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HomeMy WebLinkAbout19-04 Ervin Properties - Warehouse - Office - Shawnee - Backfile (2)CENERAL NOTES 1. Methods and materials used in the construction of the improvements herein shall conform to the current County construction standards and specifications and/or current VDOT standards and specifications. 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, must be provided prior to issuance of the site development permit. The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment Control Handbook. 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation (VDOT) and Frederick County prior to construction in existing State right-of-way. 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a representative of the developer must be available at all times. 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). 8. All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. 9. 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 Subdivi-,don 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. 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated on the plans and as required at the field inspection. 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe small be minimum 6" diameter and conform to VDOT standard SB-1. 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all times. 14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines. 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction. 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a result of his construction project within or contiguous to the existing right-of-way. 18. When grading is proposed within easements of utilities, letters of permission from all involved com.nani-s must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or si._.. development permits. 19. The developer will be responsible for the relocation of any utilities which is required as a result of iris project. The relocation should be done prior to construction. 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be in accordance with state law. In the event gravesites are discovered during construction, the owne, an. engineer must be notified immediately. 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has been prepared, it should supersede the requirements in this note. 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility 'Lines in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. UTILITY CONTA CTS 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 1-800-654-3317 Baltimore, MD 21297 (301) 954-6282 MISS UTILITY 1-800-257-7777 FIRE MARSHAL'S NOTE Fire lane markings and signage: Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall's Office. FIRE FLOW DATA: HYD# STATIC PRESSURE _ RESIDUAL PRESSURE _ AVAILABLE FLOW = SOURCE: DATE: FIRE FLOW DATA: HYD# STATIC PRESSURE _ RESIDUAL PRESSURE _ AVAILABLE FLOW = SOURCE: DATE: HANDICAPPED PARKING NOTE Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. MOT GENERAL NOTES 71. All work on this project shall conform to the latest e i ions of the Virginia Department o Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall be govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration and VOSH Rules and Regulations. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and Bridge Specifications, Section 104.04-C. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility company. It is the sole responsibility of the developer to locate and identify utility facilities or items, which may be in conflict with the proposed construction activity. VDOT approval of these plans does not relieve the developer of this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision 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 VD07 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, 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. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project 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 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. 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 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. FCSA CONSTRUCTION NOTES 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.) 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 EACH CONNECTION. 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: 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. 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. LECEND VICINITY MAP C\2 EXISTING INTERMEDIATE CONTOUR - - - - - - - - , SCALE 1 = 2000 ---33-- EXISTING INDEX CONTOUR - - - - - - 330 O Asti PROPOSED CONTOUR 40 h'Y>che �iy W EXISTING EDGE OF PAVEMENT EX PROP/E P gs °'°/ 0*y ° PROPOSED EDGE OF PAVEMENT EX C&G/ ��� r'oti` Z EXISTING CURB AND GUTTER c`v y �' PROP C&G PROPOSED CURB AND GUTTER°s �o W CG-6 CG-6R TRANSITION FROM CG-6 TO CG-6R A/� °�P Ro°y CO � EXISTING TELEPHONE LINE ` S/ / E c0�e�s >0 CQ `t O Iqk` V 0 co PROPOSED TELEPHONE LINE T T �` °'' Q '" N 00 0 p?' sy Qo �' CO C 4D EX15" RCP EXISTING STORM SEWER �� . ° °" M `� no CO q � � n2 c PROP. 15" RCP > ca PROPOSED STORM SEWER _ �f W �, a) °'T � EXISTING SANITARY SEWER "�"�°- W aLO to cu PROPOSED SANITARY SEWER PROJECT INFORMA TION OC r Lo i EXISTING ELECTRIC SERVICE P "-I H PROPOSED ELECTRIC SERVICE P SITE LOCATION WESTVIEW BUSINESS CENTER PARCEL IDENTIFICATION NO. 64-11-11 rn EXISTING GAS LINE LOT AREA 10.74 AC. eo A. PROPOSED GAS LINE DISTURBED AREA 1'. a1 AC. > PROPERTY LINE _ _ CURRENT ZONING M--1 w CURRENT USE VA .ANT FLOW LINE -► - - . - PROPOSED USE WAREHOUSE/OFFICE FENCELINE SIGNS: NONE PROPOSED. ANY FUTURE SIGNAGE MUST CONFORM WITH THE EXISTING POWER POLE STANDARDS OF SECTION 165-30 OF THE FREDERICK COUNTY Z(';NING ORDINANCE. EXISTING TELEPHONE POLE OUTDOOR LIGHTING: BY OTHERS EXISTING WATERLINE W/ TEE W !T! BUILDING HEIGHT: MAXIMUM ALLOWED=60'-O" PROPOSED=28'-0" Z BUILDING SETBACKS: REQUIRED: FRONT: 75' PROPOSED: FRONT: 76.00' PROPOSED WATERLINE W/ TEE Ti W SIDE: 25' SIDE: 66.85' EXISTING FIRE HYDRANT REAR: 25' REAR: 135.80' F.A.R. CALCULATIONS W EXISTING WATER VALVE W e W LOT AREA = 467,834.4 S.F. - 10.74 ACRES R+ PROPOSED WATER METER m PROP WAREHOUSE = 129,400 S.F. EXISTING REDUCER TOTAL = 129,400 S.F. PROPOSED REDUCER -o- 129,400 S.F. - 2.97 AC / 10.74 AC = 0.28 = F.A.R. STOP SIGN HANDICAP RAMP (CG-12) OPEN SPACE CALCULATIONS DEN1O2TES LOCATION OFF STD VDOT 25% OPEN SPACE: REQUIRED = 467,334.4 SF X 0.25 = 116,958.6 SF W STANDAI�DRAMP CONSTRUCTION PARKING INDICATOR Al2OPEN '_FACE PROVIDED = 212,096.3 SF OR 45% q INDICATES THE NUMBER OF TYPICAL PARKING SPACES LANDSCAPE CALCULATIONS TEST PIT LOCATION ® TTOTAL-' 2 POSED IMPERVIOUS AREA = 129,36P.2 SF TH REQUIRED . Fit,,, F PLANTINGS = 100,000/2000=50 + 29,366/5000=6 f T IFA" ''C; 1METER PLANTINGS REQUIRED = 56 TREES HANDICAP PARKING REQUIRED !h,, i'::RIOR''PARKING LOT = 5% OR 1 PER 10. SPACES SPACES/10 = 5 TREES ,REQUIRED " MARK D. S H TOTAL REQUIRED PLANTINGS = 61 TREES. v ; VEHICLES PER DAY COUNT 100 TOTAL PROVIDED PLANTINGS = 71 TREES No.022837 PROPOSED BUILDING ENTRANCE PARKING CALCULATIONS OA�S REQUIRED. PARKING: ` EXISTING STREET LIGHT -+1}- OF}=iCE = i SPACE PER 250 S.F. AL WAREHOUSE = 1 PER EMPLOYEE = 18 PROPOSED STREET NAME SIGN -+- OFFICE AREA = 5,000 S.F./250 S.F. 20 SPACES REQUIRED PROPOSED SANITARY LATERAL CLEANOUT WAREHOUSE = 18 SPACES REQUIRED SANITARY MANHOLE IDENTIFIER 12 TOTAL SPACES REQUIRED = 38 TOTAL SPACES PROVIDED = 41 HANDICAP SPACES REQUIRED = 26 TO 50 SPACES STORM DRAW STRUCTURE IDENTIFIER O 2 SPACES REQUIRED HANDICAP SPACES PROVIDED = 2 EASEMENT LINE CENTERLINE EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION EXISTING TREE LINE EXISTING TREE PROPOSED TREE DATE 12.0 7151 r . 15" OAK 15" PINE r.. 15" OAK 15" PINE REVISION SHEET INDEX COVER SHEET SHEET 1 OF 12 EROSION & SEDIMENT CONTROL SHEET 2 OF 12 EROSION & SEDIMENT CONTROL DETAILS SHEET 3 OF 12 OVERALL DRAINAGE DIVIDES SHEET 4 OF 12 SITE PLAN SHEET 5 OF 12 GRADING PLAN SHEET 6 OF 12 UTILITY PLAN SHEET 7 OF 12 LANDSCAPE PLAN SHEET 8 OF 12 WATERLINE PROFILES SHEET 9 OF 12 SAN. SEW. & STM. SEW. PROFILES SHEET 10 OF 12 SITE DETAILS SHEET 11 OF 12 SWM COMPUTATIONS SHEET 12 OF 12 TRIP GENERA TION DATA 130 1 INDUSTRIAL PARK 1 1,000 S.F. 1 129,400 SY CO VER SHEET Project Name: ERVIN PROPERTIES Owner: ERVIN PROPERTIES, LLC Developer: ERVIN PROPERTIES, LLC Engineer Certifying Plan: GREENWAY ENGINEERING APPROVAL FREDERICK COUNTY ZONING ADMINISTRATOR 6 PER 1,000 S.F. OF GROSS FLOOR AREA 1830 PLAZA DRIVE WINCHESTER, VA 22601 PHONE: (540) 722-9799 1830 PLAZA DRIVE WINCHESTER, VA 22601 PHONE: (540) 722-9799 151 WINDY HILL LANE WINCHESTER, VA 22602 (540) 662-4185 * SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPT APPROVAL * SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FCSA APPROVAL U) E­4 U �E-1-+ U) > VPD 777 � Q W W ^ o W � O E- U U � Z w W Q W a , DATE: MARCH, 2004 SCALE: N/A DESIGNED BY: CR DATE FILE NO. 0518E SHEET 1 OF 12 4- SEE DETAIL SHEET 12 / \ r--- / Lu 71m I -- �' ,� /r fj �• , I '� � `� __-• ---- I 1 ;� 1 /Q y� i,,/• � ..,,. �,�`..,._._.�,� .: � CQ / RELOCATED PERENNIAL STREAM / / \ y 99 �� \ \ _r-----�. �---- W •/ ( ro i ' // k _ 01 i w co CQ It :LIMITS OF,CLEARINC� \. ' PROPOSED 5WM j' f I / ` I / f �: ��-yam,-' � `\yam Lo tn -I' ACCESS AND MAINTENANCE / I EASEMEN Y�� ' ''/ i 1l� \ u Y,� ! 