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HomeMy WebLinkAbout65-07 Eastern Supply - Wash Rack Addition - Stonewall - Backfile31 0 M O In ri r, a 0 N M 0 1-4 U0 0 a� 07 GENERAL NOTES VOOT GENERAL NOTES LEGEND VICINITY MAP a 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 current editions of and latest revisions to the Virginia EXISTING INTERMEDIATE CONTOUR --� •�-- -- -- -- .,._. _33(J ..- _ SCALE: 1 = 2000 Z 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 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 esentatives, and Representatives of the Virginia Department ofpTrans Transportation with the Developer, Count Representatives, P Y P P g P P (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be 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 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. 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 b Greenwa Engineering and approved b the owner. q P P P Y Y g g PP Y 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. 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 govern. V2. All construction shall comply with the latest U.S. D 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 poles, unction boxes, controllers, etc., owned b VDOT or private public utility companies. It is the g P 1 Y P / P Y P sole responsibility of the developer to locate and identify utility 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 by VDOT. Any additional expense incurred as a result of any field revision 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. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for an Y Y g Y 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 INDEX CONTOUR ---------------------------- 330 PROPOSED CONTOUR 400 EX E/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 CG-6R TRANSITION FROM CG-6 TO CG-6R � EXISTING TELEPHONE LINE - - T - - - - T - PROPOSED TELEPHONE LINE T EXISTING STORM SEWER EX. 15" RCP PROP. 15" RCP PROPOSED STORM SEWER a® EXISTING SANITARY SEWER - S �-. ®- sa .-.� ^s - -_, m-- PROPOSED SANITARY SEWER S��' EXISTING ELECTRIC SERVICE --- - E -- - -- ---E - - - -E - - - PROPOSED ELECTRIC SERVICE E EXISTING GAS LINE -- -- -- -- - --- G -- - - - G - - - PROPOSED GAS LINE G PROPERTY LINE FLOW LINE - �- - -- - -� FENCELINE X ____-.__ ___- X _ � Z Z W C\2 LO �■ I I p � .� � � o CO a - e0 I rn Z x � CV tt r. of m �� U N H w / - -` � �' �.F- f SITE 7 . '� - 1 �. �, �i � � �. �' , ' {� // / �,' �, `\ ,� F_ �a �. � �.. ��' - �� `� '' " / �,; ' SHEET INDEX o P-, V W Un 1.) COVER SHEET 2.) MINOR SITE PLAN 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. 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. EXISTING POWER POLE �s EXISTING TELEPHONE PEDESTAL El 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. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. Vll. 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 EXISTING WATERLINE W/ TEE - •_W _ ._ ..__Id- W- - - PROPOSED WATERLINE W/ TEE W --i ii EXISTING FIRE HYDRANT EXISTING WATER VALVE t. m ._ PROPOSED WATER METER -0W PROPOSED REDUCER W P* 0 C) 5 W a' by VDOT. 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 V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT STOP SIGN prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction. 