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Home My WebLink About13-02 Cross Junction Tower (Shared Towers, Inc.) - Gainesboro - Backfile (2)GENERAL NOTES VDOT GENERAL NOTES LEGEND VI C iN I T� MAR Vl. All work on this project shall conform to the latest editions of the Virginia Department of Transportation SC,4LE 1"= 2(d�sa' (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control EXISTING INTERMEDIATE CONTOUR---�-�.-, ,1 - �.a- �t 1. Methods and materials used In the construction of the Improvements herein shall conform to the current Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall be govern. EXISTING INDEX CONTOUR -- - - ID -°°°' 330 r , County construction standards and specifications and/or current VDOT standards and specifications. W 2. Measures to control erosion and siltation, Including detention ponds serving as slit basins during construction, V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration and VOSH Rules and Regulations. PROPOSED CONTOUR _._ _`� '_' � must be provided prior to issuance of the site development permit. The approval of these plans in no wayEXISTING p p �" p pp p EDGE OF PAVEMENT PROP E/P _ - relieves the developer or his agent of the responsibilities contained In the Virginia Siltation and Erosion V3. When working on VDOT right-oF-way, all traffic control, whether permanent or temporary, shall be in PROP05ED EDGE OF PAVEMENT % SITE Control Handbook accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control Flaggers must be certified in accordance the latest Ex u&.x EXISTING CURB AND GUTTER _ __-�_____.____._._._.__ __.___... _..._._.____...____.__ =: 1...; t � • Engineer, Virginia Department Transportation with edition of the 1/DOT Road and Bridge 3. A permit must be obtained from the Office of the Resident of p 9 9 p p Specifications, Section 104Id4-G. PROP C1G ~Yr �i� { , w (VDOT) and Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER : I ,; ti � j o � 4. Approval of this Ian does not guarantee issuance of an entrance permit b VDOT when such permit (s p p 9 p y p V4. the developer shall be responsible for relocating, at his expense, an and all utilities, includin traffic p p g' p y e signal poles, junction boxes, controllers, etc. owned bg VDOT or private utility company. It is the bole CG-6 0 CZ-6R TRANSITION FROM CG-6 TO CG-6R _ 1J i ' = r „G , y �"-' =�- �., l�. A o0 � r, W � > I required under State law. G res onsibilit of the develo er to locate and identif utilit facilities or items, which ma be in conflict with p y p y y y the proposed construction activity. VDOT approval of these does not relieve the developer of this EXISTING TELEPHONE LINE - - "---"~-"--°~-"---------"---�- 1 �� .� _ ;- " =- � a� cd ..� � CO ca � 5. The exact location of all guard rails will be determined b VDOT personnel. "A joint Inspection will be held 9 y p J p with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation plans responsibility. PROPOSED TELEPHONE LINE _____.______..__�___._.-_._.__ j..;r _ . y� ,.- .Lo ' 0, (VDOT) to determine if and where guard rail and/oF paved ditches will be needed. The developer will be g p p V5. Design features relating to field construction, regulations, and control or safety of traffic may be 1 ;� T EX' 5' RC' EXISTING S ORM SEWER _ _ r:�-� -- �_ _. ,. _ ` / Cat x CV responsible for providing guardrail and paved ditches as determined b this joint inspection." Rarer to p p 99 p y J p sub ect to than a as deemed naceasar b UDOT. An additional ex ensa incurred as a result of an field J g y y y p y•'° _ _�_ . ,, �� ` '' CQ W Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. revision will be the responsibility of the developer. PROP. 15" RCP b +41- ; Q I 6. Ana roved set of lane and all applicable permits must be available at the construction site. Also, a pp p pp p v6. Prior to initiation of work the contractor shall be responsible for acquiring all necessary VDOT land use PROPOSED STORM SEWER w G 4 ,CJ p, t representative of the developer must be available at all times. permits for any work on VOOT right-of-way. EXISTING SANITARY SEWER - - - � - -� `' ��OJ C I iN O�M��iON p W X T��l ,� � N w 1. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V�. If required by the local 1/DOT Residency Office, epic- construction conference must be arranged and PROPOSED SANITARY SEWER `) Control Devices (MUTCD). held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility EX15TING ELECTRIC SERVICE PARCEL IDENTIFICATION: TM 18-((A))-38 companies and VOOT prior to initiation of work. S. All unsuitable material shall be removed from the construction limits or the roadway before placing PROPOSED ELECTRIC SERVICE m m embankment. V8. The contractor shall notify the local VDOT Residenc Office when work is to begin or cease For an y g y SETBACKS: FRONT: 60' RA w o o �' 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. undetermined length of time. VDOT will also require 48 hours notice for an Inspection. g q y p V9. The contractor will be responsible For imaintaining adequate access to the from the adjacent EXISTING GAS LINE v �.____.�._....___ _._....___.__.__..___ a CURRENT. ZONING: SIDE: 50' CURRENT USE- SINGLE FA"IILY / VACANT REAR: 50tkO e project PROPOSED GAS LINE ISOPROPOSED USE: UNMANNED COMMUNICATION TOUJER W 10, All roadside ditches at grades of more than 59. shall be paved with cement concrete to the limits indicated public roadway through construction and maintenance of a construction entrance in accordance with the Virginia Erosion and Sediment Control Handbook, $action 3.02. Furthermore, access to other properties PROPERTY LINE on the plans and as required at the field Inspection. affected bg this project shall be maintained through construction. The Developer shall have, within the limits SITE AREA: 96.41 AC 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall of the project, an employee certified bg the Department of Conservation and Recreation to Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures for proper installation FLOW LINE -,. _ -- .. - �► -- . - �. DISTURBED AREA: 10,000 SF LEASE AREA: 10,000 SF be minimum 6" diameter and conform to VDOT standard 55-1. and deficiencies immediately after each rainfall, at lest daily during prolonged rainfall, and weekly when no FENCELINE 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Actt no less than rainfall event occurs. EXISTING POWER POLE one litter receptacle shall be provided at the construction site. ViO. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end EXISTING TELEPHONE 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to of construction. POLE _.) COPY FOR YOUR entering public streets, and it is the contractors responsibility to clean streets, allay duet, and to take Vll. All water and sewer Iinea within existing D or proposed VDOT right-of-way are to have minimum 36" cover EXI5TING WATERLINE W/ TEE -��- °�----- INFORMATION CO whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE -+r 'T� 6 4ti Gy condition at all times. 04 COUNTY of FREDERICK z 0 14. • Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V12. Any unusual subsurface conditions 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 n- PROPOSED FIRE HYDRANT CW G Department of Planning and Development � 5 sewer Imes. Information should also be obtained from the appropriate authority concerning permits, out can be determined by the engineer and approved by VDOT. 540/665-5651 W sheets, and connections to existing lines. EXISTING WATER VALVE""'-°-` '"--w' ""'"' ma FAX: 540/665-6395 15. All sanitary sewers anwater mains and appurtenances urtenances shall be constructed in accordance with the current V13. All fill areas, borrow material and undercut areas shall be inspected and approved bg a VDOT representative prior to placement and Fill. Where CBR testing is required, a VDOT representative shall be PROP06ED WATER METER m January 28, 2002 standards and specifications or Frederick County and/or the Frederick County Public Service Authority. present to insure the sample obtained is representative of the location. When soil samples are submitted to EXISTING REDUCER"""' Iro. The location of existin utilities shown in these plans are taken from existing records. it shall be the g p g private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project which will be accepted by VDOT and that testing shall be conducted according to all applicable PROPOSED REDUCER contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed VDOT standards. STOP 516N Mr. Kamal Doshi prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing Shared Towers, LLC utility verification and the proposed construction. V14. All roadway fill, base, subsurface material and backfill of utll(ty/storm sewer trenches shall be compacted VEHICLES PER DAY COUNT 100 6501 Sandy Knoll Court in 6" lifts to 95% of theoretical maximum density as determined bg AASHTO T-99 Method A, within plus or McLean, VA 22101 11 The developer will be responsible for any damage to the existing streets and utilities which occurs as a minus 2910 of optimum moisture for the full width of any dedicated street right-of-way. At the direction of PROPOSED STREET NAME SIGN result of his construction project within or contiguous to the existing right-of-way. VDOT Inspector, density tests performed by a qualified independent agency shall be conducted as required PROPOSED SANITARY LATERAL CLEANOUT /0_ RE: CUP #18-01 for the Cross Junction Telecommunications Facility in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to 1/DOT prior to final � Property Identification Number 18-A-38 W 18. When grading is proposed within easements of utilities, letters of permission from all involved companies VDOT approval. SANITARY MANHOLE IDENTIFIER 12 O Dear Mr. Doshi: E' -:4 must be provided to Frederick County Public Service Authority prior to issuance of grading and/or site development permits. V15. VDOT Standard CD and LID under-dralins shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 6 This letter is to confirm action taken by the Frederick County Board of Supervisors at their meeting on IS. The developer will be responsible For the relocation of any utilities which is required as a result of his The relocation should be done to construction. V16. The Installation of any entrances and mailboxes any dedicated STORM DRAIN STRUCTURE IDENTIFIER January 23, 2002. Your Conditional Use Permit, #18-01 for a 195-foot-high lattice -type tele- communications facility, was ap,,roved with the following conditions: project. prior within street right-oF-way shall meet VDOT minimum design standards and is the responsibility of the developer. EASEMENT LINE 1. All Zoning Ordinance requirements and review agency comments shall be addressed and complied 20. These plans Identify the location of all known gravesites. Gravesites shown on this plan will be protected 1n accordance with state law. In the event are discovered during construction, the owner and VIT Prior to acceptance b VDOT of an streets, an required street si na a and/or markin a must � with at all times. r� gravasitab pavement y y y q g 9 p g CENTERLINE engineer must be notified immediately. 