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AVA `,.`� y' -/__- ._ i 5 of CLEARING T � SEE DETAIL SHEET 12, "'c' �,'o '/ ' / 'fSF ' I r - J 0 ' / LOT 11 I R L> ' �' r° �` /` T> . t�4-u-II ROOF DRAINS TO 5E COLLECTED - " .._ ._- -- AN-CxRADJ J ' '� 'ir `,,• ,.,. ' N! .�•� /' r CAR]_ 5. HALES I IN UNDERGROUND HEADER PIPE(S) 4 DIRECTED e � `".T.. - ,__- •-_... ._. ACRES IOP4 TO DAYLIGHT INT cil uONE: M1 O P. DET. POND — 4�: VACANT �GRADING ESMT. / � % \ \, I \ �` 4 ^ ��' r- ' ° /""_....___ «__. `- -- - • ,� _ / > i, :J -,. •,,\ ' \ \ ` '. �'' STR ` N\ \` rn `°° TO FLUME ����� -\ Am0fo4 AC. . \ �` [1 ��/��.��/ •.,o '" ` \. -.,, . �\' ~,, ~ ♦ .^ . ,� to ....0 /A,=Q0.58 66= 3.S4 CFS - ,A ^ ^ . / 672 00 0. -� \. ~`.'...».__.m., -- _..36.`=3"WIDE FLLIMD;,4'� c.,�• '- .... 2 `- _ -`_ -- M. _, ___. '.--_. ""-•— _ __^ __ _.,.._..,w `~" �I d � AX�` •`.- :.--`-`I.\`—, �: } "\�--., ,., �` _~^-- -.,._ - __.___ —___ _ --6�-8-•,:S..`SE DE IL25'NSit '`.`" _"_ • - ' �. __. --T_6Tg7p 02t4L 5HALE5N�ED�LIMT�Ir_� = CARg4.19 ACRES \,- ' W ~i - ` - — _ - -- ` I=6B0`. \ oro{:,; _ONE:I Il,tea. USE: VACANT ^a, Nd f r _ __ __ _ - ,`" - "^._ \ '"^+.. '•,.,. - ,*`'•"~ ,,` \'M\, '•,� '-•,,. ~`` '^'..,,, r \�\ / ! L ,j E';i � 'vt13`'a jC[{F s'� j af. a r cSc �/�o '' + 5' _C(C :'~ , , 'LI`ITsOF CLEARIN D R1 K't JO04s ~ r , \ �- t q - i I.a _ 200 p DATE: MARCH 4 SCALE: 1" =40' ' .,...- "'.-' "-,'\. -,. `„ ,` `' "� ^-,� 'a..,,,... "w ",, \'•..,a...»,- """°"_" � , "w \., f meµ, -».'-^`^ '••.. `_ •__..,, -._-- -"`. .r ! . f GV' t' . \ DESIGNED BY: CR 40 20 0 40 80 FILE NO. 0518E LNOTE TH 1 \5 5HEET FCfR [DfRAINAGE [DIVIDES AN[) 5ILTATION ER05ION CONTROL CNLIII 0 0 o SCALE: 1 " = 40' SHEET 2 OF 12 PIPE OUTLET CONDITIONS CONSTRUCTION OF A SILT FENCE SILT FENCE CULVERT INLET Z a' (WITHOUT WIRE SUPPORT) STONE CONSTRUCTION ENTRANCE EROSION AND SEDIMENT CONTROL NARRATIVE: ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO co A A PROTECTION BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER WITHIN FIVE (5) STAKES. ENDWALL 70'WN. EXISTING PROJECT DESCRIPTION e'MAx. A 1' �,DAYS AFTER GRADING. 5:1 3UA d°� THIS PROPERTY 15 LOCATED WESTVIEW BU551NES5 CENTER THE SITE AREA IS 10.41 MANAGEMENT STRATEfzIES W d° �- FlLTER CLOTH-� s• NIN. A BERM ACRES WITH APPROXIMATELY 1131 ACRES BEING DISTURBED FOR CONSTRUCTION. CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL Zj PIPE OUTLET TO FLAT i -- / / . I % '' TOE OF FILL CULVERT THIS PROJECT CONSISTS OF CONSTRUCTION OF I WAREHOUSE AND ASSOCIATED BEGIN AND END AS QUICKLY AS POSSIBLE. 0 AREA WITH NO DEFINED �� ;ate �-� /� (III SIDE ELEVATION APPURTANANCES. PLAN VIEW CHANNEL /i'� o EXISTING GROUND THE RESPONSIBLE LAND DISTURBER SHALL BE RESPONSIBLE FOR THE FLOW / EXI5TING SITE CONDITIONS INSTALLATION AND MAINTENANCE OF ALL ER05ION AND SEDIMENT CONTROL a 70' WN L III III ro pax MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT C\1 a ., s w, THE SITE 15 CURRENTLY VACANT. THE SITE CONSISTS OF OPEN FIELDS WITH ROLLING ARE CRITICAL TO THE EFFECTIVENE55 OF THE PROGRAM. LU 0 LO 4• o x (Oanoxu) TERRAIN. 5LOPE5 RANGING FROM 92&%% TO 33.16% RUN THROUGHOUT THE CC11 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT > N TO STAKES AND EXTEND THE EXCAVATED SOIL.1 10' AKIN. PROPERTY. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS 1 d IT INTO THE TRENCH. 12' MIN. � ErunNc SHALL BE CLEANED UP AND REMOVED. a � � � CO v SECTION A -A FILTER CIDTH KEY IN 6'-n ; RECOMMEIQDID FOR EN4niE PERO[eIER o TOE OF FILL PA "W ADJACENT PROPERTY LO � ELECTRIC POWER, TELEPHONE, STORM, SANITARY, WATER 4 GAS SUPPLY 1 0 m THE SITE 15 BOUNDED M-1 ZONED PROPERTY. TRENCHES ARE TO BE COMPACTED, SEEDED AND MULCHED WITHIN FIVE (5) 0 1 / SILT FENCE o o VDOT /I f'OSYINE DRNNAGf 10 NW. '' CQ (o DISTANCE IS 6' MINIMUM IF FLOW COURSE AGGREGATE I "-m .SEDLUENr DAYS AFTER BAGKFILLING. NO MORE THAN 500 FEET ARE TO BE OPEN AT Z LO � A _ _ Is TOWARD EMBANKMENT B I " ` E EROSION ANp SEDIMENT CONTRO� MEASURES ANY ONE TIME. W � p Las a� III! IIII OF IN EXTEND FULL I EGRESS � U3 3d (MIN.) / _ - FLOW OP rNGRess Anro EGRt s U] A ° / OPERATION PLAN VIEW UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND ALL CUT AND FILL SLOPES ARE: TO BE SEEDED AND MULCHED WITHIN FIVE (5) W ° d FLo1r * SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED DAYS OF COMPLETION OF GRADING. p,`O =III OPTIONAL STONE COMBINATION '� "'" ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THEyI�INIA DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL i/i�� � PIPE OUTLET TO WELL a Arw EROSION AND SEDIMENT CONTROL HANDBOOK r I E" fz, DEFINED CHANNEL SHEET FLOW INSTALLATION VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH TIME THE: CHECK DAMS PLAN VIEW I (PERSPECTIVE VIEW) 1.0' I.5' J• � GRADING WILL COMMENCE ONLY AFTER ALL EROSION AND SEDIMENT CONTROL SHALL BE REMOVED. 1 L FlLTER CLOTH DEVICES ARE IN PLACE. a PLOW SECTION A -A DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT A A s-� CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO 0 X -� B rl- 5 Q) FLOW 5TRUCTURAL MEA5URE5 CONTRACTOR PHASING OR OTHER UNFORESEEN CONDITIONS. IT IS THE -�- /G -"- 25' CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO an d '� `'• TH05E SHOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND CONTAIN SECTION A -A ;+' A CONSTRUCTION ENTRANCE (322) SHALL BE PROVIDED TO THE PROJECT AREA SEDIMENT ON SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE � 0 FILTER Cix" KEY IN 6'-9 RECOMUMED FOR ENYmE PERDLMTR NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION II I FROM SHADY ELM RD. CRT. 651). STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT BASKET, OR CONCRETE. POINTS A SHOULD BE HIGHER THAN POINT B. VDOT y3, y357. p5, #56 OR #57 COARSE AGGREGATE CUSS I RIPRAP CONTROL HANDBO 2. IA IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED TO REPLACE SILT FENCE IN ' HORSESHOE ' WHEN REINFORCED CONCRETE J DRAIN SPACE USING PLATES 3.18-3 AND 3.18-4. DRAINAGEWAY INSTALLATION HIGH VELOCITY OF FLOW IS EXPECTED SILT FENCE (325) SHALL BE INSTALLED AS SHOWN ON THE PLANS TO FILTER RUNOFF 3. d m 1.6 TINS THE MAIOYUM STONE DIAMETER. BUT NOT (FRONT ELEVATION) SECTION B-B FROM DISTURBED AREAS BEFORE IT LEAVES THE SITE. MAINTENANCE LESS THAN 6 INCHES. SOURCE: Adapted from Installation of Stray and Fabric filter Barriers for,1&jment Control,VA. DSIC PUTE. 3.05-2 ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE Source: Va. DSWC Plate 3.18-1 Sherwood and Tyant SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 SOURCE "PIED from 1983 M�tand Standards for Soil erosion and Sediment Control, and Va. DS►t1; Plote JO2-1 SUPERINTENDENT OR HIS REPRESENTATIVE AND WITHIN 24 HOURS AFTER ANY CHECK DAMS (320) SHALL BE INSTALLED IN EXISTING ROAD DITCHES TO REDUCE STORM EVENT GREATER THAN 05 INCHES OF RAIN PER 24 HOUR PERIOD. VELOCITIES OF CONCENTRATED FLOWS. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE 0 TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) SHALL BE PLACED THAT A GOOD STAND OF GRA56 15 MAINTAINED. ALL AREAS SHALL BE ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE FERTILIZED AND RESEEDED AS NEEDED UNTIL GRA55 IS ESTABLISHED. 3.20-1 CONSTRUCTION OF A. SILT FENCE DISTURBED AREAS. ROCK CHECK DAM (WITH WIRE SUPPORT) TEMPORARY DIVERSION DIKE SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY W ALL CONTROLS INSTALLED IN PHASE I TO REMAIN FOR THE DURATION OF THE AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. (Y 1. SET POSTS AND EXCAVATE A 4•X4- 2. STAPLE WIRE FENCING To THE POSTS. PROJECT. ANY REPAIRS SHALL BE MADE IMMEDIATELY. 2 ACRES OR LESS OF DRAINAGE AREA: TRENCH UPSLOPE ALONG THE LINE OF POSTS. CULVERT INLET PROTECTION DEVICES 13.08) SHALL BE PLACED ON INLETS TO 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, All STORM SEWER CULVERTS TO PREVENT SEDIMENT FROM ENTERING, ACCUMULATING IN 6" � AND THE BARRIER IS STILL NECESSARY, THE FABRIC SHALL BE REPLACED =� ! AND BEING TRANSFERRED BY THE CULVERT. IMMEDIATELY. 18"' min. ( ' FILTER CLOTS 3 I � � � � l --Flow TEMPORARY SLOPE DRAINS (3.15) SHALL BE INSTALLED TO CONDUCT (OPTIONAL) � t _ _ SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THEY REACH ONE-HALF THE IIII (I1 II CONCENTRATED RUNOFF SAFELY FROM THE TOP TO THE BOTTOM OF ALL FILL HEIGHT OF THE SILT FENCE OR MAKE THE SILT FENCE INEFFECTIVE. (DOWNSTREAM VIEW) , I II SLOPES UNTIL FINAL GRADES ARE REACHED AND THE SLOPE IS STABILIZED. VDOT y! -_ � 4.5' min. � TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 5mgo � TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE. Q COARSE AGGREGATE -ti %' �� TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) SHALL BE PLACED / ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. FLOW -III = III DISTURBED AREAS. IF THE GRAVEL OUTLET IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED PLOY 3 4• AND CLEANED OR REPLACED IMMEDIATELY.,TH OF 3. ATTACH THE FILTER FABRIC TO THE WIRE a. K "i AND COMPACT THE SOURCE: VA. DSWC PLATE 3.09-1 UTILITY CONSTRUCTION THE CONTRACTOR 15 RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN FENCE AND EXTEND IT INTO THE TRENCH. :ADATED SOIL PROVIDE SILT FENCE AND/OR OTHER CONREOL DEVICES, AS MAY BE REQUIREC, TO A CLEAN, DUST AND MUD FREE, CONDITION AT ALL TIMES. 