c J®Radial ombinaton curb and gutter (St'd. CG-6) I }I* Optional Flow Line o -Z_ .q A fI Mainline roadway PLAN VIEW (Radius to be as shown on plans) 6" Class A3 (H Concrete Expansion Joint 31 I if B l� ! ,":r - yx.��•r►ira.� f 10' Parabolic Curve Edge �--D ® Construct Grade changes with a parabolic curve. of shoulder /! 8% Max. ® or Optional Flow LineI Slope Change D When St'd. CG-11 is used for entrances built in conjunction with VDOT projects, please Mainline Roadway note the following: 8% Max Slope Change ® DMainline * pavement shall be constructed D to the R/W line (except any subgrade 40' Min. for Street Connection stabilization required for mainline pavement which can be omitted in 20' Desirable for Commercial Entr. the entrance.) 5' Min. SECTION A - A A Radial curt or combination curb and gutter shall not be constructed beyond the R/W line except for Guidelines for Grade Change D replacement purposes. When used in conjunction with standard Entrance Volume Desirable Maximum CG-3 or CG-7, the curb face on this Standard is to be adjusted to match the High (more than 1500 VPD) 0 % 3 R mountable curb configuration. Medium •500-1500 VPD t 3 9: - 6 R See Standard CG-12 for Curb Ramp design to be used with this Standard. Low (less than 500 VPD) 6 % 8 R © When the entrance radii cannot accommodate the turning requirements of anticipated heavy truck traffic, consideration should be given to increasing the depth of adjacent proposed sidewalk to 7 inches. X Optional flowline may be used for entrances in cut sections. Optional flowline may require warping of a portion of gutter to preclude ponding of water. SEEFER REFERENCE RMETHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 Greenway Engineering January 27, 2004 Oi, Massey Store Rezoning Revised July 8, 2004 OLD MASSEY STORE REZONING Tax Parcel 42-((A))-81 Gainesboro Magisterial District Preliminary Matters Pursuant to Section 15.2-2296 Et. Seq. of the Code of Virginia, 1950, as amended, and the provisions of the Frederick County Zoning Ordinance with respect to conditional zoning, the undersigned applicant hereby proffers that in the event the Board of Supervisors of Frederick County, Virginia, shall approve Rezoning Application # 09� for the rezoning of 0.85 acres from the RA, Rural Areas District to establish 0.85 acres of B2, Business General District, development of the subject property shall be done in conformity with the terms and conditions set forth herein, except to the extent that such terms and conditions may be subsequently amended or revised by the applicant and such be approved by the Frederick County Board of Supervisors in accordance with the said Code and Zoning Ordinance. In the event that such rezoning is not granted, then these proffers shall be deemed withdrawn and have no effect whatsoever. These proffers shall be binding upon this applicant and their legal successors, heirs, or assigns. The subject property, more particularly described as the lands owned by David A. Hicks and Linda W. Hicks being all of Tax Map