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 PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES 12 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. to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. HANDICAP PARKINGEv*MINOR REVISION TO APPROVED S P # 5 5- 0 4 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 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 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 plans 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. VEHICLES PER DAY COUNT 100 PROPOSED BUILDING ENTRANCE PROPOSED STREET NAME SIGN. � PROPOSED SANITARY LATERAL CLEANfOUT S SANITARY MANHOLE IDENTIFIER 12 STORM DRAIN STRUCTURE IDENTIFIER O6 EASEMENT LINE A THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLAN, • SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION H OF O f O MARK D. SMITH `o LIC. No. 22837 �� IU< �� v� Cs�' ZONAL PROJECT INFORMA TION STREET ADDRESS: 200 McGHEE ROAD WINCHESTER, VA 22601 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 blastingat least two 2 working days, but not more than ten 10 working days, prior to commencement of () g Y () g Y P 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. 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. Y V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. CENTERLINE - EXISTING SPOT ELEVATION X73:�'4 PROPOSED SPOT ELEVATION 35� X EXISTING TREE LINE °��<�-�.�..�-f�-�^�^�- �^^ ' PARCEL ID NO.: 43-((19))-1B LOT AREA: 5.28 AC. DISTURBED AREA: < 1,000 SF (NO LAND DISTURBANCE PERMIT REQUIRED) CURRENT ZONING: M1 CURRENT USE: WAREHOUSE, OFFICE, & OUTDOOR STORAGE 24. All utilities to be located underground. 25. All outdoor lighting must be shielded from adjoining properties and road right--of-ways. 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 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 PROPOSED USE: WASH RACK BUILDING HEIGHT: MAXIMUM ALLOWED = 60' PROPOSED = < 20' SIGNS: ONE EXISTING. NONE PROPOSED. ANY FUTURE SIGNS TO SURVEY AND TOPOCRAPHIC INFORMATION Note: An lace within these plans stating Greenwa Engineering,shall represent Greenwa Engineering, Inc. 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 / P P P accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. i. Boundary survey was performed by: Dated: 2. Aerial, horizontal and vertical control surveys were performed by: (Year) 3. Aerial topographic mapping performed by: Dated: CONFORM WITH THE STANDARDS OF SECTION 165-30 OF THE FREDERICK COUNTY ZONING ORDINANCE. OUTDOOR LIGHTING: ANY OUTDOOR LIGHTING MUST BE SHIELDED TO PREVENT ILLUMINATION OF ADJACENT PROPERTIES BUILDING SETBACKS: REQUIRED: FRONT: 75' PROPOSED: FRONT: 79.3' EX. BLDG. SIDE: 25' SIDE: 53.0' (EX. BLDG.) REAR: 25 REAR: 335.2' PARKING CALCULATION: THE PROPOSED WASH RACK WILL NOT INCREASE EMPLOYMENT; THEREFORE NO ADDITIONAL PARKING IS REQUIRED. SWM CALCULATION: THE PROPOSED WASH RACK WILL NOT INCREASE THE IMPERVIOUS AREA; THEREFORE NO ADDITIONAL SWM IS REQUIRED. LANDSCAPE CALCULATION: THE PROPOSED WASH RACK WILL NOT INCREASE THE IMPERVIOUS AREA OR PARKING COUNT; THEREFORE NO ADDITIONAL LANDSCAPING IS REQUIRED. *NO ENVIRONMENTAL FEATURES ON -SITE >= f) � Z Q H H '-' W Q � W < (P E" O L) P4 Z o W t U >Im O U W W ►-a Q (� CO W � W W �O f� FCSA CONSTRUCTION NOTES 1. The Authority's Water and Sewer Standards and Specifications are available at www.fesa-water.com 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. The contractor shall tie-in anew sewer line to an existing manhole by core drilling the manhole. 6. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b) The contractor must: 1. make application and pay deposit 2. mark the tap location. 3. coordinate installation with the engineering -assistant. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and install all water meter. s through 2" in size. It is the contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. b) The frame and cover shall be set to final grade. c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. d) All components of the meter box assembly shall be in proper working order. j� APPl b O VAL - 5 per,- FREDERICK COUNTY ZONING ADMINISTRATOR DATE *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF PLANNING APPROVAL r <:n iIM�1N1 --°1-`_��?`- y FIRE MARSHAL'S NOTE Fire lane markings and signage: Any "No Parking" signs and yellow painted curb locations will be installed by field inspection atthedirection of the Fire Marshal's Office. TRIP GENERA TIDN DA TA 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's engineering assistant. An Application for Service must be made and fees paid before work will begin. Project Name: �����b) �� STERN Project Number: CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD061'7R c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the Magisterial District: Date of Plan: (Month, Day, Year) meter. e) The Authority will install all sewer laterals. STONEWALL MAGISTERIAL DISTRICT 8/29/0'7 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. * TA EN FROM ITE TRIP GENERATIO 7TH EDITION DATE: 8/29/07 Owner: Address, Including Zip Code & Telephone No. 240 McGHEE RD. UTILITY CONTA CTS SCALE: N/A 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and its backflow prevention device, and/or 2) the fire service line's backflow prevention device. T.S.M. WINCHESTER, VA 22604 (540) 722-3292 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: RIVEER COMPANY Address, Including Zip Code & Telephone No. 233 VETERANS BLVD. SOUTH HAVEN, MI 49090 888-587-7304 DESIGNED BY: EJG FILE NO. 0617R Engineer Certifying Plan: GREENWAY ENGINEERING Address, Including Zip Code & Telephone No.. 151 WINDY HILL LANE WINCHESTER, VA 22602 (540) 662-4185 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 A �v HANDICAPPED PARKINIr NOTE SHEET 1 OF 2 Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. 07- 94 M O n O O O N M O 4 1 I DB. 881 PG. 1481 1 T.S.M. INC. , Ex. GRAvEL STORAGE AREA ____._.-� ' EX. I=ENCE',,AND � \ ZONED: MI �' \ WHITE PINE s USE: MANUFACTURING 1 �\ \ /� (� k \.__ '' SCREENING TO ` \ / k G Lu us EXI5TINr-3 BUILDING ` / 1 50 RAD z + RAILO4 UTfLITIEB ESMT. y DP. 80"1 PCx. 2Sl � E`s---Ex. WHITE PINE SCREENINGS \ EX. FIRE _ - — ----- " �� EX. FENCE 04.4 x HYDRANT ( EI"�PU�°f S - - - - " -_ _ _ . _ _ LP->�E----- — }� -- _ �f -- X-- ---;E T�,� ,' ��OtUt QC)C>OCC�C)O(��JCOc�CJCJCCOC)t�CJUtJf�3 �k C�(�UCO C)c�C) � cv UP T x k Q Q O O �i a Q a '" 0, O 0 I 43-IS-IA W QED. �� ` --____ -\ Q (D (D (D (D (D ° / 1 x. 30 LTLAT. SAN, s W. ESMT. RITE AID OF vIRGINIA, INC. � � �l - -- _ --- N 49 30 32 E �0�00.00 1 (� �' Da. 010 Pf�. 