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HomeMy WebLinkAbout02-02 Westminster - Canterbury (two S.F. units) - Gainesboro - BackfileCD CD CV M LO m CV c ry -D CD TD CENERAL NOTES VP0T GENERAL NOTES LECEND VICINITY MAP Z 1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the latest editions of the Virginia Department of SCALE 1 "=2000' County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and EXISTING INTERMEDIATE CONTOUR 33 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, Sediment Control Regulations and any other state, federal or local regulations applicable. In EXISTING INDEX CONTOUR 330 W must be provided prior to issuance of the site development permit. The approval of these plans in no way the event of conflict between any of these standards, specifications or plans, the most 40 W relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion stringent shall be govern. PROPOSED CONTOUR ROM 31 Control Handbook. EX E/P EXISTING EDGE OF PAVEMENT 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety PROP E/P PROPOSED EDGE OF PAVEMENT (VDOT) and Frederick County prior to construction in existing State right-of-way. and Health Administration and VOSH Rules and Regulations. EX 4. Approval of this Ian does not guarantee issuance of an entrance permit b VDOT when such permit is PP P 9 P Y P C&G EXISTING CURB AND GUTTER a Z required under State law. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, PROP C&G I �� 5. The exact location of all guard rails will be determined by VDOT personnel. A joint inspection will be held shall be in accordance with the current edition of VDOT's work area protection manual. p PROPOSED CURB AND GUTTER ,� � 0 o ,n with the Developer, Count Representatives, and Representatives of the Virginia Department of Transportation P Y P P 9 P P Furthermore, all traffic control flaggers must be certified in accordance with the latest edition the VDOT Road and Bridge Specifications, Section 104.04-C. CG-6 0 CG-6R� �„ WESTMINSTER V \\ to CO cv (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be of TRANSITION FROM CG-6 TO CG-6R VICINITY MAP C responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to V4. The developer shall be responsible for relocating, at his expense, any and all utilities, EXISTING TELEPHONE LINE '' 1P ,° � a) 0 G -p N 00 Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. including traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility PROPOSED TELEPHONE LINE T T + ��� ,. co � � 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a company. It is the sole responsibility of the developer to locate and identify utility facilities " SITE .� oI Q' > representative of the developer must be available at all times. or items, which may be in conflict with the proposed construction activity. VDOT approval of EXISTING STORM SEWER 1 EX. 15 RCP Z R, 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic these plans does not relieve the developer of this responsibility. PROP. 15" RCP W �, a� iI Control Devices (MUTCD). --I-.0 PROPOSED STORM SEWER o W 8. All unsuitable material shall be removed from the construction limits of the roadway before placing V5. Design features relating to field construction, regulations, and control or safety of traffic embankment. may be subject to change as deemed necessaryb VDOT. An additional expense incurred as p EXISTING SANITARY SEWER PROJECT INFORMATION � o a' 9. All pavement sections on the approved plans are minimum sections to be utilized when the actual California a result of any field revision will be the responsibility of the developer. PROPOSED SANITARY SEWER 0 H w Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed for actual determination of required pavement thickness prior to, placement. All final pavement and base V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary EXISTING ELECTRIC SERVICE course thicknesses shall be designed in accordance with VDOT's Pavement Design Guide for Subdivision and VDOT land use permits for any work on VDOT right-of-way. c: „ Secondary Roads in Virginia and shall be based on a sufficient number of CBR tests to determine the true PROPOSED ELECTRIC SERVICE P P STREET ADDRESS _ 300 WESTMINSTER DR. �' &4 S; W o , support values of the soils in the subgrade. Final pavement design shall be submitted during construction V7. If required by the local VDOT Residency Office, a pre -construction conference must be held by the developer the the EXISTING GAS LINE 6 WINCHESTER, VA 22601 a) and prior to placement. arranged and engineer and/or with attendance of contractor, MAGISTERIAL DISTRICT STONEWALL ., �• 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated various County agencies, utility companies and VDOT prior to initiation of work. PROPOSED GAS LINE 0 G PARCEL IDENTIFICATION N0. 53-((A))-63A w on the plans and as required at the field inspection. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or PROPERTY LINE LOT AREA 48.2747 AC (TOTAL -COUNTY ONLY) 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall cease for any undetermined length of time. VDOT will also require 48 hours notice for any DISTURBED AREA 13,600 SQ. FT. be minimum 6" diameter and conform to VDOT standard SB-1. inspection. FLOW LINE t - -� - - 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than FENCELINE 0 .31 AC one litter receptacle shall be provided at the construction site. V9. The contractor will be responsible for maintaining adequate access to the project from the EXISTING POWER POLE CURRENT ZONING RP 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to adjacent public roadway through construction and maintenance of a construction entrance in CURRENT USE RESIDENTIAL entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take 02 3 ti S k ndb Control H Virginia Erosion and Sediment C with the Vir wgoHandbook, Section .. accordanceEXISTING TELEPHONE POLE PROPOSED USE RESIDENTIAL 2 THREE BEDROOM SINGLE UNITS SINGLE STORY whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free Furthermore, access to other properties affected by this project shall be maintained through condition at all times. construction. The Developer shall have, within the limits of the project, an employee certified EXISTING WATERLINE W/ TEE W ' T' REQUIRED DUPLEX SETBACKS: FRONT: 25' by the Department of Conservation and Recreation in Erosion and Sediment Control who shall T' SIDE: 10 14. *Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary inspect erosion and siltation control devices and measures for proper installation and PROPOSED WATERLINE W/ TEE �" w ' 25' sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut deficiencies immediately after each rainfall, at lest daily during prolonged rainfall, and weekly REAR: sheets, and connections to existing lines. when no rainfall event occurs. EXISTING FIRE HYDRANT UNITS ARE NOT INTENDED TO BE SOLD SEPARATELY HOWEVER ALL MINIMUM 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current YARD AND LOT REQUIREMENTS CAN BE SATISFIED. Z standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during EXISTING WATER VALVE 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the and at the end of construction. PROPOSED WATER METER m MINIMUM LOT AREA REQUIRED: 5,500 SQ.FT. contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed P Y Y 9 V11. All water and sewer lines within existing or proposed VDOT right-of-way are to have EXISTING REDUCER BUILDING HEIGHT: PROPOSED BUILDING HEIGHT 16 NOT TO EXCEED 35 ' �--, >= prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing „ to be installed utility verification and the proposed construction. minimum 36 cover and, when possible, under roadway drainage facilities. PROPOSED REDUCER w OUTDOOR LIGHTING: STREET LIGHTING IS TO BE PROVIDED USING SAME LIGHT 17. The developer will be responsible for an damage to the existing streets and utilities which occurs as a P P Y 9 9 V12. Any unusual subsurface conditions encountered during the course of construction shall be STOP SIGN STANDARDS AND PATTERNS ESTABLISHED IN THE EXISTING SECTIONS OF COTTAGES. ALL LIGHTING TO BE SHIELDED 44 result of his construction project within or contiguous to the existing right-of-way. immediately brought to the attention of the engineer and VDOT. Work shall cease in that HANDICAP RAMP (CG-12) TO PREVENT ILLUMINATION OF ADJACENT PROPERTIES. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies vicinity until an adequate design can be determined by the engineer and approved by VDOT. DENOTES LOCATION OF STD VDOT OPEN SPACE: EX. OPEN SPACE 38.34 AC. = 79.4% Im must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site CG-12 AND/OR JURISDICTIONAL RAMP E--I development permits. borrow material and undercut areas shall be inspected and approved b a V13. All fill areas, p pp y STANDARD CONSTRUCTION Al2 PROP. OPEN SPACE 38.19 AC. = 79.1 % U 19. The developer will be responsible for the relocation of any utilities which is required as a result of his VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT PARKING INDICATOR project. The relocation should be done prior to construction. representative shall be present to insure the sample obtained is representative of the location. INDICATES THE NUMBER OF TYPICAL PARKING SPACES ENVIROMENTAL FEATURES W 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected When so s are submitted to lpg, e samples sae am soil samples shall b h l s th private laboratories for testing, identified labeled belonging to be by VDOT TEST PIT LOCATION ® FEATURE EXISTING ACREAGE DISTURBED PERCENT Q � � in accordance with state law. In the event gravesites are discovered during construction, the owner and clearly and as a project which will accepted and that testing shall be conducted according to all applicable VDOT standards. FLOODPLAINS 0 0 0 W Q (Y engineer must. be notified immediatel 9 Y• LAKES & PONDS 0 0 0 � 21. The contractor is to verify field conditions prior to and during construction and notify Greenwoy Engineering V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches HANDICAP PARKING H/C WETLANDS 0 0 0 o a -!::� E- at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. shall be compacted in 6" lifts