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HomeMy WebLinkAbout017-97 Eastern Supply -Gainesboro - BackfileGENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP z EXISTING INTERMEDIATE CONTOUR - - - _ 33 - - SCALE 1"__ Iz�� __-_ a ' ' o LO Co 1. Methods and materials used in the coonstruction of the improvements herein shall c nform to the current V1. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR -- 330 -� �_ cD N -- County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion c ° � and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40 `�' c �1 � Z u7 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, applicable. In the event of conflict between any of these standards, specifications or EXISTING EDGE OF PAVEMENT EX E P 1 tic - � v, I °' must be provided prior to issuance of the site development permit. The approval of these plans in no way plans, the most stringent shall govern. PROP E/P .o �- _ > N relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT \o Q = L `a r Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER = _ _ =EX C&G - - - - ��,Z �C% -o °� c 0 3. A permit must be obtained from the: Office of the Resident Engineer, Virginia Department, of Transportation P g g P P Safety & Health Administration and VOSH Rules & Regulations. PROP C&G �� �'T86/ �,n (VDOT) and Frederick County prior to construction in, existing State right-of-way. PROPOSED CURB AND GUTTER \�E � s � 0 x V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, CG-6 CG-6R .a` �ry �` �� `� shall be in accordance with the current edition of VDOT's work area protection manual. TRANSITION FROM CG-6 TO CG-6R required under State law. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's / i Cn 5. �� The exact location of all guard rails will be determined by VDOT personnel. A joint inspection will be held Januar 1994 (or Latest edition of) Road & Bridge Specifications, Section 104.04-C. Y. EXISTING TELEPHONE LINE w� r' V btu m r. N o a) T with the Developer, County Representtatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE T r ��P'P�� lr z o � > Q, (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be V4. Design features relating to construction or to regulation, control and safety of traffic may EX. 15" RCP rE. 1� N;01 responsible for providing guardrail anid paved ditches as determined by this joint inspection." Refer to be subject to change as deemed necessary by VDOT. EXISTING STORM SEWER F U.� w Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROP. 15" RCP V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a land use permits for any work on VDOT right-of-way. representative of the developer must: be available at all times. EXISTING SANITARY SEWER SSHEET INDEX Li 'i, barricades or" flagmen should be in accordance with the Manual on Uniform Traffic Warning signs, markers, g V6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER s Q^> cv Control Devices MUTCD . ( ) arranged and held by the engineer and/or developer with the attendance of the EXISTING ELECTRIC SERVICE contractor, various County agencies, utility companies and VDOT prior to initiation of work. u- 0 0 8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE T- COVER SHEET SHEET 1 of 2 � � �` Q embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for PLAN SHEET 2 OF 2 �a_ 0 any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE e LL- � Q Q 0 9. All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less inspection. X 0 v_ ���� than 10 will require revised avementt section prepared. b Greenwa Engineering and approved b the owner. 9 P P P Y Y 9 9 PP Y PROPOSED GAS LINE o G o J 10. All roadside ditches at grades of morre than 5% shall be paved with cement concrete to the limits indicated g P V8. The Contractor will be responsible for maintaining adequate access to the project from the PROPERTY LINE -- o iU-> o a on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance cn a 0 > o o' 11. All springs shall be capped and piped) to the nearest storm sewer manholes or curb inlet. The pipe shall in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other affected by this project shall be maintained FLOW LINE -- . -- -- -- PROJECT INFORMATION J z a z g a- 0 Q 0 Q � be minimum 6" diameter and conforlm to VDOT standard SB-1. properties through construction. FENCELINE * Q Q a- � v_ 1.3T SHOWN 43-((19)-39 0 Q � W to vi Q 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE I one' litter receptacle shall be rovide:d at the construction site. P P V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during b STREET ADDRESS: 161 MCGHEE ROAD `�� �I 6MAE 'SI r PLAT t z V) Q U > 13. The 'contractor shall provide adequate' means of cleaning mud from trucks and/or other equipment prior to and at the end of construction. EXISTING TELEPHONE POLE WINGHESTER, VA oo e,--� �', R' QED �'1 0 !' 