Parcel 42-((A))-81, and further described by Deed Instrument 030024908 recorded in the Frederick County Clerk of the Court Office on October 29, 2003. The applicant hereby proffers the following: A.) Land Use Restrictions The applicants hereby proffer to limit the land uses for the 0.85-acre parcel to the following: Land Use SIC General Business Offices ----- Finance, Insurance & Real Estate Offices ----- Legal Services 81 Engineering, Architectural and Surveying Services 871 Accounting, Auditing and Bookkeeping Services 872 Management and Public Relations Services 874 File H3865/EAW Greenway Engineering /17 January 27, 2004 Olu Massey Store Rezoning Revised July 8, 2004 B.) Site Access The applicants hereby proffer to prohibit any connection to North Frederick Pike (Route 522 North) and to limit access on Burnt Church Road (Route 678) to one commercial entrance. C.) Structural Development 1. The applicants hereby proffer to limit the development on the 0.85-acre parcel to a maximum of 8,000 square feet of structural area. 2. The applicants hereby proffer to limit the structural height to thirty-five (35) feet from the first floor to the apex of the roof. 3. The applicants hereby proffer to utilize similar construction materials on all building walls including brick, vinyl or dryvit, and that the roof will be standing seam metal or dimensional single construction. 4. The applicants hereby proffer to develop the structure in substantial conformance with the perspective rendering entitled "Hick's Construction", prepared by Design Concepts and dated June 1, 2004. D.) Business Signs The applicants hereby proffer to limit the number of freestanding business signs to one sign on the 0.85-acre parcel. The freestanding business signs is proffered to be of monument style construction and will not exceed twelve (12) feet in height. E.) Outdoor Storage The applicants hereby proffer to prohibit outdoor storage on the 0.85-acre parcel. F.) Monetary Contribution for Fire and Rescue Services The applicants hereby proffer to provide a cash payment of $1,000.00 to mitigate impacts to Fire and Rescue Services. The applicants will provide the cash payment to Treasurer of Frederick County, Virginia at the time of building permit issuance for the 0.85-acre parcel. G.) Signatures The conditions proffered above shall be binding upon the heirs, executors, administrators, assigns and successors in the interest of the applicant and owner. In the event the Frederick County Board of Supervisors grants this rezoning and accepts the conditions, the proffered conditions shall apply to the land rezoned in addition to other requirements set forth in the Frederick County Code. File /l3865/EAW 2 Greenway Engineering January 27, 2004 01. Massey Store Rezoning Revised July 8, 2004 Respectfully Submitted: By:> 7 �� David A. Hicks D to By: �iJ) �� ��� �� 4( Linda W. Hicks )date Commonwealth of Virginia, Ci Coun f EtrIC� To Wit: The foregoing instrument was acknowledged before me thisZ-14"day of l 2021-by _ id A. i - CLS, Li r&5C1 W,. 