to 95% of theoretical maximum density as determined by SINKHOLES UNKNOWN UNKNOWN UNKNOWN O "" Z 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of VEHICLES PER DAY COUNT 100 NATURAL S.W. W proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a re-.gistered any dedicated street right-of-way. At the direction of VDOT Inspector, density tests DETENTION AREAS 0 0 0 W 114 E 4 O professional engineer and results submitted to Frederick County prior to pavement construction. If a performed by a qualified independent agency shall be conducted as required in the VDOT Road PROPOSED BUILDING ENTRANCE STEEP SLOPES >25% 5.7 A.C. 0 0 geotechnical report has ben prepared, it should supersede the requirements in this note. and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT WOODLANDS >25% 27.2 A.C. .31 A.C. 1.0% O U) -1 x 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating than ten days, to approval. EXISTING STREET LIGHT 0 E-1 W U Q. or blasting at least two (2) working days, but not more (10) working prior commencement ,' N__4 of excavation or demolition. Names and telephone numbers of the and operators underground utility lines V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans PROPOSED STREET NAME SIGN -¢- WThesed Frederick County appear below. numbers shall also be used to serve in an emergency condition. and were determined necessary by VDOT Inspector. fthhdtidin O Z Q V16. The installation dedicated PROPOSED SANITARY LATERAL CLEANOUT U '" co of any entrances and mailboxes within any street right-of-way NOTE: ALL PROPOSED UTILITIES SHALL BE LOCATED UNDERGROUND shall meet VDOT minimum design standards and is the responsibility of the developer. SANITARY MANHOLE INDENTIFIER 12 O Z W V17. Prior to acceptance by VDOT of any streets, any required street signage and/or STORM DRAIN STRUCTURE IDENTIFIER O UJ Z O pavement markings must be installed by the developer or at VDOT's discretion, by VDOT on an �, account receivable basis. Stop signs shall be thirty (30) inches tall with high intensity U) Water/Sewer: Frederick County Sanitation Authority Power: Allegheny Power sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and the EASEMENT LINE P.O. Box 1877 P.O. Box 1458 post shall be installed a minimum of four (4) feet from the edge of pavement. Sign posts p"' Co Winchester, VA. 22604 Hagerstown, MD 21741 shall be of a type found on VDOT's approved list. A co of this list may be obtained from YP pp copy y CENTERLINE t „��a1.. SGT� PLAN W 540 868-1061 1-800-654-3317 ( ) the District Material Section. Contact the local VDOT Residency Office with any questions EXISTING SPOT ELEVATION 12.0 APPROVED C UJ Phone: VERIZON Gas: Shenandoah Gas Co. regarding sign material and placement. + PROPOSED SPOT ELEVATION 7153 600 E. Main St. P.O. Box 2400 V18. The developer must provide to the local VDOT office a list of all material sources prior Richmond, VA 23219 Winchester, VA 22604 to construction. Copies of all invoices for materials within any dedicated street right-of-way EXISTING TREE DRIP LINE W (540) 954-6282 (540) 869-1111 must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. EXISTING TREE a > 15" OAK 15" PINE MISS UTILITY 1- 800- 257- 7777 V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a OAK PREVIOUSLY APPROVED SITE PLAN #21 -01 W 1241 FCSA CONSTRUCTION NOTES mechanical spreader. Density will be determined using the density control strip as specified in PROPOSED TREE Or— PREVIOUSLYAPPROVED MASTER PLAN #05-01 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 NOTE: THIS SITE PLAN FOR TWO SINGLE-FAMILY UNITS, #36 8c 37 ONLY! the Residency Office. In additions to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. DATE REVISION SEAL COVER SHEET 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. VDOT's Road and Bridge Specifications -Section 315. Density will be determined using the f Z5 0Z PEQ )n_-4Z45D. CO. ���� _, CO G' Project Name: 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY. density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to WESTMINSTER CANTERBURY 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. the Residency Office. A VDOT representative shall be notified and given the opportunity to be 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER METERS THROUGH present during the construction and testing of the control strip. F� Owner: Address, Including Zip Code & Telephone No. 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME AND COVER TO 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 V21. Approval of these plans shall expire three (3) years from the date of the approval letter. 300 WESTMINSTER DR. BETWEEN THE TOP OF THE COVER AND YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER CANTERBURY WINCHESTER, VA 22601 BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE MARK D. 9 .WESTMINSTER (540) 665-0156 METER BOX ASSEMBLY INSTALLED CORRECTLY. No.022837 ATTN: MICHAEL PEASLEY Developer: Address, Including Zip Code & Telephone No. 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 ASSISTANT. AN ,F� '�0 I �f Z"� ���o{ �� AND FEES PAID BEFORE WORK WILL BEGIN. 