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HomeMy WebLinkAbout24-00 Trex Building Addition - Back Creek - BackfileCENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP EXISTING INTERMEDIATE CONTOUR - - -" 33 SCALE . 1 "= 2000' Z -- 1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR 330 W County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations PROPOSED CONTOUR 40 '� W 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 �k 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 U relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER EX C&G 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Safety & Health Administration and VOSH Rules & Regulations. PROP C&G v d� (VDOT) and Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER SNYDER LN ,�'�� -p w o V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, CG 6 CG 6R P q� Y Co 00 4. Approval of this plan does not guarrantee issuance of an entrance permit by VDOT when such permit is shall be in accordance with the current edition of VDOT's work area protection manual. TRANSITION FROM CG-6 TO CC-6R = = == �� �� W � required under State law. q Furthermore, all traffic control flaggers must be certified in accordance with VDOT s gjN -� Co 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held January, 1994 (or latest edition of) Road &Bridge Specifications, Section 104.04-C. EXISTING TELEPHONE LINE T I �, a ��� �� C Q q CO � with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE T T .�P' '� awn I 0 (VDOT) to determine if and where iguard 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 Q� os responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to be subject to change as deemed necessary by VDOT. EXISTING STORM SEWER CAPITOL LN CV Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROP. 15 RCP W b o V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER d1 0 6. An approved set of plans and all a1pplicable permits must be available at the construction site. Also, a w ,� Lo land use permits for any work on VDOT right-of-way. � __ Ln representative of the developer mu:st be available at all times. EXISTING SANITARY SEWER '[ R+ p P PROJECT INFORMA TION .� b required V6. If re the local VDOT ResideOf 7. Warning signs, markers, barricades ror flagmen should be in accordance with the Manua on Uniform Traffic q y Residency Office, a Preconstruction conference must be PROPOSED SANITARY SEWER ' E_ Gw 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. 8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE n P STREET ADDRESS 158 CAPITOL LANE embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for WINCHESTER, VA. 22602 &4 o 9. All pavement sections on the a rowed Ions are based on a minimum CBR value of 10. CBR values less any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE s W > P PP P inspection. MAGISTERIAL DISTRICT BACK CREEK ro than 10 will require revised pavement section prepared by Greenway Engineering and approved by the owner. PROPOSED GAS LINE o c tv PARCEL IDENTIFICATION NO. 63-A-110A w 10. All roadside ditches at grades of miore than 5% shall be paved with cement concrete to the limits indicated V8. The Contractor will be responsible for maintaining adequate access to the project from the PROPERTY LINE LOT AREA 16.1184 AC on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance DISTURBED AREA 3,104 S.F. in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. FLOW LINE -► - -� 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall Furthermore, access to other properties affected by this project shall be maintained CURRENT ZONING M2 be minimum 6" diameter