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HomeMy WebLinkAbout43-07 Calvary Church - Addition - Shawnee - BackfileGENERAL NOTES VDOT CENERAL NOTES LECEND VICINITY M4P 1. Methods and materials used in the construction of the improvements herein shall conform to the current County construction standards and specifications and/or current VDOT standards and specifications. 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, must be provided prior to issuance of the site development permit. The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment Handbook. 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation VDOT and Frederick Count prior to construction in existing State right-of-way. (VDOT) YP g g Y• 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. q 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held with the Developer, Count Representatives, and Representatives of the Virginia Department of Transportation P Y P P g P P (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. 6. Ana roved set of lens and all applicable permits must be available at the construction site. Also, a pP P pp p representative of the developer must be available at all times. P P 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). S. All unsuitable material shall be removed from the construction limits of the roadwaybefore placing P g embankment. 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated on the plans and as required at the field inspection. 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conform to VDOT standard SB-1. Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety and Health P Y P � P Y Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in g g Y� accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary b VDOT. An additional expense incurred as a result of an field revision g y y y p y shall be the responsibility of the developer. P Y P V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the ',local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT :requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the EXISTING INTERMEDIATE CONTOUR - -- - - -- -- EXISTING INDEX CONTOUR ----- --- -- --•----------------- - 330 PROPOSED CONTOUR 400 EX F P EXISTING EDGE OF PAVEMENT _..__ ___ __� _.-- .�_ -__ __. PROP E/P PROPOSED EDGE OF PAVEMENT EX C&G EXISTING CURB AND GUTTERElm PROP C&G PROPOSED CURB AND GUTTER CG-6 0 CG-6R TRANSITION FROM CG-& TO CG-6R EXISTING TELEPHONE LINE ----------. ------------- PROPOSED TELEPHONE LINE T EX 15' RCP_ EXISTING STORM SEWER r.«,.�. PROP 15 RCP PROP. PROPOSED STORM SEWER EXISTING SANITARY SEWERLU PROPOSED SANITARY SEWER EXISTING ELECTRIC SERVICE PROPOSED ELECTRIC SERVICE E EXISTING GAS LINE PROPOSED GAS LINE G PROPERTY LINE -® ®-® FLOW LINE' •••. •. FENCELINE SCALE: 1 " = 2000' 4 -^- �OEM CITY S s m;, A ilVlh9CIiE8iEIa 4oaLU ° o � • r. <v e y �. 0 "° oc04 R©A „M 4V .� j 4tlt ! �. 48 4 ! y a 14 _ 0. - 401 � ,w,, ,a �� I�} �' O �,e �� �'• .' 1�� LUControl 012 O cu 0.� ' :3 mom � LU v LO 1-ii �t � cc 0 ,;� i CS aW. I � A2 CQ ti �-, :� SHEET INDEX _ � .p, i. COVER SHEET 2. KEY MAP, & MISC. NOTES 3. E & S CONTROL PHASE AND NARRATIVE, DETAIL 4. GRADING PLAN 5. FCSA DETAILS & WATERLINE PROFILE 0 o jl Qs �1 fi fs7 fn 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures On a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end EXISTING POWER POLE -L- EXISTING TELEPHONE PEDESTAL EXISTING WATERLINE W/ TEE�- whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all times. 14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines. of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. PROPOSED WATERLINE W/ TEE W EXISTING FIRE HYDRANT EXISTING WATER VALVE M I U) W 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current standards and specifications of the Frederick County Sanitation Authority. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. PROPOSED WATER METER ►^1 @hl PROPOSED REDUCER Val I 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction. 17. The developer will be responsible for an damage to the existing streets and utilities which occurs as a P P Y g g result of his construction project within or contiguous to the existing right-of-way. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to Frederick County Public Works Department prior to issuance of grading and/or site development permits. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected in accordance with state law. In the event gravesites are discovered during construction, the owner and engineer must be notified immediately. 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. 22. Controlled fills shall be compacted to 91 % of maximum density as determined b method "A" per standard P Y Y P proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement construction. If a eotechnical report has been prepared, it should supersede the requirements in this note. g P P P P q 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blastingat least two 2 working days, but not more than ten 10 working days, prior to commencement of () g Y () g Y A P excavation or demolition. Names and telephone numbers Of the and operators underground utility lines in Frederick Count appear below. These numbers shall also be used to serve in an emergency condition. y pp g yp 24. All utilities to be located underground. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted b VDOT and that testing shall be performed in accordance with all applicable VDOT standards P Y g P PP and procedures. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these and/or or as P / specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. Y V19. Aggregate base and subbase materials shall be laced on subgrade b means of a mechanical spreader. g Y P Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified STOP SIGN PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES A1264 HANDICAP PARMNG � VEHICLES PER DAY COUNT 100 PROPOSED BUILDING ENTRANCE PROPOSED STREET NAME SIGN PROPOSED SANITARY LATERAL CLEANOUT a SANITARY MANHOLE IDENTIFIER 12 STORM DRAIN STRUCTURE IDENTIFIER O EASEMENT LINE �--- ----" _ CENTERLINE .. 735.4 EXISTING SPOT ELEVATION �., PROPOSED SPOT ELEVATION 35 X EXISTING TREE LINE .�`-' Y ' „'h � Fi THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION PROJECT INFORA TIDN PARCEL IDENTIFICATION N0. 64B-• ((A))-73 = 9.77 AC ALL SIGNS SHALL CONFORM 'A D' SMITH STREET ADDRESS: 576 I RONT ROYAL PIKE ROUTE 522 TO SECTION 165-30 OF THE "6� N0, i)L2837 W TOTAL AREA PARENT TRACT: 9.77 AC FREDERICK COUNTY /I PROJECT SITE AREA: 10,0 2�. SUBDIVISION AND ZONING' DISTURBED AREA: 1000 S.F. ORDINANCES CURRENT ZONING: RP CURRENT USE: CHURCH ALL BUILDING IIEICTIITS SILL PROPOSED USE: BLDG. ADDITION FOR SUNDAY SCHOOL CONFORM TO SECTION LO5-S3 BASKETBALL COURT OF THE FREDERICK COUNTYstart SETBACKS: REQUIRED PROVIDED SUBDIVISION AND ZONING FRONT PRIMARY 35' 35' ORDINANCES REAR 50' 50' ' SIDE 15� 15' � MAXIMUM HEIGHT: 35 35' OR LESS THAN SURVEY AND TOPOCRAPHIC INFORMATION 25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways. Note: Any place within these plans stating Greenway Engineering, shall represent Greenway Engineering, Inc. copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans Shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated On these plans and/Or as specified by VDOT. V24. VDOT Standard Guardrail Shall be installed where warranted and/or as proposed On these plans In accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. PARKING TABULATION: REQUIRED 1 SPACE PER EACH 3 SEATS = 3/175 = 58.4 PROVIDED 69 SPACES INCLUDING 4 HANDICAPPED BUILDING USE NOTE: DAYCARE (MONDAY THRU FRIDAY) WILL NOT BE PERMITTED UJ �., E u 1-1 > E. 1. Boundary survey was performed by: ARTZ & ASSOCIATES Dated: 07-06-01 2• Aerial, horizontal and vertical control surveys were performed by: GREENWAY ENGINEERING 2004 (Year) 3. Aerial topographic mapping performed by: VIRGINIA MAPPING INC. Dated: 03-16-05 FCSA CONSTRUCTION NOTES 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water (or forced sewer) main is tapped for the installation of a new line: a) The Authority Shall furnish all labor and material. b The Contractor must: 1. make application and pay deposit 2. mark the tap location, 2. coordinate installation with the engineering -assistant. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. " 8. The Authority's maintenance department shall furnish and install all water meters through 2 in size. It is the contractors responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a) The meter box, with its frame and Cover, must be properly aligned With the COppersetter. b) The frame and cover Shall be Set to final grade. c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. d) All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's engineering assistant. b) An Application for Service must be made and fees paid before work will begin. c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will 'install the �. Ay®rPr�rr�r NOTES E 0 Z Qp APPRO VAL T 1. BUILDINGS ADDITIONS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, THE INTERNATIONAL EXISTING STRUCTURES CODE AND SECTION, �qs GROUP A (ASSEMBLY) OF THE INTERNATIONAL BUILDING CODE/2003. OTHER CODE THAT APPLIES IS ICC/ANSI A117.1-03 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PROFESSIONAL. AND . THE TYPE OF CONSTRUCTION SHALL COMPLY WITH TABLE 602 (EXTERIOR WALL FIRE RATINGS) ON THE AREA THAT IS LOCATED 10° FROM THE Em-TING BUILDING. HEIGHT AND AREA LIMITATIONS SHALL BE MET IN ACCORDANCE TO TABLE 507 IBC BY EITHER INSTALLING FIRE WALLS OR FIRE SPRINKLER SYSTEM. PLEASE CONFIRM TOTAL SQ SECTION 3408.6 OF IARE FOOTAGE AND ANY EXISTING OR NEW FIRE WALL LOCATIONS. 0 BC (THE ADA 20% RULE SHALL APPLY TO THE EXISTING ACCESSIBILTY FOR THE ADDITION. 4. HC PARKING SPACES AND UNLOADING SHALL NOT SLOPE GREATER THAN 2% ACROSS AREA. PERMIT SHALL BE REQUIRED FOR RAMPS I- INSTALLED WITH LOPES GREATER THAN 5%. HC PARKING SPACE SHALL HAVE A MINIMUM VAN ACCESIBLE AREA STRIPED 8' WIDE AT EACH BUILDING PARKING SITE. 5. ALL DOORS HANDLES SHALL BE LEVER TYPE AS PER ADA REQUIREMENTS CONTRACTOR SHALL REFER TO CHAPTER 17 OF IBC, SPECIAL INSPECTIONS SHALL APPLY WHERE REQUIRED. L. INSPECTIONS REQUIREMENTS ON THE TYPE OF STRUCTURE (SOILS, . THUS STRUCTURE TO THE REQUIREMENTS OF CHAPTER 17 OF BOCA FOR SPECIAL CONCRETE, ETC.) . CONTRACTOR SHALL FIELD VERIFY EXISTING UTUITIES AND TOPO. . CONCRETE & PAVEMENT SECTIONS SHALL BE FIELD VERIFIED BY CERTIFIED GEOTECH ENGINEER THROUGH THE OWNER. 9. ALL REQUIRED MAN EGRESS DOORS AND 50% OF THE ENTRANCES SHALL COMPLY WITH ACCESIBILITY UNDER CHAPTER 11 OF THE IBC AND CABO A117.1--2003. LOADING DOCK AREAS CAN UTILIZE LANDING AS EXTERIOR AREA OF ASSISTED RESCUE UNDER 1003.2.13.7 IBC PROVIDED THE WALL IS FIRE RATED. 10. FT 000 SQ FIRE SUPPRESSION SYSTEM OR FIRE BARRIERS SHALL BE'INSTALLED WHEN AREA EXCEEDS 12,. . CONTRACTOR NOTES: 1 1. CONTRACTOR TO VERIFY HORZONITAL AND VERTICAL LOCATION ALL EXISITNG UTILIES PRIOR TO LAND DISTRURBANCE. I 2. CONTRACTOR TO VERIFY BUILDING DIMENSIONS WITH ARCHITECT PRIOR TO CONSTRUCTION j , 1 ;Z7-3. - �� PkEDEOCK CO NTY ZONING ADMINISTRATOR DATE * APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF PLANNING APPROVAL % /�� C ' FIRE MARSHAL NOTE Fire lane markings and signage: Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshal's Office. TRIP CENERA TION DATA Project Name: CALVARY CHURCH01' TICEBRETHREN Project Number: 49 4932 i CLASS USE DWELLING UNITS *TRIP RATE TRIP RATE USE VPD Magisterial District: Date of Plan: (Month, Day, Year) meter. e) The Authority will install all sewer laterals. SHAWNEE MAGISTERIAL, DISTRICT SEPT. 25, 2007 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. * TA EN FROM ITE TRIP GENERATIO 7TH EDITION Owner: Address, Including Zip Code & Telephone No. DATE: SEPT. 25, 2007 578 FRONT ROYAL PIKE UTILITY CONTACT 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and CALVARY CHURCH OF THE BRETHREN WINCHESTER, VA 22655 540-662-2350 Address, Including Zip Code & Telephone No. SAME AS ABOVE SCALE: NA DESIGNED BY: JNT ICI Water/ Frederick County Sanitation Authority Phone: Verizon Sewer: P.O. Box 1877 P.O. Box 17398 Winchester, VA. 22604 Baltimore, MD 21297 (540) 868-1061 (301) 954-6282 Developer: SAME AS ABOVE its backflow prevention device, and/or 2) the fire service line's backflow prevention device. Power: Allegheny Power Gas: Shenandoah Gas Co. FILE N0. 4932 Engineer Certifying Plan: GREENWAY ENGINEERING Address, Including Zip Code & Telephone No. 151 WINDY HILL LANE WINCHESTER, VA 22602 (540) 662-4185 SHEET 1 OF 5 F-07-40 P.O. Box 1458 P.O. Box 2400 Hagerstown, MD 21741 Winchester, VA 22604 1-800-654-3317 (540) 869-1111 Virginia Utility Protection Service 1-800-552-7001 HANDICAPPED PARKINC NOTE Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. o _ \ 'olol �. 4 'rI I �+ a'+ ��Y? _40IN I + 4q', y \ h%0 410 �,,,�+•�''� - - \ \ #� - t j'.- 7` %i �� by \\\ \\ \ -_ y //r Ofr "J ' \`�•,+ ♦� `—_/ •�+ Ij . 1f * "�•° \j/ f \\\ \ \`"\\ ♦�,.\�_-r� �i1 / / ,f ` \ / / / -• ` i \ ,,,. _ — i. 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PAGE INSTRUMENT INST. YEAR 1 64 A 10 RUSSELL 150, LC 22A RICKETTS DR WINCHESTER, VA 22601 B2 5 29.97 0 26622 2004 2 64B A 73 CALVARY CHURCH OF THE BRETHREN & C/O EMORY G EBY 578 FRONT ROYAL PIKE WINCHESTER, VA 22602 RP 74 9.77 0 0 0 3 64 A 9 FLG RESIDUAL TRUST PROPERTIES, LLC PO BOX 888 WINCHESTER, VA 22604 Ml 4 12.70 0 28331 2005 4 64 A 9D WILLIAMS, MARY JUNE AIKENS TRUSTEE 133 PREMIER PL WINCHESTER, VA 22602 B2 4 0.36 0 25209 2004 5 64 A 9C STAE, SHARON B 125 PREMIER PL WINCHESTER, VA 22602 B2 4 0.35 0 13010 2001 6 64 A 9B DUBRUELER, STEVEN A 1682 S PLEASANT VALLEY RD WINCHESTER, VA 22601 B2 4 0.40 876 336 0 0 7 64B A 72 CALVARY CHURCH OF THE BRETHREN & C/O EMORY G EBY 578 FRONT ROYAL PIKE WINCHESTER, VA 22602 RP 74 1.00 0 0 0 8 64 A 10A CALVARY CHURCH OF THE BRETHREN & C/O EMORY G EBY 578 FRONT ROYAL PIKE WINCHESTER, VA 22602 RA 74 0.91 485 464 0 0 9 64B A 80 CALVARY CHURCH OF THE BRETHREN & C/O EMORY G EBY 578 FRONT ROYAL PIKE WINCHESTER, VA 22602 RP 74 1.09 636 407 0 0 10 64B A 81 K & M ENTERPRISES OF FREDERICK & COUNTY, LLC 1207 CEDAR CREEK GRADE WINCHESTER, VA 22602 RP 2 0.97 0 19299 2002 11 64B 4 20 BAILEY, DONZIE 146 FRONT DRIVE WINCHESTER, VA 22602 RP 2 0.00 0 21807 2003 12 64B 4 21 MANUEL, GILES W JR & BETTY J 152 FRONT DR WINCHESTER, VA 22602 RP 2 0.00 856 856 0 0 13 64B 4 22 MANUEL, GILES W JR & BETTY J 152 FRONT DR WINCHESTER, VA 22602 RP 2 0.00 856 856 0 0 14 64B 4 23 KEENER, DONALD J JR & PAULA E 164 FRONT DR WINCHESTER, VA 22602 RP 2 0.00 765 291 0 0 15 64B 4 A LEAKS, CHARLES W & LEAKS, SUE M 172 FRONT DR WINCHESTER, VA 22602 RP 2 0.45 0 23670 2005 16 64B 4 C HEPNER, KIRBY L & LOUISE R 182 FRONT DR WINCHESTER, VA 22602 RP 2 0.00 247 412 0 0 17 1 64B 4 D HEPNER, KIRBY L & LOUISE R 182 FRONT DR WINCHESTER, VA 22602 RP 2 0.00 247 412 0 0 18 64B 4 E HEPNER, KIRBY L JR 182 FRONT DR WINCHESTER, VA 22602 RP 2 1 0.00 1 319 15 0 0 I"X4"X4'-8" SLATS, 2-FINISH NAIL AT TOP AND BOTTOM 2"X4"X4' BEAMS. TOE NAIL TO POST 4"X4"X8' POSTS 4'-0" I. T NOTES: _ 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 FENCE DETAIL NOT TO SCALE 4" REINFORCED CONCRETE 3000 PSI 4" SUBBASE (21-A STONE) I/ WIDTH VARIES SEE SITE PLAN 1/4" = I' .a _ 411 Ll : e• e O . a 4" —I I,I—I I I —I I —I I I —I I I —I I I —I I F COMPACTED SUBGRADE (90% DENSITY) CONCFRETE SIDEWALK DETAIL (NOT TO SCALE) 0 19,11 L A • t .d . • .. �" 59,E • 53" 9ff u SECTION A -A WHEEL STOF DETAIL NOT TO SCALE ON51TE TNrFICAL PAVEMENT 5ECTION NOT TO SCALE LIGHT PAVEMENT SECTION _-_ -j SURFACE COURSE 11 11 II 11 II 11 11 II COMPACTED_ -•D (COMPACTED• 95% CILSITY AT OPTIMUM MOISTURE O•METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 10. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. PVMTSECT 16" 2-24" % REBARS FOR WHEEL STOP H Q a s Lu W CD 00 N r" '� N U Rom z�> 't I c r4 0 N 'ter Lu U ti - EIlLi OF AMA D, SMITH No, 022837 SIONAL z LIA V1 H N W W Pq Q z ® .4 E— a z ® � o � A C_� 0_ Q DATE: SEPT. 25, 2007 1 SCALE: AS SHOWN DESIGNED BY: JNT FILE NO. 4932 SHEET 2 OF 5 0"7-40 DENSE. V < /v zz X z BUIZ MAL X x� 4- CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL dw 4(11 Erosion & Sediment Control Narrative MANAGEMENT STRATEGIES +0 BEGIN AND END AS QUICKLY AS POSSIBLE. 