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Home My WebLink About39-07 Dodson Brothers - Parking Lot Expansion - Shawnee - Backfilea N 00 00 0 0 N N M 3 d w O y, O rn rn co :5 GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP t5 1. Methods and materials used in the construction of the improvements herein shall conform to the current Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia EXISTING INTERMEDIATE CONTOUR - - - - _330 - -- -- �- SCALE: 1 1000' Count construction standards and specifications and/or current VDOT standards and specifications. Y P / P detention ponds serving as silt basins during 2. Measures to control erosion and siltation, including d p g g construction, must be provided prior to issuance of the site development permit. The approval of these plans in no way 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 County prior to construction in existing State right-of-way. 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held with the Developer, Count Representatives, and Representatives of the Virginia De artment of Transportation P 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 responsible for providing guardrail and paved ditches as determined by 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 available at the construction site. Also, a representative of the developer must be available at all times. p 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic g g g Control Devices (MUTCD). shall be removed from the construction limits of the roadway before placing e All unsuitable material 1 Y P g embankment. 9. All pavement sections on the approved plans are based on a minimum 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 with 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 prior to 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 from existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed prior to construction. The contractor shall inform the engineer of an conflicts arising from his existing P g Y g g 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 Department of Transportation VDOT Road and Bridge Specifications and Standards, the Virginia Erosion and P P (VDOT) g P g Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a the Stan o Regulations, the most stringent shall discrepancy or conflict between h Standards r Specifications and R g g 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. ( ) g P Y ( ) g 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 fla ers must be certified in accordance with Section 104.04 c of the VDOT Road and Bridge Specifications. gg O 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. this responsibility. V Design features relating to field construction regulations, and control or safety of traffic may be subject 5. D g g g Y Y ] 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 permits for an work within VDOT right-of-way. P Y g Y• 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 roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. 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 P P P g q P" 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 ---------_-------�,_�,----_ EXISTING INDEX CONTOUR -®- 330 PROPOSED CONTOUR 400 EXISTING EDGE OF PAVEMENT r_ �^ EX ES PROP E P PROPOSED EDGE OF PAVEMENT / EXISTING CURB AND GUTTER EX C°�G -� PROPOSED CURB AND GUTTER PROP C&G _ _ CG 6 0 CG 6R TRANSITION FROM CG-6 TO CG-6R EXISTING TELEPHONE LINE - - T - _ - -T - - - - T - - - PROPOSED TELEPHONE LINE T EXISTING STORM SEWER �� EX. 15 RCP PROP. 15" RCP PROPOSED STORM SEWER --.- EXISTING SANITARY SEWER __S- •-® - -�-- PROPOSED SANITARY SEWER S EXISTING ELECTRIC SERVICE - - - - - - - - - - E - - - PROPOSED ELECTRIC SERVICE E EXISTING GAS LINE - - G - - - - G -G- PROPOSED GAS LINE G PROPERTY LINE ®® ®® FLOW LINE ...- ... -4- ... - ... -,- . - ' FENCELINE X y, X EXISTING POWER POLE EXISTING TELEPHONE PEDESTAL EXISTING WATERLINE, W/ TEE --W - - - -W- ® FL$-W- '-•- - PROPOSED WATERLINE W/ TEE W ' T ° EXISTING FIRE HYDRANT EXISTING WATER VALVE W-----W-- -_W-- . PROPOSED WATER METER W" PROPOSED REDUCER W STOP SIGN ,� PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES 12rl- t HANDICAP PARKINGCQ VEHICLES PER DAY COUNT 100 PROPOSED BUILDING ENTRANCE LU W W 0 `n cat � > � It I o .� 00 0 c� .� � CD ao I °' > I .� � dCat � Z x ,n CQ � o 0, an 0 0 � -' E, ` .. r l "'°<',..-,,, �.:, . >.;JF:. . �r :, SITE:' :..: ,., sr ''t...-� ,y' . '� r .;>; �+ • i�+ "'� :.,... . �, -- ;. "'',:; '>> . "- �' . .. :. , �. .. ,,... ,.. '' �' = '.>='-< ::L.;L : `. ;:.<: ..::..®,.,,,.M..,. ::.� � . ' ;� .•' '` ~' j ! �: ` r `'".j .►'�+"...�: / ;,." `:; 1 � - "... SHEET INDEX o N 0 >, ro y :� 5 W Cn COVER SHEET 1 EROSION AND SEDIMENT CONTROL AND DEMO PLAN 2 SITE PLAN/GRADING PLAN 3 LANDSCAPE PLAN 4 MISCELLANEOUS DETAILS 5 " �ry P�""��'�-� kI : K., _ 1�Z��D �� it3�t - o�-"°' Z O `-' t�., W a E° W o v E" E' Z U (� a W 5 a Z '-' z py LU A W w 0. cn 5 W t� W � A o 0 CO THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR. CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION" OF PROJECT INFORMATION project. The relocation should be done prior to construction. specified otherwise. PROPOSED STREET NAME SIGN 20. These plans identify the location of all known gravesites. Gravesites 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 field 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 County prior to pavement construction. If a 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 proposed 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 Count appear below. These numbers shall also be used to serve in an emergency condition. Y PP g YP 24. All utilities to be located underground. 25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways. Note: An lace within these laps stating Greenway Engineering,rjshall represent Greenway Engineering, Inc. 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 of any streets, all required street signage and/or pavement markings shall be 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 laced on subgrade b means of a mechanical spreader. g Y P 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 testing of the density control strip. 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 by the engineer and approved by VDOT. 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 b VDOT after PP g Y g Y grading is mostly complete. PROPOSED SANITARY LATERAL CLEANOUT S SANITARY MANHOLE IDENTIFIER 12 STORM DRAIN STRUCTURE IDENTIFIER O6 EASEMENT LINE CENTERLINE - - , EXISTING SPOT ELEVATION X /35.4 PROPOSED SPOT ELEVATION X35 EXISTING TREE LINE--d RA Y L K PLER No,032809 s`�IO NAL PARCEL ADDRESS: 3192 SHAWNEE DRIVE, WINCHESTER, VIRGINIA PARCEL IDENTIFICATION: TM 63-A-112 TOTAL PROPERTY AREA: 2`.06 AC CURRENT ZONING: B2 CURRENT USE: EXTERMINATING CO. PROPOSED USE: UNCHANGED - EXTERMINATING CO. B2-BUSINESS GENERAL DISTRICT SETBACKS FRONT = 50' BRL (FROM PRIMARY ROAD), 35' , BRL (FROM MINOR STREETS) - SIDE = 5' BRL; REAR = 5' BRL SITE AREA TABULATION PLAN TOTALS AREA OF LOT: 0.39 AC AREA IN OPEN SPACE: 1.67 AC (81.1%) TOTAL SITE AREA: 2.06 AC PARKING CALCULATIONS REQUIRE EXISTING PROPOSED TOTAL RE Q 1 PER 250 SQ.FT. OF FLOOR AREA = 13 12-3 = 9 17 26 HANDICAP SPACES 1 /25 SPACES = 2 1 1 2* *INCLUDED IN THE TOTAL NUMBER OF SPACES „ , _- u,u I"F °; LANDSCAPE CALCULATIONS p ' ' ' -" SEE SHEET 4 FOR LANDSCAPE CALCULATIONS I� I P",! T " NOTES: v W ° �� - NO HISTORICAL STRUCTURES OR SITES EXIST ON ANY OF THE PARCELS LISTED ABOVE Z E4 U ,-, Z > �® 0 Q 35 E° Z w Z W ® Ifs i( U1 W O � 1-- �' U C� W ® 4 p Z p Y w cc W Q W �I � � a.; H aft SUR VEY AND TOPOCRAPRIC INFORMA TION 1. Boundary survey was performed by: FURSTENALV SURVEYING Dated: NOV. 8. 1989 2. Aerial, horizontal and vertical control surveys were performed by: (Year) 3. Field topographic mapping performed by: GREENWAY ENGINEERING Dated: 2007 FCSA CONSTR CONSTRUCTION ®N N®TES 1. The Authority's Water and Sewer Standards and Specifications are available at www.fesa-water.com 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water main is tapped for the installation of anew line: a) The Authority shall furnish all labor and material. b) The contractor must: 1. make application and pay deposit 2. mark the tap location. 3. coordinate installation with the engineering -assistant. 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 contractor's responsibility to have the meter box 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. OWNERS CERTIFICATE The foreSite Plan of the land of gg is with the free consent and in accordance with the desires of the undersigned owners, properties and trustees if any. DATE APPRO VAL ' FIRE MARSHALL S NOTE -� �j .J� e - FREDERICK COUNTY ZONING ADMINISTRATOR DATE *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF PLANNING APPROVAL Fire lane markings and signage: An No Parkin signs and yellow painted curb locations will be installed Y g„ g Y p� by field inspection at the direction of the Fire Marshall's Office. TRIP CENERATION DATA Project Name: D" S ON EX�� INA TING CO. OT Project Number: 4899a CLASS USE DWELLING UNITS *TRIP RATE TRIP RATE USE VPDi c) The Authority shall furnish and install all 5/8 , 3/4 and 1' water services. 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 assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. o V.) In Magisterial District: S HAWNEE Date .of Plan: (Month, Day, Year) 4 -1 0 - 0'7 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 1013. * TA EN FROM ITE TRIP GENERATIO 7TH EDITION DATE: 4-10-07 Owner: Address, Including Zip Code &Telephone No. P.O. BOX 305 UTILITY CONTACTS SCALE: AS NOTED 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and its backflow prevention device, and/or 2) the fire service line's backflow prevention device. DODSON BROS. EXTERMINATING CO. WINCHESTER, VIRGINIA 22604 (434) 847-9051 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. 