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HomeMy WebLinkAbout74-06 Trex Company - Manufacturing - Shawnee - Backfilei fi ,t M CENERAL NOTES VD0T CENERAL NOTES LECEND VICINITY MAP 0 1. Methods and materials used in the construction of the improvements herein shall conform to the current Count construction standards and specifications and/or current VDOT standards and specifications. Y P / P 2. Measures to control erosion and siltation, includingdetention ponds serving as silt basins during P g g construction, must be provided prior to issuance of the site development permit. The approval of these plans in P P P P PP P no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment Control Handbook. 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation (VDOT) and Frederick County prior to construction in existing State right-of-way. 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. 5. The exact location of all guard rails will be determined b VDOT personnel. "A joint inspection will be held g Y P j P with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOTVDOT to determine if and where guard rail and of paved ditches will be needed. The developer will be ) g / P P responsible for providing guardrail and paved ditches as determined b this joint inspection." Refer to P P g g P Y j P Virginia Department of Transportation VDOT Guard Rail and Paved Ditch Specifications. 6. An a roved set of lans and all a licable ermits must be available at the construction site. Also, a PP P PP P representative of the developer must be available at all times. 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform. Traffic Control Devices (MUTCD). 8. All unsuitable material shall be removed from the construction limits of the roadway before placing embankment, V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation VDOT Road and Bride Specifications and Standards, the Virginia Erosion and P P (VDOT) g P g Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall P Y P g g govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, 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 Section 104.04(c) of the VDOT Road and Bridge Specifications.,��aVVV�T._ V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the develo developer to locate and identify utility facilities or items that may be in conflict P Y P Y Y Y with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. p y. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to chan a as deemed necessar b VDOT. An additional ex ense incurred as a result of an field revision g Y Y Y P Y shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. EXISTING INTERMEDIATE CONTOUR - - - - _33O_ - - -' " - , -- -- EXISTING INDEX CONTOUR ----------------------- 330 PROPOSED CONTOUR 400 EX F P EXISTING EDGE OF PAVEMENT - PROPOSED EDGE OF PAVEMENT PROP E/P/ EX C&G EXISTING CURB AND GUTTER -- -- - PROP C&G1�.,'W PROPOSED CURB AND GUTTER TRANSITION FROM CG-6 TO CG-6R 0 EXISTING TELEPHONE LINE - - - - - - - - - - - T - - - PROPOSED TELEPHONE LINE T EXISTING STORM SEWER EX. 15" RCP `" 'L"'``'`"" "N" '' ' y '3= PROP. 15" RCP PROPOSED STORM SEWER EXISTING SANITARY SEWER -- -- - d- -- - - - - - - S - - - -- PROPOSED SANITARY SEWER S EXISTING ELECTRIC SERVICE E - - - - E- - - - E - PROPOSED ELECTRIC SERVICE E SCALE: 1" = 2000' �■ W W Z r/ cat m Ln co cat � `� a> co I p � � .