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 V10. All water and sewer lines within existingor proposed VDOT right-of-way are to have drainage facilities. EXISTING WATERLINE W/ TEE w 'T' MAGISTERIAL DISTRICT GAINEs�jzo Hd� r a� 9 PARCEL IDENTIFICATION NO. 43-((19)-39 0-0 ` * 1 minimum 36" cover and, when possible, to be installed under roadway PROPOSED WATERLINE W/ TEE w w-Ti w condition at all times. LOT AREA 5.3185 AG. 14. g• Y company P / y e * Notification shall be given to the appropriate utilit com an riot to construction of water and/or sanitary V11. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT 017 DISTURBED AREA 2.9-5 AG. sewer lines. 'Information should also be obtained from the appropriate authority concerning permits, cut immediately brought to the attention of the engineer and VDOT. Work shall cease in that CURRENT ZONING M1 sheets, and connections to existing Ilines. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE w e w CURRENT USE COMMERCIAL 15. All sanitary sewers and water mains (and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved b VDOT Inspector P PP Y P PROPOSED WATER METER (D PROPOSED USE 01=FIGS AND FABRICATION SHOP standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER w E> w Z 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the PROPOSED REDUCER w SETBACKS - BUILDING: FRONT: 15' PARKING: FROM ROAD R/W: 25' 0 contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V13. All roadway fill, baser subsurface material and backfill of utility/storm sewer trenches shall SIDE: 25' FROM PROPERTY LINE: 5' V prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing be compacted in 6" lifts to 95% of theoretical maximum density as determined b P Y Y STOP SIGN REAR: 25' > utility verification and, the proposed construction. AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width HANDICAP RAMP (CG-12) j W of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT BUILDING HEIGHT: EX. BLDG = 16' PROP. BLDG = 16' 17. The developer will be responsible for iany damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT JURISDICTIONAL CG-12 STANDARD AND AMP MP CONSTRUCTION result of his construction project witlhin or contiguous to the existing right-of-way. Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to SIGNS: NONE PROPOSED final VDOT approval. PARKING INDICATOR Al2 18. When grading is proposed within easeiments of utilities, letters of permission from all involved companies INDICATES THE NUMBER OF TYPICAL PARKING SPACES must be provided to Frederick Count-y Sanitation Authority prior to issuance of grading and/or site V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans OUTDOOR LIGHTING: EXISTING OUTDOOR LIGHTING FIXTURES development permits. and further where determined necessa.ry by VDOT Inspector. TEST PIT LOCATION Q 19. The developer will be responsible for ithe relocation of any utilities which is required as a result of his OUTDOOR STORAGE: PROPOSED OUTDOOR ST&RAGE project. The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way HANDICAP PARKING H/C W shall meet VDOT minimum design standards and is the developer's responsibility. 9 P P Y� F.A.R. CALCULATIONS PARKING CALCULATIONS Q _ 20. These plans identify the location of aill 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 V16. If required by the local VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT 100 REQUIRED i:0 REQUIRED: OFFICE - 1 SPACE PER 25® SQ FT engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to Unit total PROPOSED BUILDING ENTRANCE - - � - - FABRICATION = 3 SPACES PER 4 EMPLOYEES EX. BUILD INCz = 3,500 SQ FT 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering acceptance of work. and prices may be obscured. PROP. BUILDINGz = 2;500 SQ FT EX. OFFICE AREA = 1000 SQ FT = 4 SPACES at (540) 662-4185 immediately of ainy discrepancies between actual field conditions and the approved plan. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement _-_FAiDRICATION = 3 EMPLOYEES = 3 SPACES 22. Controlled fills shall. be compacted to 95% of maximum density as determined by method "A" per standard markings must be installed by the developer or, at VDOT's discretion, by VDOT on an EXISTING STREET LIGHT TOTAL = 6,000 SQ FT �> L 6,000/231,613.86 = 0,026 (F.A.R.) TOTAL SPACES REQUIRED = 1proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis. PROPOSED STREET NAME SIGN -+- SPACES PROVIDED = 14 professional engineer and results submitted to Frederick County prior to pavement construction. If a f geotechnical report has ben prepared, it should supersede the requirements in this note. PROPOSED SANITARY LATERAL CLEANOUT HANDICAP PARKING TRIP GENERATION DATA 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating SANITARY MANHOLE INDENTIFIER 12 1-25 = 1 SPACE REQUIRED or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement ENVIRONMENTAL FEATURES HANDICAP VAN ACCESSIBLE SPACE PROVIDED = 1 CLASS USE GROSS SQ. FT. N0. EMPLOYEES TRIP RATE VPD of excavation or demolition. Names and telephone numbers of the and operators underground utility lines STORM DRAIN STRUCTURE IDENTIFIER 18 EXISTING LOADING SPACES in Frederick County appear below. Tlhese numbers shall also be used to serve in an emergency condition. FEATURE ACREAGE 1 PER 40000 SQ FT OF FLOOR AREA M A U FA-_' TU RW-.-, CMFt_ G' 0.0 10 FLOODPLAINS 0 TOTAL FLOOR AREA = 6,000 SQ FT 4 F ' Z� EASEMENT LINE - - - - - - - - - - LAKES 4 PONDS 0 SPACES REQUIRED = I Water/Sewer: Frederick County Sanitation Authority CENTERLINE WETLANDS MAC SPACES PROVIDED = 4 P.O. Box 1877 Winchester, VA. 22604 `T�TaI_ 33VPID EXISTING SPOT ELEVATION 12.0 SINKHOLES 0 LANDSCAPED AREA REQUIP-ED = ZS%-57,�ISS�.FT. k (540) 868-1061 + NATURAL S.W. 0 PROPOSED SPOT ELEVATION 12 5 DETENTION AREAS EX. BUILDING c PAVEP AF-EA = So, Sco SQ . FT. Pt2oP GF?AVEL STOFzAGE AR-eA = 53, 8ro SQ. FT. Phone: Bell -Atlantic EXISTING TREE DRIP LINE. STEEP SLOPES ® E-4 > P.O. Box 17398 -TOTAL = 134,3ccD SGz.FT. Baltimore, MD 21297 301 954-6282 ( ) EXISTING TREE �r��t i Z Z 15" OAK 15" PINE WOODLANDS 0 Z3r , &74 - 134, -3� = -P7, :3,7+ >7, 374 = Z3(, &,74 = 47_/o P' E_+ MISS UTILITY 1-800-257-7777 ` � Power: Allegheny Power �- �rTTD rT V D SURVEYOR'S Y�1 ®lb'S CERTIFICATE 0 P.O. Box 1458 PROPOSED TREE Hagerstown, MD 21741 U 1-800-654-33117 1 HE9E0iYGEi-TIF`( THAT -THE LAND CoNTAINEp 1N -fHl5 SITE PLAt-I 15 A PV12- 7H OF THE LANP coNVE`(ED Tc, LENot{2 CITY GO. of VA. BY pEEp BATE Gas; Shenandoah Gas; Co. JANJUAP-Y AND DECOR-PE(D IN -THE FI_-EDEI21GK N I U P.O. Box 2400 GLE'S IZICOFFICE lia DEED �oolL 344 AT PAGE 23� . O � ULL Winchester, VA 22604 U W (540) 869-1111 MARK D. SMITH, F� CO VER SHEET (� � U MARK D. SMITH Project Name: Project Number: APO No.022837 ASTE FI SUFFL V, Magisterial District. Date of Plan: (Month, Day, Year) `SIGNAL % O� PROFESSIONAL SEAL & SIGNATURE Owner: Address IncludingZip Code & Telephone No.��' P P 3c, �IGLETT5 bIZtV E c� (_ E NOI G I TY G OF VA W I NCH ESTE4z VA. Z Z !OO I THESE PLANS ARE IN CONFORMANCE WITH com, � � G-jB- I I j o cl FREDERICK COUNTY STANDARDS AND Developer: Address, Including Zip Code &Telephone No. ORDINANCES. ANY DEVIATION OR CHANGE 195 EBERT RD. (P.O. BOX 1445) IN THESE PLANS SHALL BE APPROVED BY E ASTE FN 51JFFL 1" WINGHESTER, VA 22604 THE ZONING ADMINISTRATOR PRIOR TO (540) 122-32'B3 DESIGNED BY: CONSTRUCTION. Engineer Certifying Plan: Address, Including Zip Code & Telephone No. 5�1� i 151 WINDY HILL LANE JOB NO. GF2,EENW,4'1' ENGz1NEEf;,'INCz WINGHESTER, VA 22roO2 (540) 662-4185 SHEET I OF 2 I (1 Y (-,, 11 NOTE DAMAGED PoRTIoNs of EX(�iTtNG GLIR43 AND GUTTG-R Iv f3E f2EN1oVED 1112 Z 1 Z __ AND REPLACED LJNDEtz DIREGTIoNS X i , J o Ul r�F V. D. o.T, INSPC-GTo12- \ W °O ALL M A T E.P- I A l- ��� `� 00 (^I M.H. -To � E — - - - - - - - - — W o -E c`Do rn 7FLeA-TE i� - - - - - - - - - - J '�, I -- U M BE Iz-- = 5 I IP JAMES T. JE551E S w1L15 H F,' >-- Q N U-)� F�hiT E5. 5dD5 , I G. 40� V I5�1 Z � c co o •r \\ Z O N E t�l - I W W _ v t `n v x `�� USE GoMME F-G (A L S BETTY A. WIl_�iol.I fug WAL-TEf2 Zr D. B. 79-s, PG. 31 r �r -7ae L EX. PAVED et, (1T2-ANGE / J o ow oC> ZoNED: Ta R-ED STAB uu / 0-) PIMP WHITE PINES U 5E : GaMMEF2G(AL I I I I U_ LEA w 3 w z Q , EX. M H . We -IT E PI'oP GG-12 HAND(GAP R-AMF (_�A TI o N 5 To 13 E DETER-M`lNED 51 VDoT I NSPEGTo Ra (!o' HIGH AT ,',� r I --.-TOP 1'/2"x2- 1 _ I TIME of PLANT(NG) oR , I ,' ' V1F_11� NI A L_T6 P-NATE &' HIGH [:,K. 