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 Developer: BERT DODSON JR. Address, Including Zip Code & Telephone No. P.O. BOX 10249 LYNCHBURG, VIRGINIA 24506 (434) 847-9051 DESIGNED BY: WRS FILE NO. 4899 Engineer Certifying Plan: GREENWAY ENGINEERING Address, Including Zip Code &Telephone No. 151 WINDY HILL LANE WINCHESTER, VA 22602 (540) 662-4185 HANDICAPPED PARKING NOTE SHEET 1 OF 5 Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. ® ®Gy M O N N CO 00 O CD N r\ N -` M to 06 rV O o� rn 00 (10 GRAVEL CURB INLET SEDIMENT PIPE OUTLET CONDITIONS 0 DODSON BROTHERS PARKING LOT STONE CONSTRUCTION ENTRANCE EROSION AND SEDIMENT CONTROL FILTER A A Z NARRATIVE 70' MIN. E7a5ANC PAVEMENT J' 5`1 l � '�^ UA Description: This protect Is located at 3192 Shawnee Drive, Winchester, Virginia. The site area consists of 2.06 acres of which approximately 026 � �-••�-� 3do W acres is already developed and a business currently resides. Approximately FILTER CLOTH-� MOUNTABLE BERM c A4N A / \ d ° Z 029 acres shall be disturbed for construction. This protect consists of a (DPnONAL) PIPE OUTLET TO FLAT parking lot expansion. SIDE ELEVATION AREA WITH NO DEFINED Existing site conditions: The site is currently occupied land with, a small EXISTING GROUND CHANNEL PLAN VIEW business consisting of an office, garage, parking area and grass and trees EROSION/SED (i"fENT CONTROL LEGEND Z cover the majority of the site. Hogue creek runs through the site From the west to the east. 70' MIN. B f0' MIN WASHRACK / L a _ NO, KEY SYMBOL pESCRIPTiON CQ 0 CCQ D � co Adjacent areas: The site Is bound by The City of Winchester to the north, (OPTr mt) 1 existing MI zoned property to the east, existing Shawnee Drive to the south, and one residential lot to the west. f0' MIN. / ° -' TEMPORARY GRAVEL CONSTRUCTION - 302 CE ENTRANCE d N > 1v c`3 I O • 12' MIN• Soils: The existing soli conditions were obtained From the Soil Survey of The this 6C Carbo-Oaklet EXISTING PAVEMENT ` 305 O X-�E- -jam SILT FENCE SECTION A -A FILLTER C[.(YfH Ea;Y IN 8"-B"; REC01t)[[ENDED FOR ENTIRE PERIMETER � Frederick County. soils on site consist of: - silt GRAVEL FILTER i 2" foams, very rocky, 2 to 15 percent slopes, slight erosion hazard, depth of 0 to 26 026 to 2.0 InMr. depending on depth. 326 ei' RUNOFF WATER WIRE MESH 3.18 OP OUTLET PROTECTION Z T LO � co Inches and a permeability of 9 � p y vDor j1 I -POSITIVE DRAINAGE fo• MrN. A � Oaklet slit loam, 2 to 1 percent slopes slight erosion hazard, depth of 0-63 Inches and a permeability of .06-2.0 in/-r depending on depth COURSE AGGREGATE B TO S OExcE I FILTERED WATER ... :.:. ,' W 'L7 � p O • MUST EX/END fUC1 WfOTH OF INGRESS AND EGRESS OPERAnON PLAN VIEW • . 4 ``� � �•�•'"r � e . _ ` A 3do (MIN. _ _ _ - LCCs LIMITS OF CLEARING t GRADING U! ,.., UA � ,q O ti a � � Critical areas: There are no critical areas on site. _ - Erosion and sediment control measures: Unless otherwise indicated, all vegetative and structural erosion and sediment control measures shall be 12" MIN. II 6. �- �� DRAINAGE DIVIDES WELL O � H W 3" MIN. IT PIPE OUTLET TO constructed and maintained according to the minimum standards and = ?°.'a Q _ DEFINED CHANNEL specifications of the Virginia Erosion and Sediment Control Handbook _ 3• MIN �II II p Structural measures: SEDIMENT D. a PLAN VIEW rn v) O O A temporary wash rack shall be installed (3.02) at FlLT£R CLOTI1 SECTION A -A - - CONCRETE GUTTER 12° IN CURB LET L a N construction entrance with 6, 7, the entrance to the proposed parking area to minimize mud carried onto roadway. ':: .. o� -� ti W U] Install silt fence (105) as shown on the plans to intercept and detain small amounts of sediment from disturbed areas during construction in order to SPECIFIC APPLICATION - d ' ''''"' ,: ;:.;;. SECTION A -A �- prevent sediment From leaving the site. THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS FILTER CLOTH ICY IN a"-9"; RECOMMEPiDED FOR ENTQtE PERIMETER E- E~ Z � Inlet protection (3.01) shall be placed at the curb cuts to prevent sediment WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. Z W from leaving the site. REINFORCED CONCRETE D"N SPACE AREAS. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18 3 AND 3.18 4. �•�'� Outlet protection (3.18) shall be laced at the bottom of the curb cuts to p p reduce erosion, undercutting and velocities. p SECTION B-D • GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. i t:0 1 O U p^ SOURCE. AWTD from 1983 Maryland Stondords for Soil erosion and Sediment Control, and V. DSWC Plate 3.02-1 SOURCE: VA. DSWC PLATE 3.07-8 Source: Va. DSWC Plate 3.18-1 •� ��. �' `�Y " O p L) Vegetative measures: Permanent or temporary soil stabilization shall be applied to denuded areas �.9 (j` "' "' "' Z o04 (1) days Final is the CONSTRUCTION OF A SILT FENCE ru- �; '�_ ?� c� > within seven after grade reached on any portion of site. (WITH WIRE SUPPORT �.�, f •- �w----t`-'- K '' p. rr ; '` '}' w Temporary soil stabilization shall be applied within seven (1) days to final but dormant For ,0�1 'i -� - f r , -`- Lt,{ »�'`) / lr, �' �' � y r` �, p; W a' W r0. denuded areas that may not be at grade will remain longer than Fourteen (14) days. 1. SET POSTS AND EXCAVATE A 4'X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINES �� `l ' "-- `;+ / -"- A j. r- "'" ry •• "". j j' Permanent soil stabilization shall be applied to all areas that are to be left dormant for more than six (6) months. OF POSTS. D 2 9 �f; ` �� i 1t �-�- ••'�•�'`.,,.�� '� 1 `I 1 'o [/] w U) 5 Topsoil that has been stockpiled shall be surrounded with slit Fence and protected by mulch and/or temporary vegetation immediately after grading. All earth berms, diversions and sediment trap embankments are to be (hay For temporary l �l / _ i / / C, �e;, f �� `'' ' 1 i `` '� 0 0 machine -compacted, seeded and mulched mulch or straw) and/or permanent vegetative cover. J _ �' ` J I II 5! f F SOILS DIVIDE LINE r -._�:� r EW, CQ Management strategies: �Jf�J r _- cif t`~- s'. ` \` ,. �`' Q cp co Construction shall be sequenced such that grading operations will begin and end as quickly as possible. The site superintendent shall be responsible for the installation and maintenance of all erosion and sediment control measures. Maintenance of FLOW 4" ; =' ' - A'�' 1 1 u h Tit 0p, O , these measures throughout the project is critical to the effectiveness of the program, 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. A I L, f LPLER After areas above controls have been stabilized, the controls shall be I w_, i No 0328 09 W cleaned up and removed. ... All cut and Fill slopes are to be seeded and mulched within Five (5) days of completion of grading.10 i '� e�• I� ss Drainage swales shall be stabilized with check dams until vegetation has been LIMITS OF CLEARING j A-L well established, at which time the check dams shall be removed. - ' AND GRADING Devices listed above are considered minimum erosion and sediment controls. Additional control measures may be necessary due to contractor phasing or r `�i:: _ G-�✓ ® p` "`ram other unforeseen conditions. It is the contractor's responsibility to provide r II( FLOW additional measures to those shown, as needed, in order to control erosion and contain sediment on site. All measures shall be installed according to the X - !iti %� X X �- X standards and specifications in the virgin(a erosion and sediment control handbook `•�- i.�:C�u��. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. -'--' -^• + FILTER FABRIC !' 0 b- _- __ _ - ' _ ' E�, TREE,- 124------_ J,^ •w - X X X-- -X Maintenance program: %% _.__ _ _ -.,,-X I,1 All control measures shall be inspected dally by the site superintendentII III or his representative and within 24 hours after any storm event greater than 05 inches of rain per 24-hour period. Any damaged structural __ ' ' ` = x�k , / I ` : • ti1 Q E- measures are to be repaired by the end of the day. Seeded areas shall be checked regularly to ensure that a good stand of grass is maintained. All areas shall be fertilized and reseeded as needed until grass is established, established. Trapped (s to be to 50". trap !� SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 S6enood k ipant )I 1 t^l,a EX 5 X o 1 CONC. PAD WITH -j _ - __ _ - -.. �- r M`. )�.E PTO° ' 3 `{P x - kl `•. :,ro -�22�3 G-URB CUT #1' O TREE - / X T P O j V -� Z �..- O �-' Q', C Q sediment removed as required maintain pp p efficiency and disposed of by spreading on site. I ` EX HC RAMP I • DA - 0.06 AC. �� _x_ _,,,• 0 k/ ;> �X TREE C 08 , �y 1 Inlet protection shall be checked regularly for sediment build-up. IF the gravel outlet is clogged by sediment, it shall be removed and cleaned or replaced immediately. \j� 6t'Y("s^`14 I `t r C1gE .�, r.'(t E>(ISTINCx'. 1`' 10 F3LDrG. DI�ID� �� 0 �� '` '' _ I i i 1 ^""� I _ _ ; I 1 LIMITS ARING- -. 1 7 � � ` MITE OF CLEARING- 1� � DODSON BROS. Q. � X Q; r-I I/ i., AND GRADING" ___ _ _ .-_ _ - 4 x I EXT;eIv Ili�L4TiNG CO. The contractor is responsible For keeping existing public roads in a clean, dust and mud free, condition at ail times. THE�t',:�,2 YOUTH ) DEVELOPMENT C>~Ni`6� i t 1 t G j �r -`--- / I IF `13ia s 1 ----- - a r fix. I �-', ..: yam- t mom, _ a �' T1. 63-c'�„�)-lit `y O _ Erosion and sediment control program- p g Dom. l06 PG. T.M.63-(tA))-►iOB t;�'-ij.� r %� - _ -a _�-� = _ t ; T_Oi E. 82 USE. COi�iI ERCIAL +\ "' Z I. Hold re -construction meetin on site with Inspector, 2. Installconstructionentrance. g p 3. Clearing and grubbing for sediment control devices Z NE; MI i.ISE: COMMERCIAL t - __ i i � � � � I � 1 � q,4 t, I 1 I` I ( I , Oi� H I s I REMOVE - t i ;C T #�- CURB CUT EX. CURB -- - - =` -�- - A - 0.20 AC. AND GUTTER r I + +Z t� tI yI Z Y ~ Q only. 4. Placement of sediment control devices. 5. Obtain inspector's approval prior to b Innin grading operations. 6. Clear and grub remainder OF site. g g g`' _I-.-_. _.._ _._ r _ _ r- W� EX HC RAMP --�-�' � � !� cJ/�� j' M ._ -_ X r ' __-� _ to i 1 �, �\ REMOVE �• I X ; REMOVE/MARIG OUT x - � , 1 PAVEMENT MARKINGS" �� ;\ F` - ,,�� r� �� `� 1 . a W (� 1. Rough grade site. ug g 8. Install drainage devices with sediment control 9. Final grading. 