2-10 ACRES OF DRAINAGE AREA: CONTROL SOIL EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS MARK D, SMITH SHALL BE GLEANED, GRADED AND STABILIZED WITH GRA55ING IMMEDIATELY AFTER PHASES OF LAND DISTURBANCE ACTIVITIES b No.022837 k THE UTILITY INSTALLATION. I. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY. P 2. PLACEMENT OF SEDIMENT CONTROL DEVICES. 6 �✓ `:� PROVIDE A TEMPORARY STONE SPLASH PAD AT ALL FIRE HYDRANTS OR OTHE'" 3. OBTAIN INSPECTOR'S APPROVAL PRIOR TO BEGINNING GRADING I� 3„ f POINTS OF DISCHARGE DURING TESTING OF THE WATER DOISTRIBUTION SYSTEM. OPERATIONS. NAL FILTER CLOTH j = 1 4. CLEAR AND GRUB REMAINDER OF SITE. (OPTIONAL) VECxETATi VE MEASURES 5. ROUGH GRADE SITE. FLOW/ - PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED 6 E DEVICES WITH SEDIMENT CONTROL. FINAL GRADING (DOWNSTREAM VIEW) III '" = III AREAS WITHIN SEVEN (l) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION 8. RESTORATION AND STABILIZATION OF DISTURBED AREAS. VDOT it EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. OF THE SITE, TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (1) S, REMOVE EROSION AND SEDIMENT CONTROL MEASURES WITH THE APPROVAL COARSE AGGREGATE DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN OF THE INSPECTOR FLOW 3., FILTER FABRIC DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATiON STORM WATER POLLUTION PREVENTION NOTES SHALL APPLIED TO ALL AREAS THAT ARE TO BE LEFT DORMANT FOR MORE 1. THIS SITE PLAN SET 15 TO BE INCORPORATED AS PART OF THE STORM III I WIRE III THAN SIX1X l6) MONTHS. WATER POLLUTION PREVENTION PLANS AND PERMIT. CLASS ! RIPRAP TOP501L THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE 2. LITTER, CONSTRUCTION DEBRIS AND CONSTRUCTION CHEMICALS EXPOSED SOURCE: Adapted from JuUHatioa of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER TO STORM WATER SHALL BE PREVENTED FROM BECOMING A POLLUTANT shod t Tyad GRADING. SOURCE FOR 5TOR1 WATER DISCHARGES. 3. EROSION CONTROL MEA5URE5 SHALL BE INSPECTED BY THE RESPONSIBLE E­ LAND DISTURBER TO ENSURE THEY ARE OPERATING CORRECTLY. DISCHARGE W W AND DOltN5TREAM LOCATIONS SHALL AL50 BE INSPECTED TO DETERMINE WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING E-1 ER0510N/5ED IMENT CONTROL LEGEND SILT FENCE DROP INLET SIGNIFICANT IMPACTS TO RECEIVING WATERS. IF EXISTING CONTROL O H > PROTECTION IMPLMEASEMENTATION TA ION SHS NEED ALL BE MODIFICATION (BEFORE TTIONAL HE NEXT ANTICIPATED NO. KEY SYMBOL DESCRIPTION BLOCK & GRAVEL CURB INLF., T STORM EVENT. S ARE NEEDED, � Q �' TEMPORARY GRAVEL CONSTRUCTION 2 x +' WOOD FRAME SEDIMENT FILTER � W � �r-�' DROP INLET 322 GE WITH GRATE 4. THE RE5PON515LE LAND DISTURBER SHALL BE RESPONSIBLE FOR � � rN--+ �:) ENTRANCE T CURB INLET PREPARING INSPECTION REPORTS PER PART 11, D., 4., G. (INSPECTIONS) AS U w O �° FRAME �- REQUIRED BY THE PERMIT. I_ I O W U 3 m5 SF X---- SILT FENCE 1.5' MAX. U -- - ���� 5. THERE ARE NO KNOWN, NONSTORM WATER DI6CHAR3E5 ASSOCIATED WITH W x THIS PLAN. ~ 3.01 IP STORM DRAIN INLET PROTECTION �- - U \\ �--/ 3' MIN. O V 1�1 F yl 3.08 GIP CULVERT INLET PROTECTION GATHER EXCESS 3213 DD TEMPORARY DIVERSION D--4 [DIKE --- ,'1 ^ AT CORNERS � WIRE SCREEN CONCRETE BLOCK L 3.10 FD FD TEMPORARY FILL DIVERSION PERSPECTIVE VIEWS GRAVEL FILTER 0 O EROSION/SEDIMENT CONTROL LEGEND W WD 3.11 RWD TEMPORARY RIGHT OF WAY DIVERSION STAKE I I RUNOFF OVERFLOW N0. KEY SYMBOL DESCRIPTION a -I' WSEDIATERMENT' wTH FILTERED WATER TEMPORARY GRAVEL CONSTRUCTION W 3.12 DV .../../..►� DIVERSION FABRIC -J� o _ 3.02 CE ENTRANCE ILIUUUU SILT FENCEX-3E 11 3.13 ST TEMPORARY SEDIMENT TRAP 3.05 SF II 1 MIN. 3.18aft 3.07 IP STORM DRAIN INLET PROTECTION RESPONSIBLE LAND DISTURBER OUTLET PROTECTION I IIII, �� OP SEDIMENT 1 3.09 D DD TEMPORARY DIVERSION DIKE NAME: � 3WIRE SCREEN 20 CD -- , --' ROCK CHECK DAMS 2" X 4• WOOD STUD T� CURB INLET 3.10 D FD TEMPORARY FILL DIVERSION #. ELEVATION OF STAKE AND -►�+- CERTIFICATION 3.33 50 -� -�-- SODDING FABRIC ORIENTATION DETAIL A 3.12 Q -�♦-�- DIVERSION SPECIAL APPLICATION D'=`TE' 338 TP 0-0-0 TREE PROTECTION 3.13 ST �►®� TEMPORARY SEDIMENT TRAP THIS METHOD OF INLET PROTECTION IS APPLICABLE AT 3.1�P OUTLET PROTECTION THE RESPONSIBLE LAND DISTURBER LCG CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY D CHECK DAMS I5 THE PARTY RESPONSIBLE FOR DATE: MARCH, 2004 LIMITS OF CLEARING 4 GRADING SPECIFIC APPLICATION 3.20 TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. � �'''� THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE 3.33 QO SO 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 O a-o-a TREE PROTECTION ACTIVITY 45 SET FORTH IN THE PLANS. 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 Plannina and Desian 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. 0518E 14 DAYS AFTER START SHEET 3 OF 12 w (L O 4t M e) O O 04 00 M O w TF 00 LO O N N ice. 0 is m z I IL 6 wo O I - I I �111 ) - �) ! ' , loggia% 00 % • ku UA '• �' �'" _/ •• _11- ., ` (\ • ' %.� ■ r O LO 'IN I .!>111 / ., �. 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'` I / •y. r... ii ••l .•' ,t�' ', A.. .. \ \ �� \ \ \ \ \ ��EC \ \ \ \� ` . \ O,CY;� 100, MARK D, SMITH 9 No• 022837 3 / // o / / ` / / // of / ��\ \ ` \\ \ S'ION AL / y_£{r / �m / / ; LOT 11 I / PREP. . BLDG TMM. 64-11 i 129,400 S.F. o ` - - - - - - - - /,,, CA [�L S. HALES I FF-674.10 /41 , � / / ' / / / 10 4 ACRES ( FULLY SPRINKLERED / // /�i /' '' /' / f/ o / USE: VACANT p I - - - - - - - - - - - - _ TEMP. 40- _ \ - GRADING ESMT.0000 _ co -- 3 t� (F,qs �SSS D S� \ I 64m\ \\ \ OH DOOR \ OH DOOR I OH DOO_R_ — — 67S ON DOOR "'� �\ \\ .13jg ` U v► \ \ \ \ \ \ \ �� 4(T l`7 \\ \ \ \ (18' X 101) 15 \l10' X 101)15 I (18' X 101) 15 662' (IS' X 101) 15 -- — — — — — ' ~ 13513� 13� l3� 13� 13pc �.. \ \ — sc \ \ \ \ 138CC 136 s — 13,0 13 '1 fmcmc 13 OF \ \634 \ \ \ \ 6' \ \ ` \ - 672 \ 1 \- \ \ ' � _ .r- - - �-•. � 7 11-m�` .,_ - ` sc 2 \ \ �' ram', 12 \, \ ~+i -^- -- — — — ..� "'\ \ \ �t3C ` J s �` ` \ _ \ ` \ ` \ \ \' w rQ, _ \ \ \ \ _ 11]� \ \ \ \ W 6'70 f \ mZ �7� `~ ! -- \\ \\ 1150 N \ ~_ 6 - �.� ``` LOT 12\ \� '� I11 - - -- _ _ - i-- - \ \ ` ` - / \ \ \ \ 11� 1IB _ \ CARL S. HALES \ - -. r-- 66 - \ \ ` \ 11� 4.19 ACRES 660 1 �Ol� Mom' \ . 662111m USE: VACANT W -----__ 1`` \\` \ ` `_ ````•�'�� \\� \\\ \ `, \` \ I I I I I / / -gym ~ ` 654_ \ / I S® 00 '/ ._ — _ ` \ ' \ ` -... "' "--- .,— .` '\ �, \ \ \ \. '! ^"' \ ` "'' e \ •' / I � Cp � lS` � � � \ `J / .._.. -/) it �', 900 i' /" 'I \ \\\ \\ \ --------ice\\ \\\ \• ``� `\\\• \ / \ \mot \ \ \\ .._._.._-_._-- _..-_..- 58 _------_-�--' ' \ / / rr .- ,, _._. .\ . -- .._. _... - - _ - - -, \' \ � \ \ \ '. -.. \ . \\ � •. \ ..... / % / 1 \ \ \ \ \ \ ` \ ...._ - -- �. - �`! � ---- •-d- ---- - '�aiv I / \ \ \ \ f / ( I DATE: MARCH, 2004 / r ! .'`- --_. \ \,"`" -_.. •'\ \, \' , '`'` '`" ` ' \ \ ��." ---- ---•- �� \ \ \ \ \ ``--......_ -- -."' '- """ -•"'"" � .._ -- OUT = � / � \ \ \ / i I ,/' _ \\ \ ` '-' ..,_, \ . \ \ ' `� ' ` \ \\ \ �- _.. -- - � .. � \ � \ � \ \ \ ` f- 'r,... ..--• l ' - - _ `•�. \ \ \ \ \ ./ SCALE: 1" 40' ' I TNV 01 \ -- _ - Jam_ / \ ," DESIGNED BY: CR 40 20 0 40 80 FILE NO. 0518E SCALE: 1 " = 40' SHEET 6 OF 12 N �o SWM STRUCTURE --- SEE DETAIL SHEET 12 __-- 60-48" RCP CL. III g 13.30�0 / ZPR0P 20' WIL E5 T. B" WIL "B„ 11+00 12+00 13+00 8„x6„ TEE / ' ` / o /� LINE 1611 000, 00 1 45 :; , , •. h I y�'0 •.oY•4 I p 50 -60" RCP CL. 111 6 143090 5 � I P I O0 42'-3' WIDE FLUME "B" CHANNEL ip 45.00�o 84" DIAMETER SEE DETAIL-SH. 12 CONCRETE RISER SEE DETAIL SHEET 2 I-F%I A35, LOT 11 I PROP. BLDG. 15' EC- I I CARL S. HIALES I 1-11 129FF-674. 0 <<cL'�'G�cN 1 c - ADDITIONAL STORMUlATFR MNGMT FASFMENT RESERVATION 5EE INST. No. 030022516 �Ok Al EX. i6'- • �� CL III � ® RCP 7. 14+00 15+00 \ 6 " FIRE nit ",JU Az 0 o U do No 22-51 PROP. 20 STM. \ � 5' EC -I BEND �So o,�Q SEIU. ESMT. I� 0 --- �c r < �So o \ NOTE: ALL EX. UTILITIES SHOWN ARE FROM EX. RECORDS PERT. 4 HORZ. LOCATIONS ARE APPROXIMATE. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DIG TEST HOLES AT ALL UTILITY CROSSINGS AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING MISS UTILITY AND HAYING ALL UTILITIES MARKED IN THE FIELD. IT IS POSSIBLE THAT SOME EX. UTILITIES ARE NOT SHOWN ON THIS PLAN DUE TO THE INADEQUACY OF EX. RECORDS. I-8"x8" TEE 2-8" G V.'S LOT 12 T.M. 64-II-12 CARL S. HALES 4.113 ACRES ZONE: MI USE: VACANT 40 20 0 40 :# SCALE: 1 .0 0) Z � O W W Z Z W oin co cQ m It aC o li co ' � Z�' u' x Lo� Lu C.) a��u So Loa . as Hw -4 VI VI rIl-N N ow rn w O 5 a H A MARK D, SMITH No.022837 O ��sslo ��ti C0 E-i W U) > cc Q z W 1-4 � aoEE" U E— � CL Z_ wQ W x W U) DATE: MARCH, 2004 SCALE: 1" =40' DESIGNED BY CR FILE NO. 0518E SHEET 7 OF 12 i N N\ Luoz z RM-" W c— — -- v-� RM R ARM RM RM 1�AJ PROP. ?O U//L EMT TREE LEGEND SYMBOL. QIUANTITY N,4ME qq lPLANTINCMrt REMAWS CALIPER R15 RED BUD r' 545 2" MIN DW 8 DOGWOOD � 545 2" MIN RM 1(o FRED MAPLE �' 545 2" MIN Wo 19 WHITE OAK r' 545 2" MIN RO 12 RED OAK 545 2" MIN LC 10 LEYLAND CYPRESS 0 545 2" MIN W O L G RO LOT 2 T.M. 64-11-I2 CARL 5. HALES 4.19 ACR,E5 ZONE: MI USE: VACANT 40 20 • 'i :• SCALE:•• a 0) z \ O W W z z W o ,n 0*00 co C\2 0 It H QN ccd (1 CYJ U z~' �C�' x LoC W � 0 U N � U) rr ilk O O (D W Ul 0 H OF !rI U MARK D. SMITH o No.022837 'O ssl ONAL _ (J) E W iU) > W Q E a a. o a0 Q ~ z Z W W Q Z W U) DATE: MARCH, 2004 SCALE: 1" =40' DESIGNED BY: CR FILE NO. 0518E SHEET 8 OF 12 685 .:D bi5 ii 665 655 it 645 68C 615 6i0 -A VOW a U 655 650 645 685 6�15 665 645 640 640 00 15+50 16+00 16 +50 11+00 11+50 18+00 WATERLINE IIE3II 6l5 665 6l5 665 0+00 0+50 I I I/I II� tl WATERLINE 11511 665 655 645 665 655 ..