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Home My WebLink About49-00 Trex Company, L.L.C. (Finished goods storage area) - Back Creek - Backfile (2)a CD CU CU 0 0 z 3 GENERAL NOTES VDOT CENERAL NOTES LEGEND VICINITY MAP a Z SCALE 1"= 2000' EXISTING INTERMEDIATE CONTOUR 33 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 EXISTING INDEX CONTOUR 330 W County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion 40 W and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR -� 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, applicable. In the event of conflict between any of these standards, specifications or EXISTING EDGE OF PAVEMENT EX E/P Z must be provided prior to issuance of the site development permit. The approval of these plans in no way plans, the most stringent shall govern. PROP E/P '� PROPERTY 1N THE G/TY � relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT OF WINCHESTER Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER EX C&G \�� Z 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Safety & Health Administration and VOSH Rules & Regulations. PROP C&G Q- SNYDER LN '� UJ � (VDOT) and Frederick County prior to construction in existing State right-of-way. V3. When working on VDOT right-of-way, all traffic control, whether temporary, PROPOSED CURB AND GUTTER - "� , �� CD �n 00 permanent or CG-6 CG-6R 4I� N 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. shall be in accordance with the current edition of VDOT s work area protection manual. p TRANSITION FROM CG-6 TO CG-6R � �` �'� "A Furthermore, all traffic control flaggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. EXISTING TELEPHONE LINE �� Q 1 cv 00 c� 5. The exact location of all guard rails will be determined by VDOT personnel. joint inspection will be held with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE pj�� -p 0) (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be V4. Design features relating to construction or to regulation, control and safety of traffic may EX. 15" RCP �(� Z x CV " responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to be subject to change as deemed necessary b VDOT. ] g Y y EXISTING STORM SEWER , * �� W s: o °' Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. V5. PROPOSED STORM SEWER PROP. 15 RCP APITOL LANE SITE b Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT o �t 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a land use permits for any work on VDOT right-of-way. a`n representative of the developer must be available at all times. EXISTING SANITARY SEWER SHEET INDEX p a; H 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER Control Devices (MUTCD). arranged and held by the engineer and/or developer with the attendance of the EXISTING ELECTRIC SERVICE COVER SHEET SHEET 1 contractor, various County agencies, utility companies and VDOT prior to initiation of work. SHEET 2 8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE SITE GRADING PLAN embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for DETAILS SHEET 3 ril- Q) 9, 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE a MASS GRADING AND EROSION/SEDIMENT CONTROL PLAN SHEET 4 v .4 than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. inspection. PROPOSED GAS LINE 0 G MASS GRADING AND EROSION/SEDIMENT CONTROL PLAN SHEET 5 S. w � 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated V8. The Contractor will be responsible for maintaining adequate access to the project from the EROSION/SEDIMENT CONTROL NARRATIVE & DETAILS, SHEET 6 cz on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE - --- -- ---- -- in accordance with the Virginia Erosion & Sediment Control Handbook Sec 3.02. FLOW LINE i - � - � - 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall Furthermore, access to other properties affected by this project shall be maintained PROJECT INFORMATION be minimum 6" diameter and conform to VDOT standard SB-1. through construction. FENCE LINE 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE PP one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during STREET ADDRESS 3229 SHAWNEE DR. and at the end of construction. EXISTING TELEPHONE POLE � TP WINCHESTER, VA. 22602 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have EXISTING WATERLINE W/ TEE �' ' T' MAGISTERIAL DISTRICT BACK CREEK whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free minimum 36" cover and when possible, to be installed under roadway drainage facilities. P Y g PROPOSED WATERLINE W/ TEE e R ' T' w PARCEL IDENTIFICATION NO. 63-A-110,371-1-1(CITY) Z d condition at all times. LOT AREA 65.791 AC o a 14. *Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V11. Any unusual subsurface conditions encountered during the course of construction shall be PROPOSED FIRE HYDRANT c8a FH DISTURBED AREA 16.5 jAC 5 d U 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 CURRENT ZONING M2 v� A sheets, and connections to existing lines. vicinity until an adequate design can be determined b the engineer and approved b VDOT. y q g y g PP y EXISTING WATER VALVE O CURRENT USE MANUJFACTURING O «< 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER m WM PROPOSED USE MANUJFACTU]RING c7 standards and specifications of Frederick County and FCSA. prior to placement of fill. EXISTING REDUCER SETBACKS - V 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the PROPOSED REDUCER REQUIRED: FRONT: 75' w contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall SIDE: 25' N prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing be compacted in 6" lifts to 95% of theoretical maximum density as determined by STOP SIGN REAR: 25' `� � utility verification and the proposed construction. AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width VEHICLES PER DAY COUNT 100 HEIGHT: MAXIMUM 60' (12' ]PROPOSED) > J 1 of any dedicated street right-of-way. At the direction of VDOT Inspector density tests BUILDING 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT PROPOSED STREET NAME SIGN + result of his construction project within or contiguous to the existing right-of-way. Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to PROPOSED SANITARY LATERAL CLEANOUT SIGNS: NONE PROPOSED final VDOT approval. w o 18. When grading is proposed within easements of utilities, letters of permission from all involved companies g g P P P P F.A.R. CALCULATIONS must be provided to Frederick County prior to issuance of grading and/or site V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans SANITARY MANHOLE IDENTIFIER 12 LOT AREA = 65.79 AC = 2,865,812 S.F. A \ development permits. and further where determined necessary by VDOT Inspector. EX. BUILDINGS = 327,942 S.F.. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his STORM DRAIN STRUCTURE IDENTIFIER O PROP ADDITIONS = 149,622 S.F. project. The relocation should be done prior to construction. V15. The installation of an entrances and mailboxes within an dedicated street right-of-way Y y g y TOTAL = 477,564 S.F. shall meet VDOT minimum design standards and is the developer's responsibility. 477,564/2,865,812 = 0.167 (F.A.IR.) 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected EASEMENT LINE in accordance with state law. In the event gravesites are discovered during construction, the owner and VI 6. If required by the local VDOT Residency Office, copies of all invoices for materials within CENTERLINE ENVIRONMENTAL FEATURES engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to F T E EX. ACREAGE ACREAGE ' DISTURBED acceptance of work. Unit and total prices may be obscured. EXISTING SPOT ELEVATION 12'0 FLOODPLAINS 3.69 0 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering LAKES & PONDS 0 0 at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement PROPOSED SPOT ELEVATION + 715 a WETLANDS PL 1 AC. 0 0 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard markings must be installed by the developer or, at VDOT's discretion, by VDOT on an EXISTING TREE DRIP LINE SINKHOLES 0 0 proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis. NATURAL STORM WATER professional engineer and results submitted to Frederick County prior to pavement construction. If a has been V18. Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector. " DETENTION AREAS 0 STEEP SLOPES PL 15% 0 0 0 eotechnical report prepared, it should supersede the requirements in this note. g P P P P q EXISTING TREE ��'>> 15' OAK 15 PINE WOODLANDS 0 0 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, prior to commencement PROPOSED TREE ^ �RM� RED MAPLE 0 of excavation or demolition. Names and telephone numbers of the and operators underground utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. HANDICAP RAMP (CG-12) DENOTES LOCATION OF STD VDOT LANDSCAPE CALCULATIONS UTILITY CONTACTS FIRE MARSHALL S NOTE CG-12 AND/OR JURISDICTIONAL STANDARD RAMP CONSTRUCTION LANDSCAPE AREA REQUIRED = 15% OR 9.87 AC W PARKING INDICATOR 12 PROPOSED : 8.64 AC (PIN 371-1-1) 10.7 AC (AROUND SWM POND NJ INDICATES THE NUMBER OF SMALL BUILDING) Water/Sewer: Department of Public Utilities Power: Allegheny Power Fire lane markings and signage: TYPICAL PARKING SPACES TOTAL PROPOSED = 19.3 AC OR 29% P >0 �-+ City of Winchester P.O. Box 1458 P.O. Box 75 Hagerstown, MD 21741 Any "No Parking" signs and yellow painted curb locations will be installedZ by field E-+ F-+ Winchester, VA. 22604 1-800-654-3317 inspection at the direction of the Fire Marshall's Office. t Z (540) 665-1815 Z O Q Gas: Shenandoah Gas Co. NOTE: SEE SITE PLAN FOR TREX, PLANT 2 4 � E-1 a O O Telephone: Bell -Atlantic P.O. Box 2400 FOR REQUIRED AND PROVIDED ]PARKING uJ rQ; 0 A. ® in x P.O. Box 17398 Winchester, VA 22604 Baltimore, MD 21297 (540) 869 1111 (301) 954-6282 QO MISS UTILITY 1-800-257-7777 Z no � x W w ... z W ~ FCSA CONSTRUCTION NOTES TRIP GENERATION DATA COVER SHEET F Dj CLASS USE PER ACRE # ACRES TRIP RATE VPD 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL O, Project Name: ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. O O S. BADER Number:(�3. 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE No. 0 57 4 Jl' C o MPA TR T TTyProject N }' / _e Le ( III CE� �� D AUTHORITY'S INSPECTOR. THIS PLAN WILL NOT AFFECT p A e 1 i 1 y ��--// v TRIP GENERATION. SEE PLAN FOR 4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER s`�IONAL 2000 PLANT 2 FOR ADDITIONAL TRIP �1 Magisterial District: Date of Plan: (Month, Day, Year) METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY GENERATION. ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF BACK CREEK 07/21/00 DEPT,OFPI NNINO/DEVELOPMENT THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS PROFESSIONAL SEAL &SIGNATURE THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. Owner: Address, Including Zip Code &Telephone No. E DR. 5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES ,THAT CONNECT TO EXISTING LINES. TREX COMPANY, L.L.C. WINO ESTER,SHAWN VA 22601 DATE: 07/21/00 THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE APPROVAL THESE PLANS ARE IN CONFORMANCE WITH 678-810TER, 678-8100 AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. FREDERICK COUNTY STANDARDS AND Developer: P Address, Including Zip Code & Telephone No. g P P DESIGNED BY: C.B. 6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR j 1 � 3 �� ORDINANCES. ANY DEVIATION OR CHANGE AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK. IN THESE PLANS SHALL BE APPROVED BY SAME AS ABOVE 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.THE FREDERICK COUNTY 109ING ADMINISTRATOR DATE ZONING ADMINISTRATOR PRIOR TO 8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR CHECKED BY: N/A Engineer Certifying Plan: Address, Including Zip Code & Telephone No. DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013. * SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL. IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. .... APPROVAL VALID FOR A S C2 * F.C.S.A. ) TWO YEARS FROM DATE OF APPROVAL. 151 Windy Hill Lane JOB N0. 2168 Greenway Engineering Winchester, VA 22602 (540) 662-4185 1 SHEET 1 OF 6 m 0 0 0 cu 0 0 0 z a� 3 01 ro 0 rn I Lo L w e x CD F— m CD CU .n CD LL- 0 NOTE: SITE L 16HT1 N6 SHALL BE GONTROLLED TO PREVENT GLARE NOTE : NO WATER OR SANITARY SEWER PROPOSED UNDER THIS PLAN. Z — cc. BEYOND THE PROPERTY LINE. 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ZONE: M2 DB Q35 PCB 73Q ZONE: USE: VACANT M2 USE: GOMMERG I AL/INDUSTRIAL � ,�'' DATE: 7/6/00 SCALE: 1" = 50' DESIGNED BY: CB/KP . FILE NO. 2166 SHEET 2 OF 6 0 0 0 Cu 0 Q R, 3 /O a) 7D I tD C'U Q1 C L QJ C ti Q1 C IJJ x L LD OU co 0 •-_ V � WIN Z HUBBELL • • Q MHL/MVL Series Floodlight Round Tapered Steel Poles 2�� SM-12.5D (ASPHALT) ORDERING INFORMATION =- ►:.._.:.,:::..: BM-25 (ASPHALT) �: ;';..�:';� .: ;,?:�• ` '': `� ,:• .::.•. •.:`: A 1 Pole Wind Load Rating Anc. Pole Z D Catalog Pole Base Bolt Height 80 MPH 100 MPH 120 MPH Bolt Circle Bolt Weight � Number3 Taper Squ. 2 Pro'. 2 I Ca� v 1I 21-8 (STONE BASE) O o O Ft. M EPA Wt. EPA Wt. EPA Wt. Size2 lbs. kg STANDARD DUTY GROUP l4 W B RTS-P06T1-020 20 6.1 24.2 605 15.6 390 10.0 250 6.5"x3.7" 10.00" 1 "x36"x4" 9.5" 4 - 4.50" 200 90.7 LO Co RTS-P07TI.025 25 7.6 19.3 482 12.3 307 8.8 220 7.0"x3.5" 10,50" 1"x36"x4" 10,0" 4 - 4.50" 226 102.5 - -_ RTS-P08T1-030 30 9.1 19.5 487 12.4 310 8.2 205 8.0"x3.8" 11.50" 1 "x36"x4" 11.0" 4 - 4.50" 290 131.5 °' a N ao CO DES I C-7N BASED ON GBR VALUE � � RTS-P08T1-035 35 10.7 17.9 447 11.5 287 8.2 205 8.5"x3.6" 12.00" 1 "x36"x4" 11.5" 4.13-'4.63" 340 154.2 0 . � �° N CO LO I- OF 6. SEGTION SUBJEGT TO RTS-P09T1-040 40 12.2 17.2 430 11.1 277 7.2 180 9.0"x3.6" 12.38" 1 "x36"x4" 12.5" 4 - 4.50" 382 173.3 x ® RLS-P10T1-050 50 16.4 12.5 312 8.1 202 5.2 130 10.0"x3.0" 14.00" 1"x36"x4" 13.5" 4 - 4.50" 730 328.5 iO CV GOMPAGTED GHAN6E BASED ON FINAL TEST 950 RLS-P12T1-060 60 19.6 19.7 492 12.5 312 9.0 225 12.0"x3.84" 17.00" 1 1/2"x54"x6" 16.0" 6 - 6.50" 1088 489.6 o of $00 iW SUB6RADE OF AGTUAL SUB6RADE MATERIALS. HEAVY DUTY GROUP I14 a`O C RTS-P07N1-025 � " "I " � " � 25 7.6 23.0 575 14.5 362 10.5 263 7.0 x3.5 10.88 1 x36 x4 10.0 4 - 4�.50" 305 138.3 ej Lo RTS-P08N1-030 30 9.1 22.5 562 14.0 350 10.1 253 8.0"0.8" 12,00" 1 1/4"x42"x6" 11.0" 5 - 5.50" 433 196.4 GOMPAGTED TO q5% DENSITY RTS-P09N1-035 35 10.7 22.0 550 14.0 350 9.6 240 8.5"x3.6" 12.00" 1 1/4"x42"x6" 12.5" 5 - 5.50" 510 231.3 AT OPTIMUM MOISTURE CONTENT RTS-P09N1-040 40 12.2 21.5 537 13.5 337 9.6 240 9.0"x3.6" 12.38" 1 1/4"x42"x6" 12.5" 5 - 5.50" 565 256.3 DOT ATM -I METHOD) RLS-P11 N1-050 50 16.4 28.3 707 18.6 465 12.3 308 11.0"x4.0" 16.50" 1 1 /4"x42"x6" 15.0" 5 - 5.50" 835 375.7 0, A B C D E RLS-P12J1-060 60 19.6 34.0 850 22.7 567 15.5 388 12.5"x4.46" 17.50" 1 1/2"x54"x6" 16.5" 6 - 6.50" 1451 652.9 11 1 /8" 22 1 /2" 20 1 /2" 27" 24 1 /2" q TYP I C/AL PAVEMENT SECTION 283 mm 572 mm 521 mm 686 mm 622 mm Continued � w W V) (NOT TO SGALE) Dt-pvmt • • 4 • 11Order1'0pt 11 m a Pricingions - 1"X4"X4'-8" SLATS, 2-FINISH NAIL AT TH f_ TOP AND BOTTOM `A 2"X4"X4' 5EAM5, TOE NAIL TO P05T • Q MHL/MVL Series HUBBaL • Alight Round Tapered Steel Poles Z O Pole Construction ORDERING INFORMATION W Tenon Cq 4"x4"x8' POSTS/ I \Catalog NEMA Weight EPA kINN - // \� - Number Mounting Watts Beam Spread lbs. k 2 2 g Lei GII •J H° V° t. m 1^�II••J 4'-0" _ 1 METAL HALIDE' 0 HIGH PRESSURE SODIUM III m III III -�1 MVL-1000S-168 Trunnion 1000 6 (124° 6 (109" 76 34.2 4.4 .4 f' -II• "•' II ,-II •' II �•1 1 AAAA� AAA2 T-..-.-:-.- A/lAA !_• /Ar1G0 V. ,. } 1. Mercury Vapor lamps may be used if desired. HT CONCRETE FOOTIW-s • - :I III 2. Lamp mounted horizontally. Q Note: All H.P.F, ballasts are Quad -Tap (120 / 208 / 240 / 277V). For 480V change last digit 8 to 5, Tri-Tap® change 8 to 6. For 220 / 240V, 50 Hz consult factory. Note: Lamps not included. For electrical data see Technical. TH OF/, WOOD PEACE DETAIL r� �f NOT TO SCALE Handhole� CLAUS S. BADER v O No.025704 Magnuliter@ MHL/MVL SeriesHUBBELt. Bolt Circle SS10 AL � IF 18" (457 mm Horizontal and Vertical Burning NEMA heavy duty Series MVL/MHL e du Magnul><ter erie M °: 1 ' 11 • . er Info uptio s luminaires combine energy saving efficiency of all HID sources with architectural design required for; ■ J �4. applications such as sports areas, parks, parking`': w ■ facilities, automobile sales lots and building E_ floodlighting where high performance and aesthetic Q > appearance are of prime importance. >■ Housing MHL O Z One piece cast aluminum with hinged, full front 4-1 O W _ access door. _ O Reflector Exclusive Anodal® finish. MVL features a two-piece hydroformed reflector MHL luminaire features a Q O O W linear parabolic reflector system, with end reflectors. MHL reflector system provides horizontal spread `°' x V Q4 with vertical control using a clear lamp. The MVL UL O G`1 provides a wide horizontal and vertical beam using a S� clear lam MVL p W U Continued • • • • • • •Dimensions DATE: 07/21/00 DESIGNED BY: C.B. CHECKED BY: N/A JOB NO. 2168 SHEET 3 OF 7 m 0 0 0 Cu m_ 0. 