21. The contractor la to verify field conditions to and during construction and notify Greenway Engineering be installed bg the developer or at VDOT's discretion, by VDOT on an account receivable basis. Stop alrns shall be thirty (30) inches tall with high intenbltg sheating. The bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed a minimum of four (4) feet from the edge of pavement. EXISTING SPOT ELEVATION 2. The tower shall be avaiI.,'JIle for co -locating personal wireless services providers. prior Sign posts shall be of a type found on VD>OT's approved list. A copy of this list may be obtained from the 3. A minor site plan shall be approved by the County. at (540) 662-4185 immediately of any discrepancies between actual Field conditions and the approved plan. District Material Section. Contact the local VDOT Ras(deney Office with any questions regarding sign PROPOSED SPOT ELEVATION 115 3 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard material and placement. EXISTING TREE DRIP LINE ^ �_ �.•� ^-^-^ �._ f~"~' `~'�"'�`}� 4. The tower shall be removed by the applicant or property owner within twelve (1.2) months of abandonment of operation. proctor AA51-ITO-T99, A5T1"I-D698, or VTM-1 as applicable. Density shall be certified by a registered V18. The developer must provide to the local VDOT office a list of all material sources prior to construction. professional engineer and results submitted to Frederick County prior to pavement construction. If a Copies of all invoices for materials within any dedicated street right-oF-way must be provided to the local 5. In the event a telecommunications tower is not erected within twelve (12) months of the approval geotechnica I report has been prepared, it should supersede the requirements in this note. VDOT Residency Office prior to acceptance of the work Unit and total prices may be obscured. of this Conditional Use Permit, then the CUP will be deeded invalid. 23. Contractors shall notify operators who maintain underground utility Ines in the area of proposed excavating V19. Aggregate bases and sub -bases shall be placed on the sub-grada by means of a mochanica I spreader. If you have any questions regarding this action or the site plan approval process, please feel free to call this or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement Density will be determined using the density control strip as specified in VDOT's Road and Bridge office. of excavation or demolition. Names and telephone numbers of the and operators underground utility lines Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these tests. A in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. certified copy of the teat results shall be provided to the Residency Office. In additions to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the Sincerel >_ E- construction and testing of the density control strip. V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road and Z Z Bridge 5pecifications-5actlon 315. Density will be determined using the density control strip as specified in Eri wrence P, CZA Deputy Director E O $ection 315 and 1/TM-16. A certified compaction technician shall perform these tests. A certified copy of ®I I INS �,(J CERTIFICATE the test results shall be provided to the Residency Office. A VDOT representative shall be notified and the opportunity to be during the construction and testing of the control strip. ERL/ch Z O > given present E- 1/21. Approval of these plant shall expire three (3) years from the date of the approval latter. The foregoing Subdivision of the land of Manning 4 Ross cc: Sidney Reyes, Gainesboro District Supervisor W E-H Developers, LLC is with the free consent and in accordance Commissioner of Revenue Engineering Z O Q E� with the desires of the undersigned owners, properties and Mark Smith, Greenway Z trustees if any. 0 Z O � r �j {� I %� 1 C5Tf CON5T \VICT ION NOTE o-Wgc,duWpproval 1Us\CUFs\2002\Cross Junction.wpd �' 0 O W O U V22. Final Location of CG-12 curb ramps shall be determined by VDOT inspector DATE 107 North Kent Street • Winchester, Virginia 22601-5000' M >O CO O 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL W ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. U co Z� 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY. nD I I I I I IFIRE`MAR5PALL 5 NOTE APPROVAL SHEET INDEX Q Q z 0 w 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER Fire lane markings and signage Any No Parking signs and yellow painted curb locations will be installed COVER SHEET 1 SITE PLAN 2 Z METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME AND COVER TO by field inspection at the direction of the Fire Marshall's Office. E & S PLAN & DETAILS 3 � BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL SUBDIVISION ADMINISTRATOR DATE GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE TRIP GENERATION DATA C0 VER SHEET DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. 5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: TH c)p �Z CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING Project Name: Project Number: ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. MARK D. SMITH D B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES. C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING TO NOT APPLICABLE No.022837 CROSS JUNCTION UNMANNFD COMMUNICATION FACILITY 3294 RE D°, ::.:i -)�`, THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY WILL INSTALL THE METER. (UNMANNEDCOMMUNICATIONFACILITY-NOD ILY TRAFFIC) i `�8/ Magisterial District: Date Plan: Day, Year) �'4L of (Month, FEB 2 8 2002 D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. GAINESBORO DISTRICT 02/28/01 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: .''E'PT OEPLANNINGIDEVELOPMENT A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. UTiL ITS' CONT,ACT5 Owner: JEANETTE HOFFMAN Address, Including Zip Code & Telephone No. P 0 BOX 325 B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE WORK PROFESSIONAL SEAL & SIGNATURE BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED. CROSS JUNCTION, VIRGINIA 22602 Frederick County Sanitation Authority Phone: Verizon DATE: February-2002 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. THESE PLANS ARE IN CONFORMANCE WITH P.O. Box 1877 P.O. Box 17398 FREDERICK COUNTY STANDARDS AND Developer: Address, Including Zip Code & Telephone No. 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION ASSEMBLY, AS Winchester, VA. 22604 Baltimore, MD 21297 ORDINANCES. ANY DEVIATION OR CHANGE 6501 SANDY KNOLL COURT DESIGNED BY: DLF REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A REMOTE READOUT IS (540) 868-1061 (301) 954-6282 IN THESE PLANS SHALL BE APPROVED BY SHARED TOWERS, INC. McLEAN, VIRGINIA 22101 CHECKED BY: REQUIRED. Power: Allegheny Power Gas: Shenandoah Gas Co. THE ZONING ADMINISTRATOR PRIOR TO (703) 628-2654 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A RPZ P.O. Box 1458 P.O. Box 2400 Hagerstown, MD 21741 Winchester, VA 22604 Engineer Certifying Plan: Address, Including Zip Code & Telephone No. JOB NO. 3294 BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. A REMOTE READOUT IS REQUIRED. 1-800-654-3317 (540) 869-1111 Greenway Engineering y g g 151 Windy Hill Lane Winchester, VA 22602 MISS UTILITY 1-800-257-7777 (540) 662-4185 SHEET 1 OF 3 CIQ 0 0 Cv Ln m lD C\i o_ r` CV O CD LL- 3 TO 0 0- cn Cll I c1 O Cu ro -.1 i a� c- CD N 3 O p 0 C E E O U C 0 U D U) O L U I V Cv m i D O 7 x W -- -------__ W N//F Z MIC�4AEL 0 ZONED: RA , W USE: RE5IDENTIr4L C to 0IV Junct!�Gross\\ _ 0 W ��- o't _4,0 _ �04 -4r E- _ r �o tao 5A ER ZONE RA / U5E : RE 5 I ENT I AL \ o N/F COLL INS / .--I 5 a ZONED: RA / \ U5E: RE5IDENTI,AL \ " \ N/F GENERAL SITE NOTES: � H FFMAN / 1. ENTIRE FENCED AREA IS TO BE COVERED WITH FILTER FABRIC 6 Co" GRAVEL. 2. FACILITY SHALL BE CONSTRUCTED WITH MATERIAL OF A GALVANIZED FINISH OR \ ZONED: RA Urj SIDENT fL \ PAINTED A NON -CONTRASTING BLUE OR GRAY, UNLESS OTHERWISE MANDATED BY FAA \ / 0 \ A OR FCG REGULATIONS. / TH OF TOWER AREA GRAVEL FAVE1 LENT SECTION NOT TO SCALE \ \ r �" GRAVELDET�4fL TOWER / ` \v \ w � MARK D. SMITH b No.022837 `SOW \ \ x ACCESS W/ 12' CxAT \�✓ s`SIONAL b" SUBBASE VDOT STD. 6R-21A COMPACTED SUBGRADE9 =-1i _-Ti� (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT \ f <_-.