� c� CO o m :w 9 01 c� x LO � W a1 I p 4-1 a> 0 bz E, ` °``7 `� 1 �! �'` -• `•`` `' ' Y✓ / ;e o %`di / \ �, , `��L>� =�qTr \� = "�< / �., \/ �� �\ /-q� _ .---, t ,, i ; ,F p t%/' - �i • ISIT i� 1� , Al \ I(_� ,r �� i/ /\�� .;:' r ; c/,,�•\i !. -�: ,�r=�j4�� ft 3 <�r �,r �twy i �",� f ,. / %�� W_jr /`/ ' °� - - \ Q.Qy'--- !� �; ,.; ,� l �!t`% '' J \\ ^` ,•/ \ '\ i i✓ r, ^ � 5, �_ �., y fr � � :ram �. � � ;•i / •>-�:�, f ' •/ , \, \\N,� \ a\.- \� ,. �s \\ ' `. \�'- /` \ N > / \\ �� /; ;/\ � `r r� k,\ \ \,�� / `. % / i SHEET I DEX COVER SHEET 1 OVERALL LAYOUT 2 MINOR SITE PLAN 3 _ 1,'` �. 511TE. FL:�ty •s;x^y.r{; Y '� ' ' ��, � j�/ „�. 471.$17-- -� 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated on the plans and as required at the field inspection. 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conform to VDOT standard SB-i. 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. 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 whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all times. 14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines. 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current standards and specifications of the Frederick County Sanitation Authority. 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction. 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a result of his construction project within or contiguous to the existing right-of-way. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to Frederick County Public Works Department prior to issuance of grading and/or site development permits. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be prctected in accordance with state law. In the event ravesites are discovered during construction, the owner and g g engineer must be notified immediately. 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Er..gineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard 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 geotechnical report has been prepared, it should supersede the requirements in this note. 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 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. 24. All utilities to be located underground. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. VI 1. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these lans and/or as P / specified by VDOT. 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. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified EXISTING GAS LINE PROPOSED GAS LINE G PROPERTY LINE FLOW LINE -- - -► - y - -� FENCELINE -- X - ---- X X -- EXISTING POWER POLE EXISTING TELEPHONE PEDESTAL ' rr'' EXISTING WATERLINE W/ TEE - --v- �-- -- ---W--1:4-°al-- - --- PROPOSED WATERLINE W/ TEE WiT EXISTING FIRE HYDRANT EXISTING WATER VALVE _ _ _._.W_ - - - W- -.0 - _W_ - PROPOSED WATER METER W 0 PROPOSED REDUCER W STOP SIGN PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES 12 HANDICAP PARKING VEHICLES PER DAY COUNT 100 PROPOSED BUILDING ENTRANCE PROPOSED STREET NAME SIGN .