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HomeMy WebLinkAbout34-08 Abundant Life Church - Church Day Care - Shawnee - BackfileGENERAL NOTES VD0T GENERAL NOTES LEGEND VICINITY MAP 1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia EXISTING INTERMEDIATE CONTOUR - - - - _ SCALE: 1" = 2000' Z 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 ----------------- --- and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of EXISTING INDEX CONTOUR ------ -- 330 L L L L L L 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 \ 't h P Y P g g PROPOSED CONTOUR construction, must be provided prior to issuance of the site development permit. The approval of these plans shall govern. 400 L L L L L L L L L L L L L L L �rq 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 L L L L L L L L L L L L L Sediment Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health PROP E/P L �- ��- W 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 L L ` L Transportation EXISTING CURB AND GUTTER EX C&G L L V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be L.LLL L (VDOT) and Frederick County prior to construction in existing State right-of-way. , in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic PROP C&G L L L L. L L L L L L L L L L L L L L L L L L L L L a .641 �■ 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 L L L L L L L L L L L L Lit19, required under State law. Specifications. CG-6 CG-6R L L L L L L L L L L L L L L �� C.Z CV 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 TRANSITION FROM CG-6 TO CG-6R L L L L L L L L L L L L L L L ■ ■ p LLLL LLLLLLLLL e " %� aRn 4�'� rfi■ o 0 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 ® �� c° 00 d f t L LLLLLLLL L `� c�I 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 y facilities or items hat may be L L L L L L L L � y"�k a� � develo er 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 T P Q � I o Refer o developer from this responsibility. L L L L L L L L L" , h .� 00 0 Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. EXISTING STORM SEWER EX. 15y RCP L L L L L L oto V5. Desi n features relating to field construction, regulations, and control or safety of traffic may be n 1- 6. 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 as a result of any field PROP. 15 RCP L L L L > o y, representative of the developer must be available at all times. revision shall be the responsibility of the developer. PROPOSED STORM SEWER L L L x � 0 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 -.-------- c.� cy -___�_ L �� ;�, a� a� Control Devices (MUTCD). use permits for an work within VDOT right-of-way. @ 'Li � P Y g Y• PROPOSED SANITARY SEINER L L L / o WO 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 �■ U a� embankment. EXISTING ELECTRIC SERVICE ,--� 0 Q held by the engineer and/or developer with the attendance of the contractor, various County agencies, Lo 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 `/ p �P P PROPOSED ELECTRIC SERVICE E E- 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. $. I~ PROPOSED GAS LINE G 1. COVER SHEET 0 0 2. E & S CONTROL PHASE I & II AND NARRATIVE Oro 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 e be minimum 6" diameter and conform to VDOT standard SB-1. public roadway via a construction entrance that is constructed and maintained an accordance with PROPERTY LINE 3. E & S CONTROL DETAILS � Section 3.02 of the Vyyirginia Erosion and Sediment Control Handbook. Furthermore, access to other 4. SITE PLAN � co 12. Construction debris shall e containerized in accordance with the Virginia Litter Control Act; no less than properties ithP n tthe limits of bthehis pr'o ece ins employee cent fi d by hall be maintained rthe Virginia Department of Coh construction. The nservation and FLOW LINE 5. GRADING PLAN o w one litter receptacle shall be provided at the construction site. s. DETAILS �. Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices FENCELINE 7. LANDSCAPING PLAN 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equppment 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, and to 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 0 end of construction. CONTRACTOR AND DdsPEcroR NOTES: 14. Notification shall be given to the appropriate utility company prior to construction of water and/or EXISTING WATERLINE W TEE I�i sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, ADDITION TO EXISTING BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, THE INTERNATIONAL BUILDING CODE SECTION 303, A-3 (ASSEMBLY) cut sheets, and connections to existing lines. VI 1. All water and sewer lines within existing or proposed VDOT right -of -way shall have a minimum USE GROUP. OTHER CODE THAT APPLIES ARE ICC?ANSI A 177-1-03 USABLE AND ACCESSIBLE BUILDINGS AND FACILITIES AND 2006 INTERNATIONAL EXISTING BUILDING CODE. y thirty-six (/36 inches cover and when possible shall be installed under roadway drainage facilities at PROPOSED WATERLINE W/ TEE W H Y ,l ) P Y g ENTRANCE AND EXIT DOORS ARE REQUIRED TO MEET ANSI ACCESSIBILITY. MAX 1:12 SLOPE FOR RAMPS, MAX 1:20 FOR WALKING SERVICE, AND MAX 1:48 FOR LANDINGS AND o 15, All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the conflict points. accEss AISLE IN PARING AREs. H current standards and specifications. of the Frederick County Sanitation Authority. EXISTING FIRE HYDRANT � V12. Any unusual subsurface conditions (e.g , unsuitable soils, Springs, sinkholes, voids, caves, etc.) HANDICAP PARKING SHALL. BE PROVIDED PER SECTION 1106.6 (WHERE MULTIPLE ACCESSIBLE ENTRANCES ARE PROVIDED, PARKING SHALL BE DISPERSED). 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 WATER VALVE ------_- V`i � y,� ----e SIGNAGE SHALL COMPLY WITH USBC 1106.8. contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the W prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing engineer and approved by VDOT. PROPOSED WATER METER W -.0W SLABS WITH GREATER THAN e' FILL oR z4' CLEAN SAND OR GRAVEL REQUIRE ENGINEER DESIGN. utility verification and the proposed construction. SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF IBC SHALL. APPLY TO THIS TYPE OF STRUCTURE (SOILS, CONCRETE, STEEL, ETC.). V13. All fill areas, borrow (material and undercut areas shall be inspected and approved by a VDOT PROPOSED REDUCER W 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a REGISTERED DESIGN PROFESSIONAL SEAL REQUIRED ON PLANS SUBMITTED FOR PERMITTING. 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 VDOTrepresentative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted FLAG POLES 50'+ REQUIRES PERMIT AND ENGINEER DESIGN. o private laboratories for testing, the samples shall be clears identified and labeled as belonging to a STOP SIGN 18. When grading is proposed within easements of utilities, letters of permission from all involved companies p g P g g ALL REQUIRED ELEMENTS OF EGRESS SHALL HE HANDICAPPED ACCESSIBLE, AND EXIT DOORS WILL MEET ANSI ACCESSIBILITY STANDARDS. must be provided to Frederick County 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 y VDOT standards and procedures. PARKING INDICATOR ACCESSIBLE ROUTE IMI'RovEMENn SHALL COMPLY WITH THE me 20z COST UNLESS FULL COMPLIANCE IS MET. development permits. P 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 trendies shall be INDICATES THE NUMBER OF TYPICAL PARKING SPACES 12 ASBESTOS INSPECTION MAY BE REQUIRED PRIOR TO PERMIT ISSUANCE FOR MODIFICATION TO EXISTING PORTIONS OF THE BUILDING. � 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 BUILDING ADDITION SHALL COMPLY WITH IBC HEIGHT & AREA T603, T601/602 FOR RATING OF WAILS. F4 Method A, within us or minus 2% of optimum moisture for the full width of any dedicated street 1 HANDICAP PARKING PROPOSED BULLING IS <12,000 SQ FT, NO SPRINKLER Is REQUIRED. pL 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 Q 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 engineer must be notified immediately. submitted to VDOT daily, unless specified otherwise. 100 HANDICAP PARKING SHALL HE LOCATED ON THE SHORTEST I^LrtE TO THE ENTRANCE. HC PARKING SHALL NOT EXCEED 2% ACROSS THE UNLOADING AREA AND MIN. 8' WITH e' STRIPPED VAN ACCESSIBLE SPACE REQUIRED.. REFER TO SIGNAGE USBC 2003. SLOPES EXCEEDING 5%. FOR WALKWAYS SHALL BE DESIGNED AS RAMPS. 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 Engineering at (540) 662-4185 immediately of any 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 T approved plan. specified by VDOT. c �r PROPOSED STREET NAME SIGN PROJECT INEORMA TION „ V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet 22. Controlled fills shall be compacted to 95% of maximum density as determined by method A per standard VDOT minimum design standards and is the responsibility of the developer. p proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered PROPOSED SANITARY LATERAL CLEANOUT professional engineer and results submitted to Frederick County prior to pavement construction. If a PARCEL IDENTIFICATION NO 75-A-37 ALL SIGNS SHALL CONFORM MARK R S V17. Prior to VDOT acceptance of an streets, all required street si na a and/or pavement markings shall SANITARY MANHOLE IDENTIFIER 12 _STREET ADDRESS: 700 AYLOR ROAD TO SECTION 165-30 AND OF b LIC. N0. 