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HomeMy WebLinkAbout20-03 Ford Distribution Center - Shawnee - Backfile (2)U Q ti M r� N 00 0 co O 0 N ti N 0 3 H CO U o0 fl- (D M , w U) Z g 0 Z X w w z_ Z W m a 0 U c 0 L 0 E 0 .93 ao r` m' :93 0 CENERAL NOTES VDOT GENERAL NOTES LECEND VICINITY MAP 1. 2. 3. 4. 5. 6. 7. 8. 9. Methods and materials used in the construction of the improvements herein shall conform to the current .. current VDOT standards and specifications. County construction standards and specifications and/orP and siltation including detention ponds serving as silt basins during construction,, Measures to control erosion g P g g must be provided prior to issuance of the site development permit. The approval of these plans in no way P P P P PP P V Erosion and Sediment or his agent of the responsibilities contained m the Virginia Er relieves the developerg P g Control Handbook.. A permit m g g P P must be obtained from the Office of the Resident Engineer, Virginia Department of Transportationtemporary, VDOT and Frederick County prior to construction m existing State right-of-way. t VDOT when such permit is Approval of this plan does not guarantee issuance of an entrance perms by D T p required under State law. „ e exact location of all guard rails will be determined b VDOT personnel A joint inspection wall be held The g Y P J P • V Department of Transportation Cou t Re resentat>tves and Representatives of the it inia De a with the Develo er ng P. Y PPEXISTING determine of and where guard rail and of awed ditches will be needed. The developer will be (VDOT) to de g / P P ned b this joint inspection." Refer to ble for providing guardrail and awed ditches as determined response p g g p Y 1 P .. Virginia Department of Transportation VDOT Guard Rail and Paved Ditch Specifications. . t must be available at the construction site. Also a An approved set of plans and all applicable permits PP P representative of the developer must be available at all times. p pany Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. All pavement sections on the approved plans are minimum sections to be utilized when the actual California Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed for actual determination of required pavement thickness prior to placement. All final pavement and base course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and Secondary Roads in Virginia", and shall be based on a sufficient number of CBR tests to determine the true support values of the soils in the subgrade. Final pavement design shall be submitted during construction and prior to placement. 1. All wor on is project sliall conorm fo rRe latest e > ions oe Virglinla 73epartmenf o Transportation VDOT Road and Bride Specifications and Standards the Virginia Erosion and P (VDOT) g P g Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between an of these standards specifications or plans,the most stringent shall be govern. V2. All construction shall comply with the latest U.S. Department inept o Labor, Occupational Safety P Y 1 p t f a p of y andUJ Health Administration and VOSH Rules and Regulations. V3. When working on VDOT right-of-way,all traffic control, whether permanent or shall gP:, be in accordance with the current edition of VDOT s work area rotection manual. Furthermore all traffic control fla err must be certified in accordance with the latest edition of the VDOT Road and . gg n Bridge Specifications, Section 104.04-C. V4. The developer shall be responsible for relocating, at his expense, an and all utilities, including P P g P Y g traffic signal poles, unction boxes controllers etc. owned b VDOT or private utility company. It is g P ] Y P Y P Y the sole of the develo er to locate and identify utility facilities or items which may be m conflict with the proposed construction activity. VDOT approval of these laps does not relieve the developer of this responsibility. P P Y • V5. Design features relator to field construction, regulations, and control or safety of traffic may g g g Y Y be subject to thane as deemed necessary b VDOT. An additional expense incurred as a result of g Y Y Y P field revision will 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 on VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction 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. V8. The 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. V9• 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 and Sediment Control Handbook, Section 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. The EXISTING INTERMEDIATE CONTOUR EXISTING INDEX CONTOUR PROPOSED CONTOUR EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER CG-6 _ _ TRANSITION FROM CG 6 TO CG 6R TELEPHONE LINE PROPOSED TELEPHONE LINE r EXISTING STORM SEWER -. PROPOSED STORM SEWER EXISTING SANITARY SEWER PROPOSED SANITARY SEWER s EXISTING ELECTRIC SERVICE PROPOSED ELECTRIC SERVICE P EXISTING GAS LINE PROPOSED GAS LINE G PROPERTY LINE FLOW LINE _. - . _ -- - - --- --- - 330 40 EX E P / PROP E/P EX C&G PROP C&G CG-6R T T EX. 15 RCP, PROP. 15 RCP -► S J P - -. - . - SCALE 17 2000 W Z W nt co cat nt � ,�+ � :~ �, W W may c 1�i� LO °p .-� d' co � N co cat t� I 410 04 E- ., .., ,-, - � •: ., r ,� .;... ::ram'- '' . ;' .?< . � _ m, ' ,.. ,, , ;-,. �.•-,�. ; � ,,:; ,. _ .. , , •.,, �,•,y . �.'� , ,: - .. .. ; : r �+ �..��r , • • rSv- y �; .: �"�. . � `,,`' � 1 [��;.., - ._ �:, �,.t.0ldbp�quLzr._.. ^: i,-" . ti� ;:;::' ". r� �• I �`, , , ,. `..,, , ,: :- q .. 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'`�'' � , .• `-'"` '` ,. � ° s;�.r s°i - ;'.. <: r" ,,-. ,�, ;. - ' r, : a � `' �;• ` �;: , ' ,: ,r _ : 1 a ~.,�.•,; _ _..61 ,- .:-: , •,,, t,_ , )'� � � * •� j 4. �•!. • ,' 1 s ~-� • .� _.,� ��- - : ~.� ' ' - ,--- ,� ' � . ,,� o �; � .� `• < � r�t.� ,t ` Shen�n c - �' 1- is ..�, . �, ,. :; :. S �.- ;: ,:, �• � � - .•,1,_ �, � .. C? i r > i so �l� // >!� .ti.:.: �e ; = ". _ , r. a S. -.., a . , : ;. ,,,•:... ,�; ; ( ,�� pp � ,f-�` , - „ , �.If.? ?,:. , - J..( 1=- �:„ ,j ,a ,i ., sj r�,_ ��....: Z ;,, � � ,- _ ,�::�, _ , ram. `�X - •. i{.,. _ , ,• , ,�`„ � .�.), , ,, � � � ;� ,, -f •. � � rrECT INF®RMATI®N PR®e/ SITE LOCATION FREDERICK COUNTY _� EX STREET ADDRESS , , 20 APPLE VALLEY AVE. WINCHESTER, VA 22601 NEW STREET ADDRESS ��� PARCEL IDENTIFICATION NO. 63-A-58 LOT AREA 24.87 AC. DISTURBED AREA 25.68 AC. N o W 0 0 a� W 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. Developer shall have, within the limits of the project, an employee certified by the Department of Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures for proper installation and deficiencies immediately after each rainfall, FENTELINE X X X X # * X * * # EXISTING POWER POLE {� CURRENT ZONING M-1 - CURRENT USE VACANT 11. 12. 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. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than at lest daily during prolonged rainfall, and weekly when no rainfall event occurs. V1O. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. EXISTING TELEPHONE POLE EXISTING WATERLINE W/ TEE w b r T r PROPOSED USE DISTRIBUTION CENTER SIGNS: NONE PROPOSED. ANY FUTURE SIGNAGE MUST CONFORM WITH THE STANDARDS OF SECTION 165-30 OF THE FREDERICK COUNTY ZONING ORDINANCE. Z 13. one litter receptacle shall be provided at the construction site. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all times. V11. 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. V12. 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. PROPOSED WATERLINE W/ TEE �M EXISTING FIRE HYDRANT EXISTING WATER VALVE w "`TT�' D& -e W OUTDOOR LIGHTING: AS SHOWN " „ BUILDING HEIGHT: MAXIMUM ALLOWED=60 -0 PROPOSED=40 -0 BUILDING SETBACKS: REQUIRED: FRONT: 75 PROPOSED: FRONT: 204.65 SIDE: 75 SIDE: 229.39, REAR: 25' REAR: 155.00' (!1 W (y 14. 15. 16. 17. 18. 19. 20. 21. * 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. 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. 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. The developer will be responsible for any damage to the existing streets and utilities which occtc s.= as a result of his construction project within or contiguous to the existing right-of-way. 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. The developer will be responsible for the relocation of an utilities which is required as a result: :.,'L his P P Y q project. The relocation should be done prior to construction. 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. 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. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be resent to insure the sample obtained is representative of the location. When soil samples P P P P are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project which will be accepted by VDOT and that testing shall be conducted .according to all applicable VDOT standards. V14. 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 an dedicated street P P Y 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 app. approval. V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and P further where determined necessary by VDOT Inspector. 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 acceptance by VDOT of any streets, any required street signage and/or pavement markings must be installed by the developer or at VDOT's discretion, by VDOT on an account receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on VDOT's approved list. A copy of this list may be obtained from the District Material Section. Contact the local VDOT Residency Office with any questions regarding sign material and placement. PROPOSED WATER METER EXISTING REDUCER W PROPOSED REDUCER STOP SIGN HANDICAP RAMP (CG-12) DENOTES LOCATION OF STD VDOT CG-12 AND/OR JURISDIC OVAL STANDARD RAMP CONSTRICTION PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES TEST PIT LOCATION HANDICAP PARKING VEHICLES PER DAY COUNT PROPOSED BUILDING ENTRANCE EXISTING STREET LIGHT PROPOSED STREET NAME SIGN m � w w 12 100 _ll__�� T F.A.R. CALCULATIONS LOT REA = 1,083,337.2 S.F. - 24.87 ACRES PR P. DISTRIBUTION CENTER = 252,000 S.F. TOTAL = 252,000 S.F. 252,000 S.F. - 5.79 AC / 24.87 AC = 0.23 =F.A.R. OPEN SPACE CALCULATIONS r - 25% OPEN SPA...E_ REQUIRED = 1,083,337 SF X 0.25 = 270,834 SF Ort_I a SPACE PROVIDED = 661,343 SF OR 61 % LANDSCAPE CALCULATIONS TOTAL PROPOSED IMPERVIOUS AREA = 119,271 SF REQUIRED PERIMETER PLANTINGS = 100,000/2000 _50 + 19,271/5000=4 TOTA.1__ 'PERIMETER PLANTINGS REQUIRED = 54 TREES REQUIRED 1 r'1,CR PARKING LOT = 5% OR 1 PER 10 SPACES t�� "'PACES/10 - 9 TREES REQUIRED REOLJIF E0 SCREENING PER PROFFERS=136 TREES +:J":',L fEQUIRED PLANTINGS = 199 TREES O1/`�!_ PROVIDED PLANTINGS = 213 TREES PARKING CALCULATIONS REQUIRED. PARKING: OFFICE = 1 SPACE PER 250 S.F. W E-+ Q T F G j r� ,.., MARK D. S H � N0,022837 W to 22. 23. 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. 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. V18. The developer must provide to the local VDOT office a list of all material sources prior to construction. Copies of all invoices for materials 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 pricesmay be obscured. V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. Density will be determined using the density control strip as specified in VDOT's Road and Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In additions to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road and Bridge Specifications -Section 315. Density will be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. Approval of these plans shall expire three (3) years from the date of the approval letter. V22. Final location of CG-12 Curb Ramps shall be determined by VDOT inspector. PROPOSED SANITARY LATERAL CLEANOUT SANITARY MANHOLE IDENTIFIER 12 STORM DRAIN STRUCTURE IDENTIFIER O EASEMENT LINE CENTERLINE - - EXISTING SPOT ELEVATION 12.0 + PROPOSED SPOT ELEVATION 7153 EXISTING TREE LINE _ EXISTING TREE ,�� 15" OAK 15" PINE �, PROPOSED TREE 15" OAK 15" PINE WAREHOUSE = 1 PER EMPLOYEE = 35 OFFICE AREA = 11,533.6 S.F./250 S.F. ,.• 39 SPACES REQUIRED WAREHOUSE = 35 SPACES REQUIRED lap� din TOTAL SPACES REQUIRED = 81 `��� TOTAL SPACES PROVIDED = 86 S , P. c�lg � (j j HANDICAP SPACES REQUIRED = 71 TO 100 SPACES 4 SPACES REQUIRED HANDICAP SPACES PROVIDED = 5 W � �_ � E- CO Q E--+ W 0 �-' U2 A', E14 44 O CCw w Q (� 10 W. TRIP GENERATION DATA CLASS USE PER S.F. TOTAL S.F. TRIP RATE USE VPD 130 INDUSTRIAL PARK 1,000 S.F. I I I 252,000 S.F. 6 PER 1,000 S.F. OF GROSS FLOOR AREA 1512 UTILITY CONT A CTS W w Gas: Shenandoah Gas Co. Water/Sewer: er. Frederick County Sanitation Authority P.O. Box 1877 P.O. Box 2400 Winchester, VA. 22604 Winchester, VA 22604 (54-0) 868-1061 (540) 869-1111 Power: Allegheny Power Phone: Verizor>. P.O. Box 1458 P.O. Box 17398 Hagerstown, MD 21741 Baltimore, MD 21297 1-800-654-3317 (301) 954-6282 MISS UTILITY 1-500-257-7777 FCSA CONSTRUCTION NOTES D�4TE REVISION 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY. 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. 5. THE CONTRACTOR SHALL INSTALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. A.) A WATER SERVICE (AND FORCE MAIN SEWER SERVICE) REQUIRES THE INSTALLATION OF A SADDLE WITH CORPORATION STOP AND MAKING THE TAP. B.5 GLONG, FULL CIRCLE, STAINLESSRAVITY SEWER SERVICE REPAIRS EPA R�CLAMPS F A WYE, 18" LONG STUB PIECES, AND 6/18/03 #1 REV TOP ELEV OF MOD. JB-1 IN PLAN AND PROFILE i 7 SEAL T E CO VEl b J� SHEET 6/19/03 #2 REV GEOMETRIC INFO PER ARCHITECT 6/19/03 #3 REV INV INFO MH A AND D T OF MARK D. SMITH , b N0.022837 a �� / _e�W O 1..� �v� � SS Cs ZONAL � Project Narrie: FORD DISTRIBUTION CENTER 6 19 03 #4 REV PER CLIENT COMMENTS AT MEETING 6 23 03 #5 REV W/L "F" & "G° PER ARCHITECT Owner: WINCHESTER 5720 LBJ FREEWAY SUI'II'E 190 SHADY ELM, LLC DALLAS, TEXAS 75240 PHONE: (972) 419-1907' FIRE MARSHALS NOTE Fire lane markings and signage: Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall's Office. FIRE FLOW DATA: HYD# FIRE FLOW DATA: HYD# STATIC PRESSURE = STATIC PRESSURE = Develo Developer: CATELLUS COMMERCIAL 5720 LBJ FREEWAY SUITE 190 DEVELOPMENT CORP. DALLAS, TEXAS 75240 PHONE: (972) 419-1907' Engineer Certifying Plan: RESIDUAL PRESSURE = RESIDUAL PRESSURE = AVAILABLE FLOW = AVAILABLE FLOW = C.) THE FCSA INSPECTOR ASSIGNED TO THE PROJECT SHALL BE PRESENT FOR THE INSTALLATION OF EACH CONNECTION. 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: 151 WINDY HILL LANE GREENWAY ENGINEERING WINCHESTER, VA 22602 ( 4185 662 540) -� a ` SHEET INDEX SOURCE: SOURCE: DATE: DATE: A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED. PROFESSIONAL SEAL & SIGNATURE THESE PLANS ARE IN CONFORMANCE WITH COVER SHEET SHEET 1 OF 12 EROSION &SEDIMENT CONTROL SHEET 2 OF 12 EROSION & SEDIMENT CONTROL DETAILS SHEET 3 OF 12 APPROVAL DATE: MAY, 20Q3 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A REMOTE READOUT IS REQUIRED. 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. A REMOTE READOUT IS REQUIRED. DEMOLITION PLAN PAVEMENT PLAN SITE PLAN GRADING PLAN UTILITY PLAN LANDSCAPE PLAN SITE DETAILS & COMPUTATIONS WATERLINE PROFILES STORM AND SANITARY PROFILES SHEET 4 OF 12 SHEET 5 OF 12 SHEET 6 OF 12 SHEET 7 OF 12 SHEET 8 OF 12 SHEET 9 OF 12 SHEET 10 OF 12 SHEET 11 OF 12 SHEET 12 OF 12 COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. FREDERICK COUNTY ZONING ADMINISTRATOR DATE SCALE: N/A HANDICAPPED PARKING NOTE DESIGNED BY: CR FILE NO. 3678 Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. * SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNIING DEPT APPROVAL * SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FCSA APPROVAL SHEET 1 OF 12 Al f l2 \ �\ 'I \\ (- `�- ----� DITCH "All EX &° FM- °`� LIMITS OF CLEARING'``• \ Ex (2° FM---- M- APPROX. LOG. 41ZI'ROX. LOC. EX. 61-1WPUMP STA) / I / ' \ \ AND GRADING \ \ I 1 � _j 1 I I i i Top = 506.o� / I / ( \ / I N 4B°l5'37" E 1353.76' \ � \` � \� \l. � / n,.'� l t" _ r* \ ...... �; tt E' 0► ,_ ! .-...._.. p aF i.^, ''CC,, ee ',.«' 4 ......i.- ;; \ ,^ aZ ,..,'� t`t \ �,._.. �, ^. {: qq ,._>.,� sm ,, °:Y * ! M ,/I /r C, .v P.' -.� .'R �' L;'. __ ! P° \4, ..y ._-.,._ _.._,. 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SILT TRAP TABULATION ST-3 -- --_ C� REAa2.82 AC. / - / AREA=2A5 AC. AREA=2.48 AC. \ REQUIRED STORAGey- 318 CY , REQUIRED STORAGE = 32$ CY -- '"- • PROVIDED a 15' X 60' X 3' = 5l5' 00 CY PROVIDED = X 60' X 3' a 5PROVIDED = 15' X 60' X 3'm 00 CY • REQUIRED STORAGE = 333 Gl . X �t A / LENGTH OF OUTLET LENGTH OF OUTLET STONE a 11' LENGTH OUTLEFST1 t�a ll- TONE a 11' / / / 40 �4`I - 0-)/ / / OF - - ---- f3 l l P VG z Air 1BOLLA D UJ RAIN i TI-F- X\ U., �\ 3Er, ce '., r A. 4'.8 I I \'►�' tZ i I \ I J I � � I ""a �'� �+� \ \ I \ \ { •/ 252,rU;r:Js?�J.F. \\ ,._. _.- i�'h \ � -- -- (� 1 BUILDING TO BE [,_LY 5F'i INKLEFRED _• ✓j Qv 1�L USE c SUP=S-I ! - -- - ZONED: M-I �I) I ! 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LOG. \ f ` f all Fvc- I 'c", 03 ROOF DFRAIN (TiP.) • I (FINAL fROOF DP..AIN OUT FALL 51ZING TO PE I\ I� THE fRE6PON5I5ILITY OF THE AI=;GNITE(_-T) -� — 7 P EX. ENTRANCE IF jI Xj I - EX. 20 , \ 1 ice, I x INLET I ►ll IIEI -1.15 ,4 C 0'1 s 2 I C 1, Q 5. 5 CFS � ,� I � � ► >r X. 2 0W� O LET $12 X I I I I II u�>'I cu =� ;:Y`^? C -5 � 8 CFS'` FF =-192.OU --- -- .p ~' OFFIC-E \ .- GONG. RAMP I GULUi ED G,CUNG. :_��• lt.4 II \ -- II 11 \ ITCH B \ � 1 I. RE 4/A 2 - ,f.— 'ti Fvc .-..- .• •ems t •'d.: •f. li� x..:.,tt. •: �; ._.'^'_. :,•.' a _.-.J e _ /^j 13 } 1 0, J Y � l ,C/ f �2 r -• 4 . S! ' J.• •4a fit• - 1� A 1= A P ) x 1 r. ,, l•A ter• � /-' 'p'. H iri.e • ,t, •°I / _ <- S - 'GE5 /_ rt 'A • i 4- _ 's - _ .J 1 . t".'. 1• 't r4. im X_ D 8W6422 O L A -- a> J,�yJJJ��xx X 85 85 .y t`x:--lu I ,\ it `.�,.•-.. `+-'���� ` � lt.i � ,,,-`�"'`"' •�-- e4F PROX-!LOC.-. lt.t c3 • TO BE/AL3ANDONED �`� % / 12" �,' G.. \^ `� N SEE,/,SHEET 4 cal f�s' �I I/ 1 l � I J I I I _ I ? 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' RESPONSIBLE LAND DISTURBER / �\\ O x — �— — — —x — x — — x I AND GRADING \ �•, t'1 � ✓T' IGNI / NAME: x —� // \ i i \\ - \ /" \ - SN ��' --- SPEED X / CERTIFICATION -- / DATE: I, CE I r \ LMT SI w \--'Y-..�' ....,_....»........., L: ./ — 'FT''w+wne� , _ _ r _"'"✓`�"'.sn'¢.7.2`:Z ; ;r- '¢m¢s. ¢scRaw,r-- . ^.reZ1YT.e...—xax"BiSt..n . N -- _ THE RESPONSIBLE LAND DISTURBER - - - - - - - - - - - - `- - - - - -_ -� — �� p -�- — — -� \4+ r EX. ENTRANCE T- - - —X w�� \ IS THE PARTY RESPONSIBLE FOR =-- ------ __ ------ .-___ __ _- ---'�' - ---_- �- �: _ -- --- - "''�' — — iry IP `-� 7 IP IP w W CARRYING OUT THE LAND DISTURBING - ROJTE 651 - SHADY IIa.M ROAD - -- ACTIVITY AS SET FORTH IN THE PLANS. EX. -- E,f' EX. EP - _— 45_MPH—_+ � —._ •-�'` --- - --- -- - --- EX. Eft - --- -- — — Z W W Z CD Z W o m Lr) -t N c�0 � � I rn Zx LOc\j LiJ Q W a0 cc Q w V) Ell Q) O W U) rI 0 U) ma W O E- A w TH r MARK D., SMITH 9 No.022837 o��,�S' �! 2%t,�%���" `SIGNAL W w w Z W I,/) V F -1 --7 Z O� E=4 I2' I D E-i �O W O E--iU w cf) zx z O � �:-- i:T' � O � Q W O u r--' ___ - - - _ _ _ - _ - - _ - _ � � >x E'rC."1El_E MN EX�� � �tt EX. LP % tt EX. LP EX. LP \ _ S ---•- '—^'c(-. —i� __—� Rl'C. ` �'_ 1 Z i _"--_T-•%.-=-Y`=—� _— �'y �. - _._-.__._y V. - ._-•-T `- -'1 T --� - I �--.._- / —`. !� Jam_"..•_ �._ 2003 DATE: MAY, up -T- T- --T— -T- T----T--__-� -. p Ex. Ut LEGEND SCALE: 1 =50 • • • • •him. 50 25 0 50 100 DESIGNED BY: CR SILT TRAP DIVIDES DIVERSION DIKE SILT FENCE THIS SHEET F-CR DRAINAGE F IVIDE5 AND EfRC51CN SCALE: 1" = 50' FILE NO. 3678 DESIGN DIVIDES C®NTfRCL f=URP0,5ES ONL�I' SHEET 2 OF 12 CONSTRUCTION OF A SILT FENCE SILT FENCE CULVERT INLET 0 PIPE OUTLET CONDITIONS (WITHOUT WIRE SUPPORT) STONE CONSTRUCTION ENTRANCE EROSION AND SEDIMENT CONTROL NARRATIVE: ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO A A 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH PROTECTION BE MACHINE -COMPACTED, SEEDED AND MULCHED (NAY MULCH OR STRALIJ) UPSLOPE ALONG THE LINE OF FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER WITHIN FIVE (5J STAKES. ENDWALL 70• MIN. A 3 EXI� DAYS AFTER GRADING. 5., PROJECT DESCRIPTION W 6'MAX 3d° TH15 PROPERTY 15 LOCATED AT THE INTERSECTION OF APPLE VALLEY RD. (RT.uj THE 51TE AREA 15 MANAGEMENT STRATEGIES FILTER CLOTH L_ l /r r LECLOMOTABLE BERM 652) AND SHADY ELM RD (RT. 651) IN THE CITY OF WINCHESTER. Z d° 6•MI"' A UN(Onnow) CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL PIPE OUTLET TO FLAT %i�=_ / ► �/fi� TOE OF FILL CULVERT 24.51 ACRES WITH APPROXIMATELY 24.61 ACRES BEING DISTURBED FOR BEGIN AND END AS QUICKLY AS POSSIBLE. CONSTRUCTION. THIS AREA WITH NO DEFINED %J pl1 SIDE ELEVATION .