� ....w w 645 0+00 0+50 I/L ilF II 6�5 MIA 655 645 640 MWI 6i0 665 655 0 645 640 0+00 0+50 III/L IIII O z co 685 O Ul z 680 a z LU o 6i5 > CO CQ N iOD Q tiD CObi z y I t� 6l0 la x ti;' LO C\2 qa� -� W O 4 ti a LO to U LO (065 o Q) d � w 660 rn z 0 645 TH OF Irf �o �r MARK D, SMITH v v No.022837 O ��sslo ��ti 4- 685 6l5 665 . it 655 1+00 1+50 2+00 5AN, L AT. 11,411 2 +50 685 6'(5 665 655 i 695 685 6i5 665 660 655 685 6'(5 665 655 650 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 -5020 0+00 0+50 1+00 1+50 2+00 5TM, RUN 1-4 2+50 3+00 3+50 685 675 /r 665 07-T41 655 4+00 685 6i5 6 I® 665 o 655 50 25 0 50 100 SCALE: 1 " = 50' r 0 ul W R Z � LLI Lu z z o Ln �■ o cQ 00 It 1 FBI •rhiQ CD In M� r W W 04 U U Lo� Hw �Tx of � l MARK D, SMITH No, 222837 'o ��s�Io NAL _ U] CD E-r 'T. W U O (?l co > crm Q w W E-+ w a � rD O � ® E." U W Z Q w w �i > E-+ c Z W DATE: MARCH, 2004 SCALE: V' 15 t' -_5' DESIGNED BY: CR FILE NO. 0518E SHEET 10 OF 12 concrete pad V-6" sq. x 6" deep 4" Stan screw type adjustable valve box I 36" min. location marker stone valve megalugged I to main megalugs I $•$$•••sue$$°°` •:ilea aai=°E:a• •°°° '° alu —me 9 g .. .�:; eaeMN aeaeaeae :::•,'see - - - - •Ealaiai :•sa:•a•: :ail%sea 7 :•.•°•• ap;a'a;a:a;e aoaoB;t:•:3; :;:•,E;:•°:•$ V •E%:a: thrust block 18" to 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 O.D 8' - -- -- ` scone STBNDABQ CONCRETE ARCH NOTE: To be compacted to 95% of ASTM 0698 maximum density TRENCH & BEDDING Figure 1 select backfdl note) top of manhole at grade in pavement areas unless otherwise directed I.1 -6""I (top shall be set 24 min, above grade in easement areas) square skid pad 6- thick —I wrap around heat shrinkable sheet [WropidSeal by CANUSA] F 4 bolts (3/4- dia.) 35- max. adjustment rings (11" max.) �- a. 4 concrete ASTMC-150 4000 psi 12" or 16' (typ.) i pioneer 301 mastic applied between joints and on exterior side of joints joints are to be sealed with '0" ring gasket •e, I I.D. pipe to manhole connection to be :..e by flexible sleeve invert channel to provide a 4 211T smooth transition in to out, S--0' min. ' max. for all connections 2'-0' grout bottom of manhole • ' • �:; ;�!'�;;,.. 'r,`.` ^,. ! estop of bench -wall 1. - :��<?;°:•'•j;;:� same elev. as to form channel .•.\ ' vr'%::T'.0/2 •_°'.i•''"' "rc;_�t, top of pipe 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 bitumastic 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 roads. S. Flat Lop casting shall be used an shallow manhole (6 ft. or less) installations. STANDARD MANHOLE Figure 12 trend) width as required 6' dia. schedule 40 steel := ' pipe filled with concrete 3' and pointed yellow { • 7' 2, `• Ia" dia. 4 concrete encasement concrete thrust block BOLLARD DETAIL direction of setting to be approved prior to installation i�-,— as required pad V-6' sq. x 6' deep [concrete 2' min. - 6' max. 4" ston i screw type adjustable stone stone to be min mum valve box rof 6' above lop of base N,iocator marker mechanical joint swivel tee with 6' branch FIRE HYDRANT ASSEMBLY Figure 9 spigot ��ted 2f eizrg4o5abend R ?a hell odaptw y.~ 2, y?, � locator peg � �• �•:.. �' �:; ,,,.,w ,.;,._ •, h-:,.;�..� y,y tit•/,• ^f, riTTr '�'?n AN f'• - - 't r. � `y C .r I C y J' mnlmum d, ++- SOR 21 gasketed fittings p(oe and ' 356x4_ be gasketed w}e Sf.H 40 TWO , F a o Zino ill' 36' min. rover 4 .• ,1 .wry, '�.`i1 �f,�L•••' � tilvn �?R3 ,•. ia'„M, i'.. 4 :S,-. a.r,iZliM' ^;�P.ti'�aYq' .� 4 ,\ •1 ,1t ti .. �.,, Fyf - � •r• treat 2 x 4' with Top panted peen 4' pipe at 200X mnlnwm grade t,Ft J n H} r- GRAVITY SEWER SERVICE LATERAL Figure 15 SIGN SHALL BE LOCATED SUCH THAT IT WILL NOT BE OBSCURED BY VEHICLE PARKED IN SPACE. F E,.pSIGN (SEE DETAIL) 1 2- T11 11 WHEEL 11T LIGHT COLORED REFLECTIVE BACKGROUND MAIL I_ -I DARK COLORED 2' LETTERS & 3/8' BORDER RESERVED INTERNATIONAL. SYMBOL PARKING OF ACCESSIBILITY 61 0ttff 13' MINIMUM 1 4.0' MIN. F&IF&I 7.0' MAX. DISPLAY CONDITIONS UNLAWFUL 4' STEEL PIPE FILLED WITH CONCRETE PARKING IN THIS * SPACE IS SUBJECT 5. TO A INJ OF DARK COLORED REFLECTIVE TO 50.00 100.00 BACKGROUND MATERIAL * 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 650.41 HP-1 cNCaF PRINCEEWlwA+ HANDICAPPED PARKING SPACE STANDARD VIRGINIA I•X4"X4'-8. SLATS, 2-FINISH NAIL AT TOP AND eOTTOM 2'X4'X4' BEAMS, TOE NAIL TO I 116" /L NOTES: _ I. PRESERVATIVE STAIN ON ALL WOOD. -" COLOR TO MATCH THAT OF BLDG. e 2. FINISHED 50E OF FENCE SHALL FACE n ADJOINIW3 PROPERTY, IF APPLICABLE. $ CCHPACTED GRAVEL WOOD FENCE DETAIL FOR DUMPSTER ENCLOSURE NOT TO SCALE Dt-durnppad CG-128 • �..• cRosswAx 7'-10' MIN. o PERMISSIBLE 7'-10" W-O" 7'-10' CONSTRUCTION JOINT MIN. IN A A . B B 6 �jnjlII ''jn�III II CROSSWALKL �� I I II TANGENT PLAN TYPICAL PLACEMENT AT INTERSECTION ® 7" 3 CG IS WITHIN CROSSWALK CC-3 CC-7 IS USED NOTES: THIS DESIGN INCORPORATES A RAMP. FLOOR AT BOTTOM OF TWO SLOPING SIDES WITH 60' X 60' MINIMUM �p C ® G-2 DIMENSIONS. PLACEMENT OF DRAINAGE STRUCTURES IS CRITICAL. OR CG �62 6 wice CURB RAMP HAIR TO BE CLASS A-3 CONCRETE (CUSS A-4 IF PRECAST) WITH SLAP RESISTANT INTEGRAL 20.1-� ilex DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RAMP FLOOR MAY BE PRECAST OR CAST IN PLACE). THE DETECTABLE WARNING SHALL. BE PROVIDED BY AN EXPOSED AGGREGATE t f . •.. 1 FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1, SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. SECTION A -A IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL. BARS SO THAT ADJOINING FLARED i 5 DOWELS, 8- LONG SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL 3 12• C-C BE CLASS A-4. SLOPE 12:1 PERMISSIBLE REWIRED BARS ARE To BE NO. 5 X 8' PLACED V CENTER TO CENTER HANG BOTH SIDES OF THE RAMP f MAXIMUM /- JOINT FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1 1/2-. CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT A 4 CURB CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE -IN -PUCE CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO THE CURB RAMPS ARE INCLUDED IN PAYMENT SECTION B-B FOR CURB/CURB AND GUTTER. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. b 9S LIMITS OF EXPOSED AGGREGATE SIDEWALK CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AND ACCESSIBLE ROUTE ® WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, ® ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS UNOBSTRUCTED, STABLE, FIRM AND SUP RESISTANT OR AS DIRECTED BE THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT. FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS. SPEaFICATIO REFERIENCE PARALLEL CURB RAMP 105 (ACCESS FOR MOBILITY IMPAIRMENTS) 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.05 TOP OF GUTTER P WIRE MESH REINFORCING V.D.O.T. ROAD AND BRIDGE 5`rANDARDS SECTION 3fd1.04 CLASS A-3 CONCRETE 6" 5A5E 21-A t�Vl II f-il.. I)=t./ �JI.Rj..Jl�ft�LJG (COMPACTED TO gt�%; (DEN51TY AT OPTIMUM MOISTURE CONTENT, VDOT VTM-I METHOD) TRASH [DUMF5T R FAQ (NOT TO 5C,4LE) 1.5" SM-2A 3" BM-2 8" GR-21A COMPACTED SUBGRADE The bottom of the curb and gutter may be constructed This area may be concrete Y parallel to the slope of at the option of the contractor subbase courses provided a minimum depth of 7' is This curb may be used when maintained. design speed is 40 MPH or less on Rural highways and 45 MPH or For use with stabilized upon -graded less in developed urban & suburban drainage layer, the bottom of the curb areas. If these design speeds are and gutter shall be constructed paralle exceeded Standard CG-7 is required. to the slope of subbase courses Note: and to the depth of the pavement. 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 cast in place, 4000PSI if precast. SE REFERENCEE REFERENCE COMBINATION 6" CURB & GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 1' (TYP) II (TYP) 10' D.G. l TYP% CG-ro SLOTTED CURB DETAIL NTS 4" REINFORCED GONCRETE 3000 PSI 4" 5U55A5E (21-A STONE) IUIDTH VARIES SEE SITE PLAN 1/4" = 1' OEM COMPACTED 5U5GRADE (95% DENSITY) CONCRETE 51DEUJAL< DETAIL (NOT TO 5CALE) concSW ONS I TE T'�F I CAL. FAVEMENT SECTION NOT TO 5CALE HEAV'Ti/L IG;HT � SURFACE COURSE BASE CO=.1R5E A5E VDOT STD. GR-21A ACTED 5U53RADE l L.ur-Ir'ACTED TO 957o DENSITY AT OPTIMUM M015TURE CONTENT VDOT VTM-I METHOD) PAVEMENT DE51GN BASED ON A SUBGRADE CBR DESIGN VALVE OF (o. SOIL TEST OF THE 5U5GRADE MUST 5U5MITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNE55 PRIOR TO CONSTRUCTION. Dt-PVMt3 TABLE 3,31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS 'QUICK REFERENCE FOR ALL REGI❑NS' Rate Planting Dates Species (lbs./acre) Sept. 1 - Feb. 15 50/50 Mix of Annual Ryegrass (Lollum multi-florum) & 50 - 100 Cereal (Winter) Rye (Seca) cereale) Feb. 16 - Apr. 30 Anual Ryegrass 60 - 100 (Loliium multl-florum) May 1 - Aug, 31 German Millet 50 Seeding Seed shall be evenly applied with a broadcast seeder, drill, cultipacker seeder or hydroseeder. Small grains shall be planted no more than one Inch deep. Grasses and legumes shall be planted with no less than 1/4' soil cover. co TABLE 3.32-C SITE SPECIFIC PERMANENT SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA Total Lbs, Minimum Care Lawn Per Acre - Commercial or Residential 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 90-1007 - Improved Perennial Ryegrass � 0-10% - Kentucky Bluegrass 0-10% High -Maintenance Lawn Minimum of three (3) up to five (5) varieties of bluegrass from approved list for use In Virginia, 125 lbs. General Slope (311 or less) - Kentucky 31 Fescue 128 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Cropxl)K 20 lbs. 150 lbs LoR-Maintenance Slope (Steeper than 311) - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 lbs, - Seasonal Nurse Crop)KxT 20 lbs. - Crownvetch wwo 20 lbs. 150 lbs xt Perennial Ryegrass will germinate faster and at lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed. )Kx Use seasonal nurse crop in accordance with seeding dotes as stated below) March, April through May lSth Annual Rye May 16th through August 15th Foxtall Millet August 16th through Sept.,❑ct, Annual Rye i November through February Winter Rye x)K)K If Flntpea is used, increase to 30 lbs,/acre, All legume seed must be properly inoculated, Weeping Lovegrass may also be Included In any slope or low-maintance mixtures during warmer seeding perlodsJ add 10-20 lbs/acre in mixes. W W WO to N O wco E'"'I H evP LTH OF � MARK D. SMITH � No, 022837 O loNAIL e.6 ti _ Cc V J E--I W H W w O � rn�t V 1 tr•-•F-�I V1 H f-� � W z wQ r W DATE: MARCH, 2004 SCALE: NTS DESIGNED BY: CR FILE N0. 