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Home My WebLink About10-02 White Tail Lane Telecommunications Facility - Gainesboro - Backfile (2)r _ v'9�.nH�iR . PL9'^.4[Y�Pftfl^i'3R.m.n...m+unv.:w.w..aII�L" ll' .,. .V4S9Z^_"+...ry.....:vf�lSnAOaT!6•c. '.' _i:.^-• ••••-�••^••^•.F.T6iM!EkID� m'..•••--r�^nkP3'41F.`.:PldrtflfC].3n�aNP wFlT^�Aerti14F:S9PoaPDYt4FAt2r' ia. _:.5151llLTmaOs::v ...-,rv�aAx.��gat'.1w.".mtFn*.r.18ML:iM1'N.�xia 1r 1 CPyVERAL WOES .ae.. ».. • 'Jf�H91St'4"CiW.xFifGv"vII'lvx.....ttt 4vinafP�sex...tn.*.a5�'s_s+zFtelbira::a:2n.+m)C.".: .+ rvG-F. -.rIA Q�IDHFAiT,9R[f..TMi KBOT CE��EAWES -. .. .0.:e,S4J�P,SittaC.4Ef'3...=: TB:i#eCI+: . a ..'St��?s�.T®PLLIT.'.5 � .••.w;, -. :.'. ,xmawlm.-mom c' I�S[�IDSTF:>. -, 9o5P0diPIIG1^'r +, ..a038Ifi'et > -.w .'r,�t'Im S. . MFTiffiRGr..=i S.CC6IY . J:DII9[eA.4 �.�06"uS F I ' Z'@dd�.. � VICINITY MAP C`1�.SP .SRC'. '105 ... Vl. All work on this project shall conform to the latest editions of the Virginia Department of + Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and EXISTING INTERMEDIATE CONT 33 1. Methods and materials used in the construction of the improvements herein shall conform to the current im rove P Sediment Control Regulations and any other state, federal or local regulations applicable. In the EXISTING INDEX CONTOUR 330 f W County construction standards and specifications and/or current VDOT standards and specifications. event of conflict between. any of these standards, specifications or plans, the most stringent shall he W govern. PROPOSED CONTOUR 40 EX E�P 2. Measures to. control erosion- and siltation, including detention pouds- serving as silt mains during construction, � V2. All construction shall complywith the latest U.S: Department of Labor, Occupational Safety and . EXISTING EDGE OF PAVEMENT must be provided prior to issuance of the site development permit. The approval of these plans in no way Health Administration and VOSH Rules and Regulations. PROP E/P relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT Control Handbook. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall EX C&G EXDSTiNG CURB AND GUTTER 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation be in accol-darree with the current- edition of VDOT's .Pork area protection manual. Furthermore, all C&G W N traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and PROP (VDOT) and Frederick County prior to construction in existing State right-of-way. Bridge Specifications, Section 104.04-C. PROPOSED CURB AND GUTTER , 0 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is u4 The creverQper shall . l� respansible fer relaea-flog; at his- expense, an a:r�ci aI>_. utilides; including Y CG-6 CG-6R TRANSITI01� FRD1� C�- fi. TO_ CG-s� r 01 It I required under State Iaw. traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility company. It is a) c� N 00 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held the sore responsibility of the developer to locate and identify utility facilities or items, which may Y P Y y Y EXISTING TELEPHONE LINE 3• LO with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation be in conflict with the proposed construction activity. VDOT approval of these plans does not PROPOSED TELEPHONE LINE T T °�.° 1 °' 0 1 (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be relieve the developer of this responsibility. EX. 15" RCP' ,- � x `� responsible for providing guardrail and paved ditches as determined b this joint inspection." Refer to P P g g P Y j P V5. Design features relating to field construction, regulations, and control or safety of traffic may EXISTING STORM SEWER -- W °' Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of PROP. 15" RCP -� .� -+ 1 d r 0 6. be the Also, any field revision will be the responsibility of the developer. PROPOSED STORM SEWER - �r [ An approved set of plans and all applicable permits must available at construction site. a 1� J a,`n representative of the developer must be available at all times. P Pe V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT EXISTING SANITARY SEWER _ 0 land use permits for any work on VDOT right-of-way. PROPOSED SANITARY SEWER 7. Warning signs, markers, barricades or flagmen. should be. in accordance. with the. Manual. on Uniform Traffic Control Devices (MUTCD). V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged EXISTING ELECTRIC SERVICE 8. All unsuitable material shall be removed from the construction limits of the roadway before placing and held by the engineer and/or developer with the attendance of the contractor, various County srrd VDE}T to initiation PROPOSED- ELECTRIC SERVICE embankment. ages, utility ccmparries prior- of work. N ar 0, 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less V8. The contractor shall notify the Iocal VDOT Residency Office when work is to begin or cease for EXISTING GAS LINE G any undetermined length of time. VDOT will also require 48 hours notice for any inspection. t than 6 will require revised pavement section prepared b Greenway Engineering and approved b. the owner. q P P P Y Y �� PP Y PROPOSED GAS LINE 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated V9. The contractor will be responsible for maintaining adequate access to the project from the r w adjacent public roadway through construction and maintenance of a construction entrance in PROPERTY LINE on the plans and as required the field inspection. accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, FLOW LINE -� - -® - - -®- PR.Q�L�CT INFORMATION 11. All springs shall b€ capped and Biped to try nearest storm sewer manholes. or curb. islet. The pipe shalt access to other properties affected by this project