300 WESTMINSTER DR. SHEET INDEX APPLICATION FOR SERVICE MUST BE MADE B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES. �1, SIGNAL R .WESTMINSTER CANTERBURY� _� WINCHESTER, VA 22601 C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING TO THE PROPERTY ATTN: MICHAEL PEASLEY (540) 665-0156 LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY WILL INSTALL THE METER. Engineer Certifying Plan: 3dgdlress, Including Zip Code & Telephone No. D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: 1.51 WINDY HILL LANE A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. COVER SHEET SHEET 1 GREEN WAY ENGINEERING 'GPT OF FI ANNINc;m��1Fl_Op"°rWINCHESTER, VA 22602 B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE WORK BEGINS); 3) ROAD AND UTILITY PLAN SHEET 2 (540) 662-4185 MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED. APPROVAL DATE: 01 /08/02 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. GRADING AND EROSION CONTROL PLAN SHEET 3 PROFESSIONAL SEAL &SIGNATURE 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION ASSEMBLY, AS REQUIRED, THESE PLANS ARE IN CONFORMANCE WITH INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A REMOTE READOUT IS REQUIRED. - COUNTY OF FREDERICK STANDARDS AND SCALE: N/A 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. A REMOTE READOUT IS REQUIRED. ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY PO,K, L02-1 DESIGNED BY: THE ZONING ADMINISTRATOR PRIOR TO AS CONSTRUCTION. FREDERICK COUNTY ZONING ADMINISTRATOR DATE * SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL JOB NO. -2039 * F.C.S.A. APPROVAL VALID FOR (2) TWO YEARS FROM DATE OF APPROVAL SHEET .1 OF 3 �9 ROAD CURVE DELTA AN6LE RAP05 ARG LENGTH TANGENT CHORD BEARING CHORD LENGTH GI 7205457" 55.00' 6q.gq' 40.64' N 44025'43" E 65.3T G2 q1°48'Ol" 15.00' 120.11, 11.40' N 53'52'18" E 101-72' 63 38.EgW" 270.00' 183.74' G5.5q' N 80°I637" E 180.22' G4 55003'23' 150.00' 144.14' 78.18' N 88°18'33" E 138.66' G5 36"57'43" 160.00' 103.22' 53.48' 5 82'5756' E 101.44' G6 5205q'21" 1-15.00' 161.85' 87.23' 5 74°564-1" E 156.14' G-7 q6°31'36" 220.00' 570.64' 246.61' 5 00°11'18" E 328.33' LINE BEARING 015TAN6E LI N 07'58'15" E 17.5T L2 5 48°2T07" E 45.00' L3 N 110!WW E 154.74' i p .>3 /c 7 AG l� JI' � •l \ �M / EC'�C' / \ � 00, S\ #37 Bo6.0 r IbB i� RO �. INTERIOR F'G• 2 RESIDE�NTIAL SCREENING As F.F.= r I I Dg N R Tp,4N '/ #h� _ _j F'Ggti r1 F.F.= F :2 cc l F.F. _ OR�ED8_4 I PS. 727�1CK F'G _... SON q77/ p8-4 p ' Dg 7 .2 7 PIG• 7/ GAR 4-='� ! °ham " TEE / `r' 3� `� - .F.= 76 �� ` 2/ ' SAN. _ { _ ~-� _ i PROP. ' 1 c \/ , �f r� 1'' SGREENIN6 TREE 1ray . I it ; YA!' '4 ) 22.r-3° B•E ND 7'1 > , %' _ �� r Vk '"_ -� F.F.- ice= v 01 6.5 o ' �- #�t4 1 d 1 c •,,",P / / 504.q_5 r ` / `� !, �N ,� '+Y ?,r `,?`"x iF r_ �� 5fq4.5c! EI..DIt�P.BEFY DRY-- �� 0+0< ELDEiBERR�. CT. /l C►k�,PPPDX. END) EX 0 V\I f _� � � �,"'► f ,:Y„x0„ RED!,'GER /22 ",,Iry 100IxI r' / 9$,o'yN� G S / --7 � /ems \ `�� i ��`,�•� 41 .41, \ o-� If J Y11�r. A'l+/r � \ / T • / eIr N S , G4 OA 7w / \ ' OP. INTERIOR 'r-4� V ,,RESIDENTIAL SGREENIN6 4}\ Z V o U #3 =� \ o 5`.�G}.�� l �r �1 / o 45° BEND -� ,w q �`------_.;., ,.,,�� •.,, �,,.� .,-\ �. �7 �'�/ _ ._ WAYNE J. PEACEMAKER ` \ / DB. 320 P6. 335 I iA 0.BEN ` f (��� 7 ,� V Q V MARK D, TH �r n # `2 __ _-- ��4/ / No,022837 F.F.= #� ! 't Q / A/ 40' E "I ER6EN 2Y �r 4NE I R G5A a� \' __ / i E- f✓ DETA CL SHEET 10 # \0� f;_-; ( !:� 4_7\ y SE 7 F ASQ' 1 SEE 1.4 `f �,}� .. -713.00 i -7 j _ t\ f ! F ° ✓ ,� � .F. EX. 5 T OP O I t� E X. F I Rc E K. S ... ET' \ e i' / /uJ i!'rL)RANT` 516N % �\ END �7REi C�ON�T. 1 t ,7,r , - STA. 12{'�)i.4"t 7t -- __-._.M I r mr<�` END l�l.i ER LINEGOt IST.`tx 1 ttfa ,� ✓ ✓ \ l \�� APPROX. 5TA. 13+6 Tj 2-7 Y1 D EN EX. E L D ERLJ1._._1 F,Y � � // F.F. ` Jq55�IIE T/3 N H I_X. -_ a VERL41 APPROX. Lam- AT /i"� "�^/' \ 5TONE F� _ n � k � \ t T 1r ''"� EX. 6 W/L- \ WALL rt \ i%L y APt'RC7. I_OG/-�TION�. sP' I r 20 WATERLINE 5 --1 Et , T. , 1, EX. 11.. �. 1 � _--}t ,_-.--- DB v44 P�-� 7qq --- 40 20 0 40 80 �` ✓ SGALE: 1 40 / \ G H) 1 1 1 � .-'.°' ..--�.✓ % / RANT / X / / / 53-A-53 KATHERINE P. WEBER / ZONED: RP USE: RES. DB. 324 MPG. 188 PROPOSED INTERIOR RESIDENTIAL SGREEN I NCB =LE-rLAND GYPRESS 0 =BLUE SPRUCE 10 LANDSCAPE 411 E5MT. 00- 8' TYP. I. DOUBLE ROW, SPAGED NO MORE THAN 8' APART. 2. TREES TO BE 4 FEET IN HE16HT AT TIME OF PLANTING. TYPIGAL LANDSGAPIN6 SGREEN DETAIL N.T.S. 10, �VIROINIA PINE O IO' NOTE: ALL TREES TO BE A MIN. OF 4' IN HE16HT AT TIME OF PLANTING. i r a Z W ■ r ■ c\2 O 0 CD co «f 1 x ko� +' o a '-' 1-1w Lo F[:. �U) V wz E-Q � U)�D Q� �O � � L wQ E' O 11r, Zcl) E- O x w U) 300 DATE: 01/08/02 SCALE: 1"=40' DESIGNED BY: AS FILE NO. 2039 SHEET 2 OF 3 m a Er cv 0 0 Cu O 0 m cV C aU cTl 3 Cc a 0 co i m m 0 0i Ln C a L aD cm C w J r= w cn Z H cn w 3 m 0 J 0 J EROSION/SEDIMENT CONTROL LEGEND 1. KEY SYMBOL DESCRIPTION Ox x — w SILT PENCE <r s Rt er 49 2 l 3 pa :fin / A' ! i / \ 1 i i ;; k �\ / ✓� �% ` \1`� ,/ / 'C 0 Z W W Z 0 Z W o CQ U-) CQ � U) Z -y r. rn of W -0 .� W to ato U •e3 .r, tio � 0 0 #tea, { f t a A, I �3 -.