22837 geotechnical report has been prepared, it should supersede the requirements in this note. P Y q g g / P g•' be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following O PROJECT SITE AREA: 00 THE FREDERICK COUNTY 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed the Manual On Uniform Traffic Control Devices. excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to DISTURBED AREA: 2.09 AC SUBDIVISION AND ZONING 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 IDENTIFIER O CURRENT ZONING: Bl ORDINANCES `SSI 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: CHURCH;%DAY CARE 01VAL condition. right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit EASEMENT and total prices may be obscured. p,� PROPOSED USE: CHURCH/DAY CARE ALL BUILDING HEIGHTS SHALL 24. All utilities to be located underground. SETBACKS: REQUIRED PROVIDED CONFORM TO SECTION 165-83 ' CENTERLINE V19. Aggregate base and subbase materials shall be laced on subgrade by means of a mechanical FRONT PRIMARY I-81 50' 64.5' (I-81) OF THE FREDERICK COUNTY 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 FRONT SECONDARY AYLOR RD. 35' 70.5' (Rte 647) the VDOT Road and Bridge Specifications and VTM-10. A certified comppaction technician shall perform REAR - _ SUBDIVISION AND ZONING these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. PROPOSED SPOT ELEVATION 35 ORDINANCES In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity X SIDE - - to be present during the construction and testing of the density control strip. EXISTING TREE LINE MAXIMUM HEIGHT: 35' 35' OR LESS THAN V20.Brill Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and SURVEY AND TOPOGRAPHIC INFOR�IA TION LANDSCAPED AREA CALCULATIONS Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified coin action technician shall perform these tests. Certified copies of test 75-A-37 = 11.58 AC PARKING CALCULATIONS p LANDSCAPED AREA REQUIRED 35% = 4.05 AC OR 176,548 S.F. reports shall be submitted to VD T daily, unless Specified otherwise. A VDOT representative shall be LANDSCAPED AREA PROVIDED 45.5% = 8.90 AC OR 387,684 S.F. Existill Note: An lace within these plans statingGreenwayEngineering,fTnshall 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: (PLEASE SEE SHEET 7 FOR PERIMETER AND INTERIOR CALCULATIONS) g Required FCSA CONSTRUCTION NOTES GREENWAY ENGINEERING Dated: July 20, 2007 1 space per 3 seats V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and 408 seats requires 136 spaces E-+ 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 foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for 2• Aerial, horizontal and vertical control surveys were 75 existing N6 U approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bride Standard performed b GREENWAY ENGINEERING 2007 84 proposed 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. pP P P g P P g P Y g P Y• PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design (Year) 159 TOTAL (INCLUDING 8 ADA SPACES} E•-•a <' ) 75- A -37= 11.58 AC = 504,424.80 S.F. and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. TOT. EX. BUILDING AREA = 18,172.2i s.F ® Co > 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. ADA SPACES 1 PER 25= 151/25= 7 REQUIRED V22. The foundations for all box culverts shale be investigated by means of exploratory brings advanced 3. Aerial topographic mapping performed by: PROP. BUILDING = 11,648 SF ADA SPACES = 8 PROVIDED - - / 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. below proposed foundation elevation to determine the type and condition of the foundation.oThe Dated: TOTAL BUILDING LOT AREA = 0.036< 0.30 E � EXISTING BUILDING USS.F. E-i contractor shall submit copies of borehole togs and report findings of foundation exploration to the EX. ASSEMBLY AREA i2,12s sf W 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT Z Road and Bridge Standard PB-1. Contrary to the Standard, where rock is encountered and cast -in -place EX. CLASSROOM AREA AREA 1451 sf W P EX. MISC AREA 1451 sf � (� 6. When an existing water (or forced sewer) main is tapped for the installation of a new line: box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise n n Tj EX. MISC BUILDING 1333 sf (� O a) The Authority shall furnish all labor and material. unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall APPROVAL ���'®� am 9 E b) The, contractor must: be determined by the engineer and approved by VDOT. PROPOSED BUILDING USE 1. make application and pay deposit RAMEc � PROPOSED ACTIVITAREA 88S.F. sf 2. mark the tap location. V23. Approval of these plains shall expire three (3) years from the date of the approval letter. "� -, � tl�o� STORAGE/IGTCHEN 1569 sf > ®° H 3. coordinate installation with the engineering -assistant. CLASSROOMS 3483 sf ® specified by VDOT. t V24. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as � �' 8IIiE PhA4�p9UM�� �j�=_� � U W P4 -. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's �`� Inspector. V25. VDOT Standard Guardrail shall be installed where warranted and/or as / proposed on these plans in FREDERICK CO UN ZONING ADMINISTRATOR DATE' TOTAL MAX. DAYCARE OCCUPANT CAPACITY 125 CHILDREN cl accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) .� 8. The Authority's maintenance division shall furnish and install all water meters through 2" in size. after grading is mostly complete. It is the contractor's responsibility to have the meter box assembly installed correctly. FIRE MARSHAL �S NOTE YEARS FROM THE DATE OF PLANNING APPROVAL 0, Before a permanent meter is installed: HOURS OR OPERATION FOR ABUNDANT LIFE CHURCH W a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. DAYCARE: 6:00arn AM-6:00pm MONDAY-FRIDAY b) The frame and cover shall be set to final grade. Fire lane markings and signage: CHURCH SERVICES: (D c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. Any 'No Parking signs and yellow painted curb locations will be installed SUNDAY MORNINGS -10:30am d) All components of the meter box assembly shall be in proper working order. by field inspection at the direction of the Fire Marshal's Office. SUNDAY EVENINGS-6:30pin WEDNESDAY EVENINGS-7:00pm 9. For water and sewer services that connect to existing lines: TRIP GENERATION DATA Project Name: Project Number: a) The location of the service lateral is to be coordinated with the Authority's engineering assistant. UNDAN' LIFE URU �013 b) An Application for Service must be made and fees paid before work will begin. CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. A B d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the Magisterial District: Date of Plan: (Month, Day, Year) meter. NO ADDITIONAL TRIPS GENERATED W TH THIS PLAIT e) The Authority will install all sewer laterals. SHAWNEE MAGISTERIAL DISTRICT APRIL 28, 2009 10. Any water service line must have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. * TA EN FROM ITE TRIP GENERATION 7TH EDITION Owner: Address, Including Zip Code & Telephone No. DATE:APRIL 28, 2009 700 AYLOR ROAD 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required). UTILITY CONTACTS ABUNDANT LIFE CHURCH STEPHENS CITY, VIRGINIA The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also 540-869-7442 SCALE: NA have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Water/ Frederick County Sanitation Authority Phone: Verizon Radio read remotes are required. Sewer: P.O. Box 1877 P.O. Box 17398 Developer: Address, Including Zip Code & Telephone No. Winchester, VA. 22604 Baltimore, MD 21297 SAME AS ABOVE DESIGNED BY. JNT 12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter (540) 868-1061 (301) 954-6282 SAME AS ABOVE and its backflow prevention device, and/or 2) the fire service line's backflow prevention device. Power: Allegheny Power Gas: Shenandoah Gas Co. FILE NO. 2013 HANDICAPPED PARKING NOTE P.O. Box 1458 P.O. Box 2400 Engineer Certifying Plan: Address, Including Zip Code & Telephone No. Hagerstown, MD 21741 Winchester, VA 22604 151 WINDY HILL LANE SHEET 1 OF 7 Handicapped parking spaces and aisles shall slope 1-800-654-3317 (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 08 - 4 2 Erosion & Sediment Control Narrative PROJECT DESCRIPTION THE ABUNDANT LIFE CHURCH SITE IS LOCATED ON THE WEST SIDE OF AYLOR ROAD 7 IN FREDERICK COUNTY VIRGINIA AND IS WITHIN THE OPEQUON MAGISTERIAL DISTRICT. THIS PROPERTY IS IDENTIFIED IN THE FREDERICK COUNTY TAX MAPS AS PROPERTY IDENTIFICATION NUMBERS 74-A-37 AND CURRENTLY ZONED NEIGHBORHOOD BUSINESS (Bl). THE LAND DISTURBANCE PROPOSED WITHIN THIS PLAN IS STRICTLY FOR THE CONSTRUCTION OF A PARKING LOT AND BUILDING ADDITION. F.XISITNG SITE CONDITIONS THE TERRAIN OF THIS PROPERTY IS GENTLY SLOPING. WITHIN THE SITE AREA THE DRAINAGE WHICH FLOWS EAST TO A CULVERT WHICH DIRECTS ALL DRAINAGE OFFSITE. THE MAJORITY OF THE PROPERTY IS OPEN GRASSED AREA. ADJACENT PROPERTY THE SUBJECT IS BORDERED ON THE ENTIRE WEST SIDE BY INTERSTATE 81 , TO THE NORTH, SOUTH, EAST BY EXISTING RESIDENTIAL. SOILS: REFER TO USGS SOIL SURVEY OF FREDERICK COUNTY 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 MEASURES PHASE I 1. INSTALL CONSTRUCTION ENTRANCE. 2. INSTALL CULVET INLET AND OUTLET PROTECTION AS SHOWN 3. INSTALL ROCK CHECK DAMS 4. INSTALL SILT FENCE 5. BEGIN CLEARING AND GRUBBING THE SITE 6. REMOVE EXISTING CULVERTS ONCE THE SEDIMENT CONTROL MEASURES ARE INSPECTED FOR CONFORMANCE AND APPROVED BY THE FREDERICK COUNTY PUBLIC WORKS DEPARTMENT THE ADDTIONAL CLEARING & GRUBBING OF SITE WITH LIMITS SHOWN. IF NECESSARY INSPECTOR MAY REQUIRE ADDITIONAL EROSION & SEDIMENT CONTROL MEASURES. "PRIOR TO FILLING THE SEDIMENT BASIN STRUCTURES 1-10B ARE TO BE INSTALLED AND STABILIZED TO BYPASS OFSITE CLEAN WATER WHICH WILL REDUCE THE ONSITE DRAINAGE TO THE BASIN. ONCE APPROVED BY THE INSPECTOR FILLING OF THE BASIN AREA CAN COMMENCE. PHASE II: CONTROLLED FILL SHALL BE PLACED AS DIRECTED BY CERTIFIED GEOTECHNICAL ENGINEER. 1. CULVERT INLET PROTECTION (3.08) AND OUTLET PROTECTION (3.18) TO REMAIN AS SHOWN UNTIL SITE IS STABILIZED. 2. PROVIDE STABILIZATION IMMEDIATELY ONCE GRADING IS COMPLETED. 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. ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER WITHIN SEN SE FIVE (5) DAYS AFTER 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 ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED. ER05I0N/5EDiMENT CONTROL LEGEND NO, KEY SYMBOL DE5CRiPTION 3.02 CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3.05 � �� -�- SUPER SILT FENCE 3.01 IP STORM DRAIN INLET PROTECTION 3.08 CIP CULVERT INLET PROTECTION 3.09 DD DD TEMPORARY DIVERSION DIKE 3.10 FD PD TEMPORARY FILL DIVERSION 3.11 TEMPORARY RIGHT OF WAY DIVERSION 3.12 DIVERSION 3.13 TEMPORARY SEDIMENT TRAP 3.18 OP OUTLET PROTECTION 3.20 CD --' --' ROCK CHECK DAMS 333 $O SO SODDING 336 TP 0-0-0 TREE PROTECTION LIMITS OF CLEARING t 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 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. DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH TIME THE CHECK DAMS SHALL BE REMOVED. 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. TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE. GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED IMMEDIATELY. 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 SEDIMENT BASIN, SEDIMENT TRAPS, DIVERSION DIKES, CONSTRUCTION ENTRANCE, SILT FENCING AND CHECK DAMS). 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 THE TEMPORARY SEDIMENT BASIN RISER AND REPLACING WITH THE PERMANENT 36" ADS N-12 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 TOT LITTLE OR NO CONSTRUCTION TRAFFIC. 2. ALL HAUL ROAD AND OTHER HEAVY TRAFFIC ROUTES SHALL BE SPRINKLED WITH WATER UNTIL THE SURFACE IS WET, AND REPEATED AS NEEDED TO CONTROL DUST. RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION DATE. THE RESPONSIBLE LAND D157URBER IS THE PARTY RE5P0N51BLE FOR CARRYING OUT THE LAND D15iURBINCx ACTIVITY AS 5E? FORTH IN THE PLAN5. 5tormwater Analysis Refer to site plan'046-98 For Analysis, Narrative and Calculations. The proposed improvements with this plan increase the runoff an addtional 5 cfs during a 10r storm event. The 0046-95 Analysis indicates that the original developemnt and storm structures where designed For larger storm flows and therefore the increase in runoff from the proposed improvememts have been accounted for. 01 CO CO lax r. � -- \\ CD 40 IN 1.4 > C\j co Im 1•" .