shall be maintained through construction. The be minimum 6" diameter and conform to VDOT standard SB-1. Developer shall have, within the limits of the project, an employee certified b the Department of P P ]Y P FENCELINE * # * # * # # x Conservation and Recreation in Erosion and Sediment Controlwho shall. inspect erosion and siltation 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than control devices and measures for proper installation and deficiencies immediately after each rainfall, EXISTING POWER POLE PARCEL IDENTIFICATION: TM 19-A-27 one litter receptacle shall be provided at the construction site. at lest daily during .prolonged rainfall, and weekly when no rainfall event occurs. hh EXISTING TELEPHONE POLE V Z 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and CURRENT ZONING: RA SETBACKS: REQUIRED: PROPOSED: Z entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take at the end of construction. EXISTING WATERLINE W/ TEE Z whatever measures are necessaryto insure that the streets are maintained in a clean, mud and dust free VI 1. All water and sewer lines-withifr existing- er- proposed VDGT right-o€-way are- to- have mitrirr um PROPOSER WATER NE, W/ � • `T` � CURRENT USE: VACANT FRONT: 22fl' FRONT: 41$' Q - condition at all times. PROPOSED USE: UNMANNED COMMUNICATION FACILITY SIDE: 210' SIDE: 434' 0 Q 36" cover and, when possible, to be installed under roadway drainage facilities. 14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary PROPOSED FIRE HYDRANTC�t REAR: 210' REAR: 1223' I- sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut Any during e course oconstruction s V12. Aunusual subsurface conditions encountered durithe ttihall be SITE AREA: 138.1944 AC W sheets, and connections to existing lines. imrxiediately brought to the attentinA of the engineer and VIIQT_ Work shall cease in, vicinity. EXIS-TONG WATER VALVE DISTURREa- AREA: 20,000 S-F (3 until an adequate design can be determined by the engineer and approved by VDOT. LEASE AREA: 10,000 SF U 15. All sanitary sewers and water mains and appurtenances shalt be constructed in accordance with the current PROPOSED WATER METER IX standards and specifications of Frederick Count and/or the Frederick Count Public Service Authority. p Y / Y Y V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT EXISTING REDUCER NO ENVIRONMENTAL W 0- representative prior to placement and fill. Where CBR testing_ is required, a VDOT representative ARE 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the shall be present to insure the sample obtained is representative of the location. When soil samples PROPOSED REDUCER ON THIS PROPERTY OUTDOOR 1_IC-PTING NONE SPECIFIED N Z contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed are. submitted to private laboratories for testing, the samples shall be clearly identified and labeled � O prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing as belonging to a project which will be accepted by VDOT and that testing shall be conducted STOP SIGN OUTDOOR STORACsE NONE SPECIFIED AIR TRAFFIC CONTROL LIGHTING WILL BE m utility verification- and the proposed construction- according to all applicable VDOT standards. � E'ER_ DAY COUNT 10Q PROVIDED AS RFQUl>ZED 1 Y REGMNAL � 17. The developer will be responsible far any damage to- the existing streets and utilities which occurs as a V1.4. All roadway fill,. base,. subsurface material and backfill of utility/storm sewer trenches shall be PROPOSED STREET NAME SIGN- -+- AIRPORT AUTHORITY. 5UILDING NEIGPT result of his construction project within or contiguous to the existing right-of-way. P g g g Y compacted in 6' lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method PROPOSED SANITARY LATERAL CLEANOUT -� ®' MAXIMUM = 35 A, within plus or minus 2% of optimum moisture for the full width of any dedicated street W I8. When grading is proposed within easements of utilities, letters of permission from all involved companiesY• right-of-wa At the direction of -VDOT 'Inspector, density tests performed b -a qualified sP Y P Y PROP. NEIC;HT = SEE ATTACHED G.U.P. E- ' must be provided to Frederick County Public Service Authority prior to issuance of grading and/or site independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A SANITARY MANHOLE IDENTIFIER 12 Q development permits. copy of all tests shall be submitted to VDOT prior to final VDOT approval. tt 19. The developer will be responsible for the relocation of- any utilities which is required- as a result of his Vl . VDOTT Sta'rrdard CD- and Ua under -drains shall be- installed where- indicated an these plates anfl STORIL DR= STRUCTURE WMIFIE-- project. The relocation should be done prior to construction. further where determined necessary by VDOT Inspector. 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall EASEMENT LINE in accordance with state law. In the event gravesites are discovered during construction, the owner and meet VDQT minimum design_ standards and is the responsibility of the developer_ CENTERLINE engineer must be notified immediately. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement EXISTING SPOT ELEVATION 12.0 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering markings must be installed by the developer or at VDOT's discretion, by VDOT on an account _ at (540) 662-4165 immediately of any discrepancies between actual field conditions and the approved plan. with hinten i et y sheeting The receivable basisStop" signs_ shall be_ thirty (aG1 inches tall- whigh- PROPOSE$ SPOT ELEVATION 7r5l bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on EXISTING TREE DRIP LINE proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered VDOT's approved list. A copy of this list may be obtained from the District Material Section. professional engineer and results submitted- to Frederick County prior to pavement construction. If- a Contact the local VDOT Residency .Office with any questions regarding sign material and placement. geotechnical report has been prepared, it should supersede the requirements in this note. V18. The developer must provide to the local VDOT office a list of all material sources prior to 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating construction. Copies of all invoices for materials within any dedicated street right-of-way must be or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices be may obscured. of excavation or demolition. Names and telephone numbers of the and operators underground utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical E- spreader. Density will be .determined using the density control strip as specified in VDOT's Road and Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these tests. A certified. copy of the test results shall be provided to the Residency Office. In additions to UJ U checking stone depths, a VDOT representative shall be notified and given the opportunity to be Z present during the construction and testing of the density control strip. U V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road H � Z and Bridge Specifications -Section 315. Density will be determined using the density control strip as E- E- specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. A certified eapy of the- test results shell be provided to the Resid-eir Office: A VDOT representative- '-' '> shall be notified and given the opportunity to be present during the construction and testing of the J control strip. V21. A�ovaal- of these plans shall- expire three, (3- - years- from- the. date of the approval letter. q L SITE PLAN U� O �:) O �' 0 O U r� NOTES �rrpkUCI FCS`A- CONS ON �r�ES .I V22. Final Location of CG-12 curb ramps shall be determined by VDOT inspectorLA -ROVED 0 W IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED . T ,, : ;, U W U ADD,LTIONALLY MEET ALL REQUIREMENTS_ OF THE_ FREDERICK COUNTY SANITATION. A_UTHORITY._ 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY. FIRE MARSHALL S NOTE APPROVED BY THE ZONING ADMINISTRATOR SHEET INDEX 3. EXACT LOCATIONS- OF WATER- ARID- SEWER- SERVICES- ARE TO- BE COOK-Di-NATED- WITH THE AUTHORIITY'S- INSPECTOR: Fire lane markings and sign age: ` �� 1 COVER SHEET �L��Z i .✓ CS 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER Any No Parking signs and yellow painted curb locations will be installed 2 SITE PLAN Z METERS THROUGH 2" IN SIZE. :BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME AND COVER TO b field inspection at the direction of the Fire Marshall's Office. Y p ZONING ADMINIST ATOR DATE 3 E & S PLAN & DETAILS BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL SITE- PLAN VALID FOR 5- YE-ARS- FROM- DATE' O-F APPROVAL. GRADE OF THE LOT; 3) THE DISTANCE 13ETWEEN THE TOP OF THE COVER AND YOKE BAR BE 13ETWEEN 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 VElti SHEET DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER Bf}X ASSEMBLY NSTALLED CORRECTLY. �f CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD �f 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-mject Name: Project Number.- ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. '---- MARK D. SMITH 13. THE AUTHORITY SHALL FURNISH AND IN -STALL ALL, a/8", 3/4" AND, 1" WATER SERVICES.C. NOT A PL IGABLE 'S Na. 0j228/31�7%/ � WHITE' TAIL LANE UNMANNED COMMUNICATION FACILITY 3295 FOR ALL I RNISH & INSTALL SHALL THE♦, PRDPERTYF; UNE_ THCONTSERVICES, BAC_TOR IE- TO FU THE THE MMETER- VAULT AS MAIAKE THE TAP AND R,Y PIPINGG THE TvTHE_ A.IITHORO (UN" FANNED TOWER NO f'ROP05ED DAILY TRAf=FiC) Magisterial District: Date of Plan: (Month, Day, Year) WILL INSTALL THE METER. S ZONAL D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. GAINESBORO DISTRICT 02/11/02�� 6•. WHEN AN EXISTING WAFER MAIN IS TAPPED FOR. THE INSTALLATION OF A NEW LINE: A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. Address, Including Zip Code & No. Owner: g pTelephoneTJEPT ® �1NINGI B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE WORK UTILITY CONTACTS PROFESSIONAL SEAL &SIGNATURE CYPRESS STREET BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED. MIL BETTY LOCKWOOD MILLINGTON, MARYLAND 21651 Frederick County Sanitation Authority Phone: Verizon DATE: February-2002 THESE PLANS ARE IN CONFORMANCE WITH (410) 928-3418 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} 808-1061 (3041 954-&282 IN TDIES>y PLANS SII-I BE. APPR�I-VM BY SHARED T.OWER�S, L.L.C. McLEAN, VIRGINIA 221Q1 PcEQUI2ED. Power: Allegheny Power Gas: Shenandoah Gas Co. THE ZONING ADMINISTRATOR PRIOR TO 703 893-1571 ( ) CHECKED BY: 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_. 3295 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 1 OF 3 4 K ZZ r � s Iti � Ul LL}=O o o� ISM � J I \ i "- � rNX- — SPROUL. JR (/ / !�E T41L �-'4NF ' `_ i I�-f \ uflt= i�E IDEEN7IALON USE: RESIDENTIAL\ \ �\ > \ /' \ \ / \ ;' Z : RA ZONE: RA \ \ — ` \ P.IN} -A-49 10 Nr 1 / JACKSOM USE: VACANT ZONE: RA PAXO M-"rp, I USE: HUNTING GLIB zoNE: P.IX 19-A 4 COUNTY: IN CARE tW USE, DENTIAL P.ITIO 19-A-51 NiF r \ — _ _ CaE 4TR`F USE: RESIDENTIAL / ZONE: RA 1 P.I1V 19-A-3"I15 WOCeNiF I a RESIDENTIAIII ZONE RA P.IX0 19-A-24 500 0 500 1000 50ALE: I" = 500' TOLUEFR SITE 80UND,4F,*T- SG�4FIATCG 2 0 LINE BEARING DISTANGE LI- N 0&01&'5+" E 1404. b) L2 N 56 °05'21 " E 1842.06' L3 N bc1045'05" E 1320.00' L4 5 OI °0253" A 7c12.00' L5 5 52006'15" I 1813.g6' Lb 5 0700255" E 874.50' L7 5 43001'02" I 122g.83' L& N 5004615' Irk 364.64' Lg 5 Ig°00'40" I 168.33, LIO N 1201224" I 61.06' LII N 2804052" N 23.gg' L 12 N 05 °38'56" I 55.30' L 13 N 20010'04" I 114.