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HomeMy WebLinkAbout23-11 Waffle House - Restaurant - Stonewall - Backfile (2)CENERAL NOTES VD0T GENERAL NOTES LECEND VICINITY MAP � 1. Methods and materials used in the construction of the improvements herein shall conform to the current Vi. All work on this project shall conform to the current editions. of and latest revisions to the Virginia EXISTING INTERMEDIATE CONTOUR 330 SCALE: 1 /9 = 2000' County construction standards and specifications and/or current VDOT standards and 'specifications. Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion EXISTING INDEX CONTOUR 330 �✓ o and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of Sir 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during. a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent PROPOSED CONTOUR 400 construction, must be provided prior to issuance of the site development Permit. The approval of these plans shall govern. °pA`,"� W in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and EXISTING EDGE OF PAVEMENT EX E/P Sediment Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health PROP E/P .,LU 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. PROPOSED EDGE OF PAVEMENT EX Z Trans ortation EXISTING CURB AND GUTTER C&G (VDOT� and Frederick County prier to construction in existing State right-of-way. V3. When working within VDOT right-of-way, alltraffic control, whether permanent or temporary, shall be -- - in accordance with the current edition of VDOT' s Work Area Protection Manual. Furthermore, all traffic PROP CBtG 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge PROPOSED CURB AND GUTTER required under State law. Specifications. , CG-6 CG-6R { Z TRANSITION FROM CG-6 TO CG-6R Ci7 ►• o� �, 0o °o nt 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including wlNCHi=srEQ held with the Developer, County Representatives, and Representatives of the Virginia Department of traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private , public utility companies. EXISTING TELEPHONE LINE A 00 Transportation (VDOT) to determine if and where guard rail .and/of paved ditches will be needed; The It is the sole responsibility of the developer to locate and identify utility facilities or items that may be a*? + !! - • =`" c d developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection. in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the PROPOSED TELEPHONE LINE E1QT315 CQ 00 o o Refer to developer from this responsibility. _ Q EX. 15" RCP Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. EXISTING STORM SEWER -�- c�lo V5. Design features relating to field construction, regulations, and control or safetyof traffic may be " €. 6. t An approved set of plans and all applicable permits must be available at the construction site. Also, a subject to change as deemed necessary by VDOT. Any additional expense incurred s a result of any field PROP. 15 RCP _ �® ®, I representative of the developer must be available at all times. revision shall be the responsibility of the developer. PROPOSED STORM SEVER 1 Z � � L 7. Warningsigns, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic EXISTING SANITARY SEVER g g V6. Prior to .initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land `�"•'�"b �' � o � Control Devices (MUTCD). use permits for any work within VDOT right-of-way. 9 � o ti PROPOSED SANITARY SEWER j a 0 W 8. All unsuitable material shall be removed from the construction limits of the roadway before placing V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and Y embankment. EXISTING ELECTRIC SERVICE -- -4 0 - held by the engineer and/or developer with the attendance of the contractor, various County agencies, 0 � H w 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less utility companies and VDOT prior to initiation of work. SHEET INDEX 1? �PP P PROPOSED ELECTRIC SERVICE than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any EXISTING GAS LINE indicated on the plans and as required at the field inspection. required or requested inspection. PROPOSED GAS LINE 1. COVER SHEET N Q 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall V9. The contractor shall be responsible for maintaining adequate access to the Project from the adjacent 2. E & S CONTROL, NARRATIVE & DETAILS •e .5 y be minimum 6" diameter and conform to VDOT standard SB-1. public roadway via a construction entrance that is constructed and maintained in accordance with PROPERTY LINE 3. SITE GEOMETRIC & GRADING PLAN W Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other 4. DETAILS & SAN. SEW. RELOCATION PROFILE 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than properties affected by this project shall be maintained through construction. The Developer shall have, FLOW LINE •••. •••5. DETAILS one litter receptacle shall be provided at the construction site. within the limits of the project, an employee. certified by the Virginia Department of Conservation and 6. LANDSCAPE PLAN Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices FENCELINE 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equi meet prior and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly to entering public streets, and it is the contractors responsibility to clean streets, allay dust, andpto take rectified. EXISTING POWER POLE whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free NOTES condition at all times. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the EXISTING TELEPHONE PEDESTAL a 11' 1 end of construction. coNTRAc�oR AND INSPECTOR xoTEs: 11. Notification shall be given to the appropriate utility company prior to construction of water and/or , , ,-w BUILDING SHALL COMPLY WTH THE VIRGINIA UNIFORM STAMIDE BUILDING CODE, SECTION 303-A (A -ASSEMBLY) OF THE INTERNATIONAL BUILDING CODE/2009. OTHER sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, EXISTING WATERIIINE W/ TEE CODE THAT APPLIES IS ICC A117.1-3-03 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES AND INTERNATIONAL ENERGY CODE 2009. cut sheets, and connections to existing lines. Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall _ have a minimum T thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at PROPOSED WATERLINE W/ TEE STRUCTURAL PLANS suBMILTrI,n FOR PERMIT APPLICATION SHALL BE SEALED BY A VIItGLNIA LICENSED DESIGN PROFESSIONAL» 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the conflict points. EXISTING FIRE HYDRANT APPROACHES AND DOOR CLEARANCES FOR MAIN EXIT/ENTRANCE SHALL COMPLY WITH ANSI A117,1-03 CLEARANCE REQUIRED FOR TWO DOORS IN SERIES SHALL COMPLY WITH O d ANSI SECTION 404.2.5. current standards and specifications of the Frederick County Sanitation Authority. U1 V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes; voids, caves, etc.) ALL. REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE. 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the encountered during the course of construction shall be immediately brought to the attention of the EXISTING CATER VALVE contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed engineer and VDOT. Work shall cease in that vicinityuntil an adequate design can be determined b the ENAND EW DOORS ARE TRANCE AccEss�n11Y• MAX m:12 SLOPE FOR RAMPS. MAX l:zo FOR eAILmIG SERVICE, Arro MAX i:aa FOR LANDINGS AND W� prior to construction. The contractor shall inform the engineer of an conflicts arising from his existing g• q g y AccEss AISLE IN PARKING AREA P , , g• y g g engineer and approved by VDOT. PROPOSED WATER METER utility verification and the proposed construction. HANDICAP PARKING SHALL BE PROVIDED PER SECTION 1106.6 (WHERE MULTIPLE. ACCESSIBLE ENTRANCES ARE PROVIDED, PARKING SHALL BE DISPERSED). 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT PROPOSED REDUCER sicruGE SHALL COMPLY WITHWrsBc 11oe.e. result of his construction project within or contiguous to the existing right-of-way. 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 SLABS WITH GREATER THAN 8• FFIIL, OR 24" CLEAN SAND OR GRAVEL REQUIRE ENGINEER DESIGN. o private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a STOP SIGN L8. When grading is proposed within easements of utilities, letters. of permission from all involved companies. $ g P y g g SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF IBC sIIAt1. APPLY TO THIS TYPE OF STRUCTURE (SOILS, CONCRETE. STEEL. ETC.). must be provided to Frederick Count Public Works Department prior to issuance of grading and/or site project to be . accepted by VDOT and that testing shall be performed in accordance with all applicable SLABS. GREATER THAN 24" GRAVEL OR 8- EARTH REQUIRES AN ENGINEER DESIGN'. P y P P g g / VDOT standards and procedures. PARING INDICATOR development permits. p INDICATES THE NUMBER OF TYPICAL PARKING SPACES 12 REGISTERED DESIGN PROFESSIONAL SEAL REQUIRED ON PLANS SUBMITTED FOR PERMITTING, 19. The developer will be responsible for the relocation of any utilities which is required as a result of his V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be ALL REQUIRED EI MBNTS OF EGRESS SHALL BE HANDICAPPED ACCESSIBLE, AND EXIT DOORS WILL MEET ANSI ACCESSIBILITY STANDARDS. W project. The .relocation should be done prior to construction. compacted in six (6) inch lifts to 95% of theoretical .maximum density as determined by AASHTO T-99 � SIGNS ARE REQUIRED TO HAVE A PERMIT. F, 1 HANDICAP PARKING A, within us. or minus 2% of optimum moisture for the full width of any dedicated street L, � 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected right-of-way. At the direction of VDOT, density tests. shall be performed by a qualified independent A in accordance with state law. In the event gravesites are discovered during construction, the owner and agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be VEHICLES PER DAY COUNT 100 engineer must be notified immediately. submitted to VDOT daily, unless specified otherwise. PROPOSED BUILDING ENTRANCE THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION 21. The contractor is to verify field conditions prior to and during construction and notify Greenway V15. VDOT Standard CD and UD underdrains shall be . installed where indicated on these plans and/or as OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION 0� Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the specified by VDOT. approved plan. PROPOSED STREET NAME SIGN 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet PROJECT INFORMA TION er of the developer. responsibility standards and is the respy p. proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered VDOT minimum designPROPOSED SANITARY LATERAL CLEANOUT Q professional engineer and results submitted to Frederick County prior to pavement construction. If a PARCEL IDENTIFICATION NO, 54-(('A))-99N eC)M K D. ITH eotechnical re ort has been re ared, it should su ersede the re uirements in this note. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall ��; ALL SIGNS SHALL CONFORM TOg P p P P q SANITARY MANHOLE IDEIdTIH'IER 12 STREET ADDRESS: GAAY DRIVE N0. 22837 be installed by the developer or, at VDOT s discretion, by VDOT on an account receivable basis following c : = SECTION 165-201.06 OF THE PROJECT SITE AREA: 0.G 738 AC `� 23. Contractors shall notify operators who maintain underground utility lines in .the area of proposed the Manual On Uniform Traffic Control Devices. FREDERICK COUNTY SUBDIVISION O Cut excavating or blasting at least two (2) working days, ( ) gdays,p ' DISTURBED 9 402 SF but not more than ten 10 working prior to� AND ZONING ORDINANCES commencement of excavation or demolition. Names and telephone numbers of the and operators underground V18. The developer shall provide the VDOT Residency Office with a list of all material. sources prior to the STORM DRAIN STRUCTURE MENTIFIER O CURRENT ZONING: B2 SS utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency start of construction. Copies of all invoices for materials utilized within any dedicated street CURRENT USE: VACANT ZONAL condition. right-of-way must be provided, to the local VDOT Residency Office prior to acceptance of the work. Unit EASEMENT LINE ALL BUILDING HEIGHTS SHALL and total prices may be obscured. PROPOSED USE: W�'FLE HOUSE CONFORM TO SECTION 165-601.02 24. All utilities to be located underground. SETBACKS: REQUIF PROVIDED OF THE FREDERICK COUNTY V19. Aggregate base and subbase materials shall be laced on subgrade by means of a mechanical CENTERLINE FRONT MINOR NA - SUBDIVISION AND ZONING 25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways. spreader. Density will be determined using the density control strip in accordance with Section 304 of EX[STRdG SPOT ELEVATION x735• RED NA _ ORDINANCES 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. PROPOSED SPOT :ELEVATION %< 35 35- SIDE - ALL SITE LIGHTING SHALL In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity MAXIMUM HEIGHT: ' 14' CONFORM TO SECTION 165-201.07 to be present during the construction and testing of the density control strip. EXISTING TREE LINE BITE LIGHTING NONE PROPOSED OF THE FREDERICK COUNTY V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and SUBDIVISION AND ZONING Bridge Specifications. Density shall be determined using the density control strip as specified in Section SUR VEY AND TOPOGRAPHIC INFORMATION LANDSCAPED AREA =uLATKONS ORDINANCES 315 and VTM-76. A certified compaction technician shall erform. these tests. Certified copies of test 54-((A))-39N = 24,995 SF P LANDSCAPED AREA REQUIRED 15X - 3,749 B.F. reports shall be submitted to VDT daily, unless specifiedp otherwise. A VDOT representative shall be LANDSCAPED AREA PROVIDED 40% = 9,990 S.F. Note: Any place within these plans stating Greenway.Engineering, shall represent Greenway Engineering, Inc. notified and given the opportunity to be present during the construction and testing of the control strip. 1. Boundary survey was performed by: FCSA CONSTRUCTION NOTES GREENWAY ENGINEERING Dated: July 20, 2007 E-1 V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36 inches and 54- A -39N = 24,995 S.F. 