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WHITE PINES 1 • � � ' / -- _ Z '< ' Fegl2 S�Gf�-EE N (NC- I I O O I o W p�zoP 4' R�1 P _ GG-IZ EX E P. X. PA(ZIL(wC, (&' H16H ATTIMEoF PLANTING) I I / WEliz- � 1� \ H.G. RA M P 6,p-- AI-T-_F44A-iE h' HIGH EX. I 1 /Ili O N L- I O Z EX. LIGHT ZS 13UILI�ING fZESZ� TI N 0 - ljl -- �q(zpcaN CoAR-P LIGHT -- EX GONG. PUMPER _ - - - - - - - - - - O _ - - P�"6 F. X. E. P. - - - - - - - - - - - - - 5 - O o O �J GO NG �2 ET 1NE I f� _j \ P fzo P. - - - - �� _ �� _ b ETA I i` - C- 0 Cr cr 0- O E� �O - o- o- o -o -C_�=-C3� � -€� � � _- � _ -o C ' Q 0 D - -_--- - - - - -- - -- --- - -- --------------------- _ _ _� (NoT TooiGALE) Z _� (�h oo' I A A W /�- S 30 �Z " W o ( ; �03 \ ` �> � SIFT �ENGt� \� GI.-IF�'VE I Df�•T/� �� , � EX IS"GMPkk J \ BENCH MAIzIL '. i ,� �' � � � � i � \ � �E \ � ToP of I RAN P1N n° soh �s \ EMovEP AF'�" Z7(o. (oc-% ' 1 Pf�P• CoZ - - - - 6 �I ` W 113 - 1 2„ x -o \ \ I I o \ � 113 z I3 1 1 , g ,� Z G S � 9 E TAPPING, `i EEVE ' P. I . N # q AND VA V EW (_ E NI Fz- �i l -( UL \ PFzOPoSE D HANDICAP I�-�4 tv(P D.�. 344, PG Z3S Q Q W D ETA (L- PA lam- IZ 1 N G A l l D c5U GiTo+'-AG If A Iz EA '5 i2-61= N (N G �USE VA GA NT , drTAII e_- EX.M.H. EX. 13U1G EX. FIN. FELEV, _-71�{-. to / EX. DoGIC DooRs (T`iP. Io Ex AND STEPS H P- T-- P-E K,(A I H 8 (TYF>� • • • P12oPoSEp WHITE Plr • 1 1 1 • 1 1 • 4' `f-' 8 ` (TYP) (T'(P)(TYP- 4571PE i ANP 12EAFZ- DETAIL_ (HOT To SCALE TYP) (TYF 8, (TYP. ) �GHAI N LINII/- FENGC PRoFt-:15F-P WHITE PINES Zo'GATE • • • • e iGgIE I "= 3o' I 8` 8' Pq�c'. May 5.I11`17 Joa. N o - 50r-I b FgC N7 DETAI L f`I TE : ALL TREES AFzE To Be A (Na-( -[o �iGALE) MAX.oF&'TALLWHEN PLANTED. 2 of Z GIENERAL NOTES 1. Methods and materials used in the constrtuction 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 th(e site development permit. The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion 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. required under State law. 5. The exact location of all guard rails will b)e 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 trail and/of paved ditches will be needed. The developer will be responsible for providing guardrail and pawed ditches as determined by this joint inspection." Refer to Virginia Department of Transportation (VD1OT) Guard Rail and Paved Ditch Specifications. 6. An approved -set of plans and all applicablle 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 10. CBR values less than 10 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 ement concrete to the limits indicated on the plans and as required at the field inspection. 11. All springs shall be capped and piped to t:he 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. 13. The contractor shall provide adequate memns of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the conttractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insurre that the streets are maintained 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 Frederick County and/or 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 oce:srs 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 Sanitation Authority 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 kncown gravesites. Gravesites shown on this pjgp wiii "be profected in accordance with state law. In th,e evernt 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 VTW-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 ben prepared, it should supersede the requirements in this note. 23. Contractors shall notify operators who maiintain 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. Water/Sewer: Frederick County Sanitation Authority P.O. Box 1877 Winchester, VA. 22604 (540) 868-1061 Phone: Bell -Atlantic P.O. Box 17398 Baltimore, MD 21297 (301) 954-6282 MISS UTILITY 1-800-257-7777 Power: Allegheny Power P.O. Box 1458 Hagerstown, MD 21741 1-800-654-3317 Gas: Shenandoah Gas Co. P.O. Box 2400 Winchester, VA 22604 (540) 869-1111 VDOT GENERAL NOTES V1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal, or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. V3. When working on 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 VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. V4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. V6. If required by the local VDOT Residency Office, a preconstruction conference must 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. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. V8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V10. All water and sewer lines within 'existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities. V11. Any unusual subsurface conditions 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 V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement of fill. V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" 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 Inspector density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. VI 4. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. V16. If required by the local VDOT Residency Office, copies of all invoices for materials within any dedicated street right-of-way must be provided to the VDOT Inspector prior to acceptance of work. , Unit and total prices may be obscured. V17 Prior to acce tance b VDOT of an street r u,r d t t d/ t LEGEND EXISTING INTERMEDIATE CONTOUR - - - - 33 EXISTING INDEX CONTOUR - 330 PROPOSED CONTOUR 40 EX E P EXISTING EDGE OF PAVEMENT PROP E/P 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 CC-6R EXISTING TELEPHONE LINE PROPOSED TELEPHONE LINE T T EX. 15" RCP EXISTING STORM SEWER PROP. 15" RCP PROPOSED STORM SEWER 17 EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING ELECTRIC SERVICE PROPOSED ELECTRIC SERVICE EXISTING GAS LINE PROPOSED GAS LINE G PROPERTY LINE FLOW LINE ...� ...� ...�...� ...� ...� FENCELINE X X * * * X X X X EXISTING POWER POLE EXISTING TELEPHONE POLE b EXISTING WATERLINE W/ TEE w T , PROPOSED WATERLINE W/ TEE -W w I T w EXISTING FIRE HYDRANT EXISTING WATER VALVE w e w PROPOSED WATER METER m EXISTING REDUCER w w PROPOSED REDUCER STOP SIGN HANDICAP RAMP (CC-12) DENOTES LOCATION OF STD VDOT CG-12 AND/OR JURISDICTIONAL STANDARD RAMP CONSTRUCTION PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES TEST PIT LOCATION HANDICAP PARKING VEHICLES PER DAY COUNT PROPOSED BUILDING ENTRANCE p y y s, any eq i e s tee signage an or pavemen EXISTING STREET LIGHT markings must be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. PROPOSED STREET NAME SIGN TRIP GENERATION DATA CLASS USE GROSS SQ. FT. NO. EMPLOYEES TRIP RATE j�o MANLIFAGTC (WNG (off 5 EMF1_. e Z. o C '� S. F. @ 3. e/ 10epo `TC-T,A I - PROPOSED SANITARY LATERAL CLEANOUT SANITARY MANHOLE INDENTIFIER VPD STORM DRAIN STRUCTURE IDENTIFIER I EASEMENT LINE Z 3 CENTERLINE 3 3 VPD EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION EXISTING TREE DRIP LINE EXISTING TREE PROPOSED TREE MARK D. SMITH No.022837 IONAL f PROFESSIONAL SEAL & SIGNATURE 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. 12.0 125 15" OAK 15" PINE OAK Project Name: . Magisterial District: Owner: COVER SHEET .PLAN VICINITY MAP SCALE 1 "= Izcc SHEET INDEX SHEET I OF 2 SHEET 2 OF 2 z w a U0 w Z N � N I v N ,n OQ) Z c o -t S e a s un a, i � U N X r't,- LAr4\ H I- (n L - 03 o a > s c D w cn PROJECT INFORMATION J Q 1.3T SHOWN 43-(C19)-39 > STREET ADDRESS I61 MCGHEE ROAD 1tt'4';_ `'" '```` ca WINGHESTER, VA MAGISTERIAL DISTRICT GA(NEst�tzo r/ °''O�*�►TE `?�2� J PARCEL IDENTIFICATION NO. : 43-((19)-39 LOT AREA 5.3155 AC. 0l7 - DISTURBED AREA AC. CURRENT ZONING M1 CURRENT USE COMMERCIAL PROPOSED USE: OFFICE AND FABRICATION SHOP Z SETBACKS - BUILDING: FRONT: 15' PARKING: FROM ROAD R/W: 25' 0 SIDE: 25' FROM PROPERTY LINE: 5' 0 REAR: 25' j BUILDING HEIGHT: EX.,.. DG = 16' PROP. BLDG = 16W' W SIGNS: NONE PROPOSED OUTDOOR LIGHTING: EXISTING OUTDOOR LIGHTING FIXTURES OUTDOOR STORAGE: PROPCS,�ED OUTDOOR STORAGE W F.A.R. 'CALC;ULA,,IONS PARKING CALCULATIONS Q REQUIkEt�' I.® REQUIRED: OFFICE - 1 SPACE PER 250 SQ FT IQ FABRICATION = 3 SPACES PER 4 EMPLOYEES EX. BUILD ING = 3,50-0 SQ FT PROP. BUILDING = 2,500 SQ FT EX. OFFICE AREA = 1000 SQ FT = 4 SPACES FABRICATION = 3 EMPLOYEES = 3 SPACES TOTAL = 6,006D SCE FT 6,000/231,613.8ro .R 0.026-- (F.A.R.) TOTAL SPACES REQUIRED = 1 SPACES PROVIDED = 14 HANDICAP PARKING 1-25 = i SPACE REQUIRED ENVIRONMENTAL FEATURES HANDICAP VAN ACCESSIBLE SPACE PROVIDED = I EXISTING LOADING SPACES FEATURE ACREAGE 1 PER 40,000 SQ FT OF FLOOR AREA FLOODPLAINS 0 TOTAL FLOOR AREA = 6,000 SQ FT LAKES 4 PONDS 0 SPACES REQUIRED = I WETLANDS felAC 0 SPACES PROVIDED = 4 SINKHOLES 0 LANDSCAPED AREA REQUlP-ED = ZS%-5.7,�ISScz.FT. NATURAL S.W. 0 DETENTION AREAS EX. 6U►I_DING �,- PAVEP AF EA = Sc>, xb SG2 . FT. STEEP SLOPES 0 PROP. GRA\/EL. STORAGE AF2EA = 53, 8c o SQ. FT. Ei el5%-ToTAI_ = 134,:3cc>56z.FT. U WOODLANDS 0 �7, 374 = 23(, &74 = 4Z % W E- Z SURVEYOR'S CERTIFICATE � � Q � O I HeIZE6YCEFzTIFY THAT -THE LAND CONTAINED IN -THIS SITE PLAI4 15 A PoIzTIoH �F THE L-ANP CnNVE`(ED ToLENo112 CITY GO. OF VA- C3`( 17E rb TED JAI�IUAF-Y 7-&, 1,9&0, AN!] F°-EG0112-P D IN -THE FF2EDE12IGFL CaU GI l w iJ GL.EIZIC'S OFFICE IM DEED B�POk 3-44 AT PAGE. 23G . MARK D. SMITH, P.E. L.S. Q CO VER SHEET w Project Number: EASTE�N SUFFL G;;,4INE550iz0 LENolrz CITY Go. of VA . Developer: ErASTEF'N 51JF L- ' Engineer Certifying Plan: CiFP,EENUW,A"r' ENGINEEFING Date of Plan: (Month, Day, Year) } xs Address, Including Zip Code &Telephone No. 3o Fz-ICICETT5 b-, z(VE o��� W I NGH ESTE+z , VA. Z Z 601 G-7 e- I I I o Address, Including Zip Code & Telephone No. 195 EBERT RD. (P.O. BOX 1445) WINGHESTER, VA 22604 (540) 122-3253 DESIGNED BY: Address, Including .Zip Code &Telephone No. 151 WINDY HILL LANE JOB N0. WINGHESTER, VA 22602 �4 (540) 662-4185 SHEET OF Z f „X'& ,I NOTE' DAMAGED PoRTIoNS of EXISTING C,' GUFF AND GUTTCtz• Tv BE 12F=MoVED AND IPLAGED �INDEtz- DIREGTIoNs �'�Z x Z01-1 nF V.D.o.T. It-GToPz \` W LA-i No 00 ALL MATEF-IAL- C-i oa r..t H. To W V 0 N CV tD rn II P 1. 