- I I (3 SIDES I \ \ VDOT VTM-1 METHOD) . I r \ TOWER SITE I N/F E"-1 I AREA PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 10. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED O ZONE[): RA PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION PVrrrsECT \ / I I •~� '' e, U5E ; RE5 I D ENT IAL \ 10, x 20' GONG. PADS I 46 z WIRE MESH REINFORCING VD.O.T. 4 ROAD AND BRIDGE STANDARDS SECTION 301.04 I R5ED WIC FENCE A B (THIS BIDE ONLY) � b ;. � �:.�+„;_ .;,.: •�., T CLASS A-3 CONCRETE �J T b" BASE 21-A COMPACTED SUBGRADE (COMPACTED TO 959. DENSITY AT OPTIMUM ` ' / \ Z � E-' E-i U) Z MOISTURE CONTENT, VDOT 5TM-1 METHOD) � Q O \ '(7) o CONCRETE FAIR (NOT TO SCALE) / OT x \ \S o I"X4"X4'-&" SLATS, 2-FrNISN NAIL AT TOP AND BOTTOM \� r � -5k4UJNE E CA CO, V 2"X4"X4' BEAMS TOE NAIL TO POST (D C ZONED: RA \\ N/F USE: RE5IDENTIAL �D 5 NNING CO. to 1�1 O 4"X4"X8' P ON D ' �/'�OSTS V ) U5E : 8U5 f NE N T : !Ilk\ \ V 1. PRESERVATIVE STAIN ON ALL WOOD. - `^ - COLOR TO MATCH THAT OF BLDG. - A r" \ 2. FINISHED SIDE OF FENCE SHALL FACE m ADJOINING PROPERTY, IF APPLICABLE. � � DATE: February-2002 � COMPACTED GRAVEL WOOD 51OCKADE PENCE DETAIL 50 \ o 50 too \ \ SCALE: 1" = 50' NOT TO SCALE 5 : 1 = 50 DESIGNED BY: DLF FILE NO. 3162 SHEET 2 OF 3 LL- 0 0 0 N m Ln 0 Cu CD LL- in CD 3 Q cv m CV I 0 y Q) cn a L a) w Un CD r L CD 3 O 0 c E E O U 0 41 U C U) 0 L U Q CV m 0 D CONSTRUCTION OF A SILT FENCE (WITH WIRE S UPPOR T) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW = III II 4 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. "=1 I EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOURCE: Adapted from Installation of Straw and Fabric FUter Barriers for Sediment Control, PfATE. 3.05-1 Shenrood h Truant STONE CONSTRUCTION ENTRANCE GROUND 70' MIN. EXISTING Al 3 PAVEMENT 5:1 FILTER CLOTH 6" MINI AI MOUNTABLE BERM (OPTIONAL) SIDE ELEVATION 70' MIN. T B WASHRACK 10' MIN. (REQUIRED) t ° iEXISTING 7.JI COURSE AGGREGATE . SEDIMENT B TRAPPING DEVICE MUST EXTEND FULL WIDTH OF . OPERATION• FILTER CLOTH REINFORCED CONCRETE SECTION A —A DRAIN SPACE SECTION B—B SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC RESPONSIBLE LAND DISTURBER NAME: GERTIFIGATION #: DATE: THE RESPONSIBLE LAND DISTURBER 15 THE PARTY RE5PON51BLE FOR GARRIN6 OUT THE LAND DISTURBING ACTIVITY A5 SET FORTH IN THE PLANS. Plate 3.02-1 1 LIMITS O� CONSTRUCTION \ v c 1 50 0 ' % 50 100 ✓5G E : 1 " = 50' EROSION AND SEDIMENT GONTROL NARRATIVE GROSS JUNGT I ON UNMANNED GOMMUN I GATI ON FAG I L I TY Description: This project proposes the construction of a new communication tower facility. This project includes the construction of a. proximately 5 concrete pads for a 260' lattice tower and it's mechanical equipmen Existing site conditions: The area to be disturbed under this plan is currently on open field. Adjacent areas: This property bordered on all sides by residential land use In RA zonin One property to the south (adjacent northbound Route 522) is zoned E3�-. Critical areas: There are no unusual or critical areas at this site. Erosion and sediment control measures: Control of erosion and sedimentation for this site shall be achieved by installing the following. I. Gonstruction entrance. 2. Gonstruct Silt fence. 3. Soil stabilization through permanent seeding of any unpaved disturbed areas. Permanent stobIlizotion: Once construction is complete, all disturbed areas not built upon or paved shall be covered with a minimum of four (4) inches of topsoil. Fertilizer, seeding and o blanket of straw shall be applied to the topsoil. 5tormwater management: There is no proposed stormwater management for this project. Maintenance Program: The erosion and sediment control measures installed on the site shall be maintained by performing the following. I. The site superintendent shall Inspect all erosion and sediment control devices after each rainfall and at least dolly during prolonged rainfall. Damaged or deficient controls shall be repaired or improved Immediately. 2 The site superintendent shall inspect dolly the areas construction activity to insure erosion control effectiveness. Additional measures shall be installed immediately where deficiencies are found. 3. Permanent erosion control measures Include the installation of rip rap at storm sewer outfalls and the establishment of grass on exposed surfaces disturbed In the construction process. Erosion and sediment control program I. Hold pre construction meeting on site. 2. Install construction entrance. 3. Installation of silt fence. 4. Grade the site, install concrete pads. 5. After approval by the inspector, remove the temporary control devices and stabilize the areas disturbed during removal. Note: Frederick County retains the right to add and/or modify these erosion and sediment control measures during the construction process, within reason, to ensure adequate protection to the public and the environment. Seeding schedule (loll stabilization): I. Spread topsoil at o minimum depth of four (4) inches. 2. Incorporate pulverized agricultural limestone Into the topsoil at a rate of C12 lbs. per 1,000 square feet (2 tons per acre). 3. Fertilize with 10-10-10 fertilizer at a rate of 23 Ibs per 1,000 square feet (1,000 Ibs per acre). 4. Seed all areas with a seed mix consisting of 61% Kentucky 51 Tall Fescue and 55% Red Top Glover. 5. Mulch all seeded areas with straw mulch applied at a rate of 5,500 Ibs per acre, anchored with cutback or emulsified asphalt applied at a rate of 200 gallons per acre. W W - W o 0200 LO a� 0 CQ00 CD CV oo I rn �> I 0 � W � � W � �,� E- Fw 0 H 5 Ix h A (D wQ,, W Vl w 4040 TH OF 7t tSN' v V-4 o MARK D. SMITH 9 No. 0020in E--+ Q Q E- Z� E- O U z C0 00 �> � Z E.., E � Q E--4 Z Z �D O Ix O O� C+ b r) OU E-' W W U �--� Zw Q Z C7 Q 0 H� 0 w DATE: February-2002 SCALE: AS SHOWN DESIGNED BY. DLF FILE NO. 3294 SHEET 3 OF 3 x GENERAL NOTES VD0T GENERAL NOTES LEGEND VICiNiT'*' MAP � Vl. All work on this project shall conform to the latest editions of the Vrginla Department of Transportation (VOOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control EXISTING INTERMEDIATE CONTOUR------- .> � _ -- -'-""` -`"" ° � SCALE i II = 2000' ~� Regulations and any other state, federal or local regulations applicable. In the event of conflict between �� _ «M, s, F; .,,A ; 1. Methods and materials used in the construction of the Improvements herein shall conform to the current-- h County construction standards and specifications and/or current VDOT standards and specifications. any of these standards, specifications or plans, the most stringent shall be govern. EXISTING INDEX CONTOUR �'� ""-`� "" �3l"� All latest U.S. Occupational Health PROPOSED CONTOUR L - ; W 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, V2. construction shall comply with the Department of Labor, Safety and Administration and VOSH Rules and Regulations. ' 1 must be provided prior to issuance of the site development permit. The approval of these plans in no way _ - _ EXISTING EDGE OF PAVEMENT - PROP E/P ! T relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion Control Handbook. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOTs work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and Bridge PROPOSED EDGE OF PAVEMENT (g� EXISTING CURB AND GUTTER ',%;." ,_ T , p I E I „r 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Specifications, Section 104.04-C. ` m�, r -` -' " -----I PROP CtG- - tA. - - k -_ �e`S" IH::- u � W (VDOT) and Frederick County prior to construction in existing State right-of-way. V4. the developer shall be responsible for relocating, at his expense, any and all utilities, including traffic PROPOSED CURB AND GUTTER ,4w k+.Fi / ' ' ` �''f �' l" i oLO 00 4. Approval of this Ian does not guarantee issuance of an entrance permit b VDOT when such permit is plc p 9 l� y p signal poles, junction boxes, controllers, etc. owned by VDOT or private utility company. It is the sole -6 CG-6R TRANSITION FROM CG4 TO CG-6RN ; stir< l 1` a �w� S - t: /1-4 R fix' ' Cat It required under State law. res onsibilit of the developer to locate and identif utilit facilities or items, which may be in conflict with VDOT these does the developer EXISTING TELEPHONE LINE -----_-.____ ._._-._._.__.-_._.-.__..-__.._.... r` } `'f', 5 ... W co CQ cc) II 5. The exact location of all card rails will be determined b 1/DOT personnel. A joint inspection will be held 9 y p with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation the proposed construction activity. approval of plans not relieve of this res onsibilit . p y PROPOSED TELEPHONE LINE ,. ,:: ., 4 - -.. tr, y ,, 1 . a . _ ` , - „ �' C\1 .• ca u7 1 a) o I (VDOT) to determine if and where guard rail and/of paved ditcJ-es will be needed. the developer will be 1/5. Design features relating to field construction, regulations, and control or safety of traffic ma be 9 9 g y y Ex� ice" ,�-Rrr- EXISTING STORM SEWER - =-i - ; ,, 1 Y' � ct f luy :,,�, :1 .`� "7; x � responsible for providing guardrail and paved ditches as determined by this Joint inspection." Refer to subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field , _-..- _ --- _-= __ : -: _T.- _.___` -'- - �� _ PROP 15RCP''` ,. ` �';� Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. revision will be the responsibility of the developer. ,� PROPOSED STORM SEWER �-+--i 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a developer be V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use EXISTING SANITARY SEWER '��'- - �ROJCT INOi�M�4�lON 4 A.� representative of the must available at all times. permits for any work on VDOT right-of-way. ,� 0 1. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V-1. IF required by the local VDOT Residency Office, a pre -construction conference must be arranged and PROPOSED SANITARY SEWER 6 T�� E- 4a Control Devices (MUTCD). held bg the engineer and/or developer with the attendance of the contractor, various County agencies, utility EXISTING ELECTRIC SERVICE----__�_._____ .___�___�_.__ ____ PARCEL IDENTIFICATION: TM 18-((A))-38 SETBACKS. REQUIRED PROPOSED 8. All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. companies and VDOT prior to initiation of work. Va. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any PROPOSED ELECTRIC SERVICE ESIDE: FRONT: 285' 284'• 2-15' 220 • CURRENT ZONING: RA REAR: 2�5' t, rn o 15 w undetermined length of time. VDOT will also require 48 hours notice for any inspection. EXISTING GAS LINE_.._---_.__,._______,_r__.__.._.___.-.____....---_-___________ 135 • p 9. All sections on the approved are based on a minimum CBR value of 6. CBR values less pavement plans than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. V9. The contractor will be responsible for maintaining adequate access to the project from the adjacent PROPOSED GAS LINE CURRENT USE: SINGLE: FAMILY / VACANT TOWER -NOTE : GU.P.* 18-01 WAS APPROVED WITH A w PROPOSED USE: UNMANNED COMMUNICATION �b 10. All roadside ditches at grades of more than 59. shall be paved with cement concrete to the limits indicated public roadway through construction and maintenance of a construction entrance in accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, access to other properties PROPERTY LINE --- - ^ - A -_� �~ - WAIVER TO THE REQUIRED SETBACKS w on the plans and as required at the field inspection. affected bg this project shall be maintained through construction. The Developer shall have, within the limits SITE AREA: '56.41 AC PROVIDE FOR THE REDUCED SETBACKS of the project, an employee certified by the Department of Conservation and Recreation in Erosion and FLOW LINE DISTURBED AREA: 10,000 5F IDENTIFIED IN THIS TABLE It. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall Sediment Control who shall inspect erosion and siltation control devices and measures for proper installation LEASE AREA: 10,000 SF II be minimum 6 diameter and conform to 1/DOT standard rvB-I. and deficiencies immediately after each rainfall, at lest daily during prolonged rainfall, and weekly when no / `I FENCELINE._�4�.._-,�i-...-._-._.3r�-.-�d.._--_-.__"_�`i'_"-'";dt--_._p(-___. '_..m_ W 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Actf no less than ra tnfa I I event occurs. EXISTING POWER POLE_, one utter receptacle shall be provided at the construction site. V10. Contractor shall ensure adequate drainage to achieved and maintained on the site during and at the end (. EXISTING TELEPHONE POLE �..� NO ENVIRONMENTAL UTILITIES NONE SPECIFIED FEATURES ARE PRESENT 0 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to��.._--R of construction. ON THIS PROPERTY OUTDOOR LIGHTING NONE SPECIFIED a enteringpublic streets, and it is the contractors res onsibilit to clean streets, ally dust, and to take p p y y Vll. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover EXISTING WATERLINE W/ TEE OUTDOOR 5TORAG NONE SPECIFIED a� whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free and, when possible, to be installed under roadway drainage facilities- PROPOSED WATERLINE W/ TEE V11e T s q condition at all times. o t 14. • Notification shall be given to the appropriate utilit com an prior to construction of water and/or santtar 9y p y p y V12. Any unusual subsurface conditions 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 PROPOSED FIRE HYDRANT BUILDING HEIGHT v� 5 p sewer lines. Information should also be obtained from the appropriate authorltg concerning permits, cut can be determined bg the engineer and approved bg VOOT. MAXIMUM = 35' w co sheets, and connections to existing lines. EXISTING WATER VALVE PROP. HEIGHT = SEE ATTACHED G.U.P. a a 15. All santtar sewers and water mains and appurtenances shall be constructed in accordance with the current y pp standards and specifications of Frederick County and/or the Frederick County Public Service Authority. V13. All fill areas, borrow material and undercut areas shall be inspected and approved bg a VDOT representative prior to placement and Fill. Where CBR testing is required, a VOOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to PROPOSED WATER METER ® EXISTING REDUCER "" "t` -" -" - " "' """-"ems" "'""' - COPY FOR YOUR INFORMATION 4tiC�' �oG o U �4 16. The location of existingutilities shown in these plans are taken from existing records. It shall be the p 9 private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project which will be accepted bg VDOT and that testing shall be conducted according to all applicable PROPOSED REDUCER G �.c COUNTY of FREDERICK w A4 contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed p y y g VDOT standards. 73- STOP SIGN Department of Planning and Development v prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing V14. All fill, base, backFill trenches be VEHICLESR DAY CO 540/665-5651 + FAR: 540/ 665-6395 ai 'S utility verification and the proposed construction. roadway subsurface material and of utility/storm sewer shall compacted 100 1-1. The developer will be responsible for any damage to the existing streets and utilities which occurs as a in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 29. of optimum moisture for the full width of any dedicated street right-of-way. At the direction of PROPOSED STREET NAME SIGN -� i March 14, 2002 a result of his construction project within or contiguous to the existing right-of-way. VDOT inspector, density tests performed bg a qualified independent agency shall be conducted as required PROPOSED SANITARY LATERAL CLEANOUT t� 18. When radio is proposed within easements of utilities, letters of permission from all involved companies grading p p p p in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VOOT prior to final VDOT approval. 12 Mr. Kemal Doshi W C-+ d+ be Frederick Service Authority SANITARY MANHOLE IDENTIFIER Shared Towers, LLC q C12 must provided to County Public prior to issuance Of grading and/or site development permits. V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and Further where determined necessary by VDOT Inspector, 6 O19. 6501 Sandy Knoll Court McLean, VA 22101 c j The developer will be responsible for the relocation of any utilities which Is required as a result of his RM STODRAIN STRUCTURE IDENTIFIER project. p The relocation should be done prior to construction. V16. The installation of an entrances and mailboxes within an dedicated street ri ht-of-wa shall meet VDOT y y g y Junction8 Telecommunications Facility RE: CUP #Iy Id for the Cross Number Property Identification Number 18-A-38 minimum design standards and is the responsibility of the developer, i M A EASEMENT LINE ' 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected Dear Mr. Doshi: in accordance with state law. In the event graveattes are discovered during construction, the owner and V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must CENTERLINE engineer must be notified immediately. be installed bg the developer or at VDOT's discretion, by VDOT on an account receivable basis. Stop signs This letter is to confirm action taken by the Frederick County Board of Supervisors at their meeting on sha II be thirty (30) inches tall with high intensity sheeting. the bottom of the sign sha I I be six (6) feet above ! .. ? EXISTING SPOT ELEVATION March 13, 2002. Your request for a revision to Conditional Use Permit, # 13-01 for a 260-foot-high lattice - 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering the edge of pavement and the post shall be Installed a minimum of four (4) feet from the edge Of pavement. g p p 9 p + type telecommunications facility, rather than the 195-foot-high lattice -type tower which was approved on January 23, 2002, was approved with the same conditions: at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. Sign posts shall be of a type found on YDOTs approved list. A copy of this Ilat may be obtained from the PROPOSED SPOT ELEVATION 11S 3 District Material Section. Contact the local VDOT Residency Office with any questions regarding sign 1. All Zoning Ordinance requirements and review agency comments shall be addressed and complied 22. Controlled fills shall be compacted to 135% of maximum density as determined by method "A" per standard material and placement. EXISTING TREE DRIP LINE -r-r---,.-.ti.^•-^-' ^-�-�--^ �� ^ ' - "-` with at all times. proctor AASHTO-T99, ASTM-DroW, or VTM-1 as applicable. Density shall be certified by a registered V18. The developer must provide to the local VDOT office a list of all material sources prior to construction. 2. The tower shall be available for co -locating personal wireless services providers. professional engineer and results submitted to Frederick County prior to pavement construction. If a Copies of all invoices for materials within any dedicated street right-of-way must be provided to the local _. geotechnical report has been prepared, it should supersede the requirements in this note. VDOT Residency Office prior to acceptance of the work Unit and total prices may be obscured. 3. A minor site plan shall be approved by the County. 23. Contractors shall notify operators who maintain underground utllity lines in the area of proposed excavating V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. 