2ro8It Z. -- _-�-- - - EX. SMH DB. SW FG. 1465 +- 0 \ UP\ \-- -- -1' - Nam. --- -- r -- — -- — — �-=_"� - -- - \ -- 0 _1 _ LEX.�ONC �4P�CER E1 9Ad� - TOF'=�09.2i i ZONED: MI a or �0 —_ S S O GRADE CHANGES IN, TI i5 1flav-l0'.:4�-tNCOMMERCIAL•. co 5' PAt�.KIN SETBACK s S ---� S----.__._ r„ EA _. g - - - - U8E --- I _ pia _ �\ \ INV - �03.21 OU\ . O 1 25' B.R.L. _ -- F� a ©.192 S TOP=iI®.62 ��� WMN �' _ �y�y y d^. � �TCJ- rL � t .--.- ---. -- _ � �...�,. 1 � I � uJ � 17 X -- —_ — — — ----- ---— - - - --- — -- _. __. —'.— W W �a ------ 1 ! / ri3 IN W INV=102.21 OUT - - -- - -_ — _ \�`k'\01.�6 OUT \ \ \�._--� --�"-... S � ��- � _..-------•`- ' __ - � - _-,...,.....- \ �, � -- _- ----- ---__ ------------- --- � a� a \ S Da. 8 E ESMT. a� d 20 W�- TE�; LINE \ \ �' - •� O \ \ I 0 0 ,•r'..--�F ' . 5"N , '\ ma`s- .\\� � _.l�,O\1y \� _.mom-y \ \ � ,L \ \\ � Z ,, 1 � .� -109� r� INV=-I0IA1 IN s` \ ''\ :\ C. y -109� IN\,=101A4 IN co N`. "fJ,.�O OUT ' £�"xl2" TAP. 109 �"r 6,000 5F WAREHOU5E W z \ _- \\ - 5TORAGE BUILDING :k i0i� } \ ` • I w BY F,C.S.A. O FF=109.50 -109` _ \ Isr, I , F \ \ \ , 0, w \ I 1 W r \ \ z o z L) \ \ \\ ,. •oo�� \ \ \ `�\\ \ t - '" �� r �� �` l 43-19-1B \ \ w 2�.` �� O �' + s tvM. INC. \ \\s O'rELE. ICED \.� .. .0000 Ire/ INST.0040010354-�--\X. 6F:AVEL STORAGE AREA ------- \\\\ y \\ \ \\ A A 04 s ZONED: MI \ \\ \ \ wco \ \ \ \ c4� / A G �2 �` , o �, USE: INDUSTRIAL \ / \\s \` \ \ \� c 5 CURVE DATA �� �Q \ .� \ \ \\ sy11 f 20' WIDE \\ C) \ \ p C1 \ /► \� 3'r1AN OVERHEAD \ \ \ 7 \, p \ \ r' W o o p \ - \ S DOOR ITYP.J \ \ h \, \N , \ \ E-+ $► ,� DOOR (TYP.) i p.\ \�co R- 994,93 .� C �. i09 x I',,- \ o A o �, \ � \` �� \ ,ct � 6,000 5F W4REHOU6E STORAGE BUILDING T = 11.88 \°� 0 \ \ \ a -�� A O \ F GN - N 8112 52 W 23.15 \ \ \ \ $202 O�NG \.OGP _ _ \\���\l \ \ -EX 25' x 25' \\ \ \ \O Ou iH15 A r \ I CONCRETE PAD \ \o\ \` \ J , \ \� 1 MARK D, SMITH 9 D = 30°04'48" W1 4 VE55EL5 ----\ \ - - \ \ \ 2CD `\\ (APPROX. LOG.) \ \ Llc. No. 22837 A = 430.33' G���� \\ \\\ \\ \ PORTION OF - ' \ _ � \ �. GATE TO BE "� ! 800 SF AD\ ITIO\ // "� \\� \1\\`� ` \ \ o��' �`II ti T - 245.84' \ \� \ \ \ �\ \ 0 -� ' �� \ \ \ �S \\ �' \ SCREENED WASH RAK \ ( !\ �"J I CH = N 12 °51' 30" W - 414.64' ;� 4 \\ � \ �N 1094 x -t08 \ ' �' ANAL \ \ \\ \. \ EX. WROUGHT IRON GATE + 65 43-113-48 LENOIR CITY CO. \ i , \ _ %� ✓ICE w. 6,000 5F WARENGUSE O \ DB. SW PG. 1311 _- \ \� \ \ F��'` - STORAGE BUILDING716 ZONED: MI / \ \ ""\ \ F.N. ASSI . n \ G FF=10�.50 USE: INDUSTRIAL % 1 \- �\ \ },2 �, �y�, �a x f$�� 7 p ."'' ^\--jam%,7t�" ,/ ' / •' �' 000*0 -102 rN O pu100 `5 AAA ,- ���;, -• � ,-__ --✓ .,j / r1� � U !---' _ 3 EX. 6' EARTH i- �` \ FX15TING DRAINAGE 4 PONDING EA"EMENT E-+ BERM DOUBLE __ - - -- D8 894 PG 106 (1-, '-' -f0.� \/ / �- r 1� / ROW OF TREE5 �', Y E-+ U E U) EAuEMENT NOTE: \ U� \ Ci \ \ \ \ l0' DRAINAGE d UTILITY ESMT, RESERVED BY \ \ \ EX. 6.5, x 6.5' -\ C1 \ LENOIR CITY CO. OF VA. ALONG AND INTERIOR TO \ \ � CC MONUMENT 516N \ \ `-�-AL.L. BOUNDARY LINES \ 0 � w 30 15 O 30 60 Z w � Q 43-19-1 \ \ \ LENOIR CITY CO. 3 DB. 601 PG. 255 SCALE: I" = 30'0) ZONED: MI z USE: INDUSTRIAL Q \ \fi 20' E-� j/0'� \\ \\ \ \ w NORTH SIDE OF BLDG. \ \\ o WILL BE OPEN \ \ w NOTES: I \ \ 1.THE PROPOSED WASH RACK IS A CLOSED LOOP \ �\ 3" CONTAINMENT CURB ZERO DISCHARGE SYSTEM. THE WASH RACK WILL DATE: 8/29/07 \ \ . BE A CYCLONATOR III MANUFACTURED BY THE \ EX. FF 4.. .