4(&�s -F-E. 1IVid, A. 14iC S Notary Public My Commission Expires Febnaa ru 2q 2.00s O W W Z Z W C\2 O � C\2 C\1 r I a 1~ - C\2 00 U ' ono 1 trrn ;9 I � ~>IL� � C I CO � x LO W � Q) 0 1 I ��°' W U) a) a) 0 0 -T Ln tL0 U C) � E4, a) o IkIlliI al .0 �) 9 W t/) w rn F z W 0 U z� O z � a w a, Q W rn w OF MARK D. SMITH v No, 022837 W ` _ ONAL W lm E- U O E_ Q � Cl) >= W 1� 1 O0 ^W H E- L � 1 Pi H O � DATE: SEPT. 29, 2004 SCALE: N/A DESIGNED BY: CR FILE NO. 3865 SHEET 8 OF 8 01 7� EXISTING BOUNDARY LINE ' "{H OP ^ "''C FENCE - n G r %.X-� 10' MIN 10 MIN. L EVERGREEN (TYP DECIDIOUS (TYP) LANEDSCAFE 5U'FFEfR pETAL UJ/ FENCE **TFEE FLANTINe 5CHEE) JLE 5YM50L NO. COMMON NAME HEIGHT GALIPEIR fr(5 35 RED CEDAR 4' - 0 28 GHINE5E HOLLY 4' - ` I 5AWTOOTH OAK - 2" ® 9 DOGWOOD - 2" �f 7 SUGAR MAPLE - 2" 5 RED MAPLE - 2" ® 2 Y05HINO CHERRY - 2" ol 42-A-i1� JAMES P. FLOWERS, JR. INST. i 030018252 ZONE: RA USE: UNIMPROVED 50' COMMON SNARED BUFFER E SCREENING EASEMENT INST. "040020440 \ \ I EX. UP NNI FEFN ELIZABETH CRAtLF DB 16 FG 1 ZON9: RA USE: RESIDENT LANDSCAPE CALCULATIONS *PARKING LOT REQUIREMENTS* TOTAL PROPOSED IMPERVIOUS AREA = 14,391 SF REQUIRED PERIMETER TREES = 14,391/2000=8 PROVIDED 79 PERIMETER TREES REQUIRED INTERIOR PARKING LOT = 5% AND 1 PER 10 SPACES 29 SPACES/10 = 3 TREES REQUIRED PROVIDED 6 INTERIOR TREES TOTAL REQUIRED TREES = 11 TREES TOTAL PROVIDED TREES = 85 TREES 6' WOODEN FENCE \ *REQUIRED LANDSCAPING PER CATEGORY "B" ZONING DISTRICT BUFFER* RESIDENTIAL USE BOUNDARY = 153.5' LANDSCAPE DENSITY = 3 PLANTS PER 10 LINEAR FEET = 3 PLANTS X (153.5'/10') = 46 PLANTS % EVERGREEN TREES = 31 REQUIRED PROVIDED 32 EVERGREEN TREES �dS DECIDUOUS TREES = 15 REQUIRED PROVIDED 15 DECIDUOUS TREES *REQUIRED LANDSCAPING PER COMMON SHARED BUFFER AGREEMENT* TOTAL LENGTH OF BUFFER = 228' 3 TREES PER 10 LINEAR FEET = 3 TREES X (228'/10') = 69 TREES PROVIDED 71 TREES **TOTAL TREES PROVIDED FOR SITE = 87 TREES ** FOR A TOTAL TREE COUNT PLEASE REFERENCE THE PLANTING SCHEDULE ON THIS SHEET 42-A-80 JAMES P. FLOWERS, JR. INST, M 040011012 ZONE: RA USE: RESIDENTIAL 153.5' = RESIDENTIAL USE BOUNDARY 6' WOODEN a00 El— I o W W Z Z W a v) co co N co 'Coo o U a GU 10 �O U W Lu � � � U `j •� N Qi I U) C/I U 0 IN cn _.. 3 4 �'- 2\ E F*& TeS _ /r--- �HAR�- ARI�Y L. LECxf=ER, SR. EX. UF= INST. " 030028386 ZONE: RA U3E: RESIDENTIAL 42-A-82 .�HARON S. DOYLE INST. N 06I61 ZONE: RA USE: COMMERCIAL 15' MAINTENANCE EASEMENT 10' LANDSCAPE EASEMENT - a� 111� 25' ACTIVE m BUFFER Lu ' INACTIVE BUFFER- ** DISTANCES HAVE BEEN REDUCED PER THE FREDERICK COUNTY BOARD OF SUPERVISORS DISTANCE BUFFER WAIVER DATED 4/26/05 40' ACTIVE BUFFER- W Y C� N V Lr) W 0 � W cy— U. _ [ n 2010, - 3' HIGH � -3 BOXWO,Op �' cr. HEDGE i Z ..pi �.r., �,� � :'.,.,, i i i-. 'i i r.,..� � T..i ..,.... �, �.� �,,; ..�..,� .. .. .. ..�..�..�,.• 1"ra- ';a't:.LT .�..�..�. �-I ^r.�..t.T .�..i ..i .....i ..i .. i _.. ..� �..r_r..�..r T.77,- -r� .;..r I �-�-r-- i-I-!-r- •-�-r- I' I �,,�_ •: I', ,�-r,,_ ..' ��•,,• I , .�i � �.'• �-ter,-r �:• � •.�., ��. i 1� ;., ,. ,.