0 U7 F- F- C, 3 0 cn CD r L w X CD F-- I m lD R, U) LL- \ i PAD ' \ ?\ 1 V �� w. \ FUTURE PLANT #2 j' it \ VAe A f S^1 F IT \ N, y�- ---- i fix. eiAF-Er�!� \ % PA QV 7. t , i t YiSTi^Sh < EXISTINP V(�// 1IUJ 1 I ({ ,~UILrFf!•� � EYI_.TIRh � 5(ZAtiF-L �R�, .LII t PAVEhTENT AREA .G 1 i{ I i Ifull \i'22-& 11 t t ,ate 44 i f i 1 t { i 1 1 Cv `t, TM 371 (I) i ►— { II I -' ` "� 1 / \ co;a�:- SiDE!�aALt� ! I f �1 TREX GO., L.L.G. t 1 / ,,--��TE�z s��;=-r�� VAULT� I ,� 1 i "II ,' J �\ C t I i { '' DB q65, PCB 532 5 51 °26, // � 467. t _ '` \ \ ,, f ,- i , (ERED. CO.) 33� ��—1 DB 303, PCB 1543 5 .�1.02b-25"�� f J ' � _ _ _ Y_ � � - _ � .� �' �\ � �\ i ! _ � _ 1 \, (G ITY OE WINGHESTER) . r - - _,Ir Tap w`~- --� r 777 MATCH _ Ac' crT ^mot *-- -- 1 \ \ \ TYV X151TING --'c-�.-s.-_ _rv._.__.._- - -�-G-v- - -G-._._._-__—. '��...________ .. ---G �;�,, ;?G_---{ ___ - ,.._._... � ,,,,e�_{�._... � _--- ___- .-. _a,._.-___� _.. �_-_.-.-_,__ �;._._._____...�"G. ____ ��. ,� v...__.__._.._.. _;�:_.._� �_,.�; _;� �._.__....._.�,...,,,--.►�,:.&- ap.,� �'_�;�;-,,,� ._.._,�...,'� �__._____.._:�..___..__G._. ...._....�_ �� _%.� �G�' �.C++i.r---++..--G \ I� �` � J \ �ANtT,4N ��ErNER- ` a MITER �r-&T �> I \ \ \ t 1 r= TM 63 (( ) 110A �� , _ / \ t t t ! \ � \ � ! •�. i t � v -�. ! I 1 \ EX CO., Q.L.G. `� I ` ; ' j / \� 1 \ Ax i ! D�3, g211 PCB 26 �, �! ,,! t t 1 \ \ 1 � � �, 1 { O t FS OF TV r 1 z I ! i -�' �! � I ( ,/�',l ' y r.; i i � ) �, '' � /' / ' -r --__ `` •e �r J j i i I ) I 6 � 1 � f} � i j � � ` 'r ' t CA ;;, - 1 ( ! � I ,--' RAINAG AREA ( / � I � s 11 , 7\ \ '� _ —�—�I TO DIMENT JASIN = la. I AG \ ,{.f �^ /f 1\ \ ,% �� f > I , , �\�"� �\ ;�..'\ \ GITY OF INGHESTER ` i f / f / �, \ � \ i, PUMP STA N PARGEL �� -- (i DB 438 488 1 its �r - ^AREA �\ car } '� � O' r A5 E5M'T �04 J t jl 1 ` ! i CE 43 F'� 4,10 IVIOE FOR SED BASIN M H { �... e\ E ING � , /' �/ f / r < / f � ✓ �, � � �- ' _. II ,.' '� \�� 1�� 1 1 { t � SED. Bspqm � NARIDSE�R . �\�' � r f 1 f / ^�� 1 r' V - )J j 4 1 N112" OR GE 11�1 BASE I i 44, F I60 -27 `i i } i .- / / CST -' 1 l ` �/ \ ` 1 1 f r \ ,/'' , t� /r, ' \ 20' Fi�5 A i \ / ,0 EG-1 RIP RAP 1 Lz / /; r \ _ ��';- DEI q�1 / � t 1' i,�b �' M 6 3 — ((� `) TES', 1`-PIT V c�ulR�� \ \ ti RUSSELI ZONE: R !x—.?�rA �F-�'��L `c-�"--'_�.'F-- _-•�___ - —�_ �_a.—�. --= V -- �,, i r / / ! �.; ,.� ! 1 �— -_. �..,,, `�/ USE: Y\Gt cr --�(( -- `� I ! N_.5G 26 25 `Y 14e,3 t LIMITS OF—),/� r \ f �. ,� �`/ i GRADING ,,- 5 ( _ �I 20' SHENANDO -41 �- \ l - \ ire'' (1NDE#2h RDUt�C SEbyEP. ! ! �"''`�-►� > -',� ! \ -, �,:.�, �, T / ,.-�'.' �,. G,? C7� P��b^tE�-' "`� ,� / � � \ cam. / �'/ ,,� ! , %- GA5 CO. E5P11'T DRAIN LINE _ I r' A hfEP'!T rt ` f `� i 1 DF, q54 Pr, 6,45 - -� L E3 41 F'c 57 i r!3 43t3 P6 57q ,e 5 • e_ / r""r� `t ` - �_,1 VO VI TM 63-((A))-86A ' S p„H IN-oft� 77 H.P. HOOD, ING. / DB a55 P6 -75cl — — ZONE: M2 / _ — + I USE: UNDER GONSTRUGTION + I CD Z W W Z Z W CQ 0 co 10 OD It ac\l�� ' to to rn Zx of tf)� LiJ b �- W � 4,0 U .-r � � ~ Hw kkvw �n Ct, � V- v z z o 0 z Q 5< W a z W Z o Q � cy- CL (Y- w uj III Ll Q cQl O A lz H of I'I �r �o U C US S. BADER o No.025704 s joNAC"L U n J z E .,:4Z �> o � z a QE-4 r--i z QZ WO U z �Q O W w W W DATE: 7/14/00 SCALE: 1" = 50' DESIGNED BY. CB JOB NO. 2168 SHEET 4 OF 6 I1 si M Q. I m 0 0 cli (16 CL CD cn F- 3 0 a) OD Lo cxi c:, c r, C- CU CD C .ar c w e x cu F- l 1 LIMITS OF — - — -'•"\ L' `,.. � raw "+ � ..". /�` ! /�s� � _ li } I � GD GIP —� ...__ _ �\_��'' _.. „~ ' � \\ .,."`. J/_-.- a �._. ...,_ •--_--—__-----` _� � 1. � r \ DD ST 25' STO X # SECT O A 0+0 OUTLET 720 _ _ - \ EG-5 i -718.2 -715.4 � �►; o SLOPE = 3.q90 N 1 { 1 0 = 107.0 GFS 0 = 83.5 GFS lI 1 ii i V = 5.5 FPS V = 5.0 FPS \ D = 1.6 FT D = 1.5 FT \ GAPAGITY = 554 GFS 0=2.6FT V=7.1FPS SCALE -1"= 50'H \ , ( I "= 5v \` p,REA TO`S�pMENT i AREP #O 3.45IMEN� TRf4 �--- NOTE: GONTRAGTOR SHALL RESTORE GHANNEL FROM GAPITOL DRIVE TO HOLE CREEK TO THE TYPIGAL SECTION SHOWN AE30V E AND SHALL LINE THE BANKS W I TH WITH STANDARD STANDARD /DOT EG-3 EROSION CONTROL MATTING. el -ANT #2 \ GRAD I OF I 5E� t SITE PLAN { GE I U i I LIMIT OF y WITH WASH GDI \ \ , RACK low* ammm� t ,..� �.r. ......+ � \ I � � w' � f f ,_,.n.,n..r.r..(✓,..`,,..,ti,ti,�ti..•..n :`.,,v...... s,..• �'� ��Llr,� __ . I a,.,,n'• \\ `` RI I t t \ \ \. ."tiC''`..^._".-.,..r� fi�'NA/ly GL EX D1TGH y � _.� - f_... _..._ — — A NZ TO I { VVE TO �fl1NT 1 r � � 1 ,. mo I� t 1 � i err � •--a....._.-._.._-..-----^'.'. t � � I � � \ � r {_..- I _..-....`r \ \ \ I 14�t i d �or3c IT' A — I FAD 4 --z r I 1 ! \, \ FUTURE PLANT #2 { i fj rX -LN, it ' _r ,I 1 1 — -- a 1 ► `,� � .—� , , � ! -----I' ` � ! 1 1 � � (� I \ \ I j i I � ,� 1 I I i _ i i � I q I i U—L, ,LL.G l ' . `E" -- �_ i_�,� __l_ �_J{ I `z 5 5/ 26 2` F 46 7. S3 ° \ \ i I 5 5/ °36 45" �12.35 — — — — _ ' _ \ \ �500 \ 5 5 26--2.� `E— — z { \ 5 _. 5 f - c - .... —__ _ __ 5 __ - �s_ _r___.___ •--------- 5 --- �---- - 5 5 - - 5-- ~— ' -- , P�C. r•rra------+-,. � i , E;,. Iry -14'-12" r �)tXISITINC TELE t •- �` r G (7 vo L MIS Ar5 OF 11: .r , -� I / / { { r ---------------- i 1 � 1 � ► '1 J I 1 ST �r 21' STONE \ OUTLET \ � r � DD nm CD Z rc W W Z CD Z Wc\l O cD 0 co w co � I rn Z x 't I Lo� W W a� U Hr� a� o � W ts. z° O Q t" z 5< W z a _w J CL � O A� OF L CLAUS S. BADER N0.025704 04 olc�loo SIGNAL U � J a J_z F0 co z Q� z a WC) O U)w O U �U 102, z O �Q � X W w w DATE: 7/14/00 SCALE: 1"= 50' DESIGNED BY. CB JOB NO. 2168 SHEET 5 OF 6 x CID 0 0 N in f iii 0 N_ :n rn w 1' 0 N a c a: u c c: c au X cu °S in a x CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) I. err TIM "Alm. a. ZWATAW • 47X a• ?MOM UPwAle AIi0100 TOI 1,131111 or MAOII. s. tR•ru mesa MAINO . TO lily AM OsO� R Mt) 1� TOMC7. PLOW 3IOCr FWW DMALIATION (PEurmcm VW •. 4. BAC30MU AND C011PA -T Tt1111 M111`.•TAT111111 9M POM A =0= ale >! TN•K PODtT H. DRAII(AGCWAY INBrAILTION (rSOM nsvATION) tiad p tL 11R TEMPORARY DIVERSION DIKE 4.6' at•. --•� II eagles: v. Dow Fla[ ll�-il SOLIM: V, A6 - r PIATE 3.00-1 MINIMUM TOP WIDTH (W) REQUIRED FOR SEDIMENT TRAP EMBANKMENTS ACCORDING TO HEIGHT OF EMBANKMENT (FEET) SWAM: VA. O�IrC 1111.- .5 n.3 2.0 0 1.0 2.0 A 1.3 2.s 40 2.0 2.5 L5 L5 3.0 1.0 &a &0 1.3 3.5 4.0 LO 4.0 4.3 rTD PLATE. 3.13-1 TEMPORARY SEDIMENT TRAP amwvL ettlttlte estr. a eta re./Atilt 1r Ii J w4tt� a as Y0./ADIt 4' \ (otoiraten twc Aram ataM os GPWLM ttay. •stz Poe[ 71i t 0110011E cu s z a~ CROSS SECTION OF OUTLET CLAM t •PIMr tD�IIMom Aorn - S� ' � a•llts AesittrisE~�/ / tt11AM / Aim CUM -O MlE AettR "TE s11A .L K Vt10T /3, /3e7 OR /5 OUTLET (PERSPECTIVE VIEW) ttOLA1M VA. am PLATE. 3.113-2 TABLE 3.32-C SITE SPECIFIC PERMANENT SEEDING VII(TURES FOR APPALACHIAN/MOUNTAIN AREA 713A DES" HIGH WATER (25-rt s101111 EM.) PIPE OUTLET CONDITIONS 41PIll ou"M To RAT e1A gels no I7•� 71Al�le. r-- L. --1 o s --• d 32MON A-• t+tst• alws ssr ■ r-el5 lasassttwss lie inns guess >Me (lit.) -- - P!I< 01 mm TO ML UK 0.11171MOL 1.0' 0/0� CaAIOs. tal[ar loge PLAN VMW soar Y./stoeiiksE 1 • - L • • ewer ; /:r sc U 7d �b all-" 1o4.b otr►TE1w o ios,o '701.4 d sEcwort tx>iAltotrr c01e1 s0 ELL 10 2'7' RCP �� OCTM A -A 7- t//1RJ�1t1 Opar IF•� aides ssr Is r-r: t�� MMillion t�� OM10E 1/�F DESIGN ELEVATIONS WITHOUT lglfc t. �lOwr tlaWls lulu t� !•�R oslly� ewer. OL�Mr •tEeR, sw o� EMERGENCY SPILLWAY a s• s s eel.. w s sslsAP am As mtawiss usw w•s ana-s AM s.se-4. (MM PAssn 2s-Ts. VVDIT) a 1 - 1A M nA>.Iwt � KtAmm stir tear 1� �n1 a IIelt�. PLATE. &14-2 Bouroo: Va. DOWC Plate 3.18-1 Total lbs. Minimum Care Lawn Per Acre - Commerclal or Residential 200-250 lbs. - Kentucky 31 or Turf -Type Toll Fescue 90-100X - Improved Perennial Rysgross • 0-10% - Kentucky Bluegrass 0-10X High -Maintenance Lawn Minimum of three (3) up to five (5) varietles of bluegrass from approved list for use In Virginia. 