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HomeMy WebLinkAbout68-05 Stonewall Indus. Pk. No. 6 - Office - Warehouse - Stonewall - Backfile (2)CONSTRUCTION NOTES 70 W re GENERAL$T7M A ��'l , (A7L1 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise rooted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Auuthontyy and the contract documents. 2. The engineer has attempted to locate existing s3ubsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so ms to avoid damage to any utilities. Any damage shall be the contractor's responsibility. The contractor shall notiffy all utility companies 72 hours prior to construction. Call "Miss Utility" 1-800-552-7001. 3. The contractor shall be responsible for all consitruction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to !beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered idunng the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer foir approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. FREORRICK COUNTY SANITATION AUTHiORITY 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 plains are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. When an existing water main is tapped for the imstallation of a new line: a) The Authority shall furnish all labor and (material. b) The developer/contractor must: 1. make application and pay deposit 2. mark the tap location 3. coordinate installation with the engirneering-assistant. 6. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 7. The Authority's maintenance department shall furni-sh and install all water meters through 2" in size. It is the developer's/contractor's responsibility to thave the meter box assembly installed correctly. Before a permanent meter is installed: a) The meter box, with its frame and cover, murst 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 be between 18 and 21 inches. d) All components of the meter box assembly shhall be in proper working order. 8. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be c(oordinated 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 V and 2" water services, the Authtority shall make the tap and bring the piping to the property line. The contractor shall furnisth and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 9. 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. 10. All fire lines shall have a fire service meter assermbly and a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio read remotes are required. VIRGINIA DEPARTMENT OF TRANSPORTATION V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regullations, 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 comp) with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA, and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all trofffic control, wheather permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, ietc., owned by VDOT or private / public utility companies. It is the sole responsibility of the dleveloper to locate and identify utility facilities or items that may be in conflict with the proposecd construction activity. VDOT approval of these plans does not indemnify the developer from thiis responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT righit-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 Eroosion and Sediment Control Handbook. Furthermore, access to other properties offectedf by this project shall be maintained through construction. The Developer shall have, within thie limits of the project, an employee certified by the Virginia Department of Conservation and Reccreation (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. De nciencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end 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 where possible be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitalble soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be; determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement antd fill. Where CBR testing is required, a VDOT representative shall be present, to insure the sample obtaines is representative of the location. When soil samplers are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOTT standards and procedures. V14 V15. V16. V17. V18. V20. V21 V22. LOCAL UTILITIES Frederick County Sanitation Authority P.O. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre Allegheny Power 3463 Valley Pike Winchester, Virginia 22604 (540) 722-5852 P.O.C. Cindy Laing Verizon 404 Hillandale Lane Winchester, Virginia 22602 (540) 665-3156 P.O.C. Larry Willingham Adelphia Cable 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667-0364 P.O.C. Brent Lyles Shenandoah Gas P. 0. Box 2400 Winchester, Virginia 22604 (540) 869-1111 P.O.C. Tim Hockman 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 ogenQ1 in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. 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. 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. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and the opportunity to be present during the construction and testing of the density control strip. 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. 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. 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. I el Vicinity Map Scale 1 - 1000' E SEPTEMBER 07, 2005 REVISED: OCTOBER 14, 2005 gilbeft w. Clifford & associates a division of Patton Harris Rust & Associates, PC Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 Winchester, Virginia 22601 + T 540.667.2139 F 540.665.0493 RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. SHEET INDEX COVER SHEET 2 SITE LAYOUT 3 GRADING & SEDIMENT CONTROL PLAN 4 LANDSCAPE AND LIGHTING PLAN 5 UTILITY PROFILES AND DETAILS 6 DETAILS EROSION CONTROL 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to issuance of the land disturbance permit for the subject project. 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment control r-nsurers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate lun' disturbing activities. 3. Prior to release of building permits, the following items shall be completed: a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified as -built of thr subdivision which contains the follow),, . items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the as -built which states that the subdivision has been constructed in accordance with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 5. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. OWNER'S CERTIFICATE I hereby certify that the property contained in this Site Plan is with free consent and in accordance with the desires of the undersigned owners, proprietors and trustees, if any. OWNER/DEVELOPER GREG SOWERS P.O. BOX 179 BLOOMERY, WVA 26817 PH # 304-856-3652 Lt H OF L o � A. Mislowsky, Jrz O CERTIFICATE NO. - 1 1E(614 GISTRED PROFESSIONAL ENGINEER _ Date Date Date FIRE LANE SPECIFICATIONS 1. Fire lanes shall be on all plans or drawings, if applicable. 2. Fire lanes are to be a minimum width of 18 feet. 3. Fire lanes shall be designated in either of the following ways: A. Double yellow, six (6) inch lines with approximately three (3) inches between lines shall be used to mark paved areas. B. Painting of curbing yellow. C. By painting of yellow hatch marks of six (6) inches in width with no more than ten(10) inches between hatches on the entire area being designated as a fire lane. 4. Signs shall be twelve (12) by eighteen (18) inches with a white background, with red two (2) inch block letters with the wording, "NO PARKING FIRE LANE Authority of Fire Chief". Any other color combination or wording needs to be approved by the Fire Chief. 5. Signs shall be posted on all corners of the fire lane, and then no further than fifty (50) feet apart along the remaining length of fire lane area. Signs shall be a minimum height of seven (7) feet to the bottom of the sign and a maximum height to the top of sign shall be nine (9) feet. Any other height needs to be approved by the fire Chief. 6. Any existing markings which will be within the fire lane area after their establishment shall be removed so as not to create confusion. 7. The fire lane shall be maintained on a regular basis to insure these lanes can be easily recognized. Maintenance shall include repainting on lines or curbing, replacement of signs, etc., as deemed necessary by your maintenance personnel or the Fire Department. 8. After the establishment of the cited fire lanes, local law enforcement officers shall enforce these areas clear at all times. 