&5' L14 N 170273a" I 173.6g' L13 N 21047'23" 14 &5•45 L16 N 2g055'47" I Ig1.22' L 17 N 32 ° 1 g'20" I 2g3.28' L18 N 25°46'02" I 262.57' Llg N 20000'23" I 40.10' L20 5 I4000'40" W 251.04' L21 5 14000'41" I 183.10' L22 N 74044'23" K 627.01' 11 1 1 1 I i I II I N 0 I ( I I I r. I I I r I I II I I E I g I I I 1 I I I I I /f / LEASE / AREA TOWER \ BARBED WIRE FENCE SITE W/12' DOUBLE GATE / / TOWER \ ACCESS X X x LANE I 416' M1-M-1 . X ' 1223' f /l *4' 50 100 19 i N* 1. ENTIRE FENCED AREA IS TO BE COVERED WITH FILTER FABRIC s Coll GRAVEL. 2. FACILITY SHALL BE CONSTRUCTED WITH MATERIAL OF A GALVANIZED FINISH OR PANTED 4, NON,-00N-TRAc;i-TING BLUE OR GiRAY, UNLESS OTHEFWSE MANDATED BY FAA OR FCC REGULATIONS. 3. A (p' STOCKADE FENCE WILL BE REQUIRED ON ANY SIDE OF THE TOWER FACILITY'S TOWER PAD SITE THAT IS VISIBLE FROM ADJACENT ROADWAYS AND RESIDENCES. 4. THE INGRESS/EGRESS EASEMENT FOR THE ACCESS ROAD SHALL BE RECORDED UPON COMPLETION OF ACCESS ROAD CONSTRUCTION. LEASE AGREEMENT WILL BE STATED AS FOLLOWS: "THE EXCLUSIVE RIGHT TO USE AND OCCUPY REAL PROPERTY, APPROXIMATELY /0,000 5OUARE FEET OF LAND, AS APPROXIMATELY DESCRIBED AND SHOWN ON EXHIBIT A,' TOGETHER HI TH NON-EXCLUSIVE EASEMENTS (a) TO PURL IC RIGHT -OF -RYA 1, FOR REASONABLE A66E55; (b) TO THE APPROPRIATE 350URCE5 OF ELECTRIC AND TELEPHONE FACILITIES AB DETERMINED BY LESSEE, (6) FOR PLACEMENT OF ANY 3UPPORTIN6 GUYED k4lRE5 AB REASONABLY DETERMINED BY LE55EE PER GOOD EN6INEER/N6 PRACTICES AND (d) TO MEET FALL ZONE OR SET BACK REG?UIREMENTS (COLLEC TI VEL Y, THE "5I TEV. " GIg5ITE T"�FLGALr FAV ME.gT 5EGT10i4 NOT TO SCALE ro'' GRAVEL DETAIL ro" SUBBASE VDOT STD_ GR 21A it I I f,= I I f,= I I f= I I f= I ll i I I f, ll l ll 1 ll I If= l 1---COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM=1- MET�C Ir PAVEMENT DE513N BASED'ON 4- SUBGRADE CBR DESIG4 VALUE OF 10. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. PYMTSECT WIRE MES% REINFORCING D • ROAD AND BRIDGE STANDARDS SECTION 30104 I— CLASS A-3 CONCRETE 'I, �I�I, `I I I 'I •I, I 'I 'I �I, �I, I �I�I� BASE 21-A COMPACTED- -•D (COMPACTED s - DEN&TY ArT OPTIMUM• - • D•METHOD) GONGfRETE f',4D (NOT TO SCALE) CD W W Z WCV O to to Q w �00 m Z � x I m �c\1 I LON ,d a; r F 40 It caL U 'c' ^' F w of ._ Q) O t� to 0 F3 w z Z Q IL z O z aW 0 N MARKVD SMI fH No.002009 5` E- Z � H� O z ac � p4o ww E-,- � � U W O Ux � wU W Z �w �w Z Z DATE: February-2002 DESIGNED BY. DLF FILE NO. 3295 SHEET 2 OF 3 CONSTRUCTION aF A SILT FENCE (WITH WIRE SUPPOR T) 1. SET POSTS- AN9- EXCAVATE k +"X #" 2. STAPLE WiRE FEN NG T& THE- PASTFY. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. � � G FLOW =i EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOURCE: Adapted from installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 Sherwood & lfvanf STONE CONSTRUCTION ENTRANCE GROUND 70' MIN. EXISTING PAVEMENT 1 Al .31 — 5:1 FILTER CLOTH 6- MINI A I MOUNTABLE BERM (OPTIONAL) SIDE ELEVATION WASHRACK VDOT #1 ~� POSITIVE DRAINAGE 1�IN. COURSE AGGREGATE B TO SEDIMENT TRAPPING DEVICE • MUST EXTEND FULL WIDTH INGRESSOF AND EGRESS OPERATIONPLAN VIEW SECTION A —A REINFORCED CONCRETE DRAIN SPACE SOURCE: ADAPTED from 1983 /Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1 RESPONSIBLE LAND D15TURBER NAME: GERTIFIGATION #: DATE: THE RESPONSIBLE LAND DISTURBER 15 THE PARTY RE5PON51BLE FOR GARRIN6 OUT THE LAND DISTURBING ACTIVITY R5 SET FORTH IN THE PLANS. \ � T LIMITS OF CONSTRUCTION I I ISF 1 CE •I • 100 200 ' 00 EROSION AND SEDIMENT GONTZOL NARRATIVE NORTH CAA I NESBORO GOMMUN I GAT I ON FAG I L I TY Description: This project proposes the construction of a new communication tower facility. This project includes the construction of approximately 5 concrete pads for a IC15' lattice tower and it`s mechanical equipment. Existing site conditions: The area to be disturbed under this plan is currently vacant wodded land. ,adjacent areas: This property is bounded on the west by White Tail Lane. 5olls Information: Soils information: The existing soil conditions were obtained from field Frederick Gounty Soils Survey data. The soils are Wiekert-Berks Ghonnery slit looms. These soils are well drained and have on average depth to bedrock of 15" to 50 " Gritical areas: There are no unusuoll or critical areas at this site. Erosion and sediment control measures: Gontrol of erosion and sedimentation for this site shall be achieved by installing the following. I. Gonstruction entrance. 2-. Construct Slit 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 a minimum of four (4) inches of topsoil. Fertilizer, seeding and a blanket of straw shall be applied to the topsoil. Stormriater management:. There is no proposed stormKoter management for this project. Maintenance Program: The erosion and sediment control measures installed on the site shall be maintained by performing the following. 1. The sfte superintendent shalt 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 outfolis 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 modlfy 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 stabilizationj: I. Spread topsoil at a minimum depth of four (4) inches. 2. Incorporate pulverized agricultural limestone into the topsoil at a rate of q2 lbs. per 1,000 square feet (2 tons per acre). 3. Fertilize with 10-10-10 fertilizer at a rate of 25 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 53% Red Top Glover. 