125 lbs. General Slope (3:1 or less) - Kentucky 31 Foams 128 lbs. - Red Top Gross 2 lbs. - Seasonal Nurse Crop" 20 lbs. _ 150 lbs Low -Maintenance Slope (Steeper than 3:1) - Kentucky 31 Fescue 108 lbs. - Red Top Gross 2 lbs. - Seasonal Nurse Crop" 20 lbs. - Crownvetch '•• 20 lbs. 150 Ibe • Perennial Ryegross will germinate foster and at lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed. •• Use seasonal nurse crop In accordance with seeding dates as stated below: March, April through May 15th Annual Rye May 16th through August 15th Foxtal Millet August 16th through Sept.,Oct. Annual Rye November through February Winter Rye ••• If Flotpea is used, increase to 30 lbs./acre. All legume now must be properly Inoculated. Weeping Lovegrose may also be Included In any slope or low-mointance mixtures during warmer seeding periods; odd 10-20 lbe/acre In mixes. TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS 'QUICK REFERENCE FOR ALL REGIONS" Planting Dates Species Rote (lbs./ acre) Sept. 1 - Feb. 15 50/50 Mix of Annual Ryegrass (Ldium multi-florum) 8t 50 - 100 Cereal (Winter) Rye (Secol cared Feb. 16 - Apr. 30 Anual Ryegrou 60 - 100 (Lolllum multi-florum) May 1 - Aug. German Millet 50 (Setorio Itdica) Seeding Seed shall be evenly applied with a broadcast seeder, drill, cultipocker seeder or hydroseeder. Small grains shall be planted no more than one Inch deep. Grosses and legumes shall be planted wt•'t no lea than 1/40 soil cover. 12" ORFICE STD PRECAST 27" RCP MANHOLE STRUCTURE (NO TOP) 710.61 - 100 YR WSL 709.55 - 10 YR WSL 709.50 707.60 - 2 YR WSL STD PRECAST MANHOLE STRUCTURE (NO TOP) 12- ORFICE 27" RCP Z NV. - 703.00 _ TRASH RACK BY BY EASTERN SUPPLY STD CAST M STR TURF (N TOP) 12' ORFICE I L 270 RCP Pond Outlet Detail 1992 3.14 TEMPORARY SEDIMENT BASIN DESIGN DATA SHEET (with or without an emergency spillway) Project 'TREX Basin I I Location 1PRED. CO, Total area draining to basin: 19.01 acres. B"iin Volume Design Wet Storage: 1. Minimum required volume = n7 cu. yds. x Total Drainage .Area i acre, o7 cu. vds. x lcJ,.0l acres = la'13.7 cu. vds. 2. Available basin volume SL 6s cu. vds. at elevation 70F6`0 tFrum storage - elevation curve) q7M 5LQr^ 1or-'o• 3. Excavate - cu. wds. to obtain required volume'. Elevation corresponding to required volume = invert of the dewaieri:: orifice. 4. Available volume before :;canout required. 33 cu. vds. ( 01 acres = 1%.3 cu. yds. 5. Elevation corresponding to cleanout level = -704.60 (From Storage - Elevation Curve) 6. Distance from invert of the dewatering oritice it) c canout level it. (Min. = 1.0 ft.) Dry Storage: 7, Minimum required volume = o7 cu. yds. x Total Drainage Area (acres;. 07 cu. vds. x I9.01 acres = 1( ')3•� cu. vds. Ili - 11'_ 1992 -'^- �. lei 8. Total available basin volume at crest of riser' 9470 cu. vds. at elevation 709.6 . (From Storage Elevation Curve) Minimum = 134 cu. vds./acre of total drainage area. 9. Diameter of dewatering orifice = 4 in. 10. Diameter of tlexiblt tubing = f; in. (diameter of dewatering orit ice plus 2 inches). Preliminary Design Elevation,_ it. Crest of Riser - 709.60 Top of Dam = -713.0 Design High Water Upstream Tut of Dam 703, o Basin Shape 12. Length of Flow -L- _ Effective Widen We 9.7 It > Z. battles are not required ✓ If < 2. battles are required Runoff 13. Q, cis ( From Chapter 51 11. Q_ cts From .::�apter ,, Principal Spillway y Design 15. With emergency spillway, required spillway capacity Op = Q, _ - cfs. (riser and barrel) Without emergency spillway, required spolwav capacity Qp = Q- _ 8I.Octs. (riser and barrel) 1 "2 3.14 16. With emergency spillway: Assumed available head (h) 1J A ft. (Lsing Q,) h Crest of Emergency Spillway Elevation Crest of Riser Elevation Without emergency spillway: Assumed available head (h) 1.4 ft. (l..sing Q jl h = Design High Water Elevation - Crest of Riser Elevation 17, Riser diameter (Dr) = 48 _ in. Actual head (h) = 1.4- ft. (From Plate 3.14-8.) �1ote: Avoid orifice [low conditions. 18. Barrel length (1) _ AO tt. Head (H) on barrel through embankment = 8. 2 ft. (From Plate 3.14-7). 19. Barrel diameter = ;17 in. (From Plate 3.i4-13'concrete pipe) or Plate 3.:4--k icorrugated pipe). 20. Trash rack RY !EAST "-�J $UprLY Diameter = 7.-k inches. Height = �_ inches. t Frum Table 3-4-Di. F_mervena Spillw•:y D +t n 21. Required spillwav capacity Q': = Q� Qp cis. 2-1-_ fin• Bottom width b) , ( .; the slope of the exit channel (s) ft./foot; and the minimum length of the exit channel ix) _ R. (From Table 3.14-C). TREX COMPANY, L.L.G. HA% GRADING PLAN ER0510N AND 5EDIMENT CONTROL NARRATIVE Description: This project proposes to rough grade the portion of the Trex Industrial Park to prepare the site for the new 150POO sf building and finished goods storage area.. The total area to be disturbed by this project Is approximately 23.8 acres. Date of construction: Construction will begin following plan approval and will take approximately one (1) year to complete. Existing s`te conditions, The area to be disturbed under this plan Is a combination of vacant grass land and Trex's current finished goods urstorage area. Adjacent areas: This project Is bounded on the north by Shawnee drive, on the south by property owned by Flex-O-Glos and H.P. Hood, on the west by and existing roll line, and on the east by the Route L31 right of way. 5olls Information: The existing soil conditions were obtained from the U5DA 5olls 5u•vey. The soil types listed Include the 513, bO, and 325 solls. Erosion potential for these soils Is moderate to severe. Critical areas: Hogue Creek runs through the eastern portion of this site. No development Is proposed In or near the creek and the stormwater management pond will be built outside the flood plain associated with the creek. Erosion and sediment control meostr'e5: Gontrol of erosion and sedimientotion for this site shall be achieved by install" the following. I. Slit Fence. 2. Diversion dikes. 3. Temporary sediment traps. 4. Outlet protection. 5. Culvert Inlet protection 6. Temporary sediment basin. Permanent stabilization: Once construction Is complete, all disturbed areas not built upon or paved shall be covered with a minimum of four (4) Inches of topsoil. Fertilizer, seeding and a blanket of straw shall be applied to the topsoil. 5torrrwoter management, A stormwater management pond Is proposed for this project. The pond Is to be constructed In the southeastern corner of the site. Hointenonce Program: The erosion and sediment control measures Installed on the site shall be maintained by performing the following. I. The site superintendent shall Inspect all erosion and sediment control devices after each rainfall and at least dolly during prolonged rainfall. Damaged or deficient controls shall be repaired or Improved immediately. 2 The site superintendent shall Inspect dolly the areas construction activity to Insure erosion control effectiveness. Additional measures shall be Installed Immediately where deficiencies are found. 3. Permanent erosion control measures Include the Installation of rip rop at storm sewer outfolls and the establishment of grass on exposed surfaces disturbed in the construction process. Erosion and sediment control program : I. Hold pre construction meeting on site. 2. Clear and grub the areas necessary for Installation of the diversion dike, slit fence and 5edlment traps. 3. Rough grade the pond and Install the sediment basin. 4. Complete rough grading. Temporary soil stabilization shall be applied to all disturbed areas within 14 dolip If the area is to remain dormant for more than 21 days. 5. After approval by the Inspector, remove the temporary control devices and stabilize the areas disturbed during removal. Note: Frederick County and VDOT retains the right to add and/or modify these erosion and sediment control measures during the construction process, within reason, to ensur--, adequate protection to the public and the environment. 1992 Anti -Seep Collar Design - Los COr'C. CR/WLA 1rT ftLL Jbt^'rS ON PIPE 23. Depth of water at principal spillway crest (Y) _ _ ft. Slope of upstream Lace of embankment (Z) = 1. Slope of principal ,piilway barrel i Sb) _ Length of harrel in ,uturated :one tLy) 24. 