9. Fire lanes elsewhere on site may be required as construction develops. Approved Frederick Count Zoning Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence Site Plan Valid for 2 Years From Date of F.C.S.A. Approval Sheet Number 1 of s �i�rr�s f Date J 00 (� Q O I� U O Cn F O O D I O Cn N W C] z Imo-' Q �o � N F-- W z Cn Cn Q z :D Q O X F- LiI 03 Q ,;I -In � Ln r- CE CD f Ln Cn O cn a� � 0 Lei o O O z z �__j z O - N Cn cj� Iz z � z III Q STOP BAR 12" SOLID WHITE - LINE (TYP.) EX. DETENTION POND. SEE STONEWALL LOT 6 & 7 SITE PLAN DATED JUNE 03, 2005 49-19--58 LOT 6 2.4994 ACRES THIS AREA IS TO BE PROVIDED FWITH 4" OF TOPSOIL, SEEDED 43-19-31 WINCHESTER WILDLIFE TRUST D.B. 860, PG. 703 ZONE: M1 9 USE: INDUSTRIAL ir a? in PROP CONC. -WHEEL STOP �y 1.5" SM12.5A 4' BM25.0 MuvcgZeZ�S 8" VDOT 21B WELL COMPACTED c g-•' -v • Z � SUBGRADE HEAVY PAVEMENT SECTION Not to Scale 2" SM12.5A 8" VDOT 218 WELL COMPACTED FOR RECORD OF EXISTING WELL PROPERTY LINES AND EASEMENTS SHOWN, SEE INSTRUMENT NO. 050008975 AND 050008976. STANDARD PAVEMENT SECTION Not to Scale 43-19-- 59 LOT 7 DOVE, GARY & SOWERS, GREG 5.1591 ACRES 6 FT. OPAQUE BOARD ON BOARD FENCING. INTENDED TO SCREEN OUTDOOR STORAGE AREAS FROM ROADWAY AND ADJOINING PROPERTIES. DOUBLE SWUNG GATE 6 FT HIGH MEETING SCREENING REQUIREMETS OF ASSOCIATED FENCING (2 REQUIRED) �9 la?_ . END CG-6, TRANSITION WAY TO CG-6R -_,�--' CONNECT TO EX WATER STUB JOT- '`� PROVIDE: 1-8"X6" REDUCER _emu ACC! AAR1 Y SET 3' 1-6" GATE VALVE E 2B 2-45' ELBOWS SPN`�pl � S METER 20" WATER ERVICE ESM'T. R-21 WATERLINE/-- 5 10 EL Yt- (,Ifs.& ���_ �� - I � g "' ,LL Mc7 33.3DJUST TO PAVEMENT ELEVATION RI 49. _ _- 4" SEW I AT. VARIABLE WIDTH INV. INV. OUT OUT=731.5i (TAP BY FCSA)----- 445'+ SITE DISTANCE INV=732.00f 445+ SITE DISTANCE _ - -- 3.5 EYE TO 3.5 OBJECT _ _ _ M + r ___, . = 445'+ SITE DISTANCE (3.5' EYE TO 3.5 OBJEC -- --- --- --- _ - -- - M 445 + SIT�01'1' NCE (3.5' EYE TO 3.5 OBJECT) 32 3.5 EYE TJECT AQ rv A RTE. 7 MCGHEE RO DESIGN SPEED 35 MPH * NOTE 60' R/ PLACE110IT OF CC-12 CURB RAMS LOCA70 SHALL BE DETE INED BY VDOT NSKCTOR AND/OR ENGNO R MPH/ .4LE 30 15 0 30 60 1N FEET J 1 inch = 30 ft. 43-19-2 LENIOR CITY CO OF 5 A. D.B. 344, P C. ZONE: M1 USE: VACANT o" mnr 21B ;OMPACTED 'ADE GRAVEL LOT SECTION Not to Scale c> w I MCGHEE ROAD----14' I SAWCUT EDGE 2 PROVIDE TACKCOAT MILL 6"x1 112" JOINT 12 21 EX. EDGE OF PAVEMENT VDOT CG-6 1 1 /2" SM 1 .5A *CROSS 510PE--- 1/4 :' 1 ' 4" BM 25.0 OR MATCH EXISTING 8" 21B EXTEND 21 B WELL COMPACTED Sl/BGRADE 1 FT. BEYOND BACK OF CURB MCGHEE ROAD WIDENING NOTE: FOR CG-6R REVERSE GUTTER, PROVIDE 1 /4*/ 1' SLOPE SUMMARYQ IDENTIFICATION NUMBER 43-19-58 PARCEL AREA 2.5 ACRESaDEVELOPED PARCEL AREA 2.5 ACRES M-1 ADDRESS MCGHEE ROAD CURRENT USE VACANT PROPOSED USE OFFICE/ WAREHOUSE Q-QT JQPROJECT OW,, oZONING Cj U WZTAX 0OWEXISTING DISTURBED AREA 1.4 ACRES v L"Z -4� U SETBACKS REQUIRED PROVIDED N FRONT 75' 99' 0 _ SIDE 25' 41' • .0 REAR 25' 352' RI Q PARKING 5' 26' .v BUILDING HEIGHT 60' (MAX.) 24'(+/-) a OFFICE GROUND FLOOR AREA 1000 SQ.FT. N WAREHOUSE GROUND FLOOR AREA 6500 SQ.FT. N NUMBER OF STORIES 1 Q o 0 o FAR ALLOWED 1 0 FAR PROVIDED 0.07 06 Q) ? CO MINIMUM LANDSCAPED AREA 0.62 AC. (25%) ui -tt LANDSCAPED AREA PROVIDED 1.52 AC. (61%) J PARKING REQUIRED PROVIDED N r o 0 STANDARD SPACES -OFFICE (1/250 SF) 4 4 in STANDARD SPACES -WAREHOUSE (1/EMPOYEE) 10 10 U 1'" LL TOTAL SPACES REQUIRED 14 16 HANDICAP SPACES 1 1 TOTAL SPACES PROVIDED 0 16 .N i 0 PARKING LANDSCAPING z' PAVEMENT AREA 15,083 S.F. L = + PAVEMENT TREES REQUIRED 7.5 0 1 /2000 SQ. FT. Cn PAVEMENT TREES PROVIDED 8 INTERIOR TREES REQUIRED 1.6 (01/10 SP.) = INTERIOR TREES PROVIDED 2 C q) TOTAL TREES REQUIRED 9.1 TOTAL TREES PROVIDED 10 0,71 NOTES: CL Lw 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA AND A117.1-92. 4.NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 6. ALL UTILITIES TO BE PLACED UNDERGROUND 7.HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50, THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 9. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 100 S.F. 10. FIRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C. THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF THE FIRE MARSHALL 11. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE FOR AN S-2 BUILDING UNDER SECTIONS 311, USE GROUP S (STORAGE) OF THE INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS CABO A117.1-98 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. DESIGN PROFESSIONAL LICENSED IN VIRGINIA SHALL SEAL THE STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION AND Li SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF IBC SHALL APPLY TO THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL EC.) 1"_ V) TRIP GENERATION ITE, 6ti'HEDITION ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 114 T.P.D. USE CODE: 110. FIRE LANES REQUIREMENTS: Fire Lane markings and signage is required at all fire hydrants, fire department connections, curbing not delineated as parking, and all normal and emergency access pants to the structure. The contractor shall coordinate with the Fire Marshall to ensure these requirements are satisfied. LEGEND A. PARKING SPACES (NUMBER) . . . . • . . . N PROPOSED CURB & GUTTER . . . . . . . . . PROPOSED CURB & REVERSE GUTTER • . • . • • TRANSITION BETWEEN REGULAR & REVERSE CURB . . N ,... PROPOSED STANDARD PAVED AREA (8' 218/2" SM 12.5A) PROPOSED HEAVY DUTY PAVED AREA(8" 210/3' BM-25.0/1.5' SM-12.5A) yJ PROPOSED CONCRETE AREA • • • • • . • . . . . PROPOSED GRASS AREA • • . . . . . • . . PROPOSED EASEMENT AREA . . . . . . . . . . - ZONING BOUNDARY • • • . • • • . • • • . . ZB UTILITY PEDESTALS . . . . . . . . . . . . EXISTING STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED WATER MAIN . . . . . . . . . . . -dw. EXISTING WATER MAIN • . . . . . ----- ----- PROPOSED FIRE HYDRANT PROPOSED GATE VALVE & BOX --04- 4 W11 --- EXISTING SAN. SEWER AND MANHOLE . . . . . -------- -;--___,__ _-- PROPOSED SAN. SEINER AND MANHOLE . • . • . . PROPOSED UNDERGROUND ELECTRIC SERVICE . . • • . • E PROPOSED UNDERGROUND TELEPHONE SERVICE • . • • • • T PROPOSED GAS SERVICE • . • . • • • • . • • G w J I- 9z U � Z O "� Q - J x Sk W aF Z I- W O Lr) Ln N ,, ^^ N d Q L J N 8 o O N CG Z Q O it m �M w >> O r- m z W N w a cr�5 w _ W Q oc L. Z > LLJ I W 30 p F-W Q w CL_ z F- Q V / rD` cn o cn cn LL, � V C11)CnL Q p V) zo a o vU af < ¢� o z o O O O z y z0) Z w i J_M 0 0 Li e- AlvlvJGO l rJ04� 1iowREVISED ON 7/05 EC-2 po W Fn zEC 3 =T Ea w O wSOT w� w 0_� r r r IS LESS THAN 4:1 SOIL STABILIZATION MAT SNAUL BE STAKING DETAIL CENTER ROW EN 73O %%EC^t AT OUTLET ENO OF PPE. ELYiATEO WHEM sLOPE � �ItSfD IN CON.RJNCtgN WITH STIWDARD AMP SQL FrKn.r � 732\\ �!-�`,' `� I I 1 I I I I r 732. \� >. �� ~ s MAX. 4:1 OR FLATTER } 7 3 4.2 5 3 4\� �� ,lllwCTgN SLOT \`� ,��� I I I -� I 3' MAX. STEEPER TM/N 41 �' BETWEENROLLS I I CHECK SLOT I + 734.25 73 Cv �yC-j Z � t ` \ \ ' 3 STAKES �Es OR PINS T ANCHOR SLOT v vi 732.80 1 d ti��� .��,i I -A ' I � � � � O E me EIIp ,12NTS99VSTT10O TERMINAL FOLD �� O' 0 732 ` / r APPEC LAP ,rDNT `'� ` .-I34.25 EX. DETENTION POND. SEE y 1 2 MIN. - •- STONEWALL LOT 6 & 7 SITE { 729,75 d '3ljj d J ` ENTRENCH EDGES ' I I I FROM EACH STRIP N LIP WMTH PLAN DATED JUNE 03, 2005 TAMPP 30L FRAY � O �j � � •- � of MATERIALS 6"ALTERNATE SPA . COMBINE REND RDIr OF STAPLES v I� a L `- - I , ' ' , F CING. ir MAX TERMINAL FOLD �e Q o , I I ' low",1 V(D co CHECK SLOT 25.O.C. r O 0 In LC) -` *TRANSVERSE 1 ' Q o 0 0 TO CLOSED CHECK SLOT 0 N OR 6 TO B" -r� �.rr-- 3" OVERLAP , -� Q 1 TAP SOL FIRMLY TAMP 30111.. M&Y W N > 0 2 j 6" TO B" TARP SOL F/IM Y i P 0 P E R �:� �[7 I ' ' CHECK SLOT JUNCTION SLOT -I r a "`�"t` 1. APPROXIMATE 200 STAPLES REOLIKO a r. � V� E A S E M E � � TRANSVERSE CHECK SLOT TO BE � � T' TO 2" ,..f.- PER 4'X 12S'ROLL. O � � � O O Notes: NCE WITH EC-2 THEMANUFACTURERSTRUCTED IN �RECOMMENDATION 1" TO 2- - FOR PREFERRED INSTALLATION. ~ c- U F- Li. TRANSVERSE �'� e" I ` 2. mom SLoT iLw-Tom sLoTs AND LM. (L q� OPEN CHECK SLOT 2rV s IE.TO BE BURIED 6' TO I r vAAIABLE. V DITCH .!UNCTION SLOT 3. 4 e SS W LOPE .N o CLASS Al R RAP A �! D 0 5 ( _ �--. 1 THAN OR 47. 1. L-6 ' 8 tk0 5' NOTES � � •. srAPLEs c FROM�p, B TEEL L PLAN VIEW 1MMRE t• ST MNwM LEINGIN > �' ' V-2- 1. STAKES SMALL BE WOOD OR METAL AS RECOMMENDED BY THE MANUFACTURER NO SMALL BE A MINIMUM STAPLING DIAGRAM FQR Y OT 6• STAPLE MNIXJM ' OF 12" IN LENGTH. IN SANDY SOILS METAL STAKES A MWLVM OF 15" N LENGTH SMALL BE USED. SOIL RETENTION MAT JUTE MESH LNG " OR OTTER SOL. T 2. SOIL STABILIZATION MAT TYPE A AND B ARE TO BE N ACCORDANCE WITH THE APPROVED PRODUCTS LIST. GENERAL NOTES: 3. SOL STABILIZATION MAT SHOULD BE INSTALLED TO THE SHOULDER BREAK POINT OR EXISTING GROUND LOM OF PAYMENT TO BE SQUME YAWS OF PROTECTIVE COVERW COMPLETE N PLACE. 