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com. larger shall be explored below the bottom of the excavation to determine the type and condition of the TOT.. BUILDING AREA = 1,783 SY 1UI y P foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for 2 Aerial, horizontal and vertical control surveys were PROP. BUILDING / LOT AREA = 0.071 < 1.0 2. The water and sanitary sewer portion of the plans are valid for three years from date of FCSA approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard performed by: GREENWAY ENGINEERING 2007F.1 approval. PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design (Year) 3. The contractor shall adhere to the Authority's standards and specifications in effect at the time of and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. PARTING TABULATION �,,, �-+ ;> construction. 3. Aerial topographic mapping performed by: 54-((A))-99c y 4. The contractor shall coordinate with and arrange for inspection by the Authority. V22. The foundations for all box culverts shall be investigated by means of exploratory borings advanced - Dated: - SHOPPING CENTER (SMALL -STRIP -STYLE CENTER) 5 PER 1,000SF 5. The contractor shall connect a new sewer line to an existing manhole by core drilling the manhole. below proposed foundation elevation to determine the type and condition of the foundation. The . BUILDING AREA= (50,200 SF /1000)05 = 251 REQUIRED (INCLUDING 8 HC) E-1 > 6. A new water (or forced sewer) main shall be connected to an existing main by a wet tap. contractor shall submit copies of borehole logs and report findings of foundation exploration to the EXISTING PARKING = 284 PROVIDED (INCLUDING 8 HC) W ® F � The Authority shall furnish all needed material and make the tap. engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT 284-30 SPACES FOR PARCEL 54-((A))-99N = 254 PROVIDED (INCLUDING 8 HC) W 1� The contractor shall submit an Application for Wet Tap and pay the required fees. Road and Bridge Standard PB-1. Contrary to the Standard, where rock is encountered andd cast -in -place < �D box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise 54-((A))-99N Nei � (j W O 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's i PER 100 SF OF SEATING AREA = 1783 SF = 18 SPACES U1 E- U inspector. unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall PARKING IS EXISTING AND 30 SPACES ARE PROVIDED U) 8. The Authority's maintenance division shall furnish and install all water meters through 2 inch in size. be determined by the engineer and approved by VDOT. APPR0 VAL F-1 It is the contractor's responsibility to have the meter box assembly installed correctly. (s� P Y y y V23. Approval of these plans shall expire three (3) years from the date of the approval letter. �✓ �,. � � Before a permanent meter is installed: / 'V a. The meter box, with its frame and cover, must be properly aligned with the coppersetter. V24. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as "r - JMR AND SANITARY SEWER USAGE ® _ b. The frame and cover shall be set to final grade. specified by VDOT. COMMERCIAL: 75 GDP PER 1000 SF U 06 W c. The distance between the top of the cover and the coppersetter shall be between 18 and 211,788 / 1000 x 75 Q inches. V25. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in FREDERICK COUNTY ZONING ADMINISTRATOR DATE WATER DEMAND 134.10 GPD o Z W / P p SANITARY SEWER DISCHARGE 134.10 GPD ��� p ���®�� d. All components of the meter box assembly shall be in proper working order. accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given b VDOT �. For services that connect to existing lines: after ', grading is mostly complete. PP g y g y *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) a. The Authority shall furnish and install: ' YEARS FROM THE DATE OF PLANNING APPROVAL R�A� -C "14 1. all 5/8"x3/4", 3/4",1", 1 1/2' FIRE MARSHAL S NOTE and 2" water services WE MANwumo�� � �� O Fire lane markings and signage: F-1 2. all sewer services. An "No Parking" signs and yellow painted curb locations will be installed U) b. The contractor shall: Y g g Y 1. coordinate the location of th4 by field inspection at the direction of the Fire Marshal's Office. service lateral with the Authority's engineering assistant 2. submit an Application for Service and pay the required fees. TRIP GENERA TION DA TA Project Name: Project Number: 10. All water line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard number 1015 or 1013. CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD Warr "le House 002 8y�jH 11. All fire lines must have a backflow prevention assembly, (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard number 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the Magisterial District: Date of Plan: (Month, Day, Year) backflow prevention unit. Radio read remotes are required. REFER TO TIA DATED: March 3, 2008 12. The Authority shall review mechanical plan(s) for design and material approval of a building's: STONEWALL MAGISTERIAL DISTRICT October 5, 2011 a. domestic water meter and its backflow prevention device, and/or it' PREPARED BY: PATTo HARRIS RUST & As CIATES, pc s b. fire service line's backflow prevention device. 13. DEQ must also approve sewer pump stations. FCSA requires a copy of DEQ's Certification to * TA#N FROM ITE TRIP GENERATIOIJA 7TH EDITION Owner: Address, Including Zip Code & Telephone No. DATE:October 5, 2011 Operate and a copy of the station's DEQ approved 0&M manual. These documents must be 3290 Northside Parkway Suite 385 received before substantial completion is issued and water meters released. UTILITY CONTACTS WTI Capital LLC Alanta GA, 30327 404-495-1950 SCALE: NA Water/ Frederick County Sanitation Authority Phone: Verizon Sewer: P.O. Box 1877 P.O. Box 17398 Developer: Address, IncludinIZip CIAL p hone No. 5986 FINANCIAL DRIVE Code & Telephone Winchester, VA. 22604 Baltimore, MD 21297 WAFFLE HOUSE INC. REAL ESTATE NORCRoss GA, 30071 DESIGNED BY: JNT (540). 868-1061 (301) 954-6282 Power: Rappahannock Electric Cooperative Gas: Shenandoah . Gas Co. 770-729-5896 FILE NO. 0028WH P.O. Box 7388 Phone: (NO) 898-86o0 P.O. Box 2400 Engineer Certifying Plan: Address, Including Zip Code & Telephone No. HANDICAPPED PARKING NOTE Toll -Fr": (®°°' S52_3904 VA 22604 SHEET 1 OF 6 • _ _ � 247 Industrial Ct. (22408) Toll ffise: (800) 572-2284 Winchester, 151 WINDY HILL LANE Handicapped parking spaces and aisles shall slope Fredericksburg, VA 22404-7388 Far. (540) 891-5981 (540) 869-1111 GREENWAY ENGINEERING WINCHESTER, VA 22602 - '��- no greater than 2% in all directions. Virginia Utility Protection Service 1-800-552-7001 (540) 662-4185 DWG# 11--17 MINIMUM Erosion & Sediment Control Narrative CONSTRUCTION STANDARDS NARRATIVE PROJECT DESCRIPTION ELECTRIC POWER, .TELEPHONE, STORM, SANITARY, WATER &GAS AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED WITH THIS PLAN MUST BE THE WAFFLE HOUSE SITE IS LOCATED AT WINCHESTER GATEWAY ON THE SUPPLY TRENCHES ARE TO BE COMPACTED, SEEDED AND MULCHED CONSISTENT WITH THE VSECH FOR 4VAC50-30-40 MINIMUM STANDARDS: 1 �� 1 ! i '�' �. Al2 , 61 NORTH SIDE OF BERRYVILLE PIKE ROUTE 7 IN FREDERICK COUNTY VIRGINIA AND IS WITHIN THE STONEWALL MAGISTERIAL DISTRICT. THIS PROPERTY IS WITHIN FIVE (5) DAYS AFTER BACKFILLING. NO MORE THAN 500 Ila IDENTIFIED IN THE FREDERICK COUNTY TAX MAPS AS PROPERTY FEET ARE TO BE OPEN AT ANY ONE TIME. I. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED "'� IlI�1 _ I AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE iS REACHED ON ANY PORTION OF THE` IDENTIFICATION NUMBERS 54-(A)-99G AND CURRENTLY ZONED GENERAL ALL CUT AND FILL SLOPES ARE TO HE SEEDED AND MULCHED WITHIN SITE. TEMPORARY SOILS STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO BUSINESS (B2). THE LAND DISTURBANCE PROPOSED WITHIN THIS PLAN IS FIVE (5) DAYS OF COMPLETION OF GRADING.. DENUDED AREAS THAT MAY NOT AT FINAL GRADE BUT WILL REMAIN DORMANT FOR STRICTLY FOR THE CONSTRUCTION OF A HOTEL AND ASSOCIATED PARKING LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS 1 1 1 DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR 1 < 4$ + `` JJ1 * p p / �t- ' X> EXISTTNG SITE CONDITIONS SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE 1 1 E>4 I5 i I I VC'1 I IN(Li L0 I THE TERRAIN OF THIS PROPERTY IS GENTLY SLOPING. WITHIN THE SITE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER UNFORESEEN ` ® '� I '� AREA THE DRAINAGE WHICH FLOWS SOUTH TO A CULVERT WHICH DIRECTS 2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS, CONDITIONS. IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE ' . 1 0 / 1 ® W o U7 ALL DRAINAGE OFFSITE TO OUTFALL INTO THE EXITING STORM WATER SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES, THE ADDITIONAL MEASURES TO THOSE SHOWN,- AS NEEDED, IN ORDER TO 1 � � � � � �, � I ,��-^®� � CO CO CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT '� � Cq 't o MANAGEMENT AREA DESIGNED WITH THE WINCHESTER GATEWAY CONTROL EROSION- AND CONTAIN SEDIMENT ON SITE. ALL MEASURES , 1 � DEVELOPMENT. THE MAJORITY OF THE PROPERTY IS WOODED WITH DENSE SHALL BE INSTALLED ACCORDING. TO THE STANDARDS AND STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS. AND 1 1 \ t SHRUBS. SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT CONTROL SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. ,� I " W 0Cq - D HANDBOOK. 1 , b / ` l ,o� '°� -. •to to to to 3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS ` 1 1 '� If _ 1 �' ®I THE PROPERTY MAINTENANCE NOT OTHERWISE PERMANENTLY STABILIZED..PEWANENT VEGETATION SHALL NOT BE .- Z THE SUBJECT IS BORDERED ON THE WEST SIDE BY THE WINCHESTER 1 %� s �' - �--- ` - ""�� - -- Cq ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY. THE SITE 1 ��!'/�I - _ x y u7 a GATEWAY DEVELOPMENT, TO THE NORTH AND EAST BY THE ORIGINAL CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IS UNIFORM, `` .. �"° $ - �+ L`- SUPERINTENDENT OR HIS REPRESENTATIVE AND WITHIN 24 HOURS 1 \ - " '` -. _ " WINCHESTER MALL TO THE SOUTH BY GATEWAY DRIVE. MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION 1 °� `'~ - ` �- ��. ��'� ¢ �_ z - W •d o o AFTER ANY STORM EVENT GREATER THAN 0.5 INCHES OF RAIN PER , ' 1 - � , � ' \ W 0 'n ' 24 HOUR PERIOD. ANY DAMAGED. STRUCTURAL MEASURES ARE TO BE , 1 1 \ -""� �----�------ SOILS--- -- gas - p. REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE 4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER 1 1 1 f \ REFER TO GEOTECTNICAL REPORT PREPARED BY TRIAD. CHECKED REGULARLY TO ENSURE THAT A . GOOD STAND OF GRASS IS MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ®''� - --_ ----- ' \ \ �Ir MAINTAINED. ALL AREAS SHALL BE FERTILIZED AND RESEEDED AS ANY LAND-DISTURBFUNCTIONING ACTIVITY AND SHALL BE MADE AL BEFORE UPSLOPE EROSION AND SEDIMENT, CONTROL MEASURES NEEDED UNTIL GRASS IS ESTABLISHED. LAND DISTURBANCE TAKES PLACE. 1 � 1 �^' --- --- .._.._•_ �""' � �` • `- l 1 UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL �\,. � , j � �' \ \\ -•- '- --- ®� mr, � •` `-' -- - � `� EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC 5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS , "�' \ �'XISAIrIIV��wly�'`'� �' ' ' o AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND ROADS IN A CLEAN, DUST AND MUD FREE, CONDITION AT ALL TIMES. DAMS, DIKES AND DIVERSIONS. IMMEDIATELY AFTER INSTALLATION. \ 1 \ ®®^�' '- '^�. ® -®. -'` " ___ - , ' a SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. PHASES OF LAND DISTURBANCE ACTIVITIES �►��� 1 /' ` a ' --- �, y %1: TO HAVE PRECONSTRUCTION MEETING PRIOR TO ANY 6• SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE CONSTRUCTED BASED UPON THE \ ` , Tit\� ! -' ® _"' ,� '' ,,' 0 CONSTRUCTION. TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. \ \ �� ® �� �•" -__ -_ --- w va STRUCTURAL MEASURES , �. \ .• �. -- -- ._.._ ._,_, III � 2. CLEARING AND GRUBBING FOR TEMPORARY CONSTRUCTION ACCESS PHASE I & II TO INSTALL SEDIMENT CONTROL DEVICES ONLY (PHASE I SILT A..THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS \ FENCING AND TEMPORARY INLET PROTECTION). PER ACRE; OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE ` /, \ �„ \ v\ „p. 1. INSTALL SILT FENCE. 3. PLACEMENT OF SEDIMENT CONTROL DEVICES. AREAS LESS THAN THREE ACRES. 2. INSTALL TEMPORARY INLET PROTECTION. 4. OBTAIN INSPECTORS APPROVAL PRIOR TO BEGINNING GRADING 3. BEGIN CLEARING AND GRUBBING THE SITE OPERATIONS. B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM 1 A� + / X ® X ®X 5 CLEAR AND GRUB REMAINDER OF SITE. DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE ` 1� �.�'' -- -- _ ONCE THE SEDIMENT CONTROL MEASURES ARE INSPECTED FOR CONFORMANCE 6 ;:ROUGH GRADE. SITE. CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A / ° �'�� f � __ INSTALL DRAINAGE DEVICES WITH SEDIMENT CONTROL Ci / �,, ___----'��`f�J 1O ff-• �X ,,`\ ~ Z AND APPROVED BY THE FREDERICK COUNTY PUBLIC WORKS DEPARTMENT 7. ": SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE o _` --� .� COMMENCE WITH THE CLEARING & GRUBBING OF THE SITE WITHIN THE S. FINAL GRADING. OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE 1 \ // •• LIMITS SHOWN. IF NECESSARY INSPECTOR MAY REQUIRE ADDITIONAL EROSION 9. RESTORATION AND STABILIZATION OF DISTURBED AREAS. BASIN DURING A TWENTY-FIVE YEAR STORM OF 24-HOUR DURATION. RUNOFF 10. WITH THE APPROVAL OF THE INSPECTOR, ONCE ALL DENUDE & SEDIMENT coN1�tOL MEASURES. AREAS HAVE BEEN STABILIZED, REMOVE EROSION AND SEDIMENT COEFFICIENTS USED IN RUNOFF A BARE EARTH CONDITION OF THOSE CONDITIONS I ! I t // '� i \ /\ \ CONTROL MEASURES, INCLUDING EXPECTED TO EXIST WHILE THE SEDIMENT BASIN 16 UTILIZED. I I / GATE W I �( _'--- `� W VEGETA3M MEASURESSEEDING ` , NOTES: i. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTION A MANNER THAT PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO 1. ALL PERMANENT SEEDING SHALL BE IN ACCORDANCE WITH SECTION WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED 3.32 OF THE VESCH. WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE 2, TOPSOIL SHALL BE SPREAD AT A MINIMUM DEPTH OF 4". ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. / L I I/ APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT 3. PULVERIZED AGRICULTURAL GRADE LIMESTONE SHALL BE FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) INCORPORATED INTO SOIL (TOP 4-6 INCHES) AT A RATE OF 90 LBS. 8. CONCENItRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS / 0 I DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS PER 1000 S.F. (2 TONS PER ACRE). CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR THAT ARE TO BE LEFT DORMANT FOR 4. FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS. PER 1000 S.F. SLOPE DRAIN STRUCTURE. / ! I / W MORE THAN SIX (6) MONTHS. (1000 LBS. PER ACRE). 5. SEED MIX SHALL CONSIST OF 90% KENTUCKY 31 TALL FESUE AND ATE DRAINAGE OR OTHER S. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQU TOPSOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT 10% IMPROVED PERENNIAL RYEGRASS APPLIED AT THE RATE OF 250 PROTECTION SHALL SE PROVIDED. / I / FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION LBS. PER ACRE. IMMEDIATELY AFTER GRADING. 6. STRAW MULCH SHALL HE APPLIED TO ALL SEEDED AREAS AT THE EROSION R O S I ®N & SEDIMENT CONTROL. PHASE RATE OF 3500 LBS. PER ACRE AND ANCHORED WITH CUTBACK, OR 10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION MANAGEMENT STRATEGIES EMULSIFIED ASPHALT APPLIED AT A RATE OF 200 GALLONS PER SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE T F� CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL ACRE. CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. BEGIN AND END AS QUICKLY AS POSSIBLE. DUST CONTROL: 1. TEMPORARY ,SEEDING SHALL BE APPLIED TO ALL DISTURBED AREAS li. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MARK D, SMITH THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION SUBJECT TO LITTLE OR NO CONSTRUCTION TRAFFIC. MADE OPERATIONAL ADEQUATE OUTLET PROTECTION AND ANY REQUIRED AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. 2. ALL HEAVY TRAFFIC ROUTES SHALL BE SPRINKLED WITH WATER "b LiC. N0. 22837 MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT ARE UNTIL THE SURFACE IS WET, AND REPEATED AS NEEDED TOCONTROL TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE O 4 CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM. DUST. CONVEYANCE CHANNEL AND RECEIVING CHANNEL. 12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE `S10 L AFTER AREAS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE AND REMOVED. THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIII3LE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONEROD15LE COVER MATERIALS. 13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE atormwater Control Narrative THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING fRE5PON515LELAND DIFURBER CONSTRUCTION OF NONER0015LE MATERIAL SHALL BE PROVIDED. The storm runoff from this project is controlled though an on -site 14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO NAME underground storm system to the Natural Stormwater Management WORKING OR CROSSING LIVE WATERCOURSES SHALL BE MET. CCa�t t t facility. The runoff from this site was designed and approved with 15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY CERTIFICATION IrICA I ION #: F the original Winchester Gateway development (Refer to Storm Water AFTER WORK IN THE WATERCOURSE IS COMPLETED. Management Report dated May 5, 2005. A post development a J C-value of .15 was utilized In the original design For this site. 16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE t /� t E-r � FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: THE RE5P®N51�L Lf-VNp D15 I UI�B W � �. A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. 15 THE PARTY RE5PON515LE FOR � < � - . bg� /� t THE tI'�y � � B. EXCAVATED MATERIAL SHALL. BE PLACED ON THE UPHILL SIDE OF TRENCHES. CARRYING OUT I HE LANI) p15 I URBING � ® � 1� Z C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED ACTIVITY IVITY A5 5ET FORTH IN THE PLAN5, THROUGH APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A E-° � � Ew-1 O MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE EROSION/5ED iMENT CONTROL LEGEND PROPERTY. NO. KEY SYMBOL DESCRIPTION D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN CONSTRUCTION OF A SILT FENCE ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. GRAVEL CURB INLET SEDIMENT TABLE 3.32-C 3.02 CE TEMPORARY GRAVEL CONSTRUCTION (WITH WIRE SUPPORT) SITE SPECIFIC PERMANENT SEEDING MIXTURES O ENTRANCE FILTER FOR APPALACHIAN/MOUNTAIN AREA a Q 11. WHERE CONSTRUCTION VEHICLE ACCE55 ROUTES INTERSECT PAYED OR PUBLIC T. TR U AND EXCAVATE A aUNE s. srAwF TiARE FENCING TO THE aosrs .00 � XaE-�9E �9E - SUPER SILT PENCE ROADS, Minimum Care Lawn per P�aPE A�o++c THE uwE PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY � �• _ Total Ac s. 3re VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED �- +�-'"`'�!� �--�' - Commercial or Residential 200-250 lbs. F4 /� W 3.01 IP STORM DRAIN INLET PROTECTION ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED - Kentucky 31 or Turf -Type Tall Fescue 90-100% THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE - Improved Perennial Ryegross * 0-10% 0 y Bluegrass 0-10% - Kentucky Blue 30a uP CULVERT INLET PROTECTION. DISPOSAL BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL g U N DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS High -Maintenance Lawn U) ® REMOVED IN THIS MANNER. THIS PROVISION SHALL. APPLY TO INDIVIDUAL / I IIII -'/� _ I I IIII '--�- Minimum of three (3) up to five (5) varieties of U1 309 DD TEMPORARY DIVERSION DIKE DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. / //� _ \� bluegrass from approved list for use in Virginia. 125 lbs. W 3.10 O TEMPORARY FILL DIVERSION 18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE General Slope (3:1 or less) REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE rL011 III rT - Kentucky 31 Fescue 128 lbs. 3.11 ® �f�"' TEMPORARY RIGHT OF WAY DIVERSION TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY ` - Red Top Grass 2 lbs. •PP+I THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOiL �,� nL -Seasonal Nurse Crop** 20 lbs. 3. ATTACH THE FlITER FABRIC TD THE 4. BAG61LL AND COMPACT tt� t2` 150 lbs 3.12 1..11110- DIVERSION AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE FENCE ,wn EXWO rr WM TTE TRENCH. EXCAVATED son. RUNOFF WATER VARE MESH PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. NO FILTERED WATER Low -Maintenance slope (Steeper than 3:1) EROSION CONTROL MEASURE CAN BE CHANGED OR REMOVED WITHOUT THE `~ ; 3.13 ST TEMPORARY SEDIMENT TRAP ?,:y ,y ;:;: - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 lbs. PERMISSION OF THE SHENANDOAH COUNTY INSPECTOR i °;. - Seasonal Nurse Crop** 20 lbs. 3.18 O OUTLET PROTECTION - Crownvetch *** 20 lbs. 320 CD--�--®- ROCK CHECK DAMS iS. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE _ i II ..ems II `'� 150 lbs DATE:October 5, 2011 PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES %�� II "' 11 - `r:'a ' " ' R *Perennial Ryegrass will germinate faster and at lower soil 333 O ---�-- SODDING IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF. r �✓ _ sEOInIENr I :: °r temperatures than fescue, thereby providing cover and erosion resistance for seedbed. Fa°� SCALE: AS SHOWN 338 O 0-0-0 TREE PROTECTION 20. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE I1 _ CONCRETE OunER 12' CURB INLET ** Use seasonal nurse crop in accordance with seeding dates as ® - - - --- LIMITS OF CLEARING i GRADING EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND =III stated below: BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE. OWN" OF FMRIC AND "NW NTO THE TRU°H• March, April through May 15th Annual Rye DESIGNED BY: JNT May 16th through August 15th Foxtoil Millet SPECIFIC APPUCATIo2d August 16th through Sept.,Oct. Annual Rye h February ® DRAINAt'ssE DIVIDES FABwc November through y Winter Rye FILE NO. 0028WH THt3 MMOD OF WIIET PROTECTION L9 APPUCARLE AT CURB MUM CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED 4 - INCONWH=VENIENCE NIENCPONDITG IN FRONT of THE STRUCTURE I3 RESNOT AND U TO CAUSE "RE I cE OR DAMAGE To ADtACEe�T srRutcuREs AetD uNPR°TECTED *** If Flatpea is used, increase to 30 lbs./acre. All legume seed SHEET 2 OF 6 WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN must be properly Inoculated. Weeping Lovegross may also be 14 DAYS AFTER START * GRAVEL SHAD. BE VDOT #s, #357 OR 5 COARSE AGGREGATE. Included In any slope or low-maintance mixtures during warmer 3001iC)� from lnetalletion o4 emA ttai>rio Iflter Bazrl+sa for 3adimeet Control 1'lJ78 306-1 3�ooi t SOURCE: VA. D31►C PLATE 3.07-8 seeding periods; add 10-20 Ibs/acre in mixes. DWG# 11 --17 - _ - 66.,3 � 1 1 co N II I I O � cn r.a � O rI 1 ccCY <� t, %/ ��? I S 82'52'26" ►�� / I 52.92' I N 01001'34" E 662 A 150 / DHS NO I�! EX. ASPHALT PARKING AREA CL/RVF nATA i 1 1 1 1, CURVE DELTA ANGLE RADIUS, ARC LENGTH TANGENT CHORD BEARING CHORD LENGTH C 1 30' 12'53" 260. 00' W.11 ' 70.19' N 79' 17'50" W 135.53' C2 42'30'48" 151.28 �1 2.25' 58.85' N 15'47'52" W 109.70' 1 Al2`\ r } --. S 82'52'26" E - 154.4' ). I > I I I 12 I I I I 1 1 SAW -CUT EX. PVMT t CG } PROPOSED TAX PANEL 54-A-9SY FOR PROP. CONC. 1 0.5738 ACRE / D UMEEPDETAISTER PAD L SHEET 5)� 1 / co UT \ 6�, 1 / o ADD SAW -6SPHALt � 1 CONTRACTOR TO MILL EX. ASPHALT PARKING AREA l � 1 1 , . AND OR OVERLAY r�aC\f WALK-TNRU ;j' - TO PROVIDE SMOOTH TRANSITION ( / +1- 1 / I ; \f ., AND POSITIVE DRAINAGE I I 91- 333�° I CUT IN REMOVE 4 REPLACE APPROX. 65 �pT EX. 8 SANITARY SEWER 1 MANHOLE � 1 \ CURB < GUTTER REPLACE WITH i X15,1 FA / TO BE ABANDONED. FLUSH I TOP MH=66 0+/- t NEW CG-6 E LINE AND CONCRETE CAP INV INS b5 1 t w 1 CklBOTH ENDS. IN T=651.45 EX. TOP (L=14') Q, 1 t TO BE RELOCATED AS O . \ CN 1 -SHOWN OR REPLACED ' t � EXTEND PIPE 5' 1 i TOP=660.50 4,2. 1 INVOUT=653.10 I ryQI 17 - Q lo � � 1 � '•: � 1 - T ST fT 'r �' ( EX. CG 6 T REMAI �0.i�.'i� SLOP_: (oIEX EP / 1 \ 1 / c.\, / � .<,7�, .r t _ 1�' • ,• . � `t - _-. + •' . +,-r3':+G��ICa-7/W +' -+- + • 1 •l- •2� t f• .� i , 1 , '; i-C"'<' �. ,, i� : - t ' -' , ' `I1. _.._ _ \ /� ?�/^,` 1 - "r% � + - a� ` - + :j^~+ `a-•• - +. i r 1' - � Z} � --', i. (Q ! y d° '�-3 - : ..- ,•$' - '_-.-., t \` ` -, ,� _ j= _ _ .., . '� ji/4j _c •> l S , • ..IC�.:GIN 4 LP F .- Ps N{ GORN. ,: CG 2 TYPE B �� 3 -`C 1 �` F CCIRi� NLF_ , `��.. �:t-. ro. fi M ..., HC SIGNS 6 TW DOMESTIC - " ' t 664 , ENTRY 1 / F_�1 t_11AT10)V = 6 \ -" - -VAN. ASSESSABLE WALK.- IN .. I" METER VAULT SSEMBLY 1 / COR'R INLIE T "i ' \ _ WATER �� f -�- `` • WITH 1" METER ��, � TYP. _-_ _ .-. f'O? _� �. � � �' , FREEZER/ 2' x 2''PAD_ " -- .,�''� -- -- T 0k = 6G .59 t 9 COOLER FOR CO2 TANK`' g" INAf T OU� (S) =� . 03 \ \ 66 -` PROPOSED DASH3104AFFLE HO_U$E 4" INFLOW `•' - 23'-8" x 15'-4"6� L"'EFT HAND BUILDLING 66 663 _34�SEAT - 16 STATION _ N 1 / \ 4:1 SLOPE _ - "�- 'Ff E.=66333 `1 _ 4:1 SLOPE �333 0 0 '��9fi BUILDING HEIGHT = 14', EXPOSED- \ ,' o ,."` FOUNDATION r - - GREASE 662 TRAP WALL ` DESIGNED BY OTHER) (p:� ; - , �,' -. 66' yao b -'� GAS METER' -' _ 6.9 4 659 " a 'f LOCATION (PER A H)' PR(PPOSED UG ELEC,n 1 `ELE" RIC-ROIJ \ f� ' ♦ \ s ICOORDINAT W/ UILITY PROVIDER) . . _,� \ �� �,..-' INTO BUILDING ~�-- .� _ TIE PROP SNJ \ �, _ - �_ .... / C/O _ N EQ TO EX. sAu LA. l ys, IT T1c?7 L IEN•- - _ . .P�` -- - ____ _ 8" SANS SEW. s NEW STD. 0 _ s \ 1 �q J► \ \ \ \ 4�� SDR 35/26 ` - _ "SEW. EAT. MANHOLE \ t « t \ \ \ PROPOSED 20'' \ \ \ OUTFLOW EX. Si. N _ � 1 � o �1 ,-�- -•.-- SEWER EASEMENT ---- -- 2 _ TOP MH=661.00 1 1 i \. '1% TEST PIT - _ _ _INY IN=655.10 SANITARY ._:EWER MANHOLE i``/ �/�\. \ I TOP = 65'. ? 1 i INVERT IN (8")-=6 -J'Y0 I\ VERT OUT - 626.9f Ci �ZI� / SIGN � f / � 10' SF IVEI?i FASEHF7,11' OR 948 PG 262 1 / / t INY OUT=w 6S550- - '- 0 58 CAST IN PLACE -FACED WITH SPLIT BLOCK _RETAINING WALL W/ HANDRA L 1 (DESIdt4ED 15Y-OTHERS) -- - - SCUT IN ` '' -- � _-•- - / MANHOLE PROPOSED UG GAS ROUTING -ORD] TE W/UILITY PROVIDE) / TOP MH=659.00 - - - `INv IN=65495 ♦ f - 656 h� INv OUT-654.15 6 - -- �55 .ems' -----°--• "'-"' LP TEST PIT CONCRETE SIDEWALK FORV�i�4S 1 � 1 -- — CONCRETE CURB & GUTTER / - _----_---1- ,i, 50' INGIRE65/EGRE55 EASEMENT \ INS,r. NO. 050006151 PO B —I \ GA TEWA e DRIVE PR/VA 1 I I \ I q5 �I 1nl-.T I I AND SIGN = 27.8't ABOVE GRADE I Z cc 1 1 W I W I 1 I z I W a 0 I CD CO > C\2 �i I I O a I CDL (O `= BUILDING HEIGHT $4 a �, � 4 cz TO TOP OF WALL = 23.8f ABOVE GRADE W I crj I 666.72 X U ' SANITARY SEWER MANHOLE IN (N) == 658.96 w"j(@INVERT ' INVERT OUT (SW) = 658.90 n I to 0) REMOVE ASPPALT t CG REPLACE WITH GRASS CN Q J ) 0) v o � ASPHALT DRIVEWAY Q Q o 0 L6665 Q z o � j O 6'64 V I" WATER SERVICE LINE BY FCSA — - PROPOSED 20' , EX• WATER VALVE FCSA TO CONNECT TO EX. LINE \ WATER EASEMENT AND INSTALL SERVICE THRU \ \ 664 METER VAULT ASSEMBLY. 662 _ \ I o o I EX. PH PIT } 1 I EX. 6" WATERLINE I 1 EX. FIRE HYDRANT I 1 OLLARDS I v 660 SH 8VMARD SMITH b Lic. No. 22837 kl� r— `SIGNAL W \\ cl- Q o \� 1 � 175'f TO OVERHEAD '>v \ I o POWER & TELEPHONE LINE �, - 659 - g- ` 1 I J a W 1 111 Q � f I 1 1 __ Q 3 >:4 658 - - - } \ 1 1 663 _ O Z 1 — �11O 657 U 111\1 }1 U ■i CO U 1 1 11 06 W _ — 656 11 1� 1\ ,\ `� 663 cavcR�TF w 16 V Q O � ' Q W 655 1 \ `60' �� �� W O 63, 9 \ U1 --- 654 - e ,\� �` \� 6 ` �• � Lp_' S> � � o 1 h 10' } 56AL\1'\=I 14 \ DATE:October 5, 2011 SCALE: 1"=10' NORrHEI. VA. f DESIGNED BY: JNT 201 FILE NO. 0028WH SHEET 3 OF 6 DWG# 11-17 1 WIRE MESH REINFORCMG VD O.T. ROAD AND BRIDGE STANDARDS SECTION 30IID4 CLASS A-3 CONCRETE T6" BASE 21-A COMPACTED SUBGRADE (COMPACTED TO W% DENSITY AT OPTIh1lAM MOISTURE CONTENT, VDOT BTM-I METHOD) TRA5H DUl" F5TER FAD (NOT TO SCALE) 4" REINFORCED CONCRETE 3000 P51 4" SUBBASE (21-A STONE) WIDTH VARIES SEE SITE PLAN 2% CRO55 SLOPE MAX. no v. d •' • All :d b .• • .•.'• '. d ae 4" aft -IIIIII—I I i�_I I I—i I I —III —I COMPACTED SUBGRADE (W% DENSITY) CONCRETE 5f DEWAL_K i)ETAiL- (NOT TO SCALE) LIGHT DUTY ON51TE T T1=1CAL PAVEMENT 5EC.TION NOT TO SCALE 1" SM-13BA SURFACE COURSE ®r_u�_ 2" BM-25.0 BASE COURSE 6" SUBBASE VDOT STD. GR-215 TTTff — — — 1 COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-I METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 10. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. PVMTSECT ■ DETAIL OF REQUIRED 3-FOOT SEPARATION LIGHT POLES (MEASURE TO CONCRETE BASES IF ABOVE GRADE). TREES AND SHRUBS (AT INSTALLATION) UPRIGHT SIGN 8� U MEASURE TO DRIP LINE OF FURTHEST PROJECTION (SIGN, FACIA, LIGHT, ETC.) IF CLEARANCE LESS THAN 15' HIGH. OTHERWISE, TO FACE OF COLUMN OR WALL. , OVERHANG CARELESS EXPRESS 1 I 11 14 *DIRECT DELIVERY U TO YOUR FRONT TO 3MIN AISLE OR IU PARKING STALL 3' MIN. ' SIDK OR MAXIMUM MAX SLOPE 6" ABOVE SLOPE AISLE OR AISLE OR FO NDAT ON OR BELOW PAVEMENT 3' MIN. PARKING STALL PARKING STALL PLANTING MINOR DEVIATIONS TO MAXIMUM SLOPE WITHIN 3-FOOT DAM HWU•1. n PM AREA WILL BE CONSIDERED ON A CASE BY CASE 5ASIS. SIGN SHALL BE LOCATED SUCH THAT IT WILL NOT BE OBSCURED BY VEHICLE PARKED IN SPACE. LIGHT COLORED REFLECTIVE 11 2» I SIGN (SEE DETAIL) BACKGROUND MAT'L I�"l FC DARK COLORED 2" LETTERS OR & 3/8` BORDER RESERVED VATH ?* 2 INTERNATIONAL SYMBOL PARKING I OF ACCESSIBILITY 24" T [mill 61 [d STRIPED AREA 9 n c0 4.0' MIN. 7.0' MAX. HANDICAPPED DISPLAY CONDITIONS SYMBOLS s' MIN. UNLAWFUL PARKING IN THIS 4' STEEL PIPE FILLED WITH CONCRETE SPACE IS SUBJECT TO A f3' FINE OF DARK COLORED REFLECTIVE VAN ACCESSIBLE SPACE 50.00 TO $100.00 BACKGROUND MATERIAL V FOR FZEGULAR SPACE HANDICAPPED PAWING DETAIL LIGHT COLORED 1" LETTERS RAMP FOR HANDICAPPED MUST BE LOCATi PITS_ AT SAME POINT ADJACENT TO THE 8' AISL MH �MH Q114 ...., 0 luUJ 615 .V . lu . IN If li_ L o a 6i0 0 0 W o -u _ _ 1 I i I I I 665 i Q_ rb65 PROP.&RADE ! EX. GRADE I I 660 660 2.29' O(Y I 655 ` ._... �....._ _ _•—MIN. 18 -_ 655 MIN 18" I CLEAR CLEAR ..._-.. _.... 650 I d 1650 I '�• J 102',-8'r PVC SDR PVC:5D 35/26 35/26 645 0.54io ul 03 5ho 645 _... _ ��...,.__. _...�_.._r w ��M 640 rLl�r 0 d z Q tt - I __..__.- 4 ,n 640 z rr U t� �n I �ZZp i ItzG U—p _ � rr 635 BZZZZZZZ 635 > 13+50 10+00 10+50 11+00 11+50 12+00 SANITARY SEWRR E1 TO 3 H = I : rJl� SCALE: HORZ 1"■50' VERT. 1"■ 5' gener^'^^" ' 8' locatk markE stor location 24' select backfill 6' 112 O.D. 6' CONCRETE CRADLE location mark; STANDARD 24' select backfill 6' All backflll to be compacted to 95% of ASTM D698 maximum density. 6' ------' tiadcflll �%�/�/ I/>%j %j>ij 24' select backfil I B' i CONCRETE ENCASEMENT TRENCH & BEDDING -1- Ford stainless steel full circle repair clamp, style new mantx)le FS or FCSA approved base section equal 7 NEW MANHOLE ON EXISTING LINE -17- FEB 09 Ford stainless steel full circle repair clamp, style FS or FCSA approved equal 4W min. CertalnTeed Rexus 24' manhole cover no. CDRU60EH 2' custom setter (meter by FCSA) varies at property line — (see note 3) 2' max concrete pad 18" dla. x 6' deep 6' stone roadway box—� 2' CTS polyethylene 27- 21? T r tubing (PET) 200 psi 12' w/ SS Inserts at all .. connections J it saddle with corporation stop water main ball valve curb stop with PJ — (CTS) both ends with 2' gate valve operating nut %' concrete wedge anchor bolt - 4 ea. 2' adjustment ring with butyl Joint sealant on top and bottom standard flat top for 4' diameter manhole finished grade of pavement or earth meter Interface unit bracket furnished by FCSA and Installed by by contractor .•° 3 riser section for 4' diameter manhole eC with cutouts •° 3' min.--� 2' min . VIA ..................•....... : solid support blocks 6- stone under custom setter 12 gauge solid Insulated copper wire for line tracing, PJ X FIP coupling and taped at 10 foot Intervals MIP plastic plug (see note 4) �6•� NOTES: 1. Water service crossing street shall be encased In SCH 40 PVC or SDR 21 pipe. The piping shall run from one foot beyond sidew alk, walk, across street, 8' to one foot beyond sidewalk. 2. Install 12 gauge solid Insulated copper wire (for line tracing) from core. stop to Into the meter box [ wrap wire around core. stop; wire to be taped to top of PET at 10 foot Intervals; come up Into meter box; wrap around bottom of angle ball valve; terminate with 12' tall place]. CUTOUT DETAIL (typi-) THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE 1Y2' AND 2" METER INSTALLATION -9- spigot by gasketed bell 45° bend r �— gasketed pipe and fittings 8' x 4' gasketed bell wye solvent weld cap property line finished grade f -— 5' location marker stone 45° 4' pipe at 2.00% minimum grade 36" ! In. —yl cover All pipe and fittings shall be SDR 35/26. GRAVITY SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS FEB 09 -22- rg treated 27t 4" with - top 6' painted green FEB 09 FEB 09 top of manhole at grade In pavement areas z finished unless otherwise directed (top shall be set 24" grade 1' 6' 24' min. clear opening min. above grade in undeveloped areas) ,.:t:• W square skid pad 8' la thick around manhole frame in 3/4' x 2' butyl developed areas • Joint sealant 6' stone 35" max• 24" min. In undeveloped areas adjustment rings ° (11' max.) . %. 3/4' concrete anchor finishedLU bolts (4 each) ; • grade 0 UJ concrete AST 000 psl T ` � (\2 � 4000 psi T . (\1 12" or 16' (typ.) exterior of all sections to O C\2 co U have waterproof coating .�. , i steel reinforced �• 1" nominal size butyl b h0 polypropylene steps Joint Into to be • :. + ap10 plied on lower Q) Joint gasket shah be ledge of Joint r� ; d either o-ring or profits • Z "" 'D >~ O variable 'd I'', O O T. 0 4'� W atO'� 5' • — pipe to manhole U connection to be N •y byflexlblesleeve Invert channel to provide a LO smooth transition in to out, 3' 0' min. for all connections ' 'y •0' max. 4'-0' max. 2' precast Invert or t; c; ; r: 'c :• '�'"�; N `• top of bench to be p� L grout bottom to ;�Y?;, "•C '3/4 dia. ;, .}._ same elevation as top form channel .�`� 8' P P •'1 • 19 .N 0) ai • •d r.i y .y tto ... .� •. r . • ' " W Cn ...... 6' stone .......................................................................................... NOTES: 1. Manhole sections shall have an external coating of approved polymer film water proofing prior to installation. 2. R adjustment elevation exceeds two Inches use concrete adjustment rings with a exterior coating of water proofing. 3. Final slope adjustment of manhole frame shall be by shims and non -shrink grout. 4. Skid pad to be placed around manholes located in shoulders of roads. 5. Fiat top shall be used R height from Invert out to rim Is four feet or less. Frame to be 4' In height. 6. There shall be a 0.20 foot drop In elevation through the manhole. z STANDARD MANHOLE O H -15- FEB 09 5 W A 0 Capitol Foundry of VA, Inc. traffic / bearing cieanout/lamphole frame �TH / and cover, item No. VB-9•S Panella Model PA4SV-CSK (41 cast Iron cleanout cap with standard gasket and brass plug having a countersunk square head MARK D, TH concrete skid pad finished 24'dia.x6"deep 'N Llc. NO22837 . grade � 12" 6' stone s`SjONAL� sanitary Wyesewer main 45° bend . :: O E--1 6' stone n All pipe and fittings shall be SDR 35/26. z H N Q GRAVITY SEWER CLEANOUT E�4 -24- FEB 09 O w = E 0 � W � U w J w � 06 v a w � Q Z � W w w o P-4 U) E-a W Q DATE:October 5, 2011 SCALE: NTS DESIGNED BY: JNT FILE NO. 0028WH SHEET 4 OF 6 DWG# 11-17 I I 'L I 20'-0" 3'-0" 7'-0" OPENING* "REFER TO SITE PLAN TO DETERMINE WHICH SIDE OF THE ENCLOSURE THE WALK-THRU IS ON PLAN VIEW TOP COURSE OF BLOCK TO BE 't ,,91 FILLED WITH MORT� AND WASHED. ENCLOSUR MATCH Bb 6" THICK 3,000 PSI CONCRETE SLAB REINFOR( 6x6-10x 10 WELDED WIRE FRONT ELEVATION 0 co s -P. 00 s s t " DIA. )LLARD TIP) or"'A'D OFF CAP CONCRETE EACH BOLLARD )NE CUBIC YARD CONCRETE STANDARD DUMPSTER ENCLOSURE II Revised— 717109 SINGLE CLEAT TO HOLD LATCH DURING GATE SWING 2" X 3" X I%" PRIMED & PAINTED WELDED STEEL ANGLE DIAGONAL REINFORCING (TYP.) 22 GAGE METAL DECK— PRIME & PAINT SLACK, WELD TO FRAME 2j" X 2j" X 11" PRIMED & PAINTED WELDED STEEL ANGLE FRAMES (TYP.) 6" CONCRETE FILLED STEEL PIPE GATE POSTS (TYP.) SLEEVES FOR 6" BOLLARD (TYP.) SLEEVES W/ SETSCREWS TO PROVIDE HINGE BEARING SURFACE (TYP.) ATTACH PREFABRICATED LATCH MECHANISM TO EACH GATE. DRILL HOLE IN CONCRETE PAD TO ACCEPT EACH LOCK ROD. DUMPSTER GATE ELEVATION I -t REVISED 4/9/09 PLA N VIEW 4" PVC SLEEVE 2" 2" ; ; -- T T INLET 7" OUTLET " —4" PVC MONOLITHIC 12 /4" PVC PIPE BAFFLE SLEEVE e 65 •' a c I✓) � Ll7 d n a 4" PVC 50% OF PIPE LIQUID DEPTH 9 :4 •, . ,.. I 3'-0" I I 4'-0" I 8'-0" ELEVATION 01 MINIMUM TOP THICKNESS - 6" MINIMUM TOP THICKNESS IN PAVED AREA - 8" 2Q MINIMUM GREASE TRAP CAPACITY - 1000 GALLONS 3O DIMENSIONS GIVEN ARE MINIMUM WHEN GREASE TRAP CAPACITY REQUIRED IS 1000 GALLONS. ® WHEN A LARGER CAPACITY GREASE TRAP IS REQUIRED THE LENGTH, WIDTH AND DEPTH MUST CHANGE PROPORTIONATELY, 5O MAXIMUM FOUR(4) COURSES OF BRICK ALLOWED TO ADJUST FRAME AND COVER. © ADJUSTMENTS GREATER THAN 1" REQUIRE 4' DIA. MANHOLE RISERS. ) VULCAN 57, OR APPROVED EQUAL, TRAFFIC MANHOLE FRAME AND COVER. CREASE INTERCEPTOR DETAIL NOT TO SCALE DI-3A 38,3C EXPANSION KEYED FOR DETAILS OF INLET JOINT CONST. BARS 1= APPROACH 012 ��. BARS 8 i :' • 11owwr"'rw wr"i��r"im�CICIr'^im=CI=Iir�'immmcmm�i lossmoommsommms I n In tuou----- --�� ------------------� mmmmmmmmmm — JOINT CUTTER BAR ARPED 2 WARPED GU TER BAR 2„ I SUBBASE HARDWARE z N-BARS + F CLOTH I WEEP HOLE. Lu 0 o SEE NOTE 8 I WI _ .STEPS.'SE z NOTE 5I SECTION A -A z KEYED CONST. JOINT cQ L-VARIABLE - MAX.20' ui 2' 10� WARPED 0 LO 01 GUTTER 0 �8" 2'-6" � B 8" 3'-0" 2" APPROACH 01 c"I BARS A GUTTER �0 U ARS I - __-_ _--_.---- ------- q CO 4A � BARS F BARS E L� B N o .� •� 0 1 *3" DIAMETER • BARS E �✓ C WEEP HOLE FRONT ELEVATION BARS F B" 1'-8" e" BARS a - - - - - J (GUTTER REMOVED) 11/q„ 3' 0" W DV� Q I a) Ly 5X�/q" BENT PLATE SECTION B-B W 0 f'••I B„ B" a, Ln o0 r. N ^i ►-1 rti TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. _ /e R L21/Z"X21/Z'XI/q" —4 '� E.--� [7. •' GALVANIZED TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 STANDARDS. TYPE A TYPE B I/2" X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 65"30' TO ANGLE IRON AT 2'C-C. CONNECTORS AND IS TO BE ANCHORED WITH I/Z' X 4" STUD SHEAR NOSE DETAILS t` WELDED TO BENT PLATE AT 2'C-C. 2„ O> APPR. PAVEMENT DI-3A L DI-38 L DI-3C L e WARPED PAVEMENT 11466.1 _ ( = I FLOW FLOW I 1'-0" r% 1 >t\JJ 1 17 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL SHEET 1 OF 2 STANDARD CURB DROP INLET SPECIFICATION REGERENCE 12" — 30'' PIPE: MAXIMUM DEPTH (H) = 8' 233 )04 09 — VIRGINIA DEPARTMENT OF TRANSPORTATION 302 y INSERTABLE SHEET A179 0 •_� 2" R D 6„ CG-6 NOTES: I % I. THIS ITEM MAY BE PRECAST OR CAST IN PLACE, 2. CONCRETE TO BE CLA55 A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE VOOT ROAD DESIGN MANUAL. I D D r r D p D p p D D D D D 30'' 7" MARK D, SMITH Now D D b D b rd Lic. No. 22837 _ � _ — — — — — J— — — — THE BOTTOM OF THE CURB AND �1 GUTTER MAY BE CONSTRUCTEDPARALLE ° 4 ° L _ 02'-0" SUBBASE COURSES TO E SLOPE F ROVIDED6..A `sIONAL d A. d ° . f MINIMUM DEPTH OF 7" • d . d 4 15 MAINTAINED. v ' ' g d • d d THIS AREA MAY BE CONCRETE A A AT THE OPTION OF THE CONTRACTOR d A a ° 4. d d d 13' - 4„ L 4- d ° d.' d• d A d ° •. ° . . PLAN 4000 PSI CONCRETE W/ 6x6-10x 10 WELDED WIRE FABRIC i ° d SECTION A -A CONCRETE DUMPSTER PAD WH06 SPECIFICATION REFERENCE COMBINATION 6'' CURB & GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION A -•c--I I I -. PERMISSIBLE CONST. -�1 5' MINJOINT 6„ �N A TRUNCATED DOMES SEE SHEET 1OF 4 FOR DETAILS TANGENT PLAN STD. CG-2 2'-0" 5'-0" BACK OF CUR 12 -1 48 1 MAX 20 •48' SECTION A -A NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1OF 4, TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE IN PBRCNNV MINIMUM RAMP LENGTH IN F T 4" CURB 6" CURB 0 2 4 1 2 5 2 3 5 3 3 6 4 4 8 5 5 10 6 7 14 7 13 75 8 15 IS NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. REV.B/06 201.03 INSERTABLE SHEET A59 V) C U� CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS AND ROADWAY GEOMETRICS PROVIDING THE DIMINSIONS AND SLOPES ARE AS NOTED. -�— 77VAT MIN ) , 2" HIGHER THAN \\ EDGE OF PAVEMENT AT)KX , SAME AS TOP OF CURB THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 60" MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. CG-12 DETECTABLE WARNING SURFACE SPEC6ICATION REFERENCE REV.7/05 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION Sot 3.07 20VIRGINIA DEPARTMENT OF TRANSPORTATION E-+ U 1� W > O Z co _ � o 0) W Q ■� � W U 06 1Z O �T� T V1 DATE:October 5, 2011 SCALE: NTS DESIGNED BY: JNT FILE NO. 0028WH SHEET 5 OF 6 DWG# 11-17 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. 1 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 material may be used only when approved by owner's representative. D. Nomenclature will be in accordance with Hortus III by L.H. Bailey. SUBSTITUTIONS: PRE -BID It is the landscape contractor's responsibility to make every reasonable effort to find the material speified 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 shall be borne by the owner. DRAINAGE If plants are to be installed in areas that show obvious poor drainage, and the plants are hiappropriate for that condition, the landscape contractor shall notify the landscape wrcldtect 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 1 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. 1 STANDARDS A. Plants will be in accordance with the. current ANLA's Standards and conform in general to representative species. B. Balled and Burlapped (B&B) 1.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 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 1.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 B.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, 1" deep, the length of the root ball, to cut all circling roots. See Planting Procedures For All Container -Grown Trees & 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 coverig 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. INSPECTION a. Plants may be subject to inspection and approval by the owner 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 & SHRUBS A. Remove the plant either by cutting or inverting the container. B. For untreated plastic containet grown plants with circling roots, use a sharp knife to make 1" cuts the length of the rootball. C. Plant shrub or tree a minimum of 1/8 of the height of the rootball above existing grade. D. Apply a 2 to 3" thick layer of approved mulch. Keep mulch 6" away from the trunk of all trees and shrubs. E. Plants grown in root containment bags must have the bags removed during the planting operation. No additional slashing of the rootball is necessary. L DIG HOLE 2X-3X ROOT BALL WIDTH I TREE PLANTING — VERTICAL STAKES TREES <V CAL. SCALE: NOT TO SCALE kIN OR TIE HOSE . WITH TIE STAKES ) TO FIRM SOIL STAKES ) TO FIRM SOIL FAKES PARALLEL S AND BUILDINGS 17 cY3� c�3 / • / ••--r-. r ._ . \ .