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I III Ii1-7x�x171�{� 44 713.c± - 71I. ES Ex . STEP AN D STEPS -ro P-E K,(A I H 75' I ZI.o' ZI.So' �5.00 PI�PoSED WHITE PIh �IC7Ei AND �2-EAI2- DETAIL_ NOT To SCALE 1 T (P. (TYF 8' (TYP. GHAT N LING FENGC P12oFt�,SED WHITE PINES Zo'GATE • • I 8� FFzoNT DETAIL ( NaT 70 SGA (-E ) MOTE: A L L TF2-E ES ARE To F3 E A MAX.oF,-,'TAL-L WHEN Pt —ANTED. e5Ga 16, 111 = 3o' DGIiG May 5 •IGI`t7' Job. No. 58�116 -llteG -� 2 of a GENERAL NOTES 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 s4tation, 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 Ay relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion 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. 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 Devel.oper, 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 Transportatiion (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 10. CBR values less than 10 will require revised pavement section prepared by Gree:nway Engineering and approved by the owner. 10. All roadside ditches at grades of more than 57 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. 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 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 Frederick County and/or 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 Sanitation Authority prior to issuance of grading and/or site development permits. 19. The developer will be responsible folr the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. 1, 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 suubmitted to Frederick County prior to pavement construction. If a geotechnical report has ben 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. Water/Sewer: Frederick County Sanitation Authority P.O. Box 1877 Winchester, VA. 22604 (540) 868-10,61 Phone: Bell -Atlantic P.O. Box 173918 Baltimore, MD 21297. (301) 954-62;82 MISS UTILITY 1-800-257-7777 Power: Allegheny Power P.O. Box 14581 Hagerstown, MID 21741 1-800-654-3317 Gas: Shenandoah Gas Co. P.O. Box 2400 Winchester, VA 22604 (540) 869-11111 VDOT GENERAL NOTES V1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal, or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall' govern. V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. V3. When working on VpOT 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 VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. V4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. V5.Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. V6. If required by the local VDOT Residency Office, a preconstruction conference must 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. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for 'any inspection. V8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance in accordance with the Virginia Erosion & Sediment Control, Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. VI 0. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities. V11. Any unusual subsurface conditions 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 V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement of fill. V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" 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 Inspector density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. VI 4. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. V16. If required by the local VDOT Residency Office, copies of all invoices for materials within any dedicated street right-of-way must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be obscured. V 7 P T f LEGEND EXISTING INTERMEDIATE CONTOUR - - _ -- - 33 _ ` EXISTING INDEX CONTOUR - 330 PROPOSED CONTOUR 40 E EX P EXISTING EDGE OF PAVEMENT PROP E/P 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 CC-6R EXISTING TELEPHONE LINE PROPOSED TELEPHONE LINE T T EX. 15" RCP EXISTING STORM SEWER PROP. 15" RCP PROPOSED STORM SEWER EXISTING SANITARY SEWER s PROPOSED SANITARY SEWER EXISTING ELECTRIC SERVICE PROPOSED ELECTRIC SERVICE EXISTING GAS LINE G, PROPOSED GAS LINE PROPERTY LINE -4 FLOW LINE ...