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Home My WebLink About09-01 Crider & Shockey, Inc. - Shockey Yard T - Beds - Stonewall - BackfileQ. CENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP C'3 Z EXISTING INTERMEDIATE CONTOUR------,- �� `r `` SCALE 1" 2000' Vl. All work on this project shall conform to the latest editions of the Virginia Department of 1. Methods and materials used in the construction of the improvements herein shall conform to the current P Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and EXISTING INDEX CONTOUR �� •., t ,. \i �_.1�1�� , F , -. .: ; r W County construction standards and specifications and/or current VDOT standards and specifications. Sediment Control Regulations and an other state, federal or local regulations applicable. In the these event of conflict between an of standards, specifications or lens, the most stringent shall be Y P P g PROPOSED CONTOUR 40 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, must be provided prior to issuance of the site development permit. The approval of these plans in no way govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and P Y P P Y EXISTING EDGE OF PAVEMENT EX E/P PROP E PEr / relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment p g p g� Health Administration and VOSH Rules and Regulations. PROPOSED EDGE OF PAVEMENT EX C&G f p r E 1I a� ea dace . Control Handbook.f Virginia Department Transportation V3. When working on VDOT right all traffic control, whether permanent or temporary, shall EXISTING CURB AND GUTTER - - - - - - - r i ::,1 :F 4 ,r� 1 f1 �h W 3. A permit must be obtained from the Office of the Resident Engineer, of be in accordance with the current edition of VDOT's work area protetion manual. Furthermore, all PROP C&G (VDOT) and Frederick County prior to construction in existing State right-of-way. traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and PROPOSED CURB AND GUTTER00 4. Approval of this plan does not guarantee issuance of an entrance permit b VDOT when such permit is PP P g P Y P Bridge Specifications, Section 104.04-C. CG-6 CG-6R 5 i" r �: `-, `�° �s s; �t o ' ' r r -- os cat r" required under State law. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including TRANSITION FROM CG-6 TO CG-6R A r• r 11.5 62 „ 5. The exact location of all guard rails will be determined by VDOT personnel. A joint inspection will be held traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility company. It is the sole responsibility of the developer to locate and identify utility facilities or items, which may P Y P Y Y Y EXISTING TELEPHONE LINE T- % ,r 3 '`�� °�° c� co'n 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 r -- -�' y,� ° ` ' I rn I (VDOT) to determine if and where guard rail and/or paved ditches will be needed. The developer will be relieve the developer of this responsibility. EXISTING STORM SEWER EX, 15" RCP =" t� r . r� "� A� i C Z x c� ,> responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to Guard Rail Paved Ditch Specifications. V5. Design features relating to field construction, regulations, and control or safety of traffic may - �- r- - PROP. 15 RCP as'a• ��' :•`r r r �,� _,... y k;. ,. P „�, f ,- .. W s; � a; z� I Virginia Department of Transportation (VDOT) and be subject to change as deemed necessary b VDOT. An additional expense incurred as a result of Y Y Y P PROPOSED STORM SEWERS �" "S"` " ` ` " ids'. b o ] g ® aamir o:� W0 It 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a any field revision will be the responsibility of the developer. P1 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 EXISTING SANITARY SEWER PROJECT INFORMA TION o >C H w 7. 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 Control Devices (MUTCD). V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged EXISTING ELECTRIC SERVICE SHEET I COVER SHEET 8. All unsuitable material shall be removed from the construction limits of the roadwaybefore placing P g and held by the engineer and/or developer with the attendance of the contractor, various County PROPOSED ELECTRIC SERVICE SHEET II OVERVIEW ., &0 embankment. agencies, utility companies and VDOT prior to initiation of work. SHEET III SITE PLAN 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 notify the local VDOT Residency Office when work is to begin or cease for EXISTING GAS LINE - SHEET IV EROISION & SEDIMENT CONTROL PLAN a ? 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 � � W 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 PROPERTY LINE r: adjacent public roadway through construction and maintenance of a construction entrance in PARCEL IDENTIFICATION NO. 54-((A))-15 on the plans and as required at the field inspection. accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, STREET ADDRESS: STIN32.6 LANE 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall access to other properties affected by this project shall be maintained through construction. The FLOW LINE -' -. - ... �- - .. �- TOTAL AREA: 32.6 AC 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 Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation FENCE LINE ----� PROJECT AREA: 33,9160.5 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 ��? .PP DISTURBED AREA: 33,9160.5 at lest daily during prolonged rainfall, and weekly when no rainfall event occurs. CURRENT ZONING: M-2 one litter receptacle shall be provided at the construction site. EXISTING TELEPHONE POLE TP 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 USE: NONE 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 } PROPOSED USE: T-BED whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free Vll. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum PROPOSED WATERLINE W/ TEE • �- condition at all times. 36" cover and, when possible, to be installed under roadway drainage facilities. SETBACKS REQUIRED O_ 14, " Notification shall be given to the appropriate utilit com an prior to construction of water and/or sanitary gY company P / Y V12. Any unusual subsurface conditions encountered during the course of construction shall be PROPOSED FIRE HYDRANT CW FH FRONT 75' �'�� ® �� ° ®� sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity REAR-�`5�,Q� UJ sheets, and connections to existing lines. until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE SIDE 25' 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT PROPOSED WATER METER standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. representative prior to placement and fill. Where CBR testing is required, a VDOT representative EXISTING REDUCER shall be present to insure the sample obtained is representative of the location. When soil samples LANDSCAPED AREA CALCULATIONS 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the are submitted to private laboratories for testing, the samples shall be clearly identified and labeled PROPOSED REDUCER contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed as belonging to a project which will be accepted by VDOT and that testing shall be conducted � STOP SIGN LANDSCAPED AREA REQUIRED 15% = 21,300.84 S.F. prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing accordingto all applicable VDOT standards. PP LANDSCAPED AREA PROVIDED 26.1% = 54,450.0 S.F. utility verification and the proposed construction. V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be VEHICLES PER DAY COUNT 100 ~ 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method PROPOSED STREET NAME SIGN + result of his construction project within or contiguous to the existing right-of-way. A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector, density tests performed by a PROPOSED SANITARY LATERAL CLEMOUT N91 SIGHT LIGHTING PROPOSED AT THIS TIME 18. When grading is proposed within easements of utilities, letters of permission from all involved companies qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A w must be provided to Frederick County prior to issuance of grading and/or site development permits. copy of all tests shall be submitted to VDOT prior to final VDOT approval. SANITARY MANHOLE IDENTIFIER 12 0 V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and' 19. The developer will be responsible for the relocation of any utilities which is required as a result of his further where determined necessary by VDOT Inspector. STORM DRAIN STRUCTURE IDENTIFIER O project. The relocation should be done prior to construction. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. EASEMENT LINE 20. These plans identify the location of all known grave sites. Grave sites shown on this plan will be protected in accordance with state law. In the event grave sites are discovered during construction, the owner and V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement. CENTERLINE engineer must be notified immediately. markings must be installed by the developer or at VDOT's discretion, by VDOT on an account 12. 6 receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The EXISTING SPOT ELEVATION 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed + at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on PROPOSED SPOT ELEVATION 7153 22. Controlled fills shall be compacted to 95� of maximum density as determined by method "A" per standard VDOT's approved list. A copy of this list may be obtained from the District Material Section. Contact the local VDOT Residency Office with any questions regarding sign material and placement. EXISTING TREE DRIP LINE proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement construction. If a V18. The developer must provide: to the local VDOT office a list of all material sources prior to �"� geotechnical report has been prepared, it should supersede the requirements in this note. construction. Copies of all invoices for materials within any dedicated street right-of-way must be EXISTING TREE S!�� 4�l,� , 15" OAK 15" PINE provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2) working days, but not more than ten (10) working days, to commencement may be obscured. PROPOSED TREE r ^ RED MAPLE Q prior V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical �Ri�i � of excavation or demolition. Names and telephone numbers of the operators of underground utility lines be to in spreader. Density will be determined using the density control strip as specified in VDOT's Road and W in Frederick County appear below. These numbers shall also used serve an emergency condition. Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these HANDICAP RAMP (CG-12) tests. A certified copy of the test results shall be provided to the Residency Office. In additions to depths, VDOT be DENOTES LOCATION OF STD VDOT I H UTILITY CONTA CTS checking stone a representative shall notified and given the opportunity to be present during the construction and testing of the density control strip. CG-12 AND/OR JURISDICTIONAL STANDARD RAMP CONSTRUCTION f V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road PARIHNG INDICATOR » � and Bride Specifications- 315. Density will be determined using the density control strip as g P Y g Y P INDICATES THE NUMBER OF TYPICAL PARKING SPACES ~' > Water/Sewer: Frederick County Sanitation Authority Power: Allegheny Power specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Q P.O. Box 1877 P.O. Box 1458 A certified copy of the test results shall be provided to the Residency Office. A VDOT representative a E Winchester, VA. 22604 Hagerstown, MD 21741 shall be notified and given the opportunity to be present during the construction and testing , of the [.., (540) 868-1061 1-800-654-3317 control strip. W Z Telephone: Bell -Atlantic Gas: Shenandoah Gas Co. V21. Approval of these plans shall expire three (3) years from the date of the approval letter. O P.O. Box 17398 P.O. Box 2400 0 Baltimore MD 21297 Winchester VA 22604 V22. Final location of CG-12 Curb Ramps shall be determined by VDOT inspector. P (301) 954-6282 (540) 869-1111 MISS UTILITY 1-800-257-7777 W �_ U LU Q FCSA CONSTRUCTION NOTES FIRE MARSHAL'S NOTE 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET Fire lane markings and signage. V Z ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. Any "No Parking" signs and yellow painted curb and fire lane O2. O THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY. I_ � locations to be installed under the direction of the Fire Marshal's Office. EAL COVER SWEET T 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER METERS THROUGH FRAME TO BE PROPERLY ALIGNED WITH Project Name: 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE AND COVER ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE HANDICAPPED PARKING NOTE Qco BETWEEN THE TOP OF THE COVER AND YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER RESPONSIBILITY TO HAVE THE TH �,,�j, OF BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S Dr � Owner: Address, Including Zip Code t Telephone No. METER BOX ASSEMBLY INSTALLED CORRECTLY. 5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: Handicapped parking spaces and aisles shall slope r,2, PROFESSIONAL SEAL a SIGNATURE 1051 MARTINSBURi3 PIKE CFZDEfR 5 H O C ",� / INC. WINCHESTER, VA 22603 A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING ASSISTANT. AN no greater than 2% in all directions. U MARK D. SMITH 9 (540) 665-3286 APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. THESE PLANS ARE N CONFORIANCE WIT14 Developer: Address, Including Zip Code t Telephone No. B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES. N0.022837 FREDERICK COUNTY STANDARDS AND TRIP GENERATION DATA C. FOR ALL 1 ON AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH &INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY WILL INSTALL THE METER. 0 ORDINANCES. ANY DEVIATION OR CHANGE ¢�'e I I 5 j� 1� j4 5 /� 0 V ti. � M Tl-4ESE PLANS SHALL BE APPROVED BY y� y�4 SAME AS AB01/E D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. `S'Sj0 NAL THE DIi ECTOR OF PLANNING PRIOR TO FEB2001 CLASS USE PER PERSON NO. EMPLOYEES TRIP RATE VPD 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: CONSTFAJCTION Engineer Certif in Plan: Address, g y 9 Including Zip Code t Telephone No. A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. ® Te OF PLANNING/DEVELOPMENT B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED. GOREEU IWA%"C 151 WINDY WILL LANE �% V SHEET INDEX 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. THIS RE VI T�TT I ®N // 1 L NOT ENG;INEEFZNG�PHONE WINCHE�(540) 6�2N4185IA 2602 DATE: 02/20/Ol 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION ASSEMBLY, AS REQUIRED, Q AI p C'.)VAL SCALE: N/A INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A REMOTE READOUT IS REQUIRED. AFFECT TRIPlrEl r 71 T V F A Tl®N% 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A RPZ BACKFLOW COVER SWEET SHEET I OF 2 DESIGNED BY: JNT ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. A REMOTE READOUT IS REQUIRED. SITE PLAN SWEET 2 OF 2 FREDERICK COUNTY ZONING ADMINISTRATOR DATE FILE NO. 2840 AS PERFORMED BY CALLOW TRANSPORTATION CONSULTING ON SEPTEMBER 23, 1998. • SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPARTMENT APPROVAL • SiTE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FRED. CO. SANITATION AUTHORITY APPROVAL SHEET 1 OF 4 vr6 CD Z W W :::: : - A-Z "'v 01 cat It /'A/ ` �\ 1 c20 v ao f // �I/ 1J11 �jl ��\\��J// 1j/r%%�tr //� / ✓�/ / 1/ i� // �``'� Z x Lo Cv '4r''�� W a :A tio `-� ! � / I , � \. ,. ' ..r'"..�".,�'' _:, .:. -•-1 // f��/r//�r1 ri`_',r �. �) .,- / -.. '` ., .-' / // it -' .,-? .- -'•'' -` (L w �n I � I t / ! _, �'..- -- _, / '= -- // / /f/// � // ��r � I •'. 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SMITH 9' No.022837 '� l \ �\ "�--- '•� \ ( \-� 0111 0 / _ \ \ \ PRECAST FOR \� � �. \ / - -- ' \ BUILDING v \ c / �.�/ Q/ / / / ✓ / -- f / �I L r a 544( % —1 \ i� �� f 'l -� /* l err i \ /�� /// ( ¢ i r(•.I (/ / \ SHOCK E' BROTHERS Ift-. 200 0 200 �00 f/ \,,\l ( { ( �,. ` oNED, M� \` ` ` \ USE: INDUSTRIAL ( ii - i O \ t� \ ,,•., r. �` rt~'+1 // ! •»..,.Q a v�STERN Rp,ILROAD or 50ALE. I - 200\� �' �• \ ,,' / 1 �1� .\ J�.' Wow- \ ~' \ \ 1 f ,may.►! y ----- ...