�' ` � ' \. I. \ - `.1 '. r c"�.T ••! ,' `I ,�. .ter •�: •� f y`^1ti,.•• •.i i. �, �_�' i�' y" —�.' .1.' .1\ 1�• 4,,,. _ ,. GG 1 1 \ 1 1 cn I I � PRUNE DOMINANT LEADERS PRUNE RUBBING OR CROSSING BRANCHES DO NOT STAKE OR WRAP TRUNK UNLESS NECESSARY REMOVE TAGS AND LABELS CUT AWAY ALL BALLING ROPES TOP OF BALL IS TO BE 2" EXISTING GRADE REMOVE TOP OF WIRE BASKET WIDEN AND SCORE HOLE WALLS �---1( " I - REMOVE CONTAINER AND I —I 1=11T=1 i I III -I I I=T� =1 CUT CIRCLING ROOTS IF CONTAINER -GROWN OR AS LEAVE SOLID SOIL PEDESTAL - DO NOT MUCH BURLAP AS POSSIBLE DIG DEEPER THAN BALL DEPTH 2X-3X BALL DIA. TREE PLANTING DETAIL TREES 0' CAL. SCALE: NOT TO SCALE DO NOT PRUNE TERMINAL LEADER OR BRANCH TIPS PRUNE NARROW CROTCH ANGLES AND WATER SPROUTS - PRUNE BROKEN BRANCHES PRUNE SUCKERS 2"-3" MULCH KEPT �r AWAY FROM TRUNK SOIL WELL TO CONTAIN WATER I=L UNAMENDED BACKFILL SOIL WATER TO SETTLE SOIL AREA FOR WATER DRAINAGE rT E S — - \ G _ G / 655 684 666.72 X � 665 -e- 662 111 C"o w w__ 661 Z ~ 660 Z ) m o 0 659 , � � (_r) LL,Or-,cL 658 �111 CL 657 656 _- 6.54 \ \ ss3 � THIS SHEET FOR LANDSCAPING ONLY 20 10 0 20 d 0 56ALE: I" = 20' ABB BOTANIC NAME COMMON NAME QUANTITY 51 ZE Ar Acer Rubrum Red Maple 9 2" cal 545 Ic juniper nana Dwarr Juniper 14 (parking screen) 36" ht, Cont. TOTAL 5ITE: 1 PER 2000 OF IMPERVIOU5 AREA PARKING LOT IMPERVIOUS AREA = NA IMPERVIOU5 AREA =10k00 10,600 / 2000 = 6 TREES REQUIRED INTERIOR PARKING LOT LAND50APING (165-21EX11Xb): 1 TREE PER 10 SPACES 30 5PACE5 PROP05ED/ 10= 3 TREES REQUIRED TOTAL TREE5 REQUIRED = 5 TREE5 TOTAL TREES PROVIDED = 9 TREE5 *ALL PLANTS SHALL CONFORM WITH 165-203.01 OF THE FREDERICK COUNTY ZONING ORDINANCE AND ALL PLANT SUBSTITUTIONS MU5T BE APPROVED IN WRITING BY FREDERICK COUNTY PLANNING DEPARTMENT NOTE: #THE PLACEMENT OF TREES SHOWN ON THE PLAN MAY CHANGE AT THE FINAL FUTURE SITE PLAN STAGE. THE OWNER RESERVES THE RIGHT TO RELOCATE TREE5 TO MAKE THE SITE ASCETICALLY PLEASING. *CONTRACTOR TO GET APPROVAL FROM OWNER AND COUNTY IF ANY SUBSTITUTIONS ARE MADE. a Z W W Z W o to 0 C\2 00 I Q' U (d 3 a0 U �0 Rom Z o Q' W W. L0C 3 4) 1 W �0b LO a� E­ I-, z; 0 o N v V, •e •� � w rn OF MARK D. MITH Lic. No. 22837 lI ANAL - z W U) Q > - �' p Z a = o U W M Q Z NJ L6 _ ►--a Z (-a Z O U) DATE:October 5, 2011 SCALE: 1"= 50" DESIGNED BY. JNT FILE NO. 0028WH SHEET 6 OF 6 DWG# 11-17 ,f Founded in 1971 GREENWAY ENGINEERING 151 Windy Hill Lane Winchester, Virginia 22602 TRANSMITTAL Project Name: Winchester Gateway -Waffle House File No: 0028WH Date: Wed, Nov 14, 2012 To: Frederick County Ins. Dept Attn: John Trenary Copied Dana Johnston, FC Planning From: Jeremy Tweedie GREENWAY ENGINEERING Phone: 540-662-4185 Fax: 540-722-9528 Delivery: r Fed Ex r-1 U.S. Mail Courier r-1 Pick Up Other I`j Urgent ❑ For Your Review 1-1 As You Requested 1-1 Please Comment i, J DNS 66.3 1 j 1 9 � l i i S 82 °52'26" E M 52.92' 662 —JN 01 °m1'34" E p 1.50, 667 NOSE DOLUN CURB WALK-TNRU 1 ,s BEN( "ARK ARK �` � � K� CORN 0 / "' EVATION = 6 2 / T 0k - 66 .59 \ \ INVERT OU� (S) =, .03 / 1 1 , DE5I1 TIE PROP S/UJ 1 / TO EX. S/UJ kn Isle -rrp, -- SANITARY SEWER NHOLE TOP = 657.4 7 r i INVERT IN (8')=653. 0 (6 / 1/ JVERT OUT — 626.9f �i 10' SEWER EASEMENT DB 448 PG 262 pALJ DRIVFWAY EX. ASPHAL ''!',RKINi (.'IJRVF nATA CURVE DELTA ANGLE RADIUS ARC LENGTH TANGENT CHORD BEARING CHORD LENGTH C 1 30' 12'53" 260.00' 137. 1 1 ' 70. 19' N 79' 17'50" W 135.53' C2 42'30'48" 151.28' 112.25' 58.85' N 15*4752" W 109.70' S 82'52'26" E - 154,44' GA TEWA Y DRIVE PR/VA TE zI r t_ 9 ! i W W r Zr � ix r_ t Z WCQ co co 1 - �C Q a U C\2 0co c\j Cc Ron .9 1 C3) Lo 0 Zi x �C\2 i W o� U Lo EQl Q) o q a� o wU) -CUT A5FD44LT , 6 � r r SANITARY SEWER MANHOLE / TOP = 665.30 64.mm+/- x,bINVERT IN ( � 658, 96 H Z i.65 fNVERT OUT (SW) _ 658. 9� ' s U) Y 51.45 / ~ N I > Q 60 10 $ W a - REMOVE A5HFALT r. 4 CG REPLACE UJITH GRASS S� c Li SLOPESLOPE co w � ; e cd k-: f, \ i �, W �> a TH OF �l 1" LUATER SERVICE MARK D, SMITH LINE BY 1=CSA Llc. NO. 22837 Lr VAL!✓c FG5A TO CONNECT TO EX, LINE STONAL AND INSTALL SERVICE TNRU 664 METER VAULT ASSEMBLY. a a -----_ TEST PIT e _fk 6." ;4lAdt ?Z'1 L: EX. Fifr'F. H}`DRANT ! ` 1 i'5 "-- 10 OVERHEAD_ 'NOWFR & TFl FPHt-)NF 1 Jtv, � 1 f 1 66`3 o un (� \ LPG,N. 6,5 .,, 65.E `•,,,. `` \ DATE:October 5, 2011 SCALE: 1"=10' �� DESIGNED BY: JNT C 10' 0 10' 20' FILE NO. 0028WH -� SHEET 3 OF 6 �� SCALE: 1" = 10' DWG 11-17 GENERAL NOTES VD0T GENERAL NOTES LEG ND VICINITY MAP � I. 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" = 2000' County construction standards and specifications and/or current VDOT standards and specifications. Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion EXISTING INDEX CONTOUR 330 �✓ and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of Sws 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during, a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent PROPOSED CONTOUR 400.......................... construction, must be provided prior to issuance of the site development permit. The approval of these plans shall govern. in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and EXISTING EDGE OF PAVEMENT EX ESP ��■ Sediment Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health PROP E/P , ■i■ 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. PROPOSED EDGE OF PAVEMENT EX Trans ortation EXISTING CURB AND GUTTER C&G (VDOT� and Frederick County prior to construction in existing State right-of-way. 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 PROP C&G 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge PROPOSED CURB AND GUTTER required under State law. Specifications. CG-6 CG-6R xt *� ' = Z TRANSITION FROM CG-6 TO CG-6R ojj c;= Cd „ 5. The exact location of all guard rails will be determined by VDOT personnel. "AJoint, inspection will be V4 The _developer shall be responsible for relocating, at his expense, any and all utilities, including wtNclltsrt: e,� W o held with the Develo er, County Representatives, and Representatives of the Virginia Department of traffic signal. poles, junction boxes, controllers, etc., owned by VDOT or private �. public utility companies. EXISTING TELEPHONE LINE Q � - � °r,° Transportation (VDOTY to determine if and where guard rail ,and/of paved ditches will be needed, The. „ It is the sole responsibility of the developer to locate and identify utility facilities or items that may be ar:�=gEan�nnro ! c� d developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection. in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the PROPOSED TELEPHONE LINE 'MT3„ -: o Refer to developer from this responsibility. P P Y EX. 15" RCP C° � o Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch. Specifications. EXISTING STORM SEWER co , V5. Design features relating to field construction, regulations, and control or safety of traffic may be „ `' ' L' 3i °p 1 0 6. t Ana roved set of plans and all applicable permits must be available at the construction site. Also, a PROP. 15 RCP 0 1 approved p pp P subject change as deemed necessary by VDOT. Any additional expense incurred as a result of any field ;> 4 Cq representative of the developer must be available at all times. revision shall be the responsibility of the developer. PROPOSED STORM SEWER l Zto CQ t4 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land EXISTING SANITARY SEWER ,d '' o o Control Devices (MUTCD). use permits for any work within VDOT right-of-way. - W 0 �' d• 1.PROPOSED SANITARY SEWER P, 0 8. All unsuitable material shall be removed from the construction limits of the roadway before placing V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and o 0 embankment. held by the engineer and/or developer with the attendance of the contractor, various County agencies,45 EXLS�iG ELECTRIC SERVICE -- L n r 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. C13R values less utility companies and VDOT prior to initiation of work. SHEET INDEX P �P P PROPOSED ELECTRIC SERVICE than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any EXISTING GAS LINE indicated on the plans and as required at the field inspection. required or requested inspection. PROPOSED GAS LINE 1. COVER SHEET 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent 2. E & S CONTROL, NARRATIVE & DETAILS °e be minimum 6" diameter and conform to VDOT standard SB-1. public roadway via a construction entrance that is constructed and maintained in accordance with PROPERTY LINE 3. SITE GEOMETRIC & GRADING PLAN to W Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other 4. DETAILS & BAN. SEW. RELOCATION PROFILE 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than properties affected by this project shall be maintained through construction. The Developer shall have, FLOW LINE -*- -►- •••.... - 5. DETAILS 41 one litter receptacle shall be provided at the construction site. within the limits of the project, an employee certified by the Virginia Department of Conservation and 8. LANDSCAPE PLAN Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices - 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly to entering public streets, and it is the contractors responsibility to clean streets, allay dust, anN to take rectified. EXL30G POWER POLE `a whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free NOTES condition at all times. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the EXISTING TELEPHONE PEDESTAL Q end of construction. CONTRACTOR AND IN9PSCfOR NOTES: 14. Notification shall be given to the appropriate utility company prior to construction of water and/or m w BUILDING SHALL COMPLY W M THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, SECTION 303-A (A -ASSEMBLY) OF THE INTERNATIONAL BUILDING CODE/2009. OTHER sanitary sewer lines. Information should also be obtained from he appropriate authority concerning permits, EXSTING WATERLINE W/ TEE �"" "' �-�-- CODE THAT APPLIES Is ICC A117.1-3-03 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES AND INTERNATIONAL ENERGY CODE 2009, cut sheets, and connections to existinglines. Vli. All. water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum BY A VIRGINIA LICENSED DESIGN PROFESSIONAL BE S PROPOSED WATERLINE W SHALL EALED L. Z thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at / TEE STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the conflict points. EXISTING FIRE HYDRANT APPROACHES AND DOOR CLEARANCES FOR MAIN EXIT/ENTRANCE SHALL COMPLY WITH ANSI A117.1-03 CLEARANCE REQUIRED FOR TWO DOORS IN SERIES SHALL COMPLY WITH current standards and specifications of the Frederick County Sanitation Authority. ANSI SECTION 404.2.5. V) V12. Any unusual subsurface conditions (e. unsuitable soils, springs, sinkholes; voids, caves, etc.) EXISTING WATER VALVE ALL REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE. j 16. The location of existing utilities shown in these .plans are taken from existing records. It shall be the encountered during the course of construlon shall be immediately brought to the attention of the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed engineer and VDOT. Work shall cease in that vicinityuntil an adequate design can be determined b the ENTRAAND EXIT NCE REQUIRED TO MEET ANSI AccEssi�[ITY. MAX laz sI,oPE FOR RAMPS. MAX l:zo FOR wAtlorrG sERvacE, AND MAX 1:48 FOR LANDINGS AND Wa prior to construction. The contractor shall inform the engineer of an conflicts arising from his existing g• q g Y AccEss AISLE IN PARKDiG AREA P , , g� Y g g engineer and approved by VDOT. PROPOSED WATER METER utility verification and the proposed construction. HANDICAP PARKING SHALL BE PROVIDED PER SECTION 11,06.6 (WHERE MULTIPLE. ACCESSIBLE ENTRANCES ARE PROVIDED, PARING SHALL. BE DISPERSED). 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT PROPOSED REDUCER SIGNAGE SHALL COMPLY WITH USBC 1100.8. result of his construction project within or contiguous to the existing right-of-way. 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 SLABS WITH GREATER THAN 8' FILL OR 24" CLAN SMN :'oR GRAVEL REQUIRE ENGINEER DESIGN. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies o Private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a STOP SIGN to be . accepted b VDOT and that testing shall be performed in accordance with all applicable SPECIAL INSPECTION REQvDSE�NTs of CHAPTER 17 of sc SHAH. APPLY To THIS TYPE of STRUCTURE (Bolls, coxcRl:rE, STEEL. ETC.). must be provided to Frederick Count Public Works Department prior to issuance of grading and/or site project P Y g P pp SLAW GREATER THAN 24" GRAVEL OR 8' EARTH REQUIRES AN ENGINEER DESIGN. development permits. YP g g / VDOT standards and procedures. PARKING INDICATOR P P INDICATES THE NUMBER OF TYPICAL PARKING SPACES 12 REGISTERED DESIGN PROFESSIONAL SEAL REQUIRED ON PLANS SUBMITTED FOR PERIRTTING. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his V14: All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be ALL REQUIRED ELEMENTS OF EGRESS SHALL BE HANDICAPPED ACCESSIBLE, AND EXIT DOORS WILL MEET ANSI ACCESSIBILITY STANDARDS. W project. The relocation should be done prior to construction. compacted in six 6) inch lifts to 95% of theoretical .maximum density as determined by AASHTO T-99 SIGNS ARE REQUIRED TO HAVE A PERMIT. F' 4 HANDICAP PARKING Method A, within us or minus 2% of optimum moisture for the full width of any dedicated street L � 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent (� in accordance with state law. In the event gravesites are discovered during construction, the owner and agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be VEHICLES PER DAY COUNT 100 engineer must be notified immediately. submitted to VDOT daily, unless specified otherwise. 