� Q PROPOSED SANITARY LATERAL CLEANOUT S SANITARY MANHOLE IDENTIFIER 12 STORM DRAIN STRUCTURE IDENTIFIER O EASEMENT LINE - ______ _ __ CENTERLINE - - EXISTING SPOT ELEVATION x735'4 PROPOSED SPOT ELEVATION X35 � EXISTING TREE LINE �' y e f j Z O U1 y t W Q � THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRAUOR PRIOR TO CONSTRUCTION TH 0 o Fllf�� f O' O MARK D, SMITH '� N0, 022837 ssIONAL � PROJECT INFORMATION STREET ADDRESS 3229 SHAWNEE DR. WINCHESTER, VA. 22602 MAGISTERIAL DISTRICT SHAWNEE PARCEL IDENTIFICATION NO. 63-A-110,371-1-1(CITY) LOT AI'EA 65.79 AC DISTURBED AREA 0.3 AC CURRENT ZONING M2 CURRENT USE MANUFACTURING PROPOSED USE MANUFACTURING REQUIRED SETBACKS: FRONT: 75' SIDE: 25' REAR: 25' SUR VEY AND TOPOCRAPHIC INFORMA TION copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the to opportunity tbe present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three 3 ears from the date of the approval letter. PP P P () Y PP V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. BUILDING HETGHT: MAXIMUM 60' (26' PROPOSED) iGNS: NONE PROPOSED NOTES: NO NEW UTILITIES ARE PROPOSED IN ASSOCIATION WITH THIS PROJECT. THE ADDITION WILL BE SPRINKLED BY EXTENDING THE EXISTING FIRE SUPPRESSION SYSTEM IN PLANT #1. NO ADDITIONAL PARKING PROPOSED (SEE PARKING PLAN, PLANT 1, 2 & 3, TREX COMPANY, LLC, DATED 7/30/01) ADDITIONAL LOADING SPACES PROVIDED = 2 F.A.R. CALCULATIONS LOT AREA = 65.79 AC. = 2,865,812 S.F. EX. BUILDING AREAS = 477,564 S.F. ADDITIONAL BUILDING AREAS = 2,400 S.F. TOTAL BUILDING AREAS = 479964 S.F. , F.A.R. 479,964 S.F. / 2,865,812 = 0.17 - J �- E Z U < _I w a -+ Q E H > Q Z >, E 4 Z E, W 0 �D W O U� Q E- W '-' Z � ✓ - U p 0 0 U m Q W W to IT Q U) cc 0. 1. Boundary survey was performed by: Dated: 2• Aerial, horizontal and vertical control surveys were performed by: (Year) 3. Aerial topographic mapping performed by: Dated: HANDICAPPED PARKING NOTE Handicapped parking spaces and aisles shall slope greater than 2% in all directions. 0 WNERS CERTIFICATE The foregoing Site Plan of the land of TREX COMPANY LLC is with the free consent and in accordance with the desires of the undersigned owners, properties and trustees if any. DATE APPRO VAL FIRE MARSHALL S NOTE �i�'1/IJ % FREDE COUNTY ZONING ADMINISTRATOR DATE *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) Fire lane markin s and si na e: g g g Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall's Office. YEARS FROM THE DATE OF PLANNING APPROVAL TRIP CENERA TION DATA Project Name: Project Number: T PEX PROPOSED BUILDING ADDITION PLANT I 2168R CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD Magisterial District: Date of Plan: (Month, Day, Year) THIS PLAN WILL NO AFFECT TRIP GENERATION SHAWNEE MAGISTERIAL DISTRIC JULY 26, 2006 * TA EN FROM ITE TRIP GENERATIO1 7TH EDITION Owner: Address, Including Zip Code & Telephone No. SHAWNEE DR.. DATE: JULY 28, 2006 UTILITY CONTACTS TREX COMPANY, LLC WINCHESTER, VA 22601 WINO 678-8100 SCALE: N/A Water/ Frederick County Sanitation Authority Phone: Verizon Sewer: P.O. Box 1877 P.O. Box 17398 Winchester, VA. 22604 Baltimore, MD 21297 (540) 868-1061 (301) 954-6282 Power: Allegheny Power Gas: Shenandoah Gas Co. Developer: TREX COMPANY, LLC Address, Including Zip Code & Telephone No. 3229 SHAWNEE DR.. WINCHESTER, VA 212601 678-8100 DESIGNED BY: TEAM FILE NO. 2168R Engineer Certifying Plan: Address, Including Zip Code & Telephone No. P.O. Box 1458 P.O. Box 2400 Hagerstown, MD 21741 Winchester, VA 22604 151 WINDY HILL LANE SHEET 1 OF 3 1-800-654-3317 (540) 869-1111 Virginia Utility Protection Service 1-800-552-7001 GREENWAY ENGINEERING WINCHESTER, VA 22602 (540) 662-4185 06-67 SITE _FIR LINE BEARING /STANCE L 1 S 58'25'16" E 28.73' L2 N 33' l2'56" E 29.50' L3 S 56'47'04 " E 225.00' L4 S 33' 12'56" W 19.50' L5 S 54'5231 " E 75.04' L6 S 49'3356" E 75.06' L7 S 53'55'20" E 50.06' L8 S 46'26'35" E 69.63' L9 S 56'47'04" E 