^ .,r •+'"•• / / rl /' \� ,} \\ / ��-�-- i // r 1 /•�� \} \ \ i �r ... 'ri ,L� lid tv } ; \y �\` / / /il.� f�l�r` % l' / { lei ���i �/� /•T 11 t lly\ i t j Q) fill 11111 ''l % 1 I \f \/ un�s'`'*'` i� l ��'✓ \C\`'0 �}} S 1 / 111 e thil f l I / / r-``-f r } L_.-_. '� } / 1 �'0�� n!rr .r...-"'-•r -. •� ��-�\ �I+. � O.ti /'' 1.11± I�I11 1 1 1 1 /' w us -to F`'",,� r �' r 3 ___%'•" '------."`+�--- _ \ ./ \ / Lf t / I I l � ► I / ,� r 1 Ir VI rn r �© / ,� 1 1 t"f �/ �• \ +�` 1 \ } EXISTING Gft RAVEL ' 1 ! ,r I r i i it - 1 r� 1 \ � PAR)� G LOT \ 1-'-"�"' (--1 I(,j�jt!r/1 q)iai � ( ,�.. �b I _' �,� 1 ��' r ii_I 1 l�l / (11 rlrri / / \ \ r an r•. 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No. 22837 SIGNAL 1v4 '•'� / /Ji t� \f / _ _ _ _ - Ik ---------------- \ \ )A 1 ~, \ } I ` 1 1 ��'' ^ ��-'/ '•� \ \ '�, jaw I-1 Q - J WON El y - 1j4 V NV�:.; / r IIIi \11 f �' Ii I /i -ti `- - '-"' 116 w TO 1'�� �� i� , lit l) ,1 I 1 i '~ �\ _ �j i E-+ V o �} ) \. \ •`"r i / i rr l-L dr +1111 I I! } 5 1 1 (r r�� cc '� J U� r r } t __ - • / } II I/ \/ '"'°" ;,;r r ! - \ r� r 111 i (1 t l l I 11 1 1 / f. { t r~F t �j vj^'' F'•q! r,,•'' •'" `'ii 1 ' .�i- ---------- _ �� \�• \ \ , I Id /1�411 1 '1 i 1 1 ! .� ,..- _ ~ L l.J � �� ., � } 1 1; 1 II t I I / I 1 r / 1 r-' U) el irJ-,1 // ,/t11�If1El,'" \ ! z W h t / flt'ItU / I r I i '� / /r 11'I Ilfill / I / } t 7. //_ it ; 1} ill tlrrl ~ \ L 1 �l' LJ fl •f111�r I'1 4 J. L �n• L 1.' I �) I I I ?1 l 1 1 I !1 _, -- 11i T• ns.. \ 1, i 1-1 11 �slrl 1 f \\ { t J_ \\` 1 \: \\ r �� r�, r---j----,,%� G \tn-s?� i%�- Kii}' L y� '�'�.\1I• E�<{ J)--�.L� !! \ /� I 1 1 '\ •..� -\ }\ �i ? I � /.; " _rt-.t �J l E� Q i 1 ��i 1 / I •"iu,ls•nr�/ T - R • ` / _ 1 1\ \ fTCrn71; nT \ F �. �Naailw„ww�: � l' N1 °-> ! '9 /i/ � �/ice � }+�_ \ ��... � s' a �I `_� / i r�e•n'uj1''"'"' ` `� `� 4y, I �� � -. _' �' �r• t) aarw,aw,wr ..` '`\ iS°.` � L.r�w +.. ..--••.\ } `/ �------- ------ 5,2 t:1t) i 1/ / I �• f�`�'A.I "f,��•I IA I"�LL�����-_�_�1�.Jl�.i+•...,-•r«�"� '] 3't'74i`?,1 - .r^"y.�,"�-^'---:--.�'L_�-�- .'.^•=-.-.•-� - �..�--�.•"-'--�__------_.-r==---�Cg.�$��"E^�y`°".-� `1, `1 ,I- / / ;1 I 1 1 - �- � �,.7/,��,L�'C(",��.%•• d'..`Z•*•r 3cr'lt[{ `- 1-� - � � „�. ••- _ ..- �� � f�_ goo F;,•� ' }}_ ISIJ749--' =` <-r -- �t --- I \�� ' Z14C� '�-.-ssxp _ - ' 1 _ �9�;f'`•r ' F - 8 A: `''i �' \ 6 4m'AT39' 111 � -, - _-�.�.'.\-. I. F' 1"T.� �=�.`-."°� � .._.. y 6c, '•� ,�\ i _-�.p •�"- �W J tC1 �e vtl11((y,! ..........- ^�_J yuq•-----�- .:C�'' � 'M NMYA'Q4p� (P DATRAPRIL 28, 2009 IM -F- ------- } SCALE: AS SHOWN f \ r r EROSION & SEDIMENT CONTROL PHASE 11 DESIGNED BY: JNT FILE NO. 2013 100 0 100 200 SHEET 2 OF 7 SGALE: I" = 100' DWG# 08-42 MINIMUM CONSTRUCTION STANDARDS NARRATIVE AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED WITH THIS PLAN MUST BE CONSISTENT WITH THE VSECH FOR 4VAC50-30-40 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 AGROUND COVER IS ACHIEVED THAT, 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 A$ DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. (o. 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 24-14OUR 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 NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. 9. 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. It. 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 BOTH 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. NONERODIBLE 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 NONERODIBLE 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 IS 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. STONE CONSTRUCTION ENTRANCE 70' MIN. A FX MR CLOTH-- 6" MIN. I A I SIDE ELEVATION 70' MIN. B r- WASHRACK r2' MIN. ro' 11. L-VDOr /r I I POSITIVE DRVWE COURSE AGGREGATE B TO SMV19Vr TRAPPING DEVICE MUST EXTEND FULL WIDTH OF INGRESS ANO EGRESS OPOU770N PLAN VIEW JLU I IVIN A -A SECTION B-B D as"W - PAVEMENr DasnNG PAVEMENT 0' MIN. 1. SOURCE • AW10 from 1983 MarYand Standards for Soil erosion and Sediment Control, and Va. OSWC Plate J02-1 SILT FENCE CULVERT INLET PROTECTION DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMCRT FLOW OPTIONAL STONE COMBINATION 1.0' 1.5' FLaOW 2.5' a •VDOT /3, #357, }5, 156 OR /57 COARSE AGGREGATE CLASS 1 RIPRAP TO REPLACE SILT FENCE IN " HORSESHOE ' WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" Rate Planting Dates Species (lbs./acre Sept. 1 - Feb. 15 50/50 Mix of Annual Ryegrass (Lolium multi-florum) & 50 - 100 Cereal (Winter) Rye (Seca) cereale) Feb. 16 - Apr. 30 Anual Ryegrass 60 - 100 (Loliium multi-florum) May 1 - Aug. 31 German Millet 50 (Setaria italica) Seeding Seed shall be evenly applied with a broadcast seeder, drill, cultipacker seeder or hydroseeder. Small grains shall be planted no more than one inch deep. Grasses and legumes shall be planted with no less than 1/4" soil cover. PIPE OUTLET CONDITIONS A A SECTION A -A 'IPE OUTLET TO FLAT ,REA WITH NO DEFINED 'HANNEL L a 0 x -� d FILTER CLOTH KEY IN 6"-9% RECOMMENDED FOR T PERIMETER 3do (MIN.) L 'IPE OUTLET TO WELL )EFINED CHANNEL La 0r d SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERD METER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d - 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. Source: Va. DSWC Plate 3.18-1 R 0 CK CHECK DAM VDOT #1 COARSE AGGREGATE :tr t�. CLASS 1 RIPRAP PLATE 3.20-1 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. W - Kentucky 31 or Turf -Type Tall Fescue 90-100% W - Improved Perennial Ryegrass * 0-10% - Kentucky Bluegrass 0-10% High -Maintenance Lawn Minimum of three (3) up to five (5) varieties of Z bluegrass from approved list for use in Virginia. 125 lbs. C\2 LU o LO General Slope (3:1 or less) � � >1111111 CAI I - Kentucky 31 Fescue 128 lbs. 44 � co o - Red Top Grass 2 lbs. q (0 � >)b Seasonal Nurse Crop** 20 lbs. 'an I M 1~ 150 lbs I >, Cq Low -Maintenance Slope (Steeper than 3: 1) z x - Kentucky 31 Fescue 108 lbs. b +)r. of - Red Top Grass 2 lbs. W ai - Seasonal Nurse Crop** 20 lbs. sa.� a0 - Crownvetch *** 20 lbs. 150 lbs H * Perennial Ryegrass will germinate faster and at lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed.' a) o ** Use seasonal nurse crop in accordance with seeding dates as y stated below: March, April through May 15th Annual Rye r. May 16th through August 15th Foxtail Millet 9 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. z GRAVEL AND WIRE MESH ° DROP INLET SEDIMENT Y) FILTER w a I 7 r: O�+li��>ri.�:Z I� I1 q 'e I4: H A• 77., SEDIMENT WIRE MESH T FILTERED MARK D., SMITH WATER o Lic. No. 22837 �sSIONAL �,611 �~ SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. ' GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE. 3.07-2 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. FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL FLOW G EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOURCE: Apted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PIATE. 3.05-1 F� E-a I� O x F V) > r� I o16 W z z FEF---��� IL �14 ja o o 0 0 W W O O �a W DATE: APRIL 28, 2009 SCALE: NA DESIGNED BY: JNT FILE NO. 2013 SHEET 3 OF 7 DWG# 08-42 I I I I STABILITY ANALYSIS NOTE - SLOPE STAB / \ �'- / ❑ / / / I I \ X DUE TO SOIL TYPE CONDITIONS IN FREDERICK COUNTY VIRGINIA, IN GENERAL, ALL FILL AND CUT \ \ SLOPE STEEPER THAN 3-1 SHALL REQUIRE SLOPE $ ,� PIE Ill / I \ \ \ , ` �% / i\ I STABILITY ANALYSIS. �fG�$eIVf- I \I 1 \ - � / / / \ \ / I ( I - , W CERTIFIED GEOTECHNICAL ENGINEER SHALL v Ng , � � I 'Yj�J� \ � / C�P � � /� \ \ 1 I w � I Lu W � Z PERFORM SITE INVESTIGATION TO DETERMINE THE ACTUAL AREA THAT REQUIRES SLOPE STABILITY -- ANALYSIS. SLOPE STABILITY ANALYSIS SHALL BE PERFORME / / +�'� I I \ \ \ \ I z o BY CERTIFIED GEOTECHICAL ENGINEER AND SHALL \ ` \ \ I ,n - _ _ _ W �n BE SUBMITTED TO FREDERICK COUNTY PUBLIC / II `t'-JJ � WORKS PRIOR TO ISSUANCE OF THE LAND "r � aOI _4 o DISTURBANCE PERMIT FOR ARE AFFECTED BY 44 THIS CONDITION. rn c a cv FREDERICK COUNTY INEPCTIONS NOTE I l I W s I l e 4 \ I PARKING AND ACCESSIBLE ROUTE -INTO BUILDING - - - �J// / / /�\� \\ \\ / -- -' \ \ \ I I -;� b a o MAX 1-12 SLOPE FOR RAMPS, MAX 1-20 FOR _ ^ ��� I - \ , Z \ 1 I , I — W .3 4 WALKING SERVICE, AND -MAX 1-48 FOR LANDINGS / / I � / G � 1,1 �� �� � ` \ l \ \ I � - y � � '� a Lo �n U � AND ACCESS AISLE IN PARKING AREA. �` / / / �\ �` 1� ,+s► \\ \ _ \ \, \ ,\ I 1 I , .� Hw /0010- llh'� .5. \ q� C'U�RB TRANS. I cwa�9 w�iTM 15-A-37 32 CURB Abun6ser TAN. rx i 8� INST«030ols84 030020 ROP. 6 Zoned: Bl 5 IT RISER / / m _ , 1-1Use: CHURC (SEE DETAIL SHEET 9)Ep bs } ...\�� �' \ � � �' � ,�,Qf � � �` - � \ � � - , ii � ' �' b I I I / I \ , / �. ,�� _ �, \ o ��° \ A I z II,I I I I I Z A55MY. + 1 Y I rn I I I F;CSA 1 \ I / O TAP BY REMO B \rn \ I I (U / / � i _J/ % II / jI ��*� � � . • ' PAD j " `" - EMERGENTp-,G..-GE- �`;; �_..` , P..,\ 2 �� 1�NCL U REDOCATE DUMr'6TER WCjfzA IZ ENCLOStaRE M ] / \ �-✓" / bay x 1k -' PROPOSED NEW GRAVEL AR�AS - I 1►� \ 1 �o \ 1 I -Zi I W - f _� _ FOR TURN AROUND / 1 -` `-.- - +` \ �4` \ I I .� I I I J I - \ y I \ .. / / �I' / / I'xl' YARIQ INLEt j / I I - ; - _ _-I J L_ n \ 2r� i Ex./TOT LOT I 1 � I � r ..,: Ex. TOT LOT 4' MULC \� / �/ Ex. TOT Lot\ - -I ALKWAY I rn • / �� I / - I W .` LTIVITY AREA TH o r__L� d__� y�, I I I - _ - (-�\. ' i \ �. / \\ s BUILDING ADDITION \ ' 1 y O EX. MISC AREA I I \ 1 �u, 1 J I \ \ \ F j' I 1' I 1164 SF o ry, + I -�3V I 1 1 I I i EX. MISC. BLUG. 11 - -�" I i FF= 169m6 i ENTRY WAY FROM EXISITNG BUILDING + I\ 1 i 1 I / j I z I IIE\ r DRAI +'- - - - -- / - - -� 7 ' EX. CLASSROOM AREA FF=169.06 EX. AS5EMBLY AREA MARK D.. TH EX. BLDG. ,,, 1 I ) I I U' � I / I \� b LIC. No. 22837 APP�: ATI aN x I / U (l� T-----------I'xl'-YA IN`L �� l ( v, I ! i J I- / / z \ ZU 1 OF 0" CMP \ �' � / � I 1 r `U ' e{ I / \ 1 ry' /' , i I I I O MAtc 4 \ I 1 i,) / I- i �s �~ i s i I \ \ r �, / / \ s.., / \ , C� \ 6 }� C E� `�`� i i �( // I /l l e \ I SIGNAL I _�. ' S 6RAGE/1<14HEN I \ \key 1 / / _--- � I— — -- bl \ .I ------ ,.5MH / / I ) + A 1 biF 66� �I I =168.13 ' Yi ' \ �\^ TIE-IN RD's REMOVE EX. S/W , 1 I U1 Lk ( 8 IN�s IN=158 EX. PAVILION i� A �____°w I =16za ��—,= I I G / `' s / �. 66er •� /�o N'Tv IN 151h9 -� lW COUT�6� I ,� � (� 35. EX _ x 6 --- -- .. -� � 5'1- �-'� _'�-_s --�w N _._s _... _. _/_� - is _ CONTRACTOR TO // _. _ / 8" INv N= I I MATCH ELEV. "16 - '. - -�EPLAdE UJi _ 5 i S IN - '°"` 'A -' WY �- = `SOl_�ID�TOPi 4 3 66rn.� - PH A55MY.w/ — TAP .BY FC$d `s— - —C — — — - _ .- - _ - _ EX. SW t� 66�r I _ - REPLACE_ _ _ _ ' ;, �i�4� S Z / / r J — I-- ��S/ / / I CONC. PAD < OL ARDS. —t - . _ _�__1_,�.