and conform to VDOT standard SB-1. through construction. FENCELINE CURRENT USE MANUFACTURING 12. Construction debris shall be containierized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE PROPOSED USE MANUFACTURING z one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during Q and at the end of construction. EXISTING TELEPHONE POLE SETBACKS - REQUIRED: FRONT: 15' PROPOSED FRONT: 546' PROPOSED FRONT: 340' -I 13. The contractor shall provide adequaite means of cleaning mud from trucks and/or other equipment prior to Z W enteringpublic streets, and it is the contractors responsibility to clean streets, allay dust, and to take EXISTING WATERLINE W/ TEE w- Ti'SIDE: 25' MAINTENANCE SIDE: 231' BOILER SIDE: 116' P P Y Y V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have 0 whatever measures are necessary t(o insure that the streets are maintained in a clean, mud and dust free minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE ww 'T' w REAR: 25' BUILDING: REAR: 194' ROOM: REAR: 432' 0 condition at all times. BUILDING HEIGHT: MAXIMUM 60' (26' PROPOSED) Q 14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V11. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT W q 0 sewer lines. Information should also be obtained from the appropriate authorit concerningpermits, cut immediately brought to the attention of the engineer and VDOT. Work shall cease in that a y P vicinity until an adequate design can be determined b the engineer and approved b VDOT. EXISTING WATER VALVE w w SIGNS: NONE PROPOSED O v sheets, and connections to existing lines. Y q 9 Y 9� PP Y 15. All sanitary sewers and water mains; and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER m OUTDOOR LIGHTING: NONE PROPOSED Q standards and specifications of City of Winchester. prior to placement of fill. EXISTING REDUCER w w 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the PROPOSED REDUCER OUTDOOR STORAGE: NONE PROP05ED contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximum density as determined b STOP SIGN 0 0 prior to construction. The contracttor shall inform the engineer of any conflicts arising from his existing p y Y F.A.R. CALCULATIONS 0 0 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) W of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT LOT AREA 16.1184 AC 128,25350 S.F. Ei 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT CG-12 AND/OR JURISDIC11ONAL EX. BUILDINGS = 110,145 5F. A result of his construction project within or contiguous to the existing right-of-way. Road and Bridge S ecifications. A co of all tests shall be submitted to VDOT prior to STANDARD RAMP CONSTRUCTION PROP ADDITIONS = 3,104 S.F. `9 P J 9 9 9 Y 9 P PY P Al2TOTAL = 113,249 SF.18. When radin is ro osed within easements of utilities, letters of ermission from all involved com anies final VDOT approval. PARKING INDICATOR grading proposed P P INDICATES THE NUMBER OF TYPICAL PARKING SPACES 113,249 / 128,253.50 = 0.16 (F.A.R.) must be provided to City of Winchester prior to issuance of grading and/or site V14. VDOT Standard CD and LID underdrains shall be installed where indicated on these plans development permits. and further where determined necessary by VDOT Inspector. TEST PIT LOCATION ® PARKING CALCULATIONS 19. The developer will be responsible for the relocation of any utilities which is required as a result of his REQUIRED: OFFICE - 1 SPACE PER 250 5F. 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 MANUFACTURING - 3 PER 4 EMPLOYEES ■ shall meet VDOT minimum design standards and is the developers responsibility. 