38.50' LID S 71 '2655 " E 145.4 1' L 1 1 N 36'41 '56" E ` 4.56' L 12 S 47'09'00" E 36.6 1' L 13 I S 47'09'00" E 98.37' k z � c a m = c n c o c a - ..a X Y 0 U1 TREX PLANT III,,, r+�) (c+� r r±l) (c+3 \ 1 v1 \ 1 I NIF 1 AMERICAN W000MARK \� 1 p, ZONE: M2 , USE: VACANT \ 63-A-115 •�� PLANT 2 _.5 40'1200" E 6/9.1,3' USE: VACANT ZONE: M2 I USE: INDUSTRIAL I L2 80g 00' 5 54 036 24 7I3I9' m O 0 N TM 311-lU-I TREX CO., L.L.C. 05 %5, FG 532 IIIl f III (FRED. CO.) 05 303, FG 1543 (CITY OF WINCHESTER) 1 1 Ilf � l I Il jjl� �1 a., 1 CIT ��� 1 1 1 1 Y 0�,,WINCHESTER FUMP ,,STATION F4RCEL D5 438 FG 498 " �M'T E TM b3-((A))-Ilfo 5 49� a\J RUSSELL 05 521 FG 123 ZONE: RA N USE: VACANT \ 2©' FCSA 3El! ER E5M'T D5 921 FG 562 8 D6 936 Pa 1582 GAS CO. DB 954 PCs 645 00 O 100 200 SCALE: I" = 100' a z — cc W W Z t� Z Wo L, CD C ap a n c� ~� �� co c W x >10 in W� 0� a�� 0 V)ul aa)i o wC/) z 0 S i Q.- w o F Q O 1 Gr, MARK D. SMITH NoLL 022837 ��ti Ur J Z U H w Q. E­4 H > >= Z Z o Q , 4 E�-a �D G O �-1 Z w V m w Q O p UJ X W a m � a DATE: JULY 28, 2006 SCALE: 1" = 100' DESIGNED BY: TEAM FILE NO. 2168R SHEET 2 OF 3 06-6'7 a M 00 N n O 0 rh r o 00 N i a cr3 a c O c ro a (D z w z cD z w 0 fo X w co w N c _d cn Z S] C O C i Q) . a X Y ll��05\51 '-o II I I 0 Ex. 8" CURB EX. BLDG. I l I EX DOCK AREA D�NG \ too I I \ � EX. RET. WALL FF=145.1 LIMNS OF _ \\\ AND STAIRS I) I I CLEARING # GRADING 4 - — I � j LIMITS OF I I I �� - ��` _ CLEARING E GRADING �ij�� � t�P A 41 IIRk -73 _ / -- 1 - ._.._ _ .. .� _ 60 EX. SPRINKLE(' 40 / 43. 404 , / 6R a 0.61 / x RET. WALL PROP. FUTURE I O x"" 4 41 c ELECTRIC ELECTi�,t / 1 43 { I I I , x EX. BLDCz. 10, TRA M 10' TRAp�tS: j -' P�O�. FF=145.1 '�,� 1 �� � J 10go 41 n-x 39� \ 9 x 9) (9 x 9 ) I II ( I ( I I I 2096 �. 41� - � a� 000 BLDG. ADDITION ,��� (TO BE REMOVED) I I `� U Ll TO BE SPRINKLED - IMItS OF -10 `� I I I I I 1 ?. e L I I { cA 2 p 2,400 SF. CLEARING GRADING b•� ttl X m I{ I I I \ RAISED " \ FF=144.43 X x41rc CONCRETE 3.5' (� i \ ISLAND `c' PIT` uu III I , I I I� o 1 I I 40x �° \ 20% � 41� 411 O� *_ ��� cl x � PROP. CONC. PAD I II I I I \ 41x x OX (L. ? 44 O I I 1 O x 1 I I A\ R 42rc 39 = -_ _ 44 -- �. I I I 222 MAN 60' 1 MAN - _. ` _ .---- - - �- --_- x — 2i' DOOR DOOR � `r �' - - - - � 44 4 ( ( I 43 1 - x 43v.— I �I---------1� Ex.SNED I x I III I f I I \ PROP. LONG. PAD (( _ I { I (TO BE REMOVED) Ex. FUEL I( TCH EX. _ (I LANK 42 t0 BE REMOVED x I { I CONC. 6 LAB i I I I I � x LIMITS OF- -- - x - -- -x- -- ---� - - -- 1 MATCH EX. CLEARING d GRADING i I I EX. CONC. DRIVE 1 L„ I I EX. EP ' I F\ I 1 ITS i \ Ex. 0 .�'1� EX. CONC. EX. GONC. 1 \ \ EX. EP I I � I I it 1 N EX, EP- 1 I Ex. CONC. III I I \ \ I Ex. CONC. { - IEX. EF— ' l \ EX. GW -00 �3 (-�— -- — 25'BRL{{.— -- --�--- — — — — � -- -- I � \ II I X \ I I I v�v \X-6-� Z2O___E----E----E----E----E----E----E----E----E----E----E loo — — E — — — — E \\ MATCH EX. -- EX. EP - -_ EX. EP \ \ EX. EP EX. EP EX.. EP o(o 25' BRL — — — E----E----E----E----E----E-----E------E----E----E-.-_._--E-----E---_.-E----E-------E-----E- -----_ - a Z W W Z z Lu o Lo C.0 � 00 Q 3 Q) x LoC'i W �o �� au Lu o Q) 0 r�cu wco TH oft, I MARK D, SMITH N0, 022837 O cl, `SIGNAL V w J Z U w a � di Z Z O Q Q �D W �1 O Z h Fri 0 O X G 0 w� Fir, W a m 'n V 1 � a i I M x c Ex. UTIL. POLE DATE: DULY 28, 2006 IX —TX x x x x x x- x x x x x x x --x x x---x x X x x -x x x x x -x x x -x --x ---x —x x —x X----x --x - EX. FENCE SCALE: i" = 10' 10 0 12 20 DESIGNED BY. TEAM SCALE: I "' Imo' FILE N0. 