� r' . - N / '`� ✓ / �o \�\ / �•` 1 S •• �-. J, /----' = n.,u.. AL WSINEW In 9—p7/7 771 ..'�/, / - �„ �,:.,.:. -- -•-t � ,� ' � - ��--, I � --_ � \ / - �- / 1 a ,..-•'" o � � �� ° ! ,`,'Jr� PG 52cr �.-. �, L 0 \ �p j z A.C. LTD. r 1�, „A►i.i ' f / r`" 7�� >- t DB 507 P6 'S" ) , •% O 2-W / W < E-- Z W E-4 1A AC WINCHESTER MANOR i \�• ' �� ' \ .� ffo/ t' ° �- / �� Q r�-t DB >� P6 665 Q JAMES UPTON o saMa •/' E� � f ✓ DB 345 P6 58254-4-25 010 -'` ..-�`b. ''�`" / ./ � \ �1 � e� `4 Z _ ,e• LSD '\ ►-� AC WINCHESTER I $ �, 4�t :'\ CORPORATE �� _ _( Oo o--A/ 1 �, LIMITS ti. ` f, !T / \,0 ' /� J pe�l / DATE: 02/20/01 SCALE: 1" = 200' DESIGNED BY. JNT FILE NO. 2840 SHEET 2 OF 4 0 0 Ln m (U LLL L LL C, 3 X Lu uj ui IN IN co "It CD tic cj co N uj Lij ci Lo o SHOD IN / Y BROTHERSZONED: M2 USE: W� INDUSTRIAL I �L ,- � �- � \ � • \ \ � � \ / �' \ _-'_ �i'� �� eill Low 1--oo" o Xil/ ,30 ��—/019 / 110, / f r 'l / \ \ \ oo" p o v� o ► 3 / \ \ DENSE vE�. f / / 21 ,\� / / } / / \\ /�� ' \ � }1 I I � \ � o \\, � I / f � • a , . •! � •: a � �� / � _ _... � /// I SINK �T �I L� `� ,, � f \ ' `„- • a if / \ \ / _ ` ` \\ / /ram— - ' r' '- . �= -�� \ ,�_� / • d _ ZOME1-10,co _ 1� / 20 - rx / _ / ` .►►i �- — DENSE 'AEG �/� _. _ __ _ Q ' ' " _ -` . _ -- • .. -- r �.. --_. .. ""_�� 3 8g,8 ►-i 'J Will PILES .r F� \ _ _ OGK�� LPH Q ~ U _ ONED: M-2 B-2 1 � `�� `•., \-......-• ^ \ � / .•-_.t- . _ ._..---^'" __----'"f '1 �•\ � +. J.✓.I�.IIC,IT r ...•.. "•. ,'" // > ' J— r 1 W _ _ _ _ _ _ __ -- — --- `� ,/ /' i — -- ....-- `-' — E(� •, -- — C•..._.• "'. .i -!�� • DUSTR I AL / BUSINESS ,.-.,'-__'__' �' \,—��" >=ljp� w w ,...-- .." -_- __-- _-- __ _ , - - �\ PILES I / / /�/ •%' - `PILES] \ �� 5.1 AG \ ` W W fL4 / a! j -'_ -- _—� -- PiL _ — — . , -__ PILES , // / PILES ��" ." _ -- \ / / // z 0 E--4 awl 100, P<\\- ILES lit, PILES I ZONED: ICI-2 .•• -- - // / � DATE: 02/20/01 USE: INDUSTRIAL j PILES � -- / ~- g\ 3.7-,A , SCALE: 1"=50' DESIGNED BY: -M NOTE: NO S I C7HT L 16HT I NC-2 PROPOSED 50 25 0 50 100 FILE NO. 2840 AT THIS TIME. 56ALE. 1 �� = 50' SHEET 3 OF 4 0 O CU cn Ctl In 66 CD In CV -m C) LL C O CD cl- 0 Lp v (2] CU LLI In Z 01 J CD Cu Q, LLI CJ jo - Cn ro v aj IZ Cu 0 L (f7 i 0 01) R, (n CD ii 0 x 0 CONSTRUCTION OF A SILT FENCE TEMPORARY SEDIMENT TRAP ROCK CHECK DAM Z (WITHOUT WIRE SUPPORT) m 1. SET THE STAKES. 2. EXCAVATE A 47C 4" TRENCH 1 VARIABLE UPSLOPE ALONG THE LINE OF �� 2 ACRES OR LESS OF DRAINAGE AREA: W STAKES. ORIGINAL VARY • 8'NW(. GROUND ELEV. W 1.0' / SINKHOLE FILTRATION 5"r S TE M � 67 CU. YD./ACRE N = V/RIARF• 8. 3. TH 0 / —��/ / r 67 CU. YD./ACRE R I FRAF 1 /3 LIFT OPTIONTER AL ( ,,>E„) (DOWNSTREAM W ��4' o CD I I I I (EXCAVATED) 2 TO C I I FlLTER CROLID °�V' VDOT #1 CONTROLLEGEND >- CV � mot' 1 4" 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT *SEE PLATE 3.13-1 COARSE AGGREGATE. CLASS I RIPRAP ,�I TO STAKES AND EXTEND THE EXCAVATED SOIL. w TEr Y COARSE AGGREGATE KEY NO. KEY SYMBOL DESCRIPTION FLOW l 3' a) � � 0 3 qp � N Go � cq TT INTO THE TRENCH. CROSS SECTION OF OUTLET g� O CRY GRAVEL CONSTRUCTION Z � x p n � CLASS I RIPRAP LENGTH (IN - FEEL) 6 X DRAINAGE AREA 3'm 0 - gl�T F� 2-10 ACRES OF DRAINAGE AREA: 3� I�' STOR'1 DRAIN INLET PROTECTION 4-3 W p r- o ,� to (IN AC.) DIVERSION DIKE FLOW -g• 3ift ® D TEMPORARY DIVERSION DIKE 3.10 O TEMPORARY FILL DIVERSION ,C, V O R I PRAF 1 /5 LIFT III�� — II TO 1 II I SHEET FLOP INSTALLATION��_- �- 3. 3.12 ® ♦.�..� DIVERSION cLOTs o, (PERSPECTIVE VIER) _ ��---_� (OPTIONAL) 3.13 9T ®F 1EMPORARr SEDIMENT TRAP (DOWNSTREAM VIER) 318 ® rlJ OUTLET PROTECTION 'ti O O � � _� _ r w j� j� A A / I� I P I\ A P 1 /3 LIFT ��\ '` l I /� �`��` y ��// / \ //// y 3.20 O ' --' -- 0-EM DAMS COARSE VDOT I AGGREGATE 333 SO SODDING $4 D W COARSE AGGREGATE" 1 � I I � 1 � o ` � I�\J �. /�� 338 O O—O O TREE PROTECTION \ ��A� FlUER CLOTH FLOII y 1,I 3 — L LIMITS OF CLEARING t GRADING II �� POINTS A SHOULD HE HIGHER THAN POINT B. DRAINAGE DIVIDES DRAINAGEWAY INSTALLATION 'COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 (FRONT ELEVATION) OUTLET (PERSPECTIVE VIEW) CIMD ciAsa I R�RAP * WIT14N SLOPE ASTER CRITICAL START �OF°PE GRATD°M 6�DODDEMD D PEAND C4sEO WITWIN Ader W ham IDetal afis et Suer end Fab& Me Nniin for 8edinoent mbmLTL D31C PIM &M-2 e11d � SOURCE: VA. DSWC PLATE. 3.13-2 14 DAYS AFTER START SOURCE: VA. DSWC PLATE. 3.20-1 gO,,�p2 Z 0 H-I 1 � / � � � /f- ,,,. �, ..,� \ _ / � \ � � may. -�'" %' .�,,/' / � \ � \ \ \l / •..,,. --�, � W ti `\\'G�YERs o 011 i If Lu I Iv 11 \i I / ` ` `' ~ \\ `- ' / J �.. '! _ - _ _ �'' / r- `L� .., �� / / I ( III \ �l ^. I' .�..�. / I�j 150 \ j n / • ' e / l \\ \ -/ / ° \ 51NK. \ 50 25 0 50 100 \ _, ,, -- ., I .. . • a �,..�// �\ �•-� l // II 1 SCALE: I 50 od Nl- Lu ILK Go \ �� r \ �j % //j -.'_' `� a'` i \ Z �z / �►'�/ -- o 33 (%� J CCD , t / / P1v vex. / J�D �T' M-5 \7 %i''"f DATE: 02/20/01 _- - �.. _ �-- .- O C/� i SCALE: 1 = a5 0 / \ I �\ G.---tllt..____- J \ / -/� \ � _ �_._� __ �_____ r � � _ � ___--- __--- _. _. f.�._.. _ � / ,/ � _ _ _ ' '_' ' -� ' \ �/ /i ✓ f) 1 'I (/�J1W'- 'Y ■ 1 `�.j� \`�.. �_ �..J^` ...- �� .. l �,...//' `Allj6' �-L/ ��.1✓_'� 4 L— � I��JS Tom' I �\ � /' I / .1_--- / �./ I ,�/ DESIGNED BY: JNT FILE NO. 2840 -- _/� �.^- ._-.. ,.....--T..-- r__. //'I//rrr" f i .-. ^✓/ \ �j o �j,t-) )</ - / �.. J A/ v `y/]_i �/-^ i �: t�i i ..•y _ .- — -' _--..