� 1 /fry � Zr Al A) { IOR Al I )VOR \ ' . I 1 #35 { SCREENING850 ORTH �� p\'"��,...\�h\�{, CO A 7 p CK �pE / sse�4 ,, 1 J_ _, \ 1 _ �_ oN ,q 77� ' �?' I ,4 rb �O — , li rl t< I �.2 1 / d, I ( f 1 1 - _ �( �~` % / \ I (g I �.... ...."f ! 1 \ \�e!\ \\ ! �' \ / _ 7�7l / I� i 1�� / o �s j # i { F \e\\\\! �- 1ii J-%J1 I ! 1 ( 1 t\� \ ! / \ i �• / pG 77/ G'ARoL38-4.� �' _ _. \ �.F.-�\ \111�1� \ �\ / 1 1 � t 776 p�B�F� j' '; 1 l , / /r,;Y•O �� ✓ \- /i -� ` l \ i e�", r 1 I i h / 1 /! 1 \ \� / I -{ / ! •--. + e ` 1 J L 11 1 I I 1 S �'7 - PROP TREE 1 \ T ,. \ 1 1 \ / g \ SCREENING �. c, �/ i5 •� _ ��-. �` l /, \ 1 I \ \ i �,% / VI/ —� / �\p / x f i o8 n r"r/--. _WAYNE J. PEACEMAKER EX .� ! ,�' `'."/, .,� - .- \ / yt! a e _ j I f t \ \ \ -^� / / DB. 320 PG. 335 - '� .., ° �.\. .,,•- ;,...,.,.... c1, r,; 'f!S-`1 - 'r'JIL Kl�,{ 1-�-� ,�O �,^- tW''' / L #42 � �' - __� � � �r _ � \ `'� / ,1 �� I � _! �" � ; — -- j1 i " ;ipc 1-, i ' t I aF` r ` , fl i �''"� f #41 / l / .F.=-'_ ) / / 11 `�' l t , 1 } \ Q�'• — ,ea .i _.!•.- fa�c�o / _- r i 1 I ; \4s\ 1 _f- - g \ \ \ -- / t / // / l t 1 t BOA ` 1 \ ! \ _ { I) \ \ \ \ \ / / \ % 1 � ! \ v ML 'PI ' �•. I ,I ,� � -� � �• �''``�_ ~ � c' � r • \ \ �... F.F. / . -- / . ,40'Y A) Ai ;t { / ILL-, ,� Al 7 _ r � / / ..-' / J � -,�_-, *.• �-� �. \ _ X.f, R ISER �!� % ��•e t l I I DETAIL x I #30 , ( r I ? O . 1 r AN I N I "t � 0 j �— , I _�' 1-1 1'4 u -- W_ /34 I J i % \ t �r / rx. �TnF \ o �z , ��'! C; h1 � r \\ cy ! y)X EX. FIRE �` X. Ti?ET If Af All t 7`�3;�4. {„+ice w v Y +� r- -�-""" ..r` 1` t1 ,�\� -- IV_ATE) - - -- ( o _r f• - �' ��// �'` /r I F.Il � �_ _EX. ��I�'.FFT---------` - __ -, -- -- - `�___.1 ` a ° i i � /a �/�✓ -:%` / � � 7��'E�5 ' / � ~- ` \ 1 / ' 1 x i APFRox. L(\'-;.AT v, p.� rSTO APPROX. LOGATIGN " O NATERLINE ESMT. �� 1\ l , jYl - _ — x./ DE 344 PU -1�Ici �a '`,�2� ,�tv // /" 53-A-53 � tl . , KATHERINE P. VEBER -- -- ...... _ �` — '" � ) \ J X. F I R3: / � i o � g '�.° , � ��Z ZONED: RP - s i / %� ,- / / / USE: RES. 1 't \ 1 { ! / _`" -,`. •. _ _ \, /i/ _ _. �'_' �CRAN ( / ;� � \ I f DB. 324 MPG. 188 4• 20 • •• ,0 OF 1 MARK D, MITH 9 No.022837 SjONAL F a� LL LLJ N c) E-+� z Qx O� > u< z H O12) V11D 0W O �O QO �U za cl) �w O Z W W E-' Ow w Z � ~ Cif O x W U) 3: DATE: 01/08/02 SCALE: 1"= 40' 80 DESIGNED BY. AS FILE NO. 2039 SHEET 3 OF 3 _. a N O O N m 4i LH m N c D :3-- Cc Q 0 cn U rn m 0 N CD Cn c a Ql C L CD C .01 C w i w M z H w i rn M 0 N U) CD .- GENERAL NOTES VD0T GENERAL NOTES LEGEND VICINITY MAP 1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the latest editions of the Virginia Department of "=2000' Z County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and EXISTING INTERMEDIATE CONTOUR 33 SCALE 1 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, Sediment Control Regulations and any other state, federal or local regulations applicable. In EXISTING INDEX CONTOUR 330 W must be provided prior to issuance of the site development permit. The approval of these plans in no way the event of conflict between any of these standards, specifications or plans, the most 40 W relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion stringent shall be govern. PROPOSED CONTOUR Control Handbook. EXISTING EDGE OF PAVEMENT EX E/P tea, Z 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety PROP E/P (VDOT) and Frederick County prior to construction in existing State right-of-way. and Health Administration and VOSH Rules and Regulations. PROPOSED EDGE OF PAVEMENT N 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is EXISTING CURB AND GUTTER EX C&G Q Z required under State law. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, PROP C&G - W 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held shall be in accordance with the current edition of VDOT's work area protection manual. PROPOSED CURB AND GUTTER �� CV with the Developer, Count Representatives, and Representatives of the Virginia Department of Transportation P Y P P 9 P P (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be Furthermore, all traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and Bridge Specifications, Section 104.04-C. CG-6 0 CC-6R TRANSITION FROM CG-6 TO CG-6R SAL° wEaTMirE� ca�urar \ VICINITY MAP VE \ coo CO � -., os � responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to NZOM' o „ o� I Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, EXISTING TELEPHONE LINE k CO co N 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a including traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility PROPOSED TELEPHONE LINE T T SITE an I 0)company. representative of the developer must be available at all times. It is the sole responsibility of the developer to locate and identify utility facilities „ EX. 15 RCP �, --� -� 0 1 9 CQ or items, which may be in conflict with the proposed construction activity. VDOT approval of EXISTING STORM SEWER o Z x 62 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic these Ions does not relieve the develo developer of this res onsibilit P P responsibility. PROP. 15 RCP 62 Control Devices (MUTCD). -0 PROPOSED STORM SEWER rv, 01 8. All