10. disturbed 1r EX SIGN i ; 1� \ EX. GATE �: j I ' U !1_ I FOR 3 SPACES ___.._._ t REMOVE / .. LIMITS OF CLEARING EX. FENCE I - --- AND GRADING m,1 ✓� I i x t.J 1 LCr Restoration and stabilization of areas. 11. Remove erosion and sediment control measures with Ii j I 1 X --' EX GATE ? -- - I CE 11 the approval of the Inspector. 4 - l! OF EX CG �. EX 51GN Note: the Frederick County public works and engineering department retain the right to add and/or modifythese erosion and sediment control U I POLE, LE, �"°� - - =:: •------- �_ .--• z - measures Burin the construction process, within reason, to ensure adequate protection to this pubiand the environment. ° � . J_. -. __ 9 ` c� - -- - r i; . EE j EX I TREE � %!` EX TREE i EX TRE( EX Gish, �� " "~ -m - • -- - \ �� 1. Q Seeding schedule (soil stabilization): -- r _ . t �^ SPi< IN O i I W 1. All permanent seeding shall be in accordance with ° 'i ' I X „•,r. - rya c; - , . _. r? i-i26.36 _ __ o i t w 1 % ° == ' section 332 of the vesch - -- --- - - �s i �: ,< _ r ... - OA% Ili( >P y %i 1 Ex " f " V11, ' O 2. Spread topsoil at a minimum depth of Four (4) inches. 3. Incorporate pulverized agricultural limestone into the -' - � t�X f �a{r, e~ i e Si:I , - ``� I� L 1L" ' ""° _ ` -- �"1 _. \ - _ .- _., ' topsoil at a rate of 92 lbs. Per 1,000 square feet (2 SOILS -•_--------. •~••- - Y-__- - _ _ r '"` �"' DATE: 4-10-07 tons per acre). 4. Fertilize with 10-10-10 Fertilizer at a rate of 23 Ibs per 1,000 square Feet (1000 Ibs per acre). 6C - CARBO-OAKLET SILT LOAMS, VERY ROCKY, 2 TO 15 PERCENT SLOPES, SLIGHT EROSION HAZARD, DEPTH OF 0 TO 26 INCHES AND A PERMEABILITY OF 0.06 TO 2.0 ,._ _,. _, _ _ - _ - w _-- -- - _ •,,. - sj,,. � " ` N.lI IRF / EX EP " '--- �( w- .__. / --- i�Til..•. - -----*- _ -- a l r E �J 5. Seed all areas with a seed mix consisting of 61% kentucky 31 tall fescue and 33)o red top clover. IN/HR DEPENDING ON DEPTH. __- -... ---,_ -- -------- -- , _ _ µ _. �' ^ E : DR M1 �` " SCALE 1 - 20 6. Mulch all seeded areas with straw mulch applied at a rate of 3,500 Ibs per acre anchored with cutback or 32B - OAKLET SiLT LOAM, 2 TO i PERCENT SLOPES SLIGHT EROSION HAZARD, DEPTH OF emulsified asphalt applied at a rate of 200 gallons 0-63 INCHES AND A PERMEABILITY OF .06-2.0 iN/HR DEPENDING ON DEPTH. TREX COMPANY, INC. - --�--_..,_ ._ . ------- er acre. per p �' � a ,_ ._ __-- __. _......:.._ -_.. I� INSTR , 15 R 22i. DESIGNED BY: WRS Dust control: T M. � 0 ZONE: M2 USE: INDUSTRIAL 20 10 0 20 40 FILE NO. 4899 I. Temporary seeding shall be applied to all disturbed areas subject to little or no construction traffic. 2. All haul roads and other heavy traffic routes shall beFOR with water until the surface is wet and IN&CALE• 1 IIrepeated = 20sprinkled SHEET 2 OF 5 as needed to control dust.O� _ 3 I GRADE y LIMITS OF PAYMENT PER EACH zip a o PS o 21-0. 3 _0• W 4 -0' a of a H 2= A a ti GUTTER PAN b , OF PAYMENT LIMITFOR CURB NIc) ` H FUR C BPAYMENT a' P_ DOWELED JOIN I � 45 hA NOSE DOVN CURB TO GUTTER S' r •� ON GRADE z u w n LIMITS OF PAYMENT PER EA ~z GRADE z W y W 4•-�' 2'-0' 4'-0' > O a J z rn A a vJi GUTTER PAN PAYNENT •uo� °dJ 13FOR L-.�A FOR CURB T OF PAYMENT FLIMIT CURB 4'-10' R. " " DOWELED JDINT NOSE DOWN CURB TO GUTTER a B AT LOW GRADE PAVEME KEERLABLE PLANS Nr SLOP TYPE 'A', 'B', OR 'C' CURB THICKNESS AS DESIGNED FOR DETAILS SEE STANDARD pAVOGLE ;�, `.a IS,G S`OPE .i,••�.: SECTI❑N A -A 3'-0' MIN. SOD SHOULDER 2'-0' SHOULDER 6 6 5' 3' SECTI❑N B-B CURB & GUTTER OPENING NO. 11 GAUGE 4 1" BEVELED GALVANIZED STEEL BAND WITH BOLT AND NUT ©m -71 HEIGHT OF BRACE SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS ONE TENSION WIRE CLIP EACH LINE POLE (NO, 6 GAUGE MIN.) II END CORNER OR I 1 GATE POST 10'(MAX) _I 12" -�- ZC0 NCRETE 3/8" MIN ROUND ROD FOOTING WITH TURNBUCKLE 121 11largrey-110 --TOP RAIL 3 STRANDS BARBED WIRE -LINE POST i WIRE FABRIC PER \ SPECIFICATION i TENSION WIRE NO l GAUGE GALVANIZED COIL SPRING WIRE STRETCHED OUT I I TYPICAL SPACING BETWEEN ALL I I I LINE POSTS 10'(MAX) 10" f�-1011 LINE BRACE - SHALL BE USED WHEN VERTICAL ALIGNMENT CHANGES 15'. (MAX SPACING 500') - SHALL BE USED AT FENCE END (AS SHOWN ABOVE) AND GATE LOCATIONS CORNER BRACE - SHALL BE USED WHEN HORIZONTAL ALIGNMENT CHANGES 15' OR MORE - SHALL BE AS DETAILED ABOVE WITH BRACING IN BOTH DIRECTIONS CHAIN LINK FENCE INSTALLATION CURB CUT #1 FHWA Urban Drainage Design Program, HY-22 Drainage of Highway Pavements Inlets on Sag Date: 04/03/2007 Project No. :4899 Project Name.:Dodson Brothers Computed by :Randy Steele Project Description Parking lot expansion Inlets on Sag: Curb -Opening Inlet r Roadway and Discharge Data Cross Slope Composiite/Dep Sx Pavement Cross Slope (ft/ft) 0.0205 Sw Gutter Cross Slope (ft/ft) 0.0465 n Manning's Coefficient 0.013 W Gutter Width (ft) 2.00 a Gutter Depression (inch) 2.00 Inlet Interception Inlet Type Sag Curb -Opening T Width of Spread (ft) 2.34 L Curb -Opening Length (ft) 10.00 H Curb -Opening Height (in) 0.50 d curb Depth at Curb (ft) 0.267 Qi Intercepted Flow (cfs) 0.760 CURVE NUMBER CALCULATIONS POST CURB CUT #Z FHWA Urban Drainage Design Program, HY-22 Drainage of Highway Pavements Inlets on Sag Date: 04/03/2007 Project No. :4899 Project Name.:Dodson Brothers Computed by :Randy Steele Project Description Parking lot expansion Inlets on Sag: Curb -opening Inlet Roadway and Discharge Data Cross Slope Composite/Dep Sx Pavement Cross Slope (ft/ft) 0.0214 Sw Gutter Cross Slope (ft/ft) 0.0450 n Manning's Coefficient 0.013 W Gutter Width (ft) 2.00 a Gutter Depression (inch) 2.00 Inlet Interception * Inlet Type Sag. urb O eni Curb -Opening c P 9 T Width of Spread (ft) 4.39 L Curb -Opening Length (ft) 10.00 H Curb -Opening Height (in) 0.50 d curb Depth at Curb (ft) 0.308 Qi Intercepted Flow (cfs) 1.200 ON5ITE TYF IGAL FAVE ENT SECTION NOT TO SCALE PARKIN63 5,41 SECTION :W/ WA00WVOw/W/�%eW/AW/eW/00WI%! •-�. .. • • • • • • • • • • i r r � • � r I• • • • • • • r • • • \•.'•�•I'�•�'�•I•�•�•�•I •�•I •�•I •may �'�.�'�. PAVEMENT DESIGN BASED ON A SUBCRADE CBR DESIGN VALUE OF 6. SOIL TEST OF THE 5U5GRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. Ot-pvmt2 NOTES: I. AN ADEQUATE CHANNEL EVALUATION HAS BEEN PERFORMED FOR THIS PROJECT. RESULTS HAVE FOUND THAT THE INCREASE IN RUNOFF FOR THE 2 YR STORM INCREASES 020 CFS AND THE RUNOFF FOR THE 10 YR STORM INCREASES BY 0.45 CFS. THIS INCREASE DOES NOT CONTRIBUTE TO INSTABILITY OR ADVESRSE VELOCITIES IN HOGUE RUN. THEREFORE, STORM WATER MANAGEMENT IS NOT NECESSARY FOR THIS PROJECT. 2 YR HYDROGRAPH SUMMARY Hyd Hydrpgraph Peak Time 'Time Volume Inflow r Maximum Maximum Hydrograph No.., . '`. type_ - .flow interval . to peak` fiyd(s)' '-•elevation. ,storage „description, (origin) (cfs) (min) (min) (cult) (ft) : (Cult) 1 SCS Runoff 315 2 718 00 6 331 I , PRE Parking i 2 SCS RUnoff• . , 3.45 2:` 718 Vy ?6 s�24 ,; r ' . T s `•:< ' p057.;f' king is �` 4 SCS Auitoff 268:`9$ `�"t ' . 794 00 4,142,491 •: w t P.ENUk'STUDy Ho'g'e Run 2691 r ::794 00 .,4,149 415 Myd Hydrograpt PeaK. Time Time Ihftow '-Maximum, Maximum Hydrograph Volume No type flow ; , •interval to peak '.hyd(s) > elevation, storage descnptSon . (origin) (cfs) (min) (min) (cuft) (tt) . (cuft) ._SqS Runo ff 7.91 PRE Parkin 9 ;2 SC§i Runoff IS37. 2 __ ..716:00 I ', I;fi,900 f'OST.Parklrig `� d: ,;SiCS Runoff 800;34 2782.00 : 10,$y3,770FEMA STUDY -Hoge RurL _ .w 6 Combine -: 800:2� 2:. 782 00 10 899 6t30 2, 4 Hopp un post:: S 44°06'49" E KEYSER, DANIEL LEE ET UX TM• 350-1-10 - - - - - - - 3 SbD � _ s DB. 206 M. 0463 S 3� ° (2q'= _ k moo , 5' REAR YARD SETBACK \ \ 06. ZONE: MI USE: INDUSTRIAL 5eo0 F" r' F _0 31 %% 81/ ,� 22 =, EC PRE _77�� 3 qbft / \ _ F 7- --------------- + r- 1 I r LOC., . ___._- 722 . � I UJ 12(o 124 \ Lt1 / I 1 x t - I 1 QI \ - 3 25rc 5 X3 \ I 111 \ /rorc CCx-01 /' 24rc 23 rc CLASS Al r "� I I w \ / /1 EX 5' X 5' EX. ONE STORY i R=5{ RIP RAP CONC. PAD I_ WITH DOOR GARAGE '` CURB C�UT,"] `�� U I� _==728.3 \ \ fa 0- SEX TREE Iw / I EX HC RAMP I MATCH EX. TC. ELEv. y 1 X SEX TREE 10 10 22' , 20' \ I 1 l i I / EX. ONE STORY us _ 26e�x�rc I (TYP.) P/ �d IQ 1 PRICK BLDG. Q) , /CIA # I _q 6' , 4 x g DODSON BROS. I� THE YOUTH 1 I 3192 a f / I * I REMOVE 24rc EXTERMINATINCs CO. I DEVELOPMENT CENTER 1 i / FF=-131.6 I I `'� 20' / 0.13.191 FG.15 I m D$. 166 FG. C345 / GF=`I �,, 3' N / (A CHAIN LINK T.M. 63-((AD-112 " T.M. 63-((A))-1108 �r i! CURB MEDIAN I r- x \ FENCE ZONE: B2 USE: COMMERCIAL i m I J ZONE: MI USE: COMMERCIAL -� Z W/GRASS STRIP I �' 4 U l_U \ i ` 2 N - I x I \ \ ► p� ui CG 2 ,ry I Q \ fI I EX HC RAMP E 5/W u o i I 2.5 R I �Y I +- REMOVE EX. a N 1 ' I EX SIGN 9 I SPACES CCx-2 WIT 1 1 L--------- - - - - - - - - - --I------ - i-- --1-- NOSED DOWN CURB CUT 02 i / i :. I CONCRETE _' i X J EXISTING DUMPSTER , 24 .. I 1 EX GATE ITO BE RELOCATED MATCH ELEv. 9 `- (TO REMAIN) REMAIN) TCat CONTINUE Cfx-6 �r,::. , *; CLASS RIP RAPT 35' FRONT YARD �E?TBACK EX 51GN �_ EX C,a �_. � ;«.;�::.....;,, if - X-'r-X Xarc \ EX UTIL. POL � X X `•s - - / EX TREE ) j TREE I EX TREE EX GW„ - f -- -E- - .- __ t / C3 SEEPDETAIL) C -I r- E - - -- -E _ - ` \ BM: RR 5PK IN POLE EX U� E - - 724 - X PED. �- o R = I 5 7 0 . O O C� (��- -- - -E _ - - i2, ELEV 12C�.36 -- _ EX PEE). � EXGV A : 2 04 _ 1 000' \�, ---. EX O/H WIRES \ EX UTIL. POLE = N 4�°4T Sfi" tfJ _ EX FH -� ` Q. -- EX15TING ENTRANCE NO CHANGES PROPOSED � � _ =� - _ - ---------_--__- - � � EX EP \ - --- ._ UTIL.- CL SHAWNEE DR TREX COMPANY, INC.- INSTR YR 2002, INSTR • 22198 - T.M. 63-((A))-110 ZONE: M2 USE: INDUSTRIAL a 10 0 20 -o SC;ALE.ii a Z Ilitlll� W UJ a Z W cc G co 9 . 4 L," 1 I 00 U LO M ~ x C\2 CO UJ >, Q) W �° LO cu w rn rn O 0 c W rn w 17) 0 z �w z /1 U Z>.L) E_L)O Z A 5 p W r a ax w a A A W W 5 r^ W Ix w o 0 A cfl CO A L, K LER No, 032809 a , 0.