0518E SHEET 11 OF 12 STORM 5EWE R DF=51GN COMFUTATION5 FROM PNT TO POINT DRAIN. AREA ACRES RUNOFF COEFF. C CA INLET TIME MIN. RAINFALL INTENSITY INA R. RUNOFF Q C.F.S. INVERT ELEVATIONS (ft) LENGTH FT SLOPE FT/FT DIA.. IN. n CAPACITY C.F.S. VEL. FPS FLOW TIME SEC. REMARKS INCREM. ACCUM. UPPER LOWER 4 3 0.24 0.90 0.22 0.22 5 6.80 1.47 669.26 667.59 167.0 0.0100 12 0.013 3.56 4.3 39.0 3 2 0.55 0.90 0.50 0.71 5 6.80 4.83 667.39 663.40 133.0 0.0300 1 12 0.013 6.17 15.3 2 1 0.94 0.90 0.85 1.56 5 6.80 10.59 663.15 658.95 84.0 0.0500 15 0.013 14.44 Hi± 6.6 STD. CCx-ro i O O 'I I �>--"4'S EW-I' O.C. .6-I' TOP OF CURB GUTTER PAN 0 y CONCRETE o ANCHORS ELEVATION NOTE: PLAN VIEW STONE TO PLACED AS IF IT WERE TYPICAL C4G FLUME DETAIL NTS FACE OF CURB AT STREET OF CURB rREET 96' TOP NT. w Oil omil 1� I all NTS > POND BOTTOM a m Z C'I O Lu Z t� Z W >■ CD cli CO It C U Z _b 4 ��� �� c cd x LON WIn sue, aLOcw a Lo E- w �q !y 0) 0 N (u p~j w rn w A41511 TH 0);7 �o �f 10 'A U MARK D. SMITH � No.022837 k _ NAL 1 _ W u Q o � z a � � w w � W DATE: MARCH, 2004 SCALE: NTS DESIGNED BY: CR FILE NO. 0518E SHEET 12 OF 12 GENERAL NOTES 1. Methods and materials used in the construction of the improvements herein shall conform to the current County construction standards and specifications and/or current VDOT standards and specifications. 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, must be provided prior to issuance of the site development permit. The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment Control Handbook. 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation (VDOT) and Frederick County prior to construction in existing State right-of-way. 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a representative of the developer must be available at all times. 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). 8. All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. 9. 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. 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated on the plans and as required at the field inspection. 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conform to VDOT standard SB-1. 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all times. 14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines. 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction. 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a result of his construction project within or contiguous to the existing right-of-way. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site # development permits. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected in accordance with state law. In the event gravesites are discovered during construction, the owner and engineer must be notified immediately. 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has been prepared, it should supersede the requirements in this note. 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. UTILITY CONTA CTS 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, P.O. Box 1458 Phone: Verizon Hagerstown, MD 21741 P.O. Box 17398 � 1-800-654-3317 Baltimore, MD 2129� (301) 954-6282 MISS UTILITY 1-800-257-7777 FIRE MARSHAL'S NOTE Fire lane markings and signage: Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall's Office. FIRE FLOW DATA: HYD# STATIC PRESSURE _ RESIDUAL PRESSURE _ AVAILABLE FLOW = SOURCE: DATE: FIRE FLOW DATA: HYD# STATIC PRESSURE _ RESIDUAL PRESSURE _ AVAILABLE FLOW = SOURCE: DATE: HANDICAPPED PARKING NOTE Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. VOOT GENERAL NOTES V1. All work on this project shall conform to the latest editions of the Virginia Department o Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall be govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration and VOSH Rules and Regulations. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and Bridge Specifications, Section 104.04-C. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility company. It is the sole responsibility of the developer to locate and identify utility facilities or items, which may be in conflict with the proposed construction activity. VDOT approval of these plans does not relieve the developer of this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision 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 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, 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. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project which will be accepted by VDOT and that testing shall be conducted according to all applicable VD0T 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 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. 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 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. FCSA CONSTRUCTION NOTES 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.) 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 EACH CONNECTION. 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: 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. 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. LEGEND EXISTING INTERMEDIATE CONTOUR - - -' - - - 33 - - EXISTING INDEX CONTOUR - _ - - - 330 PROPOSED CONTOUR 40 EXISTING EDGE OF PAVEMENT EX E/P PROPOSED EDGE OF PAVEMENT PROP E/P EXISTING CURB AND GUTTER EX C&G PROPOSED CURB AND GUTTER PROP C&G CG-6 TRANSITION FROM CG-6 TO CG-6R EXISTING TELEPHONE LINE CG-6R PROPOSED TELEPHONE LINE T T EXISTING STORM SEWER EX. 15" RCP PROP. 15" RCP PROPOSED STORM SEWER EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING ELECTRIC SERVICE PROPOSED ELECTRIC SERVICE EXISTING GAS LINE PROPOSED GAS LINE PROPERTY LINE - FLOW LINE- FENCELINE EXISTING POWER POLE -a EXISTING TELEPHONE POLE b EXISTING WATERLINE W/ TEE - ' T' W PROPOSED WATERLINE W/ TEE W !Ti W EXISTING FIRE HYDRANT D& EXISTING WATER VALVE PROPOSED WATER METER m EXISTING REDUCER PROPOSED REDUCER STOP SIGN HANDICAP RAMP (CG-12) DENOTES LOCATION OFpp�� �STD NNV�DD,,OT SIG'ANDA DI3AMP ONSTRUSON PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES TEST PIT LOCATION 111:1Z1111000 10 Ni 101 VEHICLES PER DAY COUNT PROPOSED BUILDING ENTRANCE EXISTING STREET LIGHT PROPOSED STREET NAME SIGN PROPOSED SANITARY LATERAL CLEANOUT SANITARY MANHOLE IDENTIFIER STORM DRAIN STRUCTURE IDENTIFIER EASEMENT LINE CENTERLINE EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION EXISTING TREE LINE EXISTING TREE PROPOSED TREE DATE 4 O O 12.0 715 3 ;r� 15" OAK 15" PINE 15" OAK 15" PINE I�ajl�l7/ VICINITY MAP ATR 1 = 9..nM °V Q- 'bolt o b MEN 01­�l PROJECT INFORMA TION SITE LOCATION WE .'JVIEW BUSINESS CENTER PARCEL IDENTIFICATION NO. 64- '11-11 LOT AREA 10.-;4 AC. DISTURBED AREA 11.:'1 AC. CURRENT ZONING M-- CURRENT USE VA .ANT PROPOSED USE WA.1<E1-10USE/OFFICE SIGNS: N(:-JE PROPOSED. ANY FUTURE SIGNAGE MUST CONFORM WITH THE STANDARDS OF SECTION 165-30 OF THE FREDERICK COUNTY ZONING ORDINANCE. OUTDOOR LIGHTING: BY OTHERS BUILDING HEIGHT: MAXIMUM ALLOWED=60'-O" PROPOSED=28'-0" BUILDING SETBACKS: REQUIRED: FRONT: 75' PROPOSED: FRONT: 76.00, SIDE: 25' SIDE: 66.85' REAR: 25' REAR: 135.80' F.A.R. CALCULATIONS LOT AREA = 467,834.4 S.F. - 10.74 ACRES PROP WAREHOUSE = 129,400 S.F. TOTAL = 129,400 S.F. 129,400 S.F. - 2.97 AC / 10.74 AC = 0.28 = F.A.R. OPEN SPACE CALCULATIONS 25% OPEN SPACE REQUIRED = 467,834.4 SF X 0.25 = 116,958.6 SF OPEN SPACE PROVIDED = 212,096.3 SF OR 45% LANDSCAPE CALCULATIONS TOTAL kPROPOSED IMPERVIOUS AREA = 129,366.2 SF REQUIRED PERIME i :R PLANTINGS = 100,000/2000=50 + 29,366/5000=6 TOTAL PERIMETER PLANTINGS REQUIRED = 56 TREES REQUIRED !NTF.RIOR PARKING LOT = 5% OR 1 PER 10. SPACES 41 SPACES/10 = 5 TREES REQUIRED T,",TAL REQUIRED PLANTINGS = 61 TREES TC ; AL PROVIDED PLANTINGS = 71 TREES PARKING CALCULATIONS REQUIRED. PARKING: OFFICE = 1 SPACE PER 250 S.F. WAREHOUSE = 1 PER EMPLOYEE = 18 OFFICE AREA = 5,000 S.F. 250 S.F. 20 SPACES REQUIRED WAREHOUSE = 18 SPACES REQUIRED TOTAL SPACES REQUIRED = 38 TOTAL SPACES PROVIDED = 41 HANDICAP SPACES REQUIRED = 26 TO 50 SPACES 2 SPACES REQUIRED HANDICAP SPACES PROVIDED = 2 TRIP GENERA TION DATA PER S.F. I TOTAL S.F. 130 I INDUSTRIAL PARK 1,000 S.F. I 129,400 S.F. I OF 6 PERGROSS 1000 AREA Project Name: CO PER SHEET ERVIN PROPERTIES Owner: ERVIN PROPERTIES, LLC 1830 PLAZA DRIVE WINCHESTER, VA 22601 PHONE: (540) 722-9799 Developer: ERVIN PROPERTIES, LLC - 1830 PLAZA DRIVE WINCHESTER, VA 22601 PHONE: (540) 722-9799 Engineer Certifying Plan: GREENWAY ENGINEERING 151 WINDY HILL LANE WINCHESTER, VA 22602 (540) 662-4185 SHEET INDEX COVER SHEET EROSION & SEDIMENT CONTROL EROSION & SEDIMENT CONTROL DETAILS OVERALL DRAINAGE DIVIDES SITE PLAN GRADING PLAN UTILITY PLAN LANDSCAPE PLAN WATERLINE PROFILES SAN. SEW. & STM. SEW. PROFILES SITE DETAILS SWM COMPUTATIONS SHEET 1 OF 12 SHEET 2 OF 12 SHEET 3 OF 12 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 APPROVAL - FREDERICK COUNTY ZONING ADMINISTRATOR * SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPT APPROVAL * SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FCSA APPROVAL 0) Z co cc O Z Z o ,n to N Co It ox i ' CD GO CQ coo 0) U nb Z�> -tC\2 W x �W LOC\J Wco O P.