4� 55 . F_ \ �!'4 1�1 + v, PROJECT DESCRIPTION e� THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND THE SUBJECT PROPERTY IS LOCATED ON THE WEST SIDE OF FRONT ROYAL PIKE ROUTE 522r - \ __ r , /� N J., ? MAINTENANCE MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. IN FREDERICK COUNTY VIRGINIA AND IS WITHIN THE SHAWNEE MAGISTERIAL DISTRICT. THIS z OF THESE MEASURES THROUGHOUT THE PROJECT ARE CRITICAL TO THE PROPERTY IS IDENTIFIED IN THE FREDERICK COUNTY TAX MAPS AS PROPERTY IDENTIFICATION EFFECTIVENESS OF THE PROGRAM. ` \ THE LAND DISTURBANCE PROPOSED 4- NUMBERS 64B-((A))-73 AND CURRENTLY ZONED (RP). T\ C) WITHIN THIS PLAN IS STRICTLY FOR DISTRUBANCE OF BUILDING ADDITION FOR A SUNDAY \.P AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BEw. SCHOOL AND A NEW BASKETBALL COURT. CLEANED UP AND REMOVED. z w J, LO EXISTING SITE CONDITIONS ELECTRIC POWER, TELEPHONE, STORM, SANITARY, WATER & GAS SUPPLY TRENCHES CC) y BACKFILLING. NO MORE THAN 500 FEET ARE TO BE OPEN AT ANY ONE TIME. IMPROVED LOT FOR CHURCH SERVICES ARE TO BE COMPACTED, SEEDED AND MULCHED WITHIN FIVE (5) DAYS AFTER Q _IQ CO - ADJACENT PROPERTY CJ ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) THE PROPERTY IS BOARDERED TO THE EAST BY RTE 522 FRONT ROYAL PIKE, AND TO THE - \ \ f / --= ` \ i -4` lJ S \ ',y' �� �r3 NORTH, SOUTH, EAST BY RESIDENTIAL USES, DAYS OF COMPLETION OF GRADING. V > z SOILS DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION HAS T AIP REFER TO FREDERICK COUNTY SOILS MAPPING BEEN WELL ESTABLISHED, AT WHICH TIME THE CHECK DAMS SHALL BE REMOVED. LUs-A DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT EROSION AND SEDIMENT CONTROL MEASURES '2 LO t.c. CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO 0// UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL CONTRACTOR PHASING OR OTHER UNFORESEEN CONDITIONS. IT IS THE EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED A DENSE V=G. S- ANDCONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. SHOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND CONTAIN SEDIMENT ON STANDARDS AND SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STAND ALL TEMPORARY CONTROLS BE REMOVED WITHIN 30-DAYS ONCE NO LONGER 0 0 &0 SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. MA kv EIrf REQUIRED: TRAPPED SEDIMENT MUST BE REMOVED AND STABILIZED 0\ FCR MM IRM- M�,L 01 bb ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE OFF -SITE AREAS- NO OFF SITE LAND DISTURBING ACTIVITIES SHALL OCCUR. MAINTENANCE SUPERIN Win TENDENT OR HIS REPRESENTATIVE AND WITHIN 24 HOURS AFTER ANY STRUCTURAL MEASURES 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. ANN- PHASE 1: ALL PHASE I MEASURES INSTALLED PRIOR TO THIS DISTRUBANCE SHALL REMAIN SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND 4` OF GRASS IS MAINTAINED. ALL AREAS SHALL BE FERTILIZED AND RESEEDED AS SITE NEEDED UNTIL GRASS IS ESTABLISHED. ; \ E \ t' ' ALL CONSTRUCTION TRAFFIC SHALL REMAIN ON INSTALL SILT FENCE ALONG PERIMERITER OF DISTURBED AREAS GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND _9 + AM PHASE I CLEANED OR REPLACED IMMEDIATELY. PERMANENT SEED ANY DISTURBED AREAS. 0 THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE, CONDITION AT ALL TIMES. 7 ', VEGETATIVE MEASURES PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS PHASES OF LAND DISTURBANCE ACTIVITIES x� TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. 1_71 1. TO HAVE PRECONSTRUCTION MEETING PRIOR TO ANY CONSTRUCTION. do 2. CLEARING AND GRUBBING FOR TEMPORARY CONSTRUCTION ACCESS TO INSTALL AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 0 SEDIMENT CONTROL DEVICES ONLY (PHASE I SEDIMENT BASIN, SEDIMENT TRAPS,f O r� . _ !! FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS DIVERSION DIKES, CONSTRUCTION ENTRANCE, SILT FENCING AND CHECK DAMS). �x Um MORE THAN SIX (6) MONTHS. THAT ARE TO BE LEFT DORMANT FOR 3. PLACEMENT OF SEDIMENT CONTROL DEVICES. 4. OBTAIN INSPECTOR'S APPROVAL PRIOR TO BEGINNING GRADING OPERATIONS. 5. CLEAR AND GRUB REMAINDER OF SITE. 0., + 6. ROUGH GRADE SITE. 7. INSTALL DRAINAGE DEVICES WITH SEDIMENT CONTROL 4, , bb 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 50 25 0 50 100 36" ADS N-12 EROSION &SEDIMENT CONTROL PHASE I 0 X SEEDING NOTES: SCALE: 1 "=50' SCALE: I" = 50' 1. ALL PERMANENT SEEDING SHALL BE IN ACCORDANCE WITH SECTION 3.32 OF THE VESCH. MARK D. SMITH 2. TOPSOIL SHALL BE SPREAD AT A MINIMUM DEPTH OF 4". TABLE 3.32-C F CONSTRUCTION OF A SILT FENCE 3. PULVERIZED AGRICULTURAL GRADE LIMESTONE SHALL BE INCORPORATED INTO TABLE 3.31-B SITE SPECIFIC PERMANENT SEEDING MIXTURES (WITH WIRE SUPPORTI No,022837 SOIL r FOR APPALACHIAN/MOUNTAIN AREA (TOP 4-6 INCHES) AT A RATE OF 90 LBS. PER 1000 S.F. (2 TONS PER ACRE). ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS Total Lbs. 1. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE WIRE FENCING TO THE POSTS. 4. FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS. PER 1000 S.F. (1000 LBS. Minimum Care Lawn Per Acre TRENCH LIPSLOPE ALONG THE LINE OF POSTS. 01VAL PER ACRE). 5. SEED MIX SHALL CONSIST OF 90% KENTUCKY 31 TALL FESUE AND 10% "QUICK REFERENCE FOR ALL REGIONS" - Commercial or Residential 200-250 lbs. IMPROVED - Kentucky 31 or Turf -Type Tall Fescue 90-100% PERENNIAL RYEGRASS APPLIED AT THE RATE OF 250 LBS. PER ACRE. - Improved Perennial Ryegrass 0-10% 6. STRAW MULCH SHALL BE APPLIED TO ALL SEEDED AREAS AT THE RATE OF 3500 - Kentucky Bluegrass 0-10% LBS. Rate PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT High -Maintenance Lawn A RATE OF 200 GALLONS PER ACRE. Planting Dates Species (lbs./acre) Minimum of three (3) up to five (5) varieties of z bluegrass from approved list for use in Virginia. 125 lbs. DUST CONTROL: 1. TEMPORARY SEEDING SHALL BE APPLIED TO ALL DISTURBED AREAS SUBJECT General Slope (3:1 or less) TOT Sept. 1 Feb. 15 50/50 Mix of LITTLE OR NO CONSTRUCTION TRAFFIC. Annual Ryegrass - Kentucky 31 Fescue 128 lbs. FLOW 2. ALL HAUL ROAD AND OTHER HEAVY TRAFFIC ROUTES SHALL BE SPRINKLED WITH (Loliurn multi-florum) - Red Top Gross 2 lbs. 4' 1 � WATER UNTIL THE SURFACE IS WET, AND REPEATED AS NEEDED TO CONTROL & 50 100 - Seasonal Nurse Crop 20 lbs. 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILLTEAND COMPACT THE Aam E- DUST. Cereal (Winter) Rye 150 lbs EXCAVATED SOIL. (Secal cereale) FENCE AND EXTEND IT INTO THE TRENCH. Low -Maintenance Slope (Steeper than 3:1) > F_" E-1 ER10510N/5EDIMENT CONTROL LEGEND -Kentucky 31 Fescue 108 lbs. awn&._ - Feb. 16 Apr. 30 Anual Ryegrass 60 100 - Red Top Gross 2 lbs. E - Seasonal Nurse Crop** 20 lbs. (Loliium multi-florum) NO. KEY 5YM50L IDE5GRIFTION - Crown vetch 20 lbs. z inn E, TEMPORARY GRAVEL CONSTRUCTION 150 lbs z II 3-02 CE ENTRANCE May 1 Aug. 31 German Millet 50 Perennial Ryegrass will germinate faster and at lower soil 25 � 1 temperatures than fescue, thereby providing cover and erosion (Setaria italica) 0 325O X X SILT FENCE resistance for seedbed. cc FLOW &I Use seasonal nurse crop in accordance with seeding dates as 3.01O STORM DRAIN INLET PROTECTION stated below: z I �4 % ra March, April through May 15th Annual Rye EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. Seedin May 16th through August 15th Foxtail Millet 30.5 g CULVERT INLET PROTECTION August 16th through Sept.,Oct. Annual Rye November through February Winter Rye FILTER FABRIC Seed shall be evenly applied with a broadcast seeder, drill, �4 3An TEMPORARY DIVERSION DIKE z cultipacker seeder or hydroseeder. Small grains shall be WIRE 1 �4 Z *** If Flatpeo is used, increase to 30 lbs./acre. All legume seed q111T==I �% "' FD RE5PON516LE LAND D15TUR5ER planted no more than one inch deep. Grosses and legumes must be properly inoculated. Weeping Lovegrass may also be 3,10 Fp TEMPORARY FILL DIVERSION shall be planted with no less than 1/4" soil cover. included in any slope or low-maintance mixtures during wormer seeding periods; add 10-20 lbs/acre in mixes. SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-i E, >W NAME: Sherwood 3.11 RWD RWD TEMPORARY RIGHT OF WAY DIVERSION CERTIFICATION 3.12 DV DIVERSION DATE: 3.13 aT TEMPORARY SEDIMENT TRAP THE RE5PON51BLE LAND [D15TURBER A %L 3.18 OP OUTLET PROTECTION 15 THE PARTY RE'5PON515LE FOR 320 ROCK CHECK DAMS CARRYING OUT TNT LAND [D16TURBING 33.3 600 SO SODDING ACTIVITY A5 5ET FORTH IN THE PLAN5. 