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected OFFICE = 4,000 S.F. in accordance with state law. In the event gravesites are discovered during construction, ff a owner and V16. If required b the local VDOT ResidencyOffice, copies of all invoices for materials within VEHICLES PER DAY COUNT 100 U en ineer must be notified immediately. q Y P � 16 SPACES REQUIRED 9 Y• any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering acceptance of work. Unit and total prices may be obscured. TOTAL EMPLOYEES = 35 PER SHIFT C� 2 SHIFTS • 35 EMPLOYEES = 10 EMPLOYEES at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. ,_, V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement -{- 10 EMPLOYEES • 0.15 SPACES = 54 SPACES REQUIRED Q-'+ markin s must be installed b the develo er or, at VDOT's discretion, b VDOT on an EXISTING STREET LIGHT C) Q 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard g Y P Y proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis. PROPOSED STREET NAME SIGN TOTAL REQUIRED SPACES = 10 0 P a professional engineer and results suibmitted to Frederick County prior to pavement construction. If a EXISITING SPACES = 88 >-+ geotechnical report has ben prepared, it should supersede the requirements in this note. PROPOSED SANITARY LATERAL CLEANOUT EXISITING SPACES REMOVED = 14 Z Z � E 4 TRIP GENERA TION DATA PROPOSED SPACES = 15 Z o tx Z 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating SANITARY MANHOLE INDENTIFIER 12 TOTAL SPACES = 8S < ; EE a � or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement CLASS USE PER PERSON N0. EMPLOYEES TRIP RATE VPD �4 Q E/4 of excavation or demolition. Names and telephone numbers of the and operators underground utility lines STORM DRAIN STRUCTURE IDENTIFIER 6 NOTE: NO ADDITIONAL EMPLOYEES a q in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. O DUE TO PROPOSED BUILDING ADDITIONS C7 24. All utilities are to be placed underground. EASEMENT _ _ _ _ _ _ _ �j EASEMENT LINE TH15 R VISION WIL HANDICAP PARKING co Z ® x W 51-15 SPACES = 3 HANDICAP SPACES REQ. �-+ NO ,AFFECT CENTERLINE - Q Q 0 W Q TRIF GENERATION EXISTING SPOT ELEVATION 12.0 EXIST. 4 HANDICAP SPACES W � W W Water/Sewer: City of Winchester + (2 VAN ACCESSIBLE) �D PROPOSED SPOT ELEVATION 715 3 > X EXISTING TREE DRIP LINE TOTAL HANDICAP SPACES = 4011 x r'. W Phone: Bell -Atlantic EXISTING TREE TOTAL REGULAR SPACES = 89 cc P.O. Box 17398 15 OAK 15 PINE TOTAL HANDICAP SPACES = 4 Baltimore, MD :21297 OAK TOTAL SPACES = S3 (301) 954-628 2 PROPOSED TREE �- YIN -A[ SITE PLAN MISS UTILITY 1-800-257-7777 Power: Allegheny Power APPROVED P.O. Box 1458 Hagerstown,- MD 21741 "�^ [?ATE �"�Co,�00 1-800-654-3317 __0O Gas: Shenandoah Gais Co. SEAL COVER SHEET P.O. Box 2400 Project Name: Winchester, VA 22604 (540) 869-11111 X CO A N"r/ L.L.C. T F Owner. Address, Including Zip Code & Telephone No. 158 CAPITOL LANE U MARK D. SMITH TREX COI" f=,4N*r, L.L.C. WINCHESTER, VA 22601 618-8100 No.022837 Developer. Address, Including Zip Code & Telephone No. SHEET INDEX sjorrAL 5AME ,45 ,45OVE Engineer Certifying Plan: Address, Including Zip Code & Telephone No. COVER SHEET SHEET 1 of 2 151 WINDY HILL LANEGREENWA� T- ENGINEERING WINCHESTER, VA 22602 PLAN SHEET 2 OF 2 (540) 662-4185 PROFESSIONAL SEAL & SIGNATURE APPROVAL DATE: 04-01-00 THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND SCALE: N/A ORDINANCES. ANY DEVIATION OR CHANGE Il�t�.,-`�f�.