�,2� � �►,qQ-wog ,� �sS jONAL ��~ Z Q 0 Z E z Z < IL � W W ro ~ IF- J N Z X Z ~ a W w W W Q C a Z � w � O � Z O C0 O 0 DATE: 4-10-07 SCALE: 1" = 20' DESIGNED BY: WRS FILE NO. 4899 SHEET 3 OF 5 0-7-(o3 E30fi,4NlC NAME cc�1�10N NAME OUANT '� BX 8uxus l5oxwood 95 (sclreen) 3L0 11 HEIGHT PO Plantus occidenta lis Sycamore 4 (perimeter, interior) 211 cal 545 Tt Tilia Tomentosa Silver Linden 4 (perllimeter, interior) 211 cal 545 GENERAL CONDITIONS SCOPE OF WORK The landscape contractor shall provide all materials, labor and equipment to complete all landscape work as shown on the plans and specifications. NOTE: If the contractor bids according to the Plant List, he/she should thoroughly check the plant list quantities with the symbols drawn on the plan, to be sure there are no discrepancies. If there is a discrepancy between the drawing and the list on the plans, the drawing takes precedence. STANDARDS A. All plant material will conform to the current issue of the American Standard for Nursery Stock published by the American Nursery I Landscape Association (ANLA). B. Plant material must be selected from nurseries that have been inspected and certified by state plant inspectors. C. Collected materialmay be used only when approved by owner?s representative. D. Nomenclature will be in accordance with Hortus Ili by L.N. Bailey. SUBSTITUTIONS: PRE -BID It is the landscape contractor?s responsibility to make every reasonable effort to find the material specified by the architect. The landscape contractor may offer substitutions to the landscape architect for his/her consideration. The landscape contractor will notify the landscape architect if there are known diseases or insect resistant species that can be substituted for a selected pest -prone plant. The contractor shall submit a base bid as per plan plus price clarifications for all recommended substitutions. SUBSTITUTIONS: POST -BID It is the intent to eliminate post -bid substitutions. However, in the event that the contract material has become unavailable, an appropriate substitution must be approved by the owner?s representative. UTILITIES AND UNDERGROUND FEATURES The landscape contractor shall notify utility companies and/or the general contractor in advance of construction to locate utilities A. If there is a conflict with the utilities and the planting, the landscape architect shall be responsible For relocating plants prior to the planting process. Any cost due to relocating after planting fte borne by the owner. DRAINAGE If plants are to be installed in areas that show obvious poor drainage, and the plants are inappropriate for that condition, the landscape contractor shall notify the landscape architect and owner. If they deem necessary, the plants shall be relocated, the contract shall be adjusted to allow For drainage correction at a negotiated cost, or the plant selection modified by the landscape architect to accommodate the poor drainage situation, WARRANTY A. The standard warranty is for a one (1) year period, excluding bulbs, sod and annuals, commencing on the date of initial acceptance. All plants shall be alive and in satisfactory growth at the end of the guarantee period. B. Any material that is 25% dead or more shall be considered dead and must be replaced at no charge. A tree shall be considered dead when the main leader has died back, or 25% of the crown is dead. C. Replacements shall be made during the next planting period. D. Replacements shall be of the same type, size and quality as original species unless otherwise negotiated. N5PECTION a. Plants may be subject to inspection and approval by the oiwner or owner?s representative at the place of growth or holding yard for conformity to specification requirements as to quality, size and variety. b. Plants damaged in handling or transportation can be rejected by the owner or owner?s representative. C. 5tate nursery inspection certificates shall be furnished to the landscape architect upon request. PLANTING PROCEIDURE5 FOR ALL CONTAINER -GROWN TREES 4 5HRUS5 A. Remove the plant either by cutting or inverting the container. B. For untreated plastic container grown plants with circling roots, use a sharp knife to make finch cuts the length of the rootball. C. Plant shrub or tree a minimum of I/8 of the height of the rootball above existing grade. D. Apply a 2 to 3 inch thick layer of approved mulch. Keep mulch (0" away from z the trunk of all trees and shrubs. E. Plants grown in root containment bags must have the bags removed during them,''' planting operation. No additional slashing of the rootball is necessary. PRUNE RUBBING OR CROSSING BRANCHEf DO NOT STAKE OR WF TRUNK UNLE55 NECES REMOVE TAGS AND L CUT AWAY ALL 5ALL1 TOP OF BALL IS TO EXISTING GRADE REMOVE TOP OF WIRE WIDEN AND SCORE HOLE WALLS REMOVE CONTAINER, CUT CIRCLING ROOT5 ., CONTAINER -GROIN OR As MUCH BURLAP AS POSSIBLE LEAVE SOLID 501L PEDESTAL - DO NOT DIG DEEPER THAN BALL DEPTH 2X-3X BALL CIA. TREE PLANTING IDETAIL TREES 44' CAL. SCALE: NOT TO SCALE 'RUNE TERMINAL OR BRANCH TIPS W CROTCH JATER SPROUTS OKEN BRANCHES PRUNE SUCKERS -3" MULCH KEPT )AY FROM TRI.W CONTAIN WATER D BACKFILL SOIL TO SETTLE SOIL IATER DRAINAGE DIG HOLE 2X-3X ROOT BALL WIDTH 1 TREE PLANTINGS - vERTICA,L STAKES TREES 44• CAI... SCALE, NOT TO SCALE 0.00 ♦ do '� ;f i 2) ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. IN OR TIE 405E WITH TIE iTAKES TO FIRM SOIL STAKES TO FIRM SOIL 'AKES PARALLEL 1 AND BUILDING5 NOTES: I) ALL PLANTING SHALL CONFORM WITH 165-361B OF THE ,y '"i• �✓ ...i' l.., t 1 SERZ, t l+bEE-- fM ! Ux ` p DL'. 2.0 1 '64" /r 41 3 r7` REAR YA.Rr; 1_ . N a�, d __.�� i ZONE: MI Llb.: li`rtr...: U5 T RZYFf- L FREDERICK COUNTY ZONING ORDINANCE (PLANT SELECTION, PLANTING: PROCEDURE, AND MAINTENANCE). LANDSCAPING CALCULATIONS PERIMETER LANDSCAPING REQUIRED = I TREE PER 2000 SF AREA OF PARKING = 5200 SF PERIMETER TREES PROVIDED = 3 INTERIOR LANDSCAPING REQUIRED = I TREE PER 10 SPACES 26 SPACES = 3 INTERIOR TREES STANDARDS A. Plants will be in accordance with the current ANLA?s Standards and conform in general to representative species. B. Balled and Burlapped (BIS) I.Balled and burlapped plants shall be dug with Firm root balls Free of noxious weeds. There should be no excess soil on top of the root ball or around the trunk 2. Ball sizes shall be in accordance with ANLA Standards. 3. Caliper and Height Measurement: In size grading BIB Single -trunk trees, caliper shall take precedence over height. Caliper of the trunk shall be taken 6? above the ground level (up to and including 4? caliper size) and 12? above the ground level For larger trees. For multiple -trunk trees, height measurement shall take precedence over caliper. C. Conta iner -Grown Stock I.The size of container -grown shrubs is measured by height and width of plant. Container -grown trees are measured by the same standards listed in 5.3 above. The root system of container -grown plants shall be well - developed and well -distributed throughout the container. 2. All container -grown trees and shrubs that have circling and matted roots shall be treated in the following manner prior to planting: using a knife or sharp blade, make 4-5 cuts, I? deep, the length of the root ball, to cut all circling roots. See Planting Procedures For All Container -Grown Trees I Shrubs in this section. 3. All container -grown plants should be grouped and watered daily until they are planted in the landscape, the soil shall be kept moist with the equivalent of one inch of rainfall per week A. Pruning shall be done before planting or during the planting operation. Pruning Detail for Trees in this section. B. All plant material in transit shall be covered to keep material From drying out. The coverrig shall comply with state and local laws pertaining to the transport of materials C. Trees shall be placed in an upright position with the rootball covered by mulch and kept moist. Trees and shrubs should not be left on site unplanted for more than 24-hours without adequate water to insure roots survial. 1 1 � .s ac 3�.�• 7 �� Yr (I INTERIOR LANDSCAPING AREA INTERIOR'TREES ...., ,._....._ a ti� i X D, X '! i ,�CONC. .5 , M1 2V ON . P�r� 1 E� I �• ( #Ji T " ; DOOR A ] f, Tt .- 44F_ YOUTH' z.n 5. -,6. PC,. S45 T14 63 ((4d)-II05 UMW, CCi"NERCIAL. 1M1 f i i ti ir)TII.. FM.E, ` •. I m I FF 11I � 6ii _- _ Eyj e. 14 �, E {m�. v , E _...jai i �� f� � � —� 1 `^•~ X LlM � M F'- -D. '� ! I y``� Ifs '.• 7 � .' EXGV A •. 2: 04. 1 000 w A�I � f bf�� ,. INN I .____ _�_ i��, ___ r 1.-E`� ►26.3�� PERIMETER TREE —� i PERIMETER TREES i T.M. 63 t fA)) 112 ;• j ZONE; 52 U• 'E- '1 {1ERCIAL ,ri i y ;, } 1 t. f , . �\ __• _„~��}j' t PAY .w_X f-Yl.`f __� ,• X f..w4i,,.i'ir"".,SWi'ti`YT °1TRE INC. IN"TFZ Ygo' 2��19:2, IN6TR.'1221" S P 12 '.I CE: l�l iUSTR :IAL SCALE: P = 20' a Z oc LU W Z W o LO r� N 00 49 U � CO 0) OU ro Z�> x �i� LO � Ul (U 1-1 a� UA 4 6 a� � U U 0 LO Ew t` m Y) O O (U >~ :J �/ a w rn 2 w z z o � U Z E- U O z U) 5o Q W U � a04 w a Q Q w w U) � w TH OF r I CL K LER No,032809 W �SSjONAL ��~ a U F---t I— 0 ro Q - IL (21 cc F- E—+ U W o �1;11 UJ Z W COw �e W Q O Z 0 CD O DATE: 4-10-07 SCALE: 1" = 20' DESIGNED BY: WRS FILE NO. 4899 SHEET 4 OF 5 07- (P 3 9 10'-0" � WHEEL STOP -7 12" IL 0 • a . �. CONCRETE PAD tzl 4 S a Q: � •a e •' ea - Y.1 a GATE a 4. e 4- e '4 n c .4 4 10' -0" 1/2"x 6" PRE55URE CCA TREATED LUMBER FENCING (NAIL TO 5TUD5) 4"x4"xl-11/2" PRE55URE CCA TREATED LUMBER STUD (TYPICAL) 6" CONC. PAD W 1.4 x 1.4 WWF PLAN VIEW 9 V . V m A 4 . O A„ 6x6-W 1.41.4 WWF-CENTERED 4'-0" LONG 04 BAR W/9OA BEND 9 CENTER 6" VDOT CL. A-3 REINF. CONC. W/6x6-W 1.41.4 WWF ON �. ..., .`�.........� ... ..� ... .:•' 6" BANK RUN GRAVEL (21 OR 1-0 � 21A TYPE I MAT.) COMPACT SUBGRADE TO 95% MAX. DEN5ITY AT TWE OPTIMUM MOISTURE CONTENT 12O% PER SECTION A -A AA5NT0 T-99 DUi""IF5TE F�, ENGL05U%'E AND FAD NOT 'TO SCALE 2"x6" CAP PLATE ,2"x4" TOP RAIL 2"x4" MIDDLE RAIL 2"x4" BOTTOM RA 12" ?xl5" DEEP CONCRETE AT BASE �N 4�TOP OF REINFORCING BAR �FLUSH W/ TOP OF CONCRETE i on SECTION VIEW 4" 5Q. POST - 8' -0" LONG 1"x6" PICKETS 5-1/2 I I, PLAN VIEW BUTT B0ARD5 EDGE TO EDGE 5CARD ON 50ARD PENCE PRECAST CONCRETE BUMPER 1/5" DIA POLE (TYP.) 2-04 BARS CONTINUOUS I� ~� 3/4" REINFORCING BARS IMBEDED 18" INTO SUBGRADE WHEELSTOP NTS a z cc Lu W Z z W 0 O O CQ ROOa s� z ~ x � W U Lo L0 00 .