'Number of collars regwred = dimensions = (from Plate 114-12). Final Desiy;n Elevations '15. Top,)( Dam = 7/3.0 Design Hign Water = 711.0 Emergence Spillway Crest = Principal Spillway Crest = 70 .6 Dewaicnng Oritice (revert = 705.6 B1<FIN PEAv:01RPl-rwrJS iN Tu131n--) \Rr Eueu. 705,60 Cleanuut E:evauur = 70*4 Elevation of L. pstrcam Toe of Dam or Excavated Bottum of 'Wet Storage area' (if excavatiun wl. ocriormed) = 703.0 Z ..ice Im W ss•ts>t WCV o 40 t) CO a CCVV 0 1 W W �� U arti I ag 4 us `RdVJ S. B A X R N 02 704 "iL • ssJ • J ~_ Z E-+ ►tea U 0 0-4 o -::11 >M U W Z !v ZQ AH WZ 0 Wo W� M �U �Q O10-01 U� U c) U fY � OZ WA X W LU 4 OC DATE: 7 /14 /00 SCALE: NO SCALE DESIGNED BY: CB FILE NO. 2169 X CENERAL NOTES VD0T CENERAL NOTES LECEND VICINITY MAP Z SCALE 1"= 2000' EXISTING INTERMEDIATE CONTOUR 33 1. Methods and materials used in the construction of the improvements herein shall conform to the current Vl. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR 330 W County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion 40 W and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, applicable. In the event of conflict between any of these standards, specifications or EXISTING EDGE OF PAVEMENT EX E/P U Z must be provided prior to issuance of the site development permit. The approval of these plans in no way plans, the most stringent shall govern. PROP E/P PROPERTY IN THE CITY relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT OF WINCHESTER Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER EX C&G u� a 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Safety & Health Administration and VOSH Rules & Regulations. PROP C&G os (VDOT) and Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER ONYDER LN '� '� � "r� W O 0 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, CG-6 CG-6R �� CD � CQ CO required under State law. shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's TRANSITION FROM CG-6 TO CG-6R 1� P` 3 ° � 1 5. The location be determined by VDOT " A inspection be held January, 1994 (or latest edition of) Road &Bridge Specifications, Section 104.04-C. Y• EXISTING TELEPHONE LINE �� 0 Co exact of all guard rails will personnel. joint will CO LO with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE �ij�� -Ip 1 0) (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be V4. Design features relating to construction or to regulation, control and safety of traffic may EX. 15" RCP O x CQ responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to be subject to change as deemed necessary b VDOT. J g Y Y EXISTING STORM SEWER " �� * �� Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROP. 15 RCP APITOL LANE S ITE '� +' o 6. An V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER W ° approved set of plans and all applicable permits must be available at the construction site. Also, a land use permits for any work on VDOT right-of-way. a�n representative of the developer must be available at all times. EXISTING SANITARY SEWER SHEET INDEX � ,Q E w 7. Warning signs, markers, barricades or flagmen should be in accordance the Manual on Uniform Traffic V6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER .with Control Devices MUTCD . ( ) arranged and held by the engineer and/or developer with the attendance of the � COVER SHEET SHEET 1 Z, contractor, various County agencies, utility companies and VDOT prior to initiation of work. EXISTING ELECTRIC SERVICE 8. All unsuitable material shall be removed from the construction limits of the roadway before placing SITE GRADING PLAN SHEET 2 rn embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for PROPOSED ELECTRIC SERVICE DETAILS SHEET 3 rl, ai y, 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE MASS GRADING AND EROSION/SEDIMENT CONTROL PLLAN SHEET 4 > than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. inspection. PROPOSED GAS LINE MASS GRADING AND EROSION/SEDIMENT CONTROL PLLAN SHEET 5 to w :n 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated V8. The Contractor will be responsible for maintaining adequate access to the project from the EROSION/SEDIMENT CONTROL NARRATIVE & DETAILS„ SHEET 6 on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE - ----- in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. FLOW LINE _ .., �' � i ,.. _ ,,, ... _ ... 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall Furthermore, access to other properties affected by this project shall be maintained PROJECT INFORMATION be minimum 6" diameter and conform to VDOT standard SB-1. through construction. FENCE LINE 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE PP one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during STREET ADDRESS: 3229 SHAWNEE DR. and at the end of construction. EXISTING TELEPHONE POLE TP �13. WINCHESTER, VA. 22602 The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have EXISTING WATERLINE W/ TEE ' T' MAGISTERIAL DISTRICT BACK CREEK whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free minimum 36" cover and when possible, to be installed under roadway drainage facilities. . P Y g PROPOSED WATERLINE W/ TEE -n �► ' T' w PARCEL IDENTIFICATION NO. 63-jA-110,371-1-1(CITY) z � condition at all times. LOT AREA 65.719 AC o 14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V11. Any unusual subsurface conditions encountered during the course of construction shall be PROPOSED FIRE HYDRANT c& FH DISTURBED AREA 16.5, AC d U sewer lines. Information should also be obtained from the appropriate authorit concerning permits, cut Y g P immediately brought to the attention of the engineer and VDOT. Work shall cease in that CURRENT ZONING M2 A sheets, and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE �- a O CURRENT USE MANfUFACTIURING O 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER m WM PROPOSED USE MANIUFACTURING 0 standards and specifications of Frederick County and FCSA. prior to placement of fill. EXISTING REDUCER E> SETBACKS - z g 16. The location of existing utilities shown in these lens are taken from existing records. It shall be the g P g PROPOSED REDUCER REQUIRED: FRONT: 75' Q �• contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall -v SIDE: 25' w prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing be compacted in 6" lifts to 95% of theoretical maximum density as determined by STOP SIGN REAR: 25' utility verification and the proposed construction. AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width VEHICLES PER DAY COUNT 100 BUILDING HEIGHT: MAXIMUM 60' (12 PROPOSED) J1 of any dedicated street right-of-way. At the direction of VDOT Inspector density tests w 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT PROPOSED STREET NAME SIGN -�- SIGNS: NONE PROPOSED x o result of his construction project within or contiguous to the existing right-of-way. p j g g g y• Road and Bridge Specifications. A co of all tests shall be submitted to VDOT g p copy prior to PROPOSED SANITARY LATERAL CLEANOUT final VDOT approval. w 18. When grading is proposed within easements of utilities, letters of permission from all involved companies F.A.R. CALCULATIONS H must be provided to Frederick County prior to issuance of grading and/or site V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans SANITARY MANHOLE IDENTIFIER 12 LOT AREA = 65.79 AC = 2,865,8112 S.F. A CQ in 153 development permits. and further where determined necessary by VDOT Inspector. EX. BUILDINGS = 327,942 S.IF. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his STORM DRAIN STRUCTURE IDENTIFIER O PROP ADDITIONS = 149,622 Si.F. project. The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way TOTAL = 477,564 S.F. shall meet VDOT minimum design standards and is the developer's responsibility. 477,564/2,865,812 = 0.167 (F.EA.R.) 