� � �.. .' �. � .. � a ° A \ _ _ _ _EX. GRADE--- RIVEER COMPANY. \ _ _ _ — ' _ ��, SCALE: 1" = 30' 2.N0 DOMESTIC WATER OR SEWER TAPS ARE ROLL DOWN PAVEMENT TO PROPOSED WITH THIS ADDITTION. MEET EXISTING GRADE DESIGNED BY: EJG 3.ALL OUTDOOR STORAGE IS TO BE KEPT IN THE SCREENED STORAGE YARD AT THE REAR OF THE FILE NO. 0617R NORTH SIDE ELEVATION BUILDING. NTS SHEET 2 OF 2 4.ANY DEAD/DYING LANDSCAPING NEEDS TO BE REPLACED. 0 7 - 94 a 0 M M 0 0 N M 0 y oc 0 a� V) c �o a CD c a� c c w 0 C_ �o w� o � o X w CENERAL NOTES VD0T GENERAL NOTES LECEND VICINITY MAP 1. Methods and materials used in the construction of the improvements herein shall conform to the current Vi. All work on this project shall conform to the current editions of and latest revisions to the Virginia EXISTING INTERMEDIATE CONTOUR ---- -- - -- ..._.,. _330.-- -- -- -' � SCALE; 1 = 2000, Z 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 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 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 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. 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 govern.UJ V2. All construction shall comply with the latest U.S. D 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 poles, junction boxes, controllers, etc., owned by VDOT or private /public utility companies. It is the sole responsibility of the developer to locate and identify utility 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 by VDOT. Any additional expense incurred as a result of any field revision 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 EXISTING INDEX CONTOUR -------"----------------------- 330 PROPOSED CONTOUR 400 EXISTING EDGE OF PAVEMENT - __.-_ EX L/P PROP EP PROPOSED EDGE OF PAVEMENT / EX C&G EXISTING CURB AND GUTTER - PROP C&G PROPOSED CURB AND GUTTER CG-6 CG-6R TRANSITION FROM CG-6 TO CG-6R EXISTING TELEPHONE LINE - - T - - - - T - - - - T - - - PROPOSED TELEPHONE LINE T EXISTING STORM SEVER EX. 15" Rt;i' PROP. 15" RCP PROPOSED STORM SEWER -� ~� EXISTING SANITARY SEWER - S - �_ - - -- - -- - - - PROPOSED SANITARY SEWER S EXISTING ELECTRIC SERVICE --- - E --- .-- -- --- E - - - - - E - - -- PROPOSED ELECTRIC SERVICE E � W Z W o LO � M > I o Q � •� W CO U c0 L Z x �' � W °; � oUA 04 an = 0 45 � E) w / r �;- ; ~_ T _ / . ' Z �, \ ` � ;/ "�,. ' - E ��"\\ \ `'�� °' `' �2 T - ,�� > �- y. i� j �;' mar' \ _ J • \: SHEET INDEX o y W cn 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-1. 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. 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 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. EXISTING GAS LINE PROPOSED GAS LINE G PROPERTY LINE FLOW LINE ...- ... -. ... _ ... _, �' - ��' -`' FENCELINE ---- - x --- -- >; -- x - EXISTING POWER POLE J _ EXISTING TELEPHONE PEDESTAL 1.) COVER SHEET 2.) MINOR SITE PLAN 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. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. Vll. 