unsuitable material shall be removed from the construction limits of the roadway before placing V5. Design features relating to field construction, regulations, and control or safety of traffic o W •� ,0 embankment. may be subject to change as deemed necessor b VDOT. An additional expense incurred as P any EXISTING SANITARY SEWER PROJECT INFORMATION a 9. All pavement sections on the approved plans are minimum sections to be utilized when the actual California a result of field revision will be the responsibility of the developer. PROPOSED SANITARY SEWER Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed for actual determination of required pavement thickness prior to placement. All final pavement and base V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary EXISTING ELECTRIC SERVICE P course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and VDOT land use permits for any work on VDOT right-of-way. SecondaryRoads in Virginia", ginia, and shall be based on a sufficient number of CBR tests to determine the true PROPOSED ELECTRIC SERVICE STREET ADDRESS 300 WESTMINSTER DR. ,. IL4 o support values of the soils in the subgrade. Final pavement design shall be submitted during construction V7. If required by the local VDOT Residency Office, a pre -construction conference must be EXISTING GAS LINE WINCHESTER, VA 22601 a) 0 and prior to placement, P P arranged and held by the engineer and/or developer with the attendance of the contractor, v 10. All various Count agencies, utility companies and VDOT prior to initiation of work. y g y P P PROPOSED GAS LINE MAGISTERIAL DISTRICT STONEWALL �• r~ roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated g P PARCEL IDENTIFICATION NO. 53-((A))-63A w rn on the plans and as required at the field inspection. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or PROPERTY LINE LOT AREA _ 48.2747 AC (TOTAL -COUNTY ONLY) 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall cease for any undetermined length of time. VDOT will also require 48 hours notice for any be minimum 6" diameter and conform to VDOT standard SB-1. inspection. FLOW LINE -� - -t - -► - -.. DISTURBED AREA 13,600 SQ. FT. 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than FENCELINE X X X X X X X X X N .31 AC one litter receptacle shall be provided at the construction site. V9. The contractor will be responsible for maintaining adequate access to the project from the EXISTING POWER POLE CURRENT ZONING RP 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to adjacent public roadway through construction and maintenance of a construction entrance in CURRENT USE RESIDENTIAL entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take Handbook, Control H Virginia Erosion and Sediment CoaooS accordance with the ection 3.02. EXISTING TELEPHONE POLE � PROPOSED USE RESIDENTIAL 2 THREE BEDROOM SINGLE UNITS SINGLE STORY whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free Furthermore, access to other properties affected by this project shall be maintained through condition at all times. construction. The Developer shall have, within the limits of the project, an employee certified EXISTING WATERLINE W/ TEE w ! T i REQUIRED DUPLEX SETBACKS: FRONT: 25' *Notification by the Department of Conservation and Recreation in Erosion and Sediment Control who shall T' 10' 14. shall be given to the appropriate utility company prior to construction of water and/or sanitary inspect erosion and siltation control devices and measures for proper installation and PROPOSED WATERLINE W/ TEE -"�'� w ' w SIDE: sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut deficiencies immediately after each rainfall, at lest daily during prolonged rainfall, and weekly REAR: 25' C/1 sheets, and connections to existing lines. when no rainfall event occurs. EXISTING FIRE HYDRANT UNITS ARE NOT INTENDED TO BE SOLD SEPARATELY HOWEVER ALL MINIMUM 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current YARD AND LOT REQUIREMENTS CAN BE SATISFIED. Z standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during EXISTING WATER VALVE w e w �D 16. The location of existing utilities shown in these plans are taken from existing records. It shcll be the and at the end of construction. PROPOSED WATER METER (DMINIMUM LOT AREA REQUIRED: 5,500 SQ.FT. >_4 contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V11. All water and sewer lines within existing or proposed VDOT right-of-way are to have EXISTING REDUCER BUILDING HEIGHT: PROPOSED BUILDING HEIGHT 16' NOT TO EXCEED 35' � >= prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing " ,_.., utility verification and the proposed construction. minimum 36cover and when possible, to be installed under roadway drainage facilities. PROPOSED REDUCER w OUTDOOR LIGHTING: STREET LIGHTING IS TO BE PROVIDED USING SAME LIGHT 17. The developer will be responsible for an damage to the existing streets and utilities which occurs as a p p Y g g V12. Any unusual subsurface conditions encountered during the course of construction shall be STOP SIGN -v- STANDARDS AND PATTERNS ESTABLISHED IN THE EXISTING SECTIONS OF COTTAGES. ALL LIGHTING TO BE SHIELDED Cc 44 result of his construction project within or contiguous to the existing right-of-way. immediately brought to the attention of the engineer and VDOT. Work shall cease in that HANDICAP RAMP (CG-12) TO PREVENT ILLUMINATION OF ADJACENT PROPERTIES. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies vicinity until an adequate design can be determined by the engineer and approved by VDOT. DENOTES LOCATION OF STD VDOT W must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site CG-12 AND/OR JURISDICTIONAL OPEN SPACE: EX. OPEN SPACE 38.34 AC. = 79.4% development permits. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a STANDARD RAMP CONSTRUCTION Al2 PROP. OPEN SPACE 38.19 AC. = 79.1 Z 19. The developer will be responsible for the relocation of any utilities which is required as a result of his VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT be to insure the is PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES co W Or., project. The relocation should be done prior to construction. representative shall present sample obtained representative of the location. ENVIROMENTAL FEATURES 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected When soil samples are submitted to private laboratories for testing, the samples shall be identified labeled belonging to TEST PIT LOCATION ® FEATURE EXISTING ACREAGE DISTURBED PERCENT Q in accordance with state law. In the event ravesites are discovered during construction, the owner and g g clearly and as a project which will be accepted by VDOT and that testing shall be conducted according to all applicable VDOT standards. FLOODPLAINS 0 0 0 ,--, W (Z)engineer must be notified immediately. LAKES & PONDS 0 0 0 04 U] Z 21. The contractor is to verify field conditions to and during construction and notify Greenway Engineering HANDICAP PARKING H/C 0 prior V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches WETLANDS 0 0 0 a �, at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. "A" shall be compacted in 6" lifts to 95% of theoretical maximum density as determined by SINKHOLES UNKNOWN UNKNOWN UNKNOWN 0 � Z 22. Controlled fills shall be compacted to 95% of maximum density as determined by method per standard AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of VEHICLES PER DAY COUNT 100 NATURAL S.W. E- W proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a r;gistered any dedicated street right-of-way. At the direction of VDOT Inspector, density tests' PROPOSED BUILDING ENTRANCE DETENTION AREAS 0 0 0 W 114 N O professional engineer and results submitted to Frederick County prior to pavement construction. If a performed by a qualified independent agency shall be conducted as required in the VDOT Road STEEP SLOPES >25% 5.7 A.C. 0 0 �r. U) U geotechnical report has ben prepared, it should supersede the requirements in this note. and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT WOODLANDS :-25% 27.2 A.C. A.C. 1.0% U) O a: 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating blasting least two (2) days, but more than ten (10) working days, to commencement approval. EXISTING STREET LIGHT .31 [-+ U or at working not prior V15. VDOT Standard CD UD installed of excavation or demolition. Names and telephone numbers of the and operators underground utility lines and under -drains shall be where indicated on these plans PROPOSED STREET NAME SIGN W in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. and further where determined necessary by VDOT Inspector. V16. The installation of any entrances and mailboxes within dedicated PROPOSED SANITARY LATERAL CLEANOUT 10'-' C) any street right-of-way VDOT design the NOTE: ALL PROPOSED UTILITIES SHALL BE LOCATED UNDERGROUND 04 shall meet minimum standards and is responsibility of the developer. SANITARY MANHOLE INDENTIFIER 12 x Z_ W E4 V17. Prior to acceptance by VDOT of any streets, any required street signage and/or be installed by the developer VDOT's discretion, VDOT STORM DRAIN STRUCTURE IDENTIFIER O Z O pavement markings must or at by on an Authority Power: Allegheny Power account receivable basis. Stop signs shall be thirty (30) inches tall with high intensity U) Water/Sewer: Frederick County Sanitation sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and the EASEMENT LINE P.O. Box 1877 P.O. Box 1458 post shall be installed a minimum of four (4) feet from the edge of pavement. Sign posts a Winchester, VA. 22604 Hagerstown, MD 21741 shall be of a type found on VDOT's approved list. A copy of this list may be obtained from CENTERLINE (540) 868-1061 1-800-654-3317 the District Material Section. Contact the local VDOT Residency Office with any questions EXISTING SPOT ELEVATION 12.0 " ''ay A� SITI" ' `r ," PPROVED '`' Phone: VERIZON Gas: Shenandoah Gas Co. regarding sign material and placement. +� PROPOSED SPOT ELEVATION 715_ 3 600 E. Main St. P.O. Box 2400 V18. The developer to the local VDOT list PATE�( 23219 VA must provide office a of all material sources prior Q Richmond, VA Winchester, 22604 to construction. Copies of all invoices