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected EASEMENT LINE in accordance with state law. In the event gravesites are discovered during construction, the owner and VI 6. If required by the local VDOT Residency Office, copies of all invoices for materials within CENTERLINE,"NVIRONMENTAL FEATURES engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to FEATURE EX. ACREAGE ACREAGE DISTURBE acceptance of work. Unit and total prices may be obscured. EXISTING SPOT ELEVATION 12.0 FLOODPLAINS 3.69 0D 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering + LAKE'S & PONDS 0 0 at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement PROPOSED SPOT ELEVATION 7153 WETLANDS PL 1 AC. 0 0 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard markings must be installed by the developer or, at VDOT's discretion, by VDOT on an EXISTING TREE DNIp LINE SINKHOLES 0 0 proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered b bl iv receivable ass. accountDETENTION NATURAL STORM WATERi AREAS 0 0 professional engineer and results submitted to Frederick County prior to pavement construction. If a V18. Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector. EXISTING TREE � �� STEEP SLOPES PL 15% 0 0 geotechnical report has been prepared, it should supersede the requirements in this note. ��'� 15 OAK 15 PINE WOODLANDS 0 0 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, prior to commencement PROPOSED TREE ^ �RM� RED MAPLE V of excavation or demolition. Names and telephone numbers of the and operators underground utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. HANDICAP RAMP CG-12 ® A DENOTES LOCATION OF STD VDOT LANDSCAPE CALCULATIiONS . UTILITY CONTACTS s FIRE MARSHALL S NOTE CG-12 AND/OR JURISDICTIONAL STANDARD RAMP CONSTRUCTION LANDSCAPE AREA REQUIRED = 15% OR 9.87 AC PROPOSED : 8.64 AC (PIN 3'71-1-1) W R; PARKING INDICATOR INDICATES THE NUMBER OF 12 10.7 AC (AROUN4D SWM POND , NJ U SMALL BUILDING) Water/Sewer: Department of Public Utilities Power: Allegheny Power Fire lane markings and signage: TYPICAL PARKING SPACES TOTAL PROPOSED = 19.3 AC OR 2970>0City \^ W 11 - � E'' of Winchester P.O. Box 1458 P.O. Box Hagerstown, 21741 Any "No Parking" signs and yellow painted curb locations will be installed � "I O � E'' H by field inspection at the direction of the Fire Marshall's Office. ¢ Z p ; Z 31 Winchesterr,, VA. 22604 1-800-654-3317 � i CL ►-+ O Q (540) 665-1815 Gas: Shenandoah Gas Co. NOTE: SEE SITE PLAN FOR TREX{, PLANT 2 � < O 9 0 Telephone: Bell -Atlantic P.O. Box 2400 FOR REQUIRED AND PROVIDEDi PARKING per- Q U1 x P.O. Box 17398 Winchester, VA 22604 � 0.. U1 Baltimore, MD 21297 (540) 869-1111 (301) 954-6282 Z <'N Z 0 MISS UTILITY 1-800-257-7777 N 6 O xw Q cc ~ FCSA CONSTRUCTION NOTES CO 0 E TRIP GENERATION P E ERATION DATA COVER SHEET o Ij CLASS USE PER ACRE # ACRES TRIP RATE VPD O 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. CLAUS S. BADER Project Name: i Project Number: N0. 025 04TREX COMPANY, TT1 C. Le Le Ce 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE THIS PLAN WILL NOT AFFECT p 1 AUTHORITY'S INSPECTOR. TRIP GENERATION. SEE PLAN FOR 3� •C�'s Magisterial District: Date of Plan: (Month, Day, Year) bEPT 4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER PLANT 2 FOR ADDITIONAL TRIP Cs~ `�IONAL METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY GENERATION. PIANNINUEVELOPMENT ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF BACK CREEK 07/21/00 THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS Owner: Address, Including Zip Code & Telephone No. THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. PROFESSIONAL SEAL & SIGNATURE 3229 SHAWNEE DR. 5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES ,THAT CONNECT TO EXISTING LINES. TREX COMPANY, L.L.C. WINCHESTER, VA 22601 DATE: 07/21/00 THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE APPROVAL THESE PLANS ARE IN CONFORMANCE WITH 678-81100 AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. FREDERICK COUNTY STANDARDS AND Developer: Address, Including Zip Code &Telephone No. 6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR ORDINANCES. ANY DEVIATION OR CHANGE DESIGNED BY: C.B. AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK. IN THESE PLANS SHALL BE APPROVED BY SAME AS ABOVE CHECKED BY: N/A 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. FREDERICK C UNTY ZO ING ADMINISTRATOR DATE THE ZONING ADMINISTRATOR PRIOR TO 8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR Engineer Certifying Plan: Address, Including Zip Code & Telephone No. DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013. * SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL. IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. * F.C.S.A. APPROVAL VALID FOR (2) TWO YEARS FROM DATE OF APPROVAL. 151 Windy Hill Lane JOB NO. 2168 Greenway Engineering Winchester, VA 22602 (540) 662-4185 SHEET 1 OF 6 m U O 0 O cu 0 O O z o� 3 co 0 Ln m LD LU 0, c L Q] QJ C C W X CD m LD lu Ln cu O 3 l NOTE: SITE L I C�HTI NC7 SHALL BE GONTROLLED TO PREVENT GLARE BEYOND THE PROPERTY LINE. TM 63-((A))-87 FLEX-O-GLASS DB 3Q5 PCB 576 ZONE: M2 USE: VACANT NOTE: NO WATER OR SANITARY SEVER PROPOSED UNDER THIS PLAN. f I I TM 63 ((A)) —11,0 TREX GO., L.L.G. { i 1 j� ! I ►� TM 63-((A))-86A H.P. HOOD, I NG. DB Q35 PCB 73q ZONE: M2 USE: GOMMERG I AL/INDUSTRIAL /h Z W W Z t 4.1 4 41� 1 W cv CD CC) f'1I Sao 4 1 1ff t `tc w 1 rn �: to� b ' J, ro \1�1 n1 V 0 \ 1 ! 1 t \ Im 'Q \\ 1 \ VAGATE01 Q ° if► w c, \ `1 f L �D?v aLLZ o ku x i /. r � Ld ot TAX 0 1 \ G I TY OF 1N1 NGHESTER z �~ PUMP STATION PARGEL :DB 438 PCB 488 PROP. 6' INV -705.00 & E-4 � J N t, tt I6o'-27'` I , 1�, j �' i j / �` v0 L5 E- (� Ems-, GLI I I ® I. r I ,� r IN z 107 \ _(I ! ' �1 l \ - E5r1'-r DE3 G2I P!7 5e, Q W \ r- DE3 �13+a Pr ! 5? 2 o TES -PIT l TM 63-((A))-1 I6 W W _7�--710 RU55ELL x �1 Q DB 521 PCB 723 U) X W 7 lr 1 � `�—~Lu �__ ZONE: RA � VACANT 12c' 3- HENANDOAH I DC3 GAP,,, � 45 .- j' � Jam/ ~` ..►1 _ DATE: 7/6/00 1 SCALE: 1" = 50' DESIGNED BY. CB/KP FILE NO. 2168 SHEET 2 OF 6 x Z Magnuliter@ MHL/MVL Series Floodlight Round Tapered Steel Poles _Q 2 SM- 125D (ASPHALT) ORDERING INFORMATION ul 13 M Pole 5 -25 (ASPHALT) Pole Wind Load Rating Z A Anc. Bolt D Catalog Height 80 MPH 100 MPH 120 MPH Pole Base Bolt Circle Bo t 2 Weight 60 0 Number3 Ft. M EPA Wt. EPA Wt. EPA Wt. Taper Squ. Size2 2 Proj. lbs. kg -8 21-E3 (STONE BASE) STANDARD DUTY GROUP 14 Z N B C\2 Ul 0 LO RTS-P06TI-020 20 6.1 24.2 605 15.6 390 10.0 250 6.5"x3.7" 10.00" 1 "x36"x4" 9.5" 4 - 4.50" 200 90.7 �O Co RTS-P07T1 -025 25 7.6 19.3 482 12.3 307 8.8 220 7.0"0.5" 10.50" 1 "06"x4" 10.0" 4 - 4.50" 226 102.5 >0 C\1 RTS-P08TI-030 30 9.1 19.5 487 12.4 310 8.2 205 8.0"x3.8" 11.50" 1 "06"x4" 11.0" 4 - 4.50" 290 131.5 CQ Co CD LO CID 0\ J/ RTS-P08T1 -035 35 10.7 17.9 447 11.5 287 8.2 205 8.5"0.6" 12.00" 1 "06"x4" 11.5" 4.13 -4.63" 340 154.2 III -III I I- DES 16N BASED ON GE3R VALUE RTS-P09T1 -040 40 12.2 17.2 430 11.1 277 7.2 180 9.0"0.6" 12.38" 1 "06"x4" 12.5" 4 - 4.50" 382 173.3 > C\j OE 6. SEGTION SUE3_1EGT TO RLS-PI0T1-050 50 16.4 12.5 312 8.1 202 5.2 130 10. 0 "x 3. 0 " 14.00" 1 "06"x4" 13,5" 4 - 4.50" 730 328.5 Z Lo C\? >1 Q) '"di ------- IAF 950 RLS-P12T1-060 60 19.6 19.7 492 12.5 312 9.0 225 12.0"x3.84" 17.00" 1 112"xI54"x6" 16.0" 6 - 6.50" 1088 489.6 a -0 ' r. C) GOMPAGTED GHAN6E BASED ON FINAL TEST W 0 800 HEAVY DUTY GROUP 114 Q) a"' SUE36RADE OF AGTUAL SUE36RADE MATERIALS. C RTS-P07N1 -025 25 7.6 23.0 575 14.5 362 10.5 263 7.0"x3.5" 10.88" 1 "06"x4" 10.0" 4 - 4.50" 305 138.3 -.4 LO RTS-P08NI-030 30 9.1 22.5 562 14.0 350 10.1 253 8.0"x3.8" 12.00" 1 1 /4"x42"x6" 11.0" 5 - 5.50" 433 196.4 E- r� GOMPAGTED TO c-5% DENSITY RTS-P09N1-035 35 10.7 22.0 550 14.0 350 9.6 240 8.5"x3.6" 12.00" 1 1 /4"x42"x6" 12.5" 5 - 5.50" 510 231.3 AT OPTIMUM MOISTURE CONTENT RTS-P09NI-040 40 12.2 21.5 537 13.5 337 9.6 240 9.0"x3.6" 12.38" 1 1 /4"x42"x6" 12.5" 5 - 5,50" 565 256.3 0 RLS-PllNI-050 50 16.4 28.3 707 18.6 465 12.3 308 1 1.0"" " """ " x4.016.501 1 /4x42x615.05 - 5.50" 835 375.7 Q Q) >-. DOT ATM- METHOD) Vr4 Q) A B C D E RLS-P12,11-060 60 19.6 34.0 850 22.7 567 15.5 388 12.5"x4.46" 17.50" 1 1 /2"x54"x6" 16.5" 6 - 6.50" 1451 652.9 > 11 1/8" 22 1/2" 20 1/2" 27'1 24 1/2" TYRCAL PAVEMENT SECTION 283 mm 572 mm 521 mm 686 mm 622 mm Continued (NOT TO SGALE) N-TI-r Dt-pvmtII Order Info 'i, Options Specs Menu C• S!