4. The tower shall be removed by the applicant or property owner within twelve (12) months of abandonment of operation. or blastingat least two (2) working da e, but not more than ten (10) working da a prior to commencement 9 y 9 y,p Density will be determined using the denslt control strip as specified in VDOT's Road and Bricl a y g y p p 9 of excavation or demolition. Names and telephone numbers of the and operators underground utility lines S ecifieations-Section 304 and VTM-I0. A certified compaction technician sha II perform these tests. A p p p z a • chLAN. ,� 5. In the event a telecommunications tower is not erected within twelve 12 months of the a ( ) approval in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. certified co of the test results shall be provided to the Resident Office. In additions to checking copy p y 9 depths, a VDOT representative shall be notified and given the opportunity to be present during the . ,� f�;, {.�. 's '. �,'v of this Conditional Use Permit, then the CUP will be deeded invalid. E- E- construction construction and testing of the denelty control strip. 3 If you have any questions regarding this action or the site plan approval process, please feel free to call this V20. Asphalt concrete shall be in accordance the latest VDOT's Road ;'{ office. Z Z pavement placed with edition of and Bridge Specifications -Section 315. Density will be determined using the density control strip as specified in Section 315 and VrM-i6. A tedmician these tests. A Sincere �, E-a 0 certified compaction shall perform certified copy Of �Da ®� �' T ZONING MiNiST � �D 5 E � D � the test results shall be provided to the Residency Office. A VDOT representative shalt be notified and the opportunity to be during the construction and testing of the control strip. I I L ,4 ,4T0 I� ® Z p given present E_ V21. Approval these three (3) from the date the letter. Eric erector AICP, CZA Deputy Director W E4 U) of plane shall expire years of approval ERL/ch x-+ Z rJ Q E- Z cc: Mark Smith, Greenway Engineering Sidney Reyes, Gainesboro District Supervisor Commissioner of Revenue �+ Z O � � � O FC64 CONSTRUCTION NOTES ��, 6 � � Jane Anderson, Real Estate W V22. Final Location of CG-12 curb ramps shall be determined by VDOT inspector ZONING ADMINISTRATOR DATE em: George Kriz and Charles Triplett, Gainesboro Planning Commissioners> CO' M O 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. 107 North Kent Street a Winchester, Virginia 22601-5000 - O U W U 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY. I f FIR MAR0r- I,ALL 1S NOTE SHEET INDEX 0 51TE PLANE VALID FOR 5 YEARS Z Q 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. Fire lane markings FROM DATE OF APPROVAL. 4 and signage: "No COVER SHEET 1 � 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER Any Parking" signs and yellow painted curb locations will be installed SITE PLAN 2 Z METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME AND COVER TO by field ins ' inspection at the direction of the Fire Marshall's Office. P E & S PLAN &DETAILS 3 �D BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL CE BETWEENBE WEEN 18 AND 21 METER BOX ASSEMBLY TO BE IN PROPERBAR NCHES;OFANDE4)OALL COMPONENT OF WORKING ORDER. IT IIS HE TRIP GENERATION D�4 T COIER SHEET DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. TH CLASS USE DWELLING UNITS • TRIP RATE TRIP RATE USE VPD 5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING p ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN.-- - MARK D. SMITH Project Name: Project Number: B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES. C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING TO NOT APPLICABLE No.022837 �,Zr� /,�\� CROSS JUNCTION UNMANNED COMMUNICATION FACILITY 3294 THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY (UNMANNE COMMUNICATIO FACILITY -NOD ILY TRAFFIC) �S l! 3/GVAL Magisterial District: Date Plan: (Month, Day, Year) WILL INSTALL THE METER. of D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. GAINESBORO DISTRICT 02/28/01 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. Owner: Address, Including Zip Code & Telephone No. B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE WORK I It U I iLiT'r CONTAC It Oj PROFESSIONAL SEAL & SIGNATURE JEANETTE HOI' FMAN P 0 BOX 325 BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED. CROSS JUNCTION, VIRGINIA 22602 Frederick County Sanitation Authority Phone: Verizon DATE: May-2002 THESE PLANS ARE IN CONFORMANCE WITH 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. P.O. Box 1877 P.O. Box 17398 FREDERICK COUNTY STANDARDS AND Developer: Address, Including Zip Code & Telephone No. 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION ASSEMBLY, AS Winchester, VA. 22604 Baltimore, MD 21297 ORDINANCES. ANY DEVIATION OR CHANGE 6501 SANDY KNOLL COURT DESIGNED BY: DLF REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A REMOTE READOUT IS (540) 868-1061 (301) 954-6282 IN THESE PLANS SHALL BE APPROVED BY SHARED TOWERS, INC. McLEAN, VIRGINIA 22101 REQUIRED. Power: Allegheny Power Gas: Shenandoah Gas Co. THIN ZONING ADMINISTRATOR PRIOR TO (703) 628-2654 CHECKED BY: EAW P.O. Box 1458 P.O. Box 2400 Engineer Certifying Plan: Address, Including Zip Code & Telephone No. 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A RPZ Hagerstown, MD 21741 Winchester, VA 22604 151 Windy Hill Lane JOB NO. 3294 BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. A REMOTE 1-800-654-3317 (540) 869-1111 Greenway g Eng ineerin Winchester, VA 22602 READOUT IS REQUIRED. MISS UTILITY 1-800-257-7777 (540) 662-4185 SHEET 1 OF 3 g oC w +fir+ q,,_• MIGNAIC4.4EL ' ZONED, RA w USE+ RE6CVNTIAL t y s NAN ZONED, RA.� ►USEs 1lE241'IAL \ w o co00 In -A- '► COLLINS � Ph ' 19-A-1 ZONED, RA USE, RE6IDENTIAI- !T a PIN • W-A-32C `\� \ N/F k I I I C H A E L >- � It • `� %� ZONED: RJ�"'h . 00 � 0 p ` �stea �,iL USE: RESIDENTIAL .� Z x'CQ 1 T �� r , rocs ea �; SIN # 18--3,4 �, met w SITE r — \ Jv�ct; 4� U E: IWINE6 ZONED` RA ,a LEAbIE! N� �..7(3 U6�'NW�D !� AREA HOfNL4N ZONEDs RA UbEs REbIDENnAL ` • > i. U O PIN • 16-A-99 16 -A-3� ; ` � � N � • a4 s> .. \ •� � o W� ZONED: RA SE: RESIDENT[ L Li �CANNI 00. NEDs A Imo, RE61�IAL / / FIN *` 19 — �4 — —1 z �; PIN • I6-A-,3 ,nIN *-A-4I ♦ ` z o Z Q /� IL SHAUNEE CANMMG W. ZONEDS RA O�_I/ H PIN • ID-A-44A N /F / PIN # 1 S - ,4 - 3 S `16.� a W 80UND�fi�"' SGNE1"f�4TIC (NOT TO 5CALE) C:OL.L.INS / � �♦ �,, 0 7 //�� ZONED: RA USE: RESIDENTIAL PIN # 18 — A — 32 C � �� / 0 -'v p w GENERAL SITE NOTE5: 0;�' W 1, ENTIRE FENCED AREA 15 TO BE COVERED WITH FILTER FABRIC o ro" GRAVEL. 2, FACILITY SHALL BE CON5TRUCTED WITH MATERIAL OF A GALVANIZED FIN15H OR '' j5 PAINTED A NON -CONTRASTING BLUE OR GRAY, UNLESS OTHERWISE MANDATED BY FAA Q i11 / OR FGG REGULATIONS. 3. A ro' STOCKADE FENCE WILL BE REQUIRED ON ANY SIDE OF THE TOWER FACILITY'S � �q / Tr Q) TOWER PAD 517E THAT 15 VISIBLE FROM ADJACENT ROADWAY5 AND RESIDENCES. �F(, 4. THE INGRESS/EGRESS EA5EMENT FOR THE ACCE55 ROAD SHALL BE RECORDEDp UPON COMPLETION OF ACCE55 ROAD CONSTRUCTION. r LEASE AGREEMENT WILL BE STATED A5 FOLLOW5: M RK D. SMITH v / I Ejj' N_o. 022837 ZL-1, 0�" TOUJEfR 4FE,4 GfRAVEL F>AVE1 LENT SECTION ♦ qccc � �sslo NOT TO SCALE G,4 NoT 6 ` NAL ro" C3FRA VE L DETAIL s �e \ 6" SUBBASE VDOT STD. GR-21A �, -'q / / si FR TNFiG 7' l � R/� o'- f"'I =1 I I —I I i—III—I I I—IIEll III—III—III—i 11= COMPACTED SUBGRADEc i_ITI—ITi—ITi—ITI—ITi-1 i I-1 i I-1Tt-1 (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) � l �e No �R N01=1=1`1�4N � --- -c '0e, �acoFss rRro CON", PvM SECT qi NS ZONED: RA PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF ID. 501E TEST USE: RESI ,% D i0 6e IAA z OF THE BUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED ® Rs /� �r"ig PIN :0 -A— O, J O PAVEMENT 5ECTION THICKNESS PRIOR TO CONSTRUCTION. \\fir y (uip E> WIRE MESH REINFORCING VD.O.T. �w> ` E-' E. ROAD AND BRIDGE 5TANDARD5 SECTION 3OIZ4 \ 1 CLA55 A-3 CONCRETE (o S /(_ ' 44 c BASE 21-A ° COMPACTED 5UBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT, VDOT 15TM-1 METHOD) %� �� 284 �•/ Z w CONCFZETE FAD � / / z p ~Q cj Q4 (NOT TO 5CALE)`) � � Err -4 z I"X4"X4'-8" SLATS, 2-FINISH NAIL AT N 1• W 0.2m "'� �� `— _ — TOP AND BOTTOM v 2"X4"X4' BEAMS, TOE NAIL TO POST N ''nn V1 ` T"T A W l E E CANNING I NG CO.o 125" � "XS' ` ^ ON � D • �� 4"X4 POSTS NOTES: N SE : RESIDENTIAL T�T11 V — SNAUJNEE CANNING CO_ PIN # 18— —4 DATE: May-2002 ; I. PRESERVATIVE STAIN ON ALL WOOD. � — COLOR TO MATCH THAT OF BLDG. TII II-1 IIT 50 0 50 100 `^`� +-�`^ 5"5 SCALE: 1" = 50' 2. FIN15PED 51DE OF FENCE SHALL FACE I v^� I ADJOINING PROPERTY, IF APPLICABLE. oo - o 1 FIN IN # 18-)4- DESIGNED BY: DLF GOMPACTEDGRAVEL = SGALE: 1" = 50' (o' WOOD STOGK,4DE FENCE DETAIL FILE N0. 3162 NOT TO SCALE SHEET 2 OF 3 CONSTRUCTION OF A SILT FENCE (WITH WIRE S UPPOR T) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. -� I Intl III FLOW =III 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH 4 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. III G FLOW =1 � EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC — - o1(141 ` =I rrrr_--" I I I I F- - SOURCE: Adap ated from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 SherwoM k 1 nd STONE CONSTRUCTION ENTRANCE GROUND 70' MIN. A FILTER CLOTH — 6" MIN. I Al SIDE ELEVATION 70' MIN. B WASHRACK F- (REOUIRED) EXISTING PAVEMENT 5.1 MOUNTABLE BERM (OPTIONAL) 10' MIN. • 1N. 12 MIN. EXISTING at PAVEMENT at ............ '--FT - -�& I t I ' VDOT #1 I ~� POSITIVE DRAINAGE 10' MIN. COURSE AGGREGATE B TO SEDIMENT TRAPPING DEVICE • MUST EXTEND FULL WIDTH INGRESSOF AND EGRESS OPERATIONPLAN VIEW SECTION A —A REINFORCED CONCRETE DRAIN SPACE SECTION B—B SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC RE5PONSI BLE LAND DISTURBER NAME: GERT F GATION #: DATE: THE RE5PON5 BLE LAND D15TURBER 15 THE PARTY RE5PON5 BLE FOR GARB I N6 OUT THE LAND D 15TURB I N6 AGTIV TY A5 5ET FORTH IN THE PLANS. Plate 3.02-1 v \I t L ih11 rg OF \ , CONSTRUCT1c►N,4 0 50 100 SCALE: 1" = 50' / ER05I ON AND 5ED I MENT CONTROL. NARRATIVE GRO55 JUNGT I ON UNMANNED GOMMUN I GAT I ON FAG I L I TY Description: This project proposes the construction of o new communication tower facility. This project includes the construction of a. proximately 5 concrete pads for o 260' lattice tower and it's mechanical equipmen Existing site conditions: The area to be disturbed under this plan is currently on open field. Adjacent areas: This property bordered on ail sides by residential land use in RA zoning. One property to the south (adjacent northbound Route 522) is zoned E32. Critical areas: There are no unusual or critical areas of this site. Erosion and sediment control measures: Control of erosion and sedimentation for this site shall be achieved by installing the following. 1. Gonstru6tion entrance. 2. Gonstruct Silt fence. 3. Soil stabilization through permanent seeding of any unpaved disturbed areas. Permanent stabilization: Once construction is complete, all disturbed areas not built upon or paved shall be covered with o minimum of four (4) inches of topsoil. Fertilizer, seeding and o blanket of straw shall be applied to the topsoil. Stormwater management: There is no proposed stormwater management for this project. Maintenance Program: The erosion and sediment control measures installed on the site shall be maintained by performing the following. I. The site superintendent shall inspect all erosion and sediment control devices after each rainfall and of least daily during prolonged rainfall. Damaged or deficient controls shall be repolred or improved immediately. 2 The site superintendent shall inspect daily the areas construction activity to Insure erosion control effectiveness. Additional measures shall be Installed immediately where deficiencies are found. 3. Permanent erosion control measures include the installation of rip rap of storm sewer outfalls and the establishment of grass on exposed surfaces disturbed in the construction process. Erosion and sediment control program 1. Hold pre construction meeting on site. 2. Install construction entrance. 3. Installation of silt fence. 4. Grade the site, install concrete pads. 5. After approval by the Inspector, remove the temporary control devices and stabilize the areas disturbed during removal. Note: Frederick Gounty retains the right to add and/or modify these erosion and sediment control measures during the construction process, within reason, to ensure adequate protection to the public and the environment. Seeding schedule (soil stabilization): 1. Spread topsoil of o minimum depth of four (4) inches. 2. Incorporate pulverized agricultural limestone into the topsoil at o rate of c12 Ibs. per 1,000 square feet (2 tons per acre). 3. Fertilize with 10-10-10 fertilizer of o rate of 23 Ibs per 1,000 square feet (1,000 Ibs per acre). 4. Seed all areas with o seed mix consisting of 67% Kentucky 31 Toll Fescue and 33% Red Top Glover. 5. Mulch all seeded areas with straw mulch applied of o rate of 3,500 Ibs per acre, anchored with cutback or emulsified asphalt applied of o rate of 200 gallons per acre. Z W UJ WCQ O co LO co CQ Qi a) c� N Cc CO � � O Zx �C\2 UJ Q o Lo H w t` rn O O bD o W � 075 0 H I A 0 E- Q OF D MARK D. 5MITN v No. 002mmg � �� 4 smv o U) 1—i N W Q E- Z� d O Uo Z Q Ems-+ O Co � O O E-� W O C�6 �D O w DATE: MAY-2002 SCALE: AS SHOWN DESIGNED BY: DLF FILE NO. 3294 SHEET 3 OF 3 GENERAL NOTES VD0T CENERAL NOTES LEGEND VIC IN i T"'r MAP � VI. All work on this project shall conform to the latest editions of the Virginia Department of Transportation EXISTING INTERMEDIATE CONTOUR-----•---•.�...- „ SCALE 1 = 2000 ['--� (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control n _-------""-' .� 1• Methods and materials used In the construction of the Improvements herein shall conform to the current Regulations and any other state, federal or local regulations applicable. In the event of conflict between - --m -- -- ;_,CIO EXISTING INDEX CONTOUR `�• "" '` p County construction standards and specifications and/or current VDOT standards and specifications. any of these standards, specifications or plans, the most stringent shall be govern. ---- I V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health PROPOSED CONTOUR 2. Measures to control erosion and siltation, Including detention ponds serving as silt basins during construction, Administration and VOSH Rules and Re Regulations. 9 EXISTING EDGE OF PAVEMENT E` E/��_.______ must be provided prior to issuance of the site development permit. The approval of these lane in no way p p � p pp p y PROP E/P relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion p g p 9 Control Handbook. Y3. When working on VDOT right-of-way, all traffic control whether permanent or temporary,shall be to 9 9 y- - p accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with the latest edition Of the VDOT Road and Bridge PROPOSED EDGE OF PAVEMENT ___�____. ________-_ _ . _.___.___. EXISTING CURB AND GUTTER ----------___._____.__ __._-___ � �-, •CV' SITE a z ;'r. !,' IF,' ] 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation (VDOT) and Frederick County rior to construction in existing State rieht-of-way. Specifications, Section 104.04-C. PROP CKx PROPOSED CURB AND GUTTER0 V1 'W 1': 1 , `kl o V4, The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic -b CO 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is signal poles, unction boxes, controllers, etc. owned b VDOT or rivets unlit company. It is the sole 9 p J y p y TRANSITION FROM CG-6 TO CG-6R � `' `'• l required under State law. q responsibility of the developer to locate and identify utility facilities or items, which may be in eonFliet with -'` �'��CD N C\2 CO 5. The exact location of all guard rails will be determined b VDOT personnel. "A joint Inspection will be held 9 y p J p with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation the proposed construction activity VDOT approval of these plans does not relieve the developer of this responsibility. EXISTING TELEPHONE LINE - PROPOSED TELEPHONE LINE•__-.___.__._----,-.----_------__. Gr , . ,, rk ,t .,! �• -� � � � ;�:, S, �. �.,�} � ,. ;'' } �' ` cd a •~ ��`-.• I rn (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be „ V5. Deei n features relatln to field construction, re ulationa, and control or aafet of traffic ma be X. 1�`!r EXISTING STORM SEWER �'� ` ```Y. yw h' ' 'f l_. : u,� "� +. ,. ., x in CQ responsible for providing guardrall and paved ditches as determined by this Joint inspection. Refer to subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field�., 15 RCP = L `, ;- __ 1 W o Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. revision will be the responsibility of the developer. PROPOSED STORM SEWER - b o of 6. An be Also, �, `n approved act of plans and all applicable permits must available at the construction site. a V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use EXISTING SANITARY SEWER T - � �- -w -�-�� PROJECT INFOR1„1ATION p representative of the developer must be available at all times. permits for any work on VDOT right-of-way. �✓ � � H � 1. UJarning signs, markers, barricades or flagmen should be In accordance with the Manual on Uniform Traffic V1. If required by the local VDOT Residency Office, a pre -construction conference must be arranged and PROPOSED SANITARY SEWER Control Devices (MUTCD), held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility EXISTING ELECTRIC SERVICE --------- --F- ------__..____._.__..__.__._._. PARCEL IDENTIFICATION: TM 18-((A))-38 5ETBACKS: REQUIRED PROPOSED 8. All unsuitable material shall be removed from the construction limits of the roadway before placing embankment, 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 PROPOSED ELECTRIC SERVICE FRONT: 285' SIDE: 2"15 2 ®'• CURRENT ZONING: RA REAR: 2i5' N a�i o a� �' 9. All the based CBR 6. CBR less undetermined length of time. VDOT will also require 48 hours notice for an Inspection. g q y p _,______.__.._-,_____-______ J__--__„--__-_...__,_--,._.-.__,___,._,.____-. EXISTING GAS LINE 135 • SINGLE FAMILY / ro 9 pavement sections on approved plans are on a minimum value of values than 6 will require revised pavement section prepared b Greenwa Engineering and approved b the owner. q p p p y y 9 9 pp y V9. The contractor will be responsible For maintaining adequate access to the project from the adjacent p g eq p J J PROPOSED GAS LINE CURRENT USE:: VACANT •NOTE: C.U.P" 18-01 WAS APPROVED WITH A r w PROPOSED USE: UNMANNED COMMUNICATION TOWER Vn public roadway through construction and maintenance of a construction entrance in accordance with the WAIVER TO THE REQUIRED SETBACKS TO P 10• All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, access to other properties PROPERTY LINE PROVIDE FOR THE REDUCED SET5ACK5 on the plans and as required at the field Inspection. affected by this project shall be maintained through construction. The Developer shall have, within the limits SITE AREA: 96.41 AC IDENTIFIED IN TH15 TABLE of the project, an employee certified by the Department of Conservation and Recreation to Erosion and FLOW LINE �- .-.- ..--�- ..-- -.. - -•- DISTURBED AREA: 10,000 SF 6 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall Sediment Control who shall inspect erosion and siltation control devices and measures for proper installation LEASE AREA: 10,000 SF be minimum 6" diameter and conform to VDOT standard 58-1• and deficiencies immediately after each rainfall, at lest daily during prolonged rainfall, and weekly when no FENCELINE ---' �"---__,�.