___Q_ _CY" RAGTOR 10 SIIUEIUAl.i4 n WY i — I 1 �'•� r._ MAX t:v, J E. - - -- -� -- -- • • I r — \ 1 JT 54,R 21 e1 I - 1 EN TREE 6- I SCUPPER EX. FN TO 15E'REL`OCAT \ \ U Ex. St'iN I / PROPOSED GRAVE Q./ PIPE \ - _ \ 1A �•� �n EMERGENCY ACESS `: - - EX. ACCESSIBLE ROUT - - _ _ �( �; +' s / RAISE VALVE I � / TOP=168.�f)3 Crf 8" INY CU f =159.6� / i v — _ —`�.J' /°I° a 1 �/ / I / x / F, - ; ,� / rT0 MATCH PVMT CRO55 SLOPE \ \ \ _ �, I E / \ L.?--- x-� -1 ' 1 /64 , - >7 1.81 ' �� 1 ` _—_---I / ::: �7 � — — — — — — --� — t I - s. . LP j / It / ,� \ \ / N■ Z o I / / 150' INACTIVE BUFFER N �r'� i' /` / i 1 _ _ IL r rm STRIPED RE t �� , / _ -' '_ ` Q Cx \ HC SIGN (TYP.) r / \. \. - - _ _ _ _"@ W f- — .,� -� _ 24" RGP ;.. -P 63.12� EX. SIGN _ 2' 2 S 3 0-�` — _ — T- -J" _=� ` _; _ , w_ _ iNY=1 9 i - .-•= t` i 1 \ _/ 1 35, BRL- - - - - - - -T 3�� �- -%t>� ` - -+- _ -- --t .?�` f--".- s---s------------------------------ _-- _� T --r- -a-_ _-- I / �Ex.D� _:- 1 I 1 x. S 5 �'_—✓ - — — INY=160.01 Y _ ROAD �-- \ __ — — — T?ApOR6j5 40°4'T33" U-Of=T65.09 TE RQV xa i %`--- '3t"�' -- -- -= --_ — — INv=161.05 SVAFitIpBLE _!, FN - ,O / I OP-Dli65.18 3,168.42 PT WY5 DATE:APRIL 28, 2009 ` — INY IN=161,1615) — i e II`l�-IM-160-1Q'�1�.-. -- -- — _..._.. — — -- — — — — 12,892.12 PC 1 - _ — -- 0 Ex. DI i \----------------� / EX.STR _ INv TOUT=162! 1 \ INv IN=159.61 I TM 15-A-38 �\1751 ��'4112 BC 4 BUJ ENTERPRISES LLC \ \ / / TM 14B-3-I-i TH -� Ronald and Robin Strousnfder - ° TM 14B-3-I-5 \ / Ronald Hoover OR ao�o� F, n a► I 30 15 O 30 60 SCALE: 1" = 30' 1 TM 15E-1-3-1 SCALE: 1"= 30' DESIGNED BY: JNT FILE NO. 2013 SHEET 5 OF 7 DWG# 08-42 MODIFIED STORM RISER STRUCTURE DETAILS 6" OVERHANG 24" 767.50 6" 100YR WS ELEV. 767.31 EXISTNG CRADE SEE DETAIL \ IDYR WS ELEV.766.89 3 MAX -- 8' MIN. \ 18- DIA ORIFICE VATH / 5 EPDXY REBARS AT 8" O.C. EX 24" RCP 76525 N PLACE, 4000 PSI IF PRECAST. FOR COMPLETE INFORMATION SEE VDOT ROAD AND BRIDGE STANDARDS VOLUME ONE, LATEST EDITION TOP VIEW MODIFIED STIR. PRINCIPAL RISER & EW-1 N.T.S. S MN. FOR BUOYANCY 765.25 EXISTING GRADE FILLED PATH CONRETE FOR BUOYANCY 18" DIA. ORIFICE r 5'— 4" SECTION - MODIFIED PRINCIPAL RISER N.T.S. /4- GALV. ANGLE IRON X 1 1/2' X 1/4' GALV. ANGLE IRON 3' LONGx 1/2"DIA 3" RADIi GALV. BOLTS W/ CONC. ANCHORS 0 2'-0' D.C. WELD REBAR TO GALV. ANGLE IRON TRASH RACK ATTACHMENT DETAILS N,T.S. 1-LONG X 1/4• DIA. GALV. BOLTS PER HINGE PROVIDE 3 BUTT HINGES AT WADE X 1/4" THICK /5 EPDXY COATED REBAR (OR EQUAL) 2- 2"X2"X 1/4' GALV. ANGLE IRONS WELD REBAR TO ANGLE IRON do EACH OTHER HINGE ATTACHMENT DETAILS N.T.S. i dla. schedule 40 steel pipe filled with concrete and painted yellow finished grade 18' dia. concrete encasement as required finished grade y 0' max. stone to be minimum of 8' above top of base stone stone joint BOLLARD DETAIL pad l'-6' dla. x e' deep :r6`' - 4'stons screw type adjustable valve box locator marker mechanical Joint swivel tee with e' branch FIRE HYDRANT ASSEMBLY -1 0- SEP 06 WIRE MESH REINFORCING VD.O.T. ROAD AND BRIDGE STANDARDS SECTION 301.04 CLASS A-3 CONCRETE 6" BASE 21-A COMPACTED SUBGRADE (COMPACTED TO 155`e DENSITY AT OPTIMUM MOISTURE CONTENT, VDOT BTM-I METHOD) TR>a &H PUMP51ER FAD (NOT TO SCALE) 4" REINFORCED CONGRETE 3000 PSI 4" SUBBASE (21-A STONE) WIDTH VARIES SEE SITE PLAN 'I 29, ClR065 SLOPE MAX. i J I'I�I I I I I ICI I II I I� I ICI I� f I ( I I COMPACTED SUBGRADE (90io DENSITY) CONCRETE 51DEWAL_K DETAIL_ (NOT TO SCALE) SPECIFICATION REFERENCE LIGHT DUTY 5 z ON51TE T)'PICAL FAVEMENT SECTION NOT TO SCALE PAVEMENT DE51GN BASED ON A SUBGRADE CBR DESIGN VALUE OF 10. 501L TEST OF THE 5U5GRADE MUST 5U5MITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. PVMTSECT a M.t53" 9" U SECTION A -A WHEEL STOP DETAIL NOT TO SCALE 16" 2-24" e6 REBARS FOR WHEEL STOP 175" This area may be concrete NOTES: 1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB do GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB do GUTTER. 4. FOR USE WITH STABIUZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARELLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. The bottom of the curb and gutter may be constructed parallel to the slope of subbase coupes provided a minimum depth of 7" is maintained. COMBINATION 6" REVERSE CURB 8c GUTTER NOTES: 1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB do GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB do GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHAII BE CONSTRUCTED PARELLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 2"R 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-7 IS REQUIRED. p p.. ip •� Q p e by e. p t> • . � p e D e wp.. p e The bottom of the curb and gutter may be constructed parallel to the slope of subbase courses provided a minimum depth of 7' is maintained. COMBINATION 6" CURB 8c GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION PAVEMENT --�/ 4' CURB CUT Reg• . a T Tf=E I SCUPPER DETAIL NOT TO SCALE I'X4i(4'-8' SLATS, 2-FINI5H NAIL AT TOP AND BOTTOM 2'X4'X4' BEAMS. TOE NAIL TO f 4"X4'XO' NOTES: I\ V I. PRESERVATIVE STAIN ON ALL WOOD. " COLOR TO MATCH THAT OF BLDG. 2. FINISHED SIDE OF FENCE SHALL FACE ADJOINING PROPERTY, IF APPLICABLE. .� COMPACTED GRAVEL WOOD FENGE DETAIL FOR BOTH DUMP5TER ENCLOSURE NOT TO SCALE ap z W W z Z W 0 o CIO ao ;~ aF:- �C° �C\2 LO z � > C\2 W ``11 �� L C\2 ��� W �W U 0�� �.to t` (1) 0 .•�Na V ,�Q.yyi 1�� ..y W O z 0 0 NH OF f l MA K D. SMITH v Lic. No. 22837 SIONAL E-+ t—f Ck Q W Ems-+ E - um W O Q CC Fm 44 IL t---I Z Cd Qr4 H Q z Q 0 J O W Z of m W O a DATKAPRIL 28, 2009 SCALE: NTS DESIGNED BY: JNT FILE NO. 2013 SHEET 6 OF 7 DWG# 08-42 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 in 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 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. I 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. 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 coverng 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. DIG HOLE 2X-3X ROOT BALL WIDTH 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 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. TREE PLANTING — VERTICAL STAKES UN OR TIE HOSE WITH TIE STAKES ) TO FIRM SOIL STAKES ) TO FIRM SOIL FAKES PARALLEL 5 AND BUILDINGS 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 REMOVE CONTAINER AND CUT CIRCLING ROOTS IF CONTAINER —GROWN OR AS MUCH BURLAP AS POSSIBLE / 1 `\ I 2`On On IBM g� �% . �a I 11 \ I I Zc"d : DI /5TM RISER / ` p "T_ Use: CIIUF.G lSEE DETAIL Yt4eET 9) �`,°�� i --- _ /FA / I III I I I I l �' / \ pn />' � /1. �X f / — I I II�tlI _ 'I I I Setl TAP C3YDWIFF I I - / / i ETiCLOtW�c! PAD [(- 6� f� � �" ._.. _. �" � \' �`� 6 �� \ �, I I _ \ / h _ 1— � �- - - — _ �— ?► � \ III I EXhOT LOT / ] EX TOT LOT I ��// /;. EX TOT LOT EXLDi � Q CATION 1 fa L . ATICN I MAH • �. srlla EX PAYILIGN -d1 il ' `'.�.`< < .L�''�(,t� r.� •.,.1. 3-` 5.� 8,-IF M151b9 FH ASSMY.W1 4"Al.)T CONC. PAD 1 LLAA�,5 _ S " -ZIF- - �uACT it -a / EX �MH II / j •EA E U� / / T0 1 •1 68l�3EI IE EKCY �5. \ -A. e' NV OU .15Sb7/ � �'RZ7III vEBU'TrER TM 15Ch - l�d Ow ti INST' "3 IOI3E83 t p3v p, OF. 1 i / I l 1 1 { J~ � \ a� I I \ I \21 I i//� I\\ On ,,,,�, EX Et , �, / _ _ — S INV 11 ,�a NVi.1�6.41 ` / Sfl ajb jjP mac- . —✓— ~ \\ EX FH X }C 6 GN1. LP I / I I fl `�J_-- 1 253�'— _(-\— _ ex� .F 11 163.r Exswr, / 1 _ �— — — — — — — — I — — — 35— — — — /�M�(�f��C t- .-- t As. 1'3� - "T $i• .�.t-� 5 !_- = y — — J _, • y R1V.1601�, �� _-- — —�_ — N \— _AA 120 S 40"4N33° 11J — ` #� :.� .s _` =-T0f--r(PDMf i " ---' �- LEAVE SOLID SOIL PEDESTAL — DO NOT DIG DEEPER THAN BALL DEPTH T 2X-3X BALL DIA. TREE PLANTING DETAIL TREES <4" 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 I� UNAMENDED 13ACKFILL SOIL WATER TO SETTLE SOIL AREA FOR WATER DRAINAGE THIS SHEET FOR LANSCAPING ONLY NNNN=W ABB 530TANIC NAME COMMON NAME QUANTITY SIZE Bn Betula nigra River Birch 15 2" cal 545 Fa Fagus atropuniclea Cooper Beech 15 2" cal 545 INTERIOR PARKING LOT LANDSCAPING (I65-21(EXIIXb): I TREE PER 10 SPACES 54 TOTAL SPACES PROPOSED/ 10- 9 TREES REQUIRED PERIMETER LANDSCAPING (I(o5-21-(EX IIXa): 41,4315.F. IMPERVIOUS AREA or 0.95 acres) 1 TREE PER 2000 5F IMPERVIOUS AREA 41,431/ 2000 - 21 TREES REQUIRED TOTAL = 30 TREES PROVIDED •ALL PLANTS SHALL CONFORM WITH 165-44F.1 OF THE FREDERICK COUNTY ZONING ORDINANCE AND ALL PLANT SUBSTITUTIONS 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 ASCETICALLY PLEASING WITH APPROVAL FROM FREDERICK COUNTY O H a Z W UA W CV o LO m CQ o a •� 1 C\1 U M �o Z �> x I t� o W� 0 4) W U w a) TH of MARK D. SMITH 9 Lic. No. 22837 L+ S%AL V F-+ Z � O 0 � Q � W a F-1 Z aw, Z w o U J � � U U� d � Z a w aZZQ Z m W O a DATRAPRIL 28, 2009 SCALE: 1"= 50" DESIGNED BY: JNT FILE NO. 2013 TREES 0" CAL. SCALE: NOT TO SCALE *ALL PLANTS SHALL CONFORM WITH 165-368 OF THE FREDERICK COUNTY ZONING ORDINANCE AND ALL PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY FREDERICK COUNTY PLANNING DEPARTMENT. SHEET 7 OF 7 DWG# 08-42 GENERAL NOTES VD0T CENERAL NOTES LECEND VICINITY MAP 1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia EXISTING INTERMEDIATE CONTOUR - - - -1 _330- �- , SCALE: 1" = 2000' Z 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 2. Measures to control erosion and siltation, including detention ponds serving as silt basins Burin and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of g p t a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent 0 /4 construction, must be provided prior to issuance of the site development Perim . The approval of these plans P Y P g g PROPOSED CONTOUR 400 (- L L L L L L P P Pp P shall govern. LLLLL LLLLLLLL LL in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and EX E/P EXISTING EDGE OF PAVEMENT L L L L L L L L L L L L L L L L L L LL �,, W Sediment Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health PROP E/P L L UA Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. PROPOSED EDGE OF PAVEMENT LLL Z 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of EX C&G LL ST F ENS CITY--L Trans ortation V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be EXISTING CURB AND GUTTER ILLLL L Trans and Frederick County prior to construction in existing State right-of-way, in accordance with the current edition of VDOT s Work Area Protection Manual. Furthermore, all traffic L L L L L L L L L L L L L L L L L L L L L L L L PROP C&G LLLLLLLLLLL.641 L L 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 T Q required under State law. g Specifications. CG-6 CG-6R LLLLLLLLLLLLZL sn �. TRANSITION FROM CG-6 TO CG-6R L L L L L L L L L L L L L L L I CQ 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 L L L L L L L L L L L L L' 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 L L L L L L L L L L `� � ; CQ -4 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 L L L L L L L L c 8�QR �+ 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 T L L L L L L L L L P r I ° Refer to developer from this responsibility. o `� Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. EXISTING STORM SEVER EX. 15" RCP L L L L L L • 4 � tw V5. Design features relating to field construction, regulations, and control or safety of traffic may be L ago I rn 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a subject to change as deemed necessary b VDOT. An additional expense incurred as a result of an field PROP. 15 RCP L L L L =; > representative of the developer must be available at all times. revision shall be the responsibility of the ydeveloper. Y P Y PROPOSED STORM SEWER -' L L L Z `r W x `n W � -h ■■■ it �• 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-.