2168R EX. 36" RCP N 32°53'40" E 1480.10' i �/\RAILROADSHEET 3 OF 3 C GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP 0 1. Methods and materials used in the construction of the improvements herein shall conform to the current County construction standards and specifications and/or current VDOT standards and specifications. 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 P P P P PP no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment Control Handbook. 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation (VDOT) and Frederick County prior to construction in existing State right-of-way. 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. 5. The exact location of all guard rails will be determined by VDOT personnel. A joint inspection will be held with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation VDOT to determine if and where guard rail and of paved ditches will be needed. The developer will be (VDOT) g / P P responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a PP P PP P representative of the developer must be available at all times. P P 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). 8. All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall g overn. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, 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 Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal nal poles, unction boxes, controllers, etc., owned b VDOT or private public utility companies. anies. It is the g P j Y P / P Y P sole responsibility of the develo developer to locate and identif utilit facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary b VDOT. An additional expense incurred as a result of an field revision g Y Y Y P Y shall be the responsibility of the developer. P Y P V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility EXISTING INTERMEDIATE CONTOUR - - - - r -' " EXISTING INDEX CONTOUR ---------------------------- 330 PROPOSED CONTOUR 400 i EX Ei P EXISTING EDGE OF PAVEMENT --- - -- ----- PROPOSED EDGE OF PAVEMENT PROP E/P EXISTING CURB AND GUTTER -- EX C&G PROP C&G PROPOSED CURB AND GUTTER CG-6 0 CG-6R TRANSITION FROM CG-6 TO CG-6R`' EXISTING TELEPHONE LINE - - T - - -- - T - - - - T - - -- PROPOSED TELEPHONE LINE T EXISTING STORM SEWER %X. 15" RCP '` "''"' ";_'i ', T. ' ""t ` �" '' PROP. 15 RCP PROPOSED STORM SEWER -' EXISTING SANITARY SEWER - •-- - - -- - - - - PROPOSED SANITARY SEWER S EXISTING ELECTRIC SERVICE - - E - - - - E - - - - E- - -- PROPOSED ELECTRIC SERVICE E SCALE: 1" = 2000' Z W W W Ln Co cv C�2 d o CQ Co CJ p an LO '� o I �, Z x Lnn C `� W �' I � � � � � o o Eo- G4 "v 'r? ` - , �' -_.� ��` : �;7; \� �/ / B 'i ;r ,�,� �_ �� �F , „_-- - /,,; Q9 v' `fAi : (� a �`jl ;ir / !`%'r °;J�-'-- " -- `:(i� i SI TT, i- i�l C�ji '/ , �� "4:._ '^f�,,� ��h`1' �,ramr/� `{(pj;,./"; ;s;; �;!,, P, ���-� ^� L;,atia �;�, - ; ./ %!, ij•;.. ;:j�.�•. f ��� ' %j / Q Cr s �;/ Vi a ;' 1' / Q� r'!// ;; l' \ !1 % r. '"'- !%'� / �, \\ ; , ✓r , eye ✓;emu :' y .'- L^ �; ��'�• �--'� ''r /'� S / w `\�. !' i'/f�'f/`� �\ \ _ ,^ ; v\\ ' `. ;�_� %1/'- �� �,� �j�` � \ r'fr� �,�;� -�,/ \\=� , / `�' / t;!' ;' / \� ; � �Lk \ ✓ AK SHEET INDEX o > 0 � W v) 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated on the plans and as required at the field inspection. 