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. CC W tit W O Q' �co OD ton �> I� o Z x U0N W a :n U t` rn � ti N �, b r:J o W U) ili 7 E Q� r MARK D. SMITH No.002009 W Q Q � Z�' I� 0 N C� < v Qz E-' O ~ Z O � OO O� U W o Z O O w DATE: February-2002 SCALE: AS SHOWN DESIGNED BY: DLF FILE NO. 3295 SHEET 3 OF 3 CENERAL NOTES VBOT C NERAL NOTES LECE f- VICINITY MAP SCALE 1 = 2000' Z Vl. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion -and EXISTING INTERMEDIATE CONT 33 1. Methods and materials used in the construction of the improvements herein shall conform to the current Sediment Control Regulations and any other state, federal or local regulations applicable. In the EXISTING INDEX CONTOUR 330 f W County construction standards and specifications and/or current VDOT standards and specifications. event- of conflict- between- any of. these. standards, specifications. or plans, the most stringent shall he W govern. PROPOSED CONTOUR 40 2. Measures to control erasion and siltation, including detention pods serving as silt basins during sanstructioai, V2. All construction shall -comply with the latest U.S. Department of Labor, Occupational -Safety and EXISTING EDGE OF PAVEMENT EX E/P must be provided prior to issuance of the site development permit. The approval of these plans in no way Health Administration and VOSH Rules and Regulations. PROP. E/P. relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT Control Handbook. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall EX C&G 3. he in a:ccordarree with the current edition at VPCTs work area -protection -manual. Furthermore, all EXISTING CURB AND GUTTER A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and PROP C&G W cv (VDOT} and Frederick County prior to construction in existing State right-of-way. Bridge Specifications, Section 104.04-C. PROPOSED CUR$ AND GUTTER 0 ►n 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State raw. q V4. The develGshal-1 be res le. for relecat' at hi-&- expense, any and all•- utilities-, includingTRANSITiW pQnsdb 1 Y CG-6 CG-6R . CG-6_ T0. CG- 6R_ r CO N It traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility company. It is Q o cod o1 CO 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held the- sole responsibility of the developer- to locate and identify utility facilities or items, which may EXISTING TELEPHONE LINE .q LO with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation be in conflict with the proposed construction activity. VDOT approval of these plans does not PROPOSED TELEPHONE LINE T. T. (VDOT) to determine if- and where guard rail and/of paved ditches will be needed. The developer will be relieve the developer of this responsibility. EX_. 15 RCPCV responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to V5. Design features relating to field construction, regulations, and control or safety of traffic may EXISTING STORM SEWER. -� n x Virginia Department of Transportation VDOT Guard Rail and Paved Ditch Specifications. g P P (VDOT) P be sub'ect. to chan a as deemed necessar b VDOT. An additional ex erase incurred as a result of ] g Y Y Y P PROP. 15 RCP .n W (U I b +' 00 any field revision will be the responsibility of the developer. PROPOSED STORM SEWER e � q o ,t 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a EXISTING SANITARY SEWER. ® J to 4 04 representative of the developer must be available at all times. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT .�' >e Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic land use permits for any work on VDOT right-of-way. PROPOSED SANITARY SEWER ® o Lo H 5,,7. Control Devices (MUTCD). V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged EXISTING ELECTRIC SERVICE 8. All unsuitable material shall be removed from the construction limits of the roadway before placing and held by the engineer and/or developer with the attendance of the contractor, various County m m embankment, agerreiers; utility- earrrpardaes and VDOTprtcr to- irritiatmn- of work PROPOSED ELECTRIC SERVICE P4 o 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less V8. The contractor shall notifythe local VD07 Residency Office when work is to begin or cease for Y g EXISTING GAS LINE " e than 6 will require revised .pavement section prepared by Greenway Engineering and approved .by the owner. any undetermined length of time. VDOT will also require 48 hours notice for any inspection. .PROPOSED GAS LINE ,f d tw � m 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated V9. The contractor will be responsible for maintaining adequate access to the project from the on the plans and as required at the field inspection. adjacent public roadway through- construction and maintenance of a construction entrance in PROPERTY LINE accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, access to other affected fftd by this shall be through The FLOW LINE -� - - ---- --- PROJECT INFORMATION 11. All Springs Shall b€ capped and pip€d to- the nearest S#.orm sewer nl�ales or Eurla inlet. The pipe shall properties project, maintained construction. p � P i g be minimum 6" diameter and conform to VDOT standard SB-1. Developer shall have, within the limits of the project, an employee certified by the Department of FENCELINE Conservation. and d Recreation in Erosion. anSediment Control. who shall- inspect erosion and siltation 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than control devices and measures for proper installation and deficiencies immediately after each rainfall, EXISTING POWER POLE PARCEL IDENTIFICATION: TM 19-A-27 one litter receptacle shall be provided at the construction site. at lest daily during .prolonged rainfall, and weekly when no rainfall event occurs. hh EXISTING TELEPHONE POLE V z 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and o?e CURRENT ZONING: RA SETBACKS: REQUIRED: PROPOSED: entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take at the end of construction. EXISTING WATERLINE W� TEE z whatever measures are necessaryto insure that the .streets are maintained .in a clean, mud and dust free V11. All water- and sewer- lines -within existing- Qr proposed VDOT ri�glrt-Faf�ay are- to-- lieve- nainimrrr�i- � � W/ '� CURRENT USE: VACANT FRONT: 22{i FRONT: 41$' .4 � condition at all times. 