------�- g-^_____ L �@ Ru Control Devices (MUTCD). use permits for an work within VDOT right-of-way. G ai o 4 P Y g Y• L L L i s W PROPOSED SANITARY SEWER 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 o4 0 13 � � embankment. proved held by the engineercompanies and/or developer with the attendance of the contractor, various County agencies,rior to initiation of workEXISTING ELECTRIC SERVICE T to Q) 9. All pavement sections on the aplans are based on a minimum CBR value of 6. CBR values less utility pp. p t P P PROPOSED ELECTRIC SERVICE E SHEET INDEX 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 G 1. COVER SHEET 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 PHASE I & II AND NARRATIVE p o PP P P P P P g � p, , 3. E& S CONTROL DETAILS > 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 ®-- --® 4. SITE PLAN Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other _ 5. GRADING PLAN o W r. 0 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than properties affected b this project shall be maintained through construction. The Developer shall have, FLOW LINE 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. DETAILS Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices FENCELINE 7. LANDSCAPING PLAN 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 response ility to clean streets, allay dust, and to 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 0 14. Notification shall be given to the appropriate utility compan4 prior to construction of water and/or end of construction. CONTRACTOR AND INSPECTOR xoTEs: sanitary sewer lines. Information should also be obtained from he appropriate authority concerning permits, EXISTING WATERLINE W/ TEE I` ADDITION TO EXISTING BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, THE INTERNATIONAL BUILDING CODE SECTION 303, A-3 (ASSEMBLY) cut sheets, and connections at existing lines. Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum USE GROUP. OTHER CODE THAT APPLIES ARE ICCTANSI A 177-1-03 USABLE AND ACCESSIBLE BUILDINGS AND FACILITIES AND 2006 INTERNATIONAL EXISTING BUILDING CODE. z thirty-six (/36 inches cover and when possible shall be installed under roadway drainage facilities at PROPOSED WATERLINE W/ TEE W --H�i 0 Y- 1 ) P Y g ENTRANCE AND EXIT DOORS ARE REQUIRED TO MEET ANSI ACCESSIBILITY. MAX 1:12 SLOPE FOR RAMPS, MAX 1:20 FOR WALIQNG SERVICE, AND MAX 1:48 FOR LANDINGS AND O 15. All sanitarysewers and water mains and appurtenances shall be constructed in accordance with the conflict points. ACCESS AISLE IN PARKING AREA. Pe EXISTING FIRE HYDRANT current standards and specifications of the Frederick County Sanitation Authority. HANDICAP PARKING SHAH. BE PROVIDED PER SECTION 1106.6 (WHERE MULTIPLE ACCESSIBLE ENTRANCES ARE PROVIDED, PARKING SHALL BE DISPERSED). V12. Any unusual subsurface conditions (e. ., unsuitable soils, springs, sinkholes, voids, caves, etc.) EXISTING WATER VALVE 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 P-�---- W �-- b'1 SIGNAGE SHALL COMPLY WITH USBC 1106.8. w contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the SLABS WITH GREATER THAN 8" FILL OR 24' CLEAN SAND OR GRAVEL REQUIRE ENGINEER DESIGN. prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing engineer and approved by VDOT. PROPOSED WATER METER W -ON utility verification and the proposed construction. SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF IBC SHALL APPLY TO THIS TYPE OF STRUCTURE (SOILS, CONCRETE, STEEL, ETC.). 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 1°1� REGISTERED DESIGN PROFESSIONAL SEAL REQUIRED ON PLANS SUBMITTED FOR PERMITTING. result of his construction protect 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 FLAG POLES 60'+ REQUIRES PERMIT AND ENGINEER DESIGN. o private laboratories for testing, the samples shall be clear) identified and labeled as belonging to a STOP SIGN 18. When grading is proposed within easements of utilities, letters of permission from all involved companies p g p y g g ALL REQUIRED ELEMENTS OF EGRESS SHALL BE HANDICAPPED ACCESSIBLE, AND EXIT DOORS Wet MEET ANSI ACCESSIBILITY STANDARDS. must be provided to Frederick Count Public Works Department prior to issuance of radio and/or site project to be accepted by VDOT and that testing shall be performed in accordance with all applicable P Y P P grading / GOT standards and procedures. PARING INDICATOR ACCESSIBLE ROUTE IMPROVEMENTS SHALL COMPLY WITH THE IEBC 20% COST UNLESS FULL COMPLIANCE IS MET. development permits. INDICATES THE NUMBER OF TYPICAL PARING SPACES 12 ASBESTOS INSPECTION MAY BE REQUIRED PRIOR TO PERMIT ISSUANCE FOR MODIFICATION TO EIKISTING PORTIONS OF THE BUILDING. 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, sub;grade material, and backfill in utility/storm sewer trenches shall be (� BUILDING ADDITION SHALL COMPLY WITH IBC HEIGHT &AREA T603, T80fl/802 FOR RATING OF WALLS. project. The relocation shoal be done prior to construction. compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 � F+ 1 HANDICAP PARKING Method A within us o minus 2% of p r optimum moisture for the full width of any dedicated street PROPOSED BunING Is <12,000 sQ Fr, NO SPRINKLER I9 REQUIRED. � 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 Q 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 HANDICAP PARKING SHALL BE LOCATED ON THE SHORTEST ROUTE TO THE ENTRANCE. HC PARKING SHALL NOT EXCEED 2% ACROSS THE UNLOADING AREA AND MIN. 8 WITH engineer must be notified 'immediate) g y g P P P 100 8' STRIPPED VAN ACCESSIBLE SPACE REQUIRED.. REFER TO SIGNAGE USBC 2003. SLOPES EXCEEDING 5% FOR WALKWAYS SHALL BE DESIGNED AS RAMPS. g Y• 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 V15. VDOT Standard CD and UDt 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 CONSTRUCTIONeMARK Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the specified by VDOT. �'j approved plan. PROPOSED STREET NAME SIGN 22. Controlled fills shall be compacted to 95% of maximum density as determined b method "A" per standard V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet PROJECT INFORMATION P Y Y P VDOT minimum design standards and is the responsibility of the developer. proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered PROPOSED SANITARY LATERAL iCLEANOUT professional engineer and results submitted to Frederick County prior to pavement construction. If a PARCEL IDENTIFICATION NO. 75-A-37 ALL SIGNS SHALL CONFORM D, SM 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 SANITARY MANHOLE IDENTIFIER'. 12 STREET ADDRESS: 700 AYLOR ROAD TO SECTION 165-30 AND OF . No. 22837 be installed by the developer or, at VDOT s discretion, by VDOT on an account receivable basis following PROJECT SITE AREA: 11.58 THE FREDERICK COUNTY 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed the Manual On Uniform Traffic Control Devices. O� excavatingor blasting at least two 2 working days, but not more than ten 10 workingdays, prior to DISTURBED AREA: 2.09 AC SUBDIVISION AND ZONING L(,�1 commencment 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 IDENTIFIER O CURRENT ZONING: Bl P P g P P p P ORDINANCES `sSIO 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: CHURCH/DAY CARE IVAL condition. right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit EASEMENT LINE PROPOSED USE: CHURCH/DAY CARE ALL BUILDING HEIGHTS SHALL 24. All utilities to be located underground, and total prices may be obscured. CENTERLINE SETBACKS: REQUIRED PROVIDED CONFORM TO SECTION 165-83 V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical FRONT PRIMARY I-81 50' 64.5' (I-81) OF THE FREDERICK COUNTY 25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways. s reader. Density will be determined using the density control strip in accordance with Section 304 of EXISTING SPOT ELEVATION y735.4 FRONT SECONDARY AYLOR RD. 35' 70.5' (Rte 647) SUBDIVISION AND ZONING t e VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform X35� REAR - - ORDINANCES these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. PROPOSED SPOT ELEVATION SIDE - In addition to checkingg stone (depths, a VDOT representative shall be notified and given the opportunity MAXIMUM HEIGHT: 35' 35' OR LESS THAN to be present during the construction and testing of the density control strip. EXISTING TREE LINE V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section SUR VEY AND TOPOCRAPHIC INFORMATION LANDSCAPED AREA CALCULATIONS 315 and VTM-76. A certified com action technician shall perform these tests. Certified copies of test 75-A-37 = 11.58 AC PARKING CALCULATIONS p P LANDSCAPED AREA REQUIRED 35% = 4.05 AC OR 176,546 S.F. reports shall be submitted to VD T daily, unless Specified otherwise. A VDOT representative shall be LANDSCAPED AREA PROVIDED 45.5% = 8.90 AC OR 387,684 S.F. Existing Require Note: An lace within these plansstatingGreenwayEngineering, 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: (PLEASE SEE SHEET 7 FOR PERIMETER AND INTERIOR CALCULATIONS) FCSA CONSTRUCTION NOTES' GREENWAY ENGINEERING Dated: July 20, 2007 1 space per 3 seats V21. In accordance with Sectiom 302.03, the foundations for pipe culverts thirty-six (36) inches and 408 seats requires 136 spaces E- 1. shall be explored below the bottom of the excavation to determine the type and condition of the 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com 2. Aerial horizontal and vertical control surveys were 75 existing O foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for Y �-+ performed b GREENWAY ENGINEERING 2007 84 proposed 2. The water and sanitarysewer portion of these laps are valid for two ears from date of FCSA approval. approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bride Standard p y. R P P Y pp PB-1. Where soft, yielding, or (otherwise unsuitable foundation is encountered, the foundation design (Year) 159 TOTAL (INCLUDING 8 ADA SPACES) � � 75- A -37= 11.58 AC = 504,424.80 S.F. and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. TOT. EX. BUILDING AREA = 18,172.21 S.F ADA SPACES i PER 25= 151/25= 7 REQUIRED 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. 