--''' 1 /L\ �. SHEET 4 OF 4 GENERAL NOTES VD0T CENERAL NOTES" LEGEND VICINITY MAP Z Vl. All this to the latest Virginia EXISTING INTERMEDIATE CONTOUR------- ''-- 33 SCALE 1 "= 2000' work on project shall conform editions of the Department of 1. Methods and materials used in the construction of the improvements herein shall conform to the current P Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and EXISTING INDEX CONTOUR 330 � County construction standards and specifications and/or current VDOT standards and specifications. Sediment Control Regulations and any other state, federal or local regulations applicable. In the between these �, �� ; ,t� , .• 3 � ��:4 x '. �� t, , : � LU event of conflict any of standards, specifications or plans, the most stringent shall be PROPOSED CONTOUR 40 ' ` ` ' :. ° , � � � , fib}, � �` 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, must be provided prior to issuance of the site development permit. The approval of these plans in no way P P P P PP P Y govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and EXISTING EDGE OF PAVEMENT EX E/P PROP E/P t 3x ,. i 3 :: Z relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment Health Administration and VOSH Rules and Regulations. PROPOSED EDGE OF PAVEMENT 1, � � � 8t Control Handbook. EXISTING CURB AND GUTTER EX C�cG , "'err' i;i� �, .,, 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall W be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all PROP C&G� cat (VDOT) and Frederick County prior to construction in existing State right-of-way. traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and PROPOSED CURB AND GUTTER o kn 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is Bridge Specifications, Section 104.04-C. CG-6 CG-6R 0 i"; `i �� « `� '� mot§ ; +: , Z, >•• w required under State law. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including TRANSITION FROM CG-6 TO CG-6R M �1D -� e� . " '�f°,. 0 CO 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility company. It is the sole responsibility of the developer to locate and identify utility facilities or items, which may P Y P Y Y Y EXISTING TELEPHONE LINE PROPOSED TELEPHONE LINE T ----- T -- �, ;.= . it �::-' t ` - 3 i°` fi.. 2 ? 1 *� '` f p co "" 'n � I rn with the Developer, Count Representatives, and Representatives of the Virginia Department of Transportation P Y P P g P P be in conflict with the proposed construction activity. VDOT approval of these plans does not �, n .' ` ` o VDOT to determine if and where guard rail and/or paved ditches will be needed. The developer will be (VDOT) g / P P relieve the developer of this responsibility. P P Y EX. 15 RCP t ZCQ •-+ x I CQ responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to Virginia Transportation VDOT Guard Rail Paved Ditch Specifications. V5. Design features relating to field construction, regulations, and control or safety of traffic may EXISTING STORM SEWER ----` ��-- - PROP 15 RCP A ♦ • Ix } "er r r . ; ; ` W t` � CD 4 i Department of and g P P (VDOT) P be subject to change as deemed necessaryb VDOT. An additional expense incurred as a result of Y Y P PROPOSED STORM SEWER rx{� ', 3 ..... ... b .®�4�aae�rr.od,�g o,�� W b m o o 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a any field revision will be the responsibility of the developer. a,n PROJECT INFORMATION representative of the developer must be available at all times. P P V6. Prior to initiation of. work, the contractor shall be responsible for acquiring all necessary VDOT EXISTING SANITARY SEWER o r, ~ X Lo 7. 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 0 H [[� Control Devices (MUTCD). V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged EXISTING ELECTRIC SERVICE ------- SHEET I COVER SHEET 8. All unsuitable material shall be removed from the construction limits of the roadway before placing and held b the engineer and/or developer with the attendance of the contractor, various Count 3' g / P Y PROPOSED ELECTRIC SERVICE SHEET II OVERVIEW °' ao rh embankment. agencies, utility companies and VDOT prior to initiation of work. SHEET III SITE PLAN s4 $� 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 local VDOT Residency Office when work is to begin or cease for EXISTING GAS LINE - -- - SHEET IV EROISION & SEDIMENT CONTROL P ai 0 a than 6 will require revised pavement section prepared b Greenwa Engineering and approved b the owner. q P P P Y Y g g PP Y any undetermined length of time. VDOT will also require 48 hours notice for any inspection. 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 j '1 W on the plans and as required at the field inspection. ad1 P Y through roadway acent public h construction and maintenance of a construction entrance in PROPERTY LINE - PARCEL IDENTIFICATION N0. 54-((A))-15 ✓J � � accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, STREET ADDRESS: STI 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall access to other properties affected by this project shall be maintained through construction. The FLOW LINE TOTAL AREA: 32.6 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 Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation FENCE LINE - - - n- = --n-�-#---#- -`x- -' -- �% 0 PROJECT AREA: 33,9160.5 S� 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 tur PP DISTURBED AREA: 33,9160.5 5(r at lest daily during prolonged rainfall, and weekly when no rainfall event occurs. CURRENT ZONING: M-2 one litter receptacle shall be provided at the construction site. EXISTING TELEPHONE POLE iP 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 USE: NONE a 3'� ps entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take to insure that the in dust free at the end of construction. EXISTING WATERLINE W/ TEE � -$ �- PROPOSED USE: T-BED a whatever measures are necessary streets are maintained a clean, mud and Vll. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum PROPOSED WATERLINE W/ TEE • ITT! ° /3 condition at all times. 36 cover and, when possible, to be installed under roadway drainage facilities. SETBACKS REQUIRED Z O 14. • Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V12. Any unusual subsurface conditions encountered during the course of construction shall be PROPOSED FIRE HYDRANT FS FRONT 75' 0 sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity REAR 75' w sheets, and connections to existing lines. until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE SIDE 25' 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT PROPOSED WATER METER ®w1I standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. representative prior to placement and fill. Where CBR testing is required, a VDOT representative EXISTING REDUCER shall be present to insure the sample obtained is representative of the location. When soil samples LANDSCAPED AREA CALCULATIONS 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the are submitted to private laboratories for testing, the samples shall be clearly identified and labeled PROPOSED REDUCER contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed as belonging to a project which will be accepted by VDOT and that testing shall be conducted LANDSCAPED AREA REQUIRED 15% = 2'1,300.84 S.F. prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing according to all applicable VDOT standards. STOP SIGN LANDSCAPED AREA PROVIDED 26.1% = 54,450.0 S.F. utility verification and the proposed construction. V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be VEHICLES PER DAY COUNT 100 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method PROPOSED STREET NAME SIGN �- result of his construction project within or contiguous to the existing right-of-way. A, within plus or minus 2% of optimum moisture for the full width of any dedicated street �- NO SIGHT LIGHTING PROPOSED AT THIS TIME right-of-way. At the direction of VDOT Inspector, density tests performed by a qualified PROPOSED SANITARY LATERAL CLEANOUT 18. When grading is proposed within easements of utilities, letters of permission from all involved companies independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A must be provided to Frederick County prior to issuance of grading and/or site development permits. copy of all tests shall be submitted to VDOT prior to final VDOT approval. SANITARY MANHOLE IDENTIFIER 12 0 V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and 19. The developer will be responsible for the relocation of any utilities which is required as a result of his further where determined necessary by VDOT Inspector. STORM DRAIN STRUCTURE IDENTIFIER O project. The relocation should be done prior to construction. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall 20. These plans identify the location of all known grave sites. Grave sites shown on this plan will be protected meet VDOT minimum design standards and is the responsibility of the developer. EASEMENT LINE• in accordance with state law. In they event grave sites are discovered during construction, the owner and V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement CENTERLINE engineer must be notified immediately. 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 sheeting. The EXISTING SPOT ELEVATION 12" 0 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed + at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on PROPOSED SPOT ELEVATION 7153 22. Controlled fills shall be compacted to 95% of maximum density as determined b method "A" per standard P Y Y P VDOT's approved fast. A. copy of this list may be obtained from the District Material Section. Contact the local VDOT :Residency Office with any questions regarding sign material and placement. EXISTING TREE DRIP LINE proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement construction. If a V18. The developer must provide to the local VDOT office a list of all material sources prior to A A geotechnical report has been prepared, it should supersede the requirements in this note. construction. Copies of all invoices for materials within any dedicated street right-of-way must be EXISTING TREE 61 15" OAK 15° PINE provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating may be obscured. or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical PROPOSED TREE ^ �R� RED MAPLE of excavation or demolition. Names and telephone numbers of the operators of underground utility lines spreader. Density will be determined using the density control strip as specified in VDOT's Road and 1 in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these HANDICAP RAMP (CG-12) ® W tests. A certified copy of the test results shall be provided to the Residency Office. In additions to depths, VDOT be DENOTES LOCATION OF SPD VDOT UTILITY CONTA CTS checking stone a representative shall notified and given the opportunity to be present during the construction and testing of the