-�" � ,--- �` PROJECT CONSISTS OF CONSTRUCTION OF I DISTRIBUTION C� PLAN VIEW CHANNEL _ 311� IX"NC GROUND CENTER AND ASSOCIATED APPURTANANCES. THE RESPONSIBLE LAND DISTURBER SHALL BE RESPONSIBLE FOR THE z FLOII r r- 70• MIN. INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL EXISTING SITE CONDITIONS MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT W L III III _ e 10' M'"' ARE CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM. o 0 e 4. wASHRACTr (0P"`°L� THE SITE I5 CURRENTLY VACANT. THE SITE CONSISTS OF OPEN FIELDS WITH ROLLING \� �00 o z 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS / `t TO STAKES AND EXTEND THE EXCAVATED SOIL. TERRAIN. STORM WATER MANAGEMENT PROVIDED OFF-51TE BY AN EXISTING POND. d IT INTO THE TRENCH. 0 17 MIN. 10 MI" P EXISTING SHALL BE CLEANED UP AND REMOVED. ,� CQ CO CO C\2 TOE OF FILL EXISTING SOILS HAVE SLIGHT TO MODERATE ER05ION HAZARD PER THE .� SECTION A -A F••� CLOTH KEY IN 6•-9•; RECOMMERDED FOR PERDI[BTER �' IiELECTRIC POWER, TELEPHONE, STORM, SANITARY, WATER a GAS SUPPLY a an `n FREDERICK COUNTY 501E SURVEY BOOK. TRENCHES ARE TO BE COMPACTED, SEEDED AND MULCHED WITHIN FIVE (5) o 1 •'� � SILT FENCE , YDpr /! POSITIVE ORAINAGR l0' M(N. r-i '✓ A T _ /_ SISTOWARD SE6' MINIMUM MBANK ENT IF FLOW COURSE ArcREG4n B i �ro TRAPPING DAYS AFTER BACKFILLING. NO MORE THAN 5fdfd FEEL ARE TO BE OPEN AT Z L �-FULL ADJACENT PROPERTY ANY ONE TIME. s; t� A 3d (MIN.) / 1- Ilil / III!L FLOW SAND EGRESS Dss THE 51TE I5 BOUNDED BY APPLE VALLEY RD. (RT. 652) ON THE EAST AND SHADY b }' r. o ° t_ PLAN VIEW ALL GUT AND FILL SLOPES ARE t0 BE SEEDED AND MULCHED WITHIN FIVE (5) �t 1 FLOW * ELM RD. (RT. 65D TO THE SOUTH. THE REMAINDER OF THE PROPERTY IS DAYS OF COMPLETION OF GRADING. � p„'n d° I --� OPTIONAL STONE COMBINATION rs MN. SURROUNDED BY M-1 ZONED PROPERTY. 0 DRAINAGE SWALE$ SHALL BE STABILIZED WITH CHECK DAMS UNTIL PIPE OUTLET TO WELL J• MIN. 0 •,� � E+ (s., DEFINED CHANNEL SHEET FLOW INSTALLATION EROSION AND SEDIMENT CONTROL MEASURES VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH TIME THE CHECK DAMS (PERSPECTIVE VIEW) 1 0• J 4N' PLAN VIEW 1 I ,.s I SHALL BE REMOVED. I-f- r-- UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND FILTER CLOTH SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED L a FLOW SECTION A -A DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT A A 6-7• ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TIO o 0 z �\ FLOW EROSION AND SEDIMENT CONTROL HANDBOOK CONTRACTOR PHA5ING OR OTHER UNFORESEEN CONDITIONS. IT 15 THE 11�N r zs' CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO d '' '� THOSE SHOWN, AS NEEDED, IN ORDER TO CONTROL ER05ION AND CONTAIN SECTION A -A \• . '• f; GRADING WILL COMMENCE ONLY AFTER ALL EROSION AND SEDIMENT CONTROL SEDIMENT ON SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE o W ul Fm.Tini CLOTH IOIY IN 6"-8": REC010[ENUBD FOR Et+•rrne PERIMETER III (I ,/ DEVICES ARE IN PLACE. STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION VDOT /3, y357, 5 i / CLASS 1 RIPRAP BASKET, OR CONCRETE. POINTS A SHOULD BE HIGHER THAN POINT B. Y , #56 OR 57 COARSE AGGREGATE STRUCTURAL MEASURES CONTROL HANDBOOK I 2. Le IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED TO REPLACE SILT FENCE N " HORSESHOE " WHEN RVNFORCLa CONCRETE DRAIN SPACE USING PLATE$ 3.18-3 AND 3.10-4. DRAINAGEWAY INSTALLATION HIGH VELOCITY OF FLOW S EXPECTED 3. d = 1.6 TIMES THE MAXIMUM STONE DIA1iETER, BUT NOT (FRONT ELEVATION) SECTION B - B MAINTENANCE LESS THAN 6 INCHES. URCB: Adapted from IrMaHation of Straw and Fabric fiber Barriers for Sediment ConlrolYA. DSWC PIATE. 3.05-2 SOURCE: ADAPTED from VDDT Standard Sheets and Va. DSWC PLATE. 3.08-1 SOURCE AOAPTEO from 1983 Maryland Standards for Sod erosion and Sediment Control, and �a. DSWC Plate 302-1 A CONSTRUCTION ENTRANCE (3.02) SHALL BE PROVIDED TO THE PROJECT AREA ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE 51TE Source: Va. DSWC Plate 3.18-1 erwood and lfyant FROM SHADY ELM RD. (RT. 650. SUPERINTENDENT OR H15 REPRESENTATIVE AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD. SILT FENCE (3.05) SHALL BE INSTALLED AS SHOWN ON THE PLANS TO FILTER RUNOFF ANY DAMAGED STRUCTURAL MEA5URE5 ARE TO BE REPAIRED BY THE EN'D FROM DISTURBED AREAS BEFORE IT LEAVES THE SITE. OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND OF GRA55 15 MAINTAINED. ALL AREAS SHALL BE � FERTILIZED AND RESEEDED AS NEEDED UNTIL GRA55 15 ESTABLISHED. U) 3.20-1 CONSTRUCTION OF A SILT FENCE CHECK DAMS (320) SHALL BE INSTALLED IN EXISTING ROAD DITCHES TO REDUCE ROCK CHECK DAM (WITH WIRE SUPPORT) TEMPORARY DIVERSION DIKE VELOCITIES OF CONCENTRATED FLOWS. 511-T FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY w AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. 1. SET POSTS AND EXCAVATE A 4"X4' 2. STAPLE WIRE FENCING TO THE POSTS. TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) SHALL BE PLACED ANY REPAIRS SHALL BE MADE IMMEDIATELY. 2 ACRES OR LESS OF DRAINAGE AREA: TRENCH UPSLOPE ALONG THE LINE OF POSTS. ON ALL CRITICAL 5LOPE5 (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. SHOULD THE FABRIC ON A SILT FENCE OR FILTER FABRIC DECOMPOSE OR Compacted Soil BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE, AND THE BARRIER 15 STILL NECESSARY, THE FABRIC SHALL BE REPLACED _ 18" mid n. ALL CONTROLS INSTALLED IN PHASE I TO REMAIN FOR THE DURATION OF THE IMMEDIATELY. 3" I 1 1 `--Flow PROJECT. ,FILTER CLOTS _ L /f - - - - SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THEY REACH ONE-HALF THE w (OPTIONAL) ----�' ---" -Ilill I Willi I Willi I Willi I Willi 19-111111 Willi I - CULVERT INLET PROTECTION DEVICES (3.08) SHALL BE PLACED ON INLETS TO HEIGHT OF THE SILT FENCE OR MAKE THE SILT FENCE INEFFECTIVE. � (DOWNSTREAM VIEW) / - �' � � 1 STORM SEWER CULVERTS TO PREVENT SEDIMENT FROM ENTERING, ACCUMULATING IN 4.5' min. AND BEING TRANSFERRED BY THE CULVERT. TRAPPED SEDIMENT 15 TO BE REMOVED AS REQUIRED TO MAINTAIN 50io <C VDOT ,11 / _ � / - TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE. Q COARSE AGGREGATE / -/ TEMPORARY SLOPE DRAINS (3.15) SHALL BE INSTALLED TO CONDUCT GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-IUP. FLOW Z,� 3„ FLOW - III 4• -III I" CONCENTRATED RUNOFF SAFELY FROM THE TOP TO THE BOTTOM OF ALL FILL IF THE GRAVEL OUTLET 15 CLOGGED BY SEDIMENT, IT 514ALL BE REMOVED( SLOPES UNTIL FINAL GRADES ARE REACHED AND THE SLOPE 15 STABILIZED. AND CLEANED OR REPLACED IMMEDIATELY. I,TH I 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE SOURCE: VA. DSWC PLATE 3.09-1 TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) SHALL BE PLACED THE CONTRACTOR 15 MUD FREE, CO FOR KEEPING EXISTING PUBLIC ROADS IN � FENCE AND EXTEND R INTO THE TRENCH. EXCAVATED SOIL. A CLEAN, DUST AND MUD FREE, CONDITION AT ALL TIMES. ON ALL CRITICAL 5LOPE5 (3:1 OR GREATER) AND AS NEEDED TO STABILIZE OUTFACE NARRATIVE PHASES OF LAND DISTURBANCE ACTIVITIES o MARK D. 2-10 ACRES OF DRAINAGE AREA: DISTURBED AREAS. 1 j THERE ARE TWO MAJOR COURSES OF STORM WATER DISCHARGE CARRIED THRU THE SITE. BOTH COURSES UTILITY CONSTRUCTION 1. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY. � j _ �V ,/ ULTIMATELY DISCHARGE INTO AN EXISTING APPROVED SWM POND WITHIN AN APPROVED SWM EASEMENT. 2. PLACEMENT OF SEDIMENT CONTROL DEVICES. 6" = _ THE TWO COURSES ARE DEFINED AS FOLLOWS. THE FIRST COURSE BEGINS AT A HIGH POINT OIJ THE PROVIDE SILT FENCE AND/OR OCHER CONREDL DEVICES, A5 MAY BE REQUIR` `.`,, to 3. OBTAIN INSPECTOR'S APPROVAL PRIOR 70 BEGINNING GRADING ss Cs 3 „ CONTROL SOIL EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS OPERATIONS. ZONAL ' � ,,,' , � WESTERN SIDE OF THE SITE. STORM WATER THEN TRAVELS OVERLAND INTO DITCH A , AN ADEQUATELY 4. CLEAR AND GRUB REMAINDER of SITE. FILTER CLOTH r//_ �' c� SIZED GRASS CHANNEL, AND THE STORM WATER THEN TRAVELS IN A NORTHEASTERLY DIRECTION WHERE SHALL BE CLEANED, GRADED AND STABILIZED WITH GRASSING IMMEDIATELY AFTER (OPTIONAL) / FLOW = THE CHANNEL PICKS UP ADDITIONAL SURFACE WATER AND ROOF DRAINS AT VARIOUS POINTS ALONG ITS THE UTILITY INSTALLATION. 5. ROUGH GRADE SITE. 6. INSTALL DRAINAGE DEVICES WITH SEDIMENT CONTROL. (DOWNSTREAM VIEW) COURSE. THE CHANNEL THEN DISCHARGES INTO THE APPROVED SWM EASEMENT AND THE EXISTING HYDRANTS OR O1. FINAL GRADING. III '" =III I ADEQUATELY SIZED SWM POND. PROVIDE A TEMPORARY STONE SPLASH PAD AT ALL FIRE HANTS OTHER 8. RESTORATION AND STABILIZATION OF DISTURBED AREAS. POINTS OF DISCHARGE DURING TESTING OF THE WATER DISTRIBUTION SYSTEM. 5. REMOVE EROSION AND SEDIMENT CONTROL MEASURES WITH THE APPROVAL VDOT I r EXTENSION OF FABRIC AND WIRE INTO THE TRENCH, COARSE AGGREGATE � OF THE INSPECTOR FILTER FABRIC THE SECOND COURSE ALSO BEGINS AT THE HIGH POINT ON THE WESTERN SIDE OF THE SITE. STORM WATER VEGETATIVE MEASURES FLOW ?r 3" THEN TRAVELS OVERLAND INTO DITCH "B" WHICH ALSO COLLECTS SOME OFFSITE STORM WATER. THE STORM PERMANENT OR TEMPORARY 501L STABILIZATION SHALL BE APPLIED TO DENUDED STORM WATER POLLUTION PREVENTION NOTES cc WATER THEN TRAVELS THRU DITCH "B" AND "C", BOTH ADEQUATELY SIZED AND THEN IS CONVEYED THRU A AREAS WITHIN SEVEN (1) DAYS AFTER FINAL GRADE 15 REACHED ON ANY PORTION 1. THIS 51TE PLAN SET IS TO BE INCORPORATED AS PART OF THE STORM IIII _ I WL I CLOSED CONDUIT SYSTEM OF ADEQUATE CAPACITY BEFORE DISCHARGING INTO DITCH "D" AND ADEQUATELY OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (1) WATER POLLUTION PREVENTION PLANS AND PERMIT. W SIZED CHANNEL. THE STORM WATER IS THEN CONVEYED THROUGH DITCH "D" INTO AN EXISTING CLOSED DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN 2. LITTER, CONSTRUCTION DEBRIS AND CONSTRUCTION CHEMICALS EXPOSED CLASS r RIPRAP SOURCE: Adapted from Installation of Straw and Fabric Esher Barriers for_Sediment Control, PLATE. 3.05-1 CONDUIT SYSTEM OF ADEQUATE CAPACITY AND IS THEN DISCHARGED INTO THE APPROVED SWM EASEMENT DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT 501L STABILIZATION TO STORM WATER SHALL BE PREVENTED FROM BECOMING A POLLUTANT 1,4 Shewood t Iyent AND THE EXISTING ADEQUATELY SIZED SWM POND, WITH NO ADVERSE DOWNSTREAM IMPACT. THEREFORE, IN SHALL BE APPLIED TO ALL AREAS THAT ARE TO BE LEFT DORMANT FOR MORE SOURCE FOR 5TORM WATER DISCHARGES. '-' OUR OPINION, PROVIDING ADEQUATE OUTFALL. THAN SIX (6) MONTHS. _<� W 3. EROSION CONTROL MEASURES SHALL BE INSPECTED BY THE RESPONSIBLE E- TOPSOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE LAND DISTURBER TO ENSURE THEY ARE OPERATING CORRECTLY. DISCHAFRGE Q AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER AND DOWNSTREAM LOCATIONS SHALL ALSO BE INSPECTED TO DETERMINE: WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING EROSION/5EDI LENT CONTROL LEGEND SILT FENCE DROP INLET GRADING. SIGNIFICANT IMPACTS TO RECEIVING WATERS. IF EXISTING CONTROL o � > MEASURES NEED MODIFICATION OR ADDITIONAL MEASURES ARE NEEDED, x Z Q ^ PROTECTION BLOCK & GRAVEL CURB INLET IMPLEMENTATION SHALL BE COMPLETED BEFORE THE NEXT ANTICIPATED > NO. KEY SYMBOL DESCRIPTION 2 X 4' WOOD FRAME DROP INLET O SEDIMENT FILTER STORM EVENT. 0 � `r 3.02 CE TEMPORARY GRAVEL CONSTRUCTION WITH GRATE 4. THE RESPONSIBLE LAND DISTURBER SHALL BE RESPONSIBLE FOR ENTRANCE CURB INLET PREPARING INSPECTION REPORTS PER PART 11, D., 4., C. (INSPECTIONS) AS 3.05 O X--�E-- �E SILT FENCE 1.5' MAX. ` - FRAME -�- REQUIRED BY THE PERMIT. W 0 `` ( S� �- DTHIS PLAN. 5. THERE ARE NO KNOWN, NONSTORM WATER DISCHARGES ASSOCIATED WITH Co 3.01 IP STORM RAIN INLET PROTECTION • ___- `^ _ \ 3' MIN. �� GRASSING a SEEDING SCHEDULE GRASSING a SEEDING SCHEDULE (SUMMER) Q .� 3.08 CULVERT INLET PROTECTION FESCUE IV 40 LBSJACRE BERMUDA 10 4 L55JACRE W W GIP W �1 GATHER RYE 10 20 LBSJAGRE MILLET m 40 LBSJACRE W W EXCESS CORNERS 3�9 TEMPORARY DIVERSION DIKE --� _ FERTILIZER 0 1000 LB5JAGRE'- 10-10-I0 OR EQUAL FERTILIZER B 1000 LBSJAGRE± 10-10-10 OR EQUAL. OD � ,----, AT �� -, STRAW MULCH ID 121/2� OHS//ACRE LIMESTONE �+ 121/2ONS//A' RE IS, ' WIRE SCREEN - _--.. CONCRETE BLOCK � 3.10 FD FD TEMPORARY FILL DIVERSION PERSPECTIVE VIEWS �-- GRAVEL FILTER `� LIMESTONE o --_ _ EROSION/SEDIMENT CONTROL LEGEND 3.11 RWD RIUD TEMPORARY RIGHT OF WAY DIVERSION STAKE Q I I RUNOFF OVERFLOW FILTERED WATER NO. KEY SYMBOL DESCRIPTION �q WATER WITH 3.12 DIVERSION FABRIC SEDIMENT - TEMPORARY GRAVEL CONSTRUCTION w i 3.02 CE ENTRANCE 3.05 SF X SILT FENCE 3.13 ST TEMPORARY SEDIMENT CRAP I i � .. _ ' o I 0 1111j 1 MIN. _ n J11-3.07 IP STORM DRAIN INLET PROTECTION RE'.5PON51BLE L,4ND D 15TURBE:R U. 0 3,113 OP OUTLET PROTECTION n - SEDIMENT - DD ca a _ II 3.09 � TEMPORARY DIVERSION DIKE NAME WIRE SCREEN 320 CD -- � ---' -- ROCK GHEGK DAMS srFD ELEVATION OF STAKE AND z• x a^ wooD uD CURB INLET 3.10 & TEMPORARY FILL DIVERSION CERTIFICATION #: 333 SO SO SODDING FABRIC ORIENTATION DETAIL A 3.12 Q ..►....�e- DIVERSION SPECIAL APPLICATION DATE: 3.13 ST - TEMPORARY SEDIMENT TRAP 338 TP p--(� p TREE PROTECTION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT 3.18 OP 0 OUTLET PROTECTION THE RESPONSIBLE LAND DISTURBER LCG LIMITS OF CLEARING a GRADING SPECIFIC APPLICATION CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY 3.20 CD CHECK DAMS IS THPARE: THE PARTY IR5PONSIBLE FOR DATE: MAY, 2003 TO PREVENT EXCESSIVE POND]NG IN FRONT OF THE STRUCTURE. THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE 3.33 _(5-SODDING CARRYING OUT THE LAND DISTURBING �• DRAINAGE DIVIDES INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER • GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE 3.38 TP 0-00 TREE PROTECTION ACTIVITY AS SET FORTH IN THE fi LANs. SCALE: NTS THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT CG LIMITS OF CLEARING & GRADING CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS SOURCE: VA. DSWC PLATE 3.07-8 WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN IN STREET OR HIGHWAY MEDIANS. DRAINAGE DIVIDES DESIGNED BY: CR 14 DAYS AFTER START SOURCE: N.C. Erosion and Sediment Control Planning and Design Manual, 1988 PLATE 3.07-1 CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN FILE NO. 3678 14 DAYS AFTER START SHEET 3 OF 12 O O O C,4 0 0 2 Lu cO C? "T 0 cl) z 0 Z z (9 z 0 LL z 1= ui ui z 0 z uu C12 r7z 7, 7;71 M,77771 7:77, 77.77747,7771 i 7 7 " 7, Tm, EX. 11.2r�,° 5END HATCHLINE TFIV rl 1%,11HEET 0 N 0 ­4 T45 5�EET F0fR IDEt"ICLITICN FU FRFOSE& CNLIl >_ CQ It < Q,) oll co 50 25 0 50 SCALE: 1" = 50' 100 xvi N 45 7 E 12,11' 5 49 *19'32 E Ile' Z.� Z x y cv ko 4 c\j 4,6'15'3 7" E 1-353.76' �N Q) EX, 225- 'FEND _- _N __ -Fq ,`_ - _ 1 5EX4x ANF 1,/13rFfzA EX CVk FX 604-- FX $A— ED r-1,4—r'?,Q fA 1 A14 , 61HF�X4 T-1t4u ;, N 7,X ,5 E71777 R. XA*77,---7 777V ` X. ENTRANCE Q 4 04 Q) To 5E REMOVED 25 f5j�PL 0 - CD ­4 r, Q) FIR01 11.25' BEND L = '21140 1/ PFROF Eri; Y ^C� ,.0 I r A = 01 \\ C LEN=137.73' r f3l;;il(a 5 49'3e 2e E Q) 0 r��. Q) Z -ND __P EX, &I, EX, 45' I5J=ND P-M' ' ` II � w co JOVL T -0 5 Ez F, r-- a v L= r�);'z.9U1 BE PLU611-IFE'D, PILLED PROP. 45' BEI,-jr)_ E(� ____ _ _ lJJ/ GROUT, CAPPED 4 A54NDONED IN PLACE EX, 45' BEND5 TO F3E REMOVED EX. MI -I ------ TO REMOVED Li EX, 15" 5AN. 5EW J I To REm/_�iU, 0 E.X.15 5 A N. T 0 V) BE REMOVED OP. 5" 54N. 61711u. L =216.95' EX. 6" 54N. F.M. TO A = 06 '125 7 EE FLU5PED, PILLED UP r,-;;F.0.UT, CAPPED 4 AF3Alq_nOI',IED IN PLACE C LEN=216.97' BRCS 44 *-15129 E GON5TRUCTION DET4"dL N T5 ----EX. El�,MIRANCE FfROF05ED E)15TfP�,15UTION CENTS fR H FF =7-32.00 _J 252,000 5F. 5UILDINC3 TO BE FULLY 5FfRINKLEIRED MARK D., SMITH USE GfROUP=S-1 ZONED: M-1 No,022837 TAX PARCEL 63-A-58 x 6o 1 7,7 1 v tf3 ' LOT I 24,51 ACRES 111 10 A-L (D5.'34'3 PG. In) CENTRAL C,,)r-A-COLA 50T7LING COMPANY, INC. P0RTION OF D5.1305 FIG. 568 t.it to (NO BUILDINGS SITUATED ON PREMISES) STREET ADDRESS: NONE POSTED SEE CONSTRUCTION DETAIL 2 (L ELECTRICAL ROOM THIS SHEET ABOVE PUMP ROOM Ef I w 4M I I OFFICE .6 z W E- EX. SAN. F.M. in 11,534 Sr-. USE GROUP=5 in u F__q E E- IGE > OFF GONG- RAMP REF. 14/A1.2 '40 St ow I GOLCfRED CoNal U) �D O Y) 4" t E IM RELOGA ED SAN, F.M. k4I (2) ACCESSIBLE SIGNS PORTION OF EX, ro" SAN F.M.REMOVE ABANDON VALVE 4 WIL PER FC5A SEE CONSTRUCTION DETAIL THIS &PE;=T I REQUIREMENTS 75'BRL X. VALVE Lu REMOVE EX. STORM -' - ' ® — __:� SEWER AN,2(_ APFU"ANCE5 MONUMENT I EX. SAN. MP TO BE REMOVED6AN SIGN O SEE CONSTRUCTION DETAIL ��� q-h - 1 THIS SHEET X-1 SEW .5051. LL EX. 1511 SAN. x To BE REMOVED x 6 49'1_5 �3 7 W 136 939' . . . . . . . REMOVE EX. CURB SEE CONSTRUCTION DETAIL THIS SHEET I A -I ;lil i'v'-so WF� GUTTER AND 71 A6PHAULT .7 FORCE MAIN TO 56 03 E L DATE: MAY, 2003 EX, BE FLUSHED, FILLED W1 + EX. E N IT A N1 E GROUT, CAPPED 4 IN PLACE ROUTE 651 - SHADY ELM ROADABANDONED SCALE: 1 5 0' EX. EF EX. EF ------ EX. EF, x DESIGNED BY. CR x P 44 4=44PZ4217 FILE NO. 3678 1 T F I ISF-�'_77, SHEET 4 OF12 G.L CJ C Q 0 M 00 O 0') O O N N O F- a 00 M to w U) z C� z w w w z 0 z w a> ;r a� U c 0 L 0 LL 1 M a� .a 0 #NOTE: APPLIES TO ALL TYPICAL SECTIONS PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6. SOIL TEST OF THE SUBGRADE MUST BE SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. Dt- 2" 6M-12.5 (ASPHALT) OR 5M-9.5A (ASPHALT) 2" 5M-25 (ASPHALT) 8" 21-A (STONE BASE) GN BASED ON CBR VALUE ,.. SECTION SUBJECT TO "\---COMPACTED CHANGE BASED ON FINAL TEST SUBGRADE OF ACTUAL SUBGRADE MATERIALS. COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-I METHOD) DETAIL PAVEMENT AREA IIAII (NOT TO SCALE) " 21-A " 21-8 (STONE BASE) N BASED ON CBR VALUE SECTION SUBJECT TO liVi II-r..� I c� l,.r- AAlNGE BASED ON FINAL TEST SUBGRADE OF ACTUAL SUBGRADE MATERIALS. COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-I METHOD) DETAIL GRAVEL AREA 11511 (NOT TO SCALE) THIS SHEET POD f=AV MENT fURF0& 5 ONL �' I i I i � w' U 2.5" SM-12.5 (ASPHALT) OR 5M-9.5A (ASPHALT) m w ` ..••A. ,f J.l..-.»;.-,,.,., ;; ,at.;::�. :.J,,•:-; ., l i 'Y •y 4.5" 5M-25 (ASPHALT) Q p ` -. 14" 21-A (STONE BASE) !!I � ILI III—III—i � 1-1 � 1= 11 Li 1 II 111 III 11— DESIGN BASED ON CBR VALUE w fy- '**�COMPAGTED OF (o. SECTION SUBJECT TOn- CHANGE BASED ON FINAL TEST SUBGRADE OF ACTUAL SUBGRADE MATERIALS. : COMPACTED TO 95% DENSITY f ty �w AT OPTIMUM MOISTURE CONTENT rr . ,, �• . VDOT VTM-I METHOD)` DETAIL PAVEMENT AREA IICII y (NOT TO SCALE) Dt- vmt p " 3000 PSI CONIC ITH 10X10 WLLIM 21-5 (STONEBASE) B E N AS G BASED ON BR VALUE L E SEGT I ONAlUB J CT T "'-COMPACTED GR,ANGE BASED FINAL TEST T SUBGRADE OF ACTUAL SUBGRADE MATERIALS. COMPACTED 0 T o DE S N ITY O 95 AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) DO E OD) DETAIL CONCRETE AREAS (NOT TO SCALE) N 40'1537" E 1353.76' 25' BRL 50 25 0 PROP EG FROFOSE D D I &TR 1 5UT I ON CENTER FF = 792.00 252,000 S.F. BUILDING TO BE FULLY SPRINKLERED USE GROUP = S-1 ZONED: M-1 TAX PARCEL 63-A-50 LOT 1 24,&1 ACRES (D5.'349 PG. 1115) CENTRAL COCA -COLA BOTTLING COMPANY, INC. PORTION OF DB. W5 PG. 568 (NO BUILDINGS SITUATED ON PREMISES) STREET ADDRE55: NONE P05TED 50 100 SCALE: 1" = 50' GRAVEL AREA "Bt' SEE DET. TH15 SHEET PAVEMENT AREA "A" SEE DET. THIS SHEET ELECTRICAL r ROOM PUMP ROOM OFFICE 11,534 S.F. USE GROUP = 8 j,F.OP CC -SEE DETIAIL CG-6 CURB 6UT SHEET 10 I CC -SEE DET IL ` CG-6 CURB CUT SHEET 10 �I I �I �I I� GC -SEE DETAI�• CG-6 CURB CUT SHEET 10 CC -SEE DETAIL CG-6 cuRB CUT SHEET 10 lr I �sf w � 9 _ Y i CC -SEE DETAI GG-6 CURB CT SHEET 10 ° 3; t OFFICE �� "# GONG. RAMP 4� COLORED GONG. �i• __--- — ----- — — REF. 14/A1.2 7.' •!R� 1• ' it• y�� r i•' 'i 1 ra •' ' A'°° , 1 hr • � 7' F F- 1' 1• I'• r. .J` 1, Wit: •' r 3 ,� Ss l•1• r• i Y: e TJ 4 -i •i�� p •J• 1 ^r 1• n S _ 2 3m (1) 35 rA` ' P- G-L9 I 0 ���,<����.ti .,f,. S, •.0.`, .f'°,. f',t�: - - .,. ,ta" �.4 1Y Jti9 FLAGPOLES 7 i 2• ''�' •1 'r F i'x '�a� ^ erg • •.� `:•,. tfkllM:' S ��:.`it-116`�SW �T'.':, ! ,� .. ,t V , i' - ` IA T° -Y•• ~ � ~ 1 1 • h , a x ,�•`�. . � _ " a ••�-�� GG SEE DETAIL L(2) AGG SSI M� =r, SIGNS r- ,..• '•f:•- GG 6 CURBCU7 SHEET I .1 •. :;:•: EE 0 !r: + ' fry ' / /' !•.,' .' , h, ... '.�.f'•`•['�' ': t,'` �! , !'�.�, t'.c f ,c .r' 'Yli� � .;^. ••�. J �:. ,. v: /' .'�:' r;l,:'ei.' •c.J �'.,+.. !.�/ T•�!• •t' !!' �,�•. 'fit• '•r:`� '!i' f �' +i, /.�'F. '^ �,; �, ?�. T«- t•'•e - '•f.! .. '�• ' ' , ,w .�.y `.• ''/�• `/'! •�`: ;c• Vic' ,.} .. .r.• .^T �• ',j• /'«'/�,. r:` 'k k.. .. 'li �� f.. ,, '•'« / •'F '[yr ' .. f C' kT � . '%•v .�f� •i, `� .,�>" :�" .'h F� f .. is !? tee' .•f •'R t /.+t 'f!. �� :ems. ,c' '�•/'s• �j •e:• r.. c • F r' ! /. "� .� �•. ..k �'i i. 3 w .. �•l•.. '!.c' � 1 t•' ` CC,,Y rr�•�-y�: 1(/•'`'VI .' �••� y ./, ,i•. .�. ��•' ... .F. '.c- �. il; / •.,'�'� S.•` v. ;:- •,ti• ` '!:: !r' ,l,QY ,ry�.•A�E� .`J •SC' Ed•,. .'c� / -•� N lwr:! "t '•'r %. ,i '' i�lf f'! ,' • � r.! ' •. �t ! ' I• r ' ' +,' .