�( 6 / 9 �0 IN THESE PLANS SHALL BE APPROVED BY / DESIGNED BY: THE ZONING ADMINISTRATOR PRIOR TO AS CONSTRUCTION. FREDERICK COUNTY ZONING ADMINISTRATOR DATE * SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL FILE NO. 2168 * F.C.S.A. APPROVAL VALID FOR (2) TWO YEARS FROM DATE OF APPROVAL SHEET 1 OF 2 T.M. 63-CCA))-109 Z I.G. GABLER, INC. DB. E702 PCx. 692 ZONED: M-2 USE: TRUGKIN(S I w I W CSX RAILROAD S 58`2f'45" E Z 28.i3' Z — — — — — — N 32*FVill, 51' -- .._._ x PRIVA Y E N 33 I'1'2'1" E 2 GUY 9.5� w cv o ,n — — \ PP - - / / / PP "NIW13 �' CD co C\2 �t - \ .--- 25' BU{L1�IblErR�STRIGTION LINE _ - _- - �--r — —J — — - _ \\ I J I Q `� � co EX. PRIVACY FENC _ GUY - --�`' - ' - - - - - - - \� / ----- - - ` � _- _ _ - -- \ EX GON GREiE PAD \ \ Z CQ x � C\2 - - - - - - --_-= — — \ `7 42 I tR>Icy PARKINCs i 1 \ I I i 5A DR. TTE' N .�� I GRAVEL AREA ( 1 \ \ \ I R 8I(o .c 0 �n EP EX GOIGRETE PAD _ \ \ Lo EX ASPHALT PAVEMENT \ \ \ \ GRAVEL AREA .~,\ Ep I 742 \ 741 \ 740'L / I t` �_ rn w \ EX CONCTE PAVEMENT RE A .. \ 1 42� 74 742& 7 W°'taINV-143Cyt/ INV=146.03I 346" P INV 145.20 =_ _ �_' \ EX CdNGE GONG PAD \ \ \ \ ZEX p l I 1 GRAVEL I PAD r \ AREA BOLLARDS `741 \ AREA - I I i!1 I (SRAVEL \ 1 \ I \ I X. ASPHALT PAVEMENT EX. BLDG. i _ �74�, \ \ - , + I Gov Q Z W FF=143. R I I G EX. GAS LINE _ 743 \ \ 1 a 11 z \ \ ( I INI 142.31 ` I \ \ \ \ EX. BOLE ROOM--- I i ------ ---� \ --\ \ \ \ ? ` 1 I 0 \ ( I \ �E\RIPRAP I \ u s I EX. ADDITION �-`8,120 SF. \ I i� = T45.18 GAS METERS �L I --- 4 \ \ \ ► I �` \ ` I I � / 4V. Oit- , G PAD GON I EX. BLDG- w �44f�m I 7 — �— I f f VEL \ I A I \ �'-4fL_ EX D _ — — �- �- EX ELEG EX. C.O. EOLLARDS TRANS. GONG. STEPS l I RET WALL I11 II I I I I I I / \ I I I �I Q ul I UA TO ROOF I / . \ \ I 1UL J d) Q / CHAIN LINK \ EP u` a \� \ { O ° FEICE PROF.I -1 EX. FIRE LINE CONNECTION I I I \ \ I I I w Qj Qi Q d [L TOP = -1411 >Y Ex DOOR INV. IN = �443� \ \ I 1 1 I I I \ \ I I I Q I Q` Q N � m � � Z Q 1 J I / \ 8 E TO0 TO I1�IRECT � �NY � � I 0 0 � ° ° ° m O- I \ 1 !n �l Ex DOOR \ 1 I S �3'11'2i" W 11 c� Z_ 1— X 1 Ex DIESEL \ 1 T FUEL TANK \ \ \ \ I I 19.5� I Iw I -40 I I ff W W U 1 =f m I 1 \ REMOVE PORTION I f 1\ 1 1 1 x I 1 \ IW I I ~ o I N ( N W Z EX. RETAINING W,4LL \ 8 EXl SPACETb\ ( , I ► 1 B 1 , 1 I O 0 W ��o� , z V) c000 a N C� d 1 Z BE RELOGA . _D Ln \ INTENANGE ' + 1 1 Q W OL \ I ' Ex PAVED \ I BUILD iNGc S.F. coNd / l + 1 ' I I @� I I I I w �n ) z \ \ U AREA Q¢ 2,5(0� FF = "145.2 0 EX, 1"i ANU FAGTUi�fNGc SLDC�. PAq I W/sIL95 I I I I I� 1 I I I I I I I r O �> m N p OO pRO \✓ \ \ 1 \ 6 EX SPACES TO10 FF f I 1 1 ° wV I �w� Z /��\ x401 x h�-W BE RELOCATED \ C f I 1 1 1 1I r 11 I ( O I —1747� (aI I x / 1 \ \x747� 7\/ -2 / \ 1 I T.M. TREX COMPANY L L.G. I —' I I I UQ m ERM PA MEN u �—� pB. 9(d� PCz. lm 40 I / I J ZONED: M2 I ( I w TKO DIVERT TORM / lU TER Dl'1t' TER 1 I -� -� I I I C I • E-+ 15 I PROPOSED 12 SPACES \ 14 I CONC I / PAVEMENT / , I I O � � (� > \ Etc CONDCRETE / I 1 I ) \ / EX APrING I \BOLLARDS / I / T WALL gym/ / W I I / I 1.4 / / 1 , � �Q E-� O 18' 24 / ST \ \ RETE ni' CHERRY Iv. 'ST;ZUCE to lul I \ \STRIPE \ _ EX. HANDICAP EX. P/C PARKING SIGN / SPACE AS SHOWN ;� GAS METER EX. I-i/G RESTRIPE — — — SPACES AS SNOUJN — — — — — — �— --- } , , — / / / f ! / � cK / — / / I _ _ sic,N // / I x I / I �t"/cH R r �/ I ' I oPE D / Q — r - CO / r% ) - - _ SIAMESE -- CONI - / _ i NICE , �i VDOT INV IN-ry28.88 I\IEADWALT ^ / 8' 8' 8 / 51 g' 8 H/CRAMP / i / r / / i - / / _ Z - R ;t / //1 I / % / x W I 1 / GSNJ / Co / ° / CONC PARKING AREA - - - -_----_ 6 ROOF DRAIN / �LACzPOLE p(� 10" GHERFrl1' 8" CI•�IgRR1' 11 3 > .1 _ _ _ EX IV T / / 4 HEADWALL ° / / I CE _,,AIGN / CO / / / / - - / -----' — — — —D-_ — �- '' -. .� 8„ CI�RRY / / 6�gQOls BR�N _- -- / _.- -- j 2`2CO�C �- — --'•- G \ � � \ \ /�— PAD - / W — — — — 111v / WEANouts coNGRETE / GE LINE g ENTRANCE / ,� i W / - /� ,-----!