►n an U co v, A O O to W co W d A TH MARK D, SMTTH No.�0722837 1 SIGNAL W E-, � U) > VPD 777 � Q E-, W W a P-1 W � O � � O U O (� � Z w w Q > x W DATE: MARCH, 2004 SCALE: N/A DESIGNED BY: CR DATE FILE NO. 0518E SHEET 1 OF 12 v M c*i 0 0 N 00 M 0 3 0 0 Od w LL 00 0 N OO N C f0 a. CD Z x W W z _ 0 Z W N N N CL 0 c Lu w 00 LO 0 co a>' a 0 511,11"1 5TRUCTURE-- 5EE DETAIL 5HEET 12 � j � "'- t t \ ,\ �'"w ,.-''` 1` • �� � � __. `��• __-_, awe._ _� _._. ..-._. �- /r z "mumma 1 13r_. 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T.. ,,.• /fry 'l, I / J �,,,.,. ,/ .• a •_'' '��r •` v \ �.\ ,�\ �!•' � `\ \ "'�. r CA 100' /h / / �.. /� r'' r r •�`j .• r/ •r ` ,J / ,% i'} f/ ! .•�'' ''• �,, ,\• a `" p \..\.• •\. 50'-FoU RGP — / % /" r i f► r r / I /- \ TO STf�\�LI C III 1430io5. / /. i /'/ }/ r r f r/ / f rt / i I r'`„ O A�♦�LI Ili. f�\ \ r ,r� ;,: r ,• 6' ,:- ,/ ' a 42 :. WI DIrr1=LUNE 111511 CHANNEL ai 45.009 84" DIAMETER SF �''.,'" f /` O ' / 5EE' DET,41L-5H. 12 CONCRETE RISER ''�, / r �, r` f NOTE: ' OJ '' ,,u I r r+ \ i 5EE DETAIL 5HEET 12' '� ' ,. ` ° ,' / /f` = /' / /' j LOT 1 NO ,4RCI-�. AYAL. ' \ / ~ __ -I 5 OF CLEARINGS - - - - - AN-GRARINC�.... r, ROOD DRAINS TO BE COLLECTED �` / �: CAi�L 5.HIALE5 is i; . r` " ' % n IN UNDERGROUND HEADER PIPEC5) 4 DIRECTED I - r X ✓ ,' IOP4 ACRES TO DAYLIGHT HT INTO N -.�• _ __ .___. __ _ _ .__ ..__ __ ,- _ ZONE. MI PLOP DET P©ND U9 VACANT D L G \ CO r t r I \ I �^'•.,,\ ._-. -_ _-.. _— ---- ' TEMP. 40r- i 7 i' i i I o� `\ _- . _. _ - _ _ GRADING E5MT. CD QD � . `� z \ TO FLUME "IB" •. '• ,\ -` �6-;;.<�; � 'NT/ON r\So Q "�'\.`.� •'\ t56� __ _ -_ '�� �'�. = 3.94 CFS.` `"` 60'-48" RCP-__ CL. III Q 13.30% rL E5-1 �' �-- 15' EC -I r r SF lz RELOGAT)_fD'Et2ENNIAL STREAMck / ; LIMITS OF,CLEARINC: ,j �� E, s /� •/� -d r''J / / C; R4D PROPOSED 5WM J� / �ACCESS AN MAINTENANCE A E D EASEME~'Oc✓�j .,''•;- /�' "'- us ! - / /r / \ \ \ - rti _ ,l'' / / , / j c > _, 11 per- bob cu Y !} , ��-•`_-" t..-....M .w;::^"'_..- '•"'". %./ -rr r'";f .•� /r�,_J_ ✓ J /'' I ,"""•i \ 7 r � -•' ,.' ,••,. ...-' r^.. — ...-� , /; :>.:� � / / /✓•fir ,-. / i ,--/:-.'•`•../ � ••,.•'; " ,. / � IMITS-OFCL- ARINC = — --= —=Jj ._` ; , %J AN" DING r'! 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' ,r ` '`'\ t "••" J �+ �� �a� / / l i I .P� GJGJ �NV y" ,,rr .r !-�� /,, �,,. ---" �/� ,.-• ..•-• -•-- ,.,, SF / •• ••-r ,\ ,\ ��\ \ 1 � /��.. „�� � / ` .• \°U , ��r,`,. � -•- rr...,. ,3 �-\ '% / c��+ / __ -°-� , J /• �a / � / rig ''-_ - _ -�_ _i. x68 \., \ cs� � `'�•y./\ / � � •°, ```�. j \ S N .-- i- � � r / / SF/ � r.•-r,.. / ..-- '- r,. J662 6\60 ,• - `\ \ � ` t�� �., (� � i ,��J.� S! � / , ///�^� ,.'SF '.� .r r ! 6 4 - \ 1 \ \`•t Ys ,//,t//,�`' j '� r%' r i y 66r6 i 650 6565 656 Rf 0000 1=6 /001 .40 CFS: �/-*0000 \ \ ' `\ \ 11 _ -- _ -�.. �. _ �. \. ..� `\ •� `` ,\` Y� ., \ _.._ •-_._ - �-____.__ ...- 3'�WIDE FLUME*;A�" • - _ `_ �` '- ,` � ,^-^ `_- ---_ ____ ---_ _- --- �M.° t-- __._. � \,,. �`�"`.. ..,e � ;\ �., - •.\ ,°`�� -�. �.•+ __._ __ — �------=_..=--�_ CH�I�INE•L.a 28.58°� `•,.� '' .�-- 1 � \, .\ ""'�� ..�_ \ , X c— I' L AC. -- -' - Tll.64-11-12 �•LIMIT� OF CLEARING 5F A=0.94.. \ \ �' C=0.90 `•, CARL 5. HALES - , AN I / r 4.19 ACRES' U5E VACANT OT 12 S. 6g4 RACK ---- 6 t \ \ \ lU% WASHC1tS. -� ""- -*" .'--.. ..,.,_, '•.,.,� `..` '`. -...� '-•ti `-"'�, ••-•a "- '.••, �\ ..,`' �,,, '' \� .__._ .._._ •,� _ _ _~ � `\, `'\" } �"'s����,'',��'�'�,�c•��'�i-�/y1 "`.,,. j {' 1 �/ 1 � � "�"- d• ,_.` ^- r.`"J��-.�_ \ � \ �i. �. __, � '\. ... -_._ ---- _--` ,\ ' •-_.__ "'�,».�"` ti � "--.,. "".1 `^. .-'" ...� +�"• �».,,""•-., ^^ -•"`- `'�• �',. 6,J ..- - _,_\ ,��,. �` �� "�' 'i� *. +k�;�1x�, 1 � ,i I '_1 �jll � ` 1 l+ ..._.,__ ---.. ._ '` �_ � ,•, �`¢., � \ C'S' \ '-+ / + �,` \_�', _ —_ -� W \ ` -_ __� _� �� �� -. \� \ . �� y` rx. ��Y•, c�e"- -� o LIMITS OF CLEARING •, a o AN G ING ` ., 15' C \ i o D RAP �: I .! ._. .. .. `-.... •,.,,` ,,.»- -�..., -� ~- •"•-. "�. ..,..` "",,''�.\,�`"'•..,.... "r,. .-/ �• «r� '\.� C�` �S~ �f ii .,.,•^ _� ,r% r1�j Y d .r:. 40 20 0 40 80 OTE TH 15 5k4EET FOR [DRAINAGE DIVIDE5 /\N[D SILTATION EfRO5 ON CONTROL III 0 0 o SCALE: 1 " = 40' P L _j V 0) cc O W W z Z W 'oto W � M W � a � � U z►4 Lr) c W � � 0 00(su. ,~ W� o� (L) 0 •N N `J, w O j4clialil� . .11" r pr MARK D. SMITH No.022837 k�OXAL _ Wcj) Q W U DATE: MARCH, 2004 Q � � W � Q W ~ F-4 ^ z O q O Ei U � U � � w W Zrxl W � O W W SCALE: 1" =40' DESIGNED BY: CR FILE NO. 0518E SHEET 2 OF 12 PIPE OUTLET CONDITIONS CONSTRUCTION OF A SILT FENCE SILT FENCE CULVERT INLET Z a' (WITHOUT WIRE SUPPORT) STONE CONSTRUCTION ENTRANCE EROSION AND SEDIMENT CONTROL NARRATIVE: ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH C) UPSLOPE ALONG THE LINE OF FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER WITHIN FIVE (5) STAKES. ENDWALL 70' WN. IXI57WG W A 3' PROJECT DESCRIPTION DAYS AFTER GRADING. 5• ado THIS PROPERTY IS LOCATED WESTVIEW BU551NE55 CENTER THE SITE AREA IS 10.41 MANAGEMENT STRATEGIES W FILTER CLOTH--**' 6• Mw A '\A.WNTA&LE DERM ACRES WITH APPROXIMATELY 1131 ACRES BEING DISTURBED FOR CONSTRUCTION. CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL z PIPE OUTLET TO FLAT i - -�- / // _ I I / TOE Of FILL CULVERT THIS PROJECT CONSISTS OF CONSTRUCTION OF I WAREHOUSE AND ASSOCIATED BEGIN AND END AS QUICKLY AS POSSIBLE. AREA Niy TL H NO DEFINED %�� � j1 IIII SIDE ELEVATION APPURTANANCE5. CHAN PLAN VIEWjf® / jJ/.. o ExcsnNc GROUND THE RESPONSIBLE LAND DISTURBER SHALL BE RESPONSIBLE FOR THE now / `� / 70,WN. EXISTING SITE CONDITIONS INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL z MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT CAI L a III III a 10''�'� THE SITE IS CURRENTLY VACANT. THE SITE CONSISTS OF OPEN FIELDS WITH ROLLING Uj CO CO wASIwACX ARE CRITICAL TO THE EIFFEGTIVENESS OF THE PROGRAM. 4" (0P10N1L) TERRAIN. SLOPES RANGING FROM 925%% TO 33.1(o% RUN THROUGHOUT THE CO � CQ <4 0 X 1 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT PROPERTY. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS -It TO STAKES AND EXTEND THE EXCAVATED SOIL. 1D' MIN. I O d IT INTO THE TRENCH. IT MIN. SHALL BE GLEANED UP AND REMOVED. a CAI CO [TOE OF FlLL PA`�Q" ADJACENT PROPERTY '~ CO CO SECTION A -A TER CLOTH KEY IN 8'-9'; RECOMMENDED FOR ENTIRE PERawrER ° ELECTRIC POWER, TELEPHONE, STORM, SANITARY, WATER 4 GAS SUPPLY CO19 ° ° THE SITE 15 BOUNDED M-1 ZONED PROPERTY. TRENCHES ARE TO BE COMPACTED, SEEDED AND MULCHED WITHIN FIVE (5) > I p, j/ SILT FENCE DISTANCE IS 8' MINIMUM IF FLOW POOP �, i --POSIT"£ DPAWE '°' �"". DAYS AFTER BACKFILLING. NO MORE THAN 500 FEET ARE TO BE OPEN AT Z co A / DI TOWARD EMBANKMENT COURSE AGrRfGaTE D TO SEDWENT LI TRAP DE>xE EROSION AND SEDIMENT CONTROL MEASURES ANY ONE TIME. W • MUST EXTEND FULL WIDTH '"� .0-4 f� I A ado {MIN) /� �/ - �� - FLOW MUST' IONAND EGA PLAN VIEW UNLE55 OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND ALL CUT AND FILL SLOPE5 ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) W 0) o q d FLOW / - * SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED DAYS OF COMPLETION OF GRADING. v u7 an OP�'IONAL STONE COMBINATION 12 AM.ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGIN[ 0 E PIPE OUTLET TO '' =III ER05ION AND SEDIMENT CONTROL HANDBOOK DRAINAGE 5WALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL E, P, DEFINED CHANNEL �,� SHEET FLOW INSTALLATION 3 MIL VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH TIME THE CHECK DAMS v6 (PERSPECTIVE VIEW) 1 O• a" "' SHALL BE REMOVED. PLAN VIEW � 15' GRADING WILL COMMENCE ONLY AFTER ALL EROSION AND SEDIMENT CONTROL t` L FILTER CLOTH DEVICES ARE IN PLACE. °' M U] a FLOW SECTION A -A DEVICES LiSTED ABOVE; ARE CON51DERED MINIMUM ER05ION AND SEDIMENT 6'-7- CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO N ai 0 0 % -- A B A ���� FLOW CONTRACTOR PHASING OR OTHER UNFORESEEN CONDITIONS. IT 15 THE t~ STRUCTURAL MEASURES CONTRAGTOR'5 RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO d d *,Wo THO5E SHOWN, AS NEEDED,IN ORDER TO CONTROL EROSION AND CONTAIN SECTION A -A ��� A CONSTRUCTION ENTRANCE (322) SHALL BE PROVIDED TO THE PROJECT AREA SEDIMENT ON SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE �FILTER CLOTH KEY IN 8'-9"; RECOMMENDED FOR ENTIRE PEPII[I('M NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION FROM SHADY ELM RD. (RT. 651). STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENBASKET, OR CONCRETE. POINTS A SHOULD BE HIGHER THAN POINT B. VDOT J3, #357, #5, #56 OR #57 COARSE AGGREGATE CLASS I RIPRAP CONTROL HANDBOOK2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED TO REPLAICE SILT FENCE IN ' HORSESHOE ' WHEN REINFORCED CE USING PLATES 3.16-3 AND 3.18-4. DRAINAGEWAY INSTALLATION HIGH VELOCITY OF FLOW IS EXPECTED SILT FENCE (3.05) SHALL BE INSTALLED AS SHOWN ON THE PLANS TO FILTER RUNOFF 3, d s 1.5 TOES THE MA70MUM STONE DIAMETER, BUT NOT (FRONT ELEVATION) SECTION B-B FROM DISTURBED AREAS BEFORE IT LEAVES THE SITE. MAINTENANCE LESS THAN 8 INCHES. SOURCE: Adapted from Installation of Strar and Fabric Filter Barriers for Sediment Coatrol,VA. DSiC PLM. 3.05-2 ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE Source: Va. DSWC Plate 3.18-1 Sherwood and iyant SOURCE: ADAPTED from VOOT Standard Sheets and Va. DSWC PLATE. 