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 EXISTING WATERLINE W/ TEE -W~- - ~- -~kJ_ or114-W- -- -m~ PROPOSED WATERLINE W/ TEE W EXISTING FIRE HYDRANT EXISTING WATER VALVE t.~. -- , - - - ___ _ y �' PROPOSED WATER METER PROPOSED REDUCER W V* Z O In W by VDOT. 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 V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT STOP SIGN `U prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction. 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 PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES 12 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. tobe accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. HANDICAP PARMNG *MIN 0 R REVISION T 0 AP P R 0 V E D S P 5 5 - 0 4 * W E- 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 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. 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 undlerdrains shall be installed where indicated on these plans and/or as 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 a:ny 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. VEHICLES PER DAY COUNT l0O PROPOSED BUILDING ENTRANCE PROPOSED STREET NAME SIGN PROPOSED SANITARY LATERAL CLEANOUT S � SANITARY MANHOLE IDENTIFIER 12 STORM DRAIN STRUCTURE IDENTIFIER O6 EASEMENT LINE --- - - CENTERLINE EXISTING SOOT ELEVATION X 7'�'`i PROPOSED SPOT ELEVATION X35 5 EXISTING TREE LINE A 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 PRIOR TO CONSTRUCTION H OF f� 0! U MARK D. SMITH "d L I C. No. 22837 A 96 10,331(v� ��11 �~ ZONAL PROJECT INFORMA TION STREET ADDRESS: 200 McGHEE ROAD WINCHESTER, VA 22601 PARCEL ID NO.: 43-((19))-1B LOT AREA: 5.28 AC. DISTURBED AREA: < 1,000 SF (NO LAND DISTURBANCE PERMIT REQUIRED) CURRENT ZONING: M1 CURRENT USE: WAREHOUSE, OFFICE, & OUTDOOR STORAGE 24. All utilities to be located underground. 25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways. 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 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 PROPOSED USE: WASH RACK BUILDING HEIGHT: MAXIMUM ALLOWED = 60' PROPOSED = < 20' SIGNS: ONE EXISTING. NONE PROPOSED. ANY FUTURE SIGNS TO SURVEY AND TOPOCRAPHIC INFORMATION Note: An lace within these Tans stating Greenway Engineering, shall represent Greenway Engineering, Inc. 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. .1. Boundary survey was performed by: Dated: 2. Aerial, horizontal and vertical control surveys were performed b p y Year (Year) 3. Aerial topographic mapping performed by: Dated: _. CONFORM WITH THE STANDARDS OF SECTION 165-30 OF THE FREDERICK COUNTY ZONING ORDINANCE. OUTDOOR LIGHTING: ANY OUTDOOR LIGHTING MUST BE SHIELDED TO PREVENT ILLUMINATION OF ADJACENT PROPERTIES BUILDING SETBACKS: REQUIRED: FRONT: 75' PROPOSED: FRONT: 79.3' EX. BLDG. SIDE: 25' SIDE: 53.0' �EX. BLDG.) REAR: 25 REAR: 335.2 PARKING CALCULATION: THE PROPOSED WASH RACK WILL NOT INCREASE EMPLOYMENT; THEREFORE NO ADDITIONAL PARKING IS REQUIRED. SWM CALCULATION: THE PROPOSED WASH RACK WILL NOT INCREASE THE IMPERVIOUS AREA; THEREFORE NO ADDITIONAL SWM IS REQUIRED. LANDSCAPE CALCULATION: THE PROPOSED WASH RACK WILL NOT INCREASE THE IMPERVIOUS AREA OR PARKING COUNT; THEREFORE NO ADDITIONAL LANDSCAPING IS REQUIRED. *NO ENVIRONMENTAL FEATURES ON -SITE '-' Q,- E-q � � � Z Q O > E- W co Ck �D ,� W 0 E- Y U x () W CF3 cc cc 0 = 7 U � � � W Q 3 W W Q � W FCSA CONSTRUCTION NOTES 1. The Authority's Water and Sewer Standards and Specifications are available at www.fesa-water.com 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water main is tapped for the installation of a new line: a) The Authorityshall furnish all labor and material. b) The contractor must: 1. make application and pay deposit 2. mark the tap location. 