_- - — --� _ _ / - _ -- =------ W — -- - -� _ s' W \ �� / /W / / / / W z \ @ / \ 32`58'11" W \ I I DWALL -- f- \ I / / — /— \ — — Ip GI WATER LINE — II I —" I EX.Ex �GCESS RO D ° wv WV I / f 1 1 / EX EP (5) DATE: 04-07-00 SCALE: 1" = 30' MH SAN SEWER 4 / / / / V -- \ \ WATER EASEMEN\ / i I � \ \ - - - - - - - - - - - - INV.121b1 0 PC � DESIGNED BY: CAS �Rrx COMPANY LLL C , / / , / / I \I 1 % FILE NO 2168 ZONED i 1040 // / / SHEET 2 OF 2 0 GENERAL NOTES VD0T CENERAL NOTES LECEND VICINITY MAP _ SCALE 1 "= 2000' Z_ EXISTING INTERMEDIATE CONTOUR - - 33 1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR 330 ,� w County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40 W 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� �k z must be provided prior to issuance of the site development permit. The approval of these plans in no way plans, the most stringent shall govern. PROP E/P U relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational EX C&G P Y P P EXISTING CURB AND GUTTER 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Safety & Health Administration and VOSH Rules & Regulations. � Z) W CQ P 9` 9` P P PROP C&G (VDOT) and Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER SNYDER LN ,� -p o LO V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, CG 6 CG 6R V Q� Y CD w 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is shall be in accordance with the current edition of VDOT s work area protection manual. TRANSITION FROM CG-6 TO CG-6R y = Y = = - '� <G N � required under State law. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's� q� �-p I Co 5. The exact location of all guard roils will be determined by VDOT personnel. "A joint inspection will be held January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. EXISTING TELEPHONE LINE SIDE , dap' �� ` Q q 0 CV with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE T T � I rn (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 �� = I responsible for providing guardraill and paved ditches as determined by this joint inspection. Refer to be subject to change as deemed necessary by VDOT. EXISTING STORM SEWER ,�4i z x u7 CV CAPITOL LN1-4 Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROP. 15" RCP �'� w b o V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER - o 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. W T � representative of the developer must be available at all times. EXISTING SANITARY SEWER S PROJECT INFORMATION V6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER ;� 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic E- w 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. 8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE P P STREET ADDRESS 158 CAPITOL LANE embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for WINCHESTER, VA. 22602 CD 0 9. All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE MAGISTERIAL DISTRICT BACK CREEK b 1 than 10 will require revised avennent section prepared b Greenwa Engineering and approved b the owner. inspection. q P P P Y Y 9 9 PP Y PROPOSED GAS LINE 0 0 IDENTIFICATION NO. : 63-A-110A wPARCEL 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated V8. The Contractor will be responsible for maintaining adequate access to the project from the PROPERTY LINE LOT AREA 16:1184 AC on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance DISTURBED AREA 3,104 S.F. in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. FLOW LINE - -- 11. All springs shall be capped and piiped to the nearest storm sewer manholes or curb inlet. The pipe shall Furthermore, access to other properties affected by this project shall be