3.08-1 SOURCE A04P7ED from 48� J ftbrd Stondords for Soil erosan and Sediment Control, and Vo. DSWC Plote J.02-1 SUPERINTENDENT OR HI5 REPRESENTATIVE AND WITHIN 24 HOURS AFTER ANY CHECK [DAMS (3.20) SHALL BE iNSTALLEp IN EXISTING ROAD PITCHES TO REDUCE STORM EVENT GREATER THAN 05 INCHES OF RAIN PER 24 HOUR PERIOD. VELOCITIES OF CONCENTRATED FLOWS. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END Z OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) SHALL BE PLACED THAT A GOOD STAND OF GRA55 15 MAINTAINED. ALL AREAS SHALL BE 0-4 ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE FERTILIZED AND RESEEDED AS NEEDED UNTIL GRA55 15 ESTABLISHED. 3.20-1 CONSTRUCTION OF A SILT FENCE DISTURBED AREAS. ROCK CHECK DAM (WITH WIRE SUPPORT) TEMPORARY DIVERSION DIKE SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY (� ALL CONTROLS INSTALLED IN PHASE I TO REMAN FOR THE DURATION OF THE AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. 1. SEi POSTS AND EXCAVATE A 4"x4" 2. STAPLE WIRE FENCING To THE POSTS. PROJECT. ANY REPAIRS SHALL BE MADE IMMEDIATELY. 2 ACRES OR LESS OF DRAINAGE AREA: TRENCH UPSLOPE ALONG THE LINE OF POSTS. CULVERT INLET PROTECTION DEVICES (3.08) SHALL BE PLACED ON INLETS TO 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, 6„ STORM SEWER CULVERTS TO PREVENT SEDIMENT FROM ENTERING, ACCUMULATING !N AND THE BARRIER i5 STILL NECESSARY; THE FABRIC SHALL BE REPLACED min. W"�7 i AND BEING TRANSFERRED BY THE CULVERT. IMMEDIATELY. 18" FLTER CLOTH 3 I 1 I --Flow TEMPORARY SLOPE DRAINS (3.15) SHALL BE INSTALLED TO CONDUCT SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THEY REACH ONE-HALF THE (I(OPTIONAL)t - CONCENTRATED RUNOFF SAFELY FROM THE TOP TO THE BOTTOM OF ALL FILL HEIGHT OF THE SILT FENCE OR MAKE THE SILT FENCE INEFFECTIVE. W �, (DOWNSTREAM VIEW) ! I SLOPES UNTIL FINAL GRADES ARE REACHED AND THE SLOPE IS STABILIZED. TRAPPED SEDIMENT 15 TO BE REMOVED AS REQUIRED TO MAINTAIN 50% VDOT 4.5' min. TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE. COQ � - / - TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) SHALL BE PLACES COARSE AGGREGATE / ON ALL CRITICAL 5LOPE5 (3:1 OR GREATER) AND AS NEEDED TO STABILIZE GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. t'.•� " FLOW - III III DISTURBED AREAS. IF THE GRAVEL OUTLET 16 CLOGGED BY SEDIMENT, IT SHALL BE REMOVED FLOW 3 4AND CLEANED OR REPLACED IMMEDIATELY. b,1,TH Op1,14 vj 3. ATTACH THE FlLTER FABRIC TO THE WIRE 4. BACKFlLl. A�lD COMPACT THE SOURCE: VA. DSWC PLATE 3.09-1 UTILITY CONSTRUCTION THE CONTRACTOR 15 RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN r FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SrnL PROVIDE SILT FENCE AND/OR OTHER GONREOL DEVICES, AS MAY BE REQUIRED, TO A CLEAN, DUST AND MUD FREE, CONDITION AT ALL TIMES. 2-10 ACRES OF DRAINAGE AREA: 0. CONTROL SOIL EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREA: U MARK D, SMITH SHALL BE CLEANED, GRADED AND STABILIZED WITH GRASSING IMMEDIATELY AFTt:R PHASES OF LAND DISTURBANCE ACTIVITIES b No,022837 THE UTILITY INSTALLATION. I. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY. 2. PLACEMENT OF SEDIMENT CONTROL DEVICES. 6" _ PROVIDE A TEMPORARY STONE 5PLA5H PAD AT ALL FIRE HYDRANTS OR OTHE" 3. OBTAIN IN5PECTOR'5 APPROVAL PRIOR TO BEGINNING GRADING S Cs 3"IIII ✓� POINTS OF DISCHARGE [DURING TESTING OF THE WATER DISTRIBUTION SYSTEM. OPERATIONS. SIDNAL /_ 4. CLEAR AND GRUB REMAINDER OF SITE. FILTER CLOTH / 5. ROUGH GRADE SITE. (OPTIONAL)= FLOW= VEGETATIVE MEASURES fo. INSTALL DRAINAGE DEvICE5 WITH SEDIMENT CONTROL. (DOWNSTREAM VIEW) III '" PERMANENT OR TEMPORARY 501E STABILIZATION SHALL BE APPLIED TO DENUDED 1. FINAL GRADING. III AREAS WITHIN SEVEN (1) DAYS AFTER FINAL GRADE 15 REACHED ON ANY PORTION 8. RESTORATION AND STABILIZATION OF DISTURBED AREAS. VDOT /If EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (1) 9. REMOVE EROSION AND SEDIMENT CONTROL MEASURES WITH THE APPROVAL COARSE AGGREGATE DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN OF THE INSPECTOR FILTER FABRIC DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOiL STABILIZATION STORM WATER POLLUTION PREVENTION NOTES FLOW ? 3" SHALL BE APPLIED TO ALL AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN 51X (6) MONTHS. I. THIS 51TE PLAN SET 15 TO BE INCORPORATED AS PART OF THE STORM III I fil 111 WIRE WATER POLLUTION PREVENTION PLANS AND PERMIT. CLASS I RiPRAP TOPSOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH 51LT FENCE 2. LITTER, CONSTRUCTION DE5RI5 AND CONSTRUCTION CHEMICALS EXPOSED SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER TO STORM WATER SHALL BE PREVENTED FROM BECOMING A POLLUTANT mood Ir t� GRADING. SOURCE FOR STORM WATER DISCHARGES. 3. ER05ION CONTROL MEASURES SHALL BE INSPECTED BY THE RE5PON5115LE v / E­ LAND DISTURBER TO ENSURE THEY ARE OPERATING CORRECTLY. DISCHARGE W W AND DOWNSTREAM LOCATIONS SHALL AL50 BE INSPECTED TO DETERMINE WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING 1.4 [� EROSION�SEDIMENT CONTROL LEGEND SILT FENCE DROP INLET SIGNIFICANT IMPACTS TO RECEIVING WATERS. IF EXISTING CONTROL C-)H > MEA5URE5 NEED MODIFICATION OR ADDITIONAL MEASURES ARE NEEDED, PROTECTION BLOCK �c GRAVEL CURB INLET IMPLEMENTATION SHALL BE COMPLETED BEFORE THE NEXT ANTICIPATED Q NO. KEY SYMBOL DE5CRIPTiON STORM EVENT. 2 X 4" WOOD FRAME SEDIMENT FIL TER �17 W '- i E" TEMPORARY GRAVEL CONSTRUCTION DROP INLET 3.02 GE WITH GRATE 4. THE RESPONSIBLE LAND DISTURBER SHALL BE RESPONSIBLE FOR � � rn--��I ENTRANCE T CURB INLET PREPARING INSPECTION REPORTS PER PART 11, D., 4., C. (INSPECTION5) AS I-+1 1.5' MAX. FRAME i- REQUIRED BY THE PERMIT. El 0 W 325 O X�- �- SILT FENCE � p - -�`� 5. THERE ARE NO KNOWN, NON5TORP1 WATER DISCHARGES ASSOCIATED WITH w x O 301 THIS PLAN. IP STORM DRAIN INLET PROTECTION \\ �- �- - / 3• MIN. 3.08 CIP CULVERT INLET PROTECTION Q GATHER W CESS C 3.09 DD TEMPORARYAT CORNERS DIVERSION DIKE --1� �'-_ WIRE SCREEN CONCRETE BLOCK r� 3.10 FD FD TEMPORARY FILL DIVERSION PERSPECTIVE VIEWS GRAVEL FILTER FOI EROSION/SEDIMENT CONTROL LEGEND 3.11 RWD WD TEMPORARY RIGHT OF WAY DIVERSION STAKE O W I I RUNOFF OVERFLOW NO. KEY SYMBOL DESCRIPTION w TER WTH ALTERED WATER S IMEN TEMPORARY GRAVEL CONSTRUCTION w 3.12 DIVERSION FABRIC E 3.02 �E ENTRANCE 3.13 5T TEMPORARY SEDIMENT TRAP I «IJJJ _ 3.05 sF-* SILT FENCE 1' MIN. 3.07 IP STORM DRAIN INLET PROTECTION REP SONSIBE D R�3ERLLF4ND ISTU I O 3.18 OP OUTLET PROTECTION I (IIII SEDIMENT I II I 3.09 D DD TEMPORARY DIVERSION DIKE NAME - � 3.20 CD -�' --' ROCK CHECK DAMS WIRE SCREEN 2• x 4" woo0 STUD CURB INLET 3.10 D FD TEMPORARY FILL DIVERSION #. ELEVATION OF STAKE AND -►�+- CERTIFICATION 3.33 so ---- SODDING FABRIC ORIENTATION DETAIL A SPECIAL APPLICATION 3.12 -- Q--►-r DIVERSION DATE: 3313 TP 0-0-0 TREE PROTECTION 3.13 ST -► - TEMPORARY SEDIMENT TRAP THIS METHOD OF INLET PROTECTION IS APPLICABLE AT 3.18 ® OUTLET PROTECTION THE RE5P0N5I5LE LAND DISTURBER LIMITS OF CLEARING 4 GRADING SPECIFIC APPLICATION CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY 3.20 D CHECK DAMS IS THE P,4fRTY RESR'ONSIBLE FOR DATE: MARCH, 2004 9TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. (� �,''' THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE 3.33 so SODDING CARRYING OUT THE LAND D15TUR51NG DRAINAGE DIVIDES INLET THAN 5R WHERE LATI ELY FLAT SHEAREAT OR (SLOPE NO OVERLD FGREATERLOWS (NOT ' GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE 3.38 O O-O-O TREE PROTECTION ACTIVITY 45 5ET FORTH IN THE PLANS. SCALE: NTS 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. 0518E 14 DAYS AFTER START SHEET 3 OF 12 0 , •� f.*. t, . I> � I--,'4• •- <" `` ` •• /�. ` •• ` 1 , X \\ .� / - 50 ;� '`"4f' nche�sr Mau pv►1• r � �. .. \'\�\.,AjrR�rt '� �_ � , 712/i r IN ) r. ■ \ . �( `, l �1.` /!= ` 'I rI c, I , ,I I1�1 I ., I _ j ,; - Jam` �,I1_ ,'-'. J 4 ACC : I_-_-\ % ✓:• �_ r',- Y • I!-■� , r f .".-- _ l !t / J ' � ,� II\It ` /r ,� 1 OVERALL DRAINAGE DIVIDE5 SCALE: 1i' =1000' i Z ♦0r00% ♦ 00 ♦♦ ♦ i �k,4 I I j 00♦ b / ♦ ♦• '' I / ...061♦♦ *+ /,p ♦♦♦♦� '# .♦4 ; 11 1 ♦ ar11 /1'11�\ ..� �' //; 41 /' ` � ♦ N . ' / // / PROP POND \ k * / / DRAIN AREA 1 .♦♦ % �' / 111 ,\I i N2I1 C. -.4 __s1= .��UJ I N C 4 6 T E I R, M �N I C I 1 P-A. 1�.'� I / //� // ` I TC=90 MIN f ' / / + \\� • ..