3. JUTE MESA OR SOL RETENTION MAT IN ACCOROACE WITH THE 3PECFICAT10Ks rz Y RIP RAP NNEL (LINING THEN EMBEDDED 6". MATERIAL ON BOTH SIDES OF THE DITCH SHALL BE INSTALLED TO THE SAME PROTECTIVE COVERING Is TO BE LOCATtO AS POCATE0 ON THE PLANS N ACCORDANCE MAY BE USED AT THE OPTION OF THE CONTRACTOR. L ELEVATIONS.WITH THE OI EN W6 SPECIFIED ON TYP CAL sECTKK O (ll 4. WIDTH OF MATERIAL MAY VARY FROM MINIM M OIENsbN BV NCREIENTS OF 4. IF MORE THAN 3 LINES OF MATERNAL ARE REOWEO PARALLEL TO THE It OF TIE DITCH, MATERIAL SHALL SFr' A BE INSTALLED PERPENDICULAR 70 THE CENTER LINE OF THE DIICH, STARING AT THE LOWEST fE ELEVATION 2'T-TOP" STAPLES OR OTHER mmwACTuwrs oEwA APPROVED BY THE ENGINEER MAY 4 OR s FEET. d-+ c: CO OF THE DITCH. K Stl$S MOED FOR THE STAPLES SHOWN. ' ' S. FOR SOURCES OF APPROVED MATERIAL SEE VOOrS APIMtOVED PRODUCTS LIST pl PROVIDED ^� 5. FOR SOURCES OF APPROVED MATERIALS SEE VDOT•S APPROVED PRODUCTS LIST FOR STV. EC-3. FOR STIXEC-2 MATERIAL. Q. W I SEEDED UPSTREAM AND DOWNSTREAM TERMINAL- TYPE A OR B. WITH 4 OF TOP L, AT'D" EC-3 AND MUL HED. ��b� PEFF� sHEET foF 2 PROTECTIVE COVERING INSTALLATION CRITERIA RErE SOIL STABILIZATION MAT 244 Vvmm 11EPARTUM OF TRANSPORTATM 606 2DITCH INSTALLATION TYPE A OR B me CLA S Al RIP RAP PROP CONC. VIRGIIA DEPARTMENT OF TRANSPORTATION tt4.o3 Y` L=15, W=10, WHEEL STOP »c x x x x x x x x x EC-2 744 CO '\ ^ CONSTRUCTION OF A SILT FENCE PIPE OUTLET CONDITIONS � X (WITH WIRE SUPPORT) STONE CONSTRUCTION ENTRANCE �Z I 1. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE WIRE FENCING TO THE POSTS. A A CID TRENCH UPSLOPE ALONG THE LINE OF POSTS. 70' MIN. EXISTINGPAVEMENT A 3' -_ -_ O� X 1 1 5:1 746 PR P NC. 3dod C W E STOP �/ FILTER CLM 6' MIN. A MO BERM O \ 744---- �- PEPE OUTLET TO FLAT � NO DEFINED SIDE ELEVATION 0 PLAN VIEW EXISTING rgOUND x OPAQUE BOARD ON I ( �� / -� 1 (III 70' MIN. 1\B / / G� ARD FENCING. INTENDED TO - � � L vASlstacK Z 748 RM N BEEN OUTDOOR STO® a B to, MIN -/ jj(LL _ x - x AREAS FROM ROADW AND ((lit O -4- 20'x2O' CONC. ��ADJOINING PROPERTI S. FLOW III '" III ' r d 12, MIN.* 10 MIN EXISTING N DUMPSTER PAD 4' -fi- PAVEMENT 1 I SECTION A -A FILTER CLOTH KEY IN s•-9•: RECOMMENDED FOR ENTIRE PER019M X 744.70 •e' 45. C X 1 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE O 74 IJIG DOCK }� 745.80 745.80 744'5 /�� FENCE AND EXTEND R INTO THE TRENCH. EXCAVATED SOIL A COURSE AGGREGATE I �� TTOOSSE POSITIVE NAGS 10 MIN B - TRAPPING DEVICE 742.24 -{- 41.95 DOUBLES NG GATE 6 FT HIGH OVERHEAD GARAGE DOOR w MEETING CREENING REQUIREMETS 3a (.} • Musr EXTEND FULL wlmx uj A O OF INGRESS AND EGRESS PLAN VIEW '�'-' OF ASS CIATED FENCING I OPERATION _I (TYP OF 5) % Ili' do 12' MIN. ~ (RED � � i 74A Ro (2 RE ) _ _ __- _ PIPE OUTI,EI' TO WELL �'�- 1 A (III �-� (III OFFICE /WAREHOUSE --- DEFINED CHANNELul 3• MIN. 1,000 SF 6,500 SF PLAx VIEW 3• MIN. Y � 1 O - FLOW � - L a FILTER C-1H FF ELEV=746.00 °v1 745.20 SECTION A -A \ ^ 1 + III =III ,,, o X -, 6'-7' a U \ EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. d y i z SECTION A -A v Z ^' : ♦Z�� Q FILTER CLOTH KEY IN 8•-9•: RECOMOB3NDED FOR ENT= PERDWTER .1l • � � V \ 745.50 In FILTER FABRIC O 0:NOTES: I. APRON LINING MAY BE RIPRAP, GROUTED RIPIW, GABION 745.80 745.8Q + n BASIN, OR CONCRETE. ._. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED REINFORCED CONCRETE DRAIN SPACE t 1 74'.O1) ' 4�. - �746:�D f III I -"- WIRE I USING PLATES 3.16-3 AND 3.18-4. • 74 .3 I - � ?' ` s. THAN sroNE DIA�•rsR, BVT NaT SECTION B - B y 46.7 N ^ SOURCE: Adapted from I+! 1latian of S+_*A1I end Fabric Filter t;arriers for Sediment Controt, PLATE 3.05-1 9111111111111111��' p� &19-1 SOURCE: ADAPTED fram 199 Maryland Standards for Sail Kew and Sed'ment Cortirol and Va. mw Plate 3.02-1 O 3.8 g47.00 ,�1 Sherooa k T (� U \**, � w Z O Y 744.55 745,10 745. 4 6.60 � rQ J o U 743.35 2% SLOP ACROSS \ \H PA AN CCESS - '��`p 744 35 747.1 M _ 48.0 9.10 n � O 74) 745.60 747.60 --- .�-�' w O 44.30 PERMANENT STABILIZATION: ALL DISTURBED AREAS NOT PAVED SHALL RECEIVE' o - A MIN. 6 IN. TOPSOIL AND BE SEEDED AS FOLLOWS: DUSM SIM ORANGE do SfE 0 � ;743.00 o Rl1CTUR�_ 200 LBS TALL FESCUE PER AC. o aCL / •r 12 LB. ANNUAL RYE PER AC. PROPOSED STM DRAINAGE & SSE - tw- �7:$5- 74+ LO �' g -- --_ _ --> / �' '� 1000 LBS. 10-20-20 FERTILIZER PER AC. PROPOSED CURB-kamER- - - • • - - N o o p 2 TONS AGRICULTURAL LIMESTONE PER AC O - 2 TONS STRAW MULCH PER AC. DRAINCE FLOW ................. CV ., co N' 745.76 1 - _ / - ' �i / r -� = __--.----- -- -� x ; ; �� PERMANENT SEEDING WILL OCCUR AS THE FINAL PHASE OF CONSTRUCTION �► G- .� ........ - -� Q .. 0 Li - GRADE TO DIVERT GUTTER �' i L'09[ x r` s o PROPOSED GttADE � Q - W � wll / TEMPORARY STABILIZATION: SEEDING TO STABILIZE AREAS LEFT DENUDED FOR Z - O L ' L v L x , - " PROPOSED EASEIr1N AREA • . - • - - - DI ARGE�"t�EMSTING s 2&e-�z x �; , _1_ MORE THAN 7 DAYS, BUT NOT YET AT FINAL GRADE SHALL BE AS FOLLOWS: o M ROADSIDE DITCH , _ sC' �� -- s - �` /� `- 60 LBS GERMAN MILLET PER AC. (MAY THROUGH SEPTEMBER) PROPOSED SILT- FENCE............. SF SF- m C2. W 60 LB. ANNUAL RYE PER AC. OCT08ER THROUGH APRIL \ N W a- w I- M () UIr1ITS Of DISiUR13NJCE LO D Z > w w 450 LBS. 10-20-20 FERTILIZER PER AC. 3 0 � E- W J Q w `' a `- 2 TONS AGRICULTURAL LIMESTONE PER AC z D Q 0 _ I..%uxC.�XI " cn o cn In 2TONSSTRAWMULCHPERAC. EC-z......••--�-•••-Z � SEEDED AREAS TO BE WATERED AND CARED FOR AS NECESSARY TO PROVIDE GRASS o o cii Q EMERGENCE. Roar glum CHECK DAY , RECD o � 0 z Gr9APH/CSCALE ALL SPOT ELEVATIONIS o o Qo 0 30 15 0 30 60 10 SHOWN ON CURB ARE� � � 10 TOP OF CURB UNLESS Of Of NOTED. ( /iV FEET J Q 2 Q O 1 inch = 30 ft. I z o 00 z z cn Q w w N z w 0�: _ _ M , )74PH/C49CALE 30 15 0 30 60 MIMI ( /N FEET J 1 inch = 30 ft. J .J �' 3 O W tY Q O Lod- ofOw Z N aED z 0 z Oo 0Ld0 cn a �o WOW WLi a o n �41 o a- ��WW00 Prune codominant leaders DO NOT prune terminal leader or branch tips 0 Cj Prune rubbing or Q. _ cross branches N � CU Q rn Prune narrow crotch angles •— Q DO NOT stake or wrap and water spouts C � (0 trunk unless necessary -- — — Prune broken branches N U) LO Remove all tags and labels N _0 O Q o Prune suckers o N o `r J Q Cut away all balling ropes 2"-3" mulch kept away from trunk J � �0 0 ' Soil well to contain water � r� c o 0 Remove top of wire basket 0 Ln I__ r` �y fl U H LL UNAMENDED backfill soil •y Partially backfill, water to Widen and score hole wall L q� settle soil, finish backfiliing > tQ � Remove container and cut circling — M Area for water drainage Leave solid soil pedestal - do = cn roots if container —grown, or as much not dig deeper than ball depth p Q) burlap as possible if field grown 4'a a) •a+ C �..� Dig hole 2-3 times root ball width a LLJ 8'-0" Max. 4'x 4" Post 2"x 4" 2" typ _Secure with —1 f —2• typ Aluminum Nails "x 4" 0 w o o z � LO 0 0ck� 0 �2 X �o� 60 2"x 4" 4"x 4" Post 4"x 4" Post 12" Min. 4"x 4" Post i Fill Post Hole with 1 Part Dry Concrete Mix and 1 Part Excavated Soil. Thoroughly Tamp Concrete Mix and Soil to Eliminate Voids. POST SET DETAIL SCREEN FENCE DETAIL TREE PLANTER DETAIL no scale ALL PLANTINGS SHALL CONFORM WITH 165-36B OF THE FREDERICK COUNTY ZONING ORDINANCE. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. PLANTING SCHEDULE 80TANICAL COMMON NAME SIZE SPACING QUANTITY y� ACER RUSRUM RED MAPLE 2" CAL. ® 6" HIGH AS SHOWN 5 OUERCUS PALUSTRIS PIN OAK 2" CAL. 0) 6" HIGH AS SHOWN 6 ILEX CRENATA "HE7Z11" HETZ HOLLY 3 GAL CONTAINERS — 3' HIGH 3' ON CENTER 15 LEYLAND CYPRESS 4' MIN HEIGHT AS SHOWN 4 SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. 14 STEEL REINFORCEMENT BARS ALL FIXTURES TO BE SHIELDED 13 STEEL REINFORCEMENT TIES 0 V-6" O.C. TO PREVENT LIGHT SPILLAGE OFF SITE LIGHT POLE TO BE GALVANIZED STEEL PLAN WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 20 FT. 1' TOOLED E HAND RUB FINISH ON SURFACE OF CONCRETE AND HILL IN VOIDS, SMOOTH FINISH ON ALL EXPOSED CONCRETE SURFACES. FACE OF CURB 8' GALVANIZED GROUT ROD. BOND TO POL #3 STEEL REINFORCE TIES ® 1'-6" O.C. #4 STEEL REINFORCE BARS LIGHT POLE LIGHT POLE BASE MR COVER PLATE NONSHRINK LOAD BEARING GROUT 4NCHOR BOLTS FURNISHED KITH LIGHT POLE. BOLT SIZE °ROJECTION AND BOLT ,IRCLE PER MANUFACTURER'S RECOMMENDATION. V-8" 0 CONCRETE BASE '.V.C. CONDUIT AT 2'-6• 3ELOW GRADE TO PANEL TOTE: ALL UNDERGROUND WIRING 0 BE IN NON-METALLIC CONDUIT NOT TO SCALE FIGHT POLE FOUNDATION DETAIL o& LITHONIA KAD 40OW MH 3-FIXTURE MOUNTING HEIGHT-20' ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF -SITE. 0 or 0 N N O J O V) o CD 6 I f w z ME a ME o Z 0 CD CD � z � w a 0 0 L', w E�U_ �elf LIJ J f— L— U w 3 O LLJ V) Y a 4 to Z O O , WM fi = W w W rL L-Li W LLJ J oV) 0 ME I z z Y cn Q w N z LLJ [if _ 0 U C9 0 U U_ CK QW Z o rn (0 LL_ O Ld Ld 4GR.4PH/C.SCWF 30 15 0 30 60 IN FEET 1 inch = 30 ft. v C CL N `4 U) 0 N N N 8'-0" Max. 4'x 4" Post 2"x 4" 2" typ Secure with --j f --2" typ Aluminum Nails "x 4" 0 W o �o �Cl- 00 � c= �zLn o �CD 0 co GV 2"x 4" 4"x 4" Post 4°x 4" Post 12" Min. 4"x 4" Post 0 i Fill Post Hole with 1 Part Dry Concrete Mix and 1 Part Excavated Soil. Thoroughly Tamp Concrete Mix and Soil to Eliminate Voids. POST SET DETAIL SCREEN FENCE DETAIL Prune codominant leaders Prune rubbing or cross branches DO NOT stake or wrap trunk unless necessary Remove all tags and labels Cut away all balling ropes Remove top of wire basket DO NOT prune terminal leader or branch tips Prune narrow crotch angles and water spouts Prune broken branches Prune suckers 2"-3' mulch kept away from trunk Soil well to contain water UNAMENDED backfill soil Widen and score hole wall A:= Partially backhll, water to settle soil, finish backfilling Area for water drainage Remove container and cut circling Leave solid soil pedestal - do roots if container -grown, or as much not dig deeper than ball depth burlap as possible if field grown Dig hole 2-3 times root ball width TREE PLANTER DETAIL no scale ALL PLANTINGS SHALL CONFORM WITH 165-36B OF THE FREDERICK COUNTY ZONING ORDINANCE. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. PLAjVTING SCHED ULE BOTANICAL COMMON NAME SIZE SPACING QUANTITY IV ACER RUBRUM RED MAPLE 2" CAL. ® 6" HIGH AS SHOWN 5 OUERCUS PALUSTRIS PIN OAK 2" CAL. ® 6" HIGH AS SHOWN 6 ILEX CRENATA "HE.701" HETZ HOLLY 3 GAL CONTAINERS - 3' HIGH 3' ON CENTER 15 LEYLAND CYPRESS 4' MIN HEIGHT AS SHOWN 4 SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. 14 STEEL REINFORCEMENT BARS ALL FIXTURES TO BE SHIELDED 3 STEEL REINFORCEMENT TIES ® 1'-6" O.C. TO PREVENT LIGHT SPILLAGE OFF SITE LIGHT POLE TO BE GALVANIZED STEEL PLAN WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 20 FT. I TAIL; HAND RUB FINISH ON SURFACE OF CONCRETE AND FILL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE SURFACES. FACE OF j- CURB I � 8' GALVANIZED GROU ROD. BOND TO POL #3 STEEL REINFORCE TIES @ 1'-6" D.C. #4 STEEL REINFORCE BARS LIGHT POLE LIGHT POLE BASE WITH COVER PLATE NONSHRINK LOAD BEARING GROUT ANCHOR BOLTS FURNISHED WITH LIGHT POLE. BOLT SIZE PROJECTION AND BOLT CIRCLE PER MANUFACTURER'S RECOMMENDATION. 1'-8' 0 CONCRETE BASE P.V.C. CONDUIT AT 2'-6' BELOW GRADE TO PANEL. DOTE: ALL UNDERGROUND WIRING TO BE IN NON-METALLIC CONDUIT 1 -8. NOT TO SCALE LIGHT POLE FOUNDATION DETAIL ago LITHONIA KAD 40OW MH 3-FIXTURE MOUNTING HEIGHT-20' ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF -SITE. 0 p Qcv N O W V ) o o Z � ME d ME o Z 0 z ~ 0 o a cs " U w N o n W 0 0 LL, w ©EN J G1�IA 23 T Y O J w Z 0Y O O W d' Qto a'_ O W FW-V)Z S 00 V)WC!) N Y Q H 0 W O W LL_ LLJd i af o � of a U Q>'Aj o °fivw0a - W 1= W O W } v co Q. 4* U d � < rn .� r- v Q Q0 O C I U N -0 o (D QC) 0N(D � Q D o�S • > <i 0')* —j d d N c N C o h r- cr> h LL .� O L � y = vi O aD *.a(1) G. w O O N .Q O + W M jrm °— w Q_ W W (LJ J o� U) < M 0 z LL' CD z Y (n Q w W � _ 0 0 U z 4 U 0 U U W HZ O W LL_ O W W P. � lit I F Y-T-SL n .A t tits AgEAi 6iAW rcY• r7 :7C Al at�E nfiT�°°ar ,� � a"_43ti *Ixtt08 5LW ROTES= t T•ris 400 Wxy IT! V`fftCASf C7* 1�ASf N P"A4`. 2, CC+KQ"i to K d .A;S A$ 5F LA55 �i ('L_Ae�, .tea PPIF PWCASf. S. COAWA-'(N �Ck= 4 CUt7A;8. It l M A RAE 3N FEET LO LESS rx0r* FACE 4W C;PSO S*OiLk. 11t PAU PLW IC1 f?ArA& itUMAIP604 CURB 16 CtSt?T�. •.FOf LdE WsTH STAiK.CM .-ORADED iL Ut MAM LXOV, TK OPTCV rLW 7 E APO � Ti TSl'i$L .tHtf AgAT i AC4 Tr tff, r4MrIt Or 1W ], TNtS CURIO VA ' BE c=a..Ei1 VVEN rt-v,art smT@ at 4o Wm fir L;E3s CN OMP& $Kt+RITA"r i PM 45 VM OR AiftAZ' .P lld L t�ittr efts At+E Cxt{E(tail ttArCf CG-3 fitCw9P�.i5. "CIM(DINATION 6" CUR6 & GLTTER vwz;$v.A 0E;,ApJVEW or aa�{ rr1K'+Y FIVE BOTTOM CF TK CLIPT CUTTER tLP, BE C06TRUC E0 I`AP$kL(L TO Tiff SL611 &F si. ?-+1►sE CCLPSE5 PPGVVEE } lA7^eA4 IKPTM OF -P" Ilr1iF t NW, n KIM REVISED ON I-04 GG-8i4! � .s�--� ApptTegntAL ++�c++f.c)r.rA^r rs �cafiiiftn e` rt� L�tns 01' ACV SSIOLE NOUT[ IiE1 EXTEND BEYOM EASTI-1 OR P.KPOSE0 VDOT PIG -DF WAY_ ■017" col (NIPWICt ._ r LIMITS r LMTS5 Or firdurce RL�, CNIBIE ExrSTAvC 09 FfTOPtSEO E7G�kV54CN �&tNti .- 'ai]t�# 0u' SIDEV#&K OA SIOEriALK SPAti c is E41TRA14� _ a 0- ati. 3 -0' teal. L1N NrW-ltrwVt;4!;V E R•_r, 3 N s' ry' >+w. E1tAVStSAI JYit F E S111 'ATEY SPACE S OPE IfMt'AVtt S1►Aft CURB W_iUEED N ACCE9Sj9Lr A&JTE Uf fAL �y ENtRAYwE CUTTER I:rirAvCu Brut: � � �...2•-0-�j( �j FLOIN UNE R, MU73M Or GUTTER ENTWAKE WIDTH EXFANiIOM CtMT DESFRABLE MIWNtAI til MSC LL17E %gAmtAt 12' SECTION F1 EDGE OF PAVEVEitT AIftCf0.*A .E R(VIC M (kEpED AS A GJNTTIVWS SECTION D-D IV UK4SIRIXILD.STABILTRW AM} SLfr RCYSTANT PAT4 COM4=CT'IG ALL AOCES56LE ELEVENTS Or A HALF PLAN � i rACUTY THAT CAN BE APPRCACHEO, ENTERED AND U5ED BY PERSONS YriTN MO&LiTh #A91A,1tWN1S. 1r � .+ueCt3�tr p�auTES � RCH1G ngtivttx_p. . � _ A t4tMRAW S 11gf#V AgMG kE M171H rS AF.QI,NtEb, 01 70 UCX {t-lANC RArfABTX rC ww �Q.uIPsrTD 9�E1Y.4iK SPIiCf CIJ4VEfo:79a'd N r0a or CURB 9patT N4OW& Ct rTER Tit 100.5OnE ---- - SECMN E-E 7` d• i 1` ,cgs_. NIV?1i CLASS 14.E.s.7 COW.c"'��E,IN LlUt)ti r &" at+ at ON T► '�F' a•- AX*1 OA51.' fwi 151ZE 243 StAMAW IS IO WEJQJATED r0 IOW04 TIDE 1pF�� ► XJkTW;* CtRr7 C�JN:rIORATIIDN __.._.—FOR Cup8 AIv1')ttGuutI((f►�0Nty f St Oa � AP(14Vr of GRADE C4ANCE FC1t Rkg Ltil�i * Lr'UTTrB s x IT 7G uAAttAArt itCgEA su ritLlaE w7 +lwtaaA tpr INTERVALS x Y S % rMAXIMIM DECREASE N SLOPE FOR FAST 19' INTERVAL AND SECTION L-E R x Mu" VE,-nASE 1`09 SUICCEED+:r, VrtwLiw IT PuTEgVALS OV 41 STANDARD ENTRANCE GUTTER N2 FOR USE WITH UNIPAVED SPACE BETWEEN CURB & SIDEWALK VIRGHA DEPARTMENT OF TRA04 PORTATI(W 1ED7 $11111R(a I;rr+ D*N SOW A SUMACOG .s rYAriL►AE 9iAIXIS TO K AS I y�+ I R@fAiYltllf mAIDA14 Ta rBt a!S A + w+t 01l llT SHfAlfN aw Pt 1it51 4?1I17� ANp Wirt llfv� ItAy 1X1tTtA4,+t ZYx Aa(.31 �. + y_ �_ ► - ..� OPI►tt7ttMEOK @• Ct}+ICpET£ v"� •E' Me* LA i� SECTION G-C Sr W4 TIN 7rACk SEC71044 A,,,,j F"1,AN ViEW 0 Cf}VSWICY CItAOt 0404t% YfiiM A PA%tMNp1,rC "K MIrN r Ew RAq E t lC"4z"4E 11K tlil► rrlg �rt�f+tON AWT4tpWvArbO "W t)r1rApA7tIdTtC GttAtvt 1�ttt,I�N 1RAtc1G 1trE CtWTN Ibtt =11tud tt & CIS RJJ/r3 t W14 hell Li+ItS CC' Tot ITA01SA Mo OC E'!�( EF SM4,kMR 0R � ram-' /rC41tA${`(r 1Q 7', 1Cl►'M FLrJ1T tnE �'1' 4`trA4r.E' � .,..o ,-r --- �,..,..,� -) ta1IM. Rr1ApAAr ter, • • -"" ^gy- -- Sre. CC, IRIS L-Alb F011 WtIR 4CE3 Iil.I "-'-'-�--,.,. `""• �-- ^� �-�+�• th DAMATDTM1t+ rlrH Y4D1 1'NO,IECtS. PIE D MTV tatoanllc, S'rar :D I/Y iT(Xt ttttftlT "��.., D 1K>ai rf o 'd PAN"CifT 9W.1 BE C II&A70 0' @ESAR+BtE TUR tC '�iAft f TAt6�rr LIK�O Fblt W Ed"T Ei ENfRApiCXti PIMvE T 1tMICN �JiN 9t OKITiECI EWTP.AiCE.i 5�, C 1 ip'�1 A_ A b Ilk 7 '�Cs#`'�►iYK rro CUIDF_LINLS TOR CROOE CHANCE III 'I11d►4 RI■ t t�C r ttltt 1*tt1+Ct�NT MEM D to 1@�M tqM M7T►t SrA�ARb MIRA C V%V1A CC'�IAI�_.t VA711U11 S'(�� 1p 3 up i t4 dE �#/ �1{@ ill Wltm tP� tKMrirABlt 4 trI#I [t1NI1G M Attpll. 'iI_xt rttarrf Tww P-4)D *F00 00 a 3 1t ► `#tAAK1 M R: 1l< fop CRAW lxs" ■[ClY tSrM-eht}p Yf` t >;1I !< 4 R fO �[ i�ttF� U1TW "ft ST FL vtESfr I— 34rr yPgi II9.>f f( 11r+S A�€ 70 I&CAR OWN CaMRKTON or A �Lt111 "ft prawn 16 P4v AVIN 005411% @RAIIAm ACROSS ETK INFIRAl10C- PORTk>Y4 CttTrCR b LsAP . Orr' uATEft. 1 !Sf'1;CttIGAlrpN p#rtptAK# METHOD OF TREATMENT - CONNECTION FOP. STREET INTERSECTIONS AIND COMMERCIAL ENTRANCES V1 G"h (1(PARTIMP11 OF 1111law"COWN REPAVE TO 1 -112 TIMES OR10fNAL 7H/CKNESS 25' %W SIRE CIF 7WAN W CUT TO BE MADE AT 77E 77ME \/ .. • _ :. ` . \ f OF REPLACEMENT // ..,:.- ::: .1, \/\\x Y.D.O,T. 21-A (FULL DEPTH CRUSHED \/\j _ ..' _ - . \� STONE 7YPIG4L) > \1 X1 W� ,0� AORNMIr AWM54LE PA VEMENT REPLACEMENT DETAIL 750 745 740 735 C) w Z Z O c.a EX GRADI—\ PROP GRAD i t y -- pv0 D i _U 0 T CV r� 11 CO C> > + :2: --- - -0 00 O � CD t� it O +O> p � Z STANDARD general bawl 760 755 I 750 745 740 a• select ado] t O.D. CONCRETE CRADLE 4' select eck01 All bac:kflil to be compacted to 95% of ASW DES maximum density. CONCRETE ARCH I 2V seted becl�l B' 9• CONCRETE ENCASEMENT TRENCH & BEDDING -1- aIIU ►'select K*1111 t O.D. SEP 06 EX GRAD W -4 o _ PR P GR DE 1� I I I (!)LL Q I Lu Q — — -- aa�� LLJ ~ fY Pf Im ca +^ N U = Q w fa1 col "'I x z 00 CO Id_ N 0+00 0+50 0+00 0+50 1+00 1+50 2+00 SANITARY SEWER LATERAL PROFILE WATER LINE PROFILE GRAPHIC SCALE 50, 25' 0' 50, 100' 7 INCH = 50 ft. NOR/Z. 1 /NCH = 5 ft. VERT. I- -- L — -� 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. SMALL SIDE JOINT RESTRAINED LENGTH OF PIPE (Ft) LARGE SIDE JOINT PVC DiP 6' 6' to' 12' 6' 8' to' 12' 6' -- 40 60 60 -- 20 40 40 B. — -- 40 60 -- — 20 40 to' -- -- -- 40 -- -- -- 20 _ REDUCER L I L f 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- to- 12' 6' 8' 10' 12' 60 60 80 too 40 40 60 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS 10173 -2- SEP 05 l METER BOX and COVER heeded 21x 41 with metier box top 8' painted bile �dtwat finished 9r>x1e k 5 R 24• 1 meter by 18'-21• F, finished 31stone grade surrourwing box 48' tubing E�e psi with at all connections 12' saddle with stop » 8' min rdn: 12 gauge Insulated copper wire for line saute Side 1' 0°Qa� CaCirm, faPad at 10 (PJ X FlP) C14d4 W intervals with SS insert and MiP plastic plug Skis INSTAL1AIM NOTES: 1. Exact location of meter box rssernby to be approved prior to iruteNafan. 