3. coordinate installation with the engineering -assistant. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and install all water meter. s through 2" in size. It is the contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. b The frame and cover shall be set to final grade. c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. d) All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's engineering assistant. b) An Application for Service must be made and fees paid before work will begin. c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. APPRO VAL �/ ���� FREDERICK COUNTY ZONING ADMINISTRATOR DATE *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF PLANNING APPROVAL 1 Pul ' r �ROI~O \ t FIRE MARSHALS NOTE Fire lane markings and signag_e: Any No Parking signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshal's Office. TRIP GENERA TION DA TA Project Name: E-i-Al S TE,RIV SUPPLY Project Number: 0617R CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the Magisterial District: Date of Plan: (Month, Day, Year) meter. e) The Authority will install all sewer laterals. STONEWALL MAGISTERIAL DISTRICT 8/29/07 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. * TA EN FROM ITE TRIP GENERATIO 7TH EDITION Owner: Address, Including Zip Code &Telephone No. 240 McGHEE RD. DATE: 8/29/07 � UTILITY (/ TILI T Y CONTA CTS SCALE: N/A 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and its backflow prevention device, and/or 2) the fire service line's backflow prevention device. T.S.M. WINCHESTER, VA 22604 (540) 722-3292 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 Developer: COMPANY Address, Including Zip Code & Telephone No. 233 VETERANS BLVD.RIVEER SOUTH HAVEN, MI 49090 888-587-7304 DESIGNED BY: EJG FILE N0. 0617R Engineer Certifying Plan: GREENWAY ENGINEERING Address, Including Zip Code & Telephone No.. 151 WINDY HILL LANE WINCHESTER, VA 22602 HANDICAPPED PARKINC NOTE SHEET 1 OF 2 Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. Virginia Utility Protection Service 1-800-552-7001 (540) 662-4185 07-94 3 a O cn I EX. FENCE AND WHITE PINE SCREENINGS TO REMAIN 50' RAILROAD UTILITIES ESM T . D B. 001 Fe. 2 61 �i \ 43-19-IA RITE AID OF VIRGINIA, INC. EX. SMH DB. SW FG. 1465 TOP =1m9.27 ZONED: MI IN70.46 IN USE: COMMERCIAL WMH / \ INV=103.21OU I \ ig2ia TOP=710.62 1 E aMH �1\�`; ' 1� 25 S.R.L. - �E� .� ®. INV= ��/ ---- W W L _ 4 AlltA7 - - W-•------ w --- V/ v_____ I 1\\ TC�= �m.925,; $�/L _ -_. ---' ---- - INV=7m2.21_ LOUT —^- -- -- - -- _ --- - -- — _- _� ----\- - — _- _- — _ -- - \ i 701.73 iN \\� \\i f X v? W = 0� - , _ ` - �- -- ------ -- -- - - -- -- - - - -. ` i�'`,l \O1.�6 OUT \-- - /- _i l --- " 20 WATER LINE ESMT. W DB. 8Es3 PC-4. 