-i 1 0 CQ co U c0 L I rn 0 1 � Lo N V- a� I a� 0 It � Lo 1 N E� f3. n m Q aw v1 Z E-� W o � � U U z�,� O z z z ~ > o a a w a Q w Q w 5 55 OF RANDY L. K PLER No, 032809 llsSjONAL w C Z � E Z O � �aZQ W X Q U� W W W E- �D 0 z x Z W w cjj a m DATE: 4-10-07 SCALE: 1" = 20' 0 z O U O W Q DESIGNED BY: WRS FILE NO. 4899 SHEET 5 OF 5 07-63 a N 00 00 0 0 N N M m d w O y .-a 0 o� 00 GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP 0 1. Methods and materials used in the construction of the improvements herein shall conform to the current County construction standards and specifications and/or current VDOT standards and specifications. o including detention ponds serving as silt basins Burin 2. Measures to control erosion and siltation, g p g g construction, must be provided prior to issuance of the site development permit. The approval of these plans in no wayrelieves 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-of-way. (VDOT) Y P 4. Approval of this plan does not guarantee issuance of an entrance permit b VDOT when such permit is pp P g P Y P required under State law. ,. 5. The exact location of all guard rails will be determined by VDOT personnel. A Joint inspection will be held ves and Representatives of the Virginia Department of Transportation with the Developer, County Representatives, p g P P (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be responsible for providing guardrail and paved ditches as determined by 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 available at the construction site. Also, a representative of the developer must be available at all times. 7. Warningsigns, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic g g Control Devices MUTCD . )';i, 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 minimum 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 with 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 prior to 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 from existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical location 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. V1. 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 p y p g g 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 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. P Y P V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use 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 roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. 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 t' the samples shall be clearly identified and labeled as belonging to a project private laboratories far testing, h sa p h y g g P J 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 testis 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. EXISTING INTERMEDIATE CONTOUR -- - - - - -- EXISTING INDEX CONTOUR --------------------------- 330 PROPOSED CONTOUR 400 EX E4P EXISTING EDGE OF PAVEMENT -- -- PROP E P PROPOSED EDGE OF PAVEMENT / EX C&G EXISTING CURB AND GUTTER PROP C&G PROPOSED CURB AND GUTTER`% CG-6 CG-6R TRANSITION FROM CG-6 TO CG-6R EXISTING TELEPHONE LINE - - T - - - - T - - - - T - - - PROPOSED TELEPHONE LINE T EXISTING STORM SEWER EX. 15 RCP PROP. 15 RCP PROPOSED STORM SEWER EXISTING SANITARY SEWER S - - r PROPOSED SANITARY SEWER S EXISTING ELECTRIC SERVICE - - -- - -- --E - - - - - - - PROPOSED ELECTRIC SERVICE E EXISTING GAS LINE - - G - - - - G - - - - G PROPOSED GAS LINE G PROPERTY LINE ®®® ®® FLOW LINE � ..._ ... � ... _ ... � . - FENCELINE X - X X EXISTING POWER POLE EXISTING TELEPHONE PEDESTAL EXISTING WATERLINE. W/ TEE --p - w - --- - - W- - W- "- -- PROPOSED WATERLINE W/ TEE W "�` EXISTING FIRE HYDRANT EXISTING WATER VALVE �. -W- - - - __Q _.._.W- - `. �..�j PROPOSED WATER METER W biba. PROPOSED REDUCER W STOP SIGN(}' PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES Al2 HANDICAP PARKING VEHICLES PER DAY COUNT 100 PROPOSED BUILDING ENTRANCE PROPOSED STREET NAME SIGN SCALE: 1 " 1000' W W Z CQCD 01 � `t I o a .� cO ap o ao Rom '" Cat to uJ Z x _ c� q o m o `t ,� a U I E- �•., ;; ,' .. ,. i .. " '':::..... . l% .. .:. . ..; ; `'_ y``+ <, '': ,< ` �° �`'*° =; `; , . ,, ''1 '`% <•.:.:... -.' ,�► ::L ...... •'. "'� ""'i ;; ,�-01 ,►. .. U V SHEET INDEX o 0)>, > w COVER SHEET 1 EROSION AND SEDIMENT CONTROL AND DEMO PLAN 2 SITE PLAN/GRADING PLAN 3 LANDSCAPE PLAN 4 MISCELLANEOUS DETAILS 5 31.11`, r,, UNAE Ord ' ` --Y. �• ��,, 5p ,�A- 3c( O W a z W c� h z C) P4 a W v� 5: a z O w w W q W f4 W Q o 0 ee) THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR. CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION, OF O G'f PROJECT INFORMATION 20. These plans identify the location of all known gravesites. Gravesites 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 field 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 County prior to pavement construction. If a 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 proposed 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. 24. All utilities to be located underground. 25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways. Note: An lace within these plans stating Greenway Engineering, shall represent Greenway Engineering, Inc. 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 of any streets, all required street signage and/or pavement markings shall be 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 testing of the density control strip. 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 by the engineer and approved by VDOT. 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. PROPOSED SANITARY LATERAL CLEANOUT S Q SANITARY MANHOLE IDENTIFIEIR 12 STORM DRAIN STRUCTURE IDiENTIFIER O EASEMENT LINE - CENTERLINE - - EXISTING SPOT ELEVATION X05'4 PROPOSED SPOT ELEVATION X35 EXISTING TREE LINE `"�°�``"�-� U RA Y L, K PLER N0.032809 ��` S' `SIO NAL PARCEL ADDRESS: 3192 SHAWNEE DRIVE, WINCHESTER, VIRGINIA PARCEL IDENTIFICATION: TM 63-A-112 TOTAL PROPERTY AREA: 2.06 AC CURRENT ZONING: B2 CURRENT USE: EXTERMINATING CO. PROPOSED USE: UNCHANGED - EXTERMINATING CO. B2-BUSINESS GENERAL DISTRICT SETBACKS FRONT = 50' BRL (FROM PRIMARY ROAD), 35' BRL (FROM MINOR STREETS) SIDE = 5' BRL; REAR = 5' BRL SITE AREA TABULATION PLAN TOTALS AREA OF LOT: 0.39 AC AREA IN OPEN SPACE: 1.67 AC (81.1%) TOTAL SITE AREA: 2.06 AC PARKING CALCULATIONS REQUIRED EXISTING PROPOSED TOTAL 1 PER 250 SQ.FT. OF FLOOR AREA = 13 12-3 = 9 17 26 HANDICAP SPACES 1 /25 SPACES = 2 1 1 2* * INCLUDED IN THE TOTAL NUMBER OF SPACES _ -- .__�� LANDSCAPE CALCULATIONS �j �eu' a u r' 3 SEE SHEET 4 FOR LANDSCAPE CALCULATIONS L n fl �- [ NOTES: � ES: NO HISTORICAL STRUCTURES OR SITES EXIST ON ANY OF THE PARCELS LISTED ABOVE Z E_ U ® U 0 Q 55 Z W ` �-1 E 1 w CL is U) 1U W 0 i- E- U �' LU ® � J ~' 0 '0 Z+ w LLoI Y Q W W C6 ® � Z co SURVEY AND TOPOCRAPRIC INFORMATION 1. Boundary survey was performed by: FURSTENAU SURVEYING Dated: _NOV. 8. 1989 2 performed horizontal and vertical control surveys were (Year) 3. Field topographic mapping performed by: GREENWAY ENGINEERING Dated: 2007 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. The contractor shall adhere to the standards and specifications in effect at the time of construction. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. 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 contractor must: 1. make application and pay deposit 2. mark the tap location. 3. coordinate installation with the engineering -assistant. 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 de artment shall furnish and install all water meters throu h 2" in size. Y P g It is the contractor's responsibility to have the meter box 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. An Application for Service must be made and fees paid before work will begin. 0#7NE'RS CERTIFICATE The foregoing Site Plan of the land of is with the free consent and in accordance with the desires of the undersigned owners, properties and trustees if any.c DATE APPROVAL U FIRE MARSIIALL'S NOTE N FREDERICK COUNTY ZONING ADMINISTRATOR DATE` *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF PLANNING APPROVAL Fire lane markings and signage: An "No Parking" signs and yellow painted curb locations will be installed Y g g Y P by field inspection at the direction of the Fire Marshall's Office. TRIP CENERA TION DA TA Project Name: DODSON ��o �� 1� 1-I�TA TILTG C�ob) Project Number: CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD4899 c) The Authority shall furnish and install all 5/8", 3/4" and 1' water services. 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 assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. In Magisterial District: SHAWNEE Date of Plan: (Month, Day, Year 4-1 0 - 07 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 1013. * TA EN FROM ITE TRIP GENERATIO 7TH EDITION DATE: 4-10-07 Owner: Address, Including Zip Code & Telephone No. g P P P.O. BOX 305 UTILITY CONTACTS SCALE: AS NOTED 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and its backflow prevention device, and/or 2) the fire service line's backflow prevention device. DDI)S®N BROS. EXTERMINATING CO. WINCHESTER, VIRGINIA 22604 (434) 847-9051 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. Developer: BERT DODSON JR. Address, Including Zip Code & Telephone No. P.O. BOX 10249 LYNCHBURG, VIRGINIA 24506 (434) 847-9051 DESIGNED BY: WRS FILE NO. 4899 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 HANDICAPPED PARKING NOTE SHEET 1 OF 5 Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. ® _ ' M O N N 00 00 O 0 N N r� 06 w N 0 Cl. rn 00 GRAVEL CURB INLET SEDIMENT PIPE OUTLET CONDITIONS ('f DOD50N BROTHERS PARKING LOT STONE CONSTRUCTION ENTRANCE EROSION AND SEDIMENT CONTROL FILTER A A Z NARRATIVE 70' MIN. EXISTING A J'ku 5:1 Description: This project Is located at 3192 Shawnee Drive, W(nd�ester, Virginia. The site area consists of 2-06 acres of which approximately 026 - "/ r- ado ku acres is alreadydeveloped and a business current) resides. Approximately p y �r y fTLTETt ccoTH 1 MOUNTABLE BERM 6 M'N A (OPTIoWL) -� \ d o 0.20 acres shall be disturbed for construction. This project consists of a '�j PIPE OUTLET TO FLAT parking lot expansion. SIDE ELEVATION "� AREA WITH NO DEFINED Existing site conditions: The site is currently occupied land with a small EXISTING GROUND _ ----- CHANNEL PLAN VIEW business consisting of an oFF(ce, garage, parking area and grass and trees -- ER05ION/5ED iMENT CONTROL LEGEND cover the majority of the site. Hogue creek runs through the site From the west to the east. Ad iacent areas: The site is bound by The City of Winchester to the north, 70' MIN. B T O' MIN. WASHRACK (OPnomL)CQ / I' a NO. KEY SYMBOL DESCRIPTION W Q � 00 1-1 existing MI zoned property to the east, existing Shawnee Drive to the south, and one residential lot to the west. / 0 _ 302 CE d TEMPORARY GRAVEL CONSTRUCTION ENTRANCE > n2 � 1 O 10' MIN. 12' MIN 62 CO u Soils: The existing soil conditions were obtained from the Soil Survey of 6C Carbo-Oaklet EXISTING PAVEMENT • 305 O X-�E-- SECTION A �T� CLOTH KEY IN 8'-9'; RECOMMENDED FOR ENTIRE PERB�'I'ER SILT FENCE � � � Frederick County. The soils on this site consist of: - silt GRAVEL FILTER -A loams, very rocky, 2 to 15 percent slopes, slight erosion hazard, depth of 0 to 26 inches OD(o to 2.0 tn/hr- depending on depth. 