maintained CURRENT ZONING M2 be minimum 6" diameter and comform to VDOT standard SB-1. through construction. FENCELINE CURRENT USE MANUFACTURING 12. Construction debris shall be contaiinerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE PROPOSED USE MANUFACTURING one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during Q W and at the end of construction. EXISTING TELEPHONE POLE SETBACKS - REQUIRED: FRONT: 15' PROPOSED FRONT: 546' PROPOSED FRONT: 340' z 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to , enteringpublic streets, and it is the contractors responsibility to clean streets, allay dust, and to take EXISTING WATERLINE W/ TEE w 'T�- SIDE: 25 MAINTENANCE SIDE: 231 BOILER SIDE: 116 0 0 P P Y Y V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have REAR: 25' BUILDING: REAR: IS4' ROOM: REAR: 432' v whatever measures are necessory, to insure that the streets are maintained in a clean, mud and dust free minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE -'" *' Ti w QL condition at all times. BUILDING HEIGHT: MAXIMUM 60' (26' PROPOSED) rj lL 14. * Notification shall be given to th,e appropriate utility company prior to construction of water and/or sanitary V11. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT 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 SIGNS: NONE PROPOSED v sheets, and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE w ® wQ, 15. All sanitary sewers and water maiins and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER m OUTDOOR LIGHTING: NONE PROPOSED Q standards and specifications of City of Winchester. prior to placement of fill. EXISTING REDUCER w I> W 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the PROPOSED REDUCER OUTDOOR STORAGE: NONE PROPOSED contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximum density as determined by STOP SIGN 0 0 prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing F.A.R. CALCULATIONS 0 0 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) W of any dedicated :street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT LOT AREA = 16.1184 AG = 128,2535® S.F. E-+ ry 17. The developer will be responsible f-or an damage to the existing streets and utilities which occurs as a performed b a qualified independent agency shall be conducted as required in the VDOT CG-12 AND/OR JURISDICTIONAL EX. BUILDINGS = 110145 SF. P P Y g g P y q P g Y q STANDARD RAMP CONSTRUCTION � PROP ADDITIONS = 3,104 SF. result of his construction project within or contiguous to the existing right-of-way. Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to Al2 final VDOT approval. PARKING INDICATOR TOTAL = 113,24S S.F. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies INDICATES THE NUMBER OF TYPICAL PARKING SPACES 113,2415 / 128,253.50 = 0.16 (F.A.R.) must be provided to City of Winchester prior to issuance of grading and/or site V14. VDOT Standard CID and UD underdrains shall be installed where indicated on these plans development permits. and further where determined necessary by VDOT Inspector. TEST PIT LOCATION ® PARKING CALCULATIONS 19. The developer will be responsible fior the relocation of any utilities which is required as a result of his REQUIRED: OFFICE - 1 SPACE PER 250 5F. 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 MANUFACTURING - 3 PER 4 EMPLOYEES shall meet VDOT minimum design standards and is the developers responsibility. 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected OFFICE = 4000 SF. 