2 Water service crossing sheet: 8) Encase InT diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sklen�a/r, across ft street. to one foot beyond siderndk. b) In" 12 gauge ineulatad copper wire (tor Eno tracing) from core. stop to Into the meter bcoc [wrap wire around oorp. stop; wire to be taped to top of PET at 10 foot intervals; oome up into metar box and temYndlr level with angle bell valve]. 5/8' x 3/4=, 3W AND 1" METER INSTALLATION -7- SEP 06 METER SIZE METER BOX METER BOX COVER 5A x 31V or 3fa' 18 In_ DI& Non Trefic 743 Tralflc A32WT f` 241n DimNon-7re}fio MC30 WITH RML-1 T TndRc (NC 90 (Frame) WfiH i1At-12 T (Top COP'!'rERSEI'TER � t]ppcale Stdo Scone 818' x 314' VBHC72-18VVf}a4.4a-64 1rBt�82.10Nit}�44-a4.134 a!a• vBHcr2-1a�vD-a4-a¢Ba vel-Tca2-t�nv�a-aa�aa 1' 41 - NIA;. r� ✓,'/,YjY,YjYjYjYjYjvjYjYjYj /, /, /, /, /, /, / / / I i In addition to restraining each joint of the tee, (1) any pint Lb 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 through) outlets (LO shall be restrained. A cross shall be restrained per a Lea's requirements for Lb. A wye shall be restrained per a tee's Lr and a 451 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 1 20 1 20 10 X 8 1 20 20 .20 20 RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr I 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 6 20 20 20 20 TEE, CROSS, WYE 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- t0• 12' 6' 8' 10' 12' 90 20 20 40 40 20 20 20 40 45 20 20 20 20 20 20 20 20 225 20 20 20 20 1 20 20 20 20 11.25 20 20 20 20 2p 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS -3- 20F3 SEP 05 flNshad grade 44� Vrdvco, ft. Ag. No. 71BOB with Ild marked 'SEWER bottom sediork— of box sanitary sower rnaln SOR 21 Wye ...4s sDR 2t concrefa 1'$'(Jim x(', C�✓; oorxgae sad pad r- 1 B' dla x 8• deep 4' stone Paneaa Model PA4SV-CSK (4') cast iron dawKxA cap with brass plug having a countersunk square heed $DR 21- cleanout pipe brick base SDR 214W bend !t'stmo bedding SEWER CLEANOUT -19- finished gmde 48• ndn. valve restralned malt 1B'to 2A' 8'x sx 18' sold block (►or velure 12 and larger) Note: this detall Is afso used for butterfly valves GATE VALVE finished DOWN BEND DEATH d ,MIN. (� L 01 Ld DOWN BEND RESTRAINED I ENGTH UP BEND DEPTH �u Vertical offsets contain down and up bends. L 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 UP BEND RESTRAINED LENGTH joint that taps within the recommended length on each side of the fitting shall be restrained (Ld, Lu). RESTRAINED LENGTH OF PiPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT. MIN. 5-12 FT.4 FT.MIN. 5-12 FT. SIZEITYPE DEGREE OF BENDS Ld (DOWN) Lu (UP) SIZE/TYPE DEGREE Of BENDS Ld (DOWN) Lu (UP) 6- PICIVP 45, 22.5 & 11,25 20 20 10' PVC 225 & f 1.25 20 20 e' PW 45 40 20 10' DTP 45, 22.5 & 11,25 20 20 8' PVC 225 & 1115 20 20 12' PVCIDIP 45 40 20 8' DTP 45, 225 & 11.25 20 20 12' PVC 22.5 & 1115 20 20 10' PVC 45 40 20 12' UP 225 & f f.25 20 20 VERTICAL OFFSET RESTRAINED JOINTS -4- 30F3 SEP 05 A�W J0a_,r-,;00_ Z lY� (yowrrO FWFnW0 cnwo(nN — lt- Zto� it0WwRO0 _ c.i U) Q. -4- 0 % � L Q V � � O o I N 01.10 `— Q o � C) CD _J d (0 Q0 C3i CY) _J q) C a Ln OC C c) I— LL U) vi O L A 1.. N t0 O a+ N .� C 0. Ld SE13 06 d Ito W Z O "" �v � J o v p W W O Z ♦- OP O w O 0 0 00 cWLO o o p Z 0 N p (C O Q w W L— O 25� Q z X CD W CD w z z Ld to - Z ] w 1 w v o 0 0 Of IW Q w d 0 cn Ln twin a:: F? L_ w w W f... 0- Cl-0 O O d o a O CIOQ CO UU Li. O t- z Ld O� r� cv C;(n Q w M Z Ld � _ J 0 0 C) L� r rV CONSTRUCTION NOTES doom rA N N 7"M L) L) LP L) GENERAL910TU 1. The contractor shall furnish all materials, labor and egtuipment and perform all work including restoration for the completed installation of the utility systems and all other irmprovements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, ssppecifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurfaoce utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to awoid damage to any utilities. Any damage shall be the contractors responsibility. The contractor shall notify all uttility companies 72 hours prior to construction. Call Miss Utility" 1-800-552-7001. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field b each contractor prior t be innim he work. The i will approve I! sheets. i o t e Engineer w l a o e a cut sh t Y P P 9 9 � P 4. Any unusual subsurface conditions encountered during tthe course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits requirEed of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for approrval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centterline of utility, structure or road, and offset hub elevation. FREDERICK COUNTY SANITATION AUTHORITY 1. The Authority's Water and Sewer Standards and Specificatiions are available at www.fcsa-water.com . 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material':. b) The developer/contractor must: 1. make application and pay deposit 2. mark the tap location 3. coordinate installation with the enginee(ng-assistant. 6. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 7. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the developer's/contractor's responsibility to have thEe 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 be between 18 and 21 inches. d) All components of the meter box assembly shall be ':in proper working order. 8. For water and sewer services that connect to existing limes: 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 %" and 2" water services, the Authority shiall make the tap and bring the piping to the property line. The contractor shall furnish and iinstall the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 9. Any water service line must have a backflow prevention asssembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 10. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly ;shall meet ASSE standard No. 10M or 1047. Radio read remotes are required. . ^. t _.:. -. !, .- ,,. ...u� :�.. : } •_... ai �t� ��: • �. �.. H ...:.. k a -., tit � - - T r�Ev�A.L.L 11/LA �Ir T����A.L I�L�TRI T ,r r F' RI�� C) NTYRu R LOCAL UTILITIES Frederick County Sanitation Authority P.O. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre Allegheny Power 3463 Valley Pike Winchester, Virginia 22604 (540) 722-5852 P.O.C. Cindy Laing Verizon 404 Hillandale Lane Winchester, Virginia 22602 (540) 665-3156 P.O.C. Larry Willingham Adelphia Cable 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667-0364 P.O.C. Brent Lyles VIRGINIA DEPARTMENT OF TRANSPORTATION Shenandoah Gas P. 0. Box 2400 Winchester, Virginia 22604 V1. All work on this project shall conform to the current editions of and latest revisions to the (540) 869-1111 P.O.C. Tim Hockman 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 V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer and Regulations, the most stringent shall govern trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum V2. All construction shall comp) with the latest U.S. Department of Labor, Occupational Safety and density as determined by AASHTO T-99 Method A, within plus or minus 2% of Health Administration (OSHA, and Virginia Occupational Safety & Health (VOSH) Rules and optimum moisture for the full width of any dedicated street right-of-way. At the Regulations. direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies V3. When working within VDOT (ght-of-way, all traffic conttrol, wheather permanent or temporary, of test reports shall be submitted to VDOT daily, unless specified otherwise shall be in accordance with the current edition of VDO)T's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certifiEed in accordance with Section 104.04(c) of V15. VDOT Standard CD and UD underdrains shall be installed where indicated on the VDOT Road and Bridge Specifications. these plans and/or as specified by VDOT. V4 The developer shall be responsible for relocating, at hits expense, any and all utilities, including V16. The installation of any entrances and mailboxes within any dedicated street right - traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility of -way shall meet VDOT minimum design standards and is the responsibility of companies. It is the sole responsibility of the developeir to locate and identify utility facilities or the developer. items that may be in conflict with the proposed constiruction activity. VDOT approval of these V17. Prior to VDOT acceptance of any streets, all required street signage and/or plans does not indemnify the developer from this responsibility. pavement markings shall be installed by the developer or, at VDOT's discretion, V5. Design features relating to field construction, regulations, and control or safety of traffic may be by VDOT on an account receivable basis following the Manual On Uniform subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of Traffic Control Devices. any field revision shall be the responsibility of the devieloper. V18. The developer shall provide the VDOT Residency Office with a list of all material V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT sources prior to the start of construction. Copies of all invoices for materials land use permits for any work within VDOT right-of-way. utilized within any dedicated street right-of-way must be provided to the local V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. 