� • Dimension 1"X4"X4'-&" SLATS, 2-FINISH NAIL AT TH ------ TOP AND BOTTOM k 0 un 2"X4"X4' BEAMS, TOE NAIL TO POST Flo dlight Ro d Tapered Stee:l Poles Magnuliter@ MHL/MVL Series Z 0 Pole Construction > ORDERING INFORMATION Tenon F= 4"X4"X,5' F`05T5 NEMA Weight EPA Ir Catalog Number Mounting Watts Beam Spread Ho Va 2 2 lbs. kg ft. M METAL HALIDE' 4'-011 -1/ 413 10 A HIGH PRESSURE SODIUM Eill Ll E. MVL-1000S-168 Trunnion 1000 6 (1240 6(109' 76 34.2 4.4 .4 &&IIIIII A^^ ^ A Aft;) 4 r%^^ A IN A A A 6 E- 1. Mercury Vapor lamps may be used if desired. HT CONCRETE FOOTING 2. Lamp mounted horizontally. Note: All H.P.F. ballasts are Quad -Tap (120 / 208 240 277V). For 480V change last digit 8 to 5, Tri-Tap® change 8 to 6. For 220 / 240V, 50 Hz consult factory. Note: Lamps not included. For electrical data see Technical. TH ofi, II UJOOED f7ENCE DETAIL NOT TO SCALEHandhole CLAUS S. BADER No. 025704 @ 100 Magnuliter@ MHLIMVL Series Bolt Circle SIGNAL 18.. (457 mr-m4r, Horizontal and Vertical Burning 7 - i F77 7 Order Info option Pricing L_ � Menu NEMA heavy duty Magnuliter Series MVL/MHL i Options 77T ■ Dimensions N enu luminaires combine energy saving efficiency of all HID sources with architectural design required for 411 applications such as sports areas, parks, parking facilities, automobile sales lots and building floodlighting where high performance and aesthetic W 0% > appearance are of prime importance. >0 E_ Housing MHL 0 (2414 Z � One piece cast aluminum with hinged, full front 4.4 W � 14 E- access door. M Y) IL Reflector Exclusive AnodalS finish. MVL features a two-piece w p U (D hydroformed reflector MHL luminaire features a linear parabolic reflector system, with end reflectors. MHL reflector system provides horizontal spread with vertical control using a clear lamp. The MVL 4, provides a wide horizontal and vertical beam using a X MVL C"W clear lamp. Continued Order Info S Pricing Dimension I CIS Spe DATE: 07/21/00 DESIGNED BY: C.B. CHECKED BY: N/A JOB NO. 2168 SHEET OF 7 m U 0 0 0 cu m_ di n Iv cn F- 1" 3 0 En CD m cn 01 CNJ r_, Iz- CD 01) L I CD im CD `` 0 l j FUTURE PLANT #2 IN PA �"� ( I{ Brl Tire x EXISTINf, M5-((A))--1 I Q I t 13UI� 'i1r.i:=, F> cTf '— T { �.L, � � ._..I � .ING FAVEMENT AREA' LL. TM 3-11-(I)-1 -- ' hIDIrV^JAL'� I � ,, s � I : } \ '� TREX CO., L.L.G. �TFM T i� �rAULT r f -, �\� { V� i DB qh5, PCB 532 46 7' ' - ` \�_ — -- � � \ � �` � � � '� � �------1 � �` ,�' c� �' 4 I � � 3 � � E RE D . G O . o _ DB 303, PCB 1543 5.5`� 1! 5"-E, (G I TY OF W I NGHESTER) , -- —, — �qLI t�► Y t`— G ~t r �_•., I ,\1 \ MATCH \EXISITING - -4— off`_ _..- = r ING �'v_- - r.- — r. _ — 1`„- r. _ _ > — - - '✓ -- + r. - r r. _ _ - r. —1 — --ir r. \ A� \ { \ 50' AN!TARY �}yER //J r( �/ J \ I ! 1 dJ ' d ` VLATER E5r' 'T T71B -1fl2c') v-� TM 63-(( )-110A EX GO., L.G. \ t i 1 \ D21, PG 226 (, r \ \ \ O FS OF Ell i A., — f U;rtiT � i j l � � � J / /. '. -` r'/ � •^+^•/ \ / f t I � � / f r � I � � , , � t TO DIMENT A =SIN IQ. I AG " G I TY OF I NGHESTER .� ✓ r/ ff / / \ PUMP STAB N PARGEL r DB 438 488 Vl- ` ! J_ � � c>r� a5:� PU Sao � SED1 BAS�R E ING / / SWM PO AND f s / SED 11 BA N RISER r r 'L y I r { f t � � { YV/12 OR GE li,!` BASE f'1Z ST E6-1 RIP RAP \ p E /` ! % r \ - F-5M'T r'B a2I d DB c43( F ^o10 X1PION TES�PIT \ ,/ RU5SEL1 71, '� �\ • ) ..`f(' \"pia J __ �� ZONE: R EX r rip -- _ �c� USE: VAGt r� _.._._.L_ - .. �,i f` yr i cf I S 5 �--•-- B---7---- � � 5------- S--�--� 5 a --- � S ® 5 \� 5 --�'-- � � 5 � 5 � --p•---- 5 .L..__ ,_._„x � �_! r' � / �' N 2625 �Y 1483.25 1 LIMITS OF ,� ,---..,_ _ r `` '-/ GRADING .- �' \ f 5 / f / i 2O' �3HENAW H, �— \ \ \ — d DRAiN LIN`I3 E�-ri'T ` CAS CO. �r 1 T — I 4154 PG 64,. DB 341 Pq 5-711 { 1 B 43t) P( ?iq % 5 • f H.P. HOOD, ING. DB Q35 PCB -73q C2 — — � + I USE: UNDER GONSTRUGT I ON -f- 0 z W W Z CD Z W O CD U-) It a 0 81 Z a0 x I m to� W V� LiJ Hw rl- Q)o W U�] V- z z o 0 O Q Q Lu Q 5 W w O Q w C (y � Lu Q � � O O O m A (j) � I 'z H �r �o C US S. BADER 9 w No.025704 °6t3o SjONAL ■ z � ' J a J � z Z E� E z O Z > � 0-1 � z a QE-4 �z W0 O Q O z pQ CZ)O W W DATE: 7/14/00 SCALE: 1" = 50' DESIGNED BY: CB JOB NO. 2168 SHEET 4 OF 6 X m U 0 O N O 0 Q V n rn 01 3 0 cn 01) CD cn L C] QJ C tzn C w x CU L F- I m Lo N Jn CD LL- / I _- 0+� r � LIMITS OF { Al GIP nit -•._---__._-'._._,.-__-_. ..-- "`ram ....... .._-----._'_-.'-__ c"d _..__---._.._...'_" � .,...--' ' r'. '' - , � , \ J7 \ l 21' STONE \ OUTLE251 T O + O 720 _ EG-3 _'__ _ OUTLET \ 1 4 �_ — �~ \ SLOPE 3.q9b 0 = 10-7.0 GFS 0 = 83.5 GFS V = 5.3 FPS V = 5.0 FPS 1 J I D = I.6 FT 0 = 1.5 FT GAPAGITY = 334 GF5 �4 i `•( , - ..�..- -�-' i I 0 = 2.6 FT i f V=1.1FPS SGALE -1"= 50'H = �\ � TAP #O4.P� NT � t1 i 1 a j R>=A TO SEDIME #�= 3.45 �--- , NOTE. GONTRAGTOR SHALL RESTORE GHANNEL FROM CAPITOL 1 1 ► � `P �, I DRIVE TO H06E GREEK TO THE TYPICAL SEGTION SHOWN ABOVE AND SHALL LINE THE BANKS WITH N I TH STANDARD I STANDARD VDOT EG-3 EROSION CONTROL MATT I N6. 4 i ! i L j _ i ' l " V�i 1 J III . t I t \ l 4-- �'^.12 ll i i i LLJ -, 4 I i It- '—••--t �l p 5 n 5 5/ °36'45" E `� ., ..�._ �..,—..12.35 PLANT #2 LIMITS OF ._... ,.,-_ See PLAN PLAN GRA I NG I GE G}ZMP.DIOF 1� RAGKINASH ( \ ( Ex f €J�c. l -H ,C ` — IMPUTE DIVIDE ' I� — _ _ _ __ ,.... ,.- wr TO 5WM POND i ,, /tK DiVIDE TO i u'L,C?f4G iIN, ( FUTURE PLANT #2 _ I 1 I ' q i it ca 5 5/026, „E 467. 1 ol/ 3E � \� 5 5Y-°�2.�"-f— 1 ` 1 � ` ....__. _..mow_ \ �•— - J +awrr.e.r_ � �.��._-1-- � �--�— MAT _ _ r` � -- 1 � J 1 I , ', • �• \ - — f; `�--# . (; _��_. _. l_.— +s r- G — C — _'<=,` _ TC — G ' �'G`�' G � G _G rv— G � G-•---a--'�,.- G — — � .__._. _—' .... G — G "'r- - G ---� . r— G Y G� _____� r; ..-�="t, �-.--,� � - — td—_�=_=-'----R_:.ix:--- vo 0 Z rc W W Z Z W CQ O co kn co It a ' to co °A to 1 rn Zx ti > I to cv W �— O W 't � U a W W 1., N O 010 wU) z° O Q �z 5� W z a _w LLI w � o A� OF Lr CLAUS S. BADER No.025704 lot to SIGNAL U z n z Q Z � E, 0 C-) Qom' 1544 O �> Q� z a �Z WC) z O �Q i� x 0 W W DATE: 7/14/00 SCALE: 1"=50' DESIGNED BY: CB JOB NO. 2168 SHEET 5 OF 6 m U 0 O ti v tti O rU cu i 10 }o c7i N i a c m u c c: c u1 X cu Ln LZ a CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. wr 1111M It?M1111111. X. EWAPAIR A 4 X 4• "EWZ UPEAM AI.a10 "0 um or >RA�. S. STAPW A.wt II►21M& To � am al�O >R WID >t! lommL 4. aACML AND 001i rdl Ia=VA"M sea. �� A SH!<LTl�CT"x INSTALLATION P0Q1Tl11 A llom s i0os lflAlf Ton" H. DRADUGMAY INSTALLATION (FROM IQZVATION) Im+m 1R TEMPORARY DIVERSION DIKE 4.6' tom. -•I sDt=CZ: VA. Dtser PLTZ 3.00-1 MINIMUM TOP WIDTH (W) REQUIRED FOR SEDIMENT TRAP EMBANKMENTS ACCORDING TO HEIGHT OF EMBANKMENT (FEET) - X_ 1.3 0a LO 2.0 1.0 2.0 Ls 1.3 2.3 3.0 2.0 2.6 3.6 LS 3.0 4.0 &0 &0 4.6 3.5 4.0 6.0 4.0 1 3 an. lOIIRL7<: VA. OSMC PLATE. S.13-1 TEMPORARY SEDIMENT TRAP I I I gram aay. •et2 PLM &13-1 OW AOBRM � CLAW 1 isnw CROSS SECTION OF OUTLET CLAW 1 1~ orrortM am ' ' OOils AllselteC�// / OAM nrreO / PLM CUP" -OM![ AG KAATt SOLL sE VDOT /3, /367 04 /6 OUTLET (PERSPECTIVE VIEW) >b11RC[t VA. SOW PLATL 3.13-2 713.0 DES" NIGH WATER (26-Yit. Smom a".) PIPE OUTLET CONDITIONS A A WE 01111"" TO nor MA WPM No DKf� HAMM �•- L e I os d SZCTWN A -A As ote>• s ■ r-r so�ssts� nori trttl� 3d, (MIN.) Mot.o a MIK 1.0' OK� CJiAN1�. txsr 709 b PLAIT VIEW a c.Y./ AC. •�• .... ♦.. . 1 . oar . s1aM0c = L e _ 67 C.Y./ AC. VaT • itatMeE AT FIEINTIOIi'��b o0w►TE1stw 77d o s -- 704,6 7090 '101.4 stttisaW CLEArlour TO 0 Z7R' GP sCT10N A -A w`� N t Y tees as fir 0r-e►: sstrss�� Les lstt� �■� WITHOUT Millet `'ws�eM111111111111111`s1°.."aa � ' �0°s'!"''' DESIGN ELEVATIONS EMERGENCY SPILLWAY 4 s s Muss a M teP11N APtts M 0Ala� thus PUM s.16-e Attu Llo-•4L (R1s[R DAMS 2ti-VIt r43M & still w Wr W" totlticE: VA. oswc TABLE 3.32-C SITE SPECIFIC PERMANENT SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA is >ta�11 s tstt2ssu PLATE. 3.14-2 SwArOe: Va. DN C Plate 3.16-1 Total Lbs. Minimum Care Lawn Per Acre - Commercial or Residential 200-250 lbs. - Kentucky 31 or Turf -Type Tail Fescue 90-IOOX - Improved Perennial Ryegross • 0-10X - Kentucky Bluegrass 0-1OX High-Malntenonce Lawn LUnlrmum of three (3) up to five (5) varieties of bluegrass from approved list for use In Virginia. 