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED USE: UNMANNED COMMUNICATION FACILITY SIDE: 210' SIDE: 434' p (L 14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary PROPOSED FIRE HYDRANT REAR: 210' REAR: 1223' Cl) sewer lines. Information should also be obtained from the appropriate authority concerning cut V12. Any unusual subsurface conditions encountered during the course of construction shall be SITE AREA: 138.1944 AC .permits, sheets, and connections to existing lines. immediately brought to- the- tattention. of the. engineer and.. VMT_ Work _ shall ceasein that. vicinity. EXISTING WATER VALVE DDSTURBED}- AREA: 20,000& SF a until an adequate design can be determined b the engineer and approved b VDOT. q g Y g PP Y LEASE AREA: 10,000 SF � 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current PROPOSED WATER METER p_r 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 EXISTING REDUCER NO ENVIRONMENTAL W representative prior to placement and fill. Where CBR testing_ is required, a VDOT representative IL 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the shall be resent to insure the sample obtained is representative of the location. When soil samples P P P P PROPOSED REDUCER FEATURES ARE PRESENT cA contractors responsibility to- verify the exact horizontal and vertical location of- all existing utilities as- needed aresubmittedto private ]laboratories for testing, the samples shall be clearly identified and labeled � ON THIS PROPERTY OUTDOOR LIGHTING NONE SPECIFIED ZO prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing as belonging to a project which will be accepted by VDOT and that testing shall be conducted STOP SIGN OUTDOOR STORAGE NONE SPECIFIED utility verification- and the pr-aposed- eanstructiGn_ according to all applicable VDOT standards. VI CI DAY COUNT I00. AIR TRAFFIC CONTROL LIGHTING WILL BE y PROVIDED AS RFQUIftED 13Y REGIONAL 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a V14. All roadway fill,. base,. subsurface material- and backfill of utility/storm sewer trenches shall be PROPOSED STREET NAME SIGN + AIRPORT AUTHORITY. BUILDING HEIGHT result of his construction project within or contiguous to the existing right-of-way. P 1 g g g y' compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method MAXIMUM = 35 c, A. within plus or minus 2% of optimum moisture for the full width of any dedicated street PROPOSED SANITARY LATERAL CLEANOUT 18. When grading is proposed within easements of utilities, letters of permission from aII involved companies right-of-way. At -the direction of -VDOT Inspector, density tests performed by -a qualified PROP. HEIGHT = SEE ATTACHED C.U.P. F must be provided to Frederick County Public Service Authority prior to issuance of grading anal/or site independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A SANITARY MANHOLE IDENTIFIER 12 O Q development permits. copy of all tests shall be submitted to VDOT prior to final VDOT approval. d 19r. The developer will be responsible for the relocation of- any utilities which is required' as a result of his V15,. VDOT Standard- CD- and UD under -drains shall be' installed where- indicated err these -plans and - DF"-S T - - project. The relocation should be done prior to construction. further where determined necessary by VDOT Inspector. 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall EASEMENT LINE In accordance with state law. In the event gravesites are discovered during construction, the owner and meet- VDQT_ -minimum design_ standards an-d- is_ the responsibility of the developer_ CENTERLINE engineer must be notified immediately. V17. Prior- to acceptance b VDOT of an streets; an required street si na a and/or pavement Pt Y Y Y qu g g % P 12.0 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering markings must be installed by the developer or at VDOT's discretion, by VDOT on an account EXISTING SPOT ELEVATION at (540) 662-4T8 immediately of any discrepancies between actual field conditions and the approved ptan. receivable_ hasis_ Stop signs shall he_ thirty (3a) inches talL wdth high intensity sheeting Tho PROPOSED Sp{}T ELEVATION,��a bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on EXISTING TREE DRIP LINE proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered VDOT's approved list. A copy of this list may be obtained from the District Material Section. professional engineer and results submitted- to Frederick C-ounty prior to pavement construction. It a - Cantact the local VDOT Residency .Office with any questions regarding sign material and placement. geotechnical report has been prepared, it should supersede the requirements in this note. V18. The developer must provide to the local VDOT office a list of all material sources prior to 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating construction. Copies of all invoices for materials within any dedicated street right-of-way must be or blastingat least two 2 working days, but not more than ten lO working days, ribr to commencement () g Y ( ) g Ys, P .Provided to the local VDOT Residency Office prior -to acceptance of the work. Unit and total prices be of excavation or demolition. Names and telephone numbers