45r, I J V. .......... L�C. SMHr 4 70P 0d.90 \ \ �1 � i s ��A -109 `INV=701.47 IN INV=701.44 IN S� I�lV �g ° �. ' =70I30 OUT \ \\ \ �, J ���, IN \ 6l X. "xl2" TAP. \ \ \ �, \ 6,m0,d SF WAREHOUSE jk• A \. \\ \ � _ J' - STORAGE BUILDING O \ v 10�� FF=109.50 - \ - '�rG• \ \\ \\ \ m 204 \ \\ IN, — \ , ' % xei/d 0 v`' - i0i 43-19-IB \ \ \� 1\ \ \ \ 2O y \� e: \"f ELE. rED. \ 0 \ \ �\S� T.S.M. INC. \ \� - \ -,T \ 1 \ \ INST.0040010354 ------ -X. GRAVEL 5TORA6E AREA ------.— \\ b y \\ \ 09 / l Ap1NG - k .. �b �` ZONED: MI \\ \ \ USE: INDUSTRIAL CURVE DATA <<� '� \ h \ \ \ 6� \ / _� — - -- �- \ -�\ 2m WIDE \ \ \ \ \ 3' MAN OVERHEAD -c� I DOCK (TYP.) DOOR l TYPJ D = 01°22'04" \ \ \\ s.�,�� R = 994.93'�`i �\ C \ �. 109 6,000 SF WAREHOUSE x 10 - 10i� \\� A = 23.15' C`G°\ - - STORAGE BUILDING T = I I.88' FF=109.5m P O \ CH - N 81°12'52"W 23.15' \ \ e \ OQ1�' (�O - ''< \ EX. 25' x 25' \ a AREA CONCRETE PAD D = 30°04'48" W1 4 VESSELS CA\ 1 (APPROX. LOG.) Q `\ .�. \ \ \ \\ \ PORTION OF A = 430.33 \ G T = 245.54' \\ � \� � \\\ \\ 10 � SCTE TO REENEDE 1 80W S ADS ITION\\ �K CH - N 12 5130 W t 414.84 \ \ \ \ \\ \ \ EX. WROUGHT - `pA0 Q.c \ \ � ,; -�-�-i •� ,, -'' ,.- -\ \ \ \ \\ \ \\ + IRON GATE RpP05 005 LENOIR CITY CO. JI \ i \� 43-113-48 3/ n cc �. �. \ - U 1 \ \ \`F VG✓ V� �� 6,000 5F WAREHOUSE DEB. 888 PG.1311 \ `1 - STORAGE BUILDING ZONED: MI USE: INDUSTRIAL F.H. A5SY. CVIA � \� FF=109.5mILI \ 1 \�� - , �• is�9� 0 .�-°' / QUO .,_ --• " �'" -� _ ...- - ..- .' \ -.� BERM d DOUBLE _.. \ EXISTING DRAINAGE k PONDING EASEMENT `- D5 894 PG 101$ \ ROW OF TREES \ � � EASEMENT NOTE: \ \ I EX. 6.5' x 6\\ �\ 10' DRAINAGE 4 UTILITY E5MT, RESERVED 5Y \ .5' CI \ _ LENOIR CITY CO. OF VA. ALONG AND INTERIOR TO MONUMENT SIGN \ Al l,. BOUNDARY LINES \ \ ` \ ��• � 43-19-I LENOIR CITY CO. DB. 601 PG. 255 ZONED: MI �� \ USE: INDUSTRIAL 43-IS-313 T,S M, INC. 1 OB. 881 F'G. 1481 / ZONED: MI EX. GRAVEL sroRAG:E AREA \ USE: MANUFACTURING 1 / IEXISTING BUILDING EX. FIRE "\ i 1 _ __ _ _ ---- EX. WHITE PINE SCREENING \ NW EX. FENCE ��D44HYDRANTPSTs- -- - - - - LP `- --- ---�-- �E--}E----__- ewe GW 0000): c�0000c�00000 aooa0G0- 0(D o�- -�--� -x c�c� o��000�F\EC%. _�—--\ �P O C� 0 0 0 0( 0 0 0 0 0 0 0 O O CD O(D O O O(D CD CD 0 0 0 0 0 0 0 0 O U� xG)' u7) 0 s . o MTV _ - N 49°30'32" E 660.00'DE,. 810 PG. 268 4, EX-C-ONC-CAP OVER SAN. 42 j 5' PARING SETBACi< Ss S.- Cx _` S - S -- O GRADE CHANGES IS TtI5 s X SMH EA 3" CONTAINMENT CURB EX. FF A.. •. s - — _ _EX. GRADE _ _ — ROLL DOWN PAVEMENT TO ---`� MEET EXISTING GRADE NORTH SIDE ELEVATION NTS 30 15 O 30 60 5GALE: 1" = 50' NOTES: 13HE PROPOSED WASH RACK IS A CLOSED LOOP ZERO DISCHARGE SYSTEM. THE WASH RACK WILL BE A "CYCLONATOR III" MANUFACTURED BY THE RIVEER COMPANY. 2.NO DOMESTIC WATER OR SEWER TAPS ARE PROPOSED WITH THIS ADDITTION. 3.ALL OUTDOOR STORAGE IS TO BE KEPT IN THE SCREENED STORAGE YARD AT THE REAR OF THE BUILDING. 4.ANY DEAD/DYING LANDSCAPING NEEDS TO BE REPLACED. 0 Z cc W W z Z W 0 o � (.0 c\I 00 It 1~ a ' tm Z �'too I � W x >% 0 in�3 (D W � 0 t1D Ut() Ln �� a d Fw 0 o w to co -7 H z w z � W ooE_ z � w to z C-)O a W a w � A A W o c� h C\l C\l A rn rn a OF MARK D. SMITH v Lic. NO.22837 kjp ZONAL � Ei a W � W O W � � /90 SCALE: C = 30' DESIGNED BY: EJG FILE NO. 0617R SHEET 2 OF 2 07-94 SCALE: C = 30' DESIGNED BY: EJG FILE NO. 0617R SHEET 2 OF 2 07-94