� ... ... ... ... ... FENCELINE X X* X X X X X X EXISTING POWER POLE EXISTING TELEPHONE POLE EXISTING WATERLINE W/ TEE w T I PROPOSED WATERLINE W/ TEE -w "'+TT W EXISTING FIRE HYDRANT EXISTING WATER VALVE w w PROPOSED WATER METER m EXISTING REDUCER w '� w PROPOSED REDUCER - STOP SIGN HANDICAP RAMP (CG-12) DENOTES LOCATION OF STD VDOT CG-12 AND OR JURISDICTIONAL STANDARD KAMP CONSTRUCTION PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES TEST PIT LOCATION HANDICAP PARKING VEHICLES PER DAY COUNT PROPOSED BUILDING ENTRANCE 1 rior to acceptance by VDO o any streets, any required street signage and/or pavement EXISTING STREET LIGHT markings must be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. TRIP GENERATION DATA CLASS USE GROSS SQ. FT. NO. EMPLOYEES TRIP RATE Imo MANUFAG TUWI-16 (ocr,� 6a-'7� S. F. @ 7--TA L_- PROPOSED STREET NAME SIGN PROPOSED SANITARY LATERAL CLEANOUT SANITARY MANHOLE INDENTIFIER VPD STORM DRAIN STRUCTURE IDENTIFIER I EASEMENT LINE - 7Z 3 CENTERLINE 33VPD EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION EXISTING TREE DRIP LINE EXISTING TREE PROPOSED TREE 12.0 125 a15" OAK 15" PINE 0 luoH PROFESSIONAL SEAL & SIGNATURE 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. Project Name: Magisterial District: COVER SHEEN' .PLAN VICINITY MAP SCALE 1 "= I7_C1� SHEET INDEX SHEET I OF 2 SHEET 2 OF 2 Y B o u) 00 � N � cJ I N Z c - Ln l B o J > _ Ln a I 0 U) C o� U Q V7 �x � �� �� n V) U) W F a) o o � c > v, $ w cn PROJECT INFORMATION �J Q LOT SHOWN 43-(09)-39 STREET ADDRESS-: I&I MCGHEE ROAD WINGHESTER, VA SITE' PLAN LL MAGISTERIAL DISTRICT GArNEst�P2Q PPR0VG D Q PARCEL IDENTIFICATION NO. 43409)-39 •-...�.��`°�r°�y_.[,Ari 712-19 LOT AREA 5.3155 AG. / DISTURBED AREA Z.- -5 AG . #'�� -7 ! 7 7 CURRENT ZONING MI CURRENT USE COMMERCIAL PROPOSED USE OFFICE AND FABRICATION SHOP Z SETBACKS - BUILDING: FRONT: 15' PARKING: FROM ROAD R/W: 25' _O SIDE: 25' FROM PROPERTY LINE: 5' 0 REAR: 25' W BUILDING HEIGHT: EX. BLDG = 1&' PROP. 5LDG = 16' SIGNS: NONE PROPOSED OUTDOOR LIGHTING: EXISTING OUTDOOR LIGHTING FIXTURES OUTDOOR STORAGE: PROPOSED OUTDOOR STORAGE W � F.A.R. CALCULL IONS PARKING CALCULATIONS Q REQUIRED 10 REQUIRED: OFFICE - I Sf-'A E PER 250 SQ FT FABRICATION = 3 SPACES PER 4 EMPLOYEEQ EX. BUILDING = 3,500 SQ FT PROP. BUILDING = 2N500 SQ FT EX. OFFICE AREA 1000 SQ FT = 4 SPACES FABRICATION.;LOYEES = 3 SPACES TOTAL = 6,000 SQ FT 6,0001231,613.86 = 0.026 (F.A.R) TOTAL SPACES REQUIRED = -1 SPACES PROVIDED = 14 HANDICAP PARKING 1-25. = I SPACE REQUIRED ENVIRONMENTAL FEATURES HANDICAP VAN ACCESSIBLE SPACE PROVIDED = I EXISTING LOADING SPACES FEATURE ACREAGE I PER 40,000 SQ FT OF FLOOR AREA FLOODPLAINS 0 TOTAL FLOOR AREA = 6000 SQ FT LAKES 4 PONDS 0 SPACES REQUIRED = I WETLANDS iEIAC 0 SPACES PROVIDED = 4 SINKHOLES 0 L ANSC= RE DAPED AEA P-G2U(P-ED ZG%-57,'7,>�z I05-FT. NATURAL S.W. 0 DETENTION AREAS EX. l!2>UIL_DING c PAVED AF--EA = 60,EcoSQ.FT. STEEP SLOPES 0 PROP GFAVEL. SOTC42AGE AREA = 53, Soo SG? . FT. iE15% "IOTA L_ = 1-3 3cc) 5c 2Z FT. WOODLANDS 0 231 , &74 - 134 , 367c> = --.>7, 37�F , `T17, 3 7-+ = Z 3(, &17 4 = 4 Z Flo w SURVEYOR'S CERTIFICA TF Y) I HE9E13I(GEPzTIFY THAT THE LAND CONTAINED IN -THIS SITE Pl_AN IS A -THE Potz-TIoN of l_ANP GvI.4VE`(ED Tc> LENo({2 CITY GO. of VA. 'i DEE JAKJUAV-'( Z(o, 1-1&8 AWr-> P'-ECOR-PED IN -CHE FP--EDEF2IGIL CI0LaN GI 1 12 GL.F-12-V 5 OFFICE IW DEED 500V_ 3-+-4 A-T FAC-a 23G , U MARK D. SMITH, .E. L.S. CD VER SHEET E A S T E F;�N SUFPLi' Project Number: Date of Plan: (Month, Day, Year 5/5/cil Owner: Address, Including Zip Code & Telephone No. 3o Pz.IGICETT5 t:: •IVE L_ E NvI IZ G FT G �. OF V A W I NCH ESTEP - , VA. Z Z 6o I (7c90) (o%a- I110 Developer: Address, Including Zip Code & Telephone No. 195 EBERT RD. (P.O. BOX 1445) EA&TERN 5UFFL�1' WINGHESTER, VA 22604 (540) 122-3293 Engineer Certifying Plan: Address, Including Zip Code & Telephone No. 151 WINDY HILL LANE GREENWA, T' ENGINEERING WINGHESTER, VA 22602 (540) 662-4185 W Q J >a"o �ooa- �d�Q -- a_ o tY Q :D LL_ o�Q0 O V_O JLd F- jQOo o0:� :�R o_ 0 o Joan Q a_ � V) U W V) Q Q Z I-- rr N W Z Q U O *LLJ,i O E-1 > U U� E.. Z 0 (1 U LLl Z � DESIGNED BY: JOB NO. S TD SHEET OF 2 W� Ex. M.N NoT� E PF�P GG- 12 HANDICAP Fz-AMF �-�A TI O N 5 To (3 E DETER -MINED 6� Vrl>oT I NSPEGToi cU F-V E @i Dfl 7A 12-ApIL117- = Ate = Z 7�. �q ' i NOTE DAIAGED PoRTIoNS of EXISTING GI-IPf?, AND GUTTEf2- Tn BE FzEMc>VED AND I�PLAGED UI�DEfZ- DIREGTIoN5 r?F V. D. o.'T. INSPCC- Tol2 . P I N ir -- 3- .JAKAe5 T liESSIE S w1L5oH FIG. 40� AL-L- MATEFLIAL -TF�-,ATE r-> ZONE : M- I Z4 UiE GoMMEF2•-GlA L WALTEFz oi. -T T( A. VVILe7oN Z- �'° ' D. B. 74 G.P G. 3 I J r I ' Toe 1 EX. PAVED ENTF-ANGE / ZoNED. M- I w`� To P--E D 5Tf-N F- E X P P -E j r' 1 1- �0'7 Pt�PWHITEr1NES-E%�A�'D CYPIG��� i (JSE GoMMERGIAI_ 96-REENING (& HIGH AT TIME of PLANT(NG) A L-70 V-NATE &,' HIGH C-X FuEL_ bISPENSEfZ _ - - - - - - - - - A N p FU E L V--TA N - To P.