325 - 12" RUNOFF WATER WIRE MESH 3.18 OP OUTLET PROTECTION > Ca Z x U7 C\2 and a permeability of ,ter /I I PosmVE DRAINAGE To' MIN, A 1 Oaklet silt loam, 2 to 1 percent slopes slight erosion hazard, depth of 0-63 inches and a permeability of .06-2.0 InA'r depending on depth COURSE ACGRECATE B TODENCE I FILTERED WATER W � OI • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION PLAN VIEW OPERATION 4 ...' . - , . 3d (MIN. _ _ _ - ) A ° LCfs LIMITS OF CLEARING t GRADING W ,� A, Ln tip Critical areas: There are no critical areas on site. N (=rosion and sediment control measures: Unless otherwise indicated, all and erosion and sediment control measures shall be'' 12 MIN. II ' �: ME d o � � DRAINAGE DIVIDES LO a r., � (~ (s., vegetative structural eg 3- MIN. PIPE OUTLET TO WELL constructed and maintained according to the minimum standards and DEFINED CHANNEL specifications of the Virginia Erosion and Sediment Control Handbook _ 3' MIN. �II I) Structural measures: SEDIMENT D. .' A. ; PLAN VIEW 0) to m 0 FILTER CLOTH SECTION A -A CONCRETE GUTTER 12" L a •i�i N A temporary construction entrance with wash rack shall be installed (3,02) at s,-7- CURB INLET the entrance to the proposed parking area to minimize mud carried onto roadway. . . 4 r, ' d Install silt fence 131D5J as shown on the plans to intercept and detain small amounts From disturbed areas during construction in order to :�.'�:� ' _:, �,: _ :., . �'�; �.. SPECIFIC APPLICATION - -}•��- `SU�.�W �' �-�..,�a,.E<>, �c«�.r:;�nry�.�:��,w ,,,,;�,��;` 45� of sediment ;.;,. SECTION A -A prevent sediment From leaving the site. THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS Fn.TER CLOTH KEY IN 8"-9"; RECOMMENDED FOR ENTIRE PERaWMR NOTES: 1. APRON LINING MAY BE RMRAP, GROUTED RIPRAP, GABION E- Z Z Inlet protection (3.01) shall be placed at the curb cuts to prevent sediment REINFORCED CONCRETE WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED BASKET, OR CONCRETE. 2S.. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED W Z Z From leaving the site. DRAIN SPACE USING PLATES 3.18-3{ AND 3.18-4. Outlet protection (3.18) shall be placed at the bottom of the curb cuts to reduce erosion, undercutting and velocities. SECTION B-B • GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 8 INCHES'. ° 1 - O U SOURCE.` ADAPTED from 1983 Maryland Stondords for Soil erosion and Sediment Control, and Vo. DSWC Plate J02-1 SOURCE: VA. DSWC PLATE 3.07-6 Source: Va. DSWC Plate 3.18-1 i� �;' O U Vegetative measures: �J -� b` ' t „ -E,f If �yl " Z Permanent or temporary soil stabilization shall be applied to denuded areas p y pp within seven (1) days after Final grade is reached on any portion of the site. CONSTRUCTION OF A SILT FENCE -�° �' �"' �� ' f�(` �}uc cam- .�� r,'�i' ��_, •„a�) v �/ O U W a W (WITH WIRE SUPPORT) Temporary soil stabilization shall be applied within seven (1) days to ,! `V -it\.-� ,y " . °?`'"' / , r I( �' W denuded areas that may not be at Final grade but will remain dormant for y longer than Fourteen (14) days. 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE �� \ - �- _ -� �' f;' w.� - ! - ...... 1 t �j Q Permanent soil stabilization shall be applied to all areas that are to be left dormant for than (6) OF POSTS. j - -�� - � �� • `� f; 1 1 U W more six months. ev0� .-_ r i' W Topsoil that has been stockpiled shall be surrounded with silt Fence and '' protected by mulch and/or temporary vegetation immediately after grading. �� - , l �� ✓1 \ t All earth berms, diversions and sediment trap embankments are to be (hay for temporary I ,f 1 / '" ~'I: n� f, ` •� '" ~ ;fir '` i t i 0 00 p \ machine -compacted, seeded and mulched mulch or straw) and/or permanent vegetative cover- - I II II 5 SOILS DIVIDE LINE---'��;� / -' `• ; ? EW, sty z` Management strategies: Construction shall be sequenced such that grading operations will begin and end as quickly as possible. r / ® l r `` `. ,� !1��,�, �+ ~ •� �`` �\ _; _,) < Cfl CO The site superintendent shall be responsible For the installation and maintenance of all erosion and sediment control measures. Maintenance of FLOW 4' `•, ,� �- \.. ` ! �` �f ; H T or' 1 O �r these measures throughout the project Is critical to the effectiveness of the program. 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKALL AND COMPACT THE THE TRENCH. EXCAVATED SOIL. j 1 - - - -- •_,. ` �\ \. `i;? %' j i A Y L,PLER After areas above controls have been stabilized, the controls shall be FENCE AND EXTEND IT INTO "' 1 -^ -w t ---. __, ,. `, ` c+, \ `�. ~'` - t. { I4 1 ' d N0.032809 cleaned u and removed. All cut and Fill slopes are to be seeded and mulched within Five (5) days of, completion of grading. Drainage ewales shall be stabilized with check dame until vegetation has been // ''`< �! I \ \ LIMITS OF CLEARING ^ x DNAL well established at which time the check dams shall be removed. Devices hated above are considered minimum erosion and sediment controls. �- , II II , �-� _ :::.,•,,.. 5F a AND GRAD ING 1 S ; Additional control measures may be necessary due to contractor phasing or other unforeseen conditions. It is the contractor's responsibility to provide _ I- - FLOW t= additional measures to those shown, as needed, In order to control erosion All be Installed the I X X a X-"•_'-- X a and contain sediment on site. measures shall accordingto standards and specifications in the Virginia erosion and sediment control I -III - -- 1� � x handbook EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. ' _- FILTER FABRIC ( . t Y 1. -1 , X X - - X - - -X_ 1 M,,,...+'• Maintenance program: rl !.€. . ,e1�r, _.. _ _ .- �_ X-- _� _.. is -., _J `1�.>` f All control measures shall be inspected daily by the site superintendent any or his representative and within 24 hours after an storm event greater nchea ^` II ITI WIRE l ' �•c �� F� �. X W Q than 05 of rain per 24-hour period. Any structural measures are to be repaired b the end of the day. Seeded areas shall p y y' be checked regularly to ensure that a good eland of grass is maintained. All areas shall be Fertilized and reseeded as needed until rasa is 9 SOURCE: Ada ted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 Sherwood i ;P x, r d•= r E j� ;� E 1 +"° CONC. PAID WITH DOOR r, ;;�,t ca tr `T �r x established EX TREE Z > ` c.URB CUT #1. OP` Trapped sediment is to be removed as required to maintain 5090 a tr pp eq p efficiency and disposed of by spreading on site. . ` i __ '' EX HC RAMP _ � - 0 � . A 06}�( A C. x , EX TREE .. I. v� Q Inlet protection shall be checked regularly for sediment build-up. If the ravel outlet Is clogged b sediment, it shall be removed and cleaned g 9g y or replaced immediately. ct"t'o f, a u - � 0i�� •.� � \s fi'�.`i' E 15TING � I I i� v IJ I`" RICE BLDG. DIUID� I , E -� LIMITS OF CLEARING-, - I - i / ii i ---•• DOD50N 5RO6. AND GRADING— --�•....,. �� 1 a � f--I W O The contractor is responsible For keeping existing public roads In a clean, dust and mud free, condition at all times. T HE YOUTH DE1i°keLO`t�IENT CENTER, 1 11•,1 l i A; - -"I r .� I-, j 1 } }.. l:5i.3 ! i-- x > '- x I XTEr IIidA CSNG CO. is I -D.B. 751 . -I5 �•. "-� m �...., b w Q �- �' U � � Erosion and sediment control program: 1. Hold pre -construction meet(ng on site with Inspector. 2. Install construction entrance. D . 1�ora PG. 545 T.M. k�3-l(A)I-1i01`3 lAOl�lf�: i°ll USE: CC7MhIERC1AL / -I .� �+;k 4�, ��' <- a I' ® I - ._.-- -- !! 1 11u -t T.l . �3-fCA))-lit ('� URB CUT s ZONE: B2 USE: =III ERCIAL REMOVE �, #2 +� ! 1�+ x EX. CURB - I_ \\ �_s �� / -d 4 1 m I •' _ O esa �- 'a � �"� U W Z 3_ Clearing and grubbing for sediment control devices ? xfy>.Z I I U r �I d I I r fDA 20 I -i" \ AND CUTTER I j � Ga ?(y w W �c Q only. 4. Placement of sediment control devices. 5. Obtain inspector's approval prior to beginning grading operations. g g g g p grub i rX ! !1 I ! X EX HC RAMi'---*-_ a fI _•- ^ - to I i j, I` ` ` c - 0.90 REMOVE/MARK OUT -- x -- --�, PAVEMENT MARKINGS �.__ ,f I ' 1 �- ray 1 tI� ti�j w �- 6. Clear and remainder of slte. 1. Rough grade site. t REMOVE ' EX 51CxN � t` �` �'. I°'; p_ yam- _ �' } -----i _ FOR 3 SPACES �"-'`- 'REMOVE LIMITS OF CLEARING * _ ' � 8. Install drainage devices with sediment control. g 9. Final grading. 10, Restoration disturbed areas. 1 ' ., EX. GATE i, L, �_.�._._. 1 l I I U-r ! !! -. I EX. FENCE I i' --_ = AND GRADING O and stabilization of 11. Remove erosion and sediment control measures with i 4-, X -= EX 6 JE __ _ -._ -�\,III CE / O W the approval of the inspector. i I! Op l EX CG Note: Frederick County department \ EX SIGN '- �' O the public works and engineering retain the right to add and/or modify these erosion and sediment control -- w - r - " ' -" - ^- , _ - X X - X X / i / -� �-+ measures during the construction process, within reason, to ensure adequate protection to the public and the environment. *-"° f p,. f .rw / t4 I_ _ % - _ �_:; ). ...... E i \ EX THE -- ._..