125 lbs. General Slope (3:1 or less) - Kentucky 31 Fescue 128 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop" 20 lbs. 150 Ibe Low-Molntenance Slope (Steeper than 3: 1) - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop" 20 lbs. - Crownvetch ••• 20 lbs. _ 150 Ibs • Perennial Ryogross will germinate faster and at lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed. •• Use seasonal nurse crop In accordance with seeding dates as stated below: March, April through May 15th Annual Rye May 16th through August 15th Foxtail Millet August 16th through Sept.,Oct. Annual Rye November through February Winter Rye ••• If Flotpea Is used, increase to 30 Ibe./ocre. All legume seed must be properly Inoculated. Weeping Lovegross may also be Included In any slope or low-malntance mixtures during wormer seeding periods; odd 10-20 Ibe/acre In mixes. TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS 'QUICK REFERENCE FOR ALL REGIONS' Rate Planting Dates Species (Ibs./okxe) Sept. 1 - Feb. 5 50/50 Mix of Annual Ryegross Nollum multi-florum) At 50 - 100 Cereal (Winter Rye (Secol cereal Feb. 16 - Apr Anual Ryegraes 60 - 100 (Loillum multi-florum) May 1 - Aug. German Millet 50 (Setaria Italica) Seeding Seed shall be ever applied with a broadcast seeder, drill, cultlpocker seeder or hydroseeder. Small grains shall be planted no more than one Inch deep. Grasses and legumes shall be planted wi'h no less than 1/4" soil cover. 12" ORIFICE STD PRECAST 27" RCP MANHOLE STRUCTURE (NO TOP) 710.61 100 YR WSL 709.55 = 10 YR WSL 709.60 707.60 2 YR WSL STD PRECAST MANHOLE STRUCTURE (NO TOP) 12" ORFiCE 27' RCP _ 1992 12' Pond Outlet Detail TEMPORARY SEDIMENT BASIN DESIGN DATA SHEET (with or without an emergency spillway) Project _T1R_ex TRASH RAM RY le. ri%.,r, 3.14 Basin Location FRED. CO, Total area draining to basin: 1 °1.01 acres. Bruin Volume Design Wet Storage: 1. Minimum required volume = n7 cu. yds. x Total Drainage .-Pea (acre.,,. o7 cu. yds. x 11.01 acres = la'73.7 cu. vds. 2. Available basin volume = JS68 cu. vds. at elevation 7�`O Arum storage - elevation curve) FAR SwM P091V. 3. Excavate - cu. vds, to obtain required voiume•. • Elevation corresponding to required volume = itnert of the dewaierw,, orifice. 4. Available volume before :;eanuut-cquireu. 33 cu. vds. x DI acres = 1%.) cu..,ds. 5. Elevation corresponding to cleanuut level = 301.60 ( From Storage - Elevation Curve) o. Distance from invert tit the dewatering orifice to cleanuut level = rt. ( Min. = LU ft.) Dry Storage: 7. Minimum required volume t)7 cu. yds. x Total Drainage .-area (acres;. o7 cu. vds. x 19.01 acres =L cu. vds. 1992 �.14 8. Total available basin volume at crest of riser* (J4W cu. yds. at elevation -".6 . (From Storage - Elevation Curve) • Minimum - 134 cu. vds./acre of total drainage area. 9. Diameter of dewatering orifice in. lU. Diameter of flexible tubing = (, in. (diameter of dewatering orifice plus 2 inches). Preliminary Design Elevainuns 11. Crest of Riser = 709.,6o Top of Dam = -7 1 3.0 Design High Water Upstream Toe of Dam 703, o Basin Shaoe 13. Lenyth of F!ow j = Effective Widtn We 9.7 If % Z. baffles are not reuuired I/ It < battles are required Runutf 13. Q, _ 0. 4 cfs (From Chapter 5) ' :34.0 c(s From ,::.iapier Principal Spillway Des gn 15. With emergency spillway, required spillway capacity Op = Q, _ - cfs. (riser and barrel) Without emergency spillway, required spillwav capacity QP = Q25 _ 89•oct, ( riser and barrel) 1992 3.14 16. With emergency spillway: A-ssumed available head (h) N A ft. (Using Q,) h = Crest of Emergency Spillway Elevation - Crest of Riser Elevation Without emergency spillway: assumed available head (h) _ �, 4 ft. Lsin ( g h = Design High Water Elevation - Crest of Riser Elevation 17. Riser diameter (Dr) _ �8 _ �n. Actual head (h) - 1.4• ft. (From Plate 3.14-8.) vote: Avoid orifice flow condition;. 18. Barrel length (I) Head (H) on barrel through embankment = 8• � it. (From Plate 3. I d- 7 ). 19• Barrel diameter =i7 in. (From Plate 3.i4-B (concrete pipel or Plate 3.:4-.-\ icorrugated pipe)). _U. Trash rack AQY ER3T�1t►J SUvtaty Diameter = -7a inches. Height -LL- inches. ( From Table 3. ;4-D i. Emergency Soillw•:y- � 21. Required spillwav capacity Q. Q25 QP = cts. ='• Bottom width b) ( = ft.; the slope of the exit channel (s) ft./foot; and the minimum length of the exit channel ix) _ It. ( From Table 3.14-C). TREX GOMPiANY, L.L.G. MA55 GRAIDING PLAN EROSION AND 5E:DIMENT CONTROL NARRA'.TI VE Description: This project proposes to rough (grade the portion of the Trex Industrial Park to prepare the site for the new 15OX)OO sf build" and finished goods storage area.. The total area to be disturbed by this project Is approximately 23.8 acres. Date of construction: Construction will begin Following plan approval and will take approximately one (1) year to complete. Existing site conditions: The -roo to be disturbed under this plan Is a combination of vacant grass land and Trex's current finished goods storage area. Adjacent areas. This project is bounded on the north by Shawnee drive, on the south by property owned by Flex-O-Glos and H.P. Hoo<d, on the west by and existing roll line, and on the east by the Route 81 right of way. Soils Information: The exist" soil conditions) were obtained from the USDA Soils Survey. The soil types listed Include the 513, (bC, and 326 soils. Erosion potential for these soils Is moderate to severe. Crlticol areas: Hogue Creek runs through the i eastern portion of this site. No development Is proposed in or near the creeek and the stormwater management pond will be built outside the flood plain ossocloted wllth the creek. Erosion and sediment control measures: Comtrol of erosion and sedimentation for this site shall be achieved by installing the following. I. Silt Fence. 2. Diversion dikes. 3. Temporary sediment traps. 4. Outlet protection. 5. Gulvert Inlet protection b. Temporary sediment basin. Permanent stabilization: Once construction is complete, all disturbed areas not built upon or paved shall be covered with a minimum of four (4) Inches of topsoil. Fertilizer, seeding and a blanket of straw shall be applied to tihe topsoil. Stormwater management: A stormwater management pond Is proposed for this project. The pond Is to be constructed In the southemstern corner of the site. Maintenance Program: The erosion and sediment control measures Installed on the site shall be maintained by performing the follov4". I. The site superintendent shall Inspect all erosion and sediment control devices after each rainfall and at least dolly durMlg prolonged rainfall. Damaged or deficient controls shall be repaired or Improved Immediately. 2 The site superintendent shall Inspect dolly the areas construction activity to Insure erosion control effectiveness. Additional mmasures shall be Installed Immediately where deflclencles are found. 3. Permanent erosion control measures include the Installation of rip rap at storm sewer outfolls and the establishment of grass on exposed surfaces disturbed In the construction process. Erosion and sediment control program : I. Hold pre construction meeting on site. 2. Clear and grub the areas necessary for Ilnstallatlon of the diversion dike, silt fence and sediment traps. 3. Rough grade the pond and Install the sediment basin. 4. Complete rough grading. Temporary soil stabilization shall be applied to all disturbed areas wlthin 14 dogs If the area Is to remain dormant for more than 21 days. 5. After approval by the Inspector, remove the temporary control devices and stabilize the areas disturbed during removal. Note: Frederick County and VDOT retains the right to add and/or modify these erosion and sediment control measures during the construction process, within reason, to ensur,3 adequate protection to the public and the environment. 1992 -). i 4 Anti -Seep Collar Design - USE Cool -IC. C:RR•DLE (TT IMLL 01.5t"'rS ail PIPE 23. Depth of water at principal ,spillway wrest (Y) Slope of upstream :ace of emmnankment (Z) = 1. Slope tit principal ,piilwav b>arrel i Sb) = 1 L-:ngth of harrel in ,aturateid :one iL,) = It. 24. dumber of cullars required = dimensions = tfrom Plate 3.14-t_). Final Design Elevations 25. Top of D-m = 713.0 Design Hign Water = /• O Emergency Spillway Crest = Principal Spillway (:rest = 709.6 Dewatering Oritice ln,.err - 705.,6 ($EFIN PekF0rftJ ?JS Iwo 7LA-3111 C) ___� R r C-L*0. 705. 60 Cleanuut E.Cvatior = 704-.6 Elevation of 1. pstream -oC: of Dam Or Excavated Bottom tit Wet Storage Area, (it excayatiun v:,> ore:rtormed) _ %03.0 CD W W Z CD Z W N 0 ao tO CO CO Z x 0 1 W W b � k o� I �g Im CMin a V O w Q b 1ga1itt�� 64 00 �dV S. BAMR N 02 704 ��ov Asti ZONAL DATE: 7/14/00 SCALE. NO SCALE DESIGNED BY: CB FILE NO. 2188 SHEET 6 0F' 6