density control strip. CG-12 AND/OR JURISDICTIONAL STANDARD RAMP CONSTRUCTION V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road PARKING INDICATOR i t E4INDICATES and Bridge Specifications -Section 315. Density will be determined using the density control strip as THE NUMBER OF TYPICAL PARKING SPACES ~ Water/Sewer: Frederick County Sanitation Authority Power: Allegheny Power specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. �1 P.O. Box 1877 P.O. Box 1458 A certified copy of the test results shall be provided to the Residency Office. A VDOT representative Winchester, VA. 22604 Hagerstown, MD 21741 shall be notified and given the opportunity to be present during the construction and testing of the E-4 ►-� (540) 868-1061 1-800-654-3317 control strip. W E- Telephone: Bell -Atlantic Gas: Shenandoah Gas Co. V21. Approval of these plans shall expire three (3) years from the date of the approval letter. P.O. Box 17398 P.O. Box 2400 EW, O Baltimore, MD 21297 Winchester, VA 22604 V22. Final location of CG-12 Curb Ramps shall be determined by VDOT inspector. O U (301) 954-6282 (540) 869-1111 MISS UTILITY 1-800-257-7777 U O U UJ (� 1W FCSA CONSTRUCTION NOTES FIRE MARSHAL'S NOTE '.4 Q 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET Fire lane markings and Slgnage: Z ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. "No O 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY. Any Parking" signs and yellow painted curb and fire lane O 5EHL COVER 5r EET 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. locations to be installed under the direction of the Fire Marshal's Office. 4. THE 2" IN SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER METERS THROUGH SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH 0) Project Name: ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE HANDICAPPED PARKING NOTE 5HOC<E''r T-5ED BETWEEN THE TOP OF THE COVER AND YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER OF�j BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE �TH Owner: Address, Including Zip Code t Telephone No. METER BOX ASSEMBLY INSTALLED CORRECTLY. 5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: Handicapped parking spaces and aisles shall slope r,�, PROFESSIONAL SEAL d SIGNATURE 5 H O C � I N C INC, 1051 MARTIN55URG PIKE A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING ASSISTANT. AN than 2% in directions. , WINCHESTER VA 22603 V Li no greater all U MARK D. SMITH (540) 665-3266 APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. TNEvE PLANS ARE IN CONFORMANCE WITH Developer: Address, Including Zip Code t Telephone No. B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 6/8", 3/4" AND 1" WATER SERVICES. 'd No.022837 FREDERICK COUNTY STANDARDS AND �O FF.8 6 2 7 2001 C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY WILL INSTALL THE METER. TRIP CENERA TION DA TA ORDINANCES. ANY DEVIATION OR CHANGE %� \ / � 4 5 4 0 E D. THE WILL SSIONAL� IN THESE PLANS SHALL BE APPROVED BY 15I I 1� SAME AS ABOVE AUTHORITY INSTALL ALL SEWER LATERALS. THE DIRECTOR OF PLANNING PRIOR TO DEPT. OF PLANNING/DEVELOPMENT CLASS USE PER PERSON NO. EMPLOYEES TRIP RATE VPD 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: CONSTRUCTION. Engineer CertiP in Plan: A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. g y 9 Address, Including Zip Code t Telephone No. B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED. F., E E N W A 151 WINDY PILL LANE 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. U TlZ S RE VI T�� ION WILL NOT V SHEET INDE11 ENGINEEfRING WINCHESTER, VIRGINIA 22602 PHONE: (540) 662-41&5 02/20/01 } 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION ASSEMBLY, AS REQUIRED, \DATE: INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A REMOTE READOUT IS REQUIRED. AFF D CT TI bI �+ irENE A TIO�% ppp /� �I SCALE: N/A 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A RPZ BACKFLOW COVER SHEET SHEET 1 OF 2 I I�o�H� ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. A REMOTE READOUT IS REQUIRED. SITE PLAN SHEET 2 OF 2 DESIGNED BY: JNT FREDERIC< COUNTY ZONING ADMINISTRATOR DATE FILE NO. 2840 AS PERFORMED BY CALLOW TRANSPORTATION CONSULTING ON SEPTEMBER 23, 1998. • SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPARTMENT APPROVAL • SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FRED. CO. SANITATION AUTHORITY APPROVAL SHEET 1 OF 4 01 3 X vr6 LU LLJ CD Wcm Lo CD CQ co }/�/ram 1- �•. t ! `1J`1 t} 11/ .,i _� / /(l'e/ �l it l I t c • be m �n }) �� j,,.'^, • r t / t \ 1, ,-' / t i f a'n OR- N CD tkt{Irff,�� ' // J /j '" ^-' '"� _ — jj / // I) { 1(I r ' �l✓ ` i '- )I/ :- i ' = % '_ •` ..- \ ) .. _ t , i 1 V AS ,�' y -- \ \ -•.. j -- 1 ( t �' a t � (1 \\ t r l � =-- f !%.`•... f M " ""-- 1 / 1 /%'/f � ""' i -, , - r,'' '' /%'��-- 2 1.- 1 1 // "l%1SJf l / �/� r 1 I f } j i' /•'i,a� / \ \ / 4;' d/ i tti�( '' - . \ ....._._, / I / -' t ` ( ;• ,-� ) L f /i/// �! / I I ` r/ /t /r // ! 1 l l l:-,1i/ /! .\\\ / -.1 i / = -- // / ` ` `� 1 % / �/ \ 11 �/ I /, `•-...,,.. -- ' ., / %f / 1 M t ��k{ 1 ^�� / // i ) I / / L,, } / / /i . �..✓ IF HILL ORCHARDS / .-,. _ J } / -' \� r/i �/! -�� w1 k �fl / v-%f - �� "..� // /� / t 1 tJ f„� �I,` �! 1(/// i ; rf/ /� /r i ) ' ,� / t t " ! .. DB 356 PG 310 S /r--'� ,, rc,: q�'11 I O I j / } _, .-r L� ti ?,,�,\\ , �, r�� . I k 1 �' }r � . ,- /� V r -- -. jI1{l{ 1 l t 1 ��- a. f i� / j I t 1�.1 \t \ J , '' r . `'�.