•r• .'•i +�' y�G y� a:•!. .'l.! . 9 k r . �{' �/ 'f �*' 'y. r � J'! •.'. • j './. l i•. # 1�f.,, � ',t �•, r'� al. •� / 1 / 'f 1•t�tlJ•�I `, ['' r+ i, :H, :f e' 4 •9 1! 75fBRL _ ';• i r '7 •R ' ,f . �" ! 7• .f ••t` S' `f ':,. - ,-!' �t.', mil' i .1 •• 'T �, , 'i. • ,� . ,! �. f' !.:�;. "• ' !-/" ' c. �� A . •- A!• 61� • • 'Gst ,.�'- p ?: �, :, a ' . ; : �: ''% , r ; ' �J � C�C�-ACC tJt I HIL '. • � � ,�.' GG-6 CURB CUT SHEET 10 , - PAVEMENT AREA "C" SEE DET. :: ' �,,.:; ! 4. �.', �'� .'15' ` „'• '' : ' *°; ;'.�.' �� �s' • .•';' o.�---PROP. THIS SHEET �'! „! ," :� �! ', .: ;t/'; MONUMENT r.:':�!' SIGN C-SEE DETAIL MOD. J5-1 C-SEE DETAIL CURB CUT SHEET 10 CG-6 CURB CUT SHEET 10 f ! 5 4075 37" lU 1369.33' ' ~ ! (' f - • EX. ENTRANCE ROId'rE 651 - SHADY ELM ROAD VARIE$— - --- - ------ - -- __ - — - N 48'15 37" E 12,11, 5 45'19 32" E 123' EX. ENTRANCE' i L=137.73' R=5797hO' A=017140" C LEN=137.73' I B)EG=5 48 3828" L =216.98' R= 2000 0' A= C?'12'S7" C LEN=216.87' SRO=S 44512 ENTRANCE t 0 Z ZE w W z CD Z WCQ o c0 ,n CID C\2 It Q i a �tm rn Z x o I LO� W ) WI o LlJ p p t() CU - � H w w 0 I~ ;:1 w co 14 0 w MARK D., SMITH No, 0%22837 ONAL CC w z W 0 z r- O % d D H M W ^I CC cr O LL DATE: MAY, 2003 SCALE: 1" = 50' DESIGNED BY: CR FILE NO. 3678 SHEET 5 OF 12 W T I5 5H ET FOB Df1-IEN510NING; FUFf=0&E5 ONL�iiii TAX PARCEL 63-A-586 ZONED M-1 CENTRAL COCA -COLA BOTTLING CO. INC. USE: LIGHT INDUSTRIAL 1438 AC. 03 CO 00 7-711,11 1.39% (TYP co 50 25 0 50 100 SCALE: 1" = 50' x LQ EX 5AN (TYP) 5EE DETAIL I TH15 5HEET —22' .38' I 5EE NC DET. TP15 SHEET c I DETAIL I "NTS EE CONCRETE WSTBOEp u0 FW/ x HEAVY GAUGE CHAINmm= + %f ��-1 6' dia. schedule 40 s3' teel f W Wx pipe filled with concrete ___--- — _--- --._� --- --- _—_-- ---- _ x x :1 x W x and painted yellow ?;.'' t ROM E751 - SWADY ELM ROAD 150.55' BOLLARD WITH CHAIN ( PAVEMENT TRANSITION I IUSE: LIGHT INDUSTRIALSEE SHEET -NOTE Figure s 14.82 AC TAX PARCEL 63-A-51 ZONED M-I GE LIGHTING LLC DE51GN TE5 FIRE LANE z W Oo N r Z W W z 0 Z WCQ o o LO co 'COO 'C0\1 Irn Z .--� y x _ o I toCq W W �„„. `)` ^` W I 0o 0 11^^ uJ acQ) -� q) o r a� W� 0 I 6 MARKv D. SMI H '," No, 022837 L-01VAL cc W F z W (0) E z w a U) Fm �0 a� m w Cr Cl) 0 In cc 0 LJL DATE: MAY, 2003 SCALE: 1" = 50' DESIGNED BY- CR FILE NO. 3678 SHEET 6 OF 12 / I i /f l Ir (P 1 N �! 1 \ I I I ! lit lit I, LIP=UTILITY POLL ( Gw=Guy WIPE ( \ FH=FIIRE HYDR NT ( Lq °a=WATER VALVE-- J WM=WATEP' MCTEF. _.. DITCH "Atf I J LP=L Gc: IT POLE ' ' \ - �' i \ I ( I { j I ®' N 48'15'37" E } CAM=C-;AS MAPKEP , ` �, f((�I I I 1 , 12.11' 5 4979'32" E 1.28' \ N 48°1537" E 1353.76'\•\ \ l l I ( '/ I EX 15 y r ' �S _ X.N i rtaNCE 192 25' BRL 188 8 84 _ \\ �'- _ --- ---- - -- -_ -1g _ _ — ._.-- --- __ --� _ _ - 131.73 150 194- _ _ _ - -- L 5797.E —fie-- 0.5io SLOPE ` - 0.54. SLOPE 186 186 �fo�� �88 \\� '\ C LEN=IB7.73' , f, t PROF' ECG \ , G � \ � Bh�x=S ti48 3828 E BOLLARD W/ - \ \ I ! FR0P EG J CHAIN (TYP.) 00 I / ,r'' cn � r l \ @gyp C �61 ' I (\ I _,ie�a I 0� / 1 8 GG � 61 91� g0p i ► jl C LEN=116.87' z all BRro=,5 44°51''2 E r r REPLACE a W1 D I -1 TOP elm s CG a 8 EL.186.50 --EX. ENTRANCE F�'0F0&ETD ID15TfRBUTION GENT <.._ FF=792.0m 252,000 S.F. - r 1 BUILDING TO BE FULLYSPRINKLERED i __ _ f 1 f I y 1 I H USE GROUP--5-1 g�p (J I I gig /'� ` ZONED: M-1 , 50� 9 9 / TAX PARCEL 63-A-58 / W 1 "r \ LOT I " 24.8 ACRES / f \ (DB. 949 PG. 711W 1 \ CENTRAL PORTION OF DB. W!5 PG, 568 ANY, INC. Fp CC COCA -COLA 50TTLING / u1 u1 \ (NO BUILDINGS SITUATED ON PREMISES) f 3 I STREET ADDRESS: NONE POSTED f I I (I I I QQ\ ( r I :1 M X. ROOM ELECTRICAL eIk! x 1� PUMP ROOM gl� x m 1 , 2 Sip \ 1ST EP SP 4' MIN. \ 2 I f, gEp 0� {1j ✓ 110534 c 1 1 ,n �- — USE GROUP = Bvkll \ ( (gyp a OR •L 1 _+. _...... ___ __ _._ I •rrb'�• / /Qjr+ \ Q@r '.'r i}Q v 5 'r j�'1- .1 •�L_• � I 88� '. a`• .1 i. rl'� (!0 _, ! '1 . -r.C• - +f •� .^�:. S ^ T 4 • �3Kr/1(./9 ��•T� .rl'.' / ,'1 + ''�_� •�''f�.l. 1• 4".r_ M1� N, � f'••. , - .4. �Y. ! % I -�s M v✓ rt+ V a• /,/� O FLAG O S r O ''�.rr�•"•• ,,pia '; • f-, ♦. "Iry _ �.'1.,., d/i �1:++ •.1" 1 . i. � K./ J \ s""" � '.•ice k •- ,.}. 7 � .y' . �, _ • 1 '.,.%+.9 �, i'+ - iA + .•v= ^-.-..... .+'� Mf.� ..,,: _°. •a �r Y� ��-'- .'°�-;. .2: tip' :1 ,f `., rr. i •:n '1. ..?,' 1 c �%'. �. ct .+•lam f- l4'.'•�+ V 3 . n. 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LP Jr ----=�._.-� - ?�-----�----�->-----�F---- x -�: -� � x—)�-----�`�-�-- -�F-- �-x--�C x - x-�r-=��=- •-��=-==- �+t�- ` �#I •�• _..- ..- �: , X. Utz r-'__-`r4.__...�_�•---,`�==---=�---���-__-= �_-..�_�--.�"�_`.-�-_.T---�"y-=_-�-'-`�` = �'` =-_--= "1---'`--=-=1=-' -r -�- �_'•:-_-- T T T T .-�`.---_ -•?; _-------=----- - - - E'=u EX mij IN THIS AREA TO BE RELOCATED VERTICALLY AND HORIZONTALLY AS Fx U Z W u Z w01 O coco UO CQ co to I rn x inC\2 W wI Wo a'n Lo i; m co U3 (,D o .� •M N O w co w NOr 022837 v�j�\4) SIGNAL e �C) Q cc w z W ZH E-i 0 14E-4 C) W O �� � U W �W c O u ' DATE: MAY, 2003 AS REQUIRED TO INSTALL PROPOSED STORM SEWER DO NOT INTERUPT SERVICE TO DAWSON INDUSTRIAL PARK DURING HOURS OF OPERATION 50 25 0 50 100 �a SCALE: 1" =50' Q� SCALE: 1" = 50'� X w DESIGNED BY: C'R FILE NO. 3676 SHEET 7 OF -12 ! "'� .,� •`' --.,.. &ti Ask / ' 1 {r"^iuk'a N ,T. r„f d hrr'.: f^} . }y,� H' �.Ld .+.� ...••' .--... ..._ �.x`.'u4 ..�:'rssc. It � �- ` � I i = i11.t �.. ``` � -" -- .�` P`kOF' 251'-8" SAN S w R�V.5mge 1 ; 1 I � -� � -- __.. ...._. _._..-..._. '�•• 50 25 0 50 100 1 I I 1 SCALE: 1" = 50' ! ! 1 NOTE: ' •, _. � I I f 1 �� t 1 •R,,,y ----- --. , % I I I III � \ Ex. 15 sTOR%I - N 48'1 ! 5 37" E EX r'p" FM- SEWER ESMT. EX 6"M / \ ! �11 I \� i APP1 oX. LoaA,PP APPROX. LOG. PROP 81'-8" SAN SEW+� ObO96 ' X. 15' STORM � I I j I i , ! It 1. ALL SANITARY SEWER PIPE SHALL BE PVC-SDR-35 OR PVC-SDR-35-HEAVY PIPE, 1 \ \ _ ` % SEWER ESMT. ti. I j X. S 4971932" E 120' 2. ALL 10" PRIVATE FIRE LINE PIPE SHALL BE PVC-C900-SDR14, ALL JOINTS, FITTINGS AND 1 _ �\ _ - _- ., N 40*1537° E 1353.76' ' \ EX 1 �_ _ J _ Ex 2m STORM AND APPURTANANCES SHALL HAVE A MINIMUM 200 RS,I. PRESSURE RATING. a m g 4r SEWER ESMT. X' ~SA,I�1 cX r,:�P�•--•-- �v.,�, �a,�,3�4- x 6/�i�l--_•.• ��°�.' S,fi�-°----- � g�,A1'�-'-�,,,a��: ,�s��t�1-.�._.'- Sa�'1�1.�_... EX �t�,..r...-... a� 5,��1�I_._..-.,.. E�� ,�"�1°_.----�� S,A3�!___...� 5.�1�1-�---- ;� �.a����.X �a�'�i�d-..�..... E� •��.,��� �;�; �d;�:�,,1•---- X ��,� -•- .._. .. 36" RG�'i�.:;... 3. ALL LOCATIONS ❑F EX, UTILITIES ARE APPROXIMATE (HORIZONTALLY AND VERTICALLY) _ % - _� \ C !, EX. >=NTRAINCE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL LOCATI❑NS __-- - -,` ~ -=---- - - --" --%-- - - -- -� -- - ----- - ---�'+-- �92 25 BRL OF EX, UTILITIES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING I'g�g6 "°"-�- - --=---�- -- - - - -- - -, - ------�gm-- - - - - - - - -- --- --�\- --- - -- --- -- - -- = .73' UTILITIES AND RESPONSIBLE FOR ANY AND ALL COSTS ASSOCIATED WITH DAMAGED UTILITIES- 794 -192 �� a '1$4 '� L 1 7 790 \ PROP. 20' SAN. o��' ?\� %' R=57976m' 4. FIRE LANE MARKINGS & SIGNAGE SHALL BE FIELD DETERMINED BY THE FIRE MARSHALL'S i 188 / \ \ \ SEW. ESMT. `--=fd1214m OFFICE, THE CONTRACTOR IS RESPONSIBLE FOR FULL COORDINATION & INSTALLATION, / l86 -faro C )8 \ X. C LEN=137.7:3' / 788 NSTALL 10"X10" TEE / P1 oP E� \ 1 � '�� �- I `� �'� BR6=6 48°338'28 5. THE ACREAGE OF THE DISTURBED AREA IS GREATER THAN THE ACREAGE OF THE PARCEL / G LVE 42- PLUGS r ( P4G)P 114'-8" SAN SEW m 0.5m% G ` / EX. 1✓ DUE TO THE FACT THAT THE SANITARY SEWER LINE IS BEING MODIFIED OFF -SITE. / ,� EX. 2�' W/L ESl"(T. \ 1 l90 / TO BE VACATED 1 "� I PROP. 6" U1yL "H" �� I: BOLLAiEp / j ,RCP ~ ROP.\ro" W/ Il Jll \ r PROP Er CHAIN .Ti'P. yip EX. I �4) (P =1=x� 2m''uliL.ESMT., RIV�TE 1=IRE ,LINE) • .. f \ i3+ 9(d" BEND - - .-- 19+40 1-1.+00' ;16 +00 15'+Cd'0 +. 14+00. a CIO 12" PVC J ,�4 PROP. 8" PYG / `•-- - � ( / / r cA r.,PROP F `� ( m 1 I Ex. 15' STORM PVC a" PVC / 8" PVC 8" PVG C j a" PVC t r- oll. I I I I \ ' SEWER ESMT. J - EX. 20STORM SEWER ESMTr. / ` / yi/''J- r •ter '•'' \ \ S%� I I '� 1 w t "•! T II �, c2/6.98' 1 III f z> Ex , �` I \� \ (I" A=06'12'�7„ --�: • ,yam I � � 1 A _ - ' 8 PVG 1 \ \ e \� + `I C LEN=246.87' _ _ �. BRG-S 4�4'Sl EX. 2D' W/L l9 . ESMT. .. 1' \�C Q\ 1 11 \ EX. -.., ,, �' ti,- B \ , 'I I , 6 i I REPLACE I z ,��-_ 'r,. Ex. 2m' W/L J W/ DI -I TO • '\ \ D P ESMT. _ EL. 7a6.50 / ' �' \ RCPu. ENTRANCE I I 11 14.E r 11 11 j \ \ �' .. - 1 f /\\ i2' :'V • ' TIE INTO EX. im-'� 1 1 _ \ =,� W/L STUB OUP 1 i r/ FfROFOSE D D I STi� 15UT I ON CENTEi� -� ,� � ,y , . � � ,, �, f PORTION To 5 VACATED- W/ 1 45 BEND 1 1 i 1 i Ex. 20' SAN. &EU E6MT. x. 1 i r 1 1 I \ 252,000 S.F. �_ \ 8 I TEST 1 1 1 �'�' 1 ! I BUILDING TO BE FULLY SPRINKLERED \ - J �, ES OLE REQ'C USE GROUP= S- I ' I i EX. 20"' W/l ZONED: M-I TAX PARCEL 63-A-58 �- I 1 \ LOT i ,, (/ m`� ' ( Ix i 1 1 1 < 1 j 1 24.51 ACRES / (DB. 949 PG. IM) 5" PVC i I I i 1 �Vf \ CENTR4LCOCA-COLA 50TTLING PORTION OF DB. SD5 PG. 568ANY, INC. / 'f { . to ua PROP. 4 SAN. LAT. L \ (NO BUILDINGS SITUATED ON PREMISES) J CONNECTION c i STREET ADDRE55: NONE POSTED / I 1 I 1 I I I '�•,\ ��, 1� \ o \\ J�OTE INSTALL 10" GATE VALVE �� pQ Ex. 2m° W, N❑ T E: \ j ROOM ELECTRICAL ,- 1 � FCSA ENGINEER TO APPROVE �� 2 F' /T 4'�• I �. r "HA' /MATERIAL $LAYOUT of DOMESTIC PUMP ROOM m h w a I (( / w- 1 PER THE CLIENTS REQUEST, THE SANITARY MANHOLES% WATER METER 4 FIRELINE METER r, - PROP. 10 W/L C [QJ Oq 1 I I I I r 1 1 \ J WERE SET AT AN ELEVATION THAT WILL REQUIRE ANY FUTURE SANITARY WITH BACKFLOW PREVENTION _ - I SEWER ASSOCIATED WITH FUT�RE� BUILDING EXPANSION TO BE C❑NSTRUCTgD ASSEMBLY. S MESE CONNECT.LO ��� III i f UNDER THE FUTURE FLOOR SLAB AND THEN TIED INTO MANH❑LE, �+ '- "- ` �_ u �� x I ( , EX EX. "H° AND "K" AS SHOWN HEREON. - I w 4I i !1 10 I1 __ f all PVC PROP. 4" SAN. LAT. .. - / } / X. -- - 3 I I I 1 1 E1 / CONNECTION / OFFICE °�,ua \ (L ROOF DRAIN (TYPJ / 11,534 S.F. P 1 i I I j 1 r (FINAL ROOF DRAIN OUTFALL SIZING TO BE USE GROUP E THE RESPONSIBILITY OF THE ARCHITECT) _ -- - _- _-•-.. 9 _ ' I I I EX. STORE" 1 STORM WATER I 1 \ '' 4 \\ 5 EWER E r� . I 1 1 I MANAGEMENT EASEMENT r 1 EX, \ OF CE _I PROP. V �W/L "N" PROP. 8" W/L "M" s' � I I � I i I r l l IIf T 11 `all PVC -INSTALL 10"XiO" TEE � PROP. 4001- " S SEWER ID 0.50'ro GATE VALVE 4 2-PLU er �� ---5 ®0-- { 90° E x. 20' W/L PROP. 10 W/L B (PRIVATE FIRE LINE) OP. 20 SAN. "`\ ->' ESMT. i I I I I BOL/LA W/ \ I '.v� I SEW. ESMTi - -'� ry ;� N w (� tu CH'AI (TYPJ ROP. 6' W/L IIFII j f - _ I''.�t lu .I } Ex. 10will - I '` a /< xw I _ �Q I -' APPROXe'LOC. _ OLl 4 0 (p 4 i I i I ( I ,� EX. 20' IIJ/L ESMT. _ 4 �- �- TO BE ABANDONED _ _ I _ _ -- _-_ r I Cal > N ' O . FH TO BE VACATED t `i x I I NOTE" I ( . Av PR P 12 P�/C EDSEE,,SHEET 4 >wx�. I ._ 7 Plop=11 _.4� Ex. 20 W/L ESMT f / I ( 1 e , FOR OE EX. 15' 5TM. SEW. 1 �I.' �' MOVE 4 RELOCATE , � E < Q� 0 I / 1 MT. 70 BE VAC . ' fED I I x - ,) IN �t I H 15 A f RE A ` -�, i~ 1 78� -�=- - - ,��i 50 _ __ -- ---� � - - - � -- -- AS SHOWNS MBL� � \ \ -_ '' 1 I ! m i w � X� � w 0 X LUID r I 1 SEE CONSTRUCTION �„ 1 s -_- _ � � �_�. rw __..._..._ ._ .-----'� 1 1 I� , � EX. PAP,. b" W/L "Ca° � ro �� � w� I m x 6 _SM - _ w \ - - P " W/L "E I PROP. E. 20 12A `f R . 20' I i �� t / a `� 0 i I DETAIL �--� r i 1 \ \ -. --t8�- -- - -,.. --.._ .� _ h a�L , _ _ a�,> - - - - - ._ _--._ _ .� - /L°sMT. - N SEW. 1-- -' . �� - - 4 - �1=T-FIZ3LEC�'D: °;< I- -- -- - __ -'---- -- -- - --- -- - - -- -- - -- -- - -1 _ -- x PORTIONOF EX. 20 W/L/ ~� - Ex. 2m Wi -SMT. Wv _ _ ' - _ l `� / I I Iwx. �" SAN. 1=M.- '1 ESMT. O B VACATED-_�'''XCA, J` �M E E tl! .. �� X�tU ��t t1J - -_ - ;;-._.x�uv� _� E. tti -_. E3 X -E UJ 1�e/tt) --- Ep E` 12" P A cAr�11 - J I - - -- - - _ RELOCATED ro" SAN. F.M. J FL -. -- _ .. 7�4 ,,� __ �22�R � �1 ___ 12" W/L ��Pr��� >'x. ? 78 __ �80 13'. ( u�L = 17�.3 i 12 PLA \� - E)r ttJ - r �+r a f,. EX. UP - i€2 EX. UP -RCP -- . EX. _ _ 'REPLACE w 1._ - - - - -_ ---- - _- _ -- --- - -- - -- --- - 7.8J0�_ - - _ __ - _ - - - - -- - c -- -- - Q - -��?J E 1 "SAN. F.M. 1 � r-. _ 1 � EE -... _�- � _._.-_ 4 � �� ���� �' o ' PORTION OF EX. 6 /� -� 109 \,30 19 TRIPLE RCP GL IV 0 io I 1 SEE CONSTRUCTION DETAIL SHEET 4 1 J , / w S 4075'37" W 136938' -- _ .� • / 782 EL. 781.50 _ o 'k EX. PROP. a r �..,, ` . EX. 15 STORM �r O TEST HOLE REQ'D. PROP. 20' f Ex. 20' STD 49 \ SEWER ESMT. .y _` U 5T,G �� W/L ESMT. ` SEWERESF1�. ,MODIFIED JB- t k Q �40 i EX. 5MH - - O }. TOf=-(7C�.14 / _._ 1 I \ \ / � cI E! o0 c cv j \ INv=1ro9.24-5"IN`" Il�l/OC11=-f81.15(3P� 19")SPEEt� x _ a„J IS�� R t�. tic - '15' RG \, W - ll'' PJI°56 ""- fNV. IN=781.95(30X19", •. LMT SiG� apc� � \ INv='168.64-5"IN .� -" PROP. FH �� ,�. � �..,..�:�..m.� ' �,�. ��„,,,-._ �.,,..., Wes•'% _ -- PROP. ro" W/L °D„ --- --_ _ - E7" C C - _- -- --- - -+� -- --- ---- -- -- --_ -- -- ---- - - - _- - 39c •zTMx v_ s, t . X. . t �' / -EX. ENTRANCE X LuX .-_ - - - - - _._. - __ _ _.. _ . ` I, 1 � --- --- - -- -- - -- ' - - -- -- - - _ _ �X' $ RELOCATE- 7d,;, x x -� Y x x !U LUX \ , *, EREMo ASSEMBLY_ ROUTE 651 SHADY ELM ROAD - - - - 1 __ FII�-1`O BE REMOVED i ---- _.-------------------- Ex. 5 \ \ ( --- -- - - x= ' - _ ----_-__ AS SHOWN x, _P o SEE DETAIL SHEET 4 \ I 1 I � t I � �---- - - ._.-- ' - --- ---- ----�7__MPW__ _ -- .-..a.... -__ ---_ __.- _-- _��'_ - --- __ --- - _.. - - --- --- EX. EF - -- --- --- -- --- --'- -- ._ �-,,EX. LP - EX LP �' .«r`" -- EX. LP E ` �E �."Ti:.LE MI-4 - �.dn -ti r: EX. L�' x. LP . h•-`' `X UP ._= �=-'_�.=-` � '_ =-�-- __.7S_� '_`'-`�`"'�=__---.�� .-..�- __ _ --�� -- ----� \ SEE DETAIL SHEEP 4 \ t t 1 I I \ - i - T T - - - -( - ( --- �- F k:. UP EX W/L IN THIS AREA TO BE RELOCATED VERTICALLY AND HORIZONTALLY AS Ex. - PROP 251'48 'SAN SEW w OB69. 1 11a AS REQUIRED TO INSTALL PROPOSED STORM SEWER DO NOT INTERUPT SERVICE TO DAWSON INDUSTRIAL Mz PARK DURING HOURS OF OPERATION 2-4 F3?^5 MATCH LINE THIS SHEET 0 Z a W W Z Z Wcq o m ,n CO cq _t < cc0q, CNO in o �t CQ W b•� �p W° v ) EF Lam+ V)172 a i o o w� w O M-I 5 x N Q TH f ARK D., SMITH No, 022837 SloNAL cc W F z W E-1 H E-4 uj > Z ~ Q>-4 A'' W O E-{ O Im Er c 0 LIM DATE: MAY, 2003 SCALE: 1" =50' DESIGNED BY: CR FILE NO. 3678 SHEET 6 OF •12 EX. 20' 5AN. .5EIIJER am'r. EX. 51_114(pump 51,14) g; TOP=009,0, e, ,kN--- r_x 77771 --FX 043,1— EX EX CAN-- E"X EX Ex 6AN­ LEX 15,61,4­- EX GAN Ex 77 0 7 -192 x Ilao E X. 20' WIL Q� EX, 6" f=SOX 1_Or , �\ ( to- LO 1 4) x I aj x k9 kn x jil Lu 43 0- A E X. 2 - - 0)' 5AN- \ \ FM---\ it , 5EW 1R E5MT FREOX� Le--)C. \ I I-\ C, E X w z�.. W,'­I L:L i'­', V /.-', L_ Y L. U,M=WATER METER LP=LIGHT POLE CAM =G�45 MAR<ER EX 61, F-1-1 EX W FM- APPROX. LOC. PROF &,4N 5E111,2 N403'1537"E 1353.76' A ,,.Affl— L=X $Aj�,4— E,< �'IA N— FEN 6AN— EX 64,N­ A� n", 777-4 -=737 777 �AN 77`E-:�" L X C F ;".5 15FIL 1-64 \- 1016 PROF E(:i Vol- FROF 114'-5" '--',AN &EUJ 0.50 1// imi- 4 Ita 3-111 lil /p/_1q 33' Mm L-)w 0 - WHITE FINE 0 = PIN OAK 0 = FOR5YTWIA w 10, IL '0 EQUAL z- 0 til w 10 r_ �n 5' Z J) 4 q Q o _j ui EQUAL TYPICAL BUFFER SCREENING DETAIL NOTE: TREES ARE TO BE PLANTED ALONG THE TOP OF THE PROPOSED BERM. THE TOP OF THE BERM 15 TO BE A MIN. OF 4' WIDE. all Pv(__ x N 43'15'_5 7 E Lu 3 497932 E 123' x -EX. F-NTi;,ANCE I n \,- �,\�w \ ` / � -mil °2/'�+`�" Z 13 C L _PN 13 7. 73, ui E 0 Lo co cv /�-E� OLLARf-D W/ X' Z-1-4AINI CT' F,) co cq co E gu co in 26 WF's S om cv in cv Lu r- r: 0 0 't O Lu Q) 4,0 0 04 x Li Q) C)LU E- 11w _-D I- F LA &LUO m Q) L z2,16.9R_' ­4 R-2-000.00' C7& '12'5 7 0 ul — &_W(�_' BFC­5 44'51'29" H rx, x -- O--DUJLt t \ w T W DI-1 TOP EL. 106.50 z 12 P0 --EX. ENTRANCE 0 1-- vcr vi 0 -- Lll� / w f4 ul 0—ujo 00 i ,� T E 5 1 C L, I:-: f RE Cr T 0—po F>,_ 20" W/L > w L� . ;j �j F-,-,4. �) 1-0 1, - - - - _ -.-- " / /1' (f) C:ENTRJ�L COGA-COLA E-30TTLING COMPANY, INC. all pvc 4 1 PORTION OF D15. '.�O_r, PG. -r,6& \ r I/ > FF,OF:1. 4" 5AN. LAT. T I ON X/it (NO 5UILDING.5 51TUATED ON PREN15E5) E-4 5TF,'EET ADDRE55; NONE P05TED EX.cv 20 tu ELFCTRIC,41_ Purlp ROOM H R5 wo wo 1 PP > I 41 WF's ANDi ARK D., S T H No.022837 x FR'OF. 4" 54N. LAT. 6c Z7, CONNECTION OFFICE DRAIN (T"�-IPJ 11,534. S.F. (FINAL ROOF DRAIN OUTt`­1%LL SIZING TO BE U5E GROUF=15 0 10 L Or- 'I`HE� ARCHITECT) Trt TI­4E RE5PON&I51LIT-f q !Ex. 20-11 WIL Fi GE CON" COLORED CONG REF.�] 4�/AI.2 EL 0 F] 1­1 1­1 1­1• 7' R5 .. ' ':j rs 90.7 -,!. r 3i 12 __j crm ,777r. > u- j w Ilk ,'n c- 0 1-g ,.z 7— 20� W/L C — Ilk Z, I�C4N wo k 1xi >- L)w 1)w Lwjw D, Lij E- x w APPROX. LOC. EX. 20' W/L E&MT TO BE ABANDONED 12 PVC 5EE 5PEET 4 R ly TO BE VAGATED'_'-,,, -6 _6 .......... . lci > 3- 0 PROF 10, 3000 2' GU R,5 CUT c) ILI E­4 <� _r)w x GONG. DOLLY &TRIF> MODIFIED 12"' C;Ut1_1t=5 LLIO Dw Riz RB __R5 R5 11 1> D.111 R5 R5 Po >�L x 12"(H) X 12"(W) 1110 YT TE 7_1140 A W 2 EX w wcf, 0 J_ I PROP 12 " FVC all Fvc; all Pvc all pvc J7)15TF­,15U_T10N CENTEF'R FF = 192.00 252,000 5,F. FUILDING3 TO BE FULLY SFRINKLERED U6E GROUF=5-1 ZONED-. M-I TAX PARCEL 63-A-55 LOT 1 24.81 ACRE5 a Pvc all Pvc all F", Pvc- EX. WIL E`13MT. EX. 20' U)/L:E�rrr,\ PoF,TION TO BE VACATED ' EX. 20' 5At',I- 5EW. E emT. I ��g I� Z V I �1. 5MT X w Luv EX W E X w w - _1� I W EX L11 - V�71;.q w w 0 I Im TEST HOLE REQ'D.-\� \ �v MODIFIED JB-I —REMOVE EX. ENTRANCE, j TOF'=7f� .P3 \-) FILL LU/ SOIL 4 LANDSCAPE APPROPRIATELY INV, FVJE 9,51 - SWADY ELM ROAr> EX. EP EX. EP E1t>L<7TEj E mj_I EX'uLP @ NOTE". I. FOR LANDSCAPE COMPUTATIONS SEE SHEET 1. 2. THE EXISTING BERM ALONG APPLE VALLEY ROAD ROUTE 652 WILL NEED TO BE REGRADED TO MEET THE REQUIRED PROFFER HEIGHT OF 19> FEET THEREFORE, 50ME OF THE EXISTING TREES ALONG APPLE VALLEY ROAD - ROUTE &52 SHALL NEED TO BE REMOVED IN ORDER To PERFORM THE PROPOSED GRADING OF THE REQUIRED ((o'MIN HEIGHT) EARTH BERM. THE PROPOSED LAND5GAPING SCREEN THE SHALL CONSIST OF A DOUBLE ROW OF TREE5 AND PLANTED IN ADDITION To ANY EXISTING TREES THAT REMAIN AFTER THE PROPOSED GRADING OCCURS. THIS SHEET POR LAND SCAFE FURF'05ES 0 EX. LP LL u § ul w A § JU to 6TOF e (9 51GN11 (L8 \ -"" is cf) z Q4 _j X - x LMT 5ICN,11 U1 C 1'5 V3 E EX. ENTRANCE X Lu tu X uj LP ,EX. LP cc T um TREE LEGEND SYMBOL QUANTITY NAME T'eT E OFHEIGHPL NTI%M RE MARKS CALIPER WO 25 WHITE OAK E345 2" MIN. PO 35 PIN OAK 545 2" MIN. R5 14 RED BUD 545 2" MIN, D W ]a DOGWOOD 545 2" MIN, FO 34 FORSYTHIA 545 Wf=1 ro I WHITE PINE 545 NOTE: TOTAL 51TE AREA=24.8l AC. DATE: MAY, 2003 SCALE: 1" =50' DESIGNED BY: CR FILE NO. 3678 SHEET 9 OF -12 GRASS CHANNEL ui.r.Uy L11�LL .,�.1•,,.,]EL A = 9.58 AC S = 0.50% V,a = 3.50 FPS N = 0.03 CAP = 120.14 CFS Do = 1.38' Qua = 58.62 CFS DETAIL DITCH 11,411 NTS GRASS CHANNEL A = 1.68 AC S = 0.005% Via = 1.69 FPS N = 0.03 CAP = 32.31 CFS D,a = 0.38' QH, = 5.85 CFS EL DETAIL DITCH "B" NTS GRASS CHANNEL fl I I I II ()III I ill -III GRASS LINED CHANNEL A = 6.37 AC S = 0.50% Via = 3.00 FPS N = 0.03 CAP = 120.14 CFS Do = 1.04' QH) = 34.55 CFS DETAIL DITCH NTS GRASS CHANNEL EL A = 11.98 AC S = 0.50% N = 0.03 11c, = 1.50' V = 15.69 FPS Via = 3.67 FPS CAP = 120.14 CFS Q,a = 68.89 CFS DETAIL DITCH IIDII EDGE OF PVMT. DE TA IL C G - 6 FACE OF CURB C URBNTC UT BACK OF CURB NTS 6" (TYP.) 2' GUTTER PAN 3 0 �••.� FLOW ,� DGE OF PVMT. ACE OF CURB 2' CURB CUT ACK OF CURB concrete pod l'-6" sq. x 6" deep 4" screw type_ adjustable valve box O.D valve megalugged to main -megolug 8"x 8"x 16" solid block (for valves 12" and larger) Note: this detail is also used for butterfly valves GATE VALVE Figure 8 enerol bad (gsee note) select back e note) i TAN AR CONCRETE ARCH NOTE To be compacted to 95% of ASTM D698 maximum density TRENCH & BEDDING Figure 1 1' select backfill ee note) 6' 1/2 O.D. 6" select bockfill note) DE TAIL MODIFIED JB - 1 CURB CUT EDGE OF PVMT. NTS FACE OF CURB BACK OF CUR 1' ON MOD. CURB 0 TRUCK LOADING AREA 2' GUTTER PAN 3 O ��. FLOW ♦� DGE OF PVMT. ACE OF CURB 2' CURB CUT---'ACK OF CURB ODIFIED JB-1 6' i'-6' square skid pad 6' thick-[:�_ concrete ASTMC-150 4000 psi joints are to be sealed with "0' ring gasket 6' die. schedute 40 steel pipe tilled wiconcrete 3' and paintnt ed yello>, 7' 2 00 18" do. 1'-6' concrete encasement C' 3 6" deep marker al joint 1 with FIRE HYDRANT ASSEMBLY Figure 9 of manhole at grade in pavement areas unless otherwise directed shall be set 24" min. above grade in easement areas) wrap around heat shrinkable sheet [WropidSeal by CANUSA] 4 bolts (3/4" die.) " max. adjustment rings (11' mox.) a; 4 i pioneer 301 mostic applied between joints and on exterior side of joints 4'-0' _. I.D. pipe to manhole 5� connection to be :..e by flexible sleeve invert channel to provide a f smooth transition in to out, 3'-0" min. for all connections 2'-0" max 4'-0' max. rout bottom of manhole '!r` ! top of bench -wall 9 1.' a :•;> t" ' some elev. as to form channel >:,-?''