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. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and any undetermined length of time. VDOT requires and sfhall receive 48 hours advance notice prior VTM-10. A certified compaction technician shall perform these tests. Certified to any required or requested inspection. copies of test reports shall be submitted to VDOT daily, unless specified otherwise. V9. The contractor shall be responsible for maintaining adequate access to the project from the In addition to checking stone depths, a VDOT representative shall be notified and adjacent public roadway via a construction entrance thiat is constructed and maintained in the opportunity to be present during the construction and testing of the density accordance with Section 3.02 of the Virginia Erosion amd Sediment Control Handbook. control strip. Furthermore, access to other properties affected by thus project shall be maintained through V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the construction. The Developer shall have, within the limits; of the project, an employee certified by VDOT Road and Bridge Specifications. Density shall be determined using the the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment density control strip as specified in Section 315 and VfM-76. A certified Control who shall inspect erosion and siltation control idevices and measures on a continuous compaction technician shall perform these tests. Certified copies of test reports basis for proper installation and operation. Deficiencies shall be promptly rectified. shall be submitted to VDOT daily, unless specified otherwise. A VDOT V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at representative shall be notified and given the opportunity to be present during the the end of construction. construction and testing of the control strip. V11. All water and sewer lines within existing or proposed VIDOT right-of-way shall have a minimum 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 thirty -six (36) inches cover and where possible be installed under roadway drainage facilities at determine the type and condition of the foundation. The contractor shall report conflict points. findings offoundation exploration to the engineer and VDOT for approval prior V12. Any unusual subsurface conditions (e.g., unsuitable soilis, springs, sinkholes, to placing pipe. Foundation designs shall comply with VDOT Road and Bridge voids, caves, etc.) encountered during the course of construction shall be Standard PB-1. Where soft; yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall immediately brought to the attention of the engineer amd VDOT. Work shall cease be determined by the engineer and approved by VDOT. in that vicinity until an adequate design can be deternnined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval V13. All fill areas, borrow material and undercut areas shall be inspected and approved letter. by a VDOT representative prior to placement and fill. Where CBR testing is required, a VOOT representative shall be present to insiure the sample obtaines is V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these representative of the location. When soil samples are s,,ubmitted to private plans and/or as specified by VDOT, laboratories for testing, the samples shall be clearly idlentified and labeled as belonging to a project to be accepted by VDOT and thrat testing shall be V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed performed in accordance with all applicable VDOT standlards and procedures. 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. n " r n E REVISED: OCTOBER 14, 2005 D RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. ,SHEET INDEX 1 COMER SHEET 2 .SITE LA POUT ,.3 vRADING & SEDIMENT CONTROL PLAN 4 LANDSCAPE AND LIGHTING PLAN 5 UTILITY PROFILES AND DETAILS 6 1 DETAILS EROSION CONTROL 1. Prior to initiating any land disturbing activity, it will be necessary to schedule r.,ri on -site pre -construction meeting with public works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to issuance of the land disturbance permit for the subject project 2. Contractor to contact the public works department to schedule the requirc;i itin and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. 3. Prior to release of building permits, the following items shall be completed: a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified as -built of thr subdivision which contains the following items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the as -built which states that the subdivision has been constructed in accordance with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 5. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve (own conditions. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the fire Marshal. Burning of construction debris on site is prohibited 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. OWNER'S CERTIFICATE I hereby certify that the property contained in this Site Plan is with free consent and in accordance with the desires of the undersigned owners, proprietors and trustees, if any. NE E GREG SOWERS P.O. BOX 179 BLOOMERY, WVA 26817 PH # 304-856-3652 117 East Piccadilly Street, Suite 20 Winchester, Virginia 2261 , T» of -j-T 540.67.2139 IF 54 .665. 493 A. MlslowskY. Jrz o CERTIFICATE NO. - v IE 206 4GIST RED PROFESSIONAL ENGINEER _ Date Date Date FIRE LANE SPECIFICATIONS 1. Fire lanes shall be on all plans or drawings, if applicable. 2. Fire lanes are to be a minimum width of 18 feet. 3. Fire lanes shall be designated in either of the following ways: A. Double yellow, six (6) inch lines with approximately three (3) inches between lines shall be used to mark paved areas. B. Painting of curbing yellow. C. By painting of yellow hatch marks of six (6) inches in width with no more than ten(10) inches between hatches on the entire area being designated as a fire lane. 4. Signs shall be twelve (12) by eighteen (18) inches with a white background, with red two (2) inch block letters with the wording, "NO PARKING FIRE LANE Authority of Fire Chief". Any other color combination or wording needs to be approved by the Fire Chief. 5. Signs shall be posted on all corners of the fire lane, and then no further than fifty (50) feet apart along the remaining length of fire lane area. Signs shall be a minimum height of seven (7) feet to the bottom of the sign and a maximum height to the top of sign shall be nine (9) feet. Any other height needs to be approved by the Fire Chief. 6. Any existing markings which will be within the fire lane area after their establishment shall be removed so as not to create confusion. 7. The fire lane shall be maintained on a regular basis to insure these lanes can be easily recognized. Maintenance shall include repainting on lines or curbing, replacement of signs, etc., as deemed necessary by your maintenance personnel or the Fire Department. 8. After the establishment of the cited fire lanes, local law enforcement officers shall enforce these areas clear at all times. 9. Fire lanes elsewhere on site may be required as construction develops. Approved by Frederick County Zoning Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence Site Plan Valid for 2 Years From Date of F C S.A Approval �` Sheet Number 1 of 6 Date Patton Harris Rust & Associates Engineers. Surveyors. Planners. Landscape Architects. PHP117 East Piccadilly Street + Winchester, Virginia 22601 T 540.667.2139 F 540,665,0493 To: Candice Perkins Organ ization/Company: From: Date: Project Name/Subject: PHR+A Project file Number: cc: Candice, Frederick County Plannir Joanne Maidens May 18, 2006 Stonewall Industrial Park 13490-1-0 Sowers Memorandum I've revised the driveway locations around the building per the owners request. Let me know if you have any comments. Thank you, Joanne M AY I q 2006 IV 0 P. CONSTRUCTION NOTES AL GENERAL 1. The contractor shall furnish all materials, labor and (equipment and perform all work including restoration for the completed installation of the utility systems and all other- improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted„ sppecifications for all work to be in accordance with applicable Standards and Construction Specifications of TFhe Vir inia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authoritty and the contract documents. 2. The engineer has attempted to locate existing subsurrface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Cali "Miss Utility" 1-800-552-7001. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall he wok The Engineer will approve all cut sheets. contractor rear to be inmin t work. 