of the and operators underground utility lines may obscured. in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. Density will be determined using -the density -control strip as specified in VDOT's Road and Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these a tests. A. certified. copy of the test results shall be provided to the Residency Office. In additions to W U �11 checking stone depths, a VDOT representative shall be notified and given the opportunity to be z < U1- present during the 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 Z a' O and Bridge Specifications -Section 315. Density will be determined using the density control strip as E"' E-+ specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. W E-4 U) A Certified cc" of the- test restdlt& &hall be provided to- the Residency Office. A VDOTT represerttative W aY Q E-{ shall be notified and given the opportunity to be present during the construction and testing of the xi U E control strip. V21. Approval- of_ the plus Sl�l exiAre- three (4 years frc� the date of the appro-v-al letter. INSIDE PLr�, U) O R z O w 4' O O FCS`A COANSTkUCTION NOTES' V22. Final Location of CG-12 curb ramps shall be determined by VDOT inspector ' ` �� VE� 0 O W 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL _ ADDITIONALLY MEET- ALL- R.E 1.11REMENTS- OF THE FREDFRiCK. COUNTY SANULTION. ALLTHOMTY_ Z. THE CONTRACTOR SHALL ccrORDINA`I`E WITH, AND ARRANGE FOR INSPECTION SY THE AUTHORITY. A� T FIRE tdIARSALL'S NOTE APPROVED BY TIDE ZONING ADMINISTRATOR SHEET INDEX T®Q w i. 3-. EXACT L&CATTI6*S- &F WATER AND- SEWER- SIJR-VICES- ATE- To- BE- COORDINATED- WITII THE kUTHORITY'S- INSPECTOR. � f� Fire lane markings and signag e:�,� Any "No Parking" 1&, 0 1 COVER SHEET 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER signs and yellow painted curb locations will be installed ZONING ADMINISTRATOR f)ATE 2 SITE PLAN Z METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY .RE -QUIRE: 1) THE FRAME AND COVER TO by field inspection at the direction of the Fire Marshall's Office. 3 E & S PLAN & DETAILS BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL SITE' PLAN VALID FUR 55 YEARS- FRO16f DATE OFr APPROVAL. GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE BAR BE BETWEEN Iff AND al 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 DEVELOPFR'S/CONTRACT0R'S RESPf1NSIBILITY TO, LAVE THE METER- BOXASSEMBLY INSTALLED, CORRECTLY. CLASS USE DWELLING UNITS. * TRIP RATE TRIP RATE USE VPD 5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: r� A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING J Prld Number ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. MARK D. SMITH R. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5•/r3", 3/4' AND, 1" WATER SERVICES. NOT A PL ICABLE NG. 022837 WHITE TAIL LANE UNMANNED COMMUNICATION FACILITY 3295 C. FOR ALL 1 1/2 AND 2 WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING TO O� �v THE _PROPERTY LIME_ THE_ . CONTRACTOR IS_ TO- FURNISH & INSLTALL_ THE METER VAULT ASS1± MBI M. THE ALUTH{)RITY (UNMANNED TOUTER NO PROPOSED DAILY TRAFFIC-) �tiy Magisterial District: Date of Plan: (Month, Day, Year) ECA WILL INSTALL THE METER. SIOiVAL W A � � D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. GAINESBORO DISTRICT 02/11/02 & WHEN ALAI EXISTING WATER MAIN IS TAPPED- FOR 'FOIE INSTALLATIGN OF A NEW LINE: MAY -. Z00� A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. Owner: Address, d Including hone No.rY-r B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE WORK ►�r UTILITY CO1V�r1ACTS PROFESSIONAL SEAL & SIGNATURE 355 CYPRESSSTREET1 CIFit"'. e_ n BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED. $ E'I"TY LOCKWOOD MILLINGTON, MARYLAND 21651 Frederick Frederick County Sanitation Authority Phone: Verizon DATE: February-2002 THESE PLANS ARE IN CONFORMANCE WITH (410) 928-3418 7_ THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE. BY CORE DRILLING. THE MANHOLE. 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 CHECK VALVE OR BACKFLOW PREVENTION ASSEMBLY, AS Winchester, MD 21297 , VA. 22604 Baltimore, ORDINANCES. ANY DEVIATION OR CHANGE 6501 SANDY KNOLL COURT DESIGNED BY: DLF .DOUBLE .RPZ REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A REMOTE READOUT IS (5�40} 8€a8--1061 (3GI} 954-&2-&2� IN � � � BE M- R`I SHARED, TOWERS, L.L.C. MuLEAN, VIRGINIA 22101 REQUIRED.. Power: Allegheny Power Gas: Shenandoah Gas- Co. THE ZONING ADMINISTRATOR PRIOR TO 703 893-1571 ( ) CHECKED BY: 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 dog No 329fi BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. A REMOTE 1-800-654-3317 (540) 869-1111 Gl^eenwa Engineering y g g Winchester, VA 22602 READOUT IS REQUIRED. MISS UTILITY 1-800-257-7777 (540) 662-4185 SHEET 1 OF 3 QQn Qt �Wo �� r v p .V p �p � Ll a� . �ii `n in 1.4 NiF i ' �+—►,LZE r a �L \ ` �QNSERVATION JR-E \ �. \ U@�E: (E IDENTIAL USE: D�ENTIAL `\ �\ /'- --� \ 1 \ \ / \ �' Z : RA ZONE: RA \ 19-A-49 —��//\\\ ✓ /\ �� Imo`"/ �\ \` \` \ �� \� \\��- it/ - - \ \ NiF JA r USE: VACANT ZONE: RA P.I.N.• is-A-,2a � \ " / n i�J. \\L� USE: HUNTING C/ / — '- `� _ \ ZONE I / / / / �� f �� j NiF — P.IX019-,Q /' / / / / v UafI�CHE87EF�FlQED ICjC/ \ COUNTY: IN CARE * GEoc4m / ! i - USE: RESIDENTIAL / / 1 ZONE: RA P.IA6 IS-A-51 NiF � >s RESIDENTIAIl ZONE: RA P.IX0 19-A-24 • •• GENTW USE: RESIDENTIAL ZONE: RSA P.I.N.