-' - - -'�'- -' w 12. Construction debris shall be containerized to accordance with the Virginia Litter Control Acti no less than rainfall event occurs. EXISTING POWER POLE_ 0 one litter receptacle shall be provided at the construction site. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end EXISTING TELEPHONE POLE L� NO ENVIRONMENTAL FEATURES ARE PRESENT UTILITE5 NONE SPECIFIED � 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment rior to p q gp of construction. ON THIS PROPERTY OUTDOOR LIGHTING NONE SPECIFIED a entering public streets, and it to the contractors responsibility to clean streets, allay duet, and to take V11. All water and sewer lines within exiatin or proposed VDOT rl ht-of-wa are to have minimum 36" cover g p p g y EXISTING WATERLINE W/ TEE OUTDOOR STORAGE NONE SPECIFIED Q whatever measures are necessaryto insure that the streets are maintained in a clean, mud and dust free and, when possible, to be Installed under roadway drainage faeflitiea. PROPOSED WATERLINE W/ TEE z condition at all times. o CD 14, • Not(fication shall be Ives to the appropriate unlit com an prior to construction of water and/or sanitary gy company p y V12. Any unusual subsurface conditions encountered during the course of construction shall be immediately rk brought to the attention of the engineer and VDOT. UM shall cease in that vicinity until an adequate design PROPOSED FIRE HYDRANT C� BUILDING HEIGHT v) S 'p sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE - MAXIMUM 35' w _� Cd a sheets, and connections to existing lines. PROP. HEIGHT = SEE ATTACHED G.U.P. 15. All sanitar sewers and water mains and appurtenances shall be constructed in accordance with the current 9 pp standards and specifications of Frederick County and/or the Frederick County Public Service Authority. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained 1s representative of the location. When Boil samples are submitted to PROPOSED WATER METER ® �--- �- EXISTING REDUCER �""'°�'°'" - COPY FOR YOUR INFORMATION GK CO 4.` G O 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project which will be accepted by VOOT and that testing shall be conducted according to all applicable PROPOSED REDUCER p COUNTY of FREDERICK w - A. contractors responaibtittg to verify the exact horizontal and vertical location of all existing utilities as needed VDOT standards. STOP SIGN ' J Department of Planning and Development N prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing V14. All fill, base, backfill trenches be VEHICLES PER DAY COUNT 100 540/665-5651 a FAX: 540/665-6395 rn utility verification and the proposed construction. roadway subsurface material and of utility/storm sewer shall compacted i-7. The developer will be responsible for any damage to the existing streets and utilities which occurs as a in b" lifts to 9596 of theoretical maximum density as determined by AASI-ITO 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 PROPOSED STREET NAME SIGN March 14, 2002 a c\t result of his construction project within or contiguous to the existing right-of-way. VDOT inspector, density tests performed by a qualified independent agency shall be conducted as required PROPOSED SANITARY LATERAL CLEANOUT 18. UJhen radin to proposed within easements of utilities, letters of permission from all involved companies g g p p p p in the VDOT Road and Bridge Specifications. A copy of all testa shall be submitted to VDOT prior to final VDOT approval. 12 Mr. Kemal Doshi E, oW � d' SANITARY MANHOLE IDENTIFIER Shared Towers, � must be provided to Frederick County Public Service Authority prior to issuance of grading and/or site LLC C] development permits. V15. VOOT Standard CD andl UD under -drains shall be installed where indicated on these plane and further where determined necessary by VDOT Inspector. STORM DRAIN STRUCTURE IDENTIFIER O 6501 Sandy Knoll Court McLean, VA 22101 in 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. p The relocation should be done prior to construction. V16. The installation of an entrances and mailboxes within an dedicated street right -of -wag shall meet VDOT y y g y RE: CUP #1y Id for the Cross Junction Telecommunications Facility Property Identification Number 18-A-38 minimum design standards and is the responsibility of the developer. � EASEMENT LiNE 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected Dear ivir. Doshi: in accordance with state law. In the event gravesites are discovered during construction, the owner and V11. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must CENTERLINE engineer must be notified immediately. be installed by developer s on the dlo er Or at VDOT'discretion, b VDOT t receivable basis. Stopsigns y on an account recevaasgns This letter is to confirm action taken by the Frederick County Board of Supervisors at their meeting on be thirty (30) inches tall with high intensity sheeting. the bottom of the sign shall be six (6) feet above EXISTING SPOT ELEVATION i7,.;� March 13, 2002. Your request for a revision to Conditional Use Permit, # 18-01 for a 260-foot-high lattice - type telecommunications facility, rather than the 195-foot-high lattice -type tower which was approved on 21• The contractor 1s to verify field conditions prior to and during construction and notify Greenwag Engineering the ecl a of pavement and the post shall be installed a minimum of four (4) feet from the edge of pavement. the g p p g p Sign posts shall be of a type found on VDOT's approved list. A copy of this list may be obtained from the + PROPOSED SPOT ELEVATION 3 January 23, 2002, was approved with the same conditions: at C540) 662-4185 Immediately of any discrepancies between actual field conditions and the approved plan. District Material Section. Contact the local VDOT Residency office with any questions regarding sign 115 1. All Zoning Ordinance requirements and review agency comments shall be addressed and complied 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard material and placement. EXISTING TREE DRIP LINE with at all times. proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered V18. The developer must provide to the local VDOT office a list Of all material sources prior to construction. 2. The tower shall be available for co -locating personal wireless services providers. professional engineer and results submitted to Frederick County prior to pavement construction• If a Copies of all invoices for materials within any dedicated street right-of-way must be provided to the local _. geotechnical report has been prepared, it should supersede the requirements in this note. VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. 3. A minor site plan shall be approved by the County. 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. 4. The tower shall be removed by the applicant or property owner within twelve (12) months of abandonment of operation. or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement Density will be determined using the density control strip as specified in VDOT's Road and Bridge of excavation Or demolition• Names and telephone numbers of the and Operators underground utility lines S ecifications-Section 304 and VTM-I0. A certified compaction technician shall perform these testa. A p p p 5. In the event a telecommunications tower is not erected within twelve (12) months of the approval In Frederick County appear below. These numbers shall also be used to serve to an emergency condition. certified copy of the test results shall be provided to the Residency Office. In additions to checking ATE PLC,. "' of this Conditional Use Permit, then the CLIP will be deeded invalid. >_ atone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. rr`:I'a�L�' ••-- � hn If you have an questions re ardin this action or the site Ian approval rocess lease feel free to call this Y any regarding P PP process, -,��;. � V20• Asphalt concrete shall be in accordance with the latest edition VDOT's Road and T U 0`� office. pavement placed of Bridge Specifications -Section 315. Density will be determined using the density control strip as specified in Section 315 VTM-16. A technician these teats. A Sincere E- ® and certified compaction shall perform certified copy of ��®YID BY THE ZONING the test results shall be provided to the Residency Office• A VDOT representative shall be not[fied and the opportunity to be during the construction and testing of the control strip. ,4DMiN15Ti��4T0� sw Z given present E- E, V21. Approval of these shall expire three (3) from the date of the approval letter. Eric . awrence AICP, CZA Deputy Director 0 plans years �.., Cw ERL/ch �+' Z U 1�21 E- f�/ cc: Mark Smith, Greenway Engineering Sidney Reyes, Gainesboro District Supervisor Commissioner of Revenue Jane Anderson, Real Estate �i Z 0Z-, 0 D �D �+ 0 0 FC64 CON5 TRUC T ION NOTES C/ D ®� w U V22. Final Location of CG-12 curb ramps shall be determined by VDOT inspector ZONING ADMINISTRATOR DATE em: George Kriz and Charles Triplett, Gainesboro Planning Commissioners >M O CO O 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL 107 North Kent Street •Winchester, Virginia 22fi01-S000 0 U w U ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY. I I c FIRE MAR5HALL i5 NOTE SHEET INDEX W ®z � SITE PLANE; VALID FOR 5 YE:AR5 Q 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. Fire lane markings and signa$e: FROM DATE OF APPROVAL. d � � "No COVER SHEET 1 � �-+ 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER Any Parking" signs and yellow painted curb locations will be installed SITE PLAN 2 Z METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME AND COVER TO by field inspection at the direction of the Fire Marshall's Office. E & S PLAN & DETAILS 3 BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE TRIP GENERP4 TiON 0A T,4 C0 VER SHEET DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. TH CLASS USE DWELLING UNITS • TRIP RATE TRIP RATE USE VPD 5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING p ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. MARK D. SMITH Project Name: Project Number: B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES. C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING TO NOT A PLICABLE No.022837 /,� CROSS JUNCTION UNMANNED COMMUNICATION FACILITY 3294 THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY (UNMANNED COMMUNICATION FACILITY -NOD ILY TRAFFIC) s8/S4L Magisterial District: Date Plan: (Month, Day, Year) WILL INSTALL THE METER. of D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. GAINESBORO DISTRICT 02/28/01 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. Owner: Address, Including Zip Code & Telephone No. B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE WORK UTIL IT'r CONTACT5 PROFESSIONAL SEAL & SIGNATURE JEANETTE HOFFMAN P 0 BOX 325 BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED. CROSS JUNCTION, VIRGINIA 22602 Frederick County Sanitation Authority Phone: Verizon DATE: May-2002 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. THESE PLANS ARE IN CONFORMANCE WITH P.O. Box 1877 P.O. Box 17398 FREDERICK COUNTY STANDARDS AND Developer: Address, Including Zip Code & Telephone No. 