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 F' 16 SPACES REQUIRED engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to U acceptance of work. Unit and total prices may be obscured. PROPOSED BUILDING ENTRANCE 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering TOTAL EMPLOYEES = 35 PER SHIFT Z � 2 SHIFTS • 35 EMPLOYEES = 10 EMPLOYEES at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. ,,_o V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement 10 EMPLOYEES • 0.15 SPACES = 54 SPACES REQUIRED markings must be installed b the developer or, at VDOT's discretion, EXISTING STREET LIGHT 22. Controlled fills shall be compacted) to 95% of maximum density as determined by method "A" per standard g Y P by VDOT on an O O Q � proctor AASHTO-T99, ASTM-D6983, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis. PROPOSED STREET NAME SIGN --�-- TOTAL REQUIRED SPACES = 10 x professional engineer and results :submitted to Frederick County prior to pavement construction. If a EX151TING SPACES = 88 coZ geotechnical report has ben prepmred, it should supersede the requirements in this note. PROPOSED SANITARY LATERAL CLEANOUT EXISITING SPACES REMOVED = 14 O z E TRIP CENERA TION DATA PROPOSED SPACES =15 Z 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating SANITARY MANHOLE INDENTTFIER 12 TOTAL SPACES = 8S W �D or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement CLASS USE PER PERSON NO. EMPLOYEES TRIP RATE VPD a Q coO of excavation or demolition. Names and telephone numbers of the and operators underground utility lines NOTE: NO ADDITIONAL EMPLOYEES �••� Q O in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. STORM DRAIN STRUCTURE IDENTIFIER O DUE TO PROPOSED BUILDING ADDITIONS C`J 24. All utilities are to be placed underrground. _ - - - - - - TH15 REVISION WIL EASEMENT LINE HANDICAP PARKING Z o � W �O AFFECT - 51-15 SPACES = 3 HANDICAP SPACES REQ. Q Q W Q 0 7RIF GENERATION EXISTING SPOT ELEVATION 12.0 EXIST. 4 HANDICAP SPACES Water/Sewer: City of Winchester + (2 VAN ACCESSIBLE) �D �+ PROPOSED SPOT ELEVATION 715 3 > M X EXISTING TREE DRIP LINE TOTAL HANDICAP SPACES = 4 WW /� Phone: Bell -Atlantic EXISTING TREE 15" OAK 15" PINE TOTAL REGULAR SPACES = 89 pa P.O. Box 173�98 TOTAL HANDICAP SPACES - 4 Baltimore, MD 21297 OAK TOTAL SPACES = 93 FINAL 59TF P__Ai' (301) 954-6282 MISS UTILITY 1-800-257-7777 PROPOSED TREE C APPROVED 9 Y IJAT Power: Allegheny Power P.O. Box 145,8 Hagerstown, IMD 21741 1-800-654- 3317 d? y -Ov Gas: Shenandoah (Gas Co. SEAL COVER SHEET P.O. Box 240)0 Project Name: Winchester, VA 22604 (540) 869-11111 X CO %T"/ L.L.C. I Owner: Address, Including Zip Code & Telephone No. 156 CAPITOL LANE MARK D. SMITH TREX COMfi-'�4W1 , L.L.C. WINCHESTER, VA 22601 618-8100 No.022837 rrll rr11 Developer. Address, Including Zip Code & Telephone No. SHEET INDEX �IONaL 5AME A5 A50VE Engineer Certifying Plan: Address, Including Zip Code & Telephone No. COVER SHEET SHEET 1 OF 2 151 WINDY HILL LANE GREENW,4� ENGINEERING WINCHESTER, VA 22602 PLAN SHEET 2 OF 2 (540) 662-4185 PROFESSIONAL SEAL & SIGNATURE APPROVAL DATE: 04-01-00 THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND SCALE: N/A ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY DESIGNED BY: THE ZONING ADMINISTRATOR PRIOR TO AS CONSTRUCTION. FREDERICK COUNTY ZONING ADMINISTRATOR DATE * SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL FILE NO. 2168 * F.C.S.A. APPROVAL VALID FOR (2) TWO YEARS FROM DATE OF APPROVAL SHEET 1 OF 2 T.M. 63-((A))-109 H.C. GABLER, INC. DB. 502 PCs, 692 ZONED. M-2 USE. TRUCKING GSX RAILROAD — — — — -� N 32°mil"4851' X. PRIVA Y �F_ GUY - _x N -> GUYBUILi�1DlE--1P'-5TRICTION LINE -�-- _ - EX. PRIVACY FENC - - - - - - - --- -� - -� - - - - .