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall PP P�P P P be minimum 6" diameter and conform to VDOT standard SB-1. companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section P Y 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the EXISTING GAS LINE PROPOSED GAS LINE G PROPERTY LINE �_� ���� FLOW LINE FENCELINE ---- x ----- X X --- COVER SHEET 1 OVERALL LAYOUT 2 MINOR SITE PLAN 3 ; 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. 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 whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all times. 14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines. 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current standards and specifications of the Frederick County Sanitation Authority. 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existingor proposed VDOT right-of-way shall have a minimum P P g Y thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT EXISTING POWER POLE EXISTING TELEPHONE PEDESTAL 013. �- EXISTING WATERLINE W/ TEE -� �- `'-- - - -'4i-- - Fli-W-- --- -•-•- PROPOSED WATERLINE W/ TEE W T EXISTING FIRE HYDRANT EXISTING WATER VALVE .__ _ %J- - - _.. W_ _W_ - PROPOSED WATER METER W 0Q PROPOSED REDUCER W STOP SIGN '' w a y:'c�. F '�7� ✓ L Z O Y) 1 u ,s prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction. 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a result of his construction project within or contiguous to the existing right-of-way. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to Frederick County Public Works Department prior to issuance of grading and/or site representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within PARMNG INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES 12 HANDICAP PARHING VEHICLES PER DAY COUNT 100 W E Q � THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOIR TO CONSTRUCTION TH OF �l� U MARK D, SMITH b N0, 022837 SrONAL � development permits. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. 20. These plans identify the location of all known gravesites. Gr. avesites shown on this plan will be protected in accordance with state law. In the event gravesites are discovered during construction, the owner and engineer must be notified immediately. 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard 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 geotechnical report has been prepared, it should supersede the requirements in this note. 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 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. 24. All utilities to be located underground. plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or a:; specified by VDOT. 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. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified PROPOSED BUILDING ENTRANCE _ PROPOSED STREET NAME SIGN � PROPOSED SANITARY LATERAL CLEANOUT S ZO SANITARY MANHOLE IDENTIFIER 1� STORM DRAIN STRUCTURE IDENTIFIER - EASEMENT LINE _ CENTERLINE - - 3 , EXISTING SPOT ELEVATION ><7jn'4 PROPOSED SPOT ELEVATION X35 EXISTING TREE LINE PROJECT INFORMATION STREET ADDRhSS 3229 SHAWNEE DR. WINCHESTER, VA. 22602 MAGISTERIAL DISTRICT SHAWNEE PARCEL IDENTIFICATION NO. . 63-A-110,371-1-1(CITY) LOT AREA 6 5.7 9 AC DISTURBED AREA 0.3 AC CURRENT ZONING M2 CURRENT USE MANUFACTURING PROPOSED LSE MANUFACTURING REQUIRED SETBACKS: FRONT: 75 ' SIDE: 25' REAR: 25' SURVEY AND TOPOGRAPHIC INFORMATION copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete.(24 BUILDING HEIGHT: MAXIMUM 60' (26' PROPOSED) SIGNS: NONE PROPOSED NOTES: NO NEW UTILITIES ARE PROPOSED IN ASSOCIATION WITH THIS PROJECT. THE ADDITION WILL BE SPRINKLED BY EXTENDING THE EXISTING FIRE SUPPRESSION SYSTEM IN PLANT #1. NO ADDITIONAL PARKING PROPOSED (SEE PARKING PLAN, PLANT 1, 2 & 3, TREX COMPANY, LLC, DOTED 7/30/01) ADDITIONAL LOADING SPACES PROVIDED = 2 F.A.R. CALCULATIONS LOT AREA = 65.79 AC. = 2,865,812 S.F. EX. BUILDING AREAS = 477,564 S.F. ADDITIONAL BUILDING AREAS = 2,400 S.F. TOTAL BUILDING AREAS = 479,F 964 S.. F.A.R. 479,964 S.F. / 2,865,812 = 0.17 ~ Z U J .� CL E- � > Q 0 E-- 54 a ~ w W 0 U� Z L'3 � A Tp m W W X CIOFT W 0CL x 1. Boundary survey was performed by: Dated: 2, Aerial, horizontal and vertical control surveys were performed by: (Year) 3. Aerial topographic mapping performed by: Dated: HANDICAPPED PARKING NOTE Handicapped parking spaces and aisles shall slope PP P g P P no greater than 2% in all directions. OWNERS CERTIFICATE The foregoing Site Plan of the land of TREX COMPANY LLC is with the free consent and in accordance with the desires of the undersigned owners, properties and trustees if any. DATE APPROVAL FIRE MARSHALL'S NOTE Fire lane markings and signage: Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall's Office. FRED RICK COUNTY ZONING ADMINISTRATOR DATE' *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) cc 0 a YEARS FROM THE DATE OF PLANNING APPROVAL TRIP GENERATION DATA Project Name: Project Number: T1�L1X PROPOSED BUILDING ADDITION PLANT # I 2168R CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD Magisterial District: Date of P'lan: (Month, Day, Year) THIS PLAN WILL NO AFFECT TRIP GENERATION SHAWNEE MAGISTERIAL DISTRIC JULY 26, 2006 * TA EN FROM ITE TRIP GENERATION 7TH EDITION DATE: JULY 28, 2006 Owner: Address, Including Zip Code & Telephone No. 3229 SHAWNEE DR. UTILITY CONTACTS TREX COMPANY, LLC WINCHESTER, VA 22601 SCALE: N/A Water/ Frederick County Sanitation Authority Phone: Verizon Sewer: P.O. Box 1877 P.O. Box 17398 Winchester, VA. 22604 Baltimore, MD 21297 (540) 868-1061 (301) 954-6282 Power: Allegheny Power Gas: Shenandoah Gas Co. P.O. Box 1458 P.O. Box 2400 Hagerstown, MD 21741 Winchester, VA 22604 1-800-654-3317 (540) 869-1111 Virginia Utility Protection Service 1-800-552-7001 Developer: TREX COMPANY, LLC Address, Including Zip Code & Telephone No. 3229 SHAWNEE DR. WINCHESTER, VA 22601 678-8100 DESIGNED BY: TEAM FILE NO. 2168R Engineer Certifying Plan: GREENWAY ENGINEERING Address, Including Zip Code & Telephone No. 151 WINDY HILL LANE WINCHESTER, VA 22602 (540) 662-4185 SHEET 1 OF 3 06-67 D SITE AREA LINE BEARING /STANCE L 1 S 58'25'16" E 28.73' L2 N 33' 12'56" E 29.50' L3 S 56'47'04" E 225.00' L4 S 33' 12'56" W 19.50' L5 S 54'5231 " E 75.04' L6 S 49'3356" E 75.06' L 7 S 53'55'20 " E 50.06' L8 S 46'2635" E 69.63' L9 S 56'47'04" E 38.50' L 10 S 71 '2655 " E 145.4 1' L 1 1 N 36'41 '56" E 4.56' L 12 S 47'09'00" E .61'L13 S 4T09'00" E37' 1-- TREX PLANT C+]) ([+] ([+] r+l I USE: VACANT a z cc \ yt Z -- us a 1 ' r to 00 � INI 00 0 r I N cq to stir Lu Lotw \L0hrx. • \ Q) 0 s \ a�i o \` w rn N/F \ AMERICAN WOODMARK ZONE: M2 USE: VACANT 63-A-115 \•o 809.00' O i5 46 012p0" E 6/9.01 5540 3624 E \�_ L(� \ ! EX �i�A-�a - a� O c LUAREqoubE PARKING \ { I I I E . CCNC. o F m O — —!