�.� 'r-r.�.-I_'�-f'i � i-�-n-r �-r � ..i..i..i..i ',� -rr•ry T•r-rr:��' .T, �..�..�..� `� i I �' � I,, I• 1' �•., � I 1, � 7 T 42-A-(o2 FRUIT HILL ORCHARD, INC. ISS 14 AC. ZONE: RA AGRICULTURAL 0 z a w � 0 U 0 U z z O z a a `a a a W 0. 0. w W o C co Q co LTH OF MARK D, SMITH v No,02-2837 'o LS'10NAL W cr. u 0 E �• v- z cl) > E- Q c Z O � DATE: SEPT. 29, 2004 1 SCALE: 1" = 20' DESIGNED BY: CR FILE NO. 3865 SHEET 7 OF 8 EXISTING BOUNDARY LINE 6' HIGH OPAQUE FENCE 10'MIN 10' MIN. i EVERGREEN ITYP DECIDIOUS (TYP) LAND5C4f=E 5UF—F-EfR DETAIL. W1 FENCE SYMBOL NO. COMMON NAME HEIGHT CALIPER 35 RED CEDAR 4' - O 28 CHINESE HOLLY 4' - 1 5AWTOOTH OAK - 2" ® 9 DOGWOOD - 2" I SUGAR MAPLE - 2" 5 RED MAPLE - 2" ® 2 Y05HINO CHERRY - 2" 42-A-19 JAMES P. FLOIIJERS, JR. INST. • 03001825,2 ZONE: RA USE: UNIMPROVED 50' COMMON SHARED �- - -- --. --- - -- BUFFER SCREENING EASEMENT 6' WOODEN FENCE INST. 0040020440jy. .. N`61� t \ � C EX. UP \ 42-A-84 FERN ELIZABETH CRAILf 05 16, PG I ZONE: RA USE: RESIDENT LANDSCAPE CALCULATIONS *PARKING LOT REQUIREMENTS* TOTAL PROPOSED IMPERVIOUS AREA = 14,391 SF REQUIRED PERIMETER TREES = 14,391/2000=8 PROVIDED 79 PERIMETER TREES REQUIRED INTERIOR PARKING LOT = 5% AND 1 PER 10 SPACES 29 SPACES/10 = 3 TREES REQUIRED PROVIDED 6 INTERIOR TREES TOTAL REQUIRED TREES = 11 TREES TOTAL PROVIDED TREES = 85 TREES *REQUIRED LANDSCAPING PER CATEGORY "B" ZONING DISTRICT BUFFER* RESIDENTIAL USE BOUNDARY = 153.5' LANDSCAPE DENSITY = 3 PLANTS PER 10 LINEAR FEET = 3 PLANTS X (153.5'/10') = 46 PLANTS % EVERGREEN TREES = 31 REQUIRED PROVIDED 32 EVERGREEN TREES Y3 DECIDUOUS TREES = 15 REQUIRED PROVIDED 15 DECIDUOUS TREES *REQUIRED LANDSCAPING PER COMMON SHARED BUFFER AGREEMENT* TOTAL LENGTH OF BUFFER = 228' 3 TREES PER 10 LINEAR FEET = 3 TREES X (228'/10') = 69 TREES PROVIDED 71 TREES **TOTAL TREES PROVIDED FOR SITE = 87 TREES ** FOR A TOTAL TREE COUNT PLEASE REFERENCE THE PLANTING SCHEDULE ON THIS SHEET I 1 42-A-80 JAMES P. FLOIUERS, JR. INST. P 0400110/2 ZONE: RA USE: RESIDENTIAL I I I I I I E `. UP r1 I I I 1535' RESIDENTIAL USE 'f BOUNDARY (o' WOODEN FENC L/^�e — 70' — 3' HIGH — �30XUJOOD i HEDGE _I ss, 4% 15' MAINTENANCE EASEMENT - DISTANCES HAVE BEEN REDUCED PER THE FREDERICK COUNTY BOARD OF SUPERVISORS DISTANCE BUFFER WAIVER DATED 4/26/05 40' ACTIVE BUFFER- ul Y_ CL N vC11.4 Ww-- o W U. 200' - 3' HIGH = BOXWOOD H)& � E O I Z EX4b � Zn2 49 ti- s -- p— — am-ft. - 42-A-83 '� SHARON E. P•.RY L. .. C"x SHARON S. DOYLE INST. 0 00000616I ZONE: RA USE: COMMERCIAL j EASEMENT r - ,. _ t �RAVE'i-- I - Ul ca tk 1 I 25' ACTIVE BUFFER v u, �O fl �A5 e Cn-- A1 V I- z I �r O W W z z Wo C a (1)co �� ' o 300 1.� �10 L� 01) zC\2� W LLI In 1 Q cf)U) �a a 41 z � w a� 0 U O U z z 0 z a a W a a w � � 5 LO wo CO Q 't 00 o ,I,TH OF 7lc MARK D. SMITH No, 022837 W O ��SSIONL ��~ A W 0 I� z c w4 w E o co c r� m x W z � O � DATE: SEPT. 29, 2004 1 wFm"" L AK N T I N 0 N Ly 20 10 0 20 40 SCALE: 1" = 20' H C ® ® Fi �� _ � DESIGNED BY: CR A'p'� E E E T F R L A N D SCALE: 1 - 20 FILE NO. 3865 SHEET 7 OF 8 1 l 1