��- s t t �, ! \\� -r t }II I({} i\\ �"``_}J(i�\�i,� /f\� ---� t \ � j' / s ( j �' ''�. � � ! - \ I i t � \ .``._.... �, -- / 1 / i{ ti\� l �\ � k1 l f ...f r,- \ � ..•,a ,,.,,,,�,.. \ \ .-%) /, .r� ) ,,.... _... , tl Ij ) � � ,.... --- I � jY o Ij I1 i<tt �\ii\... \ �\ , {t� �1 fir,- ,, !,i / • »K (/� \ `. TH Op i � \ I f � J �\`�t , • �-'' /J Sri! r / \ \ f /�' ., '` "�� r� fI i \ ii\ -` -. \ f \ ! ,/"\\ :slacloe• � es ; (�,''� i \ I -' l �\ �'� l t �•-- �\ ` v MARK D. SMITH 9 �.,,,� r- .r ,��''/,� No.022837 PRE(,AST yo ,` FORM \ ��°�. ��}\ ''�1�/.r'/ r .r.. r� _.... / `� � \ 1 \ j,�r�\ �� N`� i NAL, \) \ .�' \ BUILDING v ' �/ T�_� ,p��+ 7 (j�"''�'y] `\, A' f! } )k ......� / � (J`AJ,' \ `i4 �(A)).-12 } \ O . ^ '/ i f t �c� r,. ".._ ..` f j �� 1 l l / J ISHOr- 2sa0 sa 200 40sa f� �, Sa�,.,\1rf( `(i �. ZONED, M2. \\� o \ �I \� use: Ir`�DUSTRI,gL \ � \ ,,• r \ \ i \ 1 �, � '�� `, � � / .- •- .».. �.-14 ROAD 5CALE. 1 - 200 , `1 � �I�r,-ram � \�--1i1 �,..a.,. �+,,� �\ \ � *►^- °`, - `� � \ r, % � • r t "� '� '<..% it �'%"..i \'. s�l T� e �ST� lot AL BUS#e% A o /,Il/! r --t t .w--' .- .- —'-, o I 2j4"l AC, .. �5 . �``l � ��) I � , L ��•P '`)/�/ � Z.A.G. LTD. -- \� J • `,,.. - / %� j DB 507 PG�4'S- ) . " • ...--- � 2�y / i ` 9� � w a �.",'�'' w ![—I r 18 AG / / _ ° WINGHESTER MANOR ,.- -`Q "' �I '� ` sf l o I DB 554 PG 665�"•-/� \ ` ' ! / `\ f z O>= 1w� ~ O T ` j i! JAMES LUPTON ^� ° ''" �,�G i / �-p siM-� Q ° j �' � / / } ~ �\� `- ` 1 4 C` A& 0 � X DB 345 PG 582 �\ \ ,,/ l IN 427 AG -''�1P 010 WINGHE5TER I $ �. ` •� / C `` CORPORATE 1 O o ,\ -- ---� LIMITS IOZleo °.ql q �I co 10 �I • � y DATE: 02 20 01 '' /� ' \� •'.- .- SCALE: V' = 200' DESIGNED BY. JNT ' FILE NO. 2840 SHEET 2 OF 4 Z 3 0 a. co 0 Q N w Ln Z Q J L Ql CD c Q7 c w Cu 01 L d Y V 0 n i rU v O le >/ \ `U � / \ � 11 \� \ \ \ '' `,.'' / /ore,' � / \ / % / i�,,,- .''`"'' •.,,, '' ``' - loll SH pG A _ I 5 i.'' ,,. � . `' -- � .,� r Jr / / �. ,iC --.•. \ /I � \ ✓ \ � \ 1 ti ZONED.BROTHERS I .-- / �— , /, , ► / �` > / I 0\0 \ USE: INDUSTRIAL \\ \• r r t j\ `jam/`/\\\ t ' .— � \ � // / � \ \ram / � f ..r. ..' •� \ J • \ \ / \ ..� / � • \ \ \ � � .. 1 ---- \ Ile tK r� � ! � / / / t I \` `'•\\ `" ter• % /�2 ��' r •1�•. .— �•• :. t / � I 1 �(�\\ \ \ j � �� 110, cvt l 11J 1 DENSE VEG. / 0 21 i 30 \ \, 12-0 \ \ T MS O K IV �l i / e' i ' 1 �r \\ j 1 j / \ ZONE B— �', , \ �1! 1 �, /�—�i�,// �'� r�00 � \ -� wn E UeE \on U51 - `'. '� DENSE VEG. _ _ - L ^- _ . . •__ loll-1 20 PILES '\ j J _ 54-A- e r. ' _ _ \ — _' % % / —ZONED : M-2 $ B-2 \ ' �-----NDUSTR I AL / BUSINESS odo PIL55Will I cP:l L — — — — — — — PILES \ 041_j� oor \ PILES --' >/ ` SHOGi;E1' ING. \\ / ZONED: M-2 USE: INDUSTRIAL t f PILES � .-• r / i NOTE: NO SIOHT LIC7NTINC57 PROPOSED 50 25 0 50 AT THIS TIME. 5GALE: 111 = 501 W cc W W Z C!3 Z W a z w W C3 O H 5 a z I a O to co co cQ It a� m GO mt tic >� x tocQ P4 —to b. /'IA °' W m H 0 a DATE: 02/20/01 1 SCALE: 1"= 50' DESIGNED BY: JNT FILE NO. 2840 SHEET 3 OF 4 x 0 0 N cb LO CV a� LL. 0 CD O a. I 0 v CU LU Ln Z Cn J a / :v CD Cil LIJ / a) I U) /o U CD L d I T CD CD U cn cn I 0 Q OD CV (1) n O 7 / SIN<HOL.E FILTR/�TICN S`rSTEM RIPRAP 1/3LIFT 2 TO CI WATER FLOW T CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 41I 4' TRENCH UPSLOPE ALONG THE LINE OF STAKES. B'MAX. i �— —� IIII now S. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 1-1 FLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) Adapted tram bdaultion of amy and fd& M& Barden tm Sediment CmbmLv . DSK FM 906-2 1 ad Lu nt TEMPORARY SEDIMENT TRAP ,' VARIABLE 1 , r•� r e7 CU. YD./ACRE } (EXCAVATED) 4' MAX. FILTER CLOTH ORIGINAL GROUND ELEV. *SEE PLATE 3.13-1 COARSE AGGREGATE' iCLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH IR N FEE 8 X DRAINAGE AREA AC.) DIVERSION DIKE COARSE AGGREGATE EXCAVATED ( / / FILTER CLOTHj/ AREA "COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) SOURCE: VA. DSWC PLATE. 3.13-2 `w- _ AI BROTHERs ZONED. M2 AVE r / IT" r .. tk 70, e • 1Nil �i 1 A. EROSION/SEDIMENT CONTROL LEGEND NO. KEY SYMBOL DESCRIPTION 102 O TEMPORARY GRAVEL CONSTRUCTION ENTRANCE k SILT FENCE 3� t IP STORM DRAIN INLET PROTECTION 3D9 ® }� TEMPORARY DIVERSION DIKE 3.10 O� TEMPORARY FILL DIVERSION 3]2 ® }0.11110010 DIVERSION 3.13 004- TEMPORARY SEDIMENT TRAP 3.1d ® ® OUTLET PROTECTION 320 O --' --, -- CHECK DAMS 333 O --®--- SODDING 336 O 0-0-0 TREE PROTECTION — — — LIMITS OF CLEARING 1 GRADING DRAINAGE DIVIDES CRITICAL. SLOPE - CRITICAL SLOPE TO DE SEEDED, MULCHED AND TACKED WITNN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITNN > 14 DAYS AFTER START /Xt 50 25 O 50 100 5GALE: I" = 50' IV 1-10 CIO �� iX \ / / V,,� 15 20 4 donna, woo -wool _ = w1 45* ST j'- _ — — - _wn � PK �'►�,,,.,/ -' 1 / '! \ / / .°-. / '"""_.-- ''� �' ` / / / '� --�- - `i 20 ST 4_.-.x'r-y, ..�.�• �- _...- / j �/��'�/Yi ✓-,-'�' i i / PILEs "\ ti and, �2l-- r �..�. ✓ Y Goomm RALPH 07 ee.�� J `- ___ � I I� 0 /� 1 #1 1 IWI V i 'ir+� �I �'.. .-- ._._ _.... / /�j ./ r J ``\ \' Vim' �J T >-\ .L i �J 5 I N 5 48 = "'.. <...c ~i�� [� N ..i �"� 'E 7rWIR - �_ = -_.. T'___..-.._ �- ! '//�,,/ ' / / f .- .s"--_- ---- _..�� '1 �„��'-) 'l/./'j `'�'�" A ,..- YIdi" f"7 .� r - �^ —' '� I w / .' . % / / \ �.i" 5. 7 ✓ ! \G Z W W Z W02 O co 02 It a A �c � I rn 4 x I �CQ W �� Q� O W a� Ato ^' a ~ z 0 H 5 a H A z cl) a W DATE: 02/20/01 SCALE: 1"=50' DESIGNED BY: JNT FILE NO. 2840 SHEET 4 OF 4