• IS-A-315 TOWEfR S f TE 50UNDAi,,r sG;4FM4TIC LINE BEARING D I STANGE LE N 0&01&'3F" E f404.0 L2 N 56 °05'21 " E 1842.06 L3 N 8q043'05" E 1520.00' L4 5 OI °0253" W 7g2.00' L5 5 5200615" W 1813.g6' L6 5 0700255" E 574.50' L7 5 43001-02" W 122q.83' L& N 5004, '45" W 364.6,4' La 5 Iq000'40" W 168.35, LIO N 12012'2q" W 61.06' LII N 28040'32" W 23.gq' 1-12 N 05038'56" W 55.30' L13 N 20010'Oq" W 114.83' L14 N 17027'3a" W 173.6q' L15 N 2E047'23" K a-3A5 LI6 N 2q°55'47" W 191.22' L17 N 32°Iq'20" W 2g3.28' L18 N 25°46'02" W 262.57' LIq N 20000'23" W 40.10' L20 5 Iq °00'40" W 2&I.0q' L21 5 14000'41" W 183.10' L22 N 74°40'23" k�4 627.OE' f, LEASE / AREA TOWER \ BARBED WIRE FENCE SITE U1/12' DOUBLE GATE / TOUTER \ ACCESS X X LANE v 60' 100' 416' ~ X ' 1223' r , I �! I34' 50 100 f, LEASE / AREA TOWER \ BARBED WIRE FENCE SITE U1/12' DOUBLE GATE / TOUTER \ ACCESS X X LANE v 60' 100' 416' ~ X ' 1223' r , I �! I34' 50 100 /f /r / GENERAL SITE NOTES: 1. ENTIRE FENCED AREA IS TO BE COVERED WITH FILTER FABRIC 6 6" GRAVEL. 2. FACILITY SHALL BE CONSTRUCTED WITH MATERIAL OF A GALVANIZED FINISH OR PANTED A- NON-CONTRA&TING BLUE OR GRAY, UNLESS OTHERASE MANDATED BY FAA, OR FCC REGULATIONS. 3. A ro' STOCKADE FENCE WILL BE REQUIRED ON ANY SIDE OF THE TOWER FACILITY'S TOWER PAD SITE THAT IS VISIBLE FROM ADJACENT ROADWAYS AND RESIDENCES. 4. THE INGRESS/EGRESS EASEMENT FOR THE ACCESS ROAD SHALL BE RECORDED UPON COMPLETION OF ACCESS ROAD CONSTRUCTION. LEASE AGREEMENT WILL BE STATED AS FOLLOWS: "THE EXCLUSIVE R/6HT TO USE AND OCCUPY REAL PROPERTY, APPROXIMATELY /0,000 SQUARE FEET OF LAND, A5 APPROXIMATELY DESCRIBED AND SHOWN ON EXHIBIT A, TOGETHER WITH NON-EXCLUSIVE EASEMENTS (a) TO PUBLIC RIGHT-OF-WAY, FOR REA50 ,64�E A6CE55,, (fir)- TO THE APPROPRIATE-50UR6E5 OF ELECTRIC ANLD TELEPHONE FACILITIES AS DETERMINED BY LESSEE, (c) FOR PLACEMENT OF ANY SUPPORTING GUYED WIRES A5 REASONABLY DETERMINED BY LE55EE PER GOOD ENGINEERING PRACTICES AND (d) TO MEET FALL ZONE OR 5ET BACK REQUIREMENTS (COLLECTIVELY, THE "SITE'). " ON51TE T�rF[GAL FAVEMEI\1T 5EGT10t\l NOT TO SCALE (0" GRAVEL PETAL G" SUBBASE VDOT STD_ GR 21A i I I I i i i I I I i i i I I ICI I ICI I I �I I I i i i I I I i i i I I I i i I I I 1 i COMPACTED SUBGRADE (COMPACTED TO 135% DENSITY AT OPTIMUM MOISTURE CONTENT vaor vTrr-t METpcvQ PAVEMENT DESIGN- BASED ON A SUBGRADE CBR DESIGN VALUE OF )O: SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. PVMTSECT WIRE MESH F •-VDOT. ROAD AND 5RIDGE STANDARDS SECTION 301.04 41 BASE 21-A COMPACTED- -.D (COMPACTED s - DEN&TY AX OPTWAPt MOISTURE CONTENT,D• OD CQ00 cD N to ,n I rn o� d c\j CAI ai h O O, 4� a a� F A. rorV U pTH OF pl MARK D. SMITH 9 No.002009 Lu E- O� J � QN z a o F- � 04 C) o w O U) W o co �w W �Q Z Z DATE: February- 2002 SGArX AS- SHUWN- DESIGNED BY: DLF • GONGi;P,ETE FAD (NOT TO SCALE) FILE NO. 3295 SHEET 2 OF 3 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS- AND EX£AVffE k 4"X4" 2. STAPLE WIRE FEN EMIG Te- THE- POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. /' FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. \> \t:i �IIIIII 4 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. G FLOW �I1►�11 , 1.0 EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. II SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PIATE. 3.05-1 Sherwood & Tyu STONE CONSTRUCTION ENTRANCE EXISTING GROUND 70' MIN. A FILTER CLOTH ` 6- MIN. I A SIDE ELEVATION .;�.� WASHRACK .• . EXISTING PAVEMENT 5:1 MOUNTABLE BERM (OPTIONAL) VDOT #1 � ~� POSITIVE DRAINAGE 10' MIN. COURSE AGG GkTE B TO, SEDIMENT TRAPPING DEVICE * MUST EXTEND FULL WIDTH I VIEW 1A/ OF INGRESS AND EGRESS OPERATION V V PLAN VIE REINFORCED CONCRETE SECTION A —A 6'-7" SECTION B-B DRAIN SPACE SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1 1 RE5PON51BLE LAND D15TURBER NAME: GEI2TIFIGATION #: DATE: THE RE5PON51BLE LAND D15TURBER 15 THE PARTY RE5PON51BLE FOR GAIZRIN6 OUT THE LAND DISTURBING ACTIVITY A5 5ET FORTH IN THE PLANS. \1 \ \ � T LIMITS OF CONSTRUCTION I r SF 1 \ CE •• • 100 200 •• EROSION AND SEDIMENT GONTROL NARRATIVE NORTH 67A I NES3OR0 GOMMUN I GAT I ON FAG I L I TY Description: This project proposes the construction of a new communication tower facility. This project includes the construction of approximately 5 concrete pads for a IG5' lattice tower and It's mechanical equipment. Existing site conditions: The area to be disturbed under this plan is currently vacant wodded land. Adjacent areas: This property rs bounded on the west by White Tarl Lane. Solis information: Soils information: The existing loll conditions were obtained from field Frederick Gounty Soils Survey data. The soils are Wiekert-E3er1<5 Ghonnery slit looms. These soils are well drained and have on average depth to bedrock of 15" to 30 ". Critical areas: There are no unusuoll or critical areas of this site Erosion and sediment control measures: Gontrol of erosion and sedimentation for this site shall be achieved by installing the following. I. Gonstruction entrance. -. Construct Sift 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 a minimum of four (4) inches of topsoil. Fertilizer, seeding and a blanket of straw shall be applied to the topsoil. Stormwater management- There is no proposed stormKoter monagemant 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. 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 retalns 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): 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 6-7% Kentucky 31 Tall Fescue and 33% Red Top Glover. 5. Mulch all seeded areas with straw mulch applied of a rate of 5,500 Ibs per acre, anchored vqith cutback or emulsified asphalt applied at a rate of 200 gallons per acre. z- W tit Z z WC\2 O m La ab CV .--4 a Q)( � 00 ' to �n z x LoC\2 Lo C\j w b� Q� W �i xi eo '0Lo U 1-4 '� R - d' rn k � N O �TH OF !� MARK D. SMITH No.002009 E w Q Q � E- z Z W Q w E-- c� J > U� O E , (� Q Z Z D O �+ O O W O �O O 0 w DATE: February-2002 SCALE: AS SHOWN DESIGNED BY: DLF FILE NO. 3295 SHEET 3 OF 3