338 TP 0-0-0 TREE PROTECTION DATE: SEPT. 25, 200 OLCG LIMITS OF CLEARING 4 GRADING SCALE: AS SHOWN DRAINAGE DIVIDES DESIGNED BY: JNT q CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED 50 25 0 50 !00 FILE NO. 4932 WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START S1 HEET 3 OF SCALE: P = 50' 07-40 1! f n, / 0 < +/ + C9 lip, h y -} r \ \Lu / _— TAP BY FCSA '"� . / / / / \ \ 1 / \ \�\ .��, \ + \ , C\2 CO CO APR LOCA%T ""OIWs b" W/L TEST P i /' \`\� \ ,�4 �'/ ,` °fit AiyP LOCATION OF EXISTING ESMT / — — — — — — Lj" / OMM TOZB-TAIWTEMPOR RADINCs AND PERMANENT_20-iff/L ESMT. / _ _ \ / --,CVI W ' r eir� �� +' PROPOSED-'10SMT. \ �\ �qLr `0\ \ \ \ J ' / e�' lf� ZC�2 FOR FUTURIt BIKE TRAIL \ \ y'Pip'PpT\ \ , / f " r ( O i W�O EO- �i."-ram ,,/ -/ ,,. ".i' O I ` � � / 'n % / '• 1 \ , �\ \ \ \ } / / r- ..__. Lo 1Qi M Ell Fr 0 / L •N cu � ap ROOF-DRA►N-INV-132=— — _`"' z+ � i ROOFIDRAIN INV■13200— _._. _ _.. _ _ — -- � \ \ �+ \ � � — L h4^� ' � U I i STRIPED \ \ \ ~ �' LIMITS OF DISTURBANCE HE REFINE AREA \ i CON C_ PADS \ \ \ I \ T rx + 40, 'L ' -' `` -- . \ � �. ` ~ _ -- is � •-'' ' J„ ./' i'°) � I , ` �\ 1 � _ __---- _---- r � I �,✓'f/�` h ' a STRIPED - / HC REFUGE AREA PROPOSED BLDG. INGRESS/EGRESS ADDITION DOOR ------ { i \ ` .m�`� — � INCsRESS/ECsRESS 4al 4242 SR \ _ / DOOR 31;.,; i,:, 31 FF• 131.42 �_ \ ��� + I I \ _ D CONC. x6 PADS \ -_ y EX. t PROP. RED TO BE TIED a EXTERIOR WALL SHALL INTO PROP. 10 1 VC COLLECTION LINE _ COMPLY WILL TABLE \ I - '/ / L� \ " 0 �\ \ AREA 602 and 501 OF THE IB \ /< E PLAYGROUNL.� CY - TEST F"IT `\ \ CONTRACTOR TO VERIFIY `INGRESS/EGRESS BUILDINCs DIMENSION WITH OWNER t ARCHITECT DOOR PRIOR TO START OF CON5TRUCTION EX. CHURCH —F CONTRACTOR SHALL COORDINATE WITH ARCHITECT EX. SHELTER \ I PRIOR TO CONSTRUCTION THE ACTUAL FIELD STAKED OF --'iA D. SMITH No.022837 --•- "� \ BUILDING: CORNERS TO ENSURE BUILDING Pl�f'OSED 10 ESMT. \ I SEPARATION MEETS IBC TABLE 602 4 501.Lu ,-FOR FUTURE BIKE TRAIL '\ \ CONC. PA . W + �,. � BOLLAWS/ 411 / / \ � � �. iI �..om. �..�e � / �, . •� IIIIIIIIIIS 1 / ,- p — / .rj / rz in fl� .�� \ / -LIJ Cl) r `Y 0> \ EX. PARKING �j� ,i _ ►—+ ccdop 05 woo / r ` 1 , DATE. SEPT. 25, 2007 / , + \,�, ' r SCALE: I 25' II}}e r ' ` '"` \ �.�,..�,. DESIGNED BY: JNT LANDSCAPE TABULATION5 ABB BOTANIC NAME COMMON NAME QUANTITY 51 ZE CY Taxus Canadensis 'Hicksii' Hicks Canadian Yew 10 (parking screen) 3' HT 545 25 O 25 EO FILE NO. 4932 SHEET 4 OF 5 56ALE: I" = 25' 07-4.0 8" 24" select backitI 8" 1/2 O.D. CONCRETE CRADLE STANDARD fill 24" select backfill g, All backfill to be compacted to 95% of ASTM D698 maximum density. g' 8' concrete CONCRETE ARCH 24" select backfill 8" - - g' CONCRETE ENCASEMENT TRENCH & BEDDING -1- Both joints of the fitting shall be restrained. In addition, all joints within the recommended length (L) on the large side of the reducer shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) SMALL LARGE SIDE JOINT SIDE PVC DIP JOINT 6' 8- 10- 12' 60 6' 8' 10' 12' 6' - - 40 60 -- 20 40 40 8` -- -- 40 60 -- -- 20 40 f0' -- -- -- 40 -- -- -- 20 REDUCER L---fIIo►I L L in addition to restraining the connection, any joint that falls within the recommended length (L) shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) PVC DIP 6' 8' 10" 12- 6- 8- 10' 12- 60 60 80 100 40 40 1 60 1 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS - 6" THRU 12" 1 OF 3 -2- finished DOWN BEND DEPTH 4 FT. MIN. Ld DOWN BEND RESTRAINED LENGTH `G Vertical offsets contain down and up bends. On down bends, one joint faces horizontal and the other points down. On up bends, one joint faces horizontal and the other points up. Each side of any vertical offset bend shall be restrained. In addition, any joint that falls within the recommended length on each side of the fitting shall be restrained (Ld, Lu). 24" select backfill 6" 112 O.D. 8" MAR 06 finished grade BOLLARD DETAIL NOTE: Weep holes shall not be subject to being submerged. If installation is in an area having a high groundwater table, the Authority's engineer shaft be contacted for hydrant relocation. pad V-6" dia. x 6" deep ,KV' 4" stone screw type adjustable valve box �— locator marker FIRE HYDRANT ASSEMBLY -10- mechanical joint swivel tee with 6" branch APR 06 In addition to restraining each joint of the tee, (1) any/ joint J that falls within the recommended length on the branch outlet (Lb) piping shall be restrained, (2) any joint that falls within the recommended length of the run (straight tlhrough) outlets (Lr) shall be restrained. A cross shall be restrained per a tee's requirements for Lb. A Wye shall be restrained per a tee's Lr and a 45' bend's L requirement. RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 6 X 6 20 20 20 20 8 X 8 20 20 20 20 8 X 6 20 20 20 20 10 X 10 20 20 20 20 10 X 8 20 20 20 20 RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 10 X 6 10 20 20 20 12 X 12 20 20 20 20 12 X 10 20 20 20 20 12 X 8 20 20 20 20 12 X 6 20 20 20 20 TEE, CROSS, WYE Imo--- L -►{ In addition to restraining each side of the bend, any joint that falls within the recommended length on each side of the bend shall be restrained. TYPE RESTRAINED LENGTH OF PIPE (Ft) RESTRAINED LENGTH OF PIPE (Ft) FITTING PVC DIP DEGREEJ22 B. 10' 12' 6' 8' to' 12' 90 40 40 20 20 20 40 45 20 20 20 20 20 20 22.5 20 20 20 20 20 20 11.25 20 20 20 20 20 20 HORIZONTAL BEND MAR 06 RESTRAINED JOINTS - 6" THRU 12" 2 OF 3 -3- MAR 06 UP BEND DEPTH UP BEND RESTRAINED LENGTH RESTRAINED LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT. MIN. 5-12 FT. 4 FT. MIN. 5-12 FT. SIZE/TYPE DEGREE OF BENDS Ld (DOWN) Lu (UP) SIZE/1YPE DEGREE OF BENDS Ld (DOWN) Lu (UP) 6- PVC/DIP 45, 22.5 & 11.25 20 20 10' PVC 22.5 & 11.25 20 20 8' PVC 45 40 20 10' DIP 45, 22.5 & 11.25 20 20 8' PVC 22.5 & 11.25 20 20 12- PVC/DIP 45 40 20 8' DIP 45, 22.5 & 11.25 2D 20 12' PVC 22.5 & 11.25 20 20 10- PVC 45 40 20 12- DIP 22.5 & 11.25 20 20 VERTICAL OFFSET RESTRAINED JOINTS - 6" THRU 12" 3 OF 3 -4- MAR 06 concrete pad 18" dia. x 6" deep Ai 4" stone — screw type adjustable location marker valve box joint stone rest ra int concrete pad 18" dia. x 6" 4" stone screw type adjustable 48" min. valve box — valve restrained to main 8'k 8'k 16" solid block Water finished grade 48" min. (_valve restrained /- to main 18" to 24"--.I 8'k 8'k 16" solid block for 12" valve 6" thru 12" concrete pad 18" /—finished grade r dia. x 6" deep Note: valve shall be bevel gear type %.— 6o"min. —, over-excavation stone 14" thru 36" GATE VALVE -9- 4" stone J 24" min. Note: valve shall screw be spur gear type type adjustable valve box valve restrained to main �► I8'k e'k 18" solid block Forced Sewer MAR 06 I I i � IIIIIIIIIIIII� W I W I I ICI IIIIIIIII� ICI W 0 a 00 CQ N N .fir H I N co CO CQ CD Lo tin r� W ,> o� WOf >~ a to b0 Lo R � D J Q, Z Q 0 'ARK FSVIH No.022337 01AL Z W W � W �_ 0 P—i F-� 1 E- Q 1- r F—I �n �f DATE: SEPT. 25, 2007 SCALE: V 1„ 50, DESIGNED BY: ,;NT FILE NO. 4932 SHEET' 5 OF 5 0 7 -- 4-0 GENERAL NOTES VD0T GENERAL NOTES LEGEND VICINITY MAP 1. Methods and materials used in the construction of the improvements herein shall conform to the current Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia EXISTING INTERMEDIATE CONTOUR - - - -- - - SCALE: 1 = 2000' �- -330 `• 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 EXISTING INDEX CONTOUR ---------------------------- 330 ,H Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall PROPOSED CONTOUR 400 CITY OF 3 construction, must be provided prior to issuance of the site development permit. The approval of these plans in govern. EX E/P _ WINCHESTER t a� no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment EXISTING EDGE OF PAVEMENT ---- ---- -- --- - - o Q O a ®� Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health PROPOSED EDGE OF PAVEMENT PROP E/P `� am Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. EX C&G ' 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation EXISTING CURB AND GUTTER (VDOT) and Frederick County prior to construction in existing State right-of-way. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in PROP C&G accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore all traffic control PROPOSED CURB AND GUTTER 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. �. o�ea/C � q TRANSITION FROM CG-6 TO CG-6R CG-6 CG-6R a required under State law. �, Rpq +W � MimsC\2 V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic `� .� � 5. The exact location of all guard rails will be determined by VDOT personnel. A joint inspection will be held signal poles, unction boxes, controllers, etc., owned b VDOT or private public utility companies. It is the EXISTING TELEPHONE LINE - --- - ¢ ,W � with the Developer, Count Representatives, and Representatives of the Virginia Department of Transportation g P I Y P / P Y P .° i P Y P P g P P sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict PROPOSED TELEPHONE LINE T a`` � � CIS o (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from � co 0 responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to this responsibility. EX 15" RCP_ �► 4 0 � ub EXISTING STORM SEWER LO Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. r %" ,�, V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject PROP. 15" RCP `I PP P pp P g y y y p y PROPOSED STORM SEWER ��' - � ,n 6. Ana roved set of laps and all applicable permits must be available at the construction site. Also, a to change as deemed necessary b VDOT. An additional expense incurred as a result of an field revision �° representative of the developer must be available at all times. shall be the responsibility of the developer. au EXISTING SANITARY SEWER 3 as 4M m .� � (D� a� ca 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 use PROPOSED SANITARY SEWER p°c Control Devices (MUTCD). permits for any work within VDOT right-of-way. ' EXISTING ELECTRIC SERVICE w V7. If required b the local VDOT Resident Office a re -construction conference shall be arranged and held v Lo 8. All unsuitable material shall be removed from the construction limits of the roadway before placing q Y Y P g embankment. by the engineer and/or developer with the attendance of the contractor, various County agencies, utility PROPOSED ELECTRIC SERVICE E SHEET INDEX companies and VDOT prior to initiation of work. 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less EXISTING GAS LINE --- - --- 01 W Y2 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 � e G undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required PROPOSED GAS LINE .5 as 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated or requested inspection. 1. COVER SHEET tin on the plans and as required at the field inspection. PROPERTY LINE ®® ®e•® 2. KEY MAP, & MISC. NOTES e q V9. The contractor shall. be responsible for maintaining adequate access to the project from the adjacent 3. E & S CONTROL PHASE AND NARRATIVE, DETAIL W co 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall public roadway via a construction entrance that is constructed and maintained in accordance with Section FLOW LINE 4. GRADING PLAN be minimum 6" diameter and conform to VDOT standard SB-1. 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected 5. FCSA DETAILS & WATERLINE PROFILE by this project shall be maintained through construction. The Developer shall have, within the limits of the FENCELINE - -- -- -- - 12. Construction debris shall be containerize 3 in accordance with the Virginia Litter Control Act; no less than project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion EXISTING POWER POLE -a one litter receptacle shall be provided at the construction site. and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. EXISTING TELEPHONE PEDESTAL El 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end EXISTING WATERLINE W/ TEE------�`- W -- ir`�-I - --- whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free of construction. T Z condition at all times. PROPOSED WATERLINE W/ TEE ki 0 Vil. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum EXISTING FIRE HYDRANT 14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict , sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, points. EXISTING WATER VALVE N H and connections to existing lines. (� V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered PROPOSED WATER METER 6N -01N 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current during the course of construction shall be immediately brought to the attention of the engineer and VDOT. standards and specifications of the Frederick County Sanitation Authority. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved PROPOSED REDUCER W P* by VDOT. 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the STOP SIGN contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be PARKING INDICATOR utility verification and the proposed construction. present to insure the sample obtained is representative of the location. When soil samples are submitted to INDICATES THE NUMBER OF TYPICAL PARKING SPACES 12`; private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project map` 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards>•,; ` -+��- Y ! result of his construction project within or contiguous to the existing right-of-way. and procedures. HANDICAP PARHING 18. When grading is proposed within easements of utilities, letters of permission from all involved companies V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted VEHICLES PER DAY COUNT must be provided to Frederick County Public Works Department prior to issuance of grading and/or site in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within 100 development permits. plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT PROPOSED BUILDING ENTRANCE THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION 19. The developer will be responsible for the relocation of an utilities which is required as a result of his OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION f P P Y q Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless project. The relocation should be done prior to construction. specified otherwise. PROPOSED STREET NAME SIGN T PR Oe/ ECT INFORMA Tl ON 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as in accordance with state law. In the event gravesites are discovered during construction, the owner and specified b VDOT. P / PROPOSED SANITARY LATERAL CLEANOUT PARCEL IDENTIFICATION NO. 64B A -73 = 9.77 AC Al D, SMITH engineer must be notified immediate) P Y (( )) ALL SIGNS SHALL CONFORM g Y SANITARY MANHOLE IDENTIFIER 12 STREET ADDRESS: 578 FRONT ROYAL PIKE ROUTE 522 TO SECTION 165-30 OF THE � AC N0, 022837 V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet TOTAL AREA PARENT TRACT: 9.77 AC 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering VDOT minimum design standards and is the responsibility of the developer. FREDERICK COUNTY 0� at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. PROJECT SITE AREA: 9.77 SUBDIVISION AND ZONING �s `� U� -t0000 S.F. O ORDINANCES `� V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be STORM DRAIN STRUCTURE IDENTIFIER DISTURBED AREA: 10, 1VAL 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the CURRENT ZONING: RP proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered Manual On Uniform Traffic Control Devices. EASEMENT LINE -- - CURRENT USE: CHURCH ALL BUILDING HEIGHTS SHALL professional engineer and results submitted to Frederick County prior to pavement construction. If a PROPOSED USE: BLDG. ADDITION FOR SUNDAY SCHOOL T 3 eotechnical report has been prepared, it should supersede the requirements in this note. CENTERLINE CONFORM E SECTION 1 COUNTY g P P P � P q ViB. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the BASKETBALL COURT �, r35.