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION ASSEMBLY, AS Winchester, VA. 22604 Baltimore, MD 21297 ORDINANCES. ANY DEVIATION OR CHANGE 6501 SANDY KNOLL COURT DESIGNED BY: DLF REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A REMOTE READOUT IS (540) 868-1061 (301) 954-6282 IN THESE PLANS SHALL BE APPROVED BY SHARED TOWERS, INC. McLEAN, VIRGINIA 22101 REQUIRED. Power: Allegheny Power Gas: Shenandoah Gas Co. THE ZONING ADMINISTRATOR PRIOR TO (703) 628-2654 CHECKED BY: EAU) P.O. Box 1458 P.O. Box 2400 Engineer Certifying Plan: Address, Including Zip Code & Telephone No. 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A RPZ Hagerstown, MD 21741 Winchester, VA 22604 151 Windy Hill Lane JOB NO. 32,54 BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. A REMOTE 1-800-654-3317 (540) 869-1111 Greenway Engineering Winchester, VA 22602 READOUT IS REQUIRED. MISS UTILITY 1-800-257-7777 (540) 662-4185 SHEET i OF 3 Z W 11"HC46AEL uj U6E= I�QE6DtDETfTi.4L "" � PM • 16-A-36A ..� s N* NIF DENTIAL ♦ COLLN6 ` u6EPh Ill m s * I uw o '0 cv co ZOE6C RA U6Ef RE61DETiiIAL w � �' ;. . PIN • I-A-32C \ \� 1" (I 044E L �� cv Postec' ZONED: RA CO 0 S USE: RESIDENTIAL 1 �> Z x "� Tall CrosC peed PIN # 18-A-35A 13 4-A /M/tph I o - \srrE o . NSF tjwg QO PN I6-A-96 AREA .{ZONEDr RA q. u6E= W-60VMALr. --._ ftb Q) 0 I6-A-36 rwaft N/F G w v� o + •� 5 4<E R F Vz ZONED: RA SE: RE51DENTI L o ��RA6 co. D` RA ums RE60DUTA.- / ` (�O PIN # 19 — J4 — -1 Z � ; PM ' WA-41 f Nif � i-fL � z O Q �- 6114AUNEE GAMlMG CO. �► ZONED, RA • sr, � O u6Er "pi PIN 16-A-44A N/F / PIN # 1 S - A - 3S ``'�� U (y 80UND,4R�' SCNEr «TIC (NOT TO SCALE) COLLINS / w I ZONED: IRA USA: R S(D NT(AL �\M1/ � �.�. 1' {��'7 11'' C) � GENERAL SITE NOTES: PIN # 18-A-32C ly- I, ENTIRE FENCED AREA IS TO BE COVERED WITH FILTER FABRIC 6 (o" GRAVEL. 2, FACILITY SHALL BE CONSTRUCTED WITH MATERIAL OF A GALVANIZED FINISH OR O E ,, � 0 `r PAINTED A NON -CONTRASTING BLUE OR GRAY, UNLESS OTOERW15E MANDATED BY FAA ��Q\� cv OR FCC REGULATIONS. 3. A <o' STOCKADE FENCE WILL BE REQUIRED ON ANY SIDE OF THE TOWER FACILITY'S ire@Cry TOWER PAD SITE THAT IS VISIBLE FROM ADJACENT ROADWAYS AND RESIDENCES. / \ OFF 4. THE INGRESS/EGRESS EASEMENT FOR THE ACCESS ROAD SHALL BE RECORDED UPON COMPLETION OF ACCESS ROAD CONSTRUCTION. \ f LEASE AGREEMENT WILL BE STATED AS FOLLOWS: r M RK D. SMITH / 1 E351 No. 022837 TOWER AF,E,4 GRAVEL FAVEi LENT SECTION � A NOT TO SCALE qc� �sF r ` I Gq s� F � s10 11 (0'' �R,4UEL DETAIL 2 O 1 �q / (3 Ts fi�NC� \ Tree C the IImo�,, 6" SUBBASE VDOT STD_ GR-21A40, i(� liI (I I liI I liI I l I liI I I ITt I I liI I l I l-Tl 1 11i1 l l l i (CDE OMPAC E D TO 9SUBG5 A DENSITY AT OPTIMUM MOISTURE CONTENT vDOT VTM-I METHOD) N/F / F,+. '0 , NpT f•,e /0e4 S C 1-101=1=1"1 /� N T l V PVMTSECT soar 6 Tq/Hs `` l 0, ZONED: RA 44 PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 10. SOIL TESL OF TOE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED / 4s U,5E - RE S I D e4R8 i0 e, # I AL O.J PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. y _ _ �Tk/s � �j� (N o f F O �--1 O / Y�'- r E-1 E- WIRE MESH REINFORCING VD.O.T. ROAD AND BRIDGE STANDARDS SECTION 301.04--x/ �� Z E. U1 4� Z Z - • ..::: .::..•`.: ...• :. GLASS A-3 CONCRETE S �/ _ \ a 0 Q O (24 �6" BASE 21-A 0 / W o x COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT, VDOT BTM-1 METHOD) 284 �.J � ` rO� CONIC F,ETE FAD � � � / (j rx (NOT 70 SCALE) � � � ` I"X4"X4'-8" SLATS, 2-FINISN NAIL AT TOP AND BOTTOM {� N W 1•� ' - 2"X4"X4' BEAMS, TOE NAIL TO POST v N/F HAUJNEE CANNING CO. � �n 1�5" 4"X4"X8' POSTS ` ZONED: : RA NOTES: N/F SE: RESIDENTIAL � 4'-0" i' HAUJNEE CANNING CO. FIN # 18-A-41 : RA DATE: May-2002 1. PRESERVATIVE STAIN ON ALL WOOD. COLOR TO MATCH THAT OF BLDG. II11- e 50 0 50 100 : S � 2. FINISHED SIDE OF FENCE SHALL FACE I oo , I o ADJOINING PROPERTY, IF APPLICABLE. ` (N # 1 a- — SCALE: 1" = 50' :1 �� C,OMP`°''EL SGALE: I �� = SOS ♦ DESIGNED BY: DLF I WOOD 5TOGK,41DE FENCE DET4IL FILE N0. 3162 NOT TO 50CALE SHEET 2 OF 3 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT)? 1 �w 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. IIIIII'� III �_ 111111l 4 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. G FLOW ��III I I —1 I EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PiATE. 3.05-1 Sherwood k T and STONE CONSTRUCTION ENTRANCE GROUND 70' MIN. B WASHRACK A10' MIN. (REQUIRED) _ I 12' MIN. — VDOT #1 1 COURSE AGGREGATE B " MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION REL.rvn Lu VI RLIG UMAIN JYA\.L ~� POSITIVE DRAINAGE TO SEDIMENT iTRAPPING DEVICE PLAN VIEW SECTION A —A 10' EXISTING PAVEMENT T 10' MIN. SECTION B—B SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC RE5PON51 BLE LAND DISTURBER NAME: GERT FIGATION #: DATE: THE RE5PON51BLE LAND D15TURBER 5 THE PARTY RE5PON5 BLE FOR GARRIN6 OUT THE LAND D15TURB N6 AGT V TY A5 5ET FORTH IN THE PLANS. Plate 3.02-1 t L IMI'tg OF: \ ' CONSTR CTlONN \ �\ may. � •�f, ,�'' 0 50 100 M now EROSION AND SEDIMENT GONTROL NARRATIVE GROSS JUNGTI ON UNMANNED GOMMUN I GATT ON FAG I L 1 T'r Description: This project proposes the construction of a new communication tower facility. This project includes the construction of approximately 5 concrete pads for a 260' lattice tower and it's mechanical equipment. Existing site conditions: The area to be disturbed under this plan 15 currently an open field. Adjacent areas: This property bordered on all sides by residential land use in RA zoning. One property to the south (adjacent northbound Route 522) is zoned E32. Critical areas: There are no unusual or critical areas of this site. Erosion and sediment control measures: Control of erosion and sedimentation for this site shall be achieved by installing the following. I. Construction entrance. 2. Construct Silt fence. 5. Soil stabilization through permanent seeding of any unpaved disturbed areas. Permanent stabilization: Once construction is complete, all disturbed areas not built upon or paved shall be covered with a minimum of four (4) inches of topsoil. Fertilizer, seeding and a blanket of straw shall be applied to the topsoil. 5tormwater management: There is no proposed stormwater management for this project. Maintenance Program: The erosion and sediment control measures installed on the site shall be maintained by performing the following. I. The site superintendent shall inspect all erosion and sediment control devices after each rainfall and at least daily during prolonged rainfall. Damaged or deficient controls shall be repaired or improved immediately. 2 The site superintendent shall inspect daily the areas construction activity to insure erosion control effectiveness. Additional measures shall be installed immediately where deficiencies are found. 3. Permanent erosion control measures include the installation of rip rap at storm sewer outfolls and the establishment of grass on exposed surfaces disturbed in the construction process. Erosion and sediment control program : I. Hold pre construction meeting on site. 2. Install construction entrance. 5. Installation of silt fence. 4. Grade the site, install concrete pads. 5. After approval by the inspector, remove the temporary control devices and stabilize the areas disturbed during removal. Note: Frederick County retains the right to add and/or modify these erosion and sediment control measures during the construction process, within reason, to ensure adequate protection to the public and the environment. seeding schedule (loll stabilization): I. Spread topsoil at a minimum depth of four (4) inches. 2. Incorporate pulverized agricultural limestone into the topsoil at a rate of C12 lbs. per 1,000 square feet (2 tons per acre). 3. Fertilize with 10-10-10 fertilizer at a rate of 23 Ibs per 1,000 square feet (1,000 Ibs per acre). 4. Seed all areas with a seed mix consisting of 67% Kentucky 31 Tall Fescue and 35% Red Top Clover. 5. Mulch all seeded areas with straw mulch applied at a rate of 3,500 Ibs per acre, anchored with cutback or emulsified asphalt applied at a rate of 200 gallons per acre. CD Z W W W o 01 ,n 00 Cv CV � O co C\l CO �; 1 W�Q) Q� w�� 0 r, G Lo� '2 X Hw t` rnCl) 01 O O V N G � 0 H 0 61 MARK D. 5MIT4 No. 002009 �4n d W Q Q � E— Z� N O Z E-i C� z Ix z0 � �o O � � 0O O co 0 H O w DATE: MAY- 2002 SCALE: - AS SHOWN DESIGNED BY: DLF FILE NO. 3294 SHEET 3 OF 3