.+' ` D/2 top of pipe . A.. i ,, " a 5" bedding stone NOTES : 1. Manhole sections shall have on external coating of approved bitumostic water proofing prior to installation. 2. H adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of bitumostic water proofing. 3. Final slope adjustment of manhole frame may be by shims and non -shrink grout. 4. Skid pad to be placed around manholes located in shoulders of roods. 5. Flat top casting shall be used on shallow manhole (6 ft. or less) installations. STANDARD MANHOLE Figure 12 DETAIL 1 2 X 6 MODIFIED JB - NTS 85.6312.04" LIP TOP 2' WIDE SLOT OPENING ON THE 6' SIDE OF MOD. JB-1 SEE DET. THIS SHEET -125' 30" 1.0' 1.0' 1. 5-' 19" V V 1/ INV. OUT=781.75' 10"I I , INV. IN=781.95' NOTE: REINFORCING TO BE IN ACCORDANCE `780.92 WITH VDOT STANDARDS SIGN SHALL BE LOCATED SUCH THAT IT WILL NOT BE LIGHT COLORED REFLECTIVE 12" OBSCURED BY VEHICLE PARKED IN SPACE. BACKGROUND MAT'L. I F.C. SIGN (SEE DETAIL) E.P.. DARK COLORED 2" LETTERS & 3/8" BORDER -RESERVED 2, O T INTERNATIONAL SYMBOL (PARKING WHEEL STOP OF ACCESSIBILITY 24' 6" 0 � s N 13, MINIMUM A��A 0 m F61® 4.0' MIN. zo' MAX. DISPLAY CONDITIONS L 4" STEEL PIPE FILLED WITH CONCRETE THISBJECTOF tNJ1K COLORED REFLECTIVE00.00 W BACKGROUND IMTERWLWHEN THE SPACE PROVIDED IS VAN ACCESSIBLE,DIMENSION SHALL BE 8' IN ACCORDANCE WITH 1" LETTERS RRAAMP• FOR HANDICAPPED MUST BE LOCATED VUSBC MINIMUM REQUIREMENTS. AT SAME POINT ADJACENT TO THE 8' AISLE. COUNTY OF 650.41PRINCE HP-1 WILLIAM HANDICAPPED PARKING SPACE STANDARD VIRGINIA CG-6 t 4" I 2"R ... •� '• ', �;Li. •�. . 'A. P. a •D' .• ' a I •p..' . ' p.. '. 'A. p The bottom of the curb and gutter may be constructed Z -0• parallel to the slope of subbase courses provided a minimum depth of 7" is maintained. This area may be concrete For use with stabilized upon -graded at the option of the contractor drainage loyer, the bottom of the curb This curb may be used when and gutter shall be constructed parallel to the slope of subbase courses design speed 1s 40 MPH or less and to the depth of the pavement. on Rural highways and 45 MPH or less in developed urban & suburban areas. If these design speeds are exceeded Standard CG-7 is required. Note: Combination curb & gutter having a radius of 300' or less (along face of curb) shall be paid for as radial combination curb & gutter. This item may be precast or cast in place. Concrete to be Class A3 if cost in place, 4000PS1 if precast. SPECIFICATION REFERENCE COMBINATION 6" CURB & G U TT E R 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 PROJECT: COUNTY: DESCRIPTION: DIST: FORD DISTRIBUTION CENTER Frederick County WIRE MESH REINFORCING V.D.O.T. 1"X4"X4'-B" SLATS, 2-FINISH NAIL AT TOP AND BOTTOM 4'X4'XB' POSTS NOTES: 1. PRESERVATIVE STAIN ON ALL WOOD. COLOR TO MATCH THAT OF BLDG. *W J 2. FINISHED SIDE OF FENCE SHALL FACE I ADJOINING PROPERTY, IF APPLICABLE. COMPACTED GRAVEL WOOD FENCE DETAIL FOR DUMPSTER ENCLOSURE NOT TO SCALE 8„ ROAD AND BRIDGE STANDARDS SECTION 301.04 CLASS A-3 CONCRETE 6 BASE 21-A COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT, VDOT VTM-1 METHOD) Dt-dumppod TRASH DU M PSTER PAD (NOT TO SCALE) STORM SEWER DESIGN COMPUTATIONS IMPERIAL UNITS HYDROLOGY 12/9/2002 SHF.F.T 1 of 1 FROM POINT TO POINT DRAIN. AREA ACRES RUNOFF COEFF. C CA INLET TIME MIN. RAINFALL INTENSITY IN./HR. RUNOFF Q C.F.S. fty%TF IONS ELbVA"1 LENGTH FT SLOPE FT/FT DIA. IN. it CAPACITY C.F.S. Actual Vel In Pipe FPS FLOW TIME SEC. REMARKS INCREM. ACCUM. 6PPER LOWER 52 51 6.37 0.79 5.03 5.03 5 6.80 34.22 783.00 781.95 125 0.005 19X30 0,0J3 48 5.5 TRIPLE 105 0.005 19X30 0.013 48 5.5 TRIPLE 51 50 2.35 0.82 1.93 6.96 5 6.80 47.30 781.75 781.22 �Z LL W W Z Z W O CO CQ C\2 d 11) CO CO CO � CO rn I 1\2 Zx �> C �C\2 W � iI W a ,Q U ij d 44 - "co � .N U O Q) '>' > or F4 41 E-i I� e/ v V� MARK R S H N0, 022837 P4°��, 27 �w SSIONAL� Ir W Z W N U) E 'D Z > Q LLE�--i v � /1 2 QJ O � W ` ' W Q W C U) Q U) cc O LL DATE: MAY, 2003 SCALE: NTS DESIGNED BY: CR FILE NO. 3678 SHEET 10 OF 12 t _ I 9 m i q __._ . _.... __ __ ,. _�--.,,..__. i i m o _ w .5 . 35 m I YC DR 7�5 f�5 SAN. sEw. t0 BE f T156 PVG NUJ 0m ry'PVC-SDR-35 NEAVY PIPE`PVG 5DR-35 OB096 IL B/w two JOINtS l26 fit.)5m.m' 8" ; 1 i i AND CONC. ENCASED �.35 _ 5' EACH WAY _ _.. {{ 5fl 4 c! W a _P 9 m 5mgo SDR-35 1110 �tl i _. 4 0 ~ 5' $I' PVG 5DR-35 fD5m'/o r OZ „ ,� pz a !1 u. _ tt \9 .. �-7 �' j 251-3'U W �7 z ulX l -' �X .., . ' It0�p� V r + _ �r + 1 m ill Z 9+50 10 +00 10+50 11 +00 11+50 12 +00 12 +50 13 +00 13+50 14 +00 r n 190 imI -1-15 44 __ _ —� 0 { fir„ Q�z! �`t �zE �r„i „�zrl F `p►- Z ff �. .. .._.... I. .. _„..pX nk- n0X. i u „ d, u;W Q-%<i _. —.n1- ,�•0X I I. f n N.��1-i. �� X. i ..__ .. — — is at Z — Z-._ _ 1 �t�Z Z r, rZ� - tAZ �zZ.-_ 0Q, + �ZZ Nz 14+50 15+00 15+50 16+00 1(0+50 11+00 11+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 SEWEf;R Ff;;��C=ILE edding to be Ni nTF- DESIGNATES HEAVY WALL 1. ALL SANITARY SEWER PIPE SHALL BE PVC—SDR-35 OR PVC— SDR-35—HEAVY PIPE. 2. ALL 10" PRIVATE FIRE LINE PIPE SHALL BE PVC—C900—SDR14. ALL JOINTS, FITTINGS AND APPURTANANCES SHALL HAVE A MINIMUM 200 P.S.I. PRESSURE RATING. ga45• RISER BEND(BEND WITH EXTENDED BELL TO COMPENSATE FOR SETTLEMENT) *CASING CAP 8'CASING PIPE 1V��iV7 (C-900 OR DUCTILE IRON) 4"PIPE(SDRR-335) DUCTILE IRON CASING SHOE � 1I BEND(ANGLE AS REQUIRED) GRADE 8 FEET 6, 4'PIPE 4'PIPE (5DR-21) (SDR-21) cv.�1 9 )- __..—.__. �x 1 . ._...__ _. __. ... _ _.__.... ._..__ ....... __....._.. ..__.._...._.-_.... ..... _. .1 -1-10 -__ _..,._. _......_ _,...., ____. �.,,_ _.. _.__. _ __ , _._._.._ _ -1-10 770 __. _. _ — _._.__. _ ___, _._-_�_._.__. _.r__... _w ._....._....__._____ '10 .q existing bench elevation. W NEpv( q. I = Q „ — i C4 d e,. S�YIFR Mp\N SDR-35 H.W. STONE BEDDING Si- Q � _. __.. _A � .�. � TEE WYE t. N Z N Z I W '. a + . + • °. , B&H DEEP BURY RISER- -1trO5765 _ _.._d _ 1 dl IL _ _. 3 ° CONSISTING OF CASING SHOE. w _ _ w._. i "i— "6► """' -`-"- 11� "'�t'prj CASING CAP,45RISER BELL d ° . ._.. �Y ...... _.... _.�. p _. ._.. .. N _ . -i ° (FOR 4- SDR-21) 23+00 23+50 24400 24+50 25+00 25+50 26400 _ ... .. Q � _ _ ! _ � tO r 3 � � � PART No.-290-0804-1-45 n Z , „ Bates&Harrin tonjnc. tll r- z -! X Q r 6" stone (434)929-0783 W V ! „(-%I bedding SEWEFR FfROFILE STOfRM SEWEfR FF�CFILES FORCE MAIN MANHOLE CONNECTION Sep02 DEEP SEWER LATERAL Figure 15A z 0 i� a W E•+ 4' G MARK D SSMITH " No.022837 `sIONAL in, I CO a DATE: MAY, 2003 SCALE: V 1" - 51 DESIGNED BY: CR FILE NO. 3678 SHEET 11 OF 12 800! IS5, ... ' r GRADE ISO 180 7107411sao 195 ISE) ISO ISO PROP. to" u (PRIVATE IFIRE LINE) 185 -15r, 160 150 _j [L L11 3 r7 71 __ , , "'. - I . t- :z Qv. w -- , 1 = - r- u L to Lu > t— w Im on 2 [1 2 a: Zq M I ;) LL_j w x (L IL If U z- q. 31 [L Q C W = to 1: in WL 7 A z I-10 110110 0+00 0+50 1+00 1+50 2+00 2+50 3+00 0+00 0+50 WATER LINE 11,411 WATER LINE ficil soo _195 NOTE: 1 ALL SANITARY SEWER PIPE SHALL BE PVC-SDR-35 OR PVC- SDR- 35- HEAVY PIPE. 2. ALL 10" PRIVATE FIRE LINE PIPE SHALL BE PVC-C900-SDR14. ALL JOINTS, FITTINGS AND APPURTANANCES SHALL HAVE A MINIMUM 200 P.S.I. PRESSURE RATING. ...... ISO ISO ISO IC 795 PROP. PROP. i_ FE / ; f i r I! I 4///— EXT.; 50 EX. O=UE31L /c.) E GRADE GRADE 185 -6F35 185 ISO ..... ISO ISO Z - COVER to l i GRADE EX PROP. P- WIL PRIVA E (0" W) lu 150 lao I(PRIVATE IFIRE LINE) N 4) -180 -180 50 _18,5 _155 INE -155 PROP. - ip A _j i (L T I PROP. 6 11 WIL 14 EXT", 1 (PRIVATE 6rw- (o It WIL I— w 1 (F115IL /c) 1 1 ID _j j 1 FIRE LINE ) ­ I 'I 1 :1 1 u- I , I ii w w E-2 w ul w WIF A ----- - 100' CL C4 [ 17715 -150 ­150 -1aO[­-- Rw 0 S , _ , t 0i(nL A i_4 U 2�< A ww_j jV A _j wz_ wTX� Is W_ I, X1 11 1 _t >, - 5 M t w 4 (j) 01 0_11 0 0 y (p gw;- IL IQ 2 -L Q 2 1 Q q 10 L ............... _115 - 1-10 110; 1-1-10 -1 1 1,10 15 115' 1+00 9+50 104-00 10+50 11400 S+50 10+00 10+50 11+00 0+00 0+50 0+00 0450 0+00 0+50 WATER LINE 111DIll WATER LINE "Ell WATER LINE ''F-11 WATER LINE 1141 WATER LINE Hill UJATEfR LINE FfRICIFILES LjLj 02 0 CD L0 00 C\2 c\? ­_t4 I C\2 co cp C\2 CO0) > 0) c\j LO C\j LLJ >.. r. 0 40 Q Cu LO Q) E- �L4 (0) vi IL-4 $4 11"Oro (1) 0 a) >-. Id CIO EL, z 0 V) 7 ----------_- ........ . ------- ­- ------ - Lu T. - ----- - -- - ----- ------ (D K D, S H MA . .. No,022837 ISOPROP.-... .....- ------ ..... O ACA&42 . t AL ION 1 1.......... A) /oil 12.2 5 MIN. 0.5' MIN. (FRI VA Tiff PIRE LINE) 0.5' MIN. lie I i nj IL w LL K CL I WIL EA R. < ul :6! LL 10.5' MIN. c :2 11 GLEAM 1&0 qL EA F_ 6".. __]_(FRIVATE,�IRE LINE 1CLEAR., Z-10 11 Zr f <w tL w a LU w OQ 4 00 x z 0 w >>F- T I z EX VX6 Z= 0) z 4 i 0 cix x ax X 41� > 1L i � x it z c,11 i ek a wz 1§Od_ - I I � .1 am C4 9 1 1 1 1 wz ............ -- - -- ------- O-�Oo 0+50 1400 1+50 2400 2+50 34-00 3+50 4+00 4+50 5+00 5+50 (0+00 ro +50 1+00 1+50 5400 5+50 CJ400 IB450 10+00 10,�50 11+00 11450 12 -POO +50 13+00 13+50 14+00 14+50 15+00 U `-' WATER LINE 11811 E> z 0 WA T fR L I NE f=f;RCF I L E 5 �4 E-1 0 '500 . ...... ------- E-4 GRADE IC35 � I ISE,­ I I- IeE, CC w - -- ---- IS5 SERVICE To - L�,)AU160N - /Nr PC NOT 6JE�f >j)5TR1,4L PARK C)URINra 140U)R,5 OF 0f=ER,4,T1CN Lu TEST POLE . . . ....... IS 0 1 cn 1 .50 . .... ...... ... ... .. 1 L i I TEST 4�LE IRE07�) ISO GRADE Y) imp/ ZZ . .... ....... ISO w _185_.._ _ _ _._. ! . _. _ PROP P, 12 WIL, 6coP-211 I i ! GRADE ! Q tA um WIL ­-­­ --- - --------- - .. ...... ....... . ........ .. . .......... . . ...... 3_ VA TE FIRE Lf 15080 . . ...... .......... lao PROP.10 IL 1­ - .1 ­­- L'... ­_._ ------ - ­_-.1 - 105 ------ --- - ---- ----- 0 KI _j A Lu z <1 _j X, ?W �j -_ zw I PROP. roll �/L, z o 1 -21 DATE: MAY, 2003 z 'D w 1180 Tw C,4 W. ............ fL w W; 3: w H. 1 5 0' Iro 4,00 f--! a- i 2 1 : LO di lu 15+00 15 +E70 1(0+50 11+00 11+50 Ia+oO 18+50 Icj+OO 113+50 C'4 w SCALE: V. 111 5' 0 Oi 1p Is i x 0 'OLE , " lu I— It "E0 jr INE) CL z 4Z, Oki -p CIA qx� zq "n WATER LINE D) IL z CR x w DESIGNED BY. ow C4 >�Tx= + + _110 W, �w! C4 110 FILE NO. 3678 0+00 0+50 1+00 1 +50 2 0 2+50 3+00 0+50 1400 1+5+03+0 +00 IlGllWATNOFI50+00 0 2400 2+50 30 54 WATER LINE llf=)Il WATER LINE SHEET -12 OF -12 U d r CM 0 0 N N O H U) U 00 ti co cM , w U) Z 0 Z R w w Z F5 Z w a� c a� U c 0 0 -a `o w 00 ti (D cM 0) a) w C'i GENERAL NOTES VOOT GENERAL NOTES LEGEND VICINITY MAP 1. 2. 3. 4. 5. 6. 7. 8. Methods and materials used in the construction of the improvements herein shall conform to the current rds and specifications and/or current VDOT standards and specifications. County construction standards p / P ponds serving as silt basins during construction, Measures to control erosion and siltation, including detention p g g must be provided prior to issuance of the site development permit. The approval of these plans in no way P P the Virginia Erosion and Sediment relieves the developer or his agent of the responsibilities contained m g P g P Control Handbook. from the Office of the Resident Engineer, Virginia Department of Transportation A permit must be obtainedg g P tin State right-of-way. (VDOT) and Frederick County prior to construction m existing g y it b VDOT when such permit is;+`, Approval of this plan does not uarantee issuance of an entrance perm y p PP P g required under State law. „ will be determined b VDOT personnel. A joint inspection will be held The exact location of all guard rails it y p J P • 'v of the Virginia Department of Transportation t Re Representatives, and Re resentati esEXISTING with the Developer, County p p g Pthe of awed ditches will be needed. The developer will be and where guard rail and P (VDOT) to determine if g / p es as determined b this joint ins ection. Refer to responsible for providing guardrail and paved ditch y J p P . .. Transportation VDOT Guard Rail and Paved Ditch Specifications. Virginia Department of (VDOT) P Ana roved set of Tans and all applicable permits must be available at the construction site. Also, a PP P PP P representative of the developer must be a vailable at all times. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). All unsuitable material shall be removed from the construction limits of the roadway before placing V1. MI wor2 on rhis project shall conform to trie latest editions o e Virginia 15epartment o and Standards the Vir inia Erosion and Transportation (VDOT) Road and Bridge Specifications n g state federal or local regulations applicable. In the Sediment Control Regulations and any other g pp event of conflict between an of these standards, specifications or plans, the most stringent shall be Y P P g govern. V construction shall comply with the latest U.S. Department of Labor, Occupational Safety and 2 All c p y P P Y Health Administration and VOSH Rules and Regulations. VDOT -of-wa all traffic control whether permanent or temporary, shall V3. When working on D T right y, p p y, manual. Furthermore all be m accordance with the current edition of VDOT's work area protection man fla ers must be certified in accordance with the latest edition of the VDOT Road and traffic control gg _ Bridge Specifications, Section 104.04 C. V4. The developer shall be responsible for relocating, at his expense, an and all utilities, including P P g P Y g a poles, unction boxes controllers etc. owned by VDOT or private utility company. It as traffic signal p 1 s, J Y P Y P Y sole responsibility of the developer to locate and identify utility facilities or items, which may construction activity. VDOT approval of these Tans does not---<• be m conflict with the proposed n Y PP P v v of this res onsibilit relic a the de eloper p y safety of traffic may V5. Design features relating to field construction, regulations, and controlor y y , be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of v' w' be the responsibility of the developer. any field revision ill p y pz V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged EXISTING INTERMEDIATE CONTOUR - - - - EXISTING INDEX CONTOUR PROPOSED CONTOUR EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT EXISTING CUR D GUTTER TI BAN TTE PROPOSED CURB AND GUTTER CG-6 TRANSITION FROM CG 6 TO CG 6R TELEPHONE LINE PROPOSED TELEPHONE LINE T EXISTING STORM SEWER PROPOSED STORM SEWERUJ EXISTING SANITARY SEWER PROPOSED SANITARY SEWER s EXISTING ELECTRIC SERVICE - - -- - _ - _ 33 -- -- -- -330 40 EX E P PROP E/P EX C&G� PROP C&G CG-6R�� T T EX. 15 RCP.�.. 0 5 C �. s P S _ CALF 1 2000 LU w T � W OC CD os co y � co G �. I rn .-., ..� o I �, cat x ►n � _ � +, I � o Q a� LO E- s:� �. -�.� - �,-i_•. �-,ram;-,. 4: -~,- , 1 �~ j C L ' L r':: ;� .. J' lOidOpequdmr'r 4 1._,� A S ✓I , `� j .: r 4 �. , . ,.'�" .;.., _;.,. f _�, :•: ! , ;.:. r t (r'. `� • , :- ;;, ,� o : 1 r :;/ .:< <) L ti `, r-,% ' ,� � r r•- ao,-: �:., ?..,,,_ - .: [ � :� i . ! „ :..:,'� �- '. 4': ✓. =1 _,., .,_;�, :, ' :.. .. ., . ; :: _ : , � '.�t6f �'� ~• 1'a., ��" ;'o o 'r; a7 ;,� , •-, ,, 1'� 5 •. �,, ,.. , Lr r Z, v, 1 r • : },F�}. .r j• `_.. ,I: ,_ .- C .,l � _ :.' ,I. '-•� . �. p. o - yJ �; L /, _ '. ' ` . •, > �� ' �'.__ . _ +" ° °� .> s' '': : - �. `" �'•' '� / l♦ r �w ,l 5n v ✓7�,,.Ya J '' c.., L ;. _ .:.. J:: �: ,:• ,., .:. ,. '. �a r . {n I .,:. `� . ,_,� ��. � a; ,:'..� •--�•-:; .. . .:, ;->` �� 8'� �:`.��.:-`�" �-= ��' , ' �.. r .:. r. ! m /; . � --,, : •,, � ,, .. „." r. , .._r.- ,• , •> ,�.. , :, ' ,,,,,. :. ,,,: ,,��,��-., „t, , ;;,rf,�r� •,. � ;.�„ . ! , . •-,r , � � �•-; = � ::' .�'� _ 1 r` "' `�' ' � '- 1 , . •, ,•' 'y'` . '" (j `%' : ,-: l "CQ ,,: _ .- o : ': sFie�an ) .. r ( { �, .. Q ,_, ' :.•, ,,, , ; , . a .. . . < �.o_s r� y� f c f r Y <.,.. ,, ,. �' .. ,ti ,. �. . , . , , . .. �, ;., .. so 1 �'%�",�.j ��:; w:., ,'.= _ .,) ,, x,; ,oi ,, ._ , r �1 �. , . ., , ` l . ':� i.: ,`' 7.. •.._. , f-� � : �, ,.. r ,,,� �•,-� :,.� �' _Y . , , . ,� , �� . �,_� -,: •-" . ,' �,. 4 �.; - � . �-• a,: , ; .. r .... ,,. , ) .,. -:.� .: , , } �,•„�; '',N' ;.,,,. t �;�; �, ,1 6` ,, .:- : �. �.� „ � ` .��,4 ;, .• PROJECT INFORMATION 9. 10. embankment. All pavement sections on the approved plans are minimum sections to be utilized when the actual California Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed for actual determination of required pavement thickness prior to placement. All final pavement and base course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and Secondary Roads in Virginia", and shall be based on a sufficient number of CBR tests to determine the true support values of the soils in the subgrade. Final pavement design shall be submitted during construction and prior to placement. 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. 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 any undetermined length of time. VDOT will also require 48 hours notice for any inspection. V9. 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 and Sediment Control Handbook, Section 3.02. 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 Department of Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures for proper installation and deficiencies immediately after each rainfall, PROPOSED ELECTRIC SERVICE EXISTING GAS LINE PROPOSED GAS LINE PROPERTY LINE FLOW LINE - FENCELINE XXXXXXXXXX EXISTING POWER POLE G -. - -. - d SITE LOCATION FREDERICK COUNTY EX STREET ADDRESS 1720 APPLE VALLEY AVE. WINCHESTER, VA 22 -01 NEW STREET ADDRESS ""n PARCEL IDENTIFICATION NO. 63-A-58 LOT AREA 24.87 AC. DISTURBED AREA 25.68 AC. CURRENT ZONING M-1 CURRENT USE VACANT N o a o a) >, r4 a) W m 11. 12. 13. 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. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all times. at lest daily during prolonged rainfall, and weekly when no rainfall event occurs. 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 are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities. V12. 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. EXISTING TELEPHONE POLE EXISTING WATERLINE W/ TEE W PROPOSED WATERLINE W/ TEE EXISTING FIRE HYDRANT EXISTING WATER VALVE w b ' T i '" T w � e w PROPOSED USE DISTRIBUTION CENTER SIGNS: NONE PROPOSED. ANY FUTURE SIGNAGE MUST CONFORM WITH THE STANDARDS OF SECTION 165-30 OF THE FREDERICK COUNTY ZONING ORDINANCE. OUTDOOR LIGHTING: AS SHOWN „ „ BUILDING HEIGHT: MAXIMUM ALLOWED=60 -0 PROPOSED=40 -0 , BUILDING SETBACKS: REQUIRED: FRONT: 75 PROPOSED: FRONT: 204.65 SIDE: 75 SIDE: 229.39' REAR: 25' REAR: 155.00' Z I) W � 14, 15. 16. 17. 18. 19. 20. * 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. 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. 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. 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. 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. 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. 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. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be resent to insure the sample obtained is representative of the location. When soil samples P P P P are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project which will be accepted by VDOT and that testing shall be conducted .according to all applicable VDOT standards. V14. 