21. The contractor is to verify field conditions prior to and during construction and notify Greenway PROPOSED BUILDING ENTRANCE THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION ®e Engineering at 540 662-4185 immediate) of an discrepancies between actual field conditions and the V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION OF g g ( ) Y Y P specified by VDOT. approved plan. PROPOSED STREET NAME SIGN PROJECT INFORMATION 22. Controlled fills shall be compacted to 95% of maximum density .as determined by method "A" per standard V16. The installation of any entrances and mailboxe within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. -� Q proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a re istered PROPOSED SANITARY LATERAL CLEANOUT professional engineer and results submitted to Frederick County prior to pavement construction. If a PARCEL IDENTIFICATION N0. 54-((A))-99N MARK D, ITH geotechnical report has been prepared, it should supersede the requirements in this note. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall a...TEWAY DRIVE ALL SIGNS SHALL CONFORM TO SANITARY. MANHOLE IDENTIFIER 12 �° "d LIC. NO. 22837 be installed by the developer or, at VDOT s discretion, by VDOT on an account. receivable basis following PROJECT SITE AREA: 0.5738 AC SECTION 165-201.06 OF THE ,A 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed the Manual On Uniform Traffic Control Devices. 02 SF FREDERICK COUNTY SUBDIVISION O tot excavating or blasting at least two (2) workingg days, but not more than . ten (10) working days, prior to DISTURBED AREA:, AND ZONING ORDINANCES ° 1 utilitnelines in of Frederickation Count r appear e tbelowNaThese nes umbers shall ualsoebe of eto serves inors anemergency start of construction. Coper shall ies all invoi es for mate ials utOffice with a list illized within any dedicatedal ources street street prior to the STORM DRAIN STRUCTURE IDEN77F>ER O CURRENT ZONING: B2 ssI®NAL � y Yg Y P� Y CURRENT USE: VACANT ALL BUILDING HEIGHTS SHALL condition. right-of-way must be provided. to the local VDOT Residency Office prior to acceptance of the work. Unit I,g� PROPOSED USE: WAFFLE HOUSE CONFORM TO SECTION 165-601.02 and total prices may be obscured. 24. All utilities to be located underground. CENTERLINE SETBACKS: REQUII PROVIDED OF THE FREDERICK COUNTY V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical FRONT MINOR NA - SUBDIVISION AND ZONING 25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways. spreader. Density will be determined using the density control strip in accordance with Section 304 of EXISTING SPOT ELEVATION X735.4 REAR NA _ ORDINANCES 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. PROPOSED SPOT ELEVATION 35-0 SIDE NAB ALL SITE LIGHTING SHALL In addition to checkingstone depths, a VDOT . representative shall be notified and even the opportunity X MAXIMUM HEIGHT: 35 14 P P g PP Y SITE LIGHTING NONE PROPOSED CONFORM TO SECTION 165-201.07 to be present during the construction and testing of the density control strip. EXISTING TREE LINE OF THE FREDERICK COUNTY V20. Asphalt concrete pavements shall. be placed in accordance with Section 315 f the VDOT Road and SUBDIVISION AND ZONING Bridge Specifications. Density shall be determined using the density control strip as specified in Section SURVEY' AND TOPOGRAPHIC INFORMA TIN LANDSCAPED AREA CALCULATION s ORDINANCES 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test s4-(A))-39N = z4,99s sF LAND CAPER AREA REgUYRED !b% ®3,749 S.F. reports shall be submitted to VDOT daily, unless specifie AND otherwise. A VDOT representative shall be LSCAPED AREA PROVIDED 40% = 9,990 S.F. Note: An lace within these plans statingGreenway.Engineering, shall represent GreenwayEngineering, Inc. notified and given the opportunity to be present during the construction and testing of the control strip. 1. Boundary survey was performed by: FCSA CONSTRUCTION NOTES V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six 36 inches and GREENWAY ENGINEERING Dated: July 20. 2007 E, [--•a P�P Y- ( 54- A -39N = 24,995 S.F. 1. The Authority's Water and Sewer Standards and S ecifications are available at www.fcsa-water.com. larger shall be explored below the bottom of the excavation to determine the type and condition of the TOT. BUILDING AREA = 1,783 S.F i_e P foundation. The contractor shall report findings offoundation exploration to the engineer and VDOT for 2 Aerial, horizontal and vertical control surveys were PROP. BUILDING / LOT AREA = 0.071 < 1.0 p4 2. The water and sanitary sewer portion of the plans are valid for three years from date of FCSA approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard performed by: GREENWAY ENGINEERING 2007 E-i approval. PH-1. Where soft, yielding, or otherwise unsuitable foundation Is encountered, the foundation design Year La to 3. The contractor shall adhere to the Authority's standards and specifications in effect at the time of and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. ( ) PARKING TABULATION construction. 3. Aerial topographic mapping performed by: 54-((A))-99C y (Q 4. The contractor shall coordinate with and arrange for inspection by the Authority. V22. The foundations for all box culverts shall be investigated by means of exploratory borings advanced - Dated: - SHOPPING CENTER (SMALL -STRIP -STYLE CENTER) 5 PER 1,000SF 5. The contractor shall connect a new sewer line to an existing manhole by core drilling the manhole. below proposed foundation elevation to determine the type and condition of the foundation. The BUILDING AREA= (50,200 SF /1000)*5 = 251 REQUIRED (INCLUDING 8 HC) E 4 6. A new water (or forced sewer) main shall be connected to an existing main by a wet tap. contractor shall submit copies of borehole logs and report findings of foundation exploration to the EXISTING PARKING = 284 PROVIDED (INCLUDING 8 HC) W ® 4 E The Authority shall furnish all needed material and make the tap. engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT 284-30 SPACES FOR PARCEL 54-((A))-99N = 254 PROVIDED (INCLUDING 8 HC) F- The contractor shall submit an Application for Wet Tap and pay the required fees. Road and Bridge Standard PB-1. Contrary to the Standard, where rock is encountered and cast -in -place ' , D box is proposed the thickness of bedding shall be six (6) inches. Where soft yielding, or otherwise 5 (A) -99N r�a (� W 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's g i PER 100 SF OF SEATING AREA = i,783 SIP = i8 SPACES U] E-+ inspector. unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall PARKING IS EXISTING AND 30 SPACES ARE PROVIDED U3 U 8. The Authority's maintenance division shall furnish and install all water meters through 2 inch in size. be determined by the engineer and approved by VDOT. APPRO VAL W 1_� It is the contractor's responsibility to have the meter box assembly installed correct) - P Y Y Y• V23. Approval of these. plans shall expire three (3) years from the date of the approval letter. Before a permanent meter is installed: ,'> , a. The meter box, with its frame and cover, most be properly aligned with the coppersetter. V24. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as WATER AND SANITARY SEWER USAGE ® 06 _ b. The frame and cover shall be set to final grade. specified by VDOT. E /�' COMMERCIAL: 75 GDP PER 1000 SF o � °� ,PROVAL U 0 � PQ c. The distance between the top of the cover and the coppersetter shall be between 18 and 21 c�'� /�l� 1,788 / 1000 x 75 Z Q inches. V25. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in FREDERICK COUNTY ZONING ADMINISTRATOR DATE WATER DEMAND 134.10 GPD W d. All components of the meter box assembly shall be in proper working order. accordance with VDOT°s installation criteria. Final a royal of the uardrail la out to be lven b VDOT SANITARY SEWER DISCHARGE 134.10 GPD �o04 ®. For services that connect to existing lines: after grading is mostly complete. pp g Y g Y *APPROVAL, OF THESE PLANS SHALL EXPIRE FIVE (5) w y r �+ T r YEARS FROM THE DATE OF PLANNING APPROVAL (� a. the Authority shall furnish and install: / „ / „ / , FIRE MARSHAL' NOTE i. all 5 8x3 4, 3/4", 1, 1 1 2 and 2" water services Fire lane markings and signage: 2. all sewer services. An "No Parking" signs and yellow painted curb locations will be installed U) b. The contractor shall: Y g g Y 1. coordinate the location of the by field inspection at the direction of the Fire Marshal's Office. service lateral with the Authority's engineering assistant 2. submit an Application for Service and pay the required fees. TRIP GENERATION DATA Project Name: Project Number: 10. All water line must have a backflow prevention assembly (double check valve or RPZ, as required): The assembly must meet ASSE standard number 1015 or 1013. CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD l �� r71 e House ®®28WH 11. All fire lines must have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard number 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the REFER TO TYA DATED: March 3, 2008 Magisterial District: Date of Plan: (Month, Day, Year) ar backflow prevention unit. Radio read remotes are required. PREPARED BY: PATIO Hch 3, RUST & AS CIATE$ 12. The Authority shall review mechanical plan(s) for design and material approval of a building's: ' Pc STONEWALL MAGISTERIAL DISTRICT October 5, 2011 a. domestic water meter and its backflow prevention device, and/or it's b. fire service line's backflow prevention device. 13. DEQ must also approve sewer pump stations. FCSA requires a copy of DEQ's Certification to * TA#N FROM ITE TRIP GENERATION1 7TH EDITION Owner: Address, Including Zip Code & Telephone No. DATE:October 5, 2011 Operate and a copy of the station's DEQ approved O&M manual. These documents must be 3290 Northside Parkway Suite 385 received before substantial completion is issued and water meters released. UTILITY CONTAC.10 WH Capital LLC Alanta GA, 30327 404-495-1950 SCALE: NA Water/ Frederick County Sanitation Authority Phone: Verizon Sewer: P.O. Box 1877 P.O. Box 17398 Developer: Address, Including Zip Code & Telephone No. Winchester, VA. 22604 Baltimore, MD 21297 5986 WAFFLE HOUSE INC. REAL ESTATE NORCROSSNCIAL GA3007IViE DESIGNED BY: JNT (540) 868-1061 (301) 954-6282 Power: Rappahannock Electric Cooperative Gas: Shenandoah . Gas Co. 770-729-5896 FILE NO. 0028WH HANDICAPPED PARKING NOTE P.O. Box 7388 Thence: (e() 8 98- P.O. Box 2400 Engineer Certifying Plan: Address, Including Zip Code &Telephone No. Toll -Free: 0) 082-3904 247 Industrial. Ct. (22408) roll Free: (ON) 572-22" Winchester, VA 22604 SHEET 1 OF 6 Handicapped parking spaces and aisles shall sloe Fredericksburg, VA 22404-7388 Fer (540) 891-5981 151 WINDY HIM, LANE o P g P P g Web: (540) 669-1111 GREENWAY ENGINEERING WINCHESTER, VA 22602 no greater than 2% in all directions. Virginia Utility Protection Service 1-800-552-7001 (540) 662-4185 DWG# 11-17 Erosion & Sediment Control Narrative PROJECT DESCRIPTION THE WAFFLE HOUSE SITE IS LOCATED AT WINCHESTER GATEWAY ON THE NORTH SIDE OF BERRYVILLE PIKE ROUTE 7 IN FREDERICK COUNTY VIRGINIA AND IS WITHIN THE STONEWALL MAGISTERIAL DISTRICT. THIS PROPERTY IS IDENTIFIED IN THE FREDERICK COUNTY TAX MAPS AS PROPERTY IDENTIFICATION NUMBERS 54-(A)-99G AND CURRENTLY ZONED GENERAL BUSINESS (B2). THE LAND DISTURBANCE PROPOSED WITHIN THIS PLAN IS STRICTLY FOR THE CONSTRUCTION OF A HOTEL AND ASSOCIATED PARKING E)aSITNG SITE CONDITIONS THE TERRAIN OF THIS PROPERTY IS GENTLY SLOPING. WITHIN THE SITE AREA THE DRAINAGE WHICH FLOWS SOUTH TO A CULVERT WHICH DIRECTS ALL DRAINAGE OFFSITE TO OUTFALL INTO THE EXITING STORM WATER MANAGEMENT AREA DESIGNED WITH THE WINCHESTER GATEWAY DEVELOPMENT. THE MAJORITY OF THE PROPERTY IS WOODED WITH DENSE SHRUBS. ADJACENT PROPERTY THE SUBJECT IS BORDERED ON THE WEST SIDE BY THE WINCHESTER GATEWAY DEVELOPMENT, TO THE NORTH AND EAST BY THE ORIGINAL WINCHESTER MALL TO THE SOUTH BY GATEWAY DRIVE. SOILS: REFER TO GEOTECTNICAL REPORT PREPARED BY TRIAD. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. STRUCTURAL URES PHASE I & II 1. INSTALL SILT FENCE. 2. INSTALL TEMPORARY INLET PROTECTION. 3. BEGIN CLEARING AND GRUBBING THE SITE ONCE THE SEDIMENT CONTROL MEASURES ARE INSPECTED FOR CONFORMANCE AND APPROVED BY THE FREDERICK COUNTY PUBLIC WORKS DEPARTMENT COMMENCE WITH THE CLEARING & GRUBBING OF THE SITE WITHIN THE LIMITS SHOWN. IF NECESSARY INSPECTOR MAY REQUIRE ADDITIONAL EROSION & SEDIMENT CONTROL MEASURES. VEGETATIVE MEASURES PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS. TOPSOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. MANAGEMENT STRATEGIES 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 THESE MEASURES THROUGHOUT THE PROJECT ARE CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM. AFTER AREAS HAVE BEEN STABILIZED, THE CONTROLS SHALT, BE CLEANED UP AND REMOVED. It i ELECTRIC POWER, TELEPHONE, STORM, SANITARY, WATER & GAS SUPPLY TRENCHES ARE TO BE COMPACTED, SEEDED AND MULCHED WITHIN FIVE (5) DAYS AFTER BACKFILLING. NO MORE THAN 500 FEET ARE TO BE OPEN AT ANY ONE TIME. ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS OF COMPLETION OF GRADING. DEVICES. LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER UNFORESEEN CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE 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 STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. MAINTENANCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD. ANY DAMAGED. STRUCTURAL 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. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE, CONDITION AT ALL TIMES. PHASES OF LAND DISTURBANCE ACTIVITIES 1. TO HAVE PRECONSTRUCTION MEETING PRIOR TO ANY CONSTRUCTION. 2. CLEARING AND GRUBBING FOR TEMPORARY CONSTRUCTION ACCESS TO INSTALL SEDIMENT CONTROL DEVICES ONLY (PHASE I SILT FENCING AND TEMPORARY INLET PROTECTION). 3. PLACEMENT OF SEDIMENT CONTROL DEVICES. 4. OBTAIN INSPECTOR'S APPROVAL PRIOR TO BEGINNING GRADING OPERATIONS. 5. CLEAR AND GRUB REMAINDER OF SITE. 6. ROUGH GRADE SITE. 7. INSTALL DRAINAGE DEVICES WITH SEDIMENT CONTROL 8. FINAL GRADING. 9. RESTORATION AND STABILIZATION OF DISTURBED AREAS. . 10. WITH THE APPROVAL OF THE INSPECTOR, ONCE ALL DENUDE AREAS HAVE BEEN STABILIZED, REMOVE EROSION AND SEDIMENT CONTROL MEASURES, INCLUDING. SEEDING NOTES: 1. ALL PERMANENT SEEDING SHALL BE IN ACCORDANCE WITH SECTION 3.32 OF THE VESCH. 