�1 OF THE FREDERICK COUNTY start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way EXISTING SPOT ELEVATION SETBACKS: REQUIRED PROVIDED y 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating must be provided to the local VDOT Resident Office prior to acceptance of the work. Unit and total SUBDIVISION AND ZONING P Y P p prices 35-5 FRONT PRIMARY 35' 35' or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of may be obscured. PROPOSED SPOT ELEVATION X ORDINANCES excavation or demolition. Names and telephone numbers of the and operators underground utility lines in REAR 50' 50' ow Frederick Count appear below. These numbers shall also be used to serve in an emergency condition. V19. A re ate base and subbase materials shall be laced on sub rode b means of a mechanical s reader. EXISTING TREE LINE �"� -' SIDE 15' 15' Y PP g Y gg g P g Y P ' Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road MAXIMUM HEIGHT: 3535' OR LESS THAN 24. All utilities to be located underground. and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified MM SURVEY AND TOPOGRAPHIC INFORMATION copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking PARKING TABULATION: REQUIRED 25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways. stone depths, a VDOT representative shall be notified and given the opportunity to be present during the Note: Any place within these plans stating Greenway Engineering, shall represent Greenway Engineering, Inc. construction and testing of the density control strip. 1. Boundary survey was performed by: 1 SPACE PER EACH 3 SEATS = 3/175 = 58.4 IM ARTZ & ASSOCIATES Dated: 07-06-01 FCSA CONSTRUCTION NOTES V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge PROVIDED MA _L­, Specifications. Density shall be determined using the density control strip as specified in Section 315 and L) 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be 2• Aerial, horizontal and vertical control surveys were 69 SPACES INCLUDING 4 HANDICAPPED submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the performed by: GREENWAY ENGINEERING 2004 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. opportunity to be present during the construction and testing of the control strip. (Year) BUILDING USE NOTE: DAYCARE (MONDAY THRU FRIDAY) WILL NOT BE PERMITTED E 3. Aerial topographic mapping performed by: 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger VIRGINIA ]MAPPING INC. Dated: 03-16-05 Mo I2 shall be explored below the bottom of the excavation to determine the type and condition of the foundation. 0 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. NOTES 0 0 6. When an existing water (or forced sewer) main is tapped for the installation of a new line: `< U a) The Authority shall furnish all labor a nd material. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. APPRO VAL 1. BUILDINGS ADDITIONS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, THE INTERNATIONAL EXISTING STRUCTURES CODE AND SECTION, 03 GROUP A (ASSEMBLY) OF THE INTERNATIONAL BUILDING CODE/2003. OTHER CODE THAT APPLIES IS ICC/ANSI A117.1-03 ACCESSIBLE AND USABLE BUILDINGSt b) The contractor must: AND FACILITIES. STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PROFESSIONAL. 1. make application and pay deposit V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated On these plans and/or as Specified . THE TYPE OF CONSTRUCTION SHALL COMPLY WITH TABLE 602 (EXTERIOR WALL FIRE RATINGS) ON THE AREA THAT IS LOCATED 10' FROM THE EXISTING 2. mark the tap location. by VDOT. BUILDING. HEIGHT AND AREA LIMITATIONS SHALL BE MET IN ACCORDANCE TO TABLE 507 IBC BY EITHER INSTALLING FIRE WALLS OR FIRE SPRINKLER SYSTEM. 3. coordinate installation with the engineering -assistant. P SECTIONASENFIRM 3 08.8 OF IHCTOTALQ UARE (THE ADAT20% RULE) SHALL AGE APPLY TOAND ANY EXIING ORNEW THEFIRE EXISTING ACCESffiHILTY FOR THE ADDITION. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in ir�- 4. HC PARKING SPACES AND UNLOADING SHALL NOT SLOPE GREATER THAN 2% ACROSS AREA. PERMIT SHALL BE REQUIRED FOR RAMPS IF INSTALLED WITH � 7. Exact flotations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. LOPES GREATER THAN 5%.. HC PARKING SPACE SHALL HAVE A MINIMUM VAN ACCESIBLE AREA STRIPED 8' WIDE AT EACH BUILDING PARKING SITE. Y P accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after REDERICK COUNTY ZONING ADMINISTRATOR DATE 5. ALL DOORS HANDLES SHALL BE LEVER TYPE AS PER ADA REQUIREMENTS CONTRACTOR grading is mostly Complete. SHALL REFER TO CHAPTER 17 OF MC, SPECIAL INSPECTIONS SHALL APPLY WHERE REQUIRED. era " *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE 5 . THUS STRUCTURE TO THE REQUIREMENTS OF CHAPTER 17 OF BOCA FOR SPECIAL INSPECTIONS REQUIREMENTS ON THE TYPE OF STRUCTURE (SOILS, ice+ 8. The Authority's maintenance department shall furnish and install all water meters through 2 in size. ( )CONCRETE, ETC.) go It is the contractor's responsibility to have the meter box assembly installed correctly. ��J C YEARS FROM THE DATE OF PLANNING APPROVAL . CONTRACTOR SHALL FIELD VERIFY EXISTING UTILITIES AND TOPO. Before a permanent meter is installed: FIRE MARSHAL'S NOTE . CONCRETE & PAVEMENT SECTIONS SHALL BE FIELD VERIFIED BY CERTIFIED GEOTECH ENGINEER THROUGH THE OWNER. a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. 9. ALL REQUIRED MAN EGRESS DOORS AND 50% OF THE ENTRANCES SHALL COMPLY WITH ACCESIBILITY UNDER CHAPTER 11 OF THE IBC AND CABO A117.1-2003. b) The frame and Cover shall be set to final grade. Fire lane markings and signage: LOADING DOCK AREAS CAN UTILIZE LANDING AS EXTERIOR AREA OF ASSISTED RESCUE UNDER 1003.2.13.7 IBC PROVIDED THE WALL IS FIRE RATED. 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 10. FIRE SUPPRESSION SYSTEM OR FIRE BARRIERS SHALL BE 'INSTALLED WHEN AREA EXCEEDS 12,000 SQ. FT. 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. CONTRACTOR NOTES: 1. CONTRACTOR TO VERIFY HORZONITAL AND VERTICAL LOCATION ALL EXISITNG UTILIES PRIOR TO LAND DISTRURBANCE. 2. CONTRACTOR TO VERIFY BUILDING DIMENSIONS WITH ARCHITECT PRIOR TO CONSTRUCTION 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. * A L VA R Y CHURCH OFTHE BRETHREN 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 /lam � � c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. 932 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. e) The Authority will install all sewer laterals. SHAWNEE MAGISTERIAL DISTRICT SEPT. 25, 2007 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. * TA EN FROM ITE TRIP GENERATIO 7TH EDITION Owner: Address, Including Zip Code & Telephone No. DATE: SEPT. 25, 2007 578 FRONT ROYAL PIKE 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required). UTILITY CONTACTS CALVARY CHURCH OF THE BRETHREN WINCHESTER, VA 22655 The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a 540-662-2350 SCALE: NA fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read Water/ Frederick County Sanitation Authority Phone: Verizon 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 and (540) 868-1061 (301) 954-6282 SAME AS ABOVE its backflow prevention device, and/or 2) the fire service line's backflow prevention device. Power: Allegheny Power Gas: Shenandoah Gas Co. FILE NO. 4932 P.O. Box 1458 P.O. Box 2400 Engineer Certifying Plan: Address, Including Zip Code & Telephone No. HANDICAPPED PARKING NOTE Hagerstown, MD 21741 Winchester, VA 22604 151 WINDY HILL LANE SHEET 1 OF 5 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. 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' ' / - - C� 1 O �+ + I t�ILL \ 1 i •0, I \ ! a fig° \ \\ \\BASIC V Lm 0 U--� \ ! / \ \ \ _ i ,` \ \ \ <£�'''' ,. 3.A'64's3" F - - .-.._ --_ ---, -_ e�l•<s�72-r ` � LL -1 I� ,. / r + ( .-- ! � y,. i„ / ( I e \ \ / ,fir � � r �• y�n� Sr^'{ �,• � 'r / .� •°� � �? \�� �\ ~�\\ , rz NN x\i, 4� 01 40 1 + I `p J I ' 41 x' a" I{ "\ \ + ' F'UTP FEE SOCCER -FIE+ BY -OTHE, If ,� / _ _ r lipsy-i al /131 ri 41, ,Vva i I • //' + 9 "�+ \\\ 1 �+� r •6- .r y ,++✓/� ' \ � 4p + \ \ v: W* l r 4, pi f \ C.� , t . y.. - - ay --1 \ ` + r 0 p9 \ `\ { \ ' -N \ \ -n 4 To a2./ .sl + + ll ~V�,a• .L-^" � I•a��'_`�fJ, \ I\ �'° av? ( ( \ \ � (r �.J ,�° \ K �z"ti rs` ° �J�i;.3 J_}`•-'-'r + � _.