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. V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. V16. The installation of an entrances and mailboxes within an dedicated street right-of-way shall Y Y g Y meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to acceptance b VDOT of an streets, an required street si na a and/or pavement P Y Y Y q g g / P markings must be installed by the developer or at VDOT's discretion, by VDOT on an account receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on PROPOSED WATER METER EXISTING REDUCER w PROPOSED REDUCER STOP SIGN HANDICAP RAMP (CG-12) DENOTES LOCATION OF STD VDOT CG-12 AND/OR JURISDIC ONAL STANDARD RAMP CONSTRCTION PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES TEST PIT LOCATION HANDICAP PARKING VEHICLES PER DAY COUNT PROPOSED BUILDING ENTRANCE EXISTING STREET LIGHT ,� �v � W -o- ®_ 12 100 F.A.R. CALCULATIONS LOT AREA = 1,083,337.2 S.F. - 24.87 ACRES PROP. DISTRIBUTION CENTER = 252,000 S.F. TOTAL = 252,000 S.F. 252,000 S.F. - 5.79 AC / 24.87 AC = 0.23 = F.A.R. OPEN SPACE CALCULATIONS 25% OPEN SPACE REQUIRED = 1,083,337 SF X 0.25 = 270,834 SF OPEN SPACE PROVIDED = 661,343 SF OR 61% LANDSCAPE CALCULATIONS TOTAL PROPOSED IMPERVIOUS AREA = 119,271 SF REQUIRED PERIMETER PLANTINGS = 100,000/2000=50 + 19,271 /5000=4 TOTAL "'FRIMETER PLANTINGS REQUIRED = 54 TREES REQUIRED INTE' R1,3R PA RING -LOT = 57. OR 1 PER 10 SPACES 8i5 SPACES/10 = 9 TREES REQUIRED R REQUIRED SCREENING PER PROFFERS=136 TREES TrI OTAL REQU!,RED PLANTINGS = 199 TREES TOTAL PP,' ,JIDED PLANTINGS = 213 TREES _ARKING CALCULATIONS w F' r Q , ' PY T F�j MARK D, 8 H No,022837 W O ZONAL E-' (� ►w�+ 0 o � � W ✓ C W W Z O D Q C-) � E- V) > ~ Q ms E-+ � ~ �-+ W Q W W Z x, 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. VDOT's approved list. A copy of this list may be obtained from the District Material Section. Contact the local VDOT Residency Office with any questions regarding sign material and placement. V18. The developer must provide to the local VDOT office a list of all material sources prior to P P P construction. Copies of all invoices for materials 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 bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. Density will be determined using the density control strip as specified in VDOT's Road and Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In additions to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road and Bridge Specifications -Section 315. Density will be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. Approval of these plans shall expire three (3) years from the date of the approval letter. V22. Final location of CG-12 Curb Ramps shall be determined by VDOT inspector. PROPOSED STREET NAME SIGN + PROPOSED SANITARY LATERAL CLEANOUT SANITARY MANHOLE IDENTIFIER 12 STORM DRAIN STRUCTURE IDENTIFIER 6 EASEMENT LINE CENTERLINE - - EXISTING SPOT ELEVATION 12.0 + PROPOSED SPOT ELEVATION 7151 EXISTING TREE LINE EXISTING TREE 15 OAK 15 PINE PROPOSED TREE �� ��� 15" OAK 15" PINE REQUIRED. PARKING: OFHCE = 1 SPACE PER 250 S.F. WAREHOUSE = 1 PER EMPLOYEE = 35 AL �5a OFFICE AREA = 11 533.6 S.F. 250 S.F. ,.,.. S TF PLAN 39 SPACES REQUIRED ,. P� ��-OVE WAREHOUSE = 35 SPACES REQUIRED -'""`e TOTAL SPACES REQUIRED = 81 ,� T "a "" TOTAL SPACES PROVIDED = 86 ,�;12�„o �. 03 HANDICAP SPACES REQUIRED = 71 TO 100 SPACES 4 SPACES REQUIRED HANDICAP SPACES PROVIDED = 5 TRIP GENERA TION DATA CLASS USE PER S.F. TOTAL S.F. TRIP RATE USE VPD 130 INDUSTRIAL PARK I 1,000 S.F. 252,000 S.F. 6 PER 1,000 S.F. OF GROSS FLOOR AREA 1512 UTILITY CONTACTS Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co. P.O. Box 1877 P.O. Box 2400 Winchester, VA. 22604 Winchester, VA 22604 540 868-1061 (540) 869-1111 ( ) Power: Allegheny Power Phone: Verizon P.O. Box 1458 P.O. Box 17398 Hagerstown, MD 21741 Baltimore, MD 21297 1-800-654-3317 (301) 954-6282 MISS UTILITY 1-600-257-7777 FCSA CONSTRUCTION NOTES DATE REVISION �' 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. 2, THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY. 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE BAR BE 6/18/03 #1 REV TOP ELEV OF MOD. JB-1 IN PLAN AND PROFILE SEAL COVER SHEET 6 19 03 / / # 2 REV GEOMETRIC INFO PER ARCHITECT 6/19/03 #3 REV INV INFO MH A AND D T OF �, MARK D. SMITH Project Name: FORD DISTRIBUTION CENTER B 19 03 #4 REV PER CLIENT COMMENTS AT MEETING 6 23 03 #5 REV W/L T- & 'G' PER ARCHITECT Owner: WINCHESTER 5720 LBJ FREEWAY SUITE 190 SHADY ELM, LLC DALLAS, TEXAS 75240 FIRE MARSHALS NOTE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. 5. THE CONTRACTOR SHALL INSTALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. A.) A WATER SERVICE (AND FORCE MAIN SEWER SERVICE) REQUIRES THE INSTALLATION OF A SADDLEN WITH CORPORATION STOP AND MAKING THE TAP. B.) A GRAVITY SEWER SERVICE REQUIRES THE INSTALLATION OF A WYE, 18" LONG STUB PIECES, AND 15" LONG, FULL CIRCLE, STAINLESS STEEL REPAIR CLAMPS. C.) THE FCSA INSPECTOR ASSIGNED TO THE PROJECT SHALL BE PRESENT FOR THE INSTALLATION OF , a `A No.022837 �j O� �-/ -2?-V� S Cs `SIGNAL � PHONE: (972) 419-1907 Fire lane markings and signage: Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall's Office. FIRE FLOW DATA: HYD# FIRE FLOW DATA: HYD# STATIC PRESSURE = STATIC PRESSURE = Developer: P CATELLUS COMMERCIAL 5720 LBJ FREEWAY SUITE 190`--- DEVELOPMENT CORP. DALLAS, TEXAS 75240 PHONE: (972) 419-1907 Engineer Certifying Plan: 151 WINDY HILL LANE I RESIDUAL PRESSURE = RESIDUAL PRESSURE = AVAILABLE FLOW = AVAILABLE FLOW = EACH CONNECTION. 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: GREENWAY ENGINEERING WINCHESTER, VA 22602 (540) 662-4185j SHEET INDEX SOURCE: SOURCE: DATE: DATE: A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED. PROFESSIONAL SEAL & SIGNATURE THESE PLANS ARE IN CONFORMANCE WITH COVER SHEET SHEET 1 OF 12 EROSION & SEDIMENT CONTROL SHEET 2 OF 12 EROSION &SEDIMENT CONTROL DETAILS SHEET 3 OF 12 APPRO'+TAi, DATE: MAY, 2003 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION ASSEMBLY, DEMOLITION PLAN PAVEMENT PLAN SITE PLAN SHEET 4 OF 12 SHEET 5 OF 12 SHEET 6 OF 12 COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY / C7�U1 SCALE: N/A DESIGNED BY: CR HANDICAPPED PARKING NOTE AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A REMOTE READOUT IS REQUIRED. 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. A REMOTE READOUT IS REQUIRED. GRADING PLAN UTILITY PLAN LANDSCAPE PLAN SITE DETAILS & COMPUTATIONS WATERLINE PROFILES STORM AND SANITARY PROFILES SHEET 7 OF 12 SHEET 8 OF 12 SHEET 9 OF 12 SHEET 10 OF 12 SHEET 11 OF 12 SHEET 12 OF 12 THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. i FREDERICK COUNTY ZONING ADMINISTRATOR DATE FILE N0. 3678 Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. * SICE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPT APPROVAL * STE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FCSA APPROVAL SHEET 1 OF 12 I � / � I I/ f � I �I II ' ' •' '' - ` --. .... _ __ --_ ,w --` _` ,,~ .. \ � 11�1~ I } I I ( + ' ��►� \, > > ' 1 t t 1\ / 1 I ar I I I ' -, _- '�' III I I f I I► o IX L p 137,13' >>g �`i C LEN=I31731 fix?:' / r ?FAIN<TT, 1 V,.' I I 0) O I LEA► * OIXP3 /Ad. ��qq /��yy N � ' A=P;445 I f I 61 _ = 3 IC S 6 tI fI \ y L3r?r -- 4.4 � -EX. EN11 RANCE 12'p IF -EX.20" �,. 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UP u CD EX. uP 1"X - pp) _- E ---- E -.-. t --- t= - - C� �'- - - - — F� -- — ---- 1 =^fir - - - = - _ --- -- - - I�2"I r S 4e'1537" W L3� g' ! / > - i50K _.___._ ia2 I 1CL 4a LIMITS OF CLEARING ,` X -" =� La V IF ! RESPONSIBLE LAND DISTURBER 1_� I 1 \ `\ OX �_ x DITCH �— — — —X — x — — X �� —_1f STD AND GRADING / X // _- ^ ,\ ` `✓� �. — — — — —.,\ - vi CERTIFICATION #: -" CE \ �/ ' ` �€ N 1 - 5PEED X X NAME: X --�- J �,- 1 0 N 0 (L_J / DATE: ` WASH . �✓--- r\��> LMT Si ap_ e _ _.--- -..- - ---~ •r0 �/ WASH _ —�- �-�= -----.a.,�,�nr' ;!.�^.._,...-.. _-- ---. _'� • _ �.. ...._.w.. -.W..-f".""sm?.'p>F za"'�"._��r�+` - -- -iw� -- - -- — - --r' THE RESPONSIBLE LAND DISTURBER _ - _ _ _ _ _ _ �_ _ _ _ - "_-_ _ - -� — — —� •�'� — — — — — — 1/ �� �.. , r IP .z� ���ANGIw IP - w W X THE PARTY RESPONSIBLE FOR --_ .___-- _--- --_ -- —_ _._ - . -_-_-. -- — _ _� — _.__ __ __--_r '' y IP �-4 w CARRYING OUT THE LAND DISTURBING -. _ _ 1WJTE 651 - SHADY ELM ROAD -^-- ACTIVITY AS SET FORTH IN THE PLANS. EX. EP ` _ - _- _ - - - y f M r✓ - __ - _- _ - __ _ _ _ - _ _ - ti {7 E'X.`i1= L l= M W - — EX. LF E � P - - -.-_s" tt E X. L f r'''- - - - -- E X. L P n EX. L r' a \/ �/ v r\7' :-----i --�V _ ` n' 'Y f X, UP — �— �v -^- �� --• -_»�=lt 4 _�"�J� —�{ \/ _._� \/ \T _ -� - —P, --yE --�. - -___ T �{ _ _ f —,�- -T ,X— _ _= E -1- " - — -1- __- T -,---- T 1 / "'•.,,' IN DITCH "A � \\ I \ II Jill/ "`a, � \ ,_. .,• I � I I III 1 1 �_ .,• (I { I s' I J �N EX �° FM- `" LIMITS OF GLEARING� Ex ��° i"M- 4a °l5'37" E •� � , ;, , ,�+.PPROX. LOC. APPROX. Loc. I 1 { 12.11 EX. 51�IN(FUMP 5TA) AND GRADING \ \ i { I 1 I %� 5 49) V9 W " r 1.2,1,�;' TOP a0C-.oro N 40 °l5 37" F 1353.76'\ X. S /�N 'err 6 /�,qy1 6 , }, ......, f-{ems L A a .....,._. X, .? n1 t -.-... E j ,� a (y ._.,.. �X f ,A,., '�r. 6 j - X $ Ay � �r" t; {4 � - �$ /\ty ._-...� °� a �y .. 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LOG. �, ci SILT TRAP TABULATI 5T-1 / t Q / SILT TRAP TABULA I N ST-1 SILT TRAP TABULATION ST-3 r AREA=282 AC. AREA=2.45 AC. '" AREA-2.48 AC. \ - ,•' REQUIRED STORAGe 318 CY REQUIRED STORAGE 32`�GY -' • / - - O cis F / PROVIDED = 15 X 60 X 3' = 500 CY PROVIDED STORAG60 X VCc50frCY PROVIDED = 15' X P�7a' X 3' = 500 CY � cQ N ,�� LENGTH OF OUTLET TONE = 11' / ` / LENGTH OF OUTLET STONE = 11' `'� �� / / •� ` • LENGTH OF OUTLET'STONE` = 11' Pvc all pvc, Air �.. / r 1 .L — 0 cci 252,k;V/ 0 cJ" F, r \ L_ _ Q \ \ \ I 5UI1_D1NC•x TO 5E LLl' 5FRIN'�1_ERED _ l -- u L- I i I' r \ �� 1 I usE c'PuP-, f _ ---- U x r- / Q � � i , /i.ZONE D . P/ 1�.- cz-,�.� I 1 (� I f / \ \ TAX P+' IRGEL 63-W- / �_quu OT I It G�:NTRAL COCA -COLA BOT'TLINC.z COMPANY, INC.�''VC I ' P \ I r \ PORTION OF Di3. 9C�5 568 \ \ -` - / , f 11 \ (NCB 15UILI�)IN6;5 C71TUATED jWfRfEr-115E5) W I 1 \ IL ( I,.- \ c5TREET ADDRESS: NON;.. ,'OSTED I i ILT TRAP TABULATI ST-4 SILT TRAP TABULATION ST -5 (3 O SILT TRAP BULATION ST-6 SILT TRAP TABULATION ST-1 - ( ` I REA=2.15 AC. \ REA=1.12 AC. IL AREA=2:69 ACC . AREA-2.14 AC. �LEG1'1�IC AL I j I QUIRED STORAGE It 289 C (DUI D STORAGE = 286 CY 1 REQUIRED STOIC; AGE = 361 CY I REQUIRED STORAGE It368 CY { ' ROVIDED It 60" X 60' X 3" = w CY PROVIDED = 60' X 60' X 3' = 4CY PROVIDED It 60� 0' X 3' It400 CY PROVIDED = 60' X 60' X 3' = 400 CY ROOMLENGTH OF OUTLET STONE = ENGTH OF OUTLET STONE = 13' �`--- LENGTA OF OUTLET STONE = 13' \ LENGTH OF OUTLET S ONE = 13' `/ 13' PIJMC= I. ©OM EX. (0°/- 1 1 \ (,> ! ` ROOF DRAIN (TYP.) r (FINAL. ROOF DR4IN OUTPALL- 5IZING TO E3E • THE RE5PON5151L_ITY OFTHE ARCHITECT) U5E GROUF = u -- - II I , TCH "5"\ • , OFFICE` \ � GONG. RAMP ( -- CO OREE' �.O -� L_ RE F 14/A1.2 � �, ram: s;�- It Fvc- , t I YvT 1 S 4.. • /KI ; ^, •'I'� ' l Y �l •lti.•: '• C ;. {. 1 1 1 '1 A C7 r.."r.•" Y A ' tu •x � FL. CAP _ LE5 1� q-� 4l ° '• y. r j +1 •••+•ram. _ _ ' 9 Yw •/ �{. . S S 1 Y e� .• .'•s _ T l I f. A - `A' I.ro. �. j.�Tl i' .1� ti • A+ /. ' w X xI .I `t > .-•$., K~ 5N: rr• - '.•P M. I (d X X85 85 8 9A , . _t, • �'.. �,,•,` ! a'V .� ',r:°: € \ -—...�.\' ,f-:-+_.._........_ a...._.,.a.;;�xw.:�,v� _...Aw. -- — - •'_. `�``�.'' _.{�., ...,..-..:•tr_.� ' L.'_ re e.�_' :5.�.:..•.—. Gl;d'Alt,�'(TYF.) _ 1111 / • I .I 0- /� TO BE/A54NDONED - \ •_.. _--- �-•' / 12" Rf✓C=-- _` � = 5EE•SI-!1~>;T 4nl onitT 00000 51LT TRAP DIVIDES DE5IGN DIVIDES LEGEND pp- PW DIVER51ON DIKE X 50 25 0 50 SILT FENCE TH 15 SHEET �OR D RA I AGE D I V I � 5 AND EROSION SCALE: 1" = 50' CONTROL FURPOSE 5 ONL � 100 Z w W Z CD Z W o ,O ^\'�_ `� V �•2 c\2 co �co a•� co cam I rn Zx c� o �� LO� Lu W 0 aLo cc CD U �� Hr� TH o j MARK D., SMITH No, 022837 _ NAL _ W M U� cro w z W Irk" E ' Z I� U)> Q O O I Q w � W W Q c Q U) r� 0 LL P � EX. U, DATE: MAY, 2003 SCALE: 1" =50' DESIGNED BY: C'R FILE NO. 3678 [SHEET 2 OF -12 CONSTRUCTION OF A SILT FENCE SILT FENCE CULVERT INLET 0 PIPE OUTLET CONDITIONS WITHOUT WIRE SUPPORT)(STONE CONSTRUCTION ENTRANCE Z PROTECTION EROSION AND SEDIMENT CONTROL NARRATIVE: ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO A A 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) �y.■ UPSLOPE ALONG THE LINE OF FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER WITHIN FIVE (5) 1••�� STAKES. ENDWALL 70' MIN. "STING °AVEMENT� 6'MAX. Al PROJECT DESCRIPTION DAYS AFTER GRADING. Uj , . S:1 3d THIS PROPERTY I5 LOCATED AT THE INTERSECTION OF APPLE VALLEY RD, (RT. MANAGEMENT STRATEGIES o TE RLR CLOTN-� 6' MIN A MOUNTABLE BERM 652) AND SHADY ELM RE) (RT. 651) IN THE CITY OF WINCHESTER THE 51TE AREA15 CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL Uj (OPROMAL) d0�f PIPE OUTLET TO FLAT i / _ ► ! l� / TOE OF FILL - CULVERT 24.81 ACRES WITH APPROXIMATELY 2481 ACRES BEING DISTURBED FOR BEGIN AND END AS QUICKLY AS POSSIBLE. CHANNEL TH NO DEFINED /� pil SIDE ELEVATION CONSTRUCTION. THI5 PROJECT CONSISTS OF CONSTRUCTION OF I DISTRIBUTION 0 PLAN VIEW �' j _ ... - IXlSIiNG GROUND CENTER AND A650CIATED A'PPURTANANCES. THE RESPONSIBLE LAND DISTURBER SHALL BE RESPONSIBLE FOR THE Z FLOW r r 70MIN. EXISTING SITE CONDITIONS INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT W 0 ro' MIN. Ltd L a II I B WASNRICX ARE CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM. � a" (aP'10N'L� THE 51TE 15 CURRENTLY VACANT. THE SITE CONSISTS OF OPEN FIELDS WITH ROLLING N 00 4 0 x 3. STAPLE FILTER MATERIAL 4. BACKF'ILL AND COMPACT CQ 't TO STAKES AND EXTEND THE EXCAVATED SOIL.1O• MIN TERRAIN. STORM WATER MANAGEMENT PROVIDED OFF -SITE BY AN EXISTING POND. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS d IT INTO THE TRENCH. LL_ 12' MIN EMsnNc SHALL BE GLEANED UP AND REMOVED. Cal cc) TOE OF FILL PAVEMENT EXISTING SOILS HAVE SLIGHT TO MODERATE EROSION HAZARD PER THE CO l�SECTION A -A Pt1T� moT11 KEt R4 e•-s': RECOMMENDED FOA� PERIMETER FREDERIGK COUNTY SOIL SURVEY BOOK. ELECTRIC POWER, TELEPHONE, STORM, SANITARY, WATER 4 GAS SUPPLYo TRENCHES ARE TO BE COMPACTED, SEEDED AND MULCHED WITHIN FIVE (5) o I SILT FENCE COURSSEAGGREG4TE I ~To S MMDNTA` :[Ia'MIN DAYS AFTER BACKFILLING. NO MORE THAN 5J0 FEET ARE TO BE OPEN AT z L0 � A �' /�j, DISTANCE IS 6' MINIMUM IF FLOW B /^ t 1 _ IS TOWARD EMBANKMENT TRAPPING HENCE A JAC NT 0 TY 1A �. po I D E PR PER ANY ONE TIME. LU ,� a) Q 1 • MUST EXTEND FULL W7DTN .4-) 3d (MIN.) r� FLOW OF INGRESS AND EGRESS THE SITE 15 BOUNDED BY APPLE VALLEY RD. (RT. 652) ON THE EAST AND SHADY w G o A o �- PLAN VIEW ALL GUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) w o �t � _ .�� 1- * o r�N ELM RD. (RT. 65) TO THE 501UTH. THE REMAINDER OF THE PROPERTY IS DAYS OF COMPLETION OF GRADING, R L0 do I r F�o� -a OPTIONAL STONE COMBINATION tz MN. SURROUNDED BY M-I ZONED PROPERTY. L- PIPE OUTLET TO WELL III =III J" DRAINAGE SWALE$ SHALL BE STABILIZED WITH CHECK DAMS UNTIL E- 1" DEFINED CHANNEL SHEET FLOW INSTALLATION EROSION AND SEDIMENT CONTROL MEASURES VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH TIME THE CHECK DAMS PERSPECTIVE VIEW J" ARM. PLAN VIEW 1 ( ) I t.o I 1.sL SHALL BE REMOVED. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND RLMR CLOTH SECTION A -A SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED L FLOW DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT a A A W-7• ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATION5 OF THE VIRGINIA CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO a) o FLOW EROSION AND SEDIMENT CONTROL HANDBOOK CONTRACTOR PHASING OR OTHER UNFORESEEN CONDITIONS. IT 15 THE'. 2s CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO d THOSE SHOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND CONTAIN SECTION A-A/�� \ `t.l. +.�t,.�, . , °.. '. • '. GRADING WILL COMMENCE ONLY AFTER ALL EROSION AND SEDIMENT CONTROL SEDIMENT ON SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE W FILTER CLOTH KEY IN 6"-9": RECOMMENDED FOR ENTIRE PERIMETER DEVICES ARE IN PLACE, II I STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION yVD073, /357, /5, {�56 OR /57 COARSE AGGREGATE CLASS I RIPRAP CONTROL HANDBOOK BASKET, OR CONCRETE. POINTS A SHOULD BE HIGHER THAN POINT B. STRUCTURAL MEASURES 2. La 19 THE LENGTH OF THE RIPRAP APRON A3 CALCULATED 70 REPLACE SILT FENCE IN "HORSESHOE "WHEN RETNFVRGEv CONCRETE D2UN SPACE USING PLATES 3.18-3 AND 3.16-4. DRAINAGEWAY INSTALLATION HIGH VELOCITY OF FLOW IS EXPECTED MAINTENANCE 3. d = 1.5 TIMES HE ES TMAXIMUM STONE DIAMETER. BUT NOT (FRONT ELEVATION) SECTION B-B LESS THAN 6 INCHES. URCE: Adapted from WUHation of Straw and Fabric Filter Barriers for Sediment Control,VA DSIIC PUTE. 3.05-2 A CONSTRUCTION ENTRANCE (302) SHALL BE PROVIDED t0 THE PROJECT AREA ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE 51TE Ak Source: Va. DSWC Plate 3.18-1 errrood and lfyant SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 SOURCEE At.24PIM from 193J Maryland Rondards for Soil erosion and Sediment Control, and Va. DSWC' Plate J.02-1 FROM SHADY ELM RD. (RT. 651). SUPERINTENDENT OR H15 REPRESENTATIVE AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD, Z SILT FENCE 13050 SHALL BE INSTALLED AS SHOWNANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE ENE) ON THE PLANS t0 FILTER RUNOFF OF THE DAY SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENI5URE FROM DISTURBED AREAS BEFORE IT LEAVES THE SITE. THAT A GOOD STAND OF GRA55 15 MAINTAINED. ALL AREAS SHALL BIE H FERTILIZED AND RESEEDED AS NEEDED UNTIL GRA55 15 ESTABLISHED. 3.20-1 CONSTRUCTION OF A SILT FENCE CHECK DAMS (320) SHALL BE INSTALLED IN EXISTING ROAD DITCHES TO REDUCE R 0 CK CHECK DAM (WITH WIRE SUPPORT) TEMPORARY DIVERSION DIKE VELOCITIES OF CONCENTRATED FLOWS. SILT FENCES AND FILTER 5ARRIER5 SHALL BE INSPECTED IMMEDIATELY W AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. (?', 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TEMPORARY SEEDING 133U AND/OR PERMANENT SEEDING (332) SHALL BE PLACED ANY REPAIRS SHALL BE MADE IMMEDIATELY. TRENCH UPSLOPE ALONG THE LINE ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE 2 ACRES OR LESS OF DRAINAGE AREA: OF POSTS. SHOULD THE FABRIC ON A SILT FENCE OR FILTER FABRIC DECOMPOSE OR Compacted Soil DISTURBED AREAS. BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE, s„ AND THE BARRIER 15 STILL NECESSARY, THE FABRIC SHALL BE REPLWCED 3„ 18" min. ALL CONTROLS INSTALLED IN PHASE I TO REMAIN FOR THE DURATION OF THE IMMEDIATELY. FILTER CLOTH I �� i 1 -FlowPROJECT. 'w SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THEY REACH ONE-HALF THE CULVERT INLET PROTECTION DEVICES 1308) SHALL BE PLACED ON INLETS TO HEIGHT OF THE SILT FENCE OR MAKE THE SILT FENCE INEFFECTIVE. (OPTIONAL) - � -- � I (DOWNSTREAM VIEW) / - �) - IIII -'� tll 1 -- IIII STORM SEWER CULVERTS t0 PREVENT SEDIMENT FROM ENTERING, ACCUMULATING IN TRAPPED SEDIMENT 15 TO BE REMOVED AS REQUIRED TO MAINTAIN 5(®io G� / -' 4.5' min. AND BEING TRANSFERRED BY THE CULVERT. VDOT 41 /' r TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE. Q COARSE AGGREGATE TEMPORARY SLOPE DRAINS (3.15) SHALL BE INSTALLED TO CONDUCT GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP, FLOW2•, 3„ FLOW III a • -III I CONCENTRATED RUNOFF SAFELY FROM THE TOP TO THE BOTTOM OF ALL IF!! L IF THE GRAVEL OUTLET 15 CLOGGED BY SEDIMENT, IT SHALL BE REMOVED H 0 SLOPES UNTIL FINAL GRADES ARE REACHED AND THE SLOPE 15 STABILIZED. AND GLEANED OR REPLACED IMMEDIATELY. I 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BAIKFILL AND COMPACT THE SOURCE: VA. DSWC PLATE 3.09-1 TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) SHALL BE PLACED THE CONTRACTOR 15 RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN FENCE AND EXTEND IT INTO THE TRENCH. .XCAVATED SOIL. ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND A$ NEEDED TO STABILIZE A CLEAN, DUST AND MUD FREE, CONDITION AT ALL TIMES. OUTFALL NARRATIVE PHASES OF LAND DISTURBANCE ACTIVITIES b MARK D. SMITH 2-10 ACRES OF DRAINAGE AREA: DISTURBED AREAS. (� 837 THERE ARE TWO MAJOR COURSES OF STORM WATER DISCHARGE CARRIED THRU THE SITE. BOTH COURSES 1. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY. UTILITY CONSTRUCT ION o w ULTIMATELY DISCHARGE INTO AN EXISTING APPROVED SWM POND, WITHIN AN APPROVED SWM EASEMENT. 2. PLACEMENT OF SEDIMENT CONTROL DEVICES. �� C� 12� 103 s" - - THE TWO COURSES ARE DEFINED AS FOLLOWS. THE FIRST COURSE BEGINS AT A HIGH POINT ON THE PROVIDE SILT FENCE AND/OR OTHER CONREOL DEVICES, AS MAY BE REQUIRED, TO 3. OBTAIN INSPECTOR'S APPROVAL PRIOR TO BEGINNING GRADING `S'S CONTROL 501L EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED ARP46 OPERATIONS. ZONAL 3„ - A WESTERN SIDE OF THE SITE. STORM WATER THEN TRAVELS OVERLAND INTO DITCH "A", AN ADEQUATELY 4. CLEAR AND GRUB REMAINDER OF SITE. FILTER CLOTH / - -� ram- �'� SIZED GRASS CHANNEL, AND THE STORM WATER THEN TRAVELS IN A NORTHEASTERLY DIRECTION WHERE SHALL BE GLEANED, GRADED AND STABILIZED WITH GRASSING IMMEDIATELY AFTER (OPTIONAL) = THE CHANNEL PICKS UP ADDITIONAL SURFACE WATER AND ROOF DRAINS AT VARIOUS POINTS ALONG ITS THE UTILITY INSTALLATION. 5. ROUGH GRADE SITE. � � Ftoly � 6. INSTALL DRAINAGE DEVICES WITH SEDIMENT CONTROL. (DOWNSTREAM VIEW COURSE. THE CHANNEL THEN DISCHARGES INTO THE APPROVED SWM EASEMENT AND THE EXISTING 1. FINAL GRADING. ) III =III I ADEQUATELY SIZED SWM POND. PROVIDE A TEMPORARY STONE SPLASH PAD AT ALL FIRE HYDRANTS OR OTHER 8. RESTORATION AND STABILIZATION OF DISTURBED AREAS. POINTS OF DISCHARGE DURING TESTING OF THE WATER DISTRIBUTION SYSTEM. 