2. TOPSOIL SHALL BE SPREAD AT A MINIMUM DEPTH OF 4". 3. PULVERIZED AGRICULTURAL GRADE LIMESTONE SHALL BE INCORPORATED INTO SOIL (TOP 4-6 INCHES) AT A RATE OF 90 LBS. PER 1000 S.F. (2 TONS PER ACRE). 4. FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS. PER 1000 S.F. (1000 LBS. PER, ACRE). 5. SEED MIX SHALL CONSIST OF 90% KENTUCKY 31 TALL FESUE AND 10% IMPROVED PERENNIAL RYEGRASS APPLIED AT THE RATE OF 250 LBS. PER ACRE. 6. STRAW MULCH SHALL BE APPLIED TO ALL SEEDED AREAS AT THE RATE OF 3500 LBS. PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A RATE OF 200 GALLONS PER ACRE. DUST CONTROL: 1. TEMPORARY SEEDING SHALL BE APPLIED TO ALL DISTURBED AREAS SUBJECT TO LITTLE OR NO CONSTRUCTION TRAFFIC. 2. ALL HEAVY TRAFFIC ROUTES SHALL BE SPRINKLED WITH WATER UNTIL THE SURFACE IS WET, AND REPEATED AS NEEDED TOCONTROL DUST. Stormwater Control !Narrative The storm runoff from this project is controlled hough an on -site underground storm system to the Natural Stormwater Management facility. The runoff from this site was designed and approved with the original Winchester Gateway development (Refer to Storm Water Management Report dated May 5, 2005. A post development C-value of .75 was utilized in the original design For this site. ER0SION/5ED IMENT CONTROL LEGEND NO. KEY SYMBOL DESCRIPTION 3.02 CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3.05 ® >0(-W -)0(- SUPER SILT FENCE 3.01 iP STOF41 DRAM INLET PROTECTION 308 CIP CULVERT INLET PROTECTION 30S DD D TEMPORARY DIVERSION DIKE 3.10 O TEMPORARY FILL DIVERSION 3.11 ® TEMPORARY RIGHT OF WAY DIVERSION 3.12 DIVERSION 3.13 TEMPORARY SEDIMENT TRAP 3.18 O OUTLET PROTECTION 320 CD = - , --' - ROCK CHECK DAMS 333 O ---�--- SODDING 338 O 0-0-0 TREE PROTECTION - - - -- LIMITS OF CLEARINGS 4 GRADING DRAINAGE DIVIDES CRITICAL SLOPE - CRITICAL SLOPE To BE SEEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START MINIMUM CONSTRUCTION STANDARDS NARRATIVE AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED WITH THIS PLAN MUST BE CONSISTENT WITH THE VSECH FOR 4VACBO-30-40 MINIMUM STANDARDS: 1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOILS STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR 2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES, THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED.. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED TWAT, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL. BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. A.,THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A TWENTY-FIVE YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF A BARE EARTH CONDITION OF THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. 1. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTION A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. 8. CONCENTRATED RUNOFF SHALL NOS°;, FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. S. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. 10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTW THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. 12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONEROD15LE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONEROD15LE COVER MATERIALS. 13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTION OF NONEROD15LE MATERIAL SHALL BE PROVIDED. 14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING OR CROSSING LIVE WATERCOURSES SHALL BE MET. 15, THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. 16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. 11. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT 15 REMOVED IN THIS MANNER THIS PROVISION SHALL. APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. 18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. NO EROSION CONTROL MEASURE CAN BE CHANGED OR REMOVED WITHOUT THE PERMISSION OF THE SHENANDOAH COUNTY INSPECTOR 19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF. 20. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE. I Alz I I ` ii LU 1 \ M72 W "fill f ' Mt• �ISTIN � G FAWIN63 LOT l Z e� 1. 0CV 0 to CO CO 1-4 1 1 orIto (DF t7'00 .�OO Vf I CO � Cq \\ - ;>% N Q W � P 1 1 � \ •''"ma a . .-� �. \ \ - -`' -- _ X I ST 1I"Cx��~4UJN� AREA�`' - 1 \ \ Z�l 1 0 657 \\w Ewe M_ O @r�X.•� A `e _ Z `�_ \� l ; ► ( // f ATEIII 1 W / e EROSION & SEDIMENT CONTROL PHASE 1 T G'r CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4'x4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOG 3. ATTACH THE nLTM FAW TO THE WIRE FENCE Aft EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. 0100 FLOP GRAVEL CURD INLET SEDIMENT FILTER GRAVEL FILTER RUNOFF WATER SEDIMENT J 111111 ON CCRETE GUT18, 1 WXRE MESH FILTERED WATER IT CURB INLET SPECIFIC APPLICATION THIS METHOD of INLET PROTECTION 18 APPLICAM AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE iS NOT LBCZELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. ' GRAVEL SHALL BE VDOT 03. 0357 OR 5 COARSE AGGREGATE. DSWC PLATE 3.07-8 RESPONSIBLE LANE) DFURBER NAME: CERTIFICATION': DATE: 1'NE RESPONSIBLE LAND p18?URGER IS THE PARTY RESPONSIBLE FOR CARRYING OUT THE LAND pIS?URBING AG?IYI1'1' A5 SET FORTH IN THE PLANS. TABLE 3.32-C SITE SPECIFIC PERMANENT SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA Total Lbs. Minimum Care Lawn Per Acre - Commercial or Residential 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 90-100% - Improved Perennial Ryegross * 0-10% - Kentucky Bluegrass 0-10% High -Maintenance Lawn Minimum of three (3) up to five (5) varieties of bluegrass from approved list for use in Virginia. 125 lbs. General Slope (3:1 or less) - Kentucky 31 Fescue 128 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop** 20 lbs. 150 lbs Low -Maintenance Slope (Steeper than 3:1) - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop** 20 lbs. - Crownvetch *** 20 lbs. 150 lbs * Perennial Ryegross will germinate faster and at lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed. ** Use seasonal nurse crop in accordance with seeding dates as stated below: March, April through May 15th Annual Rye May 16th through August 15th Foxtoil Millet August 16th through Sept.,Oct. Annual Rye November through February Winter Rye *** If Flatpea is used, increase to 30 lbs./acre. All legume seed must be properly inoculated. Weeping Lovegrass may also be included in any slope or low-maintance mixtures during warmer seeding periods; add 10-20 lbs/acre in mixes. MARK D, SMITH -0 Lic. No. 22837 `SjONAI� C0 W T-i > W 0F z Fi = h O U P4 W 06 Z N6 _ V a -a W 004 B9 E-4 O O 0 w DATE:October 5, 2011 SCALE: AS SHOWN DESIGNED BY: JNT FILE NO. 0028WH SHEET 2 OF 6 DWG# 11-17 1 r-N / I I I Lo 1 c : q � � � 1 O ci U / I 5 82'52'26" 52.92' / l �D. EX. ASPHALT PARKING AREA CURVE DATA CURVE DELTA ANGLE RADIUS, ARC LENGTH TANGENT CHORD BEARING CHORD LENGTH C 1 30' 1253" 260, 00' - , 137.11 ' 70.19' N 79' 17'50" W 135.53' 1 C2 42'30'48" 151.28' "142.25' 58.85' N 15'4752" W 109.70' 1 c� PKS / 13_� -- N 01'01'34" E -- 662 T .. \ I I DHS 12 t I NOSE DOWN CURB r± \ I V 1 S 82'52'26" E Iw r e- / J SAW -CUT EX. PVMT t CG 1 PROPOSED TAX PARCEL 54-A-99N / r' FOR PROP. CONC. 1 05730 ACME / DUMPSTER PAD < ENLOSURE SAW -CUT SPHALT (SEE DETAIL SHEET 5) ADD CG-6oebl CONTRACTOR t0 MILL EX ASPHALT PARKING AREA AND OR OVERLAY WALK-THRU ' TO PROVIDE SMOOTH TRANSITION AND POSITIVE DRAINAGE I 333�°+l- I CUT IN "1 REMOVE t REPLACE APPROX. 65' ` `p1 5LEX. 8" SANITARY SEWER 1 MANHOLE 1 CURB < GUTTER REPLACE WITH I X15T1 PAS / T N BE ABANDONED. FLUSH 1 TOP MH=66 . ;.? NEW CG-6 E LINE AND CONCRETE CAP 1 INV IN�-065 �. 1 `t EX. TOP (L=14') `, _ w r BOTH ENDS. I IN T=651.45 b 1 % TO BE RELOCATED AS \ O ::: I \ ',,SHOWN OR REPLACED ' 1 % EXTEND PIPE 5' t 1 ti TOP=660.50 W 1 / 1 INVOUT=653.10 I� r Z17-- 1CN TEST PIT01 \ E (ala . 11�° SLoP (01EX EP I Ex. CG 6 T REMAI 1 S BFNC.I� LARK• \ � --5':rGQLICa!�N1' LS(/ CONC No' 664 LP \ Ps N{ CURN \ , CG-12 TYPE B (��, 1 1/4"- (O ENTRY , . _ _ 664 _ z 1 : CUP iF INLF t s •, HG SIGNS r • DOMESTIC �� " - - -- -� - ' - 1" METER VAULT SSEMBLY 1 / F_�tFt/ATIO]N = 6N),2 , - _ \ -. _ . � WALK-(N -� ••-.- -- . WITH 1" METER \ , { \ VAN ASSESSABLE �� - / - WATER _ 1 / ARB INL)T fiYP..."_ _...,(O-2 - . - , 1 FREEZER/ 2' x 2''PAD � w 1/ T0� = 66p.59 \ 9 COOLER FOR CO2 TANK' -- 1 INVk T OUt (S) =� .03 \ \ \ 66 l T- '" - PROPOSED DA5H3" A"FFI_E H&SE \ s6 4" INFLOW ,` .' 23' 8" x 1 s0 5'-4",-,r1LEFT HAND BUILDLING 66j 63 -- " , ` f 34 SEAT - 16 STATION :1 SLOPE _ d � - . FRE.=66333 -_ r4d SLOPE `, \ \ -\n, _ _- _ , : ^ 33 - moo- BUILDING HEIGHT = 14', EXPOSED_ \,� x, - - • /' ti (03 ,��`�' FOUNDATION -662 GREASE TRAP T ;� �'' 661 WALL N 1 1 \ \ \ ESIGNED BY OTHER) .t -�`^ / \0 lo, GAS METER - \� LOCATION (PER A H) - I tr- i \ 'F - I?FR POSED UG `ELE RIC�<SUfiiN� � t•. � s��.. � ' c c c c c c c a la,INTO BUILDING �--- ..(COORDINAT W/ UILITY PROVIDER) _ TIE PROP S/W `� _._..._ \_ _... _. LX"l' C/O TO EX. SAU \ \ _ 8" SAN= SEW. s i NEW STD. e 4" SDR 35/26 v ' .' „ SEW. LAT. - - _ _ - - MANHOLE OUTFLOW EX. Si N - PROPOSED 20 2 TOP MH=66100 TEST IT ' -- __ _ SEWER EASEMENT -- - _ _INv IN=655.10 1 /TF \N L ` 1 14 SANITARY SE61✓CR A4ANH01._F• i I \ I\ TOP = 6 �?.4I �\ y INVERT IN (�i')= F �3 \'0 I II �IVERT OUI - 626.9# / k o: I It I 1 fit) I '? A-- / DB 94-8 PG 262 r r 65 666 _ = INV OUT=6s5.5(0- - - - -•- I CAST IN PLACE -FACED WITH SPLIT BLOCK - _ ,_._RETAINING WALL W/ HAND L _ ) - / (DESIGNED SY-OTHERS) - - CUT IN ' MANHOLE — — PROPOSED US GAS ROUTING / .• • — `' • � --(nORD.INATE W/ UILITY PROVIDES / TOP MH = 659.+00 - INV IN=654.95 — 656 — — — ._.._ — — — — _ — — _ — _ INV OUT=654.75 LP "- .. - � TEST Pit FOR -GAS CONCRETE SIDEWALK � CONCRETE CURB & GUTTERS `� --� i 50' INGRESa/EGR.ESS EASEMENT \ Q) INS'r. NO. 050006181 r 0�,rq GA TEWAY DRIVE PR/VA TE \ ", 11 ASPHALI I \ Q Z U5 Q I I I I I I I I 1 I I I i I ro I I I I 1 J ca O v 666.72 SANITARY SEWER MANHOLE TOP = 665.30 INVERT IN (N) == 658.96 INVERT OUT (SW) = 658.90 REMOVE ASPPALT t CG REPLACE WITH GRASS x AND SIGN = 27.8'f ABOVE GRADE Z oc W W Z z W cv o to 00 >~ a' W �0 U coW ., Lo ego BUILDING HEIGHT o �, 't c\j to TO TOP OF WALL ul S r = 23.8'f ABOVE GRADE W q o 1 cc U 410 to N ­4 H r-. ai :0>, to I wV) ASPHALT DRIVEWAY ~- 665 -- O 5 I Q W 0 Q o`oZ: u `6 W L � � A 0 664 / \Zzi" WATER SERVICE \ LINE BY FCSA 1 _ppz\ \ --EX WATER VALVE FCSA TO CONNECT TO EX. LINE \ \ '' AND INSTALL SERVICE THRU PROPOSED 20' WATER EASEMENT \ \ 66,E METER VAULT ASSEMBLY. ~ 66z o o \� -' - I EX. FH PIT _�.. 1 0 1 1 I EX. 6" WATERLINE 1 \ I 1 EX. FIRE HYDRANT 1 1 1 m OLLARDS I U 660 TH &MARK D.\ 1CH v LlIicrr.��No.22837 SIGNAL W 1 1 C Q E­4 1 0 11 11 1 175't TO OVERHEAD Z POWER & TELEPHONE LINE �-- 659 W 1 111 Q z Ems-+ 658 - - - 1 1 1 ` 663 - - , O z 11 1 \ 1 11 1 U V -- 657 06 W_ _ 1 11 1 1 \ C�NcR E-+ LIB w 656 11 1 11 \\�'` 663 -FlFCIi 1 1 11 \ 62 0 Ix 661 655 1 1 \ \ \ Z 654 \ \ LPG �\ \ s � � / 6S,o \' \ / Nc�FT ss3 \ I 1 � M I ! 10, O 10, 1 1 DATE:October 5, 2011 NORTHEISCALE: 1"=10' VA. I DESIGNED BY: JNT 20' FILE NO. 0028WH SHEET 3 OF 6 DWG# 11-17 i WIRE MESH REWORCING V.DA.T. ROAD AND BRIDGE STANDARDS SECTION 301-04 6�8T� CLASS A-3 CONCRETE T T 6" BASE 21-A COMPACTED SUEGRADE (COMPACTED TO 95z DENSITY AT OPTIMIl1 MOISTURE CONTENT, VDOT 13TM-1 METHOD) TRA514 DUI" IP5TER PAD (NOT TO SCALE) 4" REINFORCED CONCRETE 3000 PSI 4" SUBBASE (21-A STONE) WIDTH VARIES SEE SITE PLAN 29- CROSS SLOPE MAX. 411 ;d a "�° e e ,d 0 4" I -III —III -I ((—III—III—III-I I I- -I11='� I I—III--III—I I COMPACTED SUBGtRADE (902o DENSITY) GONGRETE 51DEWAL< DETAIL (NOT TO SCALE) LIGHT DUTY ONSITE TYPICAL PAVEMENT SECTION NOT TO SCALE li ��i ��r ��r ��r ��i ��► ��i ��r i�r ��i — .• • ICA • -- •- • • • IDETAIL OF REQUIRED 3-FOOT 'SEPARATION LIGHT POLES (MEASURE TO CONCRETE BASES IF ABOVE GRADE). \ i MEASURE TO DRIP LINE OF FURTHEST ,i PROJECTION (SIGN, FACIA, LIGHT, ETC.) / IF CLEARANCE LESS THAN 15' HIGH. OTHERWISE, TO FACE OF COLUMN OR WALL. OVERHANG TREES AND SHRUBS I (AT INSTALLATION) (� /UPRIGHT SIGN CARELESS EXPRESS d / "DIRECT DELIVERY 7U �IKc TO YOUR Fi�ONT DOOR" 0 3' MIN Q 3-7 lu AISLE OR w PARKING STALL 10 O :.-mm, IN. 'MAXIAISLE ORSIDEWALK OR MAX. SLOPE to AVE SLOPE AISLE OR FOUNDATION OR BELOW PAVEMENT 3' MIN. PARKING STALL PARKING STALL PLANTING MINOR DEVIATIONS TO MAXIMUM SLOPE WITHIN 3-FOOT DAM AUa.,•,, IM AREA WILL BE CONSIDERED ON A CASE BY CASE BASIS. SIGN SHALL BE LOCATED SUCH THAT IT WILL NOT BE OBSCURED BY VEHICLE PARKED IN SPACE. LIGHT COLORED REFLECTIVE 12" SIGN SEE DETAIL BACK GROUND MAT'L f FC DARK COLORED 2" LETTERSOR do 3/8- BORDERERVED UT j Ep 2' INTERNATIONAL SYMBOLRKING OF ACCESSIBILITY TT 24" E/ 61 STRIPED AREA 9 n iA 4.0' MIN. 7.0' MAX. HANDICAPPE DISPLAY CONDITIONS SYMBOLS a, MIN. UNLAWFUL 4" STEEL PIPE FILLED WITH CONCRETE PARKING IN THIS SPACE IS SUBJECT TO A 'VAN ACCESSIBLE SPADE 50 00 TON�Mom OF DARK ROLOREO REFLECTIVE 5' FOR REGULAR SPACE BACKGROUND MATERIAL HANDICAPPED PAWING DETAIL UGHT COLORED 1' LETTERS RAMP FOR HANDICAPPED MUST BE LOCATED N.T.S. AT SAME POINT ADJACENT TO THE 8' AISLE. 6i 6,0 I 665 i 655 I 651a 645 1 ,•o �l�i 1 M2 ...... . 3 6�5 I 0 IC HJ W u lu LU CL 14* 101 q (1 f I I � I I _ fb(05 PROP. 6RADE EX. GRADE j 660 } 13+50 H=1:50 ( 2.29' Q.�.. _ .....LEAR 11, IN.18" CLEAR { I 102'-8" PVC SDR M . PVC sr-0, 35I2r'o ! is 0.54516 w 3 5��0 _ . . 645 _­ _1 O O W, QJ ._.... Q Q! d)d1 1- z11 ..._ 640 u n—..._w_.._. If n }}} _'� u— _ . Qzzz.�zz Tzz 10+00 10+50 11 +00 11 +50 12 +00 SANITARY 5E11IRER 1 TO 3 SCALE: HORZ I".50' VERT. I"• 5' general backfill location marker location MEMO ��%/ •: i . . • location mark( STANDARD location mark ooncr( 24' select backfill All backfill to be compacted to 95% 6" of ASTM D698 maximum density. 