for materials within any dedicated street right-of-way EXISTING TREE DRIP LINE (540) 954-6282 (540) 869-1111 must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. EXISTING TREE „ U) ���� T5 OAK 15 PINE MISS UTILITY 1-800-257-7777 V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a OAK PREVIOUSLY APPROVED SITE PLAN #21 -01 W W FCSA CONSTRUCTION NOTES mechanical spreader. Density will be determined using the density control strip as specified in PROPOSED TREE �- PREVIOUSLY APPROVED MASTER PLAN �05-01 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 NOTE: THIS SITE PLAN FOR TWO SINGLE-FAMILY UNITS #36 & 37 ONLY! the Residency Office. In additions to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. DATE REVISION ,SEAL COVER SHEET 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. VDOT's Road and Bridge Specifications -Section 315. Density will be determined using the f Z5 OZ nE�Z �2ED• CO • i� K�6�1! _. CO G• T5 Project Name: 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY. density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to WESTMINSTER CANTERBURY 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. the Residency Office. A VDOT representative shall be notified and given the opportunity to be 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER METERS THROUGH present during the construction and testing of the control strip. F� 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH Owner: Address, Including Zip Code & Telephone No. ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE V21. Approval of these plans shall expire three (3) years from the date of the approval letter. 300 WESTMINSTER DR. BETWEEN THE TOP OF THE COVER AND YOKE BAR BE BETWEEN 18 AND 21INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE ., WESTMINSTER CANTERBURY WINCHESTER, VA 22601 METER BOX ASSEMBLY INSTALLED CORRECTLY. MARK D. ATTN: MICHAEL PEASLEY ) (540) 665-0156 �' 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 ASSISTANT. AN - No.022837 p O{ •Z_1'V Developer: AddFess, Including Zip Code &Telephone No. y��QL ,� C�' � � DEB 300 WESTMINSTER DR. APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. . �yti `Sj0 B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES. r/� n V SHEET INDEX NAL .WESTMINSTER CANTERBURY WINCHESTER, VA 22601 C. FOR ALL 1 1 /2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING TO THE PROPERTY a ATTN: MICHAEL PEASLEY � EPT OF ptANNINGIDfVELOP���(540) 665-0156 LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY WILL INSTALL THE METER. Engineer Certifying Plan: Address, Including Zip Code & Telephone No. D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: 151 WINDY HILL LANE A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. COVER SHEET SHEET 1 GREENWAY ENGINEERING WINCHESTER, VA 22602 B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE WORK BEGINS); 3) ROAD AND UTILITY PLAN SHEET 2 (540) 662-4185 MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED. 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. GRADING AND EROSION CONTROL PLAN SHEET 3 PROFESSIONAL SEAL & SIGNATURE APPROVAL DATE: fl 1 /08/02 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION ASSEMBLY, AS REQUIRED, THESE PLANS ARE IN CONFORMANCE WITH INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A REMOTE READOUT IS REQUIRED. COUNTY OF FREDERICK STANDARDS AND SCALE: N/A 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. A REMOTE READOUT IS REQUIRED. ORDINANCES. ANY DEVIATION OR CHANGE] IN THESE PLANS SHALL BE APPROVED BY ©, �% DESIGNED BY: THE ZONING ADMINISTRATOR PRIOR TO L�7'� CONSTRUCTION. FREDERICK COUNTY ZONING ADMINISTRATOR DATE AS * SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL JOB NO. 2039 * F.C.S.A. APPROVAL VALID FOR (2) TWO YEARS FROM DATE OF APPROVAL SHEET .1 OF 3 m a rr 0 0 cv r- v v cv Li-i m CV C 7 ro QJ 3 3 'D X m a fV O O N O 0 N m CV C ro 01 3 EROSION/SEDIMENT CONTROL LEGEND >. KEY SYMBOL DESCRIPTION Ok--X —x SILT FENCE \ 4449 ,y 8 OQ" Q 78 F.F.= 5FSL IDS_ 6' / 3 Ag /? N S I L SCREEN I N\'y40 k \ FO6.O I 1 t t �'4.2. e I tLi / /f ` -� \ \ ` N I \ �7�r `7 `,• 1 bo: �' / \ \ } j / iS, of ' IOR 51 SGREENING \\ ° z De '�4��C + ;` ; ��, i f= \ ..�O r.o I `'\\�� , ► ! f f f �"�'� \ ; to NORTj-I $-4 \3 pq�~ ,f DBj �LRI °r� J$ r�s - F.,�= r / (; 1 `,-- "t\� . ! i _ _ j i I -�'' `� f \ \ `C " \ \ i \ t \\ ` \ �b'b t �i.� ,� r `'�- ,•-- .� •\` I I I \ h•. D8 727 F, �H\� r G 771 IfD$ °L 504`1 Jj j , -P - \ ` t > .�_ 1 / 1\';,w Z W W Z Z W cQ o co U) co CQ 1- a : coto to Z 7.-y x� 't { toN W oa aU.3 U '-' LO Hw 1-4 GE CA -Il/ C J �^ems• j { \\ — --t , ~` 1 \ \ t \ \ t \ \ \ ( \ ) ( / � j , /�- � �`` —_ _-_._ 3 r` � � �J ��°!r rat � f / a\ • ! `~ e•� ,-, � � � � / ._..., t l \ i 11 t \ ( �� t PROP. 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FIRRES.f 1-1 -__ N�RRANT ,, � DB. 324 MPG. 188 'I 20 I 'I .0 SI i a �, wcn w N 0 A N 0,10 I MARK D• MITH 9 No,022837 `�IDNAL v "LLW LLJ H FZ �rr� Q 0 > ZU1 O Q 0 " U) O U) Wad � QO� za � � aU �w Z Q � O � H a'Z cf) W rx DATE: 01/08/02 SCALE: 1"=40' DESIGNED BY- AS FILE NO. 2039 SHEET 3 OF 3 X