9. REMOVE EROSION AND SEDIMENT CONTROL MEASURES WITH THE APPPROVAL. VDOT #1 EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. OF THE INSPECTOR COARSE AGGREGATE FILTER FABRIC THE SECOND COURSE ALSO BEGINS AT THE HIGH POINT ON THE WESTERN SIDE OF THE SITE. STORM WATER VEGETATIVE MEASURES STORM WATER POLLUTION PREVENTION NOTES FLOW �r 3" THEN TRAVELS OVERLAND INTO DITCH "B" WHICH ALSO COLLECTS SOME OFFSITE STORM WATER. THE STORM PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED WATER THEN TRAVELS THRU DITCH "B" AND "C", BOTH ADEQUATELY SIZED AND THEN IS CONVEYED THRU A AREAS WITHIN SEVEN (1) DAYS AFTER FINAL GRADE 15 REACHED ON ANY PORTION I. THIS SITE PLAN SET IS TO BEPREVENTION INCORPORATED PART OF THE STOR�'1 cc IIII I WIRE I CLOSED CONDUIT SYSTEM OF ADEQUATE CAPACITY BEFORE DISCHARGING INTO DITCH "D" AND ADEQUATELY OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (1) WATER POLLUTION PREVENON PLANS AND PERMIT. W SIZED CHANNEL, THE STORM WATER IS THEN CONVEYED THROUGH DITCH "D" INTO AN EXISTING CLOSED DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN 2. LITTER, CONSTRUCTION DEBRIS AND CONSTRUCTION CHEMICALS EXPOSED CLASS 1 RIPRAP SOURCE: Adapted from Installation of Straw and Fabric Fitter Barriers for Sediment Control, PLATE. 3.05-1 CONDUIT SYSTEM OF ADEQUATE CAPACITY AND IS THEN DISCHARGED INTO THE APPROVED SWM EASEMENT DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION TO STORM WATER SHALL BE PREVENTED FROM BECOMING A POLLUTArNT shmood It III AND THE EXISTING ADEQUATELY SIZED SWM POND, WITH NO ADVERSE DOWNSTREAM IMPACT. THEREFORE, IN SHALL BE APPLIED t0 ALL AREAS THAT ARE TO BE LEFT DORMANT FOR MORE SOURCE FOR STORM WATER DISCHARGES. "-I OUR OPINION, PROVIDING ADEQUATE OUTFALL. THAN SIX (6) MONTHS. E , 3. EROSION CONTROL MEASURES SHALL BE INSPECTED BY THE RESPONSIBLE TOPSOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE LAND DISTURBER t0 ENSURE THEY ARE OPERATING CORRECTLY. DISCHARGE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER AND DOWNSTREAM LOCATIONS SHALL AL50 BE INSPECTED TO DETERMINE Q � � WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTIW3 E-A �'OSION/�D11„INT CONTROL LEGEND FENCE DROP INLET GRADING. SIGNIFICANT IMPACTS TO RECEIVING WATERS. IF EXISTING CONTROL U) > MEASURES NEED MODIFICATION OR ADDITIONAL MEASURES ARE NEEDIED, I� ^ PROTECTION BLOCK �c GRAVEL CURB INLET IMPLEMENTATION SHALL BE COMPLETED BEFORE THE NEXT ANTICIPATIED c) NO. KEY SYMBOL DE5CRIFTION SEDIMENT FILTER STORM EVENT. �, 2 X 4" WOOD FRAME Q DROP INLET 3Pi2 CE TEMPORARY GRAVEL CONSTRUCTION WITH GRATE 4. THE RESPONSIBLE LAND H DISTURBER SHALL BE RESPONSIBLE FOR � � � ENTRANCE CURB INLET PREPARING INSPECTION REPORTS PER PART II, D., 4., C. (INSPECTIONS) AS Co p REQUIRED BY THE PERMIT. w 0 N 3.05 SF X_ >( SILT FENCE 1.5' MAX. J \ FRAME 5. THERE ARE NO KNOWN, NON5TORM WATER DISCHARGES ASSOCIATED) WITH W 0 301 IP <- -- O THI5 PLAN. O STORM DRAIN INLET PROTECTION \ 0 N r 3 MIN. �l GRASSING 4 SEEDING SCHEDULE GRA55ING 4 SEEDING SCHEDULE (SUMMER) p -+ O 3.013 GIP CULVERT INLET PROTECTION FESCUE Q 40 L55JACRE BERMUDA A 4 L55JACRE W W GATHER �--` RYE 6 20 LBSJAGRE MILLET Ora L55JACRE F- W Q AT COA 1000 LB5JACRE± 10-10-10 OR EQUAL FERTILIZER m 1000 LB5JACRE*- 10-10-10 OR EQUAL W W 0 3.013 DD � TEMPORARY [DIVERSION DIKE AT CORNERS - � FERTILIZER .� --, STRAW MULCH m 2 TONS/ACRE STRAW MULCH g 121/2�OP�S//ACRE � Cf)WIRE SCREEN CONCRETE BLOCK LIMESTONE m 1 1/2 TONS/ACRE LIMESTONE � -14 w 3,10 FD FD TEMPORARY FILL DIVERSION PERSPECTIVE VIEWS -GRAVEL FILTER `�' -� o_ EROSION/SEDIMENT CONTROL LEGEND L'? 3.11 RWD E�_ TEMPORARY RIGHT OF WAY DIVERSION STAKE O 0 I I WATER WITH OVERFLOW FILTERED WATER NO. KEY SYMBOL DESCRIPTION (1', t- SEDIMENT TEMPORARY GRAVEL CONSTRUCTION w 3.12 DIVERSION FABRIC i - 3.02 CE ENTRANCE Z (% > 3.05 SF X x SILT FENCE TEMPORARY SEDIMENT TRAP 3.13 IIIII I 1' MIN. I =- 3.07n STORM DRAIN INLET PROTECTION RE&FIONSIBLE: LANE) D IST URGER- " 1z 3.18 OUTLET PROTECTION - SEDIMENT rr_,A 3.09 �0 DD TEMPORARY DIVERSION DIKE NAME: Z 320 GD --' ROCK CHECK DAMS WIRE SCREEN 2" X 4• WOOD STUD CURB INLET 3.10 D FD TEMPORARY FILL DIVERSION #: ELEVATION OF STAKE AND -►�►- CERTIFICATION (D 333 So so SODDING FABRIC ORIENTATION DETAIL A 3.12 Q-♦..�-.- DIVERSION SPECIAL APPLICATION DATE: W 3.13 ST TEMPORARY SEDIMENT TRAP a, 338 TP 0-0-0 TREE PROTECTION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT 3.18 OP ® OUTLET PROTECTION THE RESPONSIBLE LAND DISTURBER CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY DATE: MAY, 2003 U LCG LIMITS OF CLEARING 4 GRADING SPECIFIC APPLICATION 3.20 CD -1�` CHECK DAMS IS THE PARTT' RE:5PON5I5LE: FOR o TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. 3.33 QO SO SODDING CARRY INCH OUT THE LAND D I STURB INCH - THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE 3 DRAINAGE DIVIDES INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE 3.38 TP O-O-O TREE PROTECTION ACTIVITY AS SET FORTH IN THE PLAN5. SCALE: NTS THAN 5� ) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT L QEXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT CG LIMITS OF CLEARING & GRADING CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS SOURCE: VA. DSWC PLATE 3.07-8 IN STREET OR HIGHWAY MEDIANS. DRAINAGE DIVIDES DESIGNED BY: CR L`o WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START SOURCE: N.C. Erosion and Sediment Control Planning and Design Manual 1988 PLATE 3.07-1 CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED 00 WITHIN 14 DAYS AFTER START of GRADING, OR SODDED AND PEGGED WITHIN FILE NO. 3676 14 DAYS AFTER START cfl M SHEET 3 OF 12 0 LL C14 "A (T) �'i 00 C) (y) 0 0 04 r-- IN (D 0 rr 2i w 0 (D C? I-T 0 P: w U) z w w z 0 z 0 0 D 0 u- 00 ce) 0 0 w ui w -7 N4127Se- 41PA F.M 711 .1 "n 7777 7-7,777777-71', TrMIT"773 —11177-77 "Trr"M 17,77 !7777 7" 77 T EX. 11,2!�- 5 ENE) T 1'vlAT%fJ,11R,A,,JE THRE.") �Sl"HEET cv 0 �o cv Lo co --I T�415 5�4EET FOf;R LDE�IOLITICN FU F-,FC5E5 CNL"�!11111 It CQ' co 50 25 0 50 100 xl'i N 43'15 7 5 p! co .,-# tab co cv co in I m SCALE: 1" 50' mill 12.111 6 49'19'32" E 1.2e'■ 64 9 > Q) o I C\l Lo C\j L- Q) N 40'15'37" E 1353.76' O EX, 22.!5' FEND 0,A N EX 5AN EEX 677N - �'�,A F"X C,�,A �C 444 EX 6,-Atl J�'\ 0-All - r�, 15,4�4 C-1 ,1I F V X A 77 77,Ni x 77771 E, E > N1 Lu � ou cX 0 0 4 Lo TO F--,E REMOVED PROP. 11.25' BEND 251 j5l� _X. E t, EX. ENTR'ANCE L -- 13 7.7.3' 1-4 r. Lo CD E-1) Rx5797hO' " FROF EG4 A x 01'21'40 C L EN = 13 7.73' 5 4.9 '39 2,6 E IZZ a) 0 BRO I Ex &I, 15AN. F.M.TO� EX. 45' 5=ND (a" 5AW F.M. w� TO 5- Ez R E'M� 0 v E r�) OVL FILLED FL EE 1,61- FROP E(a ED, PROF. 4�,' B 0 W1 GFOUT, CAPPED 4 I A54INDONED IN PLACE EX, 45' SEND5 TO BE REMOVED P� P Li �I EX, IN I,\ N "Ilz TO F,L- REMOVED EX. 15" 54N. r-EW,--- TO REMAIN EX- 15" 5AN'. T0----' V) BE PENOVED I I �, w I ,AN. 5EW. L =216.90' EX. 54N. F.M. TO BE FLU51-1ED, PILLED W1 GROUT, CAPPED Af.3AN-DONE-H) IN PLACE A = 06 '05 7 C LEN=216.e7' BRO=6 44'51'29" E GON5TRUCTION IDETAIL NT5 101 --- D15TF,'15UTION CENTS IA F- I \ � H PF =7-32.00 JL -J 252,000 6F. BUILDING TO BE FULLY 5PRINKLERED MARK D., SMITH USE GROUP=6-1 EK ZONED- M-1 U No,022837 X -44 TAX PARCEL 63-A-�,5 U V) LOT I 24.51 ACRES x I I ' (D5. 1349 PG. In) CENTRAL COCA -COLA BOTTLING COMPANY, INC. L PORT ION OF De. 1305 PG. 568 (NO 51JILPiNG& SITUATED ON FREM15EW STREET ADDRE65: NONE POSTED I ( I EPEE CONSTRUCTION DETAIL ry ff 11- (L ELECTRICAL r- ROOM m CrA II THIS SHEET ABOVE 1 PUMP ROOM E C6 I OFFICE E' EX. ro" 6AN. P.M. 11,534 S.F. USE GROUP B i .fa U I II E- E z I C;1 RAMP n Fl n Fl Fl Fl Fl Fl n Fl Fl n Fl REF. 14/AI,2 'i COLORED GONG, � I �� w o .�L _.r .'Y)• !tir ..fz..�_ ...�,� •�ONC- :, .A _�i.%' :.7_ } •.' 0 -44 t 1 Rt- ED 5AN. F.M. 12 ACCr::561 5LE (2) ACCE5515LE 51 N6 LE 0 V) PORTION OF EX. SAN, P.M. ABANDON VALVE 4 REMOVE WIL PER FC5A X f �I SEE GON5TRUCTION DETAIL I THIS SHEET REQUIREMENTS 75'BRL X. VALVE lu cl Q-) ---- -- ---------- --------- .. .... c REMOVE EX. STORM SEWER ANP/ AFF>U"ANCE5 MONUMENT '-d-1 L 5IGN iI Q EX. 5AN. MH TO BE REMOVED I PROF. 5EE C;ON5TRUCTION DETAIL _ UL SEW 6.F'0% THIS SHEET EX. 15" 5AN. x 5 4,9'1537" W 13693e' REMOVE EX. CURB TO BE REMOVED SEE CONSTRUCTION DETAIL THIS SHEET XX GUTTER AND '�N ASPPAULT -7- 03 E DATE: MAY, 2003 EX, FORCE MAIN TO BE x + 3 EX ENTR-ANCE FLUSHED, FILLED W1 GROUT, CAPPED 4 I� ABANDONED IN PLACE ROUTE 651 - SWADY ELM ROAD ------- -- SCALE: 1" = 50' EX RE EX-EF EX. DESIGNED BY: GR x xIl q p I M-- -- W-m- � J7 FILE NO. 3678 iSHEET 4 OF42 -NOTE: APPLIES TO ALL TYPICAL SECTIONS �II I� PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6. SOIL TEST � � I � � � � � � � � � � � \ / }� � � -�-•• � I I � � � � � �* � � � I I I I 50 25 0 50 100 �`� W OF THE SUBGRADE MUST BE SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED �l I I I lam} ICI �I uj PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. z SCALE: 1 " = 50' �" 1 2" 51" f- 12B (ASPHALT) I Z ;..:. :•.. ,:.�:.:.;:;,;�:- ; :::; ..,;: OR 6M-9.5A (ASPHALT) 2" BM-25 (ASPHALT)( 1 N 48°1537" iE W 12.1/' � 5 45'1932" E 120' w 8" 21-A (STONE BASE) N 48°1537" E 1353,76' I C\2 -t CQ CC) Co EX. ENTR NC;i I m DESIGN BASED ON GBR VALUE -. - _.. __.. - ---- --.. - -- --- --- ---- - - --- — _— -- --'- --- -- - -- �5'BRL- -T -- -- —.-- -- — _ ---. .._ - -GRAVEL AREA ��8" SEE DET. --- --._ h -%�� I L=137,73 � OF 6. SECTION SUBJECT TO THIS SHEET T x c\2 r s R=5797.60' ti COMPACTED CHANGE BASED ON FINAL TEST '�Y��r"��3 vr'1r< � ��ia?"u -�-�-c •°) � I � ��� �� <'. "' G LEAV=137.73' W n� 2 4 SUBGRADE OF ACTUAL 5U5GRADE MATERIALS. d� k s~ o {.:: ., ... PROP EG PR '��+_ 81F�Z=S 4B 38'28�� v GF' r, �� � � � �a4 to COMPACTED TO 95/oDENSITY yy, � t •� s � J 4 w � At OPTIMUM MOI TU CONTENT b r 7,. U P L7 . T ' y 7 "i VDOT vTM 1 METHOD) . .,. ., .. { ..: .._. :.,.:�. .. ..�..• :•,..,.�.<. ,•..._e.,;.. _ �zxw{ .- :; . ....'..a .R' s{ :`{. ,3 i. >. 1} ,fi DETAIL AY M NT AREA 1IA11 PROP ECG > (NOT TO SCALE) " c. 0 Dt-pvmt CG-SEE DETAIL w to CG-6 CURBUT SHEET 10 �;`' J %i r� ' 1. •.�:�i`.�;j 4" 21-A * CC -SEE DET IL t.{ a,i•;..:t.:,>.i�:,•-;.:wv �f CG-6 GU T 5H T 1 ' CURB GU EE 0 �I � —h" 21-8 (STONE BASE) A a 1 � 1=1 � 1=I I �_� 11= ; � ' • �. �, ,: �� > r ''' l �I I L=216.98 Z III III' III III=' ,{ 7 A=A06 DESIGN BASED ON CBR VALUE 125° n H v OF 6. SECTION SUBJECT TO „Ir;��.�,* �,t��� GLEN=216.87` COMPACTED CHANGE BASED ON FINAL TEST ,. . a' ',g I \ 13/c?6=5 44°517- W SUBGRADE OF ACTUAL SUBGRADE MATERIALS. COMPACTED TO 95% DENSITY 4 PAVEMENT AREA "A" SEE DET. AT OPTIMUM MOISTURE CONTENT` ';h THIS SHEET VDOT VTM-1 METHOD) iz CC -SEE DETAIL. ry CG-6 CURB CUT SHEET 10 DETAIL GRAVEL AREA ��8�� �� t (NOT TO SCALE) ._—= X. ENTRANCE: F�0�'O&ED D I&Tf;Z5UTI0N CENTER' f wa H 2.5" SM-12.5 (ASPHALT) OR SM-9.5A (ASPHALT) 4.5" 5M-25 (ASPHALT) 14" 21-A (STONE BASE) GN BASED ON CBR VALUE "l ,. SECTION SUBJECT TO v\GOMPACTED CHANGE BASED ON FINAL TEST SUBGRADE OF ACTUAL SUBGRADE MATERIALS. COMPACTED TO 95io DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) DETAIL FAVEI" TENT AFEA "C" (NOT TO SCALE) " 3000 PSI CONIC ITH 10X10 WUJM " 21-8 (STONE BASE) N BASED ON CBR VALUE �. SECTION SUBJECT TO "--COMPACTED CHANGE BASED ON FINAL TEST SUBGRADE OF ACTUAL 5UBGRADE MATERIALS. COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) DETAIL CONCRETE AfiREAs (NOT TO SCALE) Dt- 75' BRL PAVEMENT AREA "C" SEE DET. .�:• .,•'f Nf GIIB� ROM 651 - SHADY ELM ROAD - ---PJUVARIES-- -- --- — --- --- - - - - --- - b-MP-H- --_ --- — -- - c� EX. ENTRANCE CC-5EE DETAIL CG-6 CURB CUU SHEET 10 Lu �l 0 GC -SEE DETAIL CG-6 CURB COT SHEET 10 GC -SEE DETAG-6 CURB ClU; SHEET 10 01,561. 39.jg MARK D, SMITH No.022837 SIONAL cr w z W (a) z o W � E- �O D �W W cl) W cc O u DATE: MAY, 2003 SCALE: 1" = 50' DESIGNED BY: CR FILE NO. 3678 SHEET 5 OF 12 THIS SHEET FOfR Dlt-IE SIONIN� fU f05E5 0NL�1111 50 25 0 50 100 x SCALE: 1" = 50' I t �1 TAX PARCEL 63-A-585 ZONED M-1 X CENTRAL COCA -COLA BOTTLING CO. INC. lu USE: LIGHT INDU5TRIAL �� 1 1438 AC. I2 fL I dl 24' GRAVEL FIRE LANE 1 I N WQ � BOLLARD lll/ GRAIN I (TYP) SEE DETAIL` TH15 SHEET I I ` -� Opp FUTURE TRUCK LOADING AREAI I W�u�61 r Cy � � s I � G 215.15' 1 I0_ X O GI I I _ I i GG �� y( 15' BLDG. FUTURE f5U L D I NG 1= X f =AN,5 (0I TO P.G. (TYP.) S' (TYP GG I IA 5EPERATE SITE PLAN SHALL BE REQUIRED FOR ANY FUTURE 10' (TYP)-�I BUILDING EXPANSIONS OR OTHER IMPROVEMENTS SUCH AS FUTURE LOADING AREA 1 I (OOO O, y G f FUTURE BUILDING GG DETAIL NTS 6' die. schedule 40 steel pipe filled with concrete - and painted yellow d / Z T .39% � (TYR) C0 351 CG-11 Y\ —r t. ,W` Y ` r , i;� . ^` .r •!P A� . k � e. �; 4: i^. � .S. w � �_� '.>' .. 1' • t. � ..>r' c �� z8 12' l Y J 0 r I' HIGH CONCRETE CURB SEE NOTE ABOVE ROUTE 651 - SHADY ELM ROAD i I r M � Him I i { I el I i I I I i I I� 229.38 --•- �I SEE HG DET. I � ! i TH15 SHEET x OU I II }ZW �I !1 l„ jjj W uX,„ e TAX PARCEL 63-A-51 ----------- 15fd.55' -T- 129.45' -T- 112.01' GE LONER G LLG DESIGNATES FIRE LANE BOLLARD WITH CHAIN PAVEMENT TRANSITION USE: LIGHT INDUSTRIAL **5EE 6 EETr 8-NOTE 4** Figure 9 14$2 AC %g JELLJ �j �W QNd's W 1-4 Q� OV w w Z wIN a CQ ,o � .� � co ad a u7 r—d • r—i 0rn 1 Z x LO � w �) Q w 0,LID Qx �0 La N w m � r~ a) o ow fn w z z d CL Z 1n 5a 14 0 1 m � m Q � G Nv V Uv ARK R. SMITH No.022837 )94 SjONAL Cr w Z w (0) [--� z w O D a� m w � Cl) Ir 0 U DATE: MAY, 2003 SCALE: 1" = 50' DESIGNED BY: CR FILE NO. 3678 SHEET 6 OF 12 IN DITCH 1"A" W . , Z N 485 37 E .. M // I / / II \\ ~ \ \ t �` \ , \ I I, - i'! l I i I I ) , 5 49 019'3211 E 1.28' N 48'15 37" E 1353.76' %� -"=X, ENTRANCE -192 25' BRL '188 -" ` 83�` �' 764 794 792 790 _ --_-'-•- �: 1S4}86 ' I R=579760' / 788 '- O.55' SLOPE 0.5 o SLOPE -� rC-F((F-/ ji88 PfzoP ECG \ �>_,, �� ` i� BRG S 148 38'28" E \ IQG r X. 790 .�.� i \ ! \ BOLLARD W/ / J •- 1 \ PROF EG I CHAIN (TYP.) 07) fQOAP 8 G 1 � 1 MIN. I m / 61 9F¢'- ' / 9 P 8 GG I I " COO L =216.98 l _ G LE 6..8 Z SR6=6 44!'S1'29" E Lo REPLACE a LJ/ D I -1 TOP FF�Of'OSE ID ID15TfR15UT I ON CENT" 252,000 S.E. [ , I { BUILDING TO 5E FULLY SPRINKLERED E�-. ,- 1 j USE GRouP=5-1 91� / ZONED: M-1 , / 90 I \ I 9 91� ,. \ TAX PARCEL 63-A-58 / W I A ! N \ \ 1 l s ,� LOT 1 / 90M C \ ' i - 24. 15 ACRES / EP CENTRAL COCA COLA BOTTLING COMPANY, INC. IN, __ 1 PORTION OF DE3. 905 PG. 565 . / ` \ (NO BUILDINGS SITUATED ON PREMISES) ! \ O 0 \ \ STREET ADDRESS: NONE POSTED I I III I ROOM RICAL 9}� X 4`- I I / I PUMP ROOM aP / 4' MIN + I { I Ep OFFICE _ __ �'�"'�, ,,r e `` ,� co , t �� 11,534 S.E. 90 c -- , ;f� �\ { ' (I ! • .-s � � 1 r USE GROUP=�S I I I e� .... —• --- -- -`, \ � •,,.. - '� OFFICE � / `' �., ,� —' CONC. RAMP ` `` - .._..,••' / // ' ! �, !I ° TCP 11511 REF. 14/A1.2 88� COLORED CONC. \ / 1 •� j M1 ! � +_+_ _...• ._..._ -.__. _._ ._ �d- r .ny .. // .. S 8. .. .. ° : ', a.. •. •_ ,. ,... ^•. 'i ^.� • t•'•^ � , J..' �. �• ,,.plSG 1 �° ^ ^ ",~. I _.ri• • .. 1' ,,1._ • •.R ,d ,. .. Tm• • '� •tiff_ .i •S d'4/ tl.; ", I °•a. ;>;••' Y. `..''`:J-1*�:.`�-.y'c`^'•S. 'X'.• .1r^ Y�'` .•>�•.�..: 1. .1_3•,.' (t^' l :I I !: n•� � .r' 88p - 'F"• .'y • ., - 'i: ,, ' � �j _�,��`• _M1 :•«•k• _ r.. - 1. .a`• 1 I r <. • a,,.«,. - -'P _-_,..•:,i-•': J FYI { / //� L GPOLES ., o' r • ra ' .I' r / r. 1r= / -:i j.. Q 1-• ^ E BL 1 R• i - rr"' - ra .✓.•• SIGNS .T� G � r A / I O W B 1L D :�::• �P CI�141 'TYP.) 8QP 8( . _ _ .•;; :• .:.•, � - __�_— �:rr �. _ _..� _ �: =� ' ; f _ _ �; _ _ _ 8 m / I P 8 _ 1� 1� xi PROP. 10' 3000 P.S.I. '' `' --„ r 2' CUR5 CUT >x ( CONC. DCt4 STRIP MODIFIED 12 CUR �b \ _ 0 00 8P ��a -P 6� ?: 12"(H) X 12"lW) OOro 0 /o lu VlY '7 '•1', .r y, .f,. -,erg; 82� ~- 8 X J3c�BERM 1 - / i8 DITCH //Cp3 ki _cG / ( 186 - 9 Wc\? o � to CC) CQ C d Q i cv� m �� Z4> x W � ) W o0 -� a'r) Lo Hw (f) VI (L) o w� L 11 v1+ U MARK D., SMITH 9 No, 022837 IONAL a: W Z W E- Z E..> w O1-4 P-4 �0 WO E­4 C-) Q m � U - "184 154 -- -- S _ 8 - W 85 r x. I��; MONU EN Ex.tuu Cx.F�—__._ _ �1 `� ' / Ale -,NJ,( 1 �—--EX. p - cI i�. ,i' \ �E♦, r ! 784 '182 - _ c.�. ,- - _ -- - - -f f82 > u! $ _ o J\. o 80 t EX. ut Ex. UP - �. - _ / `- Ex. _ 8 x u� "- O.Sro SLOPE \ _ � 2 - UP - REPLACE Ex. ,� � w - -_---- _ - -- ---- 7 - - - - - - - ------ - --- - - --- -- -- ---_- -- - - - - ...'; - -- -- --------- - -- _.. _ _.._ 8P� --_ _ - --- ---- ---: - --- - c Ue f _ E- .� F- -El [ - - Ft _ L __ , . _ ;, - -- F U1T'?7 1 --- - u4 G ��- u� E - ' TRIPLE RCP IV m /o - (L� ! 3 = Uz"Ifni= 1 5 48'l5'37" 111 1369.30' 8 P 64r / 782Z[Z S�1 X x8 x 8 r 8 EL. 151.50 I / I �` DITCH �ID�I ------ ., / Q ' . ST l; I MODIFIED JBf-.l\ i - --N tlJQ mot` , .. � TOP = 785.83 '�� ••'za IC-cN � �. _ TLJ 0 �, , / 0- J^ j X - _ � •-1 v. IN08L95(3O"X19"J�, ,� - � , �. LMT SIGAd� u1 X c4_ ,,i 01'S6'03" E `� \ .�'.,+^. .'srs�rnr=ss ,.- ,.,.d.' A'SI..;aa=eR:1..- .i-•— xi�v = °+, cV ..,.,, ..w: , --c-='EFE -r "^�.� .. .. f�X. ENT«:daNGf= X Lux �- _ _ _ ul ------ -- ---- -- - - — — — - --- - ---- —'=�- --- --- _ ._--_ �� ,. ROM 651 - SHADY ELM ROAD . — _ -_ _— --- ----- —_ -- — __ _ — - --- - -- -- --EX.-Ep-- _ __ — _ -- --- -- -- --- - / —E X. LPEXEF' -,- -r L f' tt EX.'iELE MH E , i W - tt EX. �Ja ✓o --- --- _- -_ tt X. L EX. LP , _ i o �r - ----- T - -- -=_ -�` _� _ _ --�� - -� - -- -��-- - ,---.->' ♦r —- x. Ui� T ---1--- -1-- "I -- T-`----- T T T - T EX W/L IN THIS AREA TO 5E RELOCATED VERTICALLY AND HORIZONTALLY AS E ux U - AS REQUIRED TO INSTALL PROPOSED STORM SEWER 1 '' DATE: MAY, 2003 DO NOT INTERUPT SERVICE TO DAWSON INDUSTRIAL PARK DURING HOURS OF OPERATION 50 25 0 50 100 i2a SCALE: 1" =50' SCALE: 1" = 50'� N X w DESIGNED BY. CR FILE NO. 3676 SHEET 7 OF -12 w U M N 00 0 (M 0 0 N P— N 0 3 v F- D 00 N 0 M 00 0 H w U) z J a z w w w z_ (9 z w a) c 0 U c 0 0 0 w 00 ti 0 vA 0 , . •'•O. y, Pa ..,s� � ''"?' .e ;{3 ?�x%Safitf ` Et__ -��rd k, : r , � s > > ' .a < •".v •,t. ...``- E w.,Y:�. I�"s�'-,�•s� ^Lre.. CY'.t:� }a:.v;�,t.F��41�"#ta s#"> :. wx: ~_. ,.�-x, .� ..., .....t.�: 'f,..:� .fls . <� POOF,' 251' - 8" SAN S W V , 0% _ uj 50 25 0 50 100 + y--'�--' .-.�- �;.._ _- _ ..._ -.. e ..••-''" .. �� ,� � 1 I � � i .-- '" ' I L r--GENI-) v 1 I y UF=LI T ILIT`t' POLE ! I I 1 SCALE. 1 = 50' GW=GUY WIRE , 1 .•.... ' '•- ,.•.- \ } \ r � 4 I 1 � \ (�' I \` 1=H=FIRE I-4TDR,,-`T , yl_M . ► i ,, i I I r Uj � =WATE_VALVE "`° � � \- -� \ 7 � II Ii J ! I ( \ I WM=WATER MET1nR. NOTE: I I LP71-10PT POLE Ex. 15 STORi'1 i{ i I I ,- i ,„ W y Crti""I=CxAS MARKEi: '"" -.. E>; �" P`"I- SEWER ESMT. •••., Ex 6" FM— \ � \ i I 111 1, I N 4,975 37 E o ,n AF'F'ROX. LOC. APPROX. LOG. PROP 81'-8" SAN SEWS 0.50go /Xv STORM t j' ► ! I i ' , � 12.H' � -4 1. ALL SANITARY SEWER PIPE SHALL BE PVC-SDR-35 OR PVC-SDR-35-HEAVY PIPE. j / I \ v \ e / SEWER ESMT. t JX 5 49'1932"E I2f8' > `4 / I — — --- — - -- -- - -- — — —}--- --- ---'� i ° ' \ fII _ - _ EX I - �. -• ,Il EX. 20 STORM o w 00 2. ALL 10 PRIVATE FIRE LINE PIPE SHALL BE PVC-C900-SDR14. ALL JOINTS, FITTINGS AND --__ - - _- - - -- N_4,0 /537 E 13✓3.76 _ __ _ - __ _ _ _- \ \ l / _ ----_ _ 1 y Q ,~ AND APPURTANANCES SHALL HAVE A MINIMUM 200 P:S.I: PRESSURE RATING. _ �-- - - - ----=-----=,T.,�--- ---- - - -= -`---- = = --- ____ _ ____ -- -- --_' - - / SEWER ESMT. � GCD X S, Al------ E;1 C ,1�,► --- E) m ��i,� 1�� -- ESL �+��N --- ) : S��,N -- � AN •—• X S���i� ---- SA�"� � --_ . - � , � ..� �sx.r�'s � �� ,� . _ _:�. � ___ _ � ... � � -- - x� � � n _-�- c, � - . _.. � 1 „ t °�,° I rn \ / E X � A h � X k , . l ED 6 �°� Eft 63-AN E �.,I 1 � .� � � In' �* v /'�N F-.,x =�,6, Ex �v-Ahl � -- �� �r� , ; - . 3�o RGf� 3. ALL LOCATIONS OF EX, UTILITIES ARE APPROXIMATE (HORIZONTALLY AND VERTICALLY) _ _ _% _ _ �- - �� „� �x ,., . Ia _ ` o �---- - ---- -- -- -_ __ — "�,_i, � `__ - _-, a� EX ENTRANCE � � -4 C\2 AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL LOCATIONS - ' -- 792 }`� 25' BRL J" 788� - - -~' % EX - 'P Z x 'n cat OF EX, UTILITIES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTINGI9 �96 --------�- _- -_......__...__ _..__-igID__ _._ _ _ . ______. _... ___ _ __.__-_\-___ ___. _ � .____ _-._ _ ___ _._ .� L=137.73' UTILITIES AND RESPONSIBLE FOR ANY AND ALL COSTS ASSOCIATED WITH DAMAGED UTILITIES 194 7 "` A ts�� j W �' °' o --T- 792 �90 788 �\ \ �� PROP. 20 SAN. 6' ' ��.,�- I, R=579760' W o 4, FIRE LANE MARKINGS & SIGNAGE SHALL BE FIELD DETERMINED BY THE FIRE MARSHALL S , ; % \ J \ SEW. ESMT, 0-01214� 4 ,n OFFICE, THE CONTRACTOR IS RESPONSIBLE FOR FULL COORDINATION & INSTALLATION, / 18 NSTALL/10"XiO" TEE / �86 1 "186 , � c >8 ' � X. C 6=6 4 '3' o 8 / i='ROP EG \ �� ` , � • I 8 .;; �:=' e � ` �a` BF�Yr=S 413°38'28 � j •� � 5, THE ACREAGE OF THE DISTURBED AREA IS GREATER THAN THE ACREAGE OF THE PARCEL / G LYE 4 2- PLUGS \ _ �, G / + 15_" 5 0 1-1 E- DUE TO THE FACT THAT THE SANITARY SEWER LINE IS BEING MODIFIED OFF -SITE, / s , EX. 2((��' W/L ESMT. I14 a SAN SEW, o.5rd�o Q ( - 'I90 TO E3E YACHTED I PROP. 6 l.U/L H \� BOLLA F'RO, E� ICNA IN ,T �— / / I 4X „ � r �~ O a� o =1=h! 2(a''W/L.ESMT., I • . PLOP: PRIY�TE 1=1RE .LINE•) / =_- y — -- :1g 0 18+�� • +00 + T 13+ 9m' BEND / r I I r 19+40 14'+0(I>� ej o r. PROP. S" W/L „L„ 1 I I t~ ` / \ i I ' / -► 4 12" PVG -° PROP. 8" W/L w v� Ex 15' STORM 8" PVC 8" PVC / 8" PVC 8" PVG G i 8„ PVC cn I I I SEWER ESMT. , I /{ i , / . I ► �; I � �� ,\ �� �:• _ .. '..