-� � \,•,nr.r.i•" \ ♦ i�j YYY •�, , _ .. \! ,p 1 � � 11 ../ r 1 �r� °� t ``� -\ ___ - _�.._- •�:) \ ru^^ KEY MAP SITE PLAN SCALE: 1 "=100' NUMBER TAX MAP OWNER ADDRESS CITY & STATE ZIP ZONING LAND USE ACREAGE DEED BOOK DEED BK. PAGE INSTRUMENT INST. YEAR 1 64 A 10 RUSSELL 150, LC 22A RICKETTS DR WINCHESTER, VA 22601 B2 5 29.97 0 26622 2004 2 64B A 73 CALVARY CHURCH OF THE BRETHREN & C/O EMORY G EBY 578 FRONT ROYAL PIKE WINCHESTER, VA 22602 RP 74 9.77 0 0 0 3 64 A 9 FLG RESIDUAL TRUST PROPERTIES, LLC PO BOX 888 WINCHESTER, VA 22604 Ml 4 12.70 0 28331 2005 4 64 A 9D WILLIAMS, MARY JUNE AIKENS TRUSTEE 133 PREMIER PL WINCHESTER, VA 22602 B2 4 0.36 0 25209 2004 5 64 A 9C STIE, SHARON B 125 PREMIER PL WINCHESTER, VA 22602 B2 4 0.35 0 13010 2001 6 64 A 9B DUBRUELER, STEVEN A 1682 S PLEASANT VALLEY RD WINCHESTER, VA 22601 B2 4 0.40 876 336 0 0 7 64B A 72 CALVARY CHURCH OF THE BRETHREN & C/O EMORY G EBY 578 FRONT ROYAL PIKE WINCHESTER, VA 22602 RP 74 1.00 0 0 0 8 64 A 10A CALVARY CHURCH OF THE BRETHREN & C/O EMORY G EBY 578 FRONT ROYAL PIKE WINCHESTER, VA 22602 RA 74 0.91 485 464 0 0 9 64B A 80 CALVARY CHURCH OF THE BRETHREN & C/O EMORY G EBY 578 FRONT ROYAL PIKE WINCHESTER, VA 22602 RP 74 1.09 636 407 0 0 10 64B A 81 K & M ENTERPRISES OF FREDERICK & COUNTY, LLC 1207 CEDAR CREEK GRADE WINCHESTER, VA 22602 RP 2 0.97 0 19299 2002 11 64B 4 20 BAILEY, DONZIE 146 FRONT DRIVE WINCHESTER, VA 22602 RP 2 0.00 0 21807 2003 12 64B 4 21 MANUEL, GILES W JR & BETTY J 152 FRONT DR WINCHESTER, VA 22602 RP 2 0.00 856 856 0 0 13 64B 4 22 MANUEL, GILES W JR & BETTY J 152 FRONT DR WINCHESTER, VA 22602 RP 2 0.00 856 856 0 0 14 64B 4 23 KEENER, DONALD J JR & PAULA E 164 FRONT DR WINCHESTER, VA 22602 RP 2 0.00 765 291 0 0 15 64B 4 A LEAKE, CHARLES W & LEAKE, SUE M 172 FRONT DR WINCHESTER, VA 22602 RP 2 0.45 0 23670 2005 16 64B 4 C HEPNER, KIRBY L & LOUISE R 182 FRONT DR WINCHESTER, VA 22602 RP 2 0.00 247 412 0 0 17 64B 4 D HEPNER, KIRBY L & LOUISE R 182 FRONT DR WINCHESTER, VA 22602 RP 2 0.00 247 412 0 0 18 64B 4 E HEPNER, KIRBY L JR 182 FRONT DR WINCHESTER, VA 22602 RP 2 0.00 319 15 0 0 I"X4"X4'-8" SLATS, 2-FINISH NAIL AT TOP AND BOTTOM 2"X4"X4' BEAMS, TOE NAIL TO POST 4"X4"X8' POSTS NOTES: _ 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 PENCE DETAIL NOT TO SCALE 4" REINFORCED CONCRETE 3000 PSI 4" SUBBASE (21-A STONE) WIDTH VARIES SEE SITE PLAN \ \ I/4" = I' .a• 4" 4 A •4 a e� .441 O . a a a a . e e 0 I -I I I -I I I -I I I -I I I -I I \COMPACTED SUBGRADE (c3O% DENSITY) CONCizETE 51DEWAL_< DETAIL (NOT TO SCALE) 0 SECTION A -A WHEEL STOP DETAIL NOT TO SCALE ON5ITE TYPICAL PAVEMENT SECTION NOT TO SCALE LIGHT PAVEMENT SECTION 2" SM-125A SURFACE COURSE VDOT 6TD. • OMPACTED 6115GRADE (COMPACTED To 55% DENSITY AT OPTIMUM MOISTURE .•METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 10. SOIL TEST OF THE SU5GRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. PVMTSECT 0 H U) w 0 z W W z Amm la C\2 b Lo CD C\2 00 U � c\l dJ U �> o inN 96 * l4 a� U • LO U d' 4-1 N �. w co Ns MA D. SMITH No.022837 04 `��ONAL z W cc H � W W � E-� U go lij H ✓> Z 0 H H L16 ® �?l �D 2 1.1 1 DATE: SEPT. 25, 2007 I SCALE: AS SHOWN DESIGNED BY: JNT FILE NO. 4932 SHEET 2 OF 5 07-40 A) 0 a� 1-4 a� a 00 In CD (V Ln Q\l 3 Ln a O W a z U) w N M T M O E z a C C 0) w M Q) V) 0 Erosion & Sediment Control Narrative MANAGEMENT STRATEGIES -� CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE. PROJECT DESCRIPTION THE SUBJECT PROPERTY IS LOCATED ON THE WEST SIDE OF FRONT ROYAL PIKE ROUTE 522 THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND IN FREDERICK COUNTY VIRGINIA AND IS WITHIN THE SHAWNEE MAGISTERIAL DISTRICT. THIS MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. MAINTENANCE PROPERTY IS IDENTIFIED IN THE FREDERICK COUNTY TAX MAPS AS PROPERTY IDENTIFICATION OF THESE MEASURES THROUGHOUT THE PROJECT A1RE CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM. NUMBERS 64B-((A))-73 AND CURRENTLY ZONED (RP). THE LAND DISTURBANCE PROPOSED WITHIN THIS PLAN IS STRICTLY FOR DISTRUBANCE OF BUILDING ADDITION FOR A SUNDAY AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE SCHOOL AND A NEW BASKETBALL COURT. CLEANED UP AND REMOVED. EXISTING SITE CONDITIONS ELECTRIC POWER, TELEPHONE, STORM, SANITARY, WATER & GAS SUPPLY TRENCHES IMPROVED LOT FOR CHURCH SERVICES 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. ADJACENT PROPERTY THE PROPERTY IS BOARDERED TO THE EAST BY RTE 522 FRONT ROYAL PIKE, AND TO THE ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) NORTH, SOUTH, EAST BY RESIDENTIAL USES, DAYS OF COMPLETION OF GRADING. SOILS: DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION HAS REFER TO FREDERICK COUNTY SOILS MAPPING BEEN WELL ESTABLISHED, AT WHICH TIME THE CHECK DAMS SHALL BE REMOVED. EROSION AND SEDIMENT CONTROL MEASURES DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED CONTRACTOR PHASING OR OTHER UNFORESEEN CONDITIONS. IT IS THE AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. SHOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND CONTAIN SEDIMENT ON SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS AND ALL TEMPORARY CONTROLS BE REMOVED WITHIN 30-DAYS ONCE NO LONGER SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. REQUIRED: TRAPPED SEDIMENT MUST BE REMOVED AND STABILIZED MAINTENANCE OFF -SITE AREAS- NO OFF SITE LAND DISTURBING ACTIVITIES SHALL OCCUR. ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE AND WITHIN 24 HOURS AFTER ANY STRUCTURAL MEASURES 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. PHASE I• ALL PHASE 1 MEASURES INSTALLED PRIOR TO THIS DISTRU13ANCE SHALL REMAIN SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED. ALL AREAS SHALL BE FERTILIZED AND RESEEDED AS ALL CONSTRUCTION TRAFFIC SHALL REMAIN ON -SITE NEEDED UNTIL GRASS IS ESTABLISHED. INSTALL SILT FENCE ALONG PERIMERITER OF DISTURBED AREAS GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF PHASE II THE GRAVEL OUTLET IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND PERMANENT SEED ANY DISTURBED AREAS. CLEANED OR REPLACED IMMEDIATELY. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A VEGETATIVE MEASURES CLEAN, DUST AND MUD FREE, CONDITION AT ALL TIMES. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS FINAL PHASES OF LAND DISTURBANCE ACTIVITIES (7) AFTER GRADE IS REACHED ON ANY PORTION OF THE SITE. 1. TO HAVE PRECONSTRUCTION MEETING PRIOR TO .ANY CONSTRUCTION. TEMPORARY SOIL STABILIZATION SHALL HE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED 2. CLEARING AND GRUBBING FOR TEMPORARY CONSTRUCTION ACCESS TO INSTALL AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN SEDIMENT CONTROL DEVICES ONLY (PHASE I SEDIMENT BASIN, SEDIMENT TRAPS, FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS DIVERSION DIKES, CONSTRUCTION ENTRANCE, SILT FENCING AND CHECK DAMS). THAT ARE TO BE LEFT DORMANT FOR 3. PLACEMENT OF SEDIMENT CONTROL DEVICES. MORE THAN SIX (6) MONTHS. 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 ER0510N/5ED IMENT CONTROL LEGEND NO. KEY SYM50L IDESGRIPTION 3 02 CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 325 O X--- SILT FENCE 3.01 IP STORM DRAIN INLET PROTECTION 3.08 CIP CULVERT INLET PROTECTION 309 DD D TEMPORARY DIVERSION DIKE 3.10 O'D FD TEMPORARY FILL DIVERSION 3.11 RWD Ek TEMPORARY RIGHT OF WAY DIVERSION 3.12 DVJ DIVERSION 3J3 ST TEMPORARY SEDIMENT TRAP 3.18 OP OUTLET PROTECTION 3.20 CD --� -- ROCK CHECK DAMS 333 SO SO SODDING 338 TOP 0-0-0 TREE PROTECTION LCC� LIMITS OF CLEARINGS 4 GRADING DRAINAGE DIVIDES CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START 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. RE5PON515LE LAND DISTURBER NAME: CERTIFICATION : [DATE: THE RESPONSIBLE SAND D15iURBER IS THE PARTY RE5PON5I5LE FOR CARRYING OUT THE LAND pIS?URBING ACTIVITY 45 SEi FORTH IN THE PLANS. DENSE Vk M';• /'�} _ '' / , �. r �i? O \ \ - / / \ - \e` r �• _. _ II .-•"" "J "� ..% i♦ .�, Y' = f4L' �...J' kf'EL"tr� �Y \. � / V ° z iftA1L a�' . iV * of ' I /'' 1'�' / r"�.•y-�/� I ..,s"••"• \f} iF' m� t y� , , -•`• \ \� , O 7 LU 0 wdo Was z Y U , \ 1 \ i '-� \ _LO 03 1 0 _ C\1 CO v Cj EX DENSE V. \ _ d / \ \00 0 CY e / V $_4 I C\j z x LOC\? LU O� ` = �_ U 0 I.C3LO 40 \ ,--I �• f I r , oc e"eLMR - _-- `"�• .,k;.•,'> I ".e..,,.. `� \ \ � ;T ---( "-- / fir`` •f � .� .