� k SP �,., EX REE: E4 TREE S T :.X itl,�. 5eedin schedule (soil stabilization): g _ t2 }v{ p�j p E3 I: RfR SPK IN 1 OLx I. All permanent seeding shall be in accordance with E � t ,, - ..X�. ° � swl..,r. _; F ! " 1 :'y- r ^� it _ 4 _ -h _.._ EL1=Y -12636 ...� " �_ ,F i t;< section 3,32 of the vesch four l4J ------ -- 5i� I{ -T.•. .- S ,; F...,.a J/ - f{, ;Aat 2 ....�f ......:� ?.X ,.�i.-, ii ',� �� `' -,, _ '- ��-} •� 4«* ' t 2. read topsoil at a minimum depth of inches. 3. Incorporate pulverized agricultural limestone into the _.._ �� - �'Ca y efi OLE �..._ - � `"" �»,_ � topsoil at a ate of 92 lbs. Per 1=0 square feet (2 s� ---- - . -'- -.. � I� r }3(2r r,j�' _,......_,_ DATE: 4-10-07 tons per acre). r 1� ^ •r.r�w Na 1RF 4. Fertilize with 10-10-10 Fertilizer at a rate of 23 Ibs per 6C - CARGO-OAKLET SILT LOAM5, VERY ROCKY, 2 TO 15 PERCENT SLOPES, SLIGHT / EXr"' m-- --- F _ 1 t!__ _ - 1000 square Feet (100m Ibs per acre). 5. Seed all areas with a seed mix consisting of 61q EROSION HAZARD, DEPTH OF 0 TO 26 INCHES AND A PERMEABILITY OF 096 TO 2.0 IN/HR DEPENDING ON DEPTH. _ __---______ -__ _ �•._ _.�_ _._--- -_.__.____._._,__._.-_.._ __- .__.__ .. % � � � ---- ---. `_�UTIl.•. __._. __ .w� -w� .,-_..--- _� -_T_ --.t._ -_, R CL SH „�.,__.____..___.__ .. . _-_...-_._. AILNE�e DR, �c �E J� kentucky 31 tall fescue and 339. red top clover. to - •---- , ..-.----- - SCALE: 1" = 20' 6. Mulch all seeded areas with straw mulch applied at a rate of 3,500 Ibs per acre anchored with cutback or 325 - OAKLET SiLT LOAM, 2 TO i PERCENT SLOPES SLIGHT EROSION HAZARD, DEPTH OF '-- -- emulsified asphalt applied at a rate of 200 gallons 0-63 INCHES AND A PERMEABILITY OF .m6-2m fN/HR DEPENDING ON DEPTH, TPX COMPANY, INC. per acre. i� iN.�TR. YR. 2002, IPdSTR. 22�� '•'�--_... __. _._..._ DESIGNED BY: WRS Dust control: 1 T.M.3-�lA)1-Ii0 ZONE: M2 USE: INDUSTRIAL 20 10 0 20 40 FILE NO. 4899 1. Temporary seeding shall be applied to all disturbed areas subject to little or no construction traffic. 2. All haul roads and other heavy traffic routes shall be sprinkled with water until the surface is wet and EDIMENT C NTR L ONLY SCALE. l ll _ 20' SHEET 2 OF 5 repeated as needed to control dust. O 3 a M V) M co 00 0 0 N n N M a M O a, rn 00 t U0 z a. L c 0) C LU rn 00 I� 0 z H GRADE LIMITS OF PAYMENT PER EACH A Io c W �� 3 -U- I'-0• 4-0- a °dJ a z n A a w GUTTER PAN TCURRB PAYMENT b IW °dJ L[MIT OF PAYMENT FOR N N FOR CURB 2' R. 1 DOWELED JOIN I � 45 t_._ A 0 1. NOSE DOWN CURB TO GUTTER d" O S z ON GRADE a LIMITS OF PAYMENT PER EACH — GRADE 10,-0, W > o W 4-0- 2'-0' 4-0- c o Q J Z H a A GUTTER PAN LIMIT OF PAYMENT o �dI LIMIT OF PAYMENT FOR CURB —J J LFD JOINT FL—A N CURB TO GUTTER N S AT LOW GRADE ARLABLE PA SEE PLANS SL TYPE 'A', 'B', OR 'C' CURB THICKNESS AS DESIGNEDNT FOR DETAILS SEE STANDARD SLOPE ' SECTI❑N A -A 31-0' MIN. SOD SHOULDER 2'-0' SHOULDER 6. 6 5' 3' SECTI❑N B-B CURB & GUTTER ❑PENING NO. 11 GAUGE 4 1" BEVELED GALVANIZED STEEL BAND WITH BOLT AND NUT HEIGHT OF BRACE SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS ONE TENSION WIRE CLIP EACH LINE POLE (NO. ro GAUGE MIN.) I I '// END CORNER OR I GATE POST 10'(MAX) —+-I 12" —� ZCONCRETE 3/8" MIN ROUND ROD FOOTING WITH TURNBUCKLE 3 STRANDS BARBED WIRE `-TOP RAIL i -LINE POST i WIRE FABRIC PER / SPECIFICATION \ i TENSION WIRE NO 1 GAUGE GALVANIZED COIL SPRING WIRE STRETCHED OUT II I I I TYPICAL SPACING BETWEEN ALL LINE POSTS I 10'(MAX) Nk —•- I I--10" LINE BRACE - SHALL BE USED WHEN VERTICAL ALIGNMENT CHANGES 15'. (MAX SPACING 500') - SHALL BE USED AT FENCE END (AS SHOWN ABOVE) AND GATE LOCATIONS CORNER BRACE - SHALL BE USED WHEN HORIZONTAL ALIGNMENT CHANGES 15' OR MORE - SHALL BE AS DETAILED ABOVE WITH BRACING IN BOTH DIRECTIONS CHAIN LINK FENCE IN5TALLATION CURB CUT #1 FHWA Urban Drainage Design Program, HY-22 Drainage of Highway Pavements Inlets on Sag Date: 04/03/2007 Project No. :4899 Project Name.:Dodson Brothers Computed by :Randy Steele Project Description Parking g lot e x ansion p Inlets on Sag: Curb -Opening Inlet Roadway and Discharge Data Cross Slope Composite/Dep Sx Pavement Cross Slope (ft/ft) 0.0205 Sw Gutter Cross Slope (ft/ft) 0.0465 n Manning's Coefficient 0.013 W Gutter Width (ft) 2.00 a Gutter Depression (inch) 2.00 Inlet Interception Inlet Type Sag Curb -Opening T Width of Spread (ft) 2.34 L Curb -Opening Length (ft) 10.00 H Curb -Opening Height (in) 0.50 d curb Depth at Curb (ft) 0.267 Qi Intercepted Flow (cfs) 0.760 CURVE NUMBER CALCULATIONS POST CURB CUT #2 FHWA Urban Drainage Design Program, HY-22 Drainage of Highway Pavements Inlets on Sag Date: 04/03/2007 Project No. :4899 Project Name.:Dodson Brothers Computed by :Randy Steele Project Description Parking lot expansion - enin n Sa Curb -Opening Inlets o p 9 9 Inlet Roadway and Discharge Data Cross Slope Composite/Dep Sx Pavement Cross Slope (ft/ft) 0.0214 Sw Gutter Cross Slope (ft/ft) 0.0450 n Manning's Coefficient 0.013 W Gutter Width (ft) 2.00 a Gutter Depression (inch) 2.00 Inlet Interception a -Sag- Inlet Type S g Curb -opening Curb O P g T Width of Spread (£t) 4•39 L Curb -Opening Length (ft) 10.00 H Curb -Opening Height (in) 0.50 d curb Depth at Curb (ft) 0.308 Qi Intercepted Flow (cfs) 1.200 ONS I TE T''P I CAL PAVEMENT 5E CT I ON NOT TO SCALE PAR<NG 5,4Y SECTION • • i �W09WAewbt26W/XW/b*0'9W *A' W W09 • • • • • • • • • 0• I• I• I• I• I• I• I• I• I• I• PAVEMENT DESIGNBASED ON A SUBGRADE CBR DESIGN VALUE OF 6. SO IL TEST OF THE 5UBGRADIE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. NOTES: I. AN ADEQUATE CHANNEL EVALUATION HAS BEEN PERFORMED FOR THIS PROJECT. RESULTS HAVE FOUND THAT THE INCREASE IN RUNOFF FOR THE 2 YR STORM INCREASES 0.20 CFS AND THE RUNOFF FOR THE 10 YR STORM INCREASES BY 0.45 CFS. THIS INCREASE DOES NOT CONTRIBUTE TO INSTABILITY OR ADVESRSE VELOCITIES IN HOGUE RUN. THEREFORE, STORM WATER MANAGEMENT 15 NOT NECESSARY FOR THIS PROJECT. 2 YR HYDROGRAPH SUMMARY Hyd Nydrograph Peak Tlme Time Volume Inflow ' Maklmtim Maximum Hydrograph ; ; flow inter�ial ; topeak fiyd(s)' -elevation .-storage description (origin) (cfs) (min) (min) (cuff) I J (ft) I uft) SCS Ruppftj 6 331 ! , PRE Parking , w 'SCS 71$ 00 6,924 ` ' ?F s POST=j�atklrlg 2 FiUnoff 3.5 2: 4 k Y 4;142 49f 'gam �'�i �" �t �-L ' 'FEtvifkSTU,Dy Hoge Run SC$R, iU' ff 26t3`9$ J� .794. 0014 it 6, Corrifine 269s1,7 2 79'400 4,1'49415. 2 4 }„ Hoge.)i.Un post /� '- Imo• � •�T Hyd Hydrograph Time Time Volume Ihffow Maxifium, Maximum Hydrograph No. type - ,Peak flow : Interval to peak hyd(s) ` elevation storage description - (origin) (cfs) (min) (mm) (cuft) (ft) .; (cult) 1 SCS Runoff 7 91 2 718 00 15959 PRE Parkin 9 I , 4 S.GSRLmoff •800,34 2 78200 10$73,770 FEMASTUQY Hoge`,Run. _. 5 1. 6 , Combine : 800.7g 2 ;.. ,. 78200 1089p 660 ". 2, 4 Hoge.Bun S 44'06'49" E KEYSER, DANIEL LEE ET UX TM• 3DO-1-10 ` _ s DB. 206 PCs. 0463 3� ��` — — — — — — — — - �� ° ZONE- MI USE: INDUSTRIAL /� - - - - - 5 REAR YARD SETBACK \ S6O0 PRE A!7 I--\ �OGu CAE o°� ��„ / / / / / dlP °38 ' -.. dp X 7. fo LU LU I \ E - - __ - 124 � \ � -. -- - � TREES 2 s; * • „•. 1 5'X3' \ �orc 25Te CG-6 / \\ 24r3 23 rc CLASS Al ' I X RIP RAP EX 5' X 5' EX. ONR=5' E STORY , \ GONG. PAD GARAGE I IU I \ CURB CT,"1 I Q ra - - _ _ WITH DOOR WNEEC'STQP (GYP � ~ + -FF =-128.3 \ \ (L \ SEX TREE �w l MATCH EX. TC. ELEV. i- I / EX HG RAMP �� \ 6'\ X SEX TREE p i I t.. .22' ! 20' I� 1 Ex. ONE STORY uI 7- (TYP.) �TYP/ \ I 1 I/ F%ICK BLDG. I d 6, 26ex rc ! / `r w I 3192 Q /'! J 4 X N DODSON BROS. I THE YOUTH I I 2 c ` EXTERMINATING CO. DEVELOPMENT CENTER ' / FF = 731.6p i 0 20' / REMOVE 0.5. ,91 PCs. `� D.B. '166 PCs. 945 iI �pM GFe-I •� 3' `v CHAIN LINK T.M.TM. 63-((AD-112 , �� "' 4 N T.M. 63-((A))-1108 Imo' CURB MEDIAN I T- x ` FENCE ZONE: B2 USE: COMMERCIAL I -� i ZONE: MI USE: COMMERCIAL z I W/GRASS STRIP I ( M Q PORCH �Al o� x 1 \ \ \ I /z - ---- �� I LL p (u CG 2 \ I I EX HG RAMP p-�- -`-� S/W I 2.5'R I - LLI ! REMOVE EX. _ i I EX SIGN i i SPACES CG-2 WIT I /� 4 ! I L-------- N------------I------ - - _ _ - .L— NOSED DOWN CURB CUT 02 ` I � $i 1 I X (EXISTING DUMPSTER ^ (CONCRETE - 1�p5 EX GATE 24EX MATCH ELEV. g 2 w -�\� ITO BE RELOCATED ';<,'.,.;.• .¢` - - - - - __ \- - _ 5 X3 I N 1 j (TO REMAIN) EX CG r I TC,,4 CONTINUE CG-6 ; , f ,':.. = ; ' ` CLASS Al 35' FRONT YARD $ TBACK - ` - - -- - - - J \ EX SIGN -_ �- -� '"`r'+' ' 2 RIP RAP �, J 23rc X UTIL�POL / r TREE EX TREE EX GW ____ � -_ ` -_ _ - EX TREE � � � _.., � DUMPSTER PAD \ E -� —E-- CT/ / - (SEE DETAIL) � { EX UM E - - -E - _ _ -E \ \ c BM: RR SF'}C IN POLE `` w X PED. -(- - 726 ELEv = 126.36 T24 EX PED.-\ EXGV A = 2 04 _ i 000 �,�\ _ _ ` _-�•. _ _ EX O/N U1lRE5 1 EX FH --� � EX UTIL. POLE - -t N 4 `4i5t; tt �. EX15TING ENTRANCE NO CHANGES PROPOSED / / / _ --- EX EP — — _ mot_ \ — ---- ,.�C UTII.- - - - - - ---- -- - - - CL SHAWNEE DR. - -- TREX COMPANY, INC. 4 INSTR YR 2002, INSTR • 221SS T.M. 63-((A))-110 ZONE: M2 USE: INDUSTRIAL 0 10 0 20 40 ii a z cc W W z Z WO to CO C\2 00 It c�•+ a I C, Cfl U z 44 �> I I x to� 4 to W Y, �{l U U7 0 W cu A W rn Q) O ti > 0 w z w01 zo O U E. U Z o A w 5 w U � IX4 � a � w a A A 5 CY � (� o 0 H I C\2 A co F? U': A L, K �LE ",6 No, 032809 10t� °.