��• � I i, , I \ it , , EX. 20' STORM SEWER ESMT. , I i -- _ x ` �' wi i i L=2I6.938' O ......� f2 I \ } PVC B �I C LE 6 8 W C;, , B,�G=S'7 44 51 EX. 20 INo EX..•.•-- j I ' + I `. ..1l°% REPLACE ► y r 4 \ EX. 20' W/L ESMT. V , ) WELD. labo ?O RCPX. ENTRANCE_ I TIE INTO EX. 1= w 12 p ' W/L STUB Ou/T/ F' f'�Of O&E D DI TfR I f5UT I ON CANTER FORTION TO 5E ACATED <---".� `,W/ 1-45° BEi�lb � EX. 20' 5AN. 5ELU. Ea 1T. ` , . •/ �' X. \ 8 I _ y \ I 252,000 S.F. \ - \ - TEST I OLE fREQ'C 1 } y 1 y \ I BUILDING TO BE FULLY-SPRINKLERED `- __ I EX. 2?0" W/t USE GROUP- S 1 I i J -1 I TH ZONED: M-I TAX PARCEL 63-A-58 t �� T1 �' I Ix ,x 24.81CRES '� �(� \,� , ^p)`�' I 1I1.1 1.1.1� \ (DB. 949 PG. '119) Q 1 V ARK D., SMITH CENTRAL COCA -COLA BOTTLING COMPANY, INC. 8 PVG o I I �e,r� �' •d PORTION OF i NO.O22837 w 'w \ (NO BUILDINGS SITUATED 905 N EM ! PROP. 4" SAN. LAT. I,�, y i LD S S DATED ON PREMISES) G �" I i Ix O STREET ADDRESS: NONE POSTED CONNECTION \(p 1 .. ( i i I I EX. 20" W,1 T INSTALL 10" GATE VALVE OQ ' r 14 J S'Ip yl j 1 I y j I N ❑ T E IFCSA ENGINEER TO APPROVE ROOM IL ELECTRICAL r Q¢ / �� (� i I (� � AL /MATERIAL $LAYOUT OF DOMESTIC m °' 2 ,� �, --- w � � I � / �' } - I PER THE CLIENTS REQUEST, THE SANITARY MANHOLES "H° / PUMP ROOM _ Z �( Iul r -- WATER METER 1=1RELINE METER „ �, 1 PROP. 10 W/L G tQ� a4 WERE SET AT AN ELEVATIO�THAT WILL REQUIRE ANY FUTURE SANITARY WITH BACKFLOW PREVENTION — — - I SEWER ASSOCIATED WITH FUTUR BUILDING EXPANSION TO BE CONSTRUCTED ASSEMBLY. S MESE GONNEC:T UNDER THE n FUTURE FLOOR SLAB AND THEN TIED INTO MANHOLES?, \ _ u- W I I E EX. H AND K AS SHOWN HEREON, \ _ ( �� w { I !� -' I 10 Il \. _. _- 8" PVG 4 f 1 s O Q PROP. 4" SAN. LAT. j _> / X. CONNECTION ' / u f \ I I / / OFFICE o\ \ Q- 1 I 1{ I ) >\ ROOF DRAIN (TYPJ / 11,534 S.F.- !L ( l I t I R P y I I y ! y r (FINAL ROOF DRAIN OUTFALL SIZING TO BE USE GROUP-B THE RESPONSIBILITY OF THE ARCHITECT) EX. STORM STORM WATER I Y \ -. 4 ( \\ \ _ 6EWER E i I I MANAGEMENT EASEMENT I j EX. 'p OF GE , PROP. $" �W/L "N" PROP. 8" W/L "M" / - 5 I I EX. 20" W/. J ! H I >EX I it 0 8" VC _ 8" VG-'----� / 8" PVC STALL 10"X10" TEE + r PROP. 40° S SEWER 0.50io fi` g0° I i I i GATE VALVE a 2-PLU /- O <C PROP. i0" W/L "B" (PRIVATE FIRE LINE) OF. 20' SAN. � < t � X. 20 W/L tD SEW. ESMT., ' ESMT. a . , „ i I i I I i CD Hi IV BOLLA D W/ \ _ _ ---788 _ I ry a W O _ -. j i I I I G1�1AI ITYPJ \, „ „ / U EX. 10" W/ll _ ? I I �, if T � w � E-{ U ROP. �01 W/L F ( _ _ I !iR .I }� APPROX!LOG. Q i r ` O D �I ! } H I` I j Ii AlAk / 12" P�C EX. 20' W/L ESMT. � � � _ �41 in TO BEeABANDONED � - - _ _. -- -- �� t Ql� U } 0�I i ,� V _ , I Ex. 20' w/L ESMT PROP. FH r i TO BE VACATED �„ SEE SHEET 4 1_� x _ NOTE" � �. ij0F 7f . c f PORTION OF EX. 15' STM. SEW. ! (' �� � MO 4 RELOCATE i - �:° E Jv u� T • --� = = .4 � '-' I { I I '' y /_ �It Mr. To BE VAC,AtIED �' X. F ASSEMBLY - — - Qo `� (� I I IN TH15 AREA { - - --- __ � � _� -tom -- « � E r _ � � - � �>� �I wx= J I y I - y 78$ - -�` - _ �� 5 ---- - --- --- -- -- - __ - `� __ __ - - - -. -- _ __ ___ - - -- - AS SHOWN -.. - - -- - _\ `_ ! �°' J. iu w� I-- w 0 x W Q U ..•_ CONSt�'UCT I ON � J yy gl _ -- - • _ .� ._..-..... _ Ii �„ W/L "E' PROP. 20' EX. i��Pz ,rp"_W/L „G„ 1 ro� ` �� �- m w f� I - - �- r DETAIL S� r J ly I \ \ I -�— --18 - a� _ _ . P _ W/L ESMT:_ _ 12A -•PR- 20'� �-- _ i �p :4 ► I - h - - - � -M __ -E E-aeP, _- - - _ _ _... 4 ---- - W/L SMT. E II N / i PORTIO OF SEW. �.' 12 -- --�- - -� "r - - - _ ._ 8 --- -- -- -- _ cn EX. 20' W/ 2�, �� �� C3LE-RI=G2 D �- - _ _m. - �- -- I I x i - ' 1 ESMT. O B VACATED EX C ' -m�-. _•�• LL e EX t1.---•--- X t0' `„ 1 '` I / I I L / / \ E E e � �)' U - 1 .� Ex 20EW/ SMt. c 1uV EX t!' EX 4U EX t! )✓>�ti) �2 I ( EX. SAN. t=r1. / p / ; — - > X. v — iM (,•}I I 12" P A CA . - -- -- W. „ „ t� o x - _.- __._ --1- -782 - - - - _ _j �a62?-t R EX. -�•- X. RELOCATED /o SAN. PROP. 12 W/L P 0i �3 _. - ' ' / WL='1`13.3 1 12 PLA ` � �� � E� tU ur- � EX. UP i�'a EX. UP R_ . q �w U�11 i J I r , EE I w — —.� - _ ___— _ 18�! — _ GP REPLACE Q EX. y PORTION OF EX. ro" SAN. F.M. _ % — —' _ cc J I J \ I -� 4i?/ 105'�30" 19"" TRIPLE RCP GL IV 0 io - - - (L� j SEE CONSTRUCTION DETAIL SHEET 4 � ur `ta?ri71-) — 4, �.. fzGE' • S 48°1537" lU I36938' EL. -15IB0 \_ / TEST HOLE REQ'D. f \ SEw>I R s Tom. '� �/ �� EX a[ j ! ` PROP. 20 l EX. 20 ST / 49 If -18� 1{- ut +0 - y / I W/L ESMT. / SEWE ES MODIFIED MODIFIED JB- \ \ ,/ 40 } , { r // = O EX. 5MH U: i - - a -_ f� TOP = 785 83 h �d w// -� -51GN� LL TOP= 1 1��.14 / - _ I — \ i \ I1eJ1V:fJCTi=�81.15(3s'� 19") �.-- C� &PEED �+ i� �/ ��� cw 5'N �� '- LMT 51GN x igci5 ' - ��� "" 15�' RCP - ,,� ,0/°56 i INV=Ifo9.24-5"IN y \ INu=i68.0 4-�°w I �-- - — PROP. FH -INV. IN='I81.95(3fa"X19` 51i '' _ — \ INV="168.�2-12"OUT ._...- '-!, -- ._... — ..._-. -- -- ��._._= u n u -- —_ —_ _E">�-(JC- ems __�•,, _`sr��:..•�.-..aaa�� �._�_ � ..._._a=<v�..�:a�j// \ r"/ I _ _ PROP. 6 W/L D �' EX. ENTRANCE X w � MOVE $RELOCATE` /, . x w X 780 .-- — \ EX. FH ASSEMBLY �. --- ROUTE 651 SHADY ELM ROAD -°----- ._..._.._ __ —EX.`sA11I rTo B€ REMOVED ,\ \ j I I y\ i - _------ — —a - -- ---- -- _ . _-------- — — _ — _ "- SEE DETAIL SHEET 4 _� _ - __ - .-- ..-- r- - AS SHOWN r i I—�.-.----- f FX. En - EX. _ EX. EP __�7___�H— —.•` EX, CP ._ - EX. LP Ex. L� ._. __ -._. -- ---- ----- • - r- EX, L .�-'' DATE: MAY, 2003 EX.`TELE MI�I `~pan Py. r: EX. L,P k EX. L.P —3F- x----- --- - - _ _,_ =-- -; r% •- )E--- ===-=j* _. ;- ----- - -__ - - ;F_ -- _- .-?c =>(=" J T EX. 15 SAN. \ \ y �'' i ff l \ -- TO BE REMOVED \ X. LI -- ( --- T ------ \ _- T -_.-__ T - T ----- T --- �� '� SCALE: 1" =50' SEE DETAIL SHEET 4 \ \ I I ( } E UP y III \ \ � EX W/L iN THIS AREA TO BE RELOCATED VERTICALLY AND HORIZONTALLY AS - PROP 251'-8" N SEWS 0.5r, \ , AS REQUIRED TO INSTALL PROPOSED STORM SEWER DO NOT INTERUPT SERVICE TO DAWSON INDUSTRIAL DESIGNED BY: GR ,1 y'irrrt I a 1a ,E� tx PARK DURING HOURS OF OPERATION r an 7 t ,at I t L r,> y FILE NO. 3678 I ..,I,..a•,.._ I uk:... _I I fif, ti? #Q MATCHI LINE IE TH15 5HEET [SHEET 8 OF-12 C) I I \ x. �el" FM ' EX. 20' SAN. SEWIER 5M"r, EX. 5MN(1==UMP STA) -- -- ----- ------- -fix TOF=000.06 -- --- -- --- - '---- - -- ----' -- - - ------ - C -..!�1'v�t�AA _ \.s/,,�p _ s 6 _ __ a r f & pR, A [ N ----�- ��p/ ��++ qq !! lvi�,pp �r \ 4 � - � y., � Sk v . 'v7 i� "'A\ tifA'+ .�,�i tiAF`•'i S -°.F'a .dh � d\ a+ 4r I •'. 1`+8" o- -� w A Y SIN "-�� ,°.. �w� . � a� .� . N'----'- a-,. �l try---- � -1132 1,5,3 / -EX. 20' U.)/L Ee,MT- ` Cal I Y CIO XI i� t- I I X1 (P I I t Xr� ;!�-AIqa Ul ~t I �lV 7 X 7 f.j I EX. 2 SAN- 5EW ESMT. I i X.. 20' ,/ >� r17'. u L • 1, , iX \ EX L EX W 1/2°IRr- laa -1 7 �6 E >t-W urn--- EX W--- EX W T1-- _--- -- - ------ --- -- 1-- ----- ---._ 1 -_ O WHITE PINE O = PIN OAK O = FORSYTHIA l 1 3- I EQUAL O ow o Q 5J QLu O O q< w EQUAL TYPICAL BUFFER SCREENING DETAIL NOTE: TREES ARE TO BE PLANTED ALONG THE TOP OF THE PROPOSED BERM. THE TOP OF THE BERM IS TO BE A MIN, OF 4' WIDE. EX U1 W 0 B LL i )'L CPA�CTYP.. I EX, 20' LU/L ESMT RB DK 8 75 , 410 . ...... FOR,rioN OF EX. 20' W/L -� �- EX Ill I= T. 'O Fa vAG.ATED u ,/ r x W --- E X W -- - F=------�- f- f/--.- - - — 5 43°15'37" W 1369.30' • TEST POLE m t- WM=WAITER METER LP=LICEHT POLE / CxM = CsAB MARKER EX 61, F-111 EX (o" FM APPROX. LOG. '\ APPROX. LOC. PROP 81'-8" 5AN SEW x 0.505o - - -- - --- - - — ° --- 15 37" E 1353.7'0I 'i 1 O 0 O s v R f e C' �_�_,-p�'�L, a. ` a� / Ji •I..-.• �, }��+,� �^ �,' �v 1 g� pit, � ��! p1�' ,s� qp �»y,�o � g,,� p� •�`' 'tjFl`2 -� dam: r"ti '+�.1'��d d.. F`�, ^.��I�-"�- r'\ +,.a. �,�'L �<F''i a.a F+..e. •f &:+f'! ae�N'e-_", 7,y,�6"-. y;JNt'^'iN ""�".'" 3w o.;iY`�'ti'"�"_,-"" w,a1 t�F•w'?d �E �' d0 t,�+v �7F "��...""- l�+s'•'n ad>� '°- �/°'a ��27 �#„` 6w+�'1 '+�A�1 ";`��!_,Jj��,-- .>2.5 - — _ ._��....� _. l _ - - - — -- �- - -- Pr2GP E<� PROP 114'-5" SAN 5EW 050, 8" fi VG PROP 12" PVC: (� allFv , all PVC, all PVC E D rD 1 —r I F-3u-r I C)N CENTS =_ FF = 192.00 252,000 d.F. BUILDING TO BE FULLY SPRINKLERED USE. GROUP=5-1 ZONED: M-1 TAX PARCEL 63-A-5°/ LOT I 24.61 ACRES (DB. 949 Pa, 119) Gi NTR�`,L GGGA-COLA POTTLING COMPANY, INC. PORTION OF DB. WEE, PG. 565 (NO BUILDING5 SITUATED ON PREMISES) STREET ADDRE55: NONE P05TED PROP. 4" 5AN. LAT. CONNE.GTION ROOF DRAIN (TYP.) /(FINAL ROOF DRAIN OUTF=ALL 517_'ING TO BE / TOP RE5PON5181LITY OF 7''-11- ARCI-IITECT) 3" PvG 8" PVC all PVG 8" PVC- EX. 20' UJ/L ESMT. EX. 20' U)/L. PORTION TO BE VACATED - EX. 20' SA1`I. SEIU. E5MT.� g" F'VC CE LONG. RAMP -.n .a .b ] REF. 14/A►.2 5R _ aY �' �'t'. li: - • t � 't � �IR,1it= -_ .� {.R-- /- . p _ ..� i_ jr J 1� • 1 '�"•• 'if` �. •9,. ,1• �', 1,:,,f'. _.';"fi•=.y0.;.J .li� t�i.�%''y-:i '1:' 1 :/+'.' •�,'• - 1 . +Icv a '. :a<;e.".•'„-aft+•.. t�m,��v,+o,. �'' '.r�'�uta+tr �,x.4 ,��a. 4', !" �J. 11 /1\•,t�• ?aw'�! �;; •.: :o: ,�. r67 .I,j /��'j"J7,Y11�;�, _�"'_ `••�Y'-��� •1 .� '�I'—tY`•;�..11JE.r �•.��_. _^••.,It. <a/:. ,.. •';:...; .,•., _.,,�..•,., •. ,,.:'.:°r,,.,'.''.a f�'i x `G.,' Sa/�, ;f : �.a.��:. ',la.-�...-�._... ,.-�.*^Ftt-+.--n�=•-•+-:5v°.;• f,�.t�.�l a� G",�•..t.•.,•...,,...t,,:,,_>,:-r .V�J-wat._. _ „ '{•" Nv 1 ri iLl SJS .. 1 _I i11 A l __I,r ..S...y�.1 �`� I •. +<•^ .4t+ a{ mil': 4 ^ '� 5' �, . ,w." . .},'.: .' �. A . , ,1 ."�AJj•� . ,'�.. '. Q'T^^'TS7"-1'6+[tta-s.� �.f�.. ^ti . `t •n. - •r. :fit• — LI ,-Jw'�'• ' Ih �i APPROX. LOG. EX. 20' W/L ESMT. 0-- .--- TO BE ABANDONED 12" PVc-�, TO BE VACATED �„ 5E SHEET 4 3- 0 -PROP. 10, 3000 P-5.1. � 2' CURB '"UT GONC. DOLLY STRIi� -MODIFIED 12" CURB WO DW R RB I ? — Y_ I 1� y . -l8 _ - - 5 EH 5 E < f 41 - X-:r-� i - - W O LJ.J -- 2 / SMT. _X- W - - I ODIFIED JB-I TOP = 185.83 INV,OUT=781.75(3.P.��19") INV, IN=�81.95(30"xl9`�� EX. EF -- EX. Ems' _ EX. LP Q EX. TELE MI-4 - --- X-I EX. Uri '_i. - -0 =6 / Ex. UP EX, UP 730" HY'" TRIPLE RC-P C-L IV 0E�0ia - --__-' -REMOVE EX. ENTRANCE, FILL W/ 501L d LAND5CAPE APPROPRIATELY - _ ROU'YE 651 - BNADY ELM ROAD — - --- --- --_ 98_MP_N EX.�(LP �t EX, LP NOTE: � I. FOR LANDSCAPE COMPUTATIONS SEE SHEET 1. 2. THE EXISTING BERM ALONG APPLE VALLEY ROAD - ROUTE &52 WILL NEED TO BE REGRADED TO MEET THE REQUIRED PROFFER HEIGHT OF ro FEET THEREFORE, SOME OF THE EXISTING TREES ALONG APPLE VALLEY ROAD - ROUTE 652 SHALL NEED TO BE REMOVED IN ORDER TO PERFORM THE PROPOSED GRADING OF THE REQUIRED ((o'MIN HEIGHT) EARTH BERM. THE PROP05ED LANDSCAPING SCREEN THE SHALL CONSIST OF A DOUBLE ROW OF TREES AND PLANTED IN ADDITION TO ANY EXISTING TREES THAT REMAIN AFTER THE PROPOSED GRADING OCCURS. THIS SHEET FOR LANDSCAPE PURF05E il.. a l l P'vC - PROP- 4" SAN. LAT. C ONNEGTION ELECTRICAL r ROOM c3lI PVC - OFFICE 11,534 S.F. USE C ROUP = B GOLORZED CONC.� 0 0) d- cv L.— r - \ WC W � DW D` DW RB RB PO - EX W 11� N 43 °15'37" E ' °� 12,11' 5 49 °l9 32" E 123' r I _-- --- - _ _ j�BOLLARD WI l/ NAI>`J (TYP.) �O��DWn 1 PC OL PO; in 1 Pb 3 -- - Q-WO m REP 0X — DUJ a--w I -- WO\ _ 1I PO � p_\/ (D-RB PO Y,?/ / I j r- 1 --EX. ENTRANCE Rx,'79760' G LEN=137,73' E'. I� 3 EX.� (` 1 2 (o WP's I* I . I 111 , �I 1 L=216.93' 200.0.00, 13;2G=544°51"29°E T'-' :­� W/ D I -I TOP `I I ril EL. 78h.EO �f EX. ENTRANCE ` L11 \ / TEST �- OLE REO'E . t i I lL! tuI �I IEX. 2O I 41 WP's - +Xr I I _ � I y _ NN1' f� I ` I l I I ( i gtl C agtlnn ( II S ry 1 I I > 1� j ow�I bIrlll U , aj�7Ul �_,te LLt � I ill ttl � tit 0 I I � 0 h lll t- 9 f II EX III ;► _EX wiC31dtli Ef ll�1 ` W + ---q�-;� I II X, % 5 EX. c�"\ I J _f- --- R LACIL E- 4�4�1s `\� %� Lu - - -1 /l #il 4` 5TOf=' SIGN+ = (L_Jfz\SIGN'/ S, QED X U LMT w - u�ci� ,�- S .®J°�'c� 03" E r* �s �► a�.Z: _ 0 _ 3 o 05 ' Ex. EX. ENTRANCE X Lu LX \ - iu \, EX. EF r(EX. LP tt EX. LP -+�C- :: •-- X- -� -�(-- mil\ __ _ __ °\ 1 ----- - .:_ TREE LEGENI)145 SYMBOL QUANTITY NAME ,q -��II OF�pLANTINCM.rt REMARKS CALIPER WO 28 WHITE OAK B45 2" MIN. PO 35 PIN OAK BBB 2" MIN. RB 14 RED BUD 545 2" MIN. DW 18 DOGWOOD 545 211 MIN. FO 34 FORSYTHIA 01 B45 WP (01 WHITE PINE (0 545 NOTE: TOTAL SITE AREA = 24.8l AC. z W z z W cv o c\ .� cq co lot:� cq � I i z x 't �� W �� W N t-•1 � H C=t '11v I w ai w H "y O I ARK D.. S TH It No, 022837 °A �4SGf�2?,v�j��' IONAL �f z W E'' 41 U z a ��D �WC �O O � Im CC z� U) 0 O DATE: MAY, 2003 SCALE: I" =50' DESIGNED BY: CR FILE NO. 3678 SHEET 9 OF 12 GRASS CHANNEL dEL A = 9.58 AC S = 0.50% VLa = 3.50 FPS N = 0.03 CAP = 120.14 CFS Do = 1.38' Q10 = 58.62 CFS DETAIL DITCH IIAII NTS GRASS CHANNEL I-II(-I�1' �. � I IIII A = 1.68 AC S = 0.005% Via = 1.69 FPS N = 0.03 CAP = 32.31 CFS L?a = 0.38' Qua = 5.85 CFS 14' 1.0' �•� -III-I I I- - I III 8' GRASS LINED CHANNEL DETAIL DITCH "B" NTS GRASS CHANNEL LINED CHANNEL A = 6.37 AC S = 0.50% Via = 3.00 FPS N = 0.03 CAP = 120.14 CFS 'pia = 1.04' Qua = 34.55 CFS A = 11.98 AC S = 0.50% N = 0.03 Dfa = 1.50' DETAIL DITCH NTS GRASS CHANNEL EL V = 15.69 FPS Via = 3.67 FPS CAP = 120.14 CFS Qfo = 68.89 CFS IDETAIL DITCH 'ID11 EDGE OF PVMT. DETAIL CG - 6 FACE OF CURB C URBNTC UT BACK OF CURB-� NTS 6" (TYP.) 2' GUTTER PAN 0 J ra. -00� FLOW 40�\--EDGE OF PVMT. ACE OF CURB 2' CURB CUT ACK OF CURB concrete pad 1'-6" sq. x 6" deep 4" screw type. adjustable valve be) r location marker thrust block I 18" to 24" 011 36" min. valve megolugged to main I -megalug 8"x 8"x 16" solid bIOUK (for valves 12" and larger) Note: this detail is also used for butterfly valves GATE VALVE Figure 8 general backfill see note) 8' concrete - select backfill note) O.D. I TAS NDARD CONCRETE ARCH NOTE: To be compacted to 95% of ASTM D698 maximum density TRENCH & BEDDING Figure 1 select backfill note) DETAIL MODIFIED JB -1 CURB CUT EDGE OF PVMT. NTS FACE OF CURB BACK OF CUR 1ON MOD. CURB ® TRUCK LOADING AREA 2' GUTTER PAN 3 0 •�..�.. FLOW DGE OF PVMT. ACE OF CURB 2' CURB CUT--'ACK OF CURB MODIFIED JB-1 6' 6' dia. schedule 40 steel pipe tilled wiN concreteand painted yellowM7, Lt',en�"qu� 2' ; • "i. 71 W 18" die. 1 -6' concrete ,. encasement l; ` l'; 3 concrete thrust block BOLLARD DETAIL direction of setting to be approved prior to installation as required I concrete pad 1'-6' sq. x 6" deep I_ f Ii;:ecE� mechanical joint swivel tee with 6' branch FIRE HYDRANT ASSEMBLY Figure 9 top of manhole at grade in pavement areas unless otherwise directed (top sholl be set 24" min. above grade in easement areas) square skid pod 6' thick -I r: Iwrap around heat shrinkable sheet [WropidSeol by CANUSA] -- 4 bolts (3/4" dio.) 35' max. adjustment rings (11' max.) 4 concrete ASTMC-150 4000 psi I72" or 16' (typ•) -t- pioneer 301 mastic applied between joints and on exterior side of joints joints are to be sealed with "0" ring gasket variable 4'-0" I.D. j -pipe to manhole 5� connaciion to be :..d by flexible sleeve invert channel to provide a f smooth lronsition in to out, 3'-0' min. far all connections 2'-0" mox 4'-0' max. grout bottom o1 manhole ;'r fi "(; ! ' estop of bench -wall to form channel �" (r;.. : ,,; g..,. �, ,� some elev. as rr -.4� U/2 ,% top of pipe 8' 4 6" bedding stone NOTES : 1. Manhole sections shall have on external coating of approved bitumostic water proofing prior to installation. 2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of bihumostic water proofing. 3. Final slope adjustment of manhole frame may be by shims and non -shrink grout. 4. Skid pad to be placed around manholes located in shoulders of roods. 5. Flat top casting shall be used on shallow manhole (6 ft. or less) installations. STANDARD MANHOLE Figure 12 DETAIL 12' X 6' MODIFIED JB -1 NTS f4"' 85.634� 12.0' LIP TOP " - 1. 1 �25' 30" 1.0' 30" 1.0' 30" 19" 19" 19" I 1 p' I - . INVIN=781.95IN=7�81.95' NOTE: REINFORCING TO BE IN ACCORDANCE WITH VDOT STANDARDS 2' WIDE SLOT OPENING ON 8" THE 6' SIDE OF MOD. JB-1 SEE DET. THIS SHEET 1.25= INV. OUT=781.75' 0" \\-780.92' SIGN SHALL BE LOCATED SUCH THAT R WILL NOT BE UGHT COLORED REFLECINE OBSCURED BY VEHICLE PARKED IN SPACE. BACKGROUND MAT'L. 1 12' F. R SIGN (SEE DETAIL) DARK COLORED 2' LETTERS & 3/8" BORDER RESERVED 2 INTERNATIONAL SYMBOL PARKING WHEEL STOP T OF ACCESSIBILITY T 44• 6'I o L 9 N 13' MINMUM 0 ®® 4.0' MIN. 7.0' MAX. DISPLAY CONDITIONS UNLAWFUL 4' STEEL PIPE FILLED WITH CONCRETE G IN THIS 5.* SPACE IS SUBJECT TO A FINE OF DARK COLORED REFLECTTVE $50.00 TO 100.00 BACKGROUND MATERAL * WHEN THE SPACE PROVIDED IS VAN ACCESSIBLE, DIMENSION SHALL BE 8' IN ACCORDANCE WITH LIGHT COLORED 1' LETTERS RAMP FOR HANDICAPPED MUST BE LOCATED VUSBC MINIMUM REQUIREMENTS. AT SAME POINT ADJACENT TO THE 8' AISLE. H P -1 W OF sso.al PRINCE WILUAN HANDICAPPED PARKING SPACE STANDARD VIRGINIA CG-6 ! a" � z"R .•a '. •- • •. a R. "" 0. •. o D. p. s • ? The bottom of the curb and - -I gutter may be constructed 4 2,-0" parallel to the slope of subbase courses provided a minimum depth of 7" is maintained. This area may be concret For use with stabilized opon-graded at the option of the contractor drainage layer, the bottom of the curb This curb may be used when Y and gutter shall be constructed parallel to the slope of subbase courses design speed Is 40 MPH or less and to the depth of the pavement. on Rural highways and 45 MPH or less in developed urban & suburban areas. If these design speeds are exceeded Standard CG-7 is required. Note: Combination curb & gutter having a radius of 300' or less (along face of curb) shall be paid for as radial combination curb & gutter. This item may be precast or cast in place. Concrete to be Class A3 if cost in place, 4000PSI if precast. REFEREAF1nCEN COMBINATION 6" CURB & GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION zot.a3 PROJECT: FORD DISTRIBUTION CENTER COUNTY: Frederick County DESCRIPTION: DIST: Dt-dumppad i'X4"X4'-8" SLATS, 2-FINISH NAIL AT TOP AND BOTTOM 2"X4'X4' BEAMS. TOE NAIL TO POST 4"X4'X8' POSTS 1.25-i NOTES: 1. PRESERVATIVE STAIN ON ALL WOOD. tiLIF*- COLOR TO MATCH THAT OF BLDG. 2. FINISHED SIDE OF FENCE SHALL FACE I ADJOINING PROPERTY, IF APPLICABLE. COMPACTED GRAVEL WOOD FENCE DETAIL FOR DUMPSTER ENCLOSURE NOT TO SCALE WIRE MESH REINFORCING V.D.O.T. ROAD AND BRIDGE STANDARDS SECTION 301.04 Me 6" BASE 21--A COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT, VDOT VTM-1 METHOD) TRASH DUMPSTE:R PAD (NOT TO SCALE) STORM SEWER DESIGN COMPUTATIONS IMPERIAL UNITS HYDROLOGY 12/9/2002 SHEET 1 of 1 FROM POINT TO POINT DRAIN. AREA ACRES RUNOFF COEFF. C CA INLET TIME MIN. RAINFALL INTENSITY IN./HR. RUNOFF Q C.F.S. 1 IONS IY% T IL ft) LENGTH FT SLOPE FT/FT DIA. IN. n CAPACITY C.F.S. Actual Vel In Pipe FPS FLOW TIME SEC. REMARKS INCREM, ACCUM. UPPER LOWER 52 51 6.37 0.79 5.03 5.03 5 6.80 34.22 783.00 781.95 125 0.005 19X30 0.013 48 5.5 TRIPLE _ 105 0.005 19X30 0.013 48 5.5 TRIPLE 51 50 2.35 0.82 1.93 6.96 5 6.80 47.30 781.75 781.22 0 Z cc UJ W _Z V Z W O to to Z �� x Ern �C\? Q) o W ) r� to � 4 - 4 rn In N Q)o Q o W U� ry Izi MARK D, SN)H5�p" No, 02283 sIONAL Iff E-a U E- z Q H wo Q O IM � H E--a W Q DATE: MAY, 2003 SCALE: NTS DESIGNED BY: CR FILE NO. 3678 SHEET 10 OF 12 U Z W N U) W O O O N ti N O O 3 w _J LL O 00 I- W M w U) Z a_ 0 _Z w Lu z G z w N c N U c 0 .n 0 0 LL m tD 0 i u I90 _._...._ ► i T � Q 180 25135' 8 gDR- 5'� qo �� 0.5mgo PVG SDR-35 f I N 9+50 10+00 10+50 11+00 11+50 12 +00 12 +50 13+00 13+50 7' 105 i /I iao 795 IW '185 i /I _._ _....... O IL nr1 X _ d 23+00 23+50 24+00 24450 25+00 25+50 2ro 400 SANITAFR-r SEWER FROFILE 14+00 14+50 15+00 15+50 Iro+00 fro+5o 11+00 1-1+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 SANITAFRr SEUJEF;� Ff;;�CFILE -1 95 -0 -185 _ - p -1-15 110 7(05 09+50 10+00 10+50 11 +00 11 +50 12 +00 -195 q 785 "115 ftoI -1(05 00 12 +50 13 +00 STOFZ"l SEUJEfZ� FfZ�OFILES bedding FORCE MAIN MANHOLE CONNECTION -195 7 g0 785 io -175 110 Z W W Z Z W o cq In COCi ct QQ) oD c1 0) a I rn Z � �� x O 1 U0� W 75 � � O W r �p LO U 0 G Hw 1-4 z; W rn a) 0 w� I-- N> iy t DESIGNATES HEAVY WALL 21+50 22+00 22+50 23+00 w N Q edding to be Sep02 NOTE: 1. ALL SANITARY SEWER PIPE SHALL BE PVC—SDR-35 OR PVC— SDR-35—HEAVY PIPE. 2. ALL 10" PRIVATE FIRE LINE PIPE SHALL BE PVC—C900—SDR14. ALL JOINTS, FITTINGS AND APPURTANANCES SHALL HAVE A MINIMUM 200 P.S.I. PRESSURE RATING. DQ45' RISER BEND(BEND WITH EXTENDED BELL TO COMPENSATE FOR SETTLEMENT) CASING CAP 8"CASING PIPE (C-900 OR DUC71LE IRON) 4"PIPE(SDR-35) DUCTILE IRON \ n CASING SHOE . SE4R 0 PAN BEND(ANGLE AS REQUIRED) GRADE 8 FEET 6� 4"PIPE 4"PIPE (SDR-21) (SDR-21) etlp� SDR-35 H.W. STONE BEDDING TEE WYE B&H DEEP BURY RISER - CONSISTING OF CASING SHOE, CASING CAP,45"RISER BELL (FOR 4" SDR-21) PART No.