3. Aerial topographic ma in performed b mapping P Y: PROP. BUILDING = 11,648 sF ADA SPACES = e PROVIDED � V22. The foundations for all box culverts shall be investigated by means of exploratory borings advanced - Dated: - TOTAL BUILDING / LOT AREA = 0.036< 0.30 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. below proposed foundation elevation to determine the type and condition of the foundation. The EXISTING BUILDING USE S.F. E-' ,� � contractor shall submit copies of borehole togs and report findings of foundation exploration to the EX. ASSEMBLY AREA 12,126 sf (� Ems Z 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT EX. CLASSROOM AREA 3262 sf Road and Bridge Standard PB-1. Contrary to the Standard, where rock is encountered and cast -in -place EX. MISC AREA 1451 sf am upQ; 6. When an existing water (or forced sewer) main is tapped for the installation of a new line: box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise EX. MISC BUILDING 1333 sf O a) The Authority shall furnish all labor and material. unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall WE PUN A( PROW, @= 9 E-+ U b The, contractor must: be determined by the engineer and approved by VDOT. APPRO VAL PROPOSED BUILDING USE S.F, �' 1. make application and pay deposit V23. Approval of these plans shhall expire three (3) years from the date of the approval letter. ISM DATE I0� ACTIVITY IA 6s 616 f > 2. mark the tap location. TQ� _�% 3. coordinate installation with the engineering -assistant. V24. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as ' CMf°} CLASSROOMS 3483 sf O specified by VDOT. U W 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's /�-�% (� Inspector. V25. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in FREDERIC COUNTY ZONING ADMINISTRATOR DATETOTAL MAX. DAYCARE OCCUPANT CAPACITY 125 CHILDREN ® W accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given b VDOT in �Y 8. The Authority's maintenance division shall furnish and install all water meters through 2" in size. after grading is mostly complete. PP g Y g Y *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) a � It is the contractor's responsibility to have the meter box assembly installed correct) y YEARS FROM THE DATE OF PLANNING APPROVAL 5. P Y Y Y Before a permanent meter is installed: FIRE MARSHALS NOTE HOURS OR OPERATION FOR ABUNDANT LIFE CHURCH W a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. DAYCARE: 6:00am AM-6:00pm MONDAY-FRIDAY Gl , Fire lane markings and signage: CHURCH SERVICES: b) The frame and cover shall be set to final grade. � Any 'No Parking" signs and yellow painted curb locations will be installed SUNDAY MORNINGS- 10:30am c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. by field inspection at the direction of the Fire Marshal's Office. SUNDAY EVENINGS -6:30pm d) All components of the meter box assembly shall be in proper working order. WEDNESDAY EVENINGS-7:00pm 9. For water and sewer services that connect to existing lines: TRIP GENERA TION DA TA Project Name: Project Number: a) The location of the service lateral is to be coordinated with the Authority's engineering assistant. AB UNDANT LIFE CHURCH b) An Application for Service must be made and fees paid before work will begin. CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD 2013 c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the Magisterial District: Date of Plan: (Month, Day, Year) property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. NO ADDITIONAL TRIPS GENERATED WITH THIS PLAIT e) The Authority will install all sewer laterals. SHAWNEE MAGISTERIAL DISTRICT APRIL 28, 2009 10. Any water service line must have a backflow prevention assembly (detector double check valve or RPZ, n Zip Code & Telephone No. DATE:APRIL 28, 2009 as required). The assembly must meet ASSE standard No. 1015 or 1013. * TA EN FROM ITE TRIP GENERATIO Address, Including 7TH EDITION Owner: 700 0Z ROAD P 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required). UTILITY CONTACTS ABUNDANT LIFE CHURCH STEPHENS CITY, VIRGINIA �T The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also Water/ Frederick County Sanitation Authority Phone: Verizon 540-869-7442 SCALE: NA have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Sewer: Developer: Address, Including ZipCode & Telephone No. Radio read remotes are required. P.O. Box 1877 P.O. Box 17398 P SAME AS AOVE P Winchester, VA. 22604 Baltimore, MD 21297 SAME AS ABOVE DESIGNED BY: JNT 12. FCSA to review the mechanical plans) for design and material approval of: 1) the domestic water meter (540) 868-1061 (301) 954-6282 and its backflow prevention device, and/or 2) the fire service line's backflow prevention device. Power: Allegheny Power Gas: Shenandoah Gas Co. FILE NO. 2013 P.O. Box 1458 P.O. Box 2400 Engineer Certifying Plan: Address, Including Zip Code & Telephone No. HANDICAPPED PARKINC NOTE Hagerstown, MD 21741 Winchester, VA 22604 151 WINDY HILL LANE SHEET 1 OF 7 Handicapped parking spaces and aisles shall slope 1-800-654-3317 (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 # 0 0 - 4 2 Erosion & Sediment Control Narrative PROJECT DESCRIPTION THE ABUNDANT LIFE CHURCH SITE IS LOCATED ON THE WEST SIDE OF AYLOR ROAD 7 IN FREDERICK COUNTY VIRGINIA AND IS WITHIN THE OPEQUON MAGISTERIAL DISTRICT. THIS PROPERTY IS IDENTIFIED IN THE FREDERICK COUNTY TAX MAPS AS PROPERTY IDENTIFICATION NUMBERS 74-A-37 AND CURRENTLY ZONED NEIGHBORHOOD BUSINESS (BI). THE LAND DISTURBANCE PROPOSED WITHIN THIS PLAN IS STRICTLY FOR THE CONSTRUCTION OF A PARKING LOT AND BUILDING ADDITION. F.XISITNG SITE CONDITIONS THE TERRAIN OF THIS PROPERTY IS GENTLY SLOPING. WITHIN THE SITE AREA THE DRAINAGE WHICH FLOWS EAST TO A CULVERT WHICH DIRECTS ALL DRAINAGE OFFSITE. THE MAJORITY OF THE PROPERTY IS OPEN GRASSED AREA. ADJACENT PROPERTY THE SUBJECT IS BORDERED ON THE ENTIRE WEST SIDE BY INTERSTATE 81 , TO THE NORTH, SOUTH, EAST BY EXISTING RESIDENTIAL. SOILS: REFER TO USGS SOIL SURVEY OF FREDERICK COUNTY 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 MEASURES PHASE I 1. INSTALL CONSTRUCTION ENTRANCE. 2. INSTALL CULVET INLET AND OUTLET PROTECTION AS SHOWN 3. INSTALL ROCK CHECK DAMS 4. INSTALL SILT FENCE 5. BEGIN CLEARING AND GRUBBING THE SITE 6. REMOVE EXISTING CULVERTS ONCE THE SEDIMENT CONTROL MEASURES ARE INSPECTED FOR CONFORMANCE AND APPROVED BY THE FREDERICK COUNTY PUBLIC WORKS DEPARTMENT THE ADDTIONAL CLEARING & GRUBBING OF SITE WITH LIMITS SHOWN. IF NECESSARY INSPECTOR MAY REQUIRE ADDITIONAL EROSION & SEDIMENT CONTROL MEASURES. "PRIOR TO FILLING THE SEDIMENT BASIN STRUCTURES 1-10B ARE TO BE INSTALLED AND STABILIZED TO BYPASS OFSITE CLEAN WATER WHICH WILL REDUCE THE ONSITE DRAINAGE TO THE N D BY THE INSPECTOR FILLING OF THE BASIN AREA C COMMENCE. PHASE II: CONTROLLED FILL SHALL BE PLACED AS DIRECTED BY CERTIFIED GEOTECHNICAL ENGINEER. 1. CULVERT INLET PROTECTION (3.08) AND OUTLET PROTECTION (3.16) TO REMAIN AS SHOWN UNTIL SITE IS STABILIZED. 2. PROVIDE STABILIZATION IMMEDIATELY ONCE GRADING IS COMPLETED. 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 SD{ (6) MONTHS. TOPSOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER WITHIN SEN SE FIVE (5) DAYS AFTER 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 ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED. ER051ON/5ED IMENT CONTROL LEGEND NO. KEY SYMBOL DESGRiPTION 3.02 CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3.05- SUPER SILT FENCE 3.01 IP STORM DRAIN INLET PROTECTION 3.08 CIP � CULVERT INLET PROTECTION 3.09 DD D TEMPORARY DIVERSION DIKE 3.10 FD FD TEMPORARY FILL DIVERSION 3.11 TEMPORARY RIGHT OF WAY DIVERSION 3.12 DV DIVERSION 3.13 TEMPORARY SEDIMENT TRAP 3.18 OP OUTLET PROTECTION 320 CD --' --' ROCK CHECK DAMS 333 SO SO SODDING 338 TP 0-0-0 TREE PROTECTION LIMITS OF CLEARING 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 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. DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH TIME THE CHECK DAMS SHALL BE REMOVED. 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. TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE. GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED IMMEDIATELY. 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 SEDIMENT BASIN, SEDIMENT TRAPS, DIVERSION DIKES, CONSTRUCTION ENTRANCE, SILT FENCING AND CHECK DAMS). 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 THE TEMPORARY SEDIMENT BASIN RISER AND REPLACING WITH THE PERMANENT 36" ADS N-12 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 TOT LITTLE OR NO CONSTRUCTION TRAFFIC. 2. ALL HAUL ROAD AND OTHER HEAVY TRAFFIC ROUTES SHALL BE SPRINKLED WITH WATER UNTIL THE SURFACE IS WET, AND REPEATED AS NEEDED TO CONTROL DUST. RE5PON516LE LAND D15TURBEIR NAME: CERTIFICATION ". DATE: THE RESPONSIBLE LAND D15rtUR5ER. 15 THE PARTY RESPONSIBLE FOR: GARRYIN6 OUT THE LAND D15iURBINCs ACTIVITY AS 5E7 FORTH IN THE PLANS., Stormwater Ana lusts Refer to site plan �046-98 for Analysis, Narrative and Calculations. The proposed improvements with this plan increase the irunoff an acidtional 5 cfs during a l,ayr storm event. The V46-95 Analysis indicates that the original developemnt and storm structures where designed for larger storm flows and therefore the increase in runoff from the proposed improvememts have been accounted for. I / \ �r ` 1I Ik k � � / ( \� \\ 1 1 '�',,,_, �- -� ...� ..._..._.. �`' -ram.------_"•"�-- '" =^' % 1 ( ' .,�'•� \ u,ad�. ''" ���_�✓" � \ �`.�`.`t\ 7 -\ /' _... 111 � V.,}!, \I � I 1 , !r.^ �„`' «• - �/�' rr" , \ L_._.. � l C rrr ram•` \ � 1 1`I I 1 t EXISTING GRAVEL/ 1 L!y +fll r / / I 1 i rr /-s_ PARF�NG LOT ! \ 1 a"Jm...•" / / I ( ! ! ICI 1�rLIl{� IL _-' -------------------- a Z W W z z W O LO 0CQ W CO -It a '� tCD C\I O V ' 0 to Z�> tko V4 � W x >,� 'n �co W Q) , 0 A . LO cio U *. V \_,• ,,O Ilatlrrnf"`,! / r I r N ilk < nj ItOF a r- may. ryts .. a,.w.: yy or to IMYf01 +• •••• ! Y I W A a} D, r4 0 W V) EROSION & SEDIMENT CONTROL PHASE 1 T 100 O 100 200mmli 0 5GALE: I" = 100' MARK D., SMITH 9 ONAL lily\q > � / f it -__ - I..I i \ �e � © , , / / i � I `\ ' � -.f }� Hw�yy ,w Y7 \W1\' �T5 nl Z 1!f Il!111 II I W 0 C� i I! ! 1f11i 1 I I I ! � - ` - E-+ 1 hi I' T' r 4 e a CQII.I pgrti a \ tttttll■ ��' � f ,Ir1l 91111 j S I I ! / �' " �� r' 111� C •.. \ \\ 11 Lail 1 !1 Ic U) �' / \ L Y \ I a�ww•«ow ;, r { ^r'T�° LS'dp .� •/ �•' �� l r'# } -''' /-'' �" ---� ----•• � �- �. �\�• _ \ �i \ \ ti ! I;I /I I I i I � 1 i A' '``+ „'`� M-`� � I� I=I ii �{3 .,1 r - ' I-.c _ t � •�4ts- - _. r mot- \ , \ 1 � \ 1 /rl//� '�� �♦ `..�j n \i`1 1 `� �'r I q / / Il ) 1 IlfI It'll I r I r I-_Z z-, Q ! �;1 � I I'y ~ ` i -_ ��'I i }\ 1 �I ! I I �.! ' 1111 Ildl. I I� ~~\\1 !