6- ""'"."'" CONCRETE ARCH 24" select backfill 6- -------- 6" CONCRETE ENCASEMENT TRENCH & BEDDING -1- Ford stainless steel full 4' select ackfill 2 O.D. FEB 09 Ford stainless steel full circle repair clamp, style circle repair clamp, style new manhole FS or FCSA approved FS or FCSA approved base section equal equal 7 NEW MANHOLE ON EXISTING LINE -17- �l concrete wedge CertalnTeed Rexus 24' manhole cover no. CDRU60EH anchor bon - 4 ea. 2' adjustment ring with 2' custom setter (meter by FCSA) butyl joint sealant on top arxJ bottom varies at property line standard flat top for (see note 3) 2' max 4' diameter manhole concrete pad 18' dia. finished grade of x 6' deep pavement or earth 6' stone i meter Interface unit roadway box ° bracket fumished by 2' CTS polyethylene 2T - 7... FCSA and Installed by tubing (PET) 200 psi contractor 48- min, w/ SS Inserts at all •e 3' riser section for 4' connections diameter manhole with cutouts •° 3' min,—� � 2' min. ...... ................. ..................•....... : solid support blocks I? stone 12 gauge solid Insulated under custom setter saddle with corporation stop copper wire for line tracing, PJ X FIP coupling and taped at 10 foot intervals MIP plastic plug water main (see note 4) bail valve curb stop with PJ — (CTS) both ends with 2' gate valve operating nut I 6"� NOTES: 1. Water service crossing street shall be encased In SCH 40 PVC or SDR 21 pipe. The piping shall run from one foot beyond sidewalk, across street, � to one foot beyond sidewalk. 2. install 12 gauge solkf insulated copper wire (for line tracing) from core. stop to Into the meter box [ wrap wire around Corp. stop; wire to be taped to top of PET at 10 foot Intervals; come up Into meter box; wrap around bottom of angle ball valve; terminate with 12' tail piece]. CUTOUT DETAIL (typi-0 THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE 1 Yi' AND 2" METER INSTALLATION -9- spigot by gasketed bell 45° bend F4 T minimum— gasketed pipe and fittings 8' x 4' gasketed bell wye solvent weld cap property line finished grade location marker 36" min. cover stone 45° 4' pipe at 2.00% minimum grade All pipe and fittings shall be SDR 35/26 . GRAVITY SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS FEB 09 -22- treated 2*x 4' with - top 6' painted green FEB 09 FEB 09 top of manhole at grade in pavement areas unless otherwise directed (top shall be set 24' finished grade 1'-ir 24' min. clear opening min. above grade In undeveloped areas) square skid pad 6' thick around manhole frame In — 3/4' x 2" butyl developed areas ° joint sealant 6' stone 35' max. 24' min. In undeveloped areas adjustment rings � (11' max.) .• %.. 3/4' concrete anchor finished bolts (4 each) 4 grade concrete ASTMC-150 ` 4000 psi exterior of all sections to , • , 12' or 16' (typ.) have waterproof coating ... steel reinforced „ .• 1' nominal size butyl " polypropylene steps • Joint sealant to be •" • applied on lower ledge of Joint Joint gasket shall be either o-ring or profile ° • —1 5' • — pipe to manhole connection to be 7 by flexible sleeve Invert channel to provide a smooth transition In to out N-V min. for all connections `'y Z4Y max. 4'-0' max. � �,`t ` >'• + r;*t' r .% to of bench to be precast Invert or .i c;"�:�:' c•` r,• P grout bottom to ;mot ?.�• 3/4 die. ;+ir: same elevation ea top .4'; % :..'.^a^ . .'ki.� 1, 'C.i.fw.4.v'� o} pipe form channel • , 8' P P • .�. 6" stone .......................................................................................... NOTES : 1. Manhole sections shall have an external coating of approved polymer film water proofing prior to installation. 2. If adjustment elevation exceeds two Inches use concrete adjustment rings with a exterior coating of water proofing. 3. Final slope adjustment of manhole frame shall be by shims and non -shrink grout. 4. Skid pad to be placed around manholes located In shoulders of roads. 5. Flattop shall be used If height from Invert out to rim Is four feet or less. Frame to be 4' In height. 6. There shall be a 0.20 foot drop In elevation through the manhole. rJ STANDARD MANHOLE O 0 -15- FEB 09 5 a Panella Model PA4SV-CSK (41 cast Iron cleanout cap with standard gasket and brass plug having a countersunk square head — finished grade 12" W A e o�o r Capitol Foundry of VA, Inc. traffic / bearing cieanout/lamphoie frame / and cover ,item No. VIi9"S z W W z I� W C) O 1f7 CD C\2 CO It 0 a tt 1 CV � ' CD 1n C) 4A '7 '� O � CQ �C,2 W P.-, q) a) o�� O W a� .cs R, an _4.� LID E-l:, rn tD O N N � w� r� TH concrete skid pad V MAR D.TH 24'die. x8'deep Lic. No. 22837 e• atone SIGNAL sanitary Wye sewer main 45° bend ('stone All pipe and fittings shall be SDR 35/26. GRAVITY SEWER CLEANOUT -24- W N0 W^ W � W � > 3 �E�-, FEB 09 O O Z �y + W � W Ew1 � 0 v W IIIIITTi U1 Um W =06 � '—' W z a Z W � 0 W I� DATE:October 5, 2011 SCALE: NTS DESIGNED BY: JNT FILE NO. 0028WH SHEET 4 OF 6 DWG# 11-17 00 c _ a eI• O C-4 FLOW 00 -�— `r o OUTLET I C14 e- .a..I' owl 0 FLOW EEEED INLET P ° u PLA N VIEW V° Crl •P _4 co °. D ° v D. - • 6" DIA. . •: • '. o BOLLARD 4" PVC SLEEVE " ...! " ':', 2 2 ; D a00 ° 5' —0 (TP) -" r 7 I INLET OUTLET " /4" GREASE a� — 4" PVC —MONOLITHIC 12 PVC D CONTAINER S�� PIPE BAFFLE SLEEVE D' ■ a n , e In D Q WALK-THRU- O - 4 PVC 50% OF PIPE A. LIQUID DEPTH 20'-0" 3'-0" 7'-0" 8" n 9" .. 4 OPENING' 10'-$00 A..■ .: .f A, 'REFER TO SITE PLAN TO DETERMINE WHICH SIDE ( 3'-0" I I 4'-0" OF THE ENCLOSURE THE WALK-THRU /S ON PLAN VIEW 8'-0" ELEVATION TOP COURSE OF BLOCK TO BE 2'- 2 4 -6 4 9 -6 #p 20-2#1 ROUND OFF CAP FILLED WITH MORTAR, TOWELED AND WASHED. WITH CONCRETE / 1O MINIMUM TOP THICKNESS - 6" f MINIMUM TOP THICKNESS IN PAVED AREA - 8" 20 MINIMUM GREASE TRAP CAPACITY - 1000 GALLONS L -13O DIMENSIONS GIVEN ARE MINIMUM WHEN GREASE TRAP CAPACITY REQUIRED IS 1000 GALLONS. ENCLOSURE TOt MATCH BUILDING `° 1 ° . 4 O WHEN A LARGER CAPACITY GREASE TRAP IS REQUIRED THE DUMPSTER O • j� LENGTH, WIDTH AND DEPTH MUST CHANGE PROPORTIONATELY. I � 5Q MAXIMUM FOUR(4) COURSES OF BRICK ALLOWED TO ADJUST FRAME AND COVER. GREASE CONTAINER © ADJUSTMENTS GREATER THAN 1, REQUIRE 4' DIA. MANHOLE RISERS. 7Q VULCAN 57, OR APPROVED EQUAL, TRAFFIC MANHOLE FRAME AND COVER. ■ 6" THICK 3,000 PSI CONCRETE SLAB REINFOR 6x6-10x 10 WELDED WIRE I tl I U EACH BOLLARD ?NE CUBIC YARD CONCRETE FRONT ELEVATION STANDARD DUMPSTER ENCLOSURE Revised- 717109 SINGLE CLEAT TO HOLD LATCH DURING GATE SWING 2" X 3" X fl" PRIMED & PAINTED WELDED STEEL ANGLE DIAGONAL REINFORCING (TYP.) 22 GAGE METAL DECK- PRIME & PAINT SLACK, WELD TO FRAME 2j" X 2j" X A- PRIMED & PAINTED WELDED STEEL ANGLE FRAMES (TYP.) 6" CONCRETE FILLED STEEL PIPE GATE POSTS (TYP.) SLEEVES FOR 6" BOLLARD (TYP.) SLEEVES W/ SETSCREWS TO PROVIDE HINGE BEARING SURFACE (TYP.) ATTACH PREFABRICATED LATCH MECHANISM TO EACH GATE. DRILL HOLE IN CONCRETE PAD TO ACCEPT EACH LOCK ROD. DUMPSTER GATE ELEVATION REVISED 419109 ,1�DCAC,C- IA1TCD1-_`C0TnD ncTAII NOT TO SCALE d A. v .d .. .. o d' d a d d c o 4 d a d 13, — 4„ 40. d d v d.. . . 4 d d A v d v o. v dd..v d d d d' PLAIN 4000 PSI CONCRETE W/ 6x6— 10x I 0 WELDED WIRE FABRIC i v d SECTION' A —A CONCRETE ID LIMPS TER PA D WH06 DI-3A 3B,3C EXPANSION KEYED FOR DETAILS OF INLET JOINT CONST. BARS `S APPROACH BACK OF SIDEWALK BARSrM •S B ' "wwwww wwwwwwwwwwwwwwwwwwwwww■ i �■r�w� rrr■wrrwww■rr■r■r■■rwwwr■.rwrrwr■rr■ � ' • lure==IM11M WINIM= ■BAN m mmmmmmmm rir/rimririri�ri��l II JOINT CGUTTER 2 � BAR WARP GARTER GU TER BAR 2„ I SUBBASE HARDWARE w + _ CLOTH ARS F I WEEP HOLE. 0 o SEE NOTE 8 W STEPS.'SE NOTE 5 8" 2'-B �8F' 4'-0" SECTION A -A L-VARIABLE - MAX. 20' KEYED CONST. JOINT ui C�2 0 to 2'-10" WARPCUTTED co 00 2'_-0"� 6" - 2' 6" B 8" 3' 0„ 2" APPROACH � � _ `I N i ARS A GUTTER ��., N W �J •� �D ARS -_ -___._ _ _ -_ --- a BARS F BARS E Ly, B cv ,"� •� O I D, �*3" DIAMETER BARS E ; BARS B cq co WEEP HOLE FRONT ELEVATION BARS F B„ 1_B„ B„ I (GUTTER REMOVED) ii/q 3' 0" W D-. q) W b Ly I 5XI/4" BENT PLATE 14�_ SECTION B-B Lo tw -..' Itt't-"---Ittt•.'�� - 2. � � � U a raj /a" RE 4 TYPE A NOSE DETAIL SHALL BE USED WITH CG 3 & CG 7 STANDARDS. �1;'� L21/z"X21/Z'XI/q" ko GALVANIZED TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 STANDARDS. TYPE A TYPE B %z" X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68°30' TO ANGLE IRON AT 2'C-C. CONNECTORS AND IS TO BE ANCHORED WITH I/Z" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. 2" ENT DI-3A L 0I-38 L DI-3C L WAR EDMPAVEMENT lor (u S I I FLOW Flow on k4v , • 1'-0" � O DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL SHEET 1OF 2 STANDARD CURB DROP INLET SPECIFICATION REFERENCE 12'' - 30'' PIPE: MAXIMUM DEPTH (H) = 8' 233 104.09 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 y INSERTABLE SHEET A179 O GG-6 W NOTES: a I. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER- 4. FOR USE WITH STABILIZED OPEN -GRADED DRAR(AGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5• ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A -- - - (DOT ROAD DESIGN MANUAL. AT�THE�OPTION OF THE' TRACTOR SPECIFICATION REFERENCE COMBINATION 6'' CURB & GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION pt? A —c- I - PERMISSIBLE CONST. 5' MIN.{+ JOINT A --[—I TRUNCATED DOMES SEE SHEET 1OF 4 FOR RETAILS TANGENT PLAN STD. CG-2 2`13" 5._0" BACK OF CUR 12 1 48, 1 MAX 20 1 s48 i M - 2' MIN. -+I SECTION A -A NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 4, TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE IN PORYCON MINIMUM RAMP LENGTH IN I' T 4" CURB 6" CURB 0 2 4 1 2 5 2 3 5 3 3 6 4 4 8 5 5 10 6 7 14 7 13 15 8 15 15 NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" 15 MAINTAINED. REV. 9/05 201.03 INSERTABLE SHEET A59 u M 0 c U� CROSSWALK TYPICAL TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS AND ROADWAY GEOMETRICS PROVIDING THE DIMINSIONS AND SLOPES ARE AS NOTED. '2:' MAXI 'Yf Y AT )K 2" HIGHER THAN EDGE OF PAVEMENT AT)KX , SAME AS TOP OF CURB THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 60" MIN. DIMENSIONS. THE. SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. ( 'MARK D, SMITH Lic. No. 22837 k-'10NAL u IN F-+-1 W E-1 > O Z � Wlu ~ a=:iQ _' W W W z O V1 DATE:October 5, 2011 SCALE: NTS DESIGNED BY: JNT SHEET 4 OF 4 C G -12 DETECTABLE WARNING SURFACE SREFERENCEN FILE NO. 0028WH REV.7/05 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 05 SHEET 5 OF 6 203.07 VIRGINIA DEPARTMENT OF TRANSPORTATION I DWG# 11-17 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 material may be used only when approved by owner's representative. D. Nomenclature will be in accordance with Hortus III by L.H. Bailey. SUBSTITUTIONS: PRE -BID It is the landscape contractor's responsibility to make every reasonable effort to find the material speified 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 I,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 shall be 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. I It 1 STANDARDS A. Plants will be in accordance with the current ANLA's Standards and conform in general to representative species. B. Balled and Burlapped (B&B) 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 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 1.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 B.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, 1" deep, the length of the root ball, to cut all circling roots. See Planting Procedures For All Container -Grown Trees & 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 coveriig 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. INSPECTION a. Plants may be subject to inspection and approval by the owner 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 & SHRUBS 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 1" cuts the length of the rootball. C. Plant shrub or tree a minimum of 1/8 of the height of the rootball above existing glade. D. Apply a 2 to 3" thick layer of approved mulch. Keep mulch 6" away from the trunk of all trees and shrubs. E. Plants grown in root containment bags must have the bags removed during the planting operation. No additional slashing of the rootball is necessary. l l DIG HOLE 2X-3X ROOT BALL WIDTH TREE PLANTING — VERTICAL STAKES TREES <4' CAL. SCALE: NOT TO SCALE 11N OR TIE HOSE WITH TIE STAKES ) TO FIRM SOIL STAKES ) TO FIRM SOIL FAKES PARALLEL 5 AND BUILDINGS i JI 2 Z 6 QG 1 � 1 I I � PRUNE DOMINANT LEADERS PRUNE RUBBING OR CROSSING BRANCHES DO NOT STAKE OR WRAP TRUNK UNLESS NECESSARY REMOVE TAGS AND LABELS CUT AWAY ALL BALLING ROPES TOP OF BALL IS TO BE 2" EXISTING GRADE REMOVE TOP OF WIRE BASKET _ 11— IIIIII; IIIIIIIIII .;. — WIDEN AND SCORE —i I —�- ' �'i:- " '•�' — HOLE WALLS REMOVE CONTAINER AND CUT CIRCLING ROOTS IF CONTAINER —GROWN OR AS LEAVE SOLID SOIL PEDESTAL — DO NOT MUCH BURLAP AS POSSIBLE DIG DEEPER THAN BALL DEPTH 2X-3X BALL DIA. ('__)I TREE PLANTING DETAIL TREES 0' CAL SCALE: NOT TO SCALE DO NOT PRUNE TERMINAL LEADER OR BRANCH TIPS PRUNE NARROW CROTCH ANGLES AND WATER SPROUTS — PRUNE BROKEN BRANCHES PRUNE SUCKERS 2"-3" MULCH KEPT ` AWAY FROM TRUNK SOIL WELL TO CONTAIN WATER UNAMENDED BACKFILL SOIL WATER TO SETTLE SOIL AREA FOR WATER DRAINAGE rT C \C1S!` 0 4� _r -- _G s55 ---- ` �® 664 � 665 -e- -_ -- 66Z 661 Z _ LU 660 Z N m \� Q o 659 t Wiz' CL 657 t \ 656 66� 655 \\� &s s \ I I THIS SHEET FOR LANDSCAPING ONLY 20 10 O 20 40 5GALE: 1" = 20' ABB BOTANIC NAME COMMON NAME QUANTITY 51 ZE Ar Acer Rubrum Red Maple 9 211 cal 545 IC juniper nana Dwarf Juniper 14 (parking screen) 36" ht, cunt. TOTAL SITE: 1 PER 2000 OF IMPERVIOUS AREA PARKING LOT IMPERVIOUS AREA = NA IMPERVIOUS AREA=10,600 10,600 / 2000 = 6 TREES REQUIRED INTERIOR PARKING LOT LANDSCAPING (165-21EXUb): 1 TREE PER 10 SPACE5 30 5PACE5 PROP05ED/ 10= 3 TREE5 REQUIRED TOTAL TREE5 REQUIRED = 9 TREE5 TOTAL TREE5 PROVIDED = 9 TREE5 *ALL PLANTS 5HALL CONFORM WITH 165-203.01 OF THE FREDERICK COUNTY ZONING ORDINANCE AND ALL PLANT 5U55TITUTION5 MUST BE APPROVED IN WRITING BY FREDERICK COUNTY PLANNING DEPARTMENT NOTE: *THE PLACEMENT OF TREES SHOWN ON THE PLAN MAY CHANGE AT THE FINAL FUTURE SITE PLAN STAGE. THE OWNER RE5ERVE5 THE RIGHT TO RELOCATE TREES TO MAKE THE SITE A5CETICALLY PLEASING. *CONTRACTOR TO GET APPROVAL FROM OWNER AND COUNTY IF ANY 5U55TITUTION5 ARE MADE. 0 a a Z cc W W Z Z W CO � 00 `t a' U cd QO co � U to Z ��3 W _ b Q W a8 A U 0 ao �� Hw 0) � a) 0 11_11h,111*N N N v to c�, w 4 J Vn r OF MARK D. MITH 9 Lic. No. 22837 �so5 11�� �I _ONAL _ U I--, X z W H Q > 3 - E a 0 Z pw.I Z;(N U W � U) v Q Z J 16 W16 ly Z -I Q Z O U) DATE:October 5, 2011 SCALE: 1"= 50" DESIGNED BY: JNT FILE NO. 0028WH SHEET 6 OF 6 DWG# 11-17