� v C�6s"OIVAL Q O 0 C U Z Ov ZR Z Q i--� EE-i a W W 0 0 2 (� UJI W W Q W E-, CI) a �4 � O � Z O 3 CO Q O DATE: 4-10-07 SCALE: 1" = 20' DESIGNED BY: WRS FILE NO. 4899 SHEET 3 OF 5 07--(o3 Q E30fiANIG NAME COMMON NAMFE =ANTT"� BX 5UXu5 Boxwood e5 (screen) 3(0" HEIGHT PO PlantU5 occidenta li5 Sycamore 4 (perimeter, interior) 2" Cal 545 Tt Tilia Tomentosa Silver Linden 4 (perimeter, interior) 211 cal E345 GENERAL CONDITIONS SCOPE OF WORK The landscape contractor shall provide all materials, labor and equipment to complete all landscape work as shown on the plans and specifications. NOTE: If the contractor bids according to the Plant List, he/she should thoroughly check the plant list quantities with the symbols drawn on the plan, to be sure there are no discrepancies. If there is a discrepancy between the drawing and the list on the plans, the drawing takes precedence. STANDARDS A. All plant material will conform to the current issue of the American Standard for Nursery Stock published by the American Nursery $ Landscape Association (ANLA). B. Plant material must be selected From nurseries that have been inspected and certified by state plant inspectors. C. Collected materialmay be used only when approved by owner?s representative. D. Nomenclature will be in accordance with Hortus III by L.N. Bailey. 5UB5TITUTION5: PRE -BID It is the landscape contractor?s responsibility to make every reasonable effort to find the material specified by the architect. The landscape contractor may offer substitutions to the landscape architect for his/her consideration. The landscape contractor will notify the landscape architect if there are known diseases or insect resistant species that can be substituted for a selected pest -prone plant. The contractor shall submit a base bid as pe plan plus price clarifications For all recommended substitutions. SUBSTITUTIONS: POST -BID It is the intent to eliminate post -bid substitutions. However, in the event that the contract material has become unavailable, an appropriate substitution must be approved by the owner?s representative. UTILITIES AND UNDERGROUND FEATURES The landscape contractor shall notify utility companies and/or the general contractor in advance of construction to locate utilities A. If there is a conflict with the utilities and the planting, the landscape architect shall be responsible for relocating plants prior to the planting process. Any cost due to relocating after planting 1h6e borne by the owner. DRAINAGE IF plants are to be installed in areas that show obvious poor drainage, and the plants are inappropriate For that condition, the landscape contractor shall notify the landscape architect and owner. If they deem necessary, the plants shall be relocated, the contract shall be adjusted to allow For drainage correction at a negotiated cost, or the plant selection modified by the landscape architect to accommodate the poor drainage situation. WARRANTY A. The standard warranty is for a one (1) year period, excluding bulbs, sod and annuals, commencing on the date of initial acceptance. All plants shall be alive and in satisfactory growth at the end of the guarantee period. B. Any material that is 25ia dead or more shall be considered dead and must be replaced at no charge. A tree shall be considered dead when the main leader has died back, or 25% of the crown is dead. C. Replacements shall be made during the next planting period. D. Replacements shall be of the same type, size and quality as original species unless otherwise negotiated. INSPECTION a. Plants may be subject to inspection and approval by the Towner or owner?s representative at the place of growth or holding yard For conformity to specification requirements as to quality, size and variety. b. Plants damaged in handling or transportation can be rejected by the owner or owner?s representative, C. State nursery inspection certificates shall be furnished to the landscape architect upon request. PLANTING PROCEDURES FOR ALL CONTAINER -GROWN TREES 4 PRUNE DOMINANT LEA PRUNE RUBBING% OR CROSSING% BRANCHE: DO NOT STAKE OR WI TRUNK UNLESS NECES REMOVE TAGS AND L CUT AWAY ALL BALL( TOP OF BALL IS TO EXISTING GRADE REMOVE TOP OF WIRE WIDEN AND SCORE HOLE WALLS REMOVE CONTAINER CUT CIRCLING ROOTS .. CONTAINER -GROWN OR As MUCH BURLAP As POSSIBLE LEAVE SOLID SOIL PEDESTAL - DO NOT D6 DEEPER THAN BALL DEPTH 1, 1, 2X-3X BALL DIA 11 'RUNE TERMINAL OR BRANCH TIPS 1J CROTCH JATER SPROUTS OKEN BRANCHES PRUNE SUCKERS •3" MULCH KEPT IAY FROM TRUNK :ONTAIN WATER � BACKFILL SOIL TO SETTLE SOIL IATER DRAINAGE 5HRU55 TREE PLANTING DETAIL A. Remove the plant either by cutting or inverting the container. TREES �' CAl. SCALE: NOT TO WALE B. For untreated plastic container grown plants with circliing roots, use a sharp knife to make ]inch cuts the length of the rootball. C. Plant shrub or tree a minimum of 1/0 of the height of the rootball above � ` Kd' `` ` i'�r:Fiz, DANI J_ LEE` I�X existing grade.„ D. Apply a 2 to 3 inch thick layer of approved mulch. Kee mulch (o" away from - - -- -- - � -- _ pp y y pp p y _ : .. ..___ . __- .=� R�J�;i� � �r.;r �•:$'.- .. _ ,� �� :; �Ot-I�::. I�i tl�a�.: iN?;,�t�S!,`�;i.Al., the trunk of all trees and shrubs. \. E. Plants grown in root containment bags must have the bags removed during thei ,. planting operation. No additional slashing of the rootball is necessary. ` NOTES: r 1) ALL PLANTING SHALL CONFORM WITH 165-368 OF THE �`��_ - __o, T ,. 855-2 �, FREDERICK COUNTY ZONING ORDINANCE (PLANT SELECTION, - - 4- PLANTING PROCEDURE, AND MAINTENANCE). 2) ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERIC< COUNTY PLANNING DEPARTMENT. LANDSCAPING CALCULATIONS PERIMETER LANDSCAPING REQUIRED = I TREE PER 2000 5F AREA OF PARKING = 5200 SF PERIMETER TREES PROVIDED = 3 INTERIOR LANDSCAPING REQUIRED = I TREE PER ID SPACES 26 SPACES = 3 INTERIOR TREES 5TANDARD5 A. Plants will be in accordance with the current ANLA?s 5tandards and conform in general to representative species. B. Balled and Burlapped (64B) (.Balled and burlapped plants shall be dug with firm root balls free of noxious weeds. There should be no excess soil on top of the root ball or around the trunk 2. Ball sizes shall be in accordance with ANLA 5tandards. 3. Caliper and Height Measurement: in size grading B$B single -trunk trees, caliper shall take precedence over height. Caliper of the trunk shall be taken 6? above the ground level (up to and including 4? caliper size) and 12? above the ground level for larger trees. For multiple -trunk trees, height measurement shall take precedence over caliper. C. Container -Grown Stock (.The size of container -grown shrubs is measured by height and width of plant. Container -grown trees are measured by the same standards listed in 5.3 above. The root system of container -grown plants shall be well - developed and well -distributed throughout the container. 2. All container -grown trees and shrubs that have circling and matted roots shall be treated in the Following manner prior to planting: using a knife or sharp blade, make 4-5 cuts, I? deep, the length of the root ball, to cut all circling roots. See Planting Procedures For All Container -Grown Trees 4 Shrubs in this section. 3. All container -grown plants should be grouped and watered daily until they are planted in the landscape, the soil shall be kept moist with the equivalent of one inch of rainfall per week A. Pruning shall be done before planting or during the planting operation. Pruning Detail For Trees in this section, B. All plant material in transit shall be covered to keep material from drying out. The coverrig shall comply with state and local laws pertaining to the transport of materials G. Trees shall be placed in an upright position with the rootball covered by mulch and kept moist. Trees and shrubs should not be left on site unplanted for more than 24-hours without adequate water to insure roots survial. 1,rS'yiJ, YL fit 1 IH' �xa`YI I �✓1�"fk`�' i r� E-3 161,6 I R 1,6 i t> �e' l 5 i ft C,5 ((4d) II0E5 C01II ERCIA'L �i ;7 a x l!`fil.. POLE ~` -A t ~ -�� INTERIOR LANDSCAPING AREA INTERIOR TREES X 51 STORY 11-10NIC. PAD -- i UI T114 DOOR EX HC f Elx, ONE 6TO1'ZY � ! f'sI.J2 r it 14 � I •�.T.� : � � { ,�� VX EX GATE m ! EX �3i1LsN Yi"X i.in'" I , f E ?t 31 ii...�G�:-t 77-___'--. _ .. / PERIMETER TREE —� DIG HOLE 2X-3X ROOT BALL WIDTH -' TREE PLANTING - VERTICAL STAKES TREES 44' CAL. SCALE: NOT TO SCALE PERIMETER TREES It �y S':,' }:-i CA i j:I�i! i �Ir�-i i i44yrb •.,..�, ! _ m f `'.:;., .� t•• t � _ k / : FRONT14 IN r !N�7l R. ' P 20,02, I r T,.== P 22Ie 20 10 0 20 40 XONE. 1,12 '.i r IN .UST]'=IIAL 5C,4LE: P = 20' IN OR TIE IOSE WITH TIE STAKES ) TO FIRM SOIL STAKES ) TO FIRM SOIL AKES PARALLEL AND BUILDINGS 0 oC W lilt Z 0 Z LO C.00 C\2 C\2 " N m .m r, C \2 CO c0 L O U ti0 Z �> x LO C\2 O W � 0 � j m N O o W U) 0 z w z o a U z U H z Q 00 W 5 r) W w a �� w a. Q Q W W rn U) w 5 � W 00 W o c CQ 2` Q co CO TH OF A Y L. K LER v No:032809 J Z a CL M O V CD U Z � Z p_AA � Z ' co Z E, CL Z CCEw-+ W W o�h� ^Z_i Z w W le W w Q Cij a C b Z O CO 0 O 0 DATE: 4-10-07 SCALE: 1" = 20' DESIGNED BY: WRS FILE NO. 4899 SHEET 4 OF 5 a7-43 0 z W W Z PLAN VIEW � 2"x6" CAP PLATE •2"x4" TOP RAIL Z W 0 o LO �.CQ co 1/2"x 6" PRESSURE 1 0 GGA TREATED LUMBER CO 0 FENCING (NAIL TO STUDS) 6x6-W 1.4x1.4 WWF-CENTERED C° rn q .•-A ,� O 0 4'-0" LONG "4 BAR 0 -0" Z > Lo � W/90° BEND g CENTER 2"x4" MIDDLE RAIL W �, a) US LO tiD U N 6" VDOT CL. A-3 REINF. GONG, Ln W/6x6-W 1.4x1.4 WWF ON 4"x4"xl-ll/2" PRESSURE ` �•��` ��'� �/�!•��•�/ /��f•` b" BANK RUN GRAVEL (21 OR 2"x4" BOTTOM RAIL ! �2 21A TYPE I MAT.) CCA TREATED LUMBER 12" ?x18" DEEP o STUD (TYPICAL) COMPACT 5UBGRADE TO 95io CONCRETE AT BASE MAX. DENSITY At THE OPTIMUM GilGATE 6" CONC. PAD W 1.4 x 1.4 WWF M015TURE CONTENT ?20% PER SECTION A -A AA5NTO T-99 :: _ w SECTION VIEW U) 4" 5Q. P05T - S' -0" LONG BUTT BOARDS H I"x6" PICKETS 5-1/2" EDGE TO EDGE O U 10'-0" z I V-0" O.C. _ z z PLAN VIEW > a DU1"F=5TE� ENCL0,5Ufi�E AND PAD a NOT TO SCALE Q q 50�4F'D ON 50,4�'D PENCE CW NOT TO SCALE W o 0 I I Q I I 6 L H OF TOP OF REINFORCING BAR FLU5N W/ TOP OF CONCRETE RANDY L. K PLER "d No, 032809 PRECAST CONCRETE BUMPER 1/8" DIA POLE (TYP.) SIGNAL d = 2-04 BARS CONTINUOUS Z ; I Ln z 1� 3/4" REINFORCING BARS O IMBEDED 18" INTO SUBGRADE WHEEL5TOP E NTS w Z Z E �— p co > w QZQ w E E Z (L wn- w o � W o z x Z � W � w w Q w a z � w V 1 m m O a O 0 DATE: 4-10— 07 SCALE: 1" = 20' DESIGNED BY: WRS FILE NO. 4899 SHEET 5 OF 5 07-63 12" WHEEL SLOP n n . • ,r n ' DUMPSTER p� . . �.. . '. CONCRETE PAD, ' � • • F '� •' a e• , 4: • a A .• d . v i Q M M O O_ 00 O O N 00 �1 O O� rn 00 z a L c w rn rn 00 0 N