� E e)c>A F2 N_ P t:aAg _P� I �/A G Y FENGE _ - _ ��_ W r' - _ _ �o$ �E MvVE� 13`i _ _ _ _ 70-7�8 7 - - - - - - - - - - - - - - - - -��� EX . F. H \ - (-OAP WA'( �-( P--U G K I N G _ J - - - - - _ _ _ _ - - - - - A IZ IL N 12 Ems, I2�GTI oNO I —ON 0 O 01D O O� a �� 6 0 0 0 O O O O� 0 0 o Q Q o O 0 0 0 , . I O O O 0-0- - , FfOP GG L Z 0 I O O O O O O O 'O O O (D 0 � 0 0 0 J—n————- ———\—t��—}—�J—�J— —— — — / O I -- - '/ I ZS` I3[IILDfNG RESTPtIGTIoN LINE FI�NT VIF-W Top I1'Iz"xz , R R ALTE12-NATF- `G�E�NING boOAP-DoN onA RLD pWVAGY FENe, DETA I L- ( NOT TOco SGA LE _— EX PF2EFA13P IGA-(Er-> PAN ELoi ) EX. FI,1 EL Ex. IZ, v G I I G H T Ao , CJI�iPEtISEF2 FUEL "TA K \ / I I � ' EX . GdNG. O ° PAD V �O 6UMPEF�5 o OCR, 4 6-ATE w I ,-y / 0 1 L X E P O U T P liz STo RAGE A �-E A 01 �' I ,�LENOIIZ GITI� OF VA. xEA-/ED To 0 ' IZoA D A / 0 / GG IZ - I -- -- - E)CP�ESe7F ING. �- Pf�P 0 — 1 ��� L-EAriE oPTiot� MEMO / H. R r°t brt P 0 40 ' I - - - - ni IOO -- TE ALL OtJTDoc4-- 15ToPLAG,I -To 6E I `J _ / � 1 / �. 5�II, PG. 53� t� O � E"'. (. N. # `f-3 - O I A I N T O f21`I A L T I Prl- �/�4 G'� 0 o EX O EX GvNG. PAS FENGE I o� `J O In �I N TE -- W pP-oP. I I 1 / vt �` S E G rOVA.at E F-G I A 12 I -T E A I P o f V t t--G 1 N (A 1 N G DRAINAGE II - PLTGH i6uL_VGPzT•' O — 9L. GANoP`( I I I Z - - � I I � � � � � i80-7, pG . Z 8 I PIPE I�N e7 I + L _ To DEGLEANEG O --- I I I I ` 6 ��� II \ E- OI0 II _ Z oNE M T ll l I I L O O 1 U� i E G o M M E f2G l A L I I I I (N) Z �oFFIGE ING. r 1 ,.. `= FLEA 1 I I ► I �' I Q. IIII I �WC P EX . BU l I-� NG PAD - Iwo - s f 1�J 'TA �Cj C O N I o I I �^� EX. GONG FLUME I- F. 714. 8 EX r 1 --- O / Q 10 P. �L- l� I X 1 0 LIGHT I r V `-�' O t A t Ti o I w I O .�- I ___ Q z,z� � ' QO iL X Ste. FT Z, SGbS�? F% ' I _ , i \ I 1 O I I 1 0 �EX.II�f''EWER iEtz-VIGI --- � prj'�- �� V , \ EDG E - 0 WA -TEFL- I ��� 00 1 dIL-AVEL pC�N 0 I a 1 / I / I 1 ERVICE 10. �� EX.STEP9 �N GG I I° (SEE R�f'oR T Fof� S WM Q N6 I PrZOPGSCD� GF2A�/EL /—�o GoL,tPuTAiloNs) PP•o P. POLL✓ O To P£ MN .•� I ff �` I O E O II\ -- 0G,A- I ST R-AGE AFZ A l 0 luo'' 7o S. o0 Z.I� • 4 . a. _ _ „ ,� �y F3hE \ EX. GQN PA P�' _ r �j Q�I•�'� "� I I I ,�+ a ' HANDI P RoP ✓�Y�' ` I \ O P HA^D(GAP �t{AE� I I 1 \ OOI 7- P 4 LoADLNG y I \ t'izoF GG- IZ (SEE PETAIL) SPACES �UTPoop- SToI�AG� A FzE ,� l I \ O I 3 \ H.G. DAMP =� \y ( r-- EX. ) I ' ` \ OI E. , 0 r j o "x�"x fOx Io WWIA X. E C ` q o I MEriH fLEINFoRGEMENT THR -c>UGHoUT Foa�t O / o i o .Q - VVA fE(Z F LoW / Z Ga�TE EX . GoNG . PA p i Q PRoP. WHITE INES I >/ / � .I , GLA ; 7 I ILL 0 P FLO P. Z X' Fro12 SG E N N G I N I Fa�oP 4' O I FA P- P-A P lIf- _ GG-tZ W EX E P. X. PARKING ((o' HIGH Ai MEoF PLANTING) / WEIIz OO G T ofz AL-MR44A �' H(GH EX, I I ING 2ESZt�IGTION LIN ��� / 0 � \ EX. LI H p�c+RDnN LLGHT G. -------- ZS-�U-L� - - - - - � _ EX GO N 6U M P E R- - _ - ---T- - K. E.P. \ P P - -�— - O O O FH"C) _(Y - n -- 6 ---- - - - - - - 70 A 3 A jr I-> SI%T 3=ENG� BENCH F,itAtz-IL �E GM \ Io t JD \ \ ToP of I P-4-1N P1N4 'Ao� �s 1� l 12EM�/EC ppic- \ 1Z",K "o TAPPING\ \ sLEEvE \ AND VA VE EX.M.H. G r i IlD PI2oPoSED HANDICAP I2-A M P DETAIL. Ex . 13U 1(_rpP N G EX. FIN. FEI_EV. 11 I I t f . 44 %13711. 4S � Io, Ex . STEP 70�. �B —y -� 7(l.�s AN P STGPS To PE K-(A I H 6.75' ZI o' 21.50' S.o' ` I • (,1lar `0 D.e. 344, PG. Z35 6� 1-ONE : M- I V`�' AF-KING AIID45UT Gi o G E G E l G I' � T f�-A �► � A ,t S E �/ A G A N T b ETA I -S, 8 (TYP Pf2opo�iEp WHITE PINES (T-�P-) (TYP) � I DE i AND P-EAI2 DETA I l.._ ( NOT To SCALE TYP.) (T(F 8� CTYP. ) CONGEZETE VVEiP- l� E-TA I L- ( I.J - To �jGA L E ) �GNAIN L1N1� FENGC PFo�7EP WHITE PINES I zo GATE I 8 Fgc>MT DETAIL ( No-T To SGA LE �o 0 t-1 TE : A L L THE E5 ARE To Be A MAX. OF, -,`TALL WHEN PLANTED. CD Z_ W W o m co .- 7 N � N t L7 p ° CIO N N c � W J I �N Z c o1* LAJ L �n a ux of c CD ANN o� C > c c °' 11, LC (n a U LL 6 -- ZL a N -( E �L Q i- ILA Q Q O Ili btQ v_ W i z W � .A Z � U t�1 Q Q W May N; �I