-- - - -�-------� J� EXGONCRETEPAD \\ I I / s ---- I I - \ -7 I TRACK PARKING \ \ BATTAILE D�'• -- - - -�-= \ \ 4? \ I GRAVEL AREA SUo EP CONCRETE PAD \ Ex ASPHALT PAVEMENT \ \ \ \ \ \ � \ � � � GRAVEL AREA 74 � 742 741 740 / I I ,,I� �0- BOILER R00I„1 INV-143;6 \ AVEMENT \ / / �� ` `J" EX CONCRETE P FF=14�.9� \ I w - I Z 743 743 742 742 74 74(� \ J 1 I EX 36" RGP / — — — �-'— 149� GONC \ \ Z } 1 I 1 INV - 1452fd J r \ PAD \ \ I INV-146.031 --_ --�-- y 0 0 I �`\� - - �. / \ — -� I(o' \ \ - - - - - �\ U GRAVEL AREA II I EX CONCRETE PrAD \ \ G' " \ �- / \ / - S \ - - I I - BOLLARD - _ I GRAVEL R--A - ` - - - - ` `\ � W X. ASPHALT `�I - - - - - - '742, \ { Gv \ 1 \ I \ I PAVEMENT m EX. 5LDG. 1 - - - - - - - _ \ \ ! I I I ° o \ I I FF=143. R I I I G EX. GAS LINE 743 \ \ I EX. 50L _ --- _---- - ` I \ I I \ \ \ EX RIPRAP\ I Roots \ \ I I \ \ \ EX. ADDITION GAS METERS I FEx. SLDGCONC PADl - 1 1 w 11�1V. 0it- I I /- —— r �I�44(�m— I ( \ A 1 \ ✓ �- �— �- EX ELEG Ex. G.O. BOLLARDS ul TRANS. LONG. STEPS I RET WALL I / \ I I I I ul EX DOOR TO ROOF / \ ^\ d� dQ CHAIN LINK \ ►' ` FENCE EX, FIRE LINE u+ s \ { CONNECTION � Q a � y a 0 a PROP. D i- I Z tX, 0 4 TOP = -746 (dm \ I Q Q Q 0- j I \ \ ry EX DOOR INV. IN = �44.31 \ \ \ I 1 I r \ \ I I I OL w Q I BE TO DIRECT FF=�45.18 \ \ I I I \ l I I wl m() Z Z 1 1 / FLO TO INLET 1 1ti I \ I I i 11 w sn I v j in �l V Ex DOOR j S �3°17'2�" w \� ` t�1 Z �v°'�w f I \ � r' \ � IZ�4 x 1ST ( I \ \\ EX DIESEL \ \ - \ I I \ 19.5� Q I Q I U Q I \ T FUEL TANK a I w w - F- I 1 \ REMOVE PORTION I 1 1 } I \- x +- Z w \ \\ \\ EX. RETAINING WALL i I I 1 I \ \ 1 O hum 1 / I 1 1 I `I IL a ExIP\ \ \\ f Pi�OF'OSED I I \ i 9 I Z BE\ \ \ \ h'IAINTENANGE f / \ I 1 I,�I 1 I Q o 0 7ELOCATED � — BUILDING I I \\ I J U EX PAVED \ \ 2 I 2,rJ' I'OO S.F. PAI� / I 1 \ 1- O 1� / AREA \ Q! FF = �(4�.2 0 W/S1L09 I 1 I III \ , I I I -' ►� u EX. m,4NuFaGTUR1NG BLDC3. ( I ( I I 1 \ w o \ \ 1 (0.1ro FF = -145.18 I I ,n o wv \ \ \ \ \ 10 EX SPACES TO I II it `D 1 \\ I I I Q cW I _Z \ a- / \ 7 w x x 4,8� BE RELOCATED (] I \ _1 / \ \x747 747�/ � { \ TM, f m (/ \ u \ \ I TREX COMPANY L L.G. - - - DB. 90l PG, 1040 ERM PA MEN u ZONED: 1"t2 I I l I I O DIVERT TORI`11 I I w� � `�'� 1 ' � ► 11`, I I W TER I15 1 PROPOSED 12 I PARKING I / CONC PAVEMENT I I,J I I I SPACES I \ 14 I I )(;C-;64r= ® / 1 EX CONCRETE \ BOLLARDS / PAD EX =�INCs AREA I /�T WALL24 R \ _ / EX. HANDICAP GAS METER TRIPE EX, P/C i f / / I� I I APED / STRIPE EX. P/C. PARKWG SIGN RES — �-' siGN � / x,RtI / I / Lu SPACE AS 5POWN ;n G7/ / — 1 — SPACES AS 5NOWN — — — — F — , i IVECK /GHE/RRY ��l/ �— CO — — /51AMESE ' / — �.� VDOT _ / (�, CONN� i NGE , INV IN28.88 � 23 / / / I �\ / / 45"� & & "" 6 � � � i / _...- - �'� w� � 1 8 8 H/C RAMP 5 8 8 GONG PARKING AREA _ - - / p� 10 GHERRZY a" CHERRY I / 3----------- 6' ROOF DRAINA'r_sPOLE qQ (v, `t; �.� < `�� -��p Go 0--- t HEADWALL o f O- I / EX Iv Y CE ,,SIGN / - �- - �R RY / / 8„ C FRR 1 )R�N _ _ � j_ _ � 2.�„ Opp RFTE PAD � m UJek ANE OUtS CONCRETE / / / / / -- — — — _ _ — i — — — _ — _ — —, �' — / / / GE LM6 0 ENTRANCE / / / l / _ C — — — — = \ i w \ z \ - --£xgE v S o a� / _' --_� - -- - --�,/ �__ 6 RoaFDRCAI 2" ' _\ W ` _ -7-- /� / ct) - I ov \�/ \� - @ F PI + 0 32*50,111, lU \\ /� W O D- 9.10' W I ' �- j EX. ,�,CGSS \ _ / EX 12" Cl WATER LINE I I I o I I I I WV _ wV Fill Ex Fm MH �_ /�� _ \ \ j / 80' SAN SEWER I WATER EASEMEN� \ \ \ \ \ o PC p / 4. � Tp 5X COMPANY L.L C DEB. Sol PG. 1040 ZONED: M2 Z W w Z Wc\2 O CD U) Oy `Q V °p I I zx �N C\2 w W a N o� 0 0 W 0 0 !� N 0 Q o 0 cn o � � z 0 C; o D PR�F�v O V E, 0-4 O (� > W�D EE- o �wQ V wQ <x W U F— DATE: 04-07-00 SCALE: 1" = 30' DESIGNED BY: CAS FILE NO. 2168 SHEET 2 OF 2