•___ _ -w"f rr//!` Ilu�II1I\\ I} \\! i RFORT\ --- `,r/`!*► -\\,\ \ Q _._. ^rr✓ �✓ y.-r / '­// / / J { 1 r \ r•'wr.1 r \....•�_w..,.,._._...,._....,_,,,---.------, ..-I.-_ .... . I' ,_ __ � .oj -0, DRAIN AREA,* - '\`1 \� ✓'�/`^\\,\ \\\\\ ._..._...»" ._M ... -. V - .....- /�•^/ J / \ 1\\i'`�,,.,. 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'C� 1,,+^••° ��/ r\ jjf 2 :i�//\/1 a, S i- 1l ,,. _. ,.\\ `"\ !, r' , } f ,� II/ - -i �,,, „.t l \ \ `\, v 1. r: 1, /r .\,. \ \ \„ - `\:\\\,•°`°1•".1",: / i r f J /J "�/ r` �\ \,.. ,' v \\, s ' \ \ t\' / N r .•' I { `\ \ •,. / s'" ... * \ \ \ > ". .\ `\. 4 v. n..¢, // / v / r °•e., i I t _ \\ ✓ '/ IN \ \ \ \� \\�� // " j ! 1, / 1 \ . - I , ____, [ � N � %��, ­ - I " . I-, 7 ,�i, & / .., )) / \ \ 11 � I ". I,_ \ t / 1, ._.... _' \ \ k \' / \ , \ ' I r' O " l--1 W Ix a m z � O W W z 0 z W o co IN co 14t E Q Rm LSD to Lcn\l to z-I x In�5. W �� �� , W �9��a � A to v 4),X * .-, U-)-I r'r E.- fs, 1�. m W c^h a) r Ilk**\ 94) 1>� � Id A W N 0 0 C W in k �f /O U MARK D, SMITH '' Not 022837 O ��6�sslo e.;1 NAI, C0 W_ � U) W(24 Q > U) Q ^>_ H W 0 � z ix,:� pq O �&_4 0 U � cr U) I.-,rr � ,� H (L -:::q H ,-, W Z F<+ W W W > �:: �,, O F• W U) DATE: MARCH, 2004 SCALE: 1" =100' DESIGNED BY: CR 100 0 100 200 SCALE: 1 " = 100' FILE NO. 0518E SHEET 4 OF 12 IE FLUME "B" qEL -8 4500°r, )ETAIL-SH. 12 982, tee„ DENOTES OVERHEAD DOOR � - DFzNOTES PERSONEL DOOR s�- //�6 F �s a -6R 8� 418 SLOTTED CURB SEE ESHEET IAIL - PR O EE P. I LY 'STRIFD DETAIL ' WI E H. 1 Al2' 0 0 _ a ` .� -PROP. 20' x 20' SCREENED GONG 0 DUMPSTER PAD SEE DETAIL SHEET 10 LOT 11 T.M. 64-11-11 CARL S. HALES 10.14 ACRES ZONE: MI USE: VACANT 12'x50' TRAILER PARKING SPACES (TYP) 531.00, cal+"..:.ti;'',�'r�t�i.;ti:e�:.,•�•� '.'�; `' •,+r�..� 100, PROP. BLDG. 129,400 S.F. FF-674.10 FULLY SPRINKLERED OH DOOR 0 OH DOOR (18,X101) (18,X101) -12-7-,c7 662' i Cn-12-, T7 - R 4.5'R s 4.5'R "p LO 2 02' 36'-3' WIDE FLUME "A" CHANNEL e 28.569. / DETAIL-SH. 12 I 35, I 1 1 �� t11 \ \\ N 3.� 9'9 a i 24' TYP. o w h� 666 0,000oo< R LOT 12 TM. 64-11-12 CARL S. HALES 4.19 ACRES ZONE: MI USE: VACANT z co cc W W Z t� Z W 0 oCD CO a' l � � 0 z �� x -t�� �c\' ul LU U LO U 44 hw i; m cn ul 0 M r+ a w to w H Q TH OF Ir MARK D. SMITH No.022837 'O NAL \W DATE: MARCH, 2004 \ \ \ \ SCALE: 1" = 40' \ \ DESIGNED BY: CR 40 20 0 40 80 FILE NO. 0518E SCALE: 1 " = 40' SHEET 5 OF 12 0) NOTE: THE PROPOSED SWM FACILITY SHALL PROVIDE DETENTION FOR LOTS II, 12, 14, 15, 16, 4 11. THE iii FACILITY SHALL BE LOCATED ON LOTS II 4 17,AND THE 100 YR. W.S.E. SHALL LIE WITHIN THE / /5WM FA IITY / �- — _ / / I / \ I I I e / PROPOSED SWM ACCESS AND MAINTENANCE / / � / (5EE �CTE THIEET) / I \ /' \ 1 I I 1 / / // —S r_ n ' z / i , / --- C\l EASEMENT. / / / / / PROPOSED 5WM I / / % / / I 1 / -- � 00 ACCESS AND' MAINTENANCE` / / / / , / I Q Q� - - - _ - 02 I EASEME i / / / I �.�`r o� _ 1 cr 0 03 42 6 cam, in Qu Av b--_ — — 6 — 1.4 S-4 f0 — �\ 0���1`��) _ _ /' / ._.. ""''/ ✓ \ \ / )`y-� •. tin Po G�aSa�✓ / /I -� '�` `r -_ .-' r-' `\ \ \ I , / / ' , Ov _ - `` W U) 662 Cb 33 64, 50 , '' 654 56 6 �� 8 340 ' / � Trp 03 ., \ \ \ \ \ \ \ m G IVG 5 rr 5 W 668 f 668 - /20 \ \ \ \ 1 85/ / / / \ / \ \ llo\ 0 1 (o600 gLp/ / / — /__-- \ \\ \\ \ \ \ 200 / / /' / / / / �-' I / 100, \ i3 .HP .I / / / // // ,/ / /� I / / \� \\ � 143\�'' 7\ac ,\ `\\ \ \ \�• �\\ `\ `.U MARK D. SMITH60 � No 022837 o, ZONAL 63 / , LQT 11 PROP. BLDG. / \ _ (Ir/ / /, / / / T . 64-II-II - - - - / it / / , / j / ,/ / / CA( S. HALES I FF-6 4. OF• // 0 ~ \ \ \ \ _ - - _ - _ - - - / /41 / / 10'i4 ACRES FULLY SPRINKLERED N \ - - -- - / cCil / / , / / / ONE: MI I I / 13 _ --- or' ---'. -_ USE: VACANT I / _ -� --- \-----..,._ -- �� TEMP. TV - - _ - - - GRADING ESMT. 000*0 04 01 OH DOOR \ ON DOOR I OH DOOR - '- " 6ryS OH DOOR \ y� (18' X 101) \( ' X 10') I (18, X 101) (18' X I0')15 \ i�l3 i3'-�5 73'- l3 662' 73� i3g� \ ` - - - - - - (0(000 (cl'o� Bic W °off ��\\ 67 \\\_ \\ \\l2� 12 20 CL i2�\ l25c\ 12ec 1. \• \ ." 63.E \\ \ \\`\ \ � � � \�6' D \ \\ \\ � \\\ ..._--` -- \ \ 672 \ \ r \ \ \ \ \ \ �`- \ _Z a 45 12 \ ` \ 6 0 2 . __ \ \ ,I50 _ \ --_. LOT 1�\ (0 — — \ \ \ `' ^� �_ \ T.M. 64 -11-12 \ ss8 \ \ - _ _ /' \ \ \ 5m -' CARL S. HALES \ \ 71sc �Bc \ mm 4.n ACRESCc \ 6Po0 / 66 �- ll� l\ . - _ _ 4 '\ \ `� r -- \ \ USE: VACANT \662 - W a 654- 652_ISS _ U)ww �% I \ tJ 6 / _ / �t, .� s \ may\ c) T(052 - — - im.0`mmommial W�m_wmiL w�i��i� MEN m� \ ..- — -J _- 5v 004DATE: MARCH, 2 — _ — —— — - OUT / _ \ \\ ; SCALE: 1" = 40' 654--- \ \\ \ �- - 664mv -- -- /w077 DESIGNED BY. CR 40 20 0 40 80 FILE NO. 0518E SCALE: 1 " = 40' SHEET 6 OF 12 Lu a- re) 0 M C7 D D D N 00 :h D 3 a J Z) -6 00 LO D , ti 0 a� J) m NOTE: Z I co ALL EX. UTILITIES SHOWN ARE FROM EX. RECORDS VERT. 4 HORZ. LOCATIONS ARE APPROXIMATE. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DIG TEST HOLES AT ALL UTILITY CROSSINGS AND Lu THE CONTRACTOR SHALL BE RESPONSIBLE FOR Z CONTACTING MISS UTILITY AND HAVING ALL UTILITIES �■ a� MARKED IN THE FIELD. IT IS POSSIBLE THAT SOME EX. UTILITIES ARE NOT SHOWN ON THIS PLAN DUE TO z THE INADEQUACY OF EX. RECORDS. W o co ,r, \ cv CO cv ti��\��\p�0��� r� /' °' •� cu co 00 ID N 0� I °' x LO al ,-- SURt STRUCTURE — SEE DETAIL SHEET 12 :: __-- _ - r-- 60'-48" RCP I - ---_ ____ _ __ �— -- -- --- --- ---- - — __A- --=-_ ._v ♦ _ W b 0 o W 0 a Ln cn C-y) H w CL. III tv 13.3090 / ch / 11+00 ,PROP. 20' W/L ES T. B" W/L 'B" 12+00 13+00 14+60 15+00 Id 8 „x " 6 TEE / - �• , I-FN I-8"G.V. F/RED-6 It V. 6"F/RE LINE „H„ w coo LINE G I :A. 1 'l/ !D 1-FN ASS. I-8"x6" TEE ` 8� 1-8" G.V. �� „ !-8 PLUG " '� 45 l-6 G. V. , 15 EC-1 / �_ / I :~ ,ri •:t ! 9: • I , ` a • :' • f \ 5 50 -60 RCP � 1-6"xB" TEE CL.11161430% 5 6 I 0 42'-3' WIDE FLUME "B" O I ( All. � / E- 1 I _ � CHANNEL � 45.0090 I � 84" DIAMETER SEE DETAIL-SH. 12 CONCRETE I RISER SEE DETAIL SHEET 2 1-FN AS5 LOT 11 I PROP. BLDG. TM. 64-11-11 ( 129,400 S.F. I Q' 15' EC -I CARL S. HALES I FF-674.10 10.14 ACRES FULLY SPRINKLERED , I „ l-6 TEE I ZONE: MIH USE: VACANT opt, 6 " F/RE LINE IF to 6�� SAN. LAT. ,� B ,f PROP. 20' STH.. :it 6EW E6mr. ;' i U MARK D, SMITH � "d No, 022837 AV e I o qC �io�s I �ggcF66 190, OH DOOR M i (18' X 101) '4 I OH DOOR I OH DOOR 6 �� F/W OH DOOR (18, X 101) I (18' X 101) LINE 'Ell ( IS' X 101) 51AME6E CONNECTION 6" FIRE 34 „ DOM. "J W/L " LINE C $ �� � "Cot 4 WAT. MET. 22.5' o sIONAL N WAT MET 6" SAN. LAT. "5" I C/O —� " 'K" C/O E 45' 6 +00 „ „ „ BEND ` B /L B PROP. 20' W/L ESMT 5+00 f_ 4 DOM. W/L i 8 W/L B 4+00 2 0 „ 1-6 G.V. U J 225' +00 ` �_` 5' BEND I-8"x6" TEE 3+00 !-8"x6" TEE 1-B" ca.V /3/," BEND I 1 �` �p/�� I - DOM!-8" G v. WET TAP F 6„/RE I-F4A66 ?2.5'��. DOM -_ � LINE „D„ � BEND„ UET TAP 45• V� E-+ i _,----___36'-3' WIDE FLUME "A" CHANNEL 6 2858%. -. _.____= _----SEE_DETAIL-SH. 12 '- -_.: PROP. 20' BEND % 2 ; �/ 1-811x8" SAN.� 3 TEE LOT 12 �-; -_--� SEIU ESMT _ '' - -_ ADDITIONAL STORl7WATETC' MNC�MT. .� EA5EMENT RE65RIATION 5EE T. No. 030022516 `` ~`' ~—_-`--____` _- _ _ +' i CARL S. HALES C/O ': 4.19 ACRES �o ZONE: MI Q >••� 1-4 E-i Q USE: VACANT CIA-1 Ch c�G ������ / c /i �. 15 EC I - -� \ / 0 E U) C/O \ 223 E 1 / PROP. 20 STM , 5 EC-1 �f �so 0jw� /+ /��? f, fi}_ 4;^4 '�'o�{✓�� fis'`r V ,Po4ycc y�� \ / + F — - c Fk --- 2 \ M DATE: MARCH, 2004 SCALE: 1 40 S DESIGNED BY: CR FILE NO. 0518E 40 20 0 40 80 SCALE: 1 " = 40' SHEET 7 OF 12 N 0 W Oz z fRm- -WLO;*- � - - - Rm 1 RM R RM RM RM ROB.. 2..0 UAL E5MT TREE LEGEND SYMBOL QUANTITY NAME qq TT�� &GPLANTINCMrt REMARKS CALIPER R5 ro RED 5uID �' L � 2" MIN Dw 8 DOGWOOD 0 BBB 2" MIN RM 1(o RED MAPLE 0 545 2" MIN wo 19 WHITE OAK �' 545 2" MIN RO 12 RED OAK �' 545 2" MIN LC 10 LEYLAND CYPRESS 0 545 2" MIN W O L C RO T `2 T.M. 64-II-12 CARL 5. HALES 4JS ACRES ZONE: MI U8E: VACANT •0 20 0 '0 :! .0 0) z coI /yr O LLI W Z Z Wo Lo 0 C\2 0 s~ a N cd �i CC17 o u ' U 4�0 � � h!1 Z"� ��� � W x �� W � 0 aLoan a �� �� aa% i o N 6 � w o �f, U MARK D, SMITH No, 022837 �s`sIONAL es~ C0 E, W u > W _ Q �4 E- O aQ E-, C-) Q CC Q- � Z w w Q Z a' x W DATE: MARCH, 2004 SCALE: 1" =40' DESIGNED BY: CR FILE NO. 0518E SHEET 8 OF 12 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 1+00 1+50 8+00 WATERLINE 11511 (015 610 665 660 WATERLINE 11511 615 !r 665 660 0+00 0+50 665 660 655 645 0+00 WIL ''Cli 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+9 7 665 [�=7/A 655 650 645 P. 610 665 660 655 645 - // F .. 3.5' - - _�6�� aoQm44 0+00 UJ/L Hell i 610 665 660 655 650 645 0 615 (010 665 fo60 615 610 665 /�. —%W ' Q� 655 0+00 0+50 WIL �4 50 25 0 50 100 SCALE: 1" = 50' ��,I,TH OF Grp MARK D, SMITH No,022837 O lo NAL CO E-, W 0 O � U � W W W DATE: MARCH, 2004 SCALE: V: 1" = 50 DESIGNED BY- CR FILE NO. 0518E SHEET 9 OF 12 685 615 L'�11�J 655 0+50 1+00 1+50 2+00 2+50 5AN LAT. 11,411 .'o C 615 610 665 660 655 69: 685 615 665 655 685 615 610 665 655 685 6l5 /r 665 .. /r 655 650 T N Tz ez +z _z Nz nzz mZ M t`u z _ -i z 1 650 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6AN, LAT. 11511 �95 (o90 685 z 0 Vl hH W W H Q V 0) Z c!, �r O ul W Z a z W o Lo > CDCQ c a t CO ' coinM U taD o I CQ ccI c W(D rr� r4' Lo a UA U U - � cn 02 a) o r�> cy W i/I O �L XllTH OF O jf MARK D, SMITH No.022837 611 O sslo NAL U� C N �T. U_ (080 O (Y U) > Q w W E-- 615 W � �D � w O O U 00 610 O W c:, Z Q w > 665 c z W U� U� 660 655 -50.00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 6 Tt'l. RUN 1- 