-290-0804-1-45 Bates&Harrington,Inc. (434)929-0783 DEEP SEWER LATERAL Figure 15A 0 w iijw MARK D. SM)H5',"No.02283 SIONAL cr. w z W U �~ F-I--1 Z E--+ CO Q� U) f._-j W O E-U O 124 cr W H O LL DATE: MAY, 2003 SCALE: _H: 1" = 50' V: 1 = 5 DESIGNED BY: CR FILE NO. 3678 SHEET 11 OF 12 Ly- Q v M 00 O M N N co 0 3 w J LL O a 00 r- w U) z 0 z ir w w z O z w N c m U c 0 D 0 o iD o. (M rn N 'v- 0+00 800 795 -f 130 785 -175 0 0+50 1 +00 1 +50 2 +00 2 +50 WATER LINE II,4II w , i E J� JJ PROP. I(d " ll1/L <P (VAT R E Fl RE 780 C i 500 i 3 y PROP. I GRADE I f - ' ISO 790 ,._..._._._._. �.-ISO I ; i90 PROP J(PRIVATE U EX. E AFIRE LINE) GR,4DE 785 I85 i I 785 �. I � I _._.._. _ 190 790 PRi P. 6 "l VIL EXT., 5D-21 ,f (PUBL/C.) ' ?ADE � FN I { (IL , I I � 0 8 780 780 w u o �- i -t80 -j80 s I � i j Iw X mQ O �.. IL { i i xw J = — W ' W f U I > ILZ� O ffW _ r �, ll, ^J L1111 `A>l. IIIjI 0� ` V, 11 I e In o X ! f o� F m 1 1 e_ e i jj 3+00 0+00 0+50 1 +00 9+50 10+00 10+50 11+00 9+x WATER LINE IICII WATER LINE IID II f (( _B { 77 17 U i 15+00 15+50 1(0+00 I (0 +50 1 1 +00 11 +50 18+00 18+50 19+00 WATER LINE IIgII WATEF LINE FfR saa 795 :ii e FN PROP. GR4pE I ISO COVER i GRADE i _....... _._... __s_ . _... _. ---__...___ -1'95 1 I GR4DF PROP. (o" WIL Z w _ (PRIVATE I L6 " LU/L EXT." 785 SDR- It-tfNeE...LINEI (PURL IC) i r 5 X w _ O Z ►-! 1 J i j � w w � X - � O i O w- i:: "X!> 11 W d) _ -j � �W� �� c — j IL I 0 2`4 0 '>0 10+00 10+50 11+00 00 WATER LINE "Ell WATER LIN� II�Ii50 WATER LINE "B" WATEF� LINE FF�CFILES , IeB,___-.___ _ _.__ ...__ _ _. ___.__.__,...__. _. _..._._ . �..... __... _. _ _ _ .._ -1.. _- ..__ __� _ __.. __ ._. _.__. ___._.__ i. _ , _ __.____ ._ _ .._.. i 95 . 7 DO NOT-INTERUPT SgRV/CE TO DAwscN INDgSTRwi- i PARK DURING POURS OF OPERATION t TEST 1-IOL`E REQ'D I 1 -190 Ig0 TE5T-HOLE REQ'D 1 � ( f I EX GRADE r GRADE I I f. f fI ... !_.. ---------- I PROP /2 UU/L, SD r I � F I ' JR-21 ! I ' 80 F ( _ , ..__- __. _ __E .._._.... _..... _ p I l w ' { = I 4 falff. W+ w 775 'i75 O - tl_ VL jj O w �. I I IL [LB QUO 11 11 Ro ! 0�exo Lu IL low w► e� Z X; �wLL , N (. i 1 1 1 H- f Bw cv— InJ_ I i I 110 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 WATER LINE IIf=>II NOTE: Z 1. ALL SANITARY SEWER PIPE SHALL BE PVC—SDR-35 OR PVC— SDR— 35— HEAVY PIPE. uj 2. ALL 10" PRIVATE FIRE LINE PIPE SHALL BE PVC—C900—SDR14. ui ALL JOINTS, FITTINGS AND APPURTANANCES SHALL HAVE A MINIMUM 200 P.S.I. PRESSURE RATING. Z WC\2 o 0 CD Q CO Q cv00 G 795 .......... I S5 CO LO -� I � i I •-� `~ o I c\j GRADE ? ` _ ►n FI../ ISO `.GRADE - .F l .. _ 790 a`n i PROP. !&" WIL I O I Z 1L ! w (PRIVATE m FIRE LINE) CD o 785 �. PROP., 4 �85 a a) { ro " WIL ' r j f (PRIVATE EX. ) l FIRE LINE I o w GRADE w w `y i w I i w , �80 780 780;780 ` 0 UI f x w n d1� 115 0+00 0+50 0+00 0+50 O WATER LINE lip II WATER LINE Hill 5 w a �95 -_....._.. .... _... . .. _ _.._...._ _.. _,.-.... __ _..._._., ...- 95 790 I 785 y__._.___.._...._ ___, ..._._._._... ;___._ ----- F..._------- I GR,4DE i i 11 ` p E PROP. (o �/L, SDR-21 - iNi-� Q' I I �.. _LL w 6, 11 U�QUp � Xj X= B 61 w, WO to N 0+00 0+50 1+00 1+50 2 0 2+50 3+00 WATER LINE II ;II J IN c MARK D, S H 5 No, 022837 P5 LIS,IONAL cc w z w (0) Z w o W � 0 w0 �4.4 in O C4 Q-4 a: DATE: MAY, 2003 11 1 SCALE: H: 1" = 50 DESIGNED BY: CR FILE NO. 3678 SHEET 12 OF 12 Plant List Screen Plantina ABB Botanic Name Common Name Qty Size Remarks AR Acer Rubrum'Armstong' Armstrong Red Maple 17 2-2.5" c.c. B+B; Speciman; Plant similar varieties in same beds. AS Acer Saccharum Legacy" Legacy Sugar Maple 8 2-2.5" c.c. B+B; Speciman; Plant similar varieties in same ids. BD Buddlei Davidii Butterfly Bush 2 18-24" B+B or Container CC Cercis Canadensis Redbud 17 1.5-2" c.c. B+B; Speciman; Plant similar varieties in same beds. CK Comus Kousa Kousa Dogwood 26 1.5-2" c.c. B+B; Speciman; Plant similar varieties in same beds. CS Comus Stolonifera Red Osier Dogwood 142 18-24" B+B or Container FP Fraxinum Pennsylvanica Autumn Purple Ash 14 2-2.5" c.c. B+B; Speciman FS Forsythia suspensa Weeping Forsythia 72 24-30" B+B or Container IC Ilex Crenata'compacta' Japanese Holly 8 18-24" B+B or Container IV Itea Virginica'Henry's Garnet' Henry's Garnet Virginia Sweets 24 18-24" B+B or Container LH Lavendula angustifolia'Hidcote' Hidcote Lavender 58 1 gallon container LI Lagerstromia indica Crepe Myrtle 15 1.5-2" c.c. B+B; Speciman; Plant similar varieties in same beds. MF Malus Floribunda Flowering Crabapple 41 1.5-2" c.c. B+B; Speciman; Plant similar varieties in same beds. MS Miscanthus sinensis gracillimus Maiden grass 16 3 gallon container PA Pennisetum alopecuroides Fountain grass 199 2 gallon container PS Pinus Strubus White Pine 108 8-10' B+B or Container PY Prunus Yeodensis Yoshino Cherry 3 1.5-2" c.c. B+B; Speciman; Plant similar varieties in same beds. QP Quercus Phellos Willow Oak 8 2-2.5" c.c. B+B; Speciman QR Quercus Rubra Red Oak 2 2-2.5" c.c. B+B; Speciman RF Rudbeckia fulgida'goldsturm' Goldsturm's Black Eyed Susan 44 1 gallon container SJ Spirea japonica 'Anthony Waterer' Anthony Waterer Spirea 27 18-24" B+B or Container Notes General Notes \ These notes are for general information only and do not represent all possible issues to be addressed. This is a schematic drawing only Landscape Architect is not responsible for cost of final adjustments that need to be made. Contractors responsible for verification of all information including grades and final design details prior to bidding. General Planting Notes All shrub masses ( two or more shrubs spaced closer than 6' on ctr.) to be planted in a single mulched bed. All perennial/ annual beds to be tilled and have amendments added per specifaction noted below All plants material will conform to the current issue of American Standard for Nursery Stock Published by the American Nursery and Landscape Association (ANLA), All bed preparation, plant and sod installation is to according to Landscape Specification Guidelines (5th edition) as published by the Landscape Contractors Association of MD -DC -VA (LCA). The landscape contractor shall every reasonable attempt install plant material specified; In the event that selected plant material is unavailable, an appropriate must be approved by owner or owner's representative. A soil test is recommended to check PH levels and nutritional requirements. \X, ; PS 38 Lawn _ \. J �i+// ' , 19 kcip r/ 1 ° All Plant Beds to have positive drainage as required for the specified plant material for that bed. If plants are to be installed in areas that show obvious poor drainage, and the plants are inappropriate for that condition; the landscape contractor shall notify the owner and the owners representative. General Grading Notes \ All elevations are approximate. Contours were taken off original Landscape Plan prepared in August 1999. P Landscape Architect took "sight level " elevation shots to confirm elevations and to tie into contours noted above. `' It is assumed that adjustment will need to be made during construction There is to be no standing water on any of the project site on completion. Contractors to assure positive grade on all structures and plant beds with drainage running as shown. No water shall run to any Buildings \ \ .s9 La I Ck 3 M2 Fs Cs 58 \ Ck Continuous Plant Bed Ft, \ 10 Ck P 3 3 \ 2 \\ Mf \ Continuous Plant BedFa 1 Lawn \�/ 2 •wpl, � 014 • \ s ' '� Qx �►? 40 1 IM1 r, tiffAAWA Ic o I rbntinuous Plant Bed.-= /^Pa 8 Annuals 12" oiflctr. b 3 flag Y g posts Building \ r ' Mf r \ ','✓ _= Ck / S•t - Ar RfLh 58 /1 Ms Pa 3 X Ar i' r wn Li Mf ,. / 7 / r ' Continuous " nt Bed(s) >'' CONTRACTOR'S ACCEPTANCE; I Have Reviewed the above and Agree to Conditions as Outlined + Name Title Lawn O r , / Continuous P nt Bed + As sawn w r/ '/ ,4 0 / o Date Note: See Sheet two of two (2 of 2) for enlarged layout of foundation and entry plantings. NO. DATE REVISIONS / SUBMISSIONS J. Duggan & Associates DESIGNFUZM 3 MiCIAN & ASSOCIATES 151 WINDY HILL LANE WINCHESTE , VA. 22602 TEL. 540-974-2475 CONSULTANT PROJECT TJTL£ DRAWING THE TITLE. SKEET MASTER LANDSCAPE PLAN PROJECTMANAG£R PROJECTID J DU66AN DRAWN BY SCALE JD 1 "= 50.00' REVIEWEDBY DRAINING NO. SAME 9-23-03 OF CAD FIL£ NAME 3 •�m,«�...,e...�.�...�....�r.,�m,.amaannnsm..w.,w..,...w...�..»�. ,e...m..4...�...,..x..w».�. .>. -::_, .:, ..:. �..., ......._-....__. DIG HOLE 2X-3X ROOT BALL WIDTH TREE PLANTING - VERTICAL STAKES TREES <4' CAL. SCALE: NOT TO SCALE REMOVE ALL LABELS AND TA( CUT AWAY ALL BALLING ROPE TOP OF BALL IS TO BE 2" ABOVE EXISTING GRADE WIDEN AND SCORE HOLE WAl REMOVE CONTAINER & CUT CIRCLING ROOTS IF CONTAINE OR AS MUCH BURLAP AS POS: LEAVE SOLID SOIL PEDESTAL - DO NOT DIG DEEPER THAN BALL DEPTH 1, DIG HOLE 2X-3X ROOT BALL WIDTH SHRUB PLANTING DETAIL 2" 4-6" BED EDGING DETAIL PLANTS ARE NOT INCI unFn IN BED PREP. PRIC SEE EDGE DETAIL ORIGINAL GRADE GROUND COVERS, ANNUALS, PERENNIALS SCALE: NOT TO SCAILE SCALE: NOT TO SCALE CCC DI AM CnD SCALE: NOT TO SCALE IN OR TIE IOSE WITH TIE STAKES D TO FIRM SOIL STAKES :) TO FIRM SOIL AKES PARALLEL 'AND BUILDINGS PRUNE DOMINANT LE. PRUNE RUBBING OR CROSSING BRANCHE: DO NOT STAKE OR WI TRUNK UNLESS NECE REMOVE TAGS AND L CUT AWAY ALL BALLIf TOP OF BALL IS TO B EXISTING GRADE REMOVE TOP OF WIRI WIDEN AND SCORE HOLE WALLS REMOVE CONTAINER CUT CIRCLING ROOT -. CONTAINER -GROWN OR AS LEAVE SOLID SOIL PEDESTAL - DO NOT MUCH BURLAP AS POSSIBLE DIG DEEPER THAN BALL DEPTH ANY BROKEN BRANCHES 2"-3" OF MULCH KEPT AWAY FROM STEM(S) WELL TO CONTAIN WATER INAMENDED BACKFILL SOIL WATER TO SETTLE SOIL EA FOR WATER DRAINAGE I" MULCH ,GE CUT WITH HAND SPADE ISTING GRADE OPTIONAL SOIL MIX NOTES: -EDGE IS TO BE CUT WITH A HAND SPADE TO THE DEPTH OF 2-4". SOD/SOIL CLUMPS THAT HAVE BEEN DUG NEED TO BE REMOVED 2" MULCH VEGETATION REMOVED OR SPRAYED ORIGINAL SOIL NOTES: -REMOVE ALL PLASTIC CONTAINERS -BREAK OPEN PEAT POTS -WORK SOIL AROUND BARE ROOTS -SOAK THOROUGHLY AFTER PLANTING -FERTILIZE PER SPECIFICATIONS 2X-3X BALL DIA. TREE PLANTING DETAIL TREES <4' CAL. MAINTAIN SAUC SIDES OF PLAN BACKFILL WITH PLANTING MIX WATER AND TAMP TO REMOVE AIR POCKETS 'RUNE TERMINAL :)R BRANCH TIPS )W CROTCH VATER SPROUTS OKEN BRANCHES PRUNE SUCKERS •3" MULCH KEPT VAY FROM TRUNK CONTAIN WATER --D BACKFILL SOIL R TO SETTLE SOIL DATER DRAINAGE SCALE: NOTTO SCALE SHRUB PLANTING ON SLOPES SCALE: NOT TO SCALE SEE EDGE DETAIL ORIGINAL GRADE ORIGINAL GRADE OF SLOPE SEE PLAN FOR t SPACING 1 RAISED BED PREPARATION GROUND COVERS, ANNUALS, PERENNIALS STAKE TO FIRST BRANCHES AS NECESSARY FOR FIRM SUPPORT WIRE SHALL NOT TOUCH OR RUB ADJACENT TRUNKS OR BRANCHES 3" MULCH FORM SAUCER WITH 3" CONTINUOUS RIM SPECIFIED PLANTING MIX WATER & TAMP TO REMOVE AIR POCKETS 2 X BALL DIA. !— 2" MULCH TILLED WITH ORIGINAL SOIL PLANTING SOIL, AMEND AS SPECIFIED ORIGINAL SOIL TILL AREA 2" - 4" BELOW ORIGINAL GRADE SCALE: NOTTOSCALE 2" X 2" HARDWOOD STAKES DRIVEN FIRMLY A MINIMUM OF 18" INTO THE SUBGRADE PRIOR TO BACKFILLING 2 STRAND 12 GAUGE GALV. WIRE TWISTED AND ENCASED IN RUBBER HOSE 6 - 9" FROM TOP OF STAKE 2 WIRE SUPPORTS SHALL BE USED ON MAIN STRUCTURAL BRANCHES MULTI -TRUCK TREE PLANTING DETAIL SCALE: NOT TO SCALE NOTES -REMOVE ALL PLASTIC CONTAINERS -BREAK OPEN PEAT POTS -WORK SOIL AROUND BARE ROOTS -SOAK THOROUGHLY AFTER PLANTING -FERTILIZE PER SPECIFICATIONS GENERAL CONDITIONS SCOPE OF WORK The landscape contractor shall provide all materials, labor and equipment to complete all landscape work as shown on the plans and specifications. NOTE: If the contractor bids according to the Plant List, he/she should thoroughly check the plant list quantities with the symbols drawn on the plan, to be sure there are no dlscreDancles. It is the landscape architects resDonslblllty to be sure the Dlant Count Is correct on both the plan and the plant list, if used. Each plant grouping shall be labeled with the total number of plants per grouping by the landscape architect. If there is a discrepancy between the drawing and the list on the plans, the drawing takes precedence. STANDARDS A. All plant material will conform to the current issue of the American Standard for Nursery Stock published by the American Nursery & Landscape Association (ANLA). B. Plant material must be selected from nurseries that have been inspected and certified by state plant inspectors. C. Collected materia I may be used only when approved by owner's representative. D. Nomenclature will be in accordance with Hortus III by L.H. Bailey. SUBSTITUTIONS: PRE -BID It is the landscape contractor's responsibility to make every reasonable effort to find the material spe cified by the architect The landscape contractor may offer substitutions to the landscape architect for his/her consideration. The landscape contractor will notify the landscape architect if there are known diseases or insect resistant species that can be substituted for a selected pest -prone plant The contractor shall submit a base bid as per plan plus price clarifications for all recommended substitutions. SUBSTITUTIONS: POST -BID It is the intent to eliminate post -bid substitutions. However, in the event that the contract material has become unavailable, an appropriate substitution must be approved by the owner's representative. UTILITIES AND UNDERGROUND FEATURES The landscape contractor shall notify utility companies and/or the general contractor in advance of construction to locate utilities A. If there is a conflict with the utilities and the planting, the landscape architect shall be responsible for relocating plants prior to the planting process. Any cost due to relocating after planting sha II be borne by the owner, DRAINAGE If plants are to be installed in areas that show obvious poor drainage, and the planets are inappropriate for that condition, the landscape contractor shall notify the landscape architect and owner. If they deem necessary, the plants shall be relocated, the contract shall be adjusted to allow for drainage correction at a negotiated cost, or the plant selection modified by the landscape architect to accommodate the poor drainage situation. WARRANTY A. The standard warranty is for a one (1) year period, excluding bulbs, sod and annuals, commencing on the date of initial acceptance. All plants shall be alive and in satisfactory growth at the end of the guarantee period. B. Any material that is 25% dead or more shall be considered dead and must be replaced at no charge. A tree shall be considered dead when the main leader has died back, or 25% of the crown is dead. C. Replacements shall be made during the next planting period. D. Replacements shall be of the same type, size and quality as original species unless otherwise negotiated. STANDARDS A. Plants will be in accordance with the current ANLNs Standards and conform in general to representative species. B. Balled and Burlapped (B&B) 1. Balled and burlapped plants shall be dug with firm root balls free of noxious weeds. There should be no excess soil on top of the root ball or around the trunk. 2. Ball sizes shall be in accordance with ANLA Standards. 3. Caliper and Height Measurement: In size grading B&B single -trunk trees, caliper shall take precedence over height Caliper of the trunk shall be taken 6" above the ground level (up to and including 4" caliper size) and 12" above the ground level for larger trees. For multiple -trunk trees, height measurement shall take precedence over caliper. C. Container - Grown Stock 1.The size of container -grown shrubs is measured by height and width of plant. Container -grown trees are measured by the same standards listed in B.3 above. The root system of container -grown plants shall be well - developed and well -distributed throughout the container. 2. All container -grown trees and shrubs that have circling and matted roots shall be treated in the following manner prior to planting: using a knife or sharp blade, make 4-5 cuts, 1" deep, the length of the root ball, to out all circling roots. See Planting Procedures For All Container -Grown Trees & Shrubs in this section. 3. All container -grown plants should be grouped and watered daily until they are planted in the landscape, the soil shall be kept moist with the equivalent of one inch of rainfall per week. A. Pruning shall be done before planting or during the planting operation. Pruning Detail for Trees in this section. B. All plant material in transit shall be covered to keep material from drying out The coven ng shall comply with state and local laws pertaining to the transport of materials C. Trees shall be placed in an upright position with the rootball covered by mulch and kept moist Trees and shrubs should not be left on site unplanted for more than 24-hours. INSPECTION a. Plants may be subject to inspection and approval by the owner or owner's representative at the place of growth or holding yard for conformity to specification requirements as to quality, size and variety. b. Plants damaged in handling or transportation can be rejected by the owner or owners representative. C. State nursery inspection certificates shall be furnished to the landscape architect upon request PLANTING SHRUBS A. For a single shrub, the pit shall be dug one foot wider than the rootball diameter and deep enough to allow 1/8 of the rootball to set above existing grade. B. For a shrub mass planting, the entire bed area shall be tilled 4- 6" deep. Tilling should only be done in moist soil to avoid compaction. If the soil is in clay or silt or loam, organic material should be added. The organic matter that should be added to the soil mix should not exceed 25% by volume of the total backfill material. Each shrub pit shall be excavated for the proper setting of the rootball. C. Place the shrub in the pit by lifting and carrying it by the rootball or container. Remove containers from all container -grown shrubs, slash the edges of the rootball from top to bottom, at least 1" deep. The slashing of roots may not be required for containers pre-treated with copper coating or plants grown in a Cellugro system or in root containment bags. D. Set the shrub straight and in the center of the pit with the most desirable side facing toward the prominent view. E. The shrub must remain straight during backfilling procedure. PLANTING PROCEDURES FOR ALL CONTAINER -GROWN TREES & SHRUBS A. Remove the plant either by cutting or inverting the container. B. For untreated plastic container grown plants with circling roots, use a sharp knife to make 1" cuts the length of the rootball. C. Plant shrub or tree a minimum of 118 of the height of the rootball above existing grade. D. Apply a 2 to 3" thick layer of approved mulch. Keep mulch 6" away from the trunk of all trees and shrubs. E. Plants grown in root containment bags must have the bags removed during the planting operation. No additional slashing of the rootball is necessary. P REPARING GROUND COVER, PERENNIAL & ANNUAL BEDS A. The planting bed shall be loosened when the soil is moist prior to planting by tilling. Soil shall be loosened to a depth of 4 to 6". B. Organic matter shall be spread over the bed to a depth of 2" for peat moss or 1" deep for compost, i.e. not to exceed 4 cubic yards of compost/1000 square feet, after the soil has been loosened. The organic matter shall then be worked into the bed by tilling. C. Fertilizer shall be topdressed over bed area (except when compost is applied) based on soil test results. In the establishment stage, liquid fertilizer may be applied to annuals as directed by owner or landscape architect PLANTING GROUND COVER, PERENNIALS, & ANNUALS A. Before planting, biodegradable pots shall be split, and non -biodegradable pots shall be removed. Root systems of all potted plants shall be split or crumbled. B. The plants, either potted or bare root, shall be installed so that the roots are surrounded by soil below the mulch. Potted plants shall be set so that the top of the pot is even with the existing grade. The roots of bare root plants shall be covered to the crown. C. Spacing of plants shall be installed as noted on the landscape plan or contract D. The entire planting bed shall be thoroughly watered. Treat the mulched and planted bed with a pre -emergent, soil -applied herbicide if directed by the owner or landscape architect. Apply the pre -emergent herbicide only when all foliage is dry to prevent foliar burn. L Q (D 0 00 ■ Co HF— L N Ma 0 r. LL sJ ci •L 4W N r�1 .5 ca L •� •N ai :cQ C � N d (1) i Rt i co NO. I DATE I REVISIONS / SUBMISSIONS � J Duggan & Associates U4,4� Xd:xwt.,u DESIGN FIRM J DU(a(iA i AND ASSOCIATES 151 WINDY HILL LANE VVINCHESTER. VA 22602 540-974-2475 CONSULTANT PROJECT TITLE FORD DISTRIBUTION CENTER CASTELLO D I(WBUILD DRAWING TITLE DETAILS AND SPECIFICATIONS PROJECT MANAGER PROJECrID J JDUGG" DRAWN BY SCALE JD NTS REVIEWED FIY DRAWIN6 NO. SAME J Cz DATE 9-16-03 OF CAD FILE NAME p a)