'din the field b each o be verified P 9 9 P Y 9 P 4. Any unusual subsurface conditions encountered dunngl the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits regwired of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for apprroval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. FREDRHICK COUNTY SANITATION AUTHORITY 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcso-water.com . 2. The water and sanitary sewer portion of these plans ar(e valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. When an existing water main is topped for the installottion of a new line: a) The Authority shall furnish all labor and materiaal. b) The developer/contractor must: 1. make application and pay deposit 2. mark the tap location 3. coordinate installation with the engineering -assistant. 6. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 7. The Authority's maintenance department shall furnish ancd install all water meters through 2" in size. It is the developer's/contractor's responsibility to have tthe 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 be between 18 and 21 inches. d All components of the meter box assembly shall be! in proper working order. 8. For water and sewer services that connect to existing liines: a) The location of the service lateral is to be coordinaited with the Authority's Engineering Assistant. b An Application for Service must be made and fees 1paid before work will begin. c The Authority shall furnish and install all 5/8", 3/4' and 1" water services. d For all 1 1h" and 2" water services, the Authority siholl make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 9. Any water service line must have a backflow prevention (assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. V015 or 1013. 10. All fire lines shall have a fire service meter assembly amd a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio read remotes are required. VIRGINIA DEPARTMENT OF TRANSPORTATION V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road andl 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 comp) with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA, and Virginia Occupational! Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT (ght-of-way, all traffic control, wheather permanent or temporary, shall be in accordance with the current edition of VDO)T's Work Area Protection Manual. Furthermore, all traffic control floggers must be certifiied in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at hies 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 developerr to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. 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 amd Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control dfevices and measures on a continuous basis for proper installation and operation. Deficiencies; shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determlined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Wlhere CBR testing is required, a VDOT representative shall be present to inswre the somple obtaines is .representative of the location. When soil samples are swbmitted to private laboratories for testing, the samples shall be clearly idemtif(ed and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standmrds and procedures. V14. V15. V16. V17. VI 8. V19. V20. V21. V22. LOCAL UTILITIES Frederick County Sanitation Authority P.O. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre Allegheny Power 3463 Valley Pike Winchester, Virginia 22604 (540) 722-5852 P.O.C. Cindy Laing Verizon 404 Hillandale Lane Winchester, Virginia 22602 (540) 665-3156 P.O.C. Larry Willingham Adelphia Cable 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667-0364 P.O.C. Brent Lyles Shenandoah Gas P. 0. Box 2400 Winchester, Virginia 22604 (540) 869-1111 P.O.C. Tim Hackman 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 VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. 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. 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. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and the opportunity to be present during the construction and testing of the density' control strip. 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. 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. 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. LT6 41 C7J 0,11, ff 'UN &M � 4MY' � K-11 11 ul ri N_ ii" Kv Lo Ing- VMMOVS2000'r, OR s Zon�ex� l�/I1 r Vicinity a Scale 1`_ 1 OW 7 I Piccadilly117 East - 200 Virginia 22601 540.667.2139 RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. SHEET INDEX i COVER SHEET" 2 SITE LAYOUT 3 GRADING & SEDIMENT CONTROL PLAN 4 LANDSCAPE AND L IGHTTNG PLAN 5 UT.LL ITY PROFILES AND DETAILS 6 DETAILS A EROSION CONTROL 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site ,pre -construction meeting with public works staff to discuss the approved erosion and sediment control plan. No pre -constriction meetings will be scheduled prior to issuance of the land disturbance permit for the subject project. 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment control measuers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. 3. Prior to release of building permits, the following items shall be completed: a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified as -built of thr subdivision which contains the following items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the as -built which states that the subdivision has been constructed in accordance with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 5. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. OWNER'S CERTIFICATE I hereby certify that the property contained in this Site Plan is with free consent and in accordance with the desires of the undersigned owners, proprietors and trustees, if any. Date Date Date L GREG SOWERS P.O. BOX 179 BLOOMERY, WVA 26817 PH # 304-856-3652 \11 H OP FIRE LANE SPECIFICATIONS 1. Eire lanes shall be on all plans or drawings, if applicable. 2. fire lanes are to be a minimum width of 18 feet. 3. Fire lanes shall be designated in either of the following ways: A. Double yellow, six (6) inch lines with approximately three (3) inches between lines shall be used to mark paved areas. B. Painting of curbing yellow. C. By painting of yellow hatch marks of six (6) inches in width with no more than ten(10) inches between hatches on the entire area being designated as a fire lone. 4. Signs shall be twelve (12) by eighteen (18) inches with a white background, with red two (2) inch block letters with the wording, "NO PARKING FIRE LANE Authority of Fire Chief". Any other color combination or wording needs to be approved by the Fire Chief. 5. Signs shall be posted on all corners of the fire lane, and then no further than fifty (50) feet apart along the remaining length of fire lane area. Signs shall be a minimum height of seven (7) feet to the bottom of the sign and a maximum height to the top of sign shall be nine (9) feet. Any other height needs to be approved by the fire Chief. 6. Any existing markings which will be within the fire lane area after their establishment shall be removed so as not to create confusion. 7. The fire lane shall be maintained on a regular basis to insure these lanes can be easily recognized. Maintenance shall include repainting on lines or curbing, replacement of signs, etc., as deemed necessary by your maintenance personnel or the Fire Department. 8. After the establishment of the cited fire lanes, local law enforcement officers shall enforce these areas clear at all times. 9. Fire lanes elsewhere on site may be required as construction develops. Approved by Frederick County Zoning Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence Date Site Plan Valid for 2 Years From Date of F.C.S.A. Approval L z � 0 A. Mislowsky, Jr. O CERTIFICATE NO. v 206 4 Q f EGIST�RED ^heet Number of 0"h PROFESSIONAL ENGINEER ®® E, R IE CONSTRUCTION NOTES i IF__\ 71 L)y Vic 39 7 Du 7 GENERAL 1. The contractor shall furnish all materials, Ilabor and equipment and perform all work including restoration for the completed installation of the utility systems an(d all other improvements shown or implied as necessary for the completed facility ready for use. Unless othenwise noted, specifications for all work to be In accordance with applicable Standards and Construction Specificaitions of The Virginia Department of Transportation, Virginia Department of Health, Frederick County SantatRon Authority and the contract documents. 2. The engineer has attempted to locate existting subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractor's respponsibility. The contractor sha111 notify all utility companies 72 hours prior to construction. Call 'Miss Utility" 1-800-552-70(S1. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall The Engineer will approve all cut sheets. r'orr to a innin the work. a En I i he field b each contractor I b be verified n t f 9 9 P Y P P 9 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owneir. 5. Contractor to obtain, at his expense, all ptermits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confinerd to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Enggineeer. for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevattions at centerline of utility, structure or road, and offset hub elevation. FREDERICK COUNTY SANITATION AUTHORITY 1. The Authority's Water and Sewer Standards amd Specifications are available at www.fcsa-water.com . 2. The water and sanitary sewer portion of thesie plans are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrainge for inspection by, the Authority. 5. When an existing water main is tapped for tthe installation of a new line: a) The Authority shall furnish all labor land material. b) The developer/contractor must: 1. make application and pay deposit 2. mark the tap location 3. coordinate installation with the (engineering -assistant. 6. Exact locations of water and sewer services con new lines are to be coordinated with the Authority's Inspector. 7. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the developer's/contractor's responsibiiityr 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 covfer and the coppersetter shall be between 18 and 21 inches. d All components of the meter box assembly shall be in proper working order. 8. For water and sewer services that connect to existing lines: a) The location of the service lateral is to Ibe 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 X" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall ffumish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals;. 9. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE stomdard No. 1015 or 1013. 10. All fire lines shall have a fire service meter mssembly and a backflow prevention assembly (detector double check valve or RPZ, as required). Th(e assembly shall meet ASSE standard No. 1048 or 1047. Radio read remotes are required. VIRGINIA DEPARTMENT OF TRANSPORTATION V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOTF) 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 compl with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA, and Virginia Occupational Safety &Health (NOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, wheather permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controlliers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of tthe developer to locate and identify utility facilities or items that may be in conflict with the proiposed construction activity. VDOT approval of these plans does not indemnify the developer frolm this responsibility. V5. Design features relating to field constructioln, regulations, and control or safety of traffic may be subject to change as deemed necessary by/ VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility, of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Offfice, 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 reqluires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maiintaining 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 Virginiia Erosion and Sediment Control Handbook. Furthermore, access to other properties offfected by this project shall be maintained through construction. The Developer shall have, withiin the limits of the project, an employee certified by the Virginia Department of Conservation ands 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 its achieved and maintained on the site during and at the end 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 where possible be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the (course of construction shall be immediately brought to the attention of the; engineer and VDOT. Work shall cease in that vicinity until an adequate design cam be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtaines is representative of the location. When soil salmples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by WDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. V14. V15. VI 6. V17. V18. V19. V20. V21. V22. LOCAL UTILITIES Frederick County Sanitation Authority P.O. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre Allegheny Power { 3463 Valley Pike Winchester, Virginia 22604 (540) 722-5852 P.O.C. Cindy Laing Verizon 404 Hillandole Lane Winchester, Virginia 22602 (540) 665-3156 P.O.C. Larry Willingham Adelphia Cable 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667-0364 P.O.C. Brent Lyles Shenandoah Gas P. 0. Box 2400 Winchester, Virginia 22604 (540) 869-1111 P.O.C. Tim Hackman 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 VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. 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. 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. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and the opportunity to be present during the construction and testing of the density control strip. 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. 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 P13-1. 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. 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. R3 I I lk�rw� �Y4 -1 - 6 - - M191 RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. ,SHEET INDEX I COINER SHEET 2 SITE LAYOUT 3 GRADING & SEDIMENT CONTROL PLAN 4 LAND5CAPE AND LIGHTING PLAN 5 UTIL/')' PROFILES AND DETAILS 6 DETAILS EROSION CONTROL 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public works staff to discuss the approved erosion and sediment control plan. No pre-construc+ion meetings will be scheduled prior to issuance of the land disturbance permit for the subject project. 2. Contractor to contact the public works department to schedule the required erosion fnd sediment control measures inspections as indicated by the program administrator. If the erosion and sediment control measurers helve been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. 3. Prior to release of building permits, the following items shall be completed: a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified as -built of thr subdivision which contains the following items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the as -built which states that the subdivision has been constructed in accordance with the approved plan. c). Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 5. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. OWNER'S CERTIFICATE I hereby certify that the property contained in this Site Plan is with free consent and in accordance with the desires of the undersigned owners, proprietors and trustees, if any. GREG SOWERS P.O. BOX 179 BLOOMERY, WVA 26817 PH # 304-856-3652 \11 N Op L o �� A. Mislowsky, Jr. o CERTIFICATE NO. - 'U � IGIST(0D5 � PROFESSIONAL ENGINEER -,411 Date Date Date FIRE LANE SPECIFICATIONS 1. Fire lanes shall be on all plans or drawings, if applicable. 2. Fire lanes are to be a minimum width of 18 feet. 3. Fire lanes shall be designated in either of the following ways: A. Double yellow, six (6) inch lines with approximately three (3) inches between lines shall be used to mark paved areas. B. Painting of curbing yellow. C. By painting of yellow hatch marks of six (6) inches in width with no more than ten(10) inches between hatches on the entire area being designated as a fire lane. 4. Signs shall be twelve (12) by eighteen (18) inches with a white background, with red two (2) inch block letters with the wording, "NO PARKING FIRE LANE Authority of Fire Chief". Any other color combination or wording needs to be approved by the Fire Chief. 5. Signs shall be posted on all comers of the fire lane, and then no further than fifty (50) feet apart along the remaining length of fire lane area. Signs shall be a minimum height of seven (7) feet to the bottom of the sign and a maximum height to the top of sign shall be nine (9) feet. Any other height needs to be approved by the Fire Chief. 6. Any existing markings which will be within the fire lane area after their establishment shall be removed so as not to create confusion. 7. The fire lane shall be maintained on a regular basis to insure these lanes can be easily recognized. Maintenance shall include repainting on lines or curbing, replacement of signs, etc., as deemed necessary by your maintenance personnel or the Fire Department. 8. After the establishment of the cited fire lanes, local law enforcement officers shall enforce these areas clear at all times. 9. Fire lanes elsewhere on site may be required as construction develops. Approved by Frederick County Zoning Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence Date Site Plan Valid for 2 Years From Date of F.C.S.A. Approval Sheet Number I of