� 1 \ \ TM 31140-1 3 I A — — 1\ ��\\ a\ TREX CO., L.L.C. GONG. � EXISTING u ( \ \\ \\ \ 0� �\ 05 %5, PG 532 I PAVEMENT { 1 11 ( t \ (EKED. CO.) DEB 303, PG 1543 KCUJM TH 0' y j�SIP (CITY OF WINCHESTER)G'r WATER / / y! { 1 K D, SMITH � '' �\ON �,SIDEWA METED II� 1 '� 74 N0,022837 \ VAULT co Nk I5XI50 ' / / FIN( HED :UCK 5CAL ARA ( 5 5TORAdE E/c/ OOD/ E-4 / (/ / / / I i I I I I I 11► T10 / I11 j !t � � I1 1{1 J I— E-1 �, 1` � /' / 1 i II il�ll I1 11 ��{11 1 111 I4 .J z It A A t t Cl WINCHESTER .3 Q' F'UM STATION I w IL Po RCEL U1 > It 1 1\ ~� \ 4 488 I 11, I ` \ \ \ , � � DB P� ry,�� �y Z q - STCTkAGE I I , J / I I I I{ \\\{ l \ ,II \, -1�_- - I o o w o �N 20' GA ESM'T , oP TM 63 ((A))-116 (9 RUSSELL 1-4Z ~ � \�5 438 49 �� D5 521 PG 123 C� �- ZONE: RA o j GY, USE: VACANT W W V m w Q IV �---� , / s U, IL �// i I L ` = ` ` �� 20' FC5,4 SEWER a -. - E51-17 DB 921 PG 59>2 / I C/L OF POWE�/ `� + i _ D B 936 PG 1562 O' UNIJERGROAD SEWER R / /� • ��= � DRAIN LINES E5M'T EASEMENT' / ZD� '�'-W pB 341 PG Sig TM 63-((A))-S6A HDB 438 PG 5l9 .P. HOOD, INC. 05 S35 PG 13S 20' SHENANDOAH ZONE: M2 / GA5 CO. 1 �_ USE: INDUSTRIAL DB 954 PG (o45 DATE: JULY 28, 2006 SCALE: 1" = 100' DESIGNED BY TEAM 100 O 100 ZOO FILE NO. 2168R SGALE: 1 = SHEET 2 OF 3 100' 06-67 it �I u Ex, BLDG. FF =145.1 LIMITS OF CLEARING t GRADING / - -- -- ---- - 60 - I43 Ix(OR a 0.611 / x RET. WALL 40gX �, /,� 9 1 42Tc PROP. FUTURE 41jo 41Tc �� 43 ELECTRIC ELECTR9 f) (S\ EX. BLDG. 10 TRAl%b 10 TRAh1. PROF. FF -45.141 3� x 209209O. ��\� (TO >3E REMOVED) 41� . ADDITION co 73 I I I u A p TO BE SPRINKLED 0 LIMITS OF III I I I I I l cA 2TC 2,400 SF. `r CLEARING E GRADING cf)I I I i \ II RAISED FF=144.43 • t \ X41rc CONCRETE 3.5' , \ ISLAND PITS I I I I 04 4\ 41' 01 '` �\��`' 0 x x PROP. CONC. PAD 41� 414 O 0 1L 44� II I \ t O T I I I I \ �°� 41rc 1 O 4 _ T 1 i I I 40 \\. ° R . 42Tc 39 - - - - - _ 44 22.83' MAN 60, I MAN - -- -- -�. - - - - - ..,�1 44� I I I 21' DOOR DOOR 4� 431 \ — _ _— 0 PROP. GONG. PAD rf — — �1� I � EX_ SN1;D — I I (TO BE REMOVED) ----------------- I I_ I EX. FUEL I L--Ij TCH EX. TANK I I I w \-'�� XI�I I I I �+� MOED � I O O 4 . IEX. GONG. LOADING � DOCK AREA LIMITS OF _ CLEARING I E GRADING r_ _ �I II I a Ex. 8" CURB I I EX. RET. WALL �\\\ AND STAIRS EX. SPRINKLER II O � w I ua al O I x �I 1 X � xLL 1 I i I w ( 1 i W \\ \ \\ TO BE RE V X I I ( \ CONC. SLAB I_ I ==--x x ___ .x��.� O -- -� --- -x- -- - - -� - - -x-=-- - -------___ I LIMITS OF- �'P CLEARING d GRADING MATCH EX. \ -.X,� _x III I I \ MATCH EX. ' vl I I II f € I \ EX. CONC. DRIVE \\ IIN I ' lu 1 I ( I \ b \� EX. EF EX. EP EX. EP \ EX. EP� I \ \ EX. GONG. gj00 ''�� \ +\No EX. C0NC. d\ EX, EP I \ EX. EP I EX, EP I / EX. CONG. I I I \ \ ( EX. CONE. EX. EP EX. GW -10 sy, 1 L 7 7 `1L — I+ — 7C Y EX, 36" RCP EX. EP I t \\ �— — — — 25'BE------------ — — -- -- -- ---- 25'BRL------- 1 \ I- \X—(,� ---E----E----E----E----E----E----E----E-----E----E----E------E----E----E----E----E----E----E----E-----E----E t 4 "co! EX. UTIL. POLE i I--x —F-[ -x x �x —x x x —x x x x x x— x I - NQ �n N x -- x x x- -- - x--- — x -- EX. FENCE x x x -x x x x x x x EX. EP x x x— x----- x - x- r, -- x - x - x- 10 0 10 20 6C,4LE: P = 10' N 32 `53'40" E 1480.10' C 5 X RAILROAD a z W W Z z WcQ o 0 >m co Cu cQ ap a U�., .� 0 C\2 � U ' ift 9 3 coo C CiD x' I or.. o ON W40 U I r- 4, Q)o w TH op � 1 MARK D. SMITH v No, 022837 tal ku slo NAL _ V- J1-E, • J z w �. L Z Z Z o Q h w E- Q o �D CD Z �0 �U mw� x G w w � W a 0 Fm a. DATE: JULY 28, 2006 SCALE: 1" = 10' DESIGNED BY- TEAM FILE NO. 2168R SHEET 3 OF 3 06 — 6'7 v 19