/ �~\ a Q Q O N _._ � _._" JIB-_ 1► i �I, 'Ii Z,' 1\ \ - ' ' i [ it� '' ^" J . I t • i all /.4""•_ -Q _.- - "fI .:9....,.--.A.'_� 2.^'%r.^9' } ,, E w� [�*_�, - ^�� C I r�wni�r-lJ \ 1\ 1 T ;. 71 r 0 ! !v{ / f Ste".-? �- .- \�aiM •way.: `.: IX,•-- - / ..e 'i._ " ��/�--'� \ �`• z`- \ ! `j' r 1 uw°ni _�y !' \\ �` � � Lr.> / j' � aarw •wa. \ � �y., �.,✓ \ f;.11 , ( 1 �l..rt• \ \ 9^ }� CS �j-.: I 1 �- i �_-•---•" �!••+ ,�\ i - A44'4+f riffs'-BJ- 1 - _ -- _ 'I'll 1 /I /!, � - �r�'---------' �\ �` 5 �. 3 / ..._.�j^.i�> 1I 1 ..� _-.•_._--. \` _ ...� � _ �� _ - ..s- �.: --_-� AT ,T�G�.��-..� � S� Yj- - ,J__ 14 �1 ,,.g3� ;__._�--rf-�-) �'_ I, fir/ /I�-/ - i / -1-- ij 3i;--•t�Jb,S� �y ...,.1 �-..;�ay. � __.-e I �' __ oy`i "� _._- r � l '� ;,�r: a,�" `° v,..� f=--N17zt - - -='.•-�- - - - \ - 1 ST."�?I" DATE:APRIL 28, 2009 Vp ---- I r' �- I ` SCALE: AS SHOWN EROSION & SEDIMENT CONTROL PHASE 11 DESIGNED BY: JNT FILE NO. 2013 100 0 100 200 SHEET 2 OF 7 DWG# 08-42- MINIMUM CONSTRUCTION STANDARDS NARRATIVE AN ER05ION AND SEDIMENT CONTROL PROGRAM ADOPTED WITH TH15 PLAN MUST BE CONSISTENT WITH THE V5ECH FOR 4VAC50-30-40 MINIMUM STANDARDS: I. 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 5TA51LIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE CONTRACTOR 15 RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL 5TOCKPILE5 ON 51TE AS WELL AS BORROW AREAS AND 501L 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 15 ACHIEVED THAT, 15 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 GUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LE55 THAN THREE ACRES. B. SURFACE RUNOFF FROM DISTURBED AREAS THAT 15 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 yTRJ;:T(jR,, L INTEGR TY OF THE BASIN DURING A TWENTY-FIVE YEAR STOR"i C"' 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOT A t3ARE EARTH CONDITION OF TH05E CONDITIONS EXPECTED TO EX151 WHILE THE SEDIMENT BASIN IS UTILIZED. 1. CUT AND FILL 5LOPE5 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 NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. 9. WHENEVER WATER 5EEP5 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 BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. 12. WHEN WORK IN A LIVE WATERCOURSE 15 PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE 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 NONERODIBLE 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-51TE 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 IS 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 D16PO51TION 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 I9. 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, 5TREAM5 AND OTHER WATERS OF THE STATE. STONE CONSTRUCTION ENTRANCE 70' MIN. A FXFV? CLOrH1 6' MIN. I A SIDE ELEVATION 70' MIN. 12' MIN. 10' MAV. �-wor if I I - -POWW MWMWE COURSE AGGREGATE B TO SEDIMENT TRAPPING OENCE • MUST EXMVO FULL 1170714 OF INGRESS AND EGRESS PLAN VIEW OPDUTFON 5)LU I IUN A -A SECTION B-B ExlmNc - PAVEA/OVr MOUNTABLE 8 M (OPTIONAL j SOURCE. ADAPTED from 198J Morylond Standards for Sal erosion and Sediment Control, and Va. DSWC Plate J.02-1 SILT FENCE CULVERT INLET PROTECTION DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW OPTIONAL STONE COMBINATION I .o' t s' h� FLOW ^ - zs' •VDOT /3, #357. 1115, #56 OR #57 COARSE AGGREGATE TO REPLACE SILT FENCE IN ' HORSESHOE • WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from VDOT Standard Sheefs and Va. DSWC I RIPRAP PLATE. 3.08-1 TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" Rate Planting Dates Species (lbs./acre) Sept. 1 - Feb. 15 50/50 Mix of Annual Ryegrass (Lolium multi-florum) & 50 - 100 Cereal (Winter) Rye (Seca) cereale) Feb. 16 - Apr. 30 Anual Ryegrass 60 - 100 (Loliium multi-florum) May 1 - Aug. 31 German Millet 50 (Setaria italica) Seeding Seed shall be evenly applied with a broadcast seeder, drill, cultipacker seeder or hydroseeder. Small grains shall be planted no more thian one inch deep. Grasses and legumes shall be planted with no less than 1/4" soil cover. PIPE OUTLET CONDITIONS A 4 'IPE OUTLET TO FLAT ,REA WITH NO DEFINED :HANNEL L a 0 7. d SECTION IA -A FILTM CLM KEY IN e'-9•; RECOMMENDED FOR ENTIRE PERIMETER 3do (MIN.) 'IPE OUTLET TO WELL )EFINED CHANNEL L a ox d SECTION A -A FALTER CLOTH MY IN 9•-9'; RECOMMENDED FOR ENTIRE PERaMTER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d - 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 8 INCHES. Source: Va. DSWC Plate 3.18-1 R 0 CK CHECK DAM CLASS 1 RIPRAP PLATE 3.20-1 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. W Kentucky 31 or Turf -Type Tall Fescue 90-100% W Improved Perennial Ryegrass * 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. C\2 LU o General Slope (3:1 or less) C �Illlw N I~ I Kentucky 31 Fescue 128 lbs. a) a N Co o - Red Top Grass 2 lbs. q CD C\1 - Seasonal Nurse Crop** 20 lbs. o CO 0 q 150 lbs y Low -Maintenance Slope (Steeper than 3: 1) x C\l - Kentucky 31 Fescue 108 lbs. 04 of a) - Red Top Grass 2 lbs. W 0 �t - Seasonal Nurse Crop** 20 lbs. $a, M - Crownvetch *** 20 lbs. Q 150 lbs E- * Perennial Ryegrass will germinate faster and at lower soil temperatures than fescue, thereby providing cover and erosion r, resistance for seedbed. �' � 0 0 ** Use seasonal nurse crop in accordance with seeding dates as q ai stated below: w March, April through May 15th Annual Rye May 16th through August 15th Foxtail Millet August 16th through Sept.,Oct. Annual Rye November through February Winter Rye *** If Flotpea is used, increase to 30 lbs./acre. All legume seed must be properly inoculated. Weeping Lovegross may also be included in any slope or low-maintance mixtures during warmer seeding periods; add 10-20 lbs/acre in mixes. z GRAVEL AND WIRE MESH ° DROP INLET SEDIMENT FILTER w i FOR ' F • • THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE ,STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. ' GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE, SOURCE: VA. DSWC PLATE. 3.07-2 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. t Jill G� FLOW III 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL FLew�C_ EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SSA: Apted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PIATE. 3.05-1Iyu V E-+ Q � Z I� O U) W 0 z � o � o a IL ~ �a=� O Q Z W � M W O O �a W DATE: APRIL 28, 2009 SCALE: NA DESIGNED BY: JNT FILE NO. 2013 SHEET 3 OF 7 DWG# 08-42 SLOPE STABILITY ANALYSIS NOTE / DUE TO SOIL TYPE CONDITIONS IN FREDERICK i I \ \ `� ,� COUNTY VIRGINIA, IN GENERAL, ALL FILL AND CUT 1, I A SLOPE STEEPER THAN 31 SHALL REQUIRE SLOPE �� P►� �I�l I \ \ \ STABILITY ANALYSIS. 1 f do�, I I ,,_ W CERTIFIED GEOTECHNICAL ENGINEER SHALL v P� �` I �� / QP \ \ ( I I ,I Lu PERFORM SITE INVESTIGATION TO DETERMINE THE "� ACTUAL AREA THAT REQUIRES SLOPE STABILITY ANALYSIS. / I /, / ` % , �P& \ \ \ 1 I I SLOPE STABILITY ANALYSIS SHALL BE PERFORME r / I \ \ \ `c (_ ✓ q BY CERTIFIED GEOTECHICAL ENGINEER AND SHALL / r / `' \ ' �' \ \ I z _ BE SUBMITTED TO FREDERICK COUNTY PUBLIC / r ,. (� , ` // \' l \ \ \ \ I �n / I _ - W CO jfqA WORKS PRIOR TO ISSUANCE OF THE LAND `' ' j DISTURBANCE PERMIT FOR AREA AFFECTED BY � '� / / \ - - - ^I '\ \ \ \ I 1 1 I \ /' °' `� ION. ��/ / '' / i �' I / I \ \ \ I I s~ w � THIS CONDITION. r/ 1/ 1 \ 1 \ I l °p 1 rn toC FREDERICK COUNTY INEPCTIONS NOTE/ / _,/ \\ O PARKING AND ACCESSIBLE ROUTE INTO BUILDING MAX 1-12 SLOPE FOR RAMPS, -MAX 1-20 FOR - _ _ - --' / !� �/' , �' I 1- \ \ �`- �' / _ ` \ 1 I ` I I � p Z 1 , _ iii � 4 WALKING SERVICE, AND -MAX 1-48 FOR LANDINGS -�'' / I / G `� I \I , , \\ t - \ \ 1 I 1 I - a AND ACCESS AISLE IN PARKING AREA. / / / / / �� ,m l \ \ 1 \ \ ( ` 1 LO Hw 69 I r I 1 TM 15-A-31� \ \ \ ' CURB /' / 1 1 1 I 1 I I w v) Abundant Life Church / I \ / 68� TRANS. bs / I ( I I I • CG-2 ate, IN$T �3(1f019883 4 03(d02m �ROP. / Zoned : Bl / STM RISER , Use: CHURC (SEE DETAIL SWEET 9) �\ �, , $� �;z 68 l" c� ►i / a, bs �,, ti I m I I I I I _ _ \ ` � �3 � � �\a��' -,.'= . \ / _ - Ec,�� • � i' � � .- r r / , • . � �,t \ �,!';• � j, / / I I t �, ...^. .-• / 11 I } �-� / �'� \ /� � � -'�`� � �' . --' \-'` _� � \ �``-\}.���o`•� \ A r I I z (I -' -� y� z / \ I -' l' \ I �g�- -'' ^ �� `� TAP BY GSA - 6sR'� �� ` \ m \ I 1 I I I I I I t I 1 I ( /' O / > ,�'` — Jf z I I I I I � � 1 I \ .,- �� . _...- -- ,r- �, ..- _--- \ } REMIO I •DUHPSTER . . . . . g5 PIPE'S '� N 0. / .JAI tNCL l� NGY AGGE� _.`, \l ) \ tp 2 11 3 I j �I 1 5 PAD L Et1ERGE �.< \ \, - ��bb� \ \m \ / I 1 I I I 1 I / / w RELOCATE DUMI'STER EG e� 68 ` r r f - joy ,,�,�/ / I I / \ ENCLOSURE M / , .- . 'Ex / \ \ i / !/ a !,-/ r I '-�/ i I' \ , (o '- -' \ `:; �'� \ 6 \ �o \ \, `° I I m x \ PROPOSED NEW GRAVEL AR�AS FOR TURN AROUND I'xl' YA INLET I 1 // I °� �► )x.u1 !- ; -�' t Q \ 2m Ex. TOT LOT 1 sr \ EX. TOT LOT MULL �\ l IREA �/EX. TOT LOT4� I ' 1 I 1 1II�ALKWAY�CTIVITY BUILDING A DITION E � � I °� I I i I � ICI ( I `I"' ! ! tow ENTRY \ \ \ EX. MISC AREA \ \ TH OF E><. MISG. BLDG. I 1 I --'" I'`- i �= 1 �� / ENTRY WAY FROM EXIBITNG BUILDING I� yi_ . �__ 1 I ' I I �9s 1 I I z I !! I� \ r 1 1 / �.--�—. -q 1 j 1 I I J I I I I I I ! 1(m I 1 1 _ -� DRAT — - `� - - — _ _ -1 EX. CLASSROOM AREA FF=169.06 EX. ASSEMBLY AREA I\ I I I / �o / t I \Ir J 1 1 I, MARK D., TH 9 \ w , �--- I ��� jr \ �__-- EX. BLDG. ,�, ! I ( �� / I �, / / Imo\ b Lic. No. 22837 (� yc 1 �/ ( I t9 `'�1 `�JO (/ r (�j INF LT i \ r I I ADJUST TO ` I 61 / I '�Z U U l x fi,G \ ,.. / 1 TO MATCH _.: / W �i / I _ _ .... / \ �- s_ ,.. 1 Pv1� ( 40. C E� � I iJ / \ toNAL S� dRAGE/KIT HEN TRANSI 1 i , c I ► REM SNJ 8.13ri < _ �w TIE-IN RD's jr- REMOVE EX. a" IRV N:158 i 6e� I „ . I rrtU Lk a. °I " �_ 1 EX. PAVILION /,._ . , �_>sl... A I V - 8-1 65 / � _ r I P LION / 4 / ��._ --- - / V a_ i ; 35 66� 66 - - l x (��� I 1 I NY IN-151109 66 EX 6 CONTRACTOR TO / ��� �'--, lf' s���'�'---`, ._ ^ __ _-(:3I 5'I-'i �- �` f=T6TP3'�-g- -I- _ _�g_ - PLAdE Wf - 66 NV IN 16 _ - ' 8 INV ..�lT:156.41 65Q, I I MATCH ELEV. _x, `- `- lUV A -- :� -- --= _- `SOLIID,tOP n r � \ FP ASSMY.w/ ( TAP .B1=ECSA ��,�►__ — — %TEX. SlW /I CONC. PAD OL ARDS .. 1 -. - �_ _ C�TRAGTO� O�IJT- `�;I_ �_-t `MA�c,13�F�E''"- SIIDEU1Al�l4 -- n lUV ''� _ _ •1 \\ _Z. I-JT 4R'I ' 21 _ i L_ I`� —ENTREE-' , ,� ,. , , SGUPP'ER� _ - _ _ ] �\ - "- -`II-, - - - - - - - - - _ \ j / — -- TZ7-B12-RELzOCAT l � I. > f , _ f2Et'Ic�V �� SCUPPER \ \ E-� /� / / 5O�CTIVE BIER •I\ t \ U I / ( PROPOSED GV�L1 r ,/ Ex. FN �/_ ii H ►--� EX. SMN 1 h/ EMERSENCY ACCESS ` PIPE \ \ V7 / TOP '168.``)3 �� , EX. ACGESSIBLE ROUT _ _ 1`t r J RAISE vALvE SLOPE 1 ~ \\ 0 8 INv OU [ :159.62 / v _ - E, +TO MATCH FVMT GROSS \ - DRAIN \ \ 1} % 0 Q .. E. �P ' 64 '�i I.81 ' 1 \ _ — -- -� iii C7 '- 150' INACTIVE BUFFER N IL STRIPED ARE �� r / _ _ -- _ _ _ - _ - �`-- obi HC SIGN (TYP.J -'SC PPER ( 1 _ - _ \' �' 1 _ - _ _ - ` _ - - s � Z W / I - o a z I , I _ ,_-�_ -- , _ ----_ — IN I _ 0•- SIGN EX. 24 RCP(2) ;Y. T�1'- 63.I2� EX. 1 I / I I �2 S3� INv=1 9/9_--- 7. 