--���``` �� f,,'resoxena�n. �. - _ _ �04- nap -ro 1 WISP 01 0 / r j 4D, 'P + 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. f O fl EROSION &SEDIMENT CONTROL SCALE: 1 "= 50' TABLE 3.32-C SITE SPECIFIC PERMANENT SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA Total Lbs. Minimum Care Lawn Per Acre - Commercial or Residential 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 90-100% - Improved Perennial Ryegrass * 0-10% - Kentucky Bluegrass 0-10% High -Main tenonce Lawn Minimum of three (3) up to five (5) varieties of bluegrass from approved list for use in Virginia. 125 lbs. General Slope (3:1 or less) - Kentucky 31 Fescue 128 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop** 20 lbs. 150 lbs Low -Maintenance Slope (Steeper than 3: 1) - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop** 20 lbs. - Crownvetch *** 20 lbs. 150 lbs * Perennial Ryegrass will germinate faster and at lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed. ** Use seasonal nurse crop in accordance with seeding dates as stated below: March, April through May 15th Annual Rye May 16th through August 15th Foxtail Millet August 16th through Sept.,Oct. Annual Rye November through February Winter Rye *** If Flatpeo 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. h.9 0 1. ' ' l � ' , M ' ' 1 • f f \ PHASE 1 50 25 0 50 i0o SCALE: 1" = 50' CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE PCSTS_ TRENCH UPSLOPE ALONG THE LINE OF POSTS. s� • FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 9 4. BACKRLL .4ND COMPACT THE EXCAVATED SOIL. FLOW / G EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 1.05-I 50 25 O 50 SCALE: 1" = 50' MAPl< D, SMITH t No.022837 � 'ONAL LU PM 1 f_ E -+ i z Q i- 10 O z 1-� r- o V t DATE: SEPT. 25, 2007 SCALE: AS SHOWN DESIGNED BY: ,INT 100 FILE NO. 4932 6i SHEET 3 OF 5 07-40 11 0 r, a N N 66 In O O N N Cii 0) 0 a cD N M m T V- z / rn c a) a� c w N M rn .o 0 IX + + LLI 4\ / \ / / /` LLI IX 1100 T\ a Xx / TAP BY FC5A /-,-/ -,X • / i' ` APP LOCAT ON OF F, ��5�(INCs b" W/L�gT P T m / / / / \, /\\ �� j \ 1 Lu WW � cc) V /AO LOCATION OF EXISTING ESMT / — — — .— — -- tmf— C" ��QWNE& T4 OJTAfITTEMPORA[Z GR4DING AND PERMANENT�Idv ESMT.PROPOSED-I E5MT.''��j, j / / / ' — r •• 'r / — — . -- "` - " - - / ^�Px \ ,��� FOR FUTURCr BIKE TRAIL \ 9,PlP"r�S E + FTti oo G law 10 + cs\ • I ` - ` \ j>c \ O + �! + O ROOF"'DRAIN INV•13220 — _ � — -- \ � / �` ���� `C �\ // U) STRIPED / LIM(T5 OF DISTURBANCE REFI,E AREA CONC. PAD I _ \ + \ \ 1 STRIPED / HIS REFUGE AREA PROPOSED BLDG. INGRESS/EGRESS / ADDITION DOOR \ INGRESS/EGRESS 46 4242 SR I I I DOOR 31; ,.;p.t 3.73I FF■ 131.42 + CON \ E xbAD$ \ \ EX. It PROP. RD TO BE TIED EXTERIOR WALL SHALL \� INTO PROP. 10° 10 PVC INLETS LINE COMPLY WILL TABLE \ I - �/ / � \ \ 1 \ AREA � 602 and 501 OF THE IB� EA�PLAYGROUND CY CONTRACTOR TO VERIFIY INGRESS/EGRESS BUILDING DIMENSION WITH OWNER t ARCHITECT DOOR PRIOR TO START OF CONSTRUCTION EX. CHURCH —F \ CONTRACTOR SHALL COORDINATE WITH ARCHITECT 1 \ PRIOR TO CONSTRUCTION THE ACTUAL FIELD STAKED / 1 / 0 EX. SHELTER 1 ,y U I % PR''f'05ED I®' ESMT OF IV -'-, A D, SMITH No, 022837 0.�� ,2)'v s�®NAL ---' \ B ILDINCx CORNERS TO ENSURE BUILpINCx I —�___ ` � i' / FOR FUTURE BIKE TRAIL Z I \ SEPARATION MEETS IBC TABLE 602 E 501. / / ,�7" B cc CONC. AI BOLLAS r Y -I 1- CC _= -- -- + / M / r X, PARKING ,���'� "��• , \ - / ,� / / �� / 1. ,- � � / / / � O ,� E-1 �, >.cc_. Or + w do cc 1151 fEX,BLDG / •• / / / '' / / / / / �, / iY \ DATE: SEPT. 25, 2007 -I- �\,� s / �' / // --' SCALE: I"=25' + / / / / / 1 _ -- ' _ _ DESIGNED BY: JNT L,4N0SG,4PF TARUI ATInNS A55 BOTANIC NAME COMMON NAME QUANTITY 51 ZE CY Taxus Canadensis 'Hicksii' Nicks Canadian Yew IO (parking screen) 3' HT 545 25 0 25 50 FILE NO. 4932 SHEET 4 OF 5 5GALE: 1" = 25' 0'7 - 40 i X 8" STANDARD concret 0 24" select backfill g, All backfill to be compacted to 95% of ASTM D698 maximum density. 6" CONCRETE ARCH —n—1 hnrkfill 24" select backfill 6. 6„ CONCRETE ENCASEMENT TRENCH & BEDDING -1- Both joints of the fitting shall be restrained. In addition, all joints within the recommended length (L) on the large side of the reducer shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) SMALL LARGE SIDE JOINT SIDE PVC DIP JOINT 6" 8" 10" 12" 6" 8" 10" 12" 6" -- 1 40 60 60 -- 20 40 40 8" -- -- 40 60 -- -- 20 40 to" -- -- -- 40 -- -- -- 20 REDUCER I�-- L I-- L L --i In addition to restraining the connection, any joint that falls within the recommended length (L) shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) PVC DIP 6" 8" to- 12" 6- 8" to" 12" 60 60 80 100 40 40 60 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS - 6" THRU 12" 1 OF 3 -2- 24" select backfill 6" 1/2 O.D. 6" MAR 06 finished grade Ira i" dia. schedule 40 steel pipe filled with concrete 3- and painted yellow finished 7, grade 2' 18 dia (D-t concrete encasement �;;; '�` 3' BOLLARD DETAIL NOTE: Weep holes shall not be subject to being submerged. If installation is in an area having a high groundwater table„ the Authority's engineer shall be contacted for hydrant relocation. pad 1'-6" dia. x 6" deep 4" stone screw type adjustable valve box i—locator marker FIRE HYDRANT ASSEMBLY -10- mechanical joint swivel tee with 6" branch APR 06 -_r -I~ 7rinn to restraining each joint of the tee, (1) any joint within the recommended length on the branch ) piping shall be restrained, (2) any joint that falls recommended length of the run (straight through) Lr) shall be restrained. A cross shall be restrained per a tee's requirements for Lb. A wye shall be restrained per a tee's Lr and a 45' bend's L requirement. RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 6 X 6 20 20 20 20 8 X 8 20 20 20 20 8 X 6 20 20 20 20 10 X 101 20 1 20 1 20 10 x B 2D 20 20 F200 RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 10 X 6 20 20 20 20 12 X 12 20 20 20 20 12 X 10 20 20 20 20 12 X 8 20 20 20 20 12 X s 20 20 20 20 TEE, CROSS, WYE �— L —i In addition to restraining each side of the bend, any joint that falls within the recommended length on each side of the bend shall be restrained. TYPE RESTRAINED LENGTH OF PIPE (Ft) RESTRAINED LENGTH OF PIPE (Ft) FITTING PVC DIP DEGREE 6" 8" to" 12' 6" B. 10' 12" 90 20 20 40 40 20 20 20 40 45 20 20 20 20 20 20 20 20 22.5 20 20 20 20 20 20 20 20 11.25 20 1 20 20 20 20 1 20 HORIZONTAL BEND MAR 06 RESTRAINED JOINTS - 6" THRU 12" 2 OF 3 -3- finished concrete pad 18" dia. x 6" deep grade 4" stone DOWN BEND screw type adjustable DEPTH 4 FT. MIN. location marker valve box Ld --®`) joint stone restraints I UP BEND '• `O DEPTH ....................... ..... . j.. DOWN BEND RESTRAINED LENGTH / 18" to 24" 6" thru 12" �G Vertical offsets contain down and up bends. On down bends, one joint faces horizontal and the other points down. On up bends, one joint faces horizontal and the other points up. Each side of any vertical offset bend shall be restrained. In addition, any joint that falls within the recommended length on each side of the fitting shall be restrained (Ld, Lu). UP BEND RESTRAINED LENGTH RESTRAINED LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT. MIN. 5-12 FT. 4 FT. MIN. 5-12 FT. SIZE/TYPE DEGREE OF BENDS Ld (DOWN) Lu (UP) S17E/1YPE DEGREE OF BENDS Ld (DOWN) Lu (UP) 6" PVC/DIP 45, 22.5 & 11.25 20 20 10' PVC 22.5 & 11.25 20 20 8' PVC 45 40 20 to' DIP 45, 22.5 & 11.25 20 20 8" PVC 22.5 & 11.25 20 20 12" PVC/DIP 45 40 20 8" DIP 45, 22.5 & 71.25 20 20 12" PVC 22.5 & 11.25 20 20 10' PVC 45 40 20 12" DIP 22.5 & 11.25 20 20 VERTICAL OFFSET RESTRAINED JOINTS - 6" THRU 12" 3 OF 3 -4- MAR 06 8"x 8N 16' solid block Water Note: valve shall be bevel gear type — 60" min. —+ over -excavation -stone 14" thru 36" GATE VALVE -9- finished grade 48" min, valve restrained /- to main - 8`x 8'k 1&'solid block for 12" valve concrete pad 18" grade dia. x 6" deep 1 4" stone MAR 06 24" min. I Note: valve shall be spur gear type type adjustable valve box valve restrained to main 8'k 8'k 16' solid block Forced Sewer MAR 06 a I U1 Mill CQ 00 C\2 00 U �N C t 4D > I ra (' W to l\L Oe J �a O H r-1 t-- tic-, 9 tin C U) W Q No, 022837 i � r i� � G Z C f low- ift PI to i f� 4' DATE: SEPT. 25, 2007 SCALE: H' i„ _ 50' DESIGNED BY- JNT FILE NO. 4932 SHEET 5 OF 5 07-40