35, BRLDI J- ` , s,1='-� -''-' � = '` s= - -_ ► f - — 1-- / 151, RCP INv=160.01 INv- \� --=--142_12O-9-------- - - - - - - - - \ �,`_ _ - _ _i �oR _ // _-- - , — — — — — o u \ ``� --' x�i�T g_ �0 ��. �� �.:: . �`_`.. --==' Ex. DI — — — AY _ R01 g47--- 1� \ 5 4•04,i, 33 UJ - _ _ -- „ ,. �-:. = _ - _ _ _ — -- SOP= %5.09 STATE R� RMW� 1 : _._ • _ - _ INv 16 1 ___ --- l 05 lV AR pBl. �v FH 3,165A2 PT r ' UJva / DATE:APRIL 28, 2009 INv \ _ --4ib�6ttT 7 _ _-- - - -- - — SCALE: 1"=30' r 12,892.12 PC EX. DI ---------------- / \ � EX.STR INVOUT=162�1 TOP=16300 TM/1512 INv IN:159.61 I TM 15-A-38N\a1TM 145-3-1-1 BC 4 BW ENTERPRISES LLC �?d . Ronald and Robin Strousnider TM 14B-3-1-5 \ / __-Ronald Hoover riggo)o� r�r�_.�iQrn _ _.._ ---- __.. __---.--- _- __ -___-_ V_ - ___.___ —�___ I 30 15 O 30 60 SGALE: 1" = 30' a TM 15E-1-3-1 DESIGNED BY: JNT FILE NO. 2013 SHEET 5 OF 7 DWG# 08-42 MODIFIED STORM RISER STRUCTURE DETAILS MIN. 6" OVERHR.NG 24" 6 GRADE SEE DETAIL '8' EX 24' RCP 3 MAX 1� 8" MIN. 3' MIN. FOR BUOYANCY FILLED WITH CONRETE FOR BUOYANCY IN PLACE, 4000 PSI IF PRECAST. FOR COMPLETE INFORMATION SEE VDOT ROAD AND BRIDGE STANDARDS VOLUME ONE, LATEST EDITION 18" DIA. ORIFICE TOP VIEW MODIFIED STIR. 5'-4" PRINCIPAL RISER & EW-1 N.T.S. IOOYR WS ELEV. 767.31 - IOYR WS ELEV.766.89 18" DIA ORIFICE WITH j 5 EPDXY REBARS AT 8. O.C. 765.25 EXISTING GRADE SECTION - MODIFIED PRINCIPAL RISER N.T.S. /4- GALV. ANGLE IRON X 1 1/2" X 1/4• GALV. ANGLE IRON 3• LONGx 1/2-DIA- 3" RADI GALV. BOLTS W/ CONC. ANCHORS 0 2'-0. O.C. WELD REBAR TO GALV. ANGLE IRON B TRASH RACK ATTACHMENT DETAILS N.T.S. PROVIDE 3 BUTT HINGES AT WIDE X 1/4" THICK I -LONG X 1/4" DIA- GALV. BOLTS PER HINGE /5 E OXXYE COATED REBAR 2- 2"X2•X 1/4• GALV. ANGLE IRONS WELD REBAR TO ANGLE IRON do EACH OTHER 0_ HINGE ATTACHMENT DETAILS N.T.S. finished grade i dla. schedule 40 steel pipe filled with concrete and palntsd yellow finished grade 18' dla. concrete encasement — as required 2' min. - W max. stone to be minimum of 6' above top of base stone Joint T 2' i!t BOLLARD DETAIL pad 1'4r dia. x 8' deep ,V' _-�4'stons screw type acqustable valve box locator marker mechanical Joint swivel tee with fi branch NOTES: 1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB dt GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB do GUTTER. 4. FOR USE WITH STABIUZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHAI i BE CONSTRUCTED PARELLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. The bottom of the curb and gutter may be constructed parallel to the slope of subbose courses provided a minimum depth of 7- is maintained. (FIRE HYDRANT ASSEMBLY I COMBINATION 6" REVERSE CURB & GUTTER -10- SEP 05 WIRE. MESH REINFORCING VDD.T. all ROAD AND BRIDGE STANDARDS SECTION 30104 6 CLASS A-3 CONCRETE 6" BASE 21-A COMPACTED SUBGRADE (COMPACTED TO 55% DENSITY AT OPT"JM MOISTURE CONTENT, VDOT BTM-I METHOD) TRASH DUMF51ER PAD (NOT TO SCALE) 4" REINFORCED CONCRETE 3000 PSI 4" SUBBASE (21-A STONE) I I I, I I I II I I -III -III —I I I —I I I- \ COMPACTED SUBGRADE (90% DENSITY) CONCRETE 51DEW4LG DETAIL (NOT TO SCALE) L IGHT DUTY ONSITE TYi=ICAL FAVEMENT SECTION NOT TO SCALE PAVEMENT DESIGN BASED ON A SUBGRADE CE3R DESIGN VALUE OF 10. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETEIRi" IINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. f °' l TSECT 16° L A 0 :° M. 53" II 9" u SECTION A -A WHEEL STOP DETAIL NOT TO SCALE I6" 2-24" "6 REBARS FOR W14EEL STOP NOTES: 1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAJD FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHAII BE CONSTRUCTED PARELLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 4" I 2'R 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE ° EXCEEDED STANDARD CG-7 IS REQUIRED. ♦ ♦p.. I> e ° The bottom of the curb and gutter may be constructed 2,-0• parallel to the slope of subbase courses provided a minimum depth of 7• is maintained. This area may be coxrete SPECIFICATION COMBINATION 6" CURB & GUTTER REFERENCE 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION _ Dt- rX4'X4'-8" SLATS, 2-FNIS14 NAIL AT TOP AND BOTTOM 2'X4'X4' BEAMS, TOE NAIL TO I 4" X4'X8' PAVEMENT 4' CURB CUT •4 4 TYFE 15CUPPER DETAIL NOT TO SCALE 125- 4 -m' NIUKIA NOTES: I. PRESERVATIVE STAIN ON ALL WOOD. ;j L. COLOR TO MATCH THAT OF BLDG. 2. FINISHED SIDE OF FENCE SHALL FACE m ADJOINING PROPERTY, IF APPLICABLE. COMPACTED GRAVEL WOOD FENCE DETAIL FOR BOTH DUMP5TEfR ENCL05URE NOT TO SCALE Ln w Q Z W W Z Z W 0 o :0M co � 00 ;~ a •4 U 1 CVO° 0 Z ~' I� �Cq W x �Q) tt7 C\2 q,� ,~ U Illy ccU 0�� t` v) ^ L, it w (U y+ r4 ey W U1 0 ,TH OF MA K Dr SMITH 9 Lic. NO. 22837 SIGNAL Z E- Z � Ck Q � W c� E- V■ Z O W Q J 9 E a �­l 0 ­� `-' aZZQ W Q o O Z I-Z-I 0° W a O a DATRAPRIL 28, 2009 SCALE: NTS DESIGNED BY: JNT FILE NO. 2013 SHEET 6 OF 7 DWG# 08-42 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 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. f_J) is Wk 101" 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. WAX"" 71ev all 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. 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, I" 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 coverng 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 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 bugs removed during the planting operation. No additional slashing of the rootball is necessary. UN OR TIE HOSE . WITH TIE STAKES ) TO FIRM SOIL STAKES ) TO FIRM SOIL TAKES PARALLEL S AND BUILDINGS .I DIG HOLE 2X-3X ROOT BALL WIDTH 'I TREE PLANTING — VERTICAL STAKES 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 REMOVE CONTAINER AND CUT CIRCLING ROOTS IF CONTAINER -GROWN OR AS MUCH BURLAP AS POSSIBLE IT IT roo On On 00 TN 15-P On \ } \ `, / / - ' / / MST• 9 GfPJi3i'83 t o3CO2 3 y OP. ` � Zcrosd :III �STM RISER / � /�—�� Use: cwzc IEEE DETAIL -MEET S) . � _ / � ���, ►_ \ �yE �. ?,-`(�� ; ✓ It �Fa t en E1dGLWIF0`DLSTER PAD / . % I ( , E6 Ex GRA`/E� !'�— '� \ \\Z EXJTOT LOT ETOT LOT �/ w;. EX TOT LOT X I I I I DITIGt{ MISC EX r l . E:LCNs. � I . , �d� �- I } ll I _�\i �� ,ice FF.169.06 m / I �I'' 2 On I I EY. PAVILION 'd� �^ _ 6°!t�}�.GllIa1�1... � {'✓ �1fi1P�i� — / I I , // I Ci — a / �iU.IFiYM•151b9 5,,._ Z� w {v�IiL�16311 \ x'' ^a E' __S a _ .�d 8" NY J C w NV UT-15r A) 1` FH A8 lYmr SU, EX � 1 CONC. PAD t LLAT�$ — -� - G -i3• a- I - - - - -r�- 7/'1rry j / r �- r — \ \ -.-- +icJ "� t �JT ., -21-� _ _ L` EX FH � \ ' / GE$ / ( E)4 _ 7C IC 6 WA 1E LP 6 l 't. Lai t goo EX.24 RCF(2)�- ,2 ,� -tom---- \ — — — — — — — — — — 35_er,; — — — _ / � �,- _!T �� ( 1 T{?. -T., EX. DI �•� f1'j __ - � �. —1 � I— � / / "` �" `� n �.�� 1"f i- �- t._ -1 I •• 15" TAP _ � � 1 � -� 'l � f --- % (�Xy3r�rrp-T 5 �' � .-t�_...�--- J- "- ._,_� i�,•'� y Nv.160F91 � �. Xr 5 40' 3,'33" lU _��T E LEAVE SOLID SOIL PEDESTAL - DO NOT 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 �"— AWAY FROM TRUNK SOIL WELL TO CONTAIN WATER UNAMENDED BACKFILL SOIL WATER TO SETTLE SOIL AREA FOR WATER DRAINAGE THIS SHEET FOR LANSCAPING ONLY • 25 • 50 10# • ABB BOTANIC NAME COMMON NAME QUANTITY SIZE Bn Betula nigra River Birch 15 2" cal 545 Fa Fagus atropuniciea Cooper Beech 15 2" cal 545 INTERIOR PARKING LOT LANDSCAPING (1(5-2-I(EXIIXb): I TREE PER 10 SPACES 84 TOTAL SPACES PROPOSED/ 10-- g THE E S REQUIRED PERIMETER LANDSCAPING (1(o5-21-(EXi1Xa): 41,4315.F. IMPERVIOUS AREA or 0.95 acres) I TREE PER 2000 SF IMPERVIOUS AREA 41,431/ 2000 : 21 TREES REQUIRED TOTAL = 30 TREES PROVIDED -ALL PLANTS SHALL CONFORM WITH 165-44F.1 OF THE FREDERICK COUNTY ZONING ORDINANCE AND ALL PLANT SUBSTITUTIONS 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 RESERVES THE RIGHT TO RELOCATE TREES TO MAKE THE SITE ASCETICALLY PLEASING WITH APPROVAL FROM FREDERICK COUNTY a Z tttt� W W z tt� Z W o � � c0 CQ CO I a �. CV ' OC) wC\J Z y W x >1 to( W Uto A. to on �:r ELF r; ;4 a w� w TIP �d VV� MARK Da SMITH � Lic. No. 22837 `sjONAL E-, ..�Z O � E-' Z = Q Q va1� E W Z a Y. Z w o C-) J CC U Z Z Cd Fi—I W aZOQ J Z w m 0 a DATRAPRIL 28, 2009 SCALE: 1"= 50" DESIGNED BY: JNT FILE NO. 2013 TREES <4" CAL. SCALE: NOT TO SCALE *ALL PLANTS SHALL CONFORM WITH 1(o5-368 OF THE FREDERICK COUNTY ZONING ORDINANCE AND ALL PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY FREDERICK COUNTY PLANNING DEPARTMENT SHEET 7 OF 7 DWG# 08-42 www.Pennoni.com MEMORANDUM TO: Mark Cheran FROM: Ronald Mislowsky, PE DATE: June 9, 2021 SUBJECT: Abundant Life Church Revised Parking Lot Striping The approved site plan for Abundant Life Church on Aylor Road has parking lot striping for 21 handicapped accessible spaces. The church does not need that many and as a part of the repaving operation at the parking lot, they request that the County approve a revised plan to reduce the handicapped accessible parking space count to 11. The church has a total of 413 parking spaces. 2% of those are required to be handicapped accessible; 9 accessible spaces are required. I have attached a revised sheet 5 of 19 showing this modification. Please confirm that you will accept this change to the Church parking lot and make it part of the County file. Please call if you have questions. Cc Pat Bailey, Abundant Life Church FRAME j •� SHELTER • - , r ,mow �- �.. � .- _._..,-V ,.-, . .• � J rt rng • I sill 'd'✓/% 1111 III�IIlillll9;>Cilr. /, • 1 OR/, 1 rZ•�i� Kv: �► I «• I I _ • �I _ I r, ■ `, SEMEN A0 GAS 1 , - 1 • FL•' o2 2. WATER MAIN SHALL NOT HAVE LESS THAN 3'OF 1 /• - - - �� PROVIDE 4 - HDPE TWEN COVER. TEST PITS REQUIRED. COORDiNATEWITH ,,rPROVIDE GRAVEL FLOW SPREADER /' �,NOTE: 766.42 1. FINAL LIMITS OF MILL AND OVERLAY TO BE a -26-OVERFLOW SPILL WAY WITH 111 451 rLIRF REINFORCEMENT MATTING DETERMINED BY VDOT INSPECTOR PRIOR TO COMPLETION OF LAND USE PERMIT AND RELEASE OF 1 FUTURE FIRE -1w ff SURETY BOND. ,. • �-IVA,HYDRA FILTER WITH FLAT BOTTOM WE VIM , y ♦ � i - - _ r. ! ,; • � • • . • ►'l r i`. -•v .�`�•\�it�i�=•Z�;:► --.._. ; , ,11 ��.w•� `it•+- t; � ���' • � • • 1 � ' c p"ymm • t c A t - w ' • - w BANCE ^ BUILDINGONE F71 BUILDING FZ1R3ii3 1.\ j - • " • � /' , r Ion F If ANN w rr �� -- ,�(��:•. 4 - .r._ �, �,..��.•_., , ,. L�.:,•.�r, .. � � �- • • - • ;� t, a n< , 7 Q� I r I - 1 , a -'A> �T•�� �� ��.� '® "'� �,f+,r-a'71i �I,I����! �J�� L��. 1 �:J•!1 � rL••�� � ' • - • • , 1 r,, , .•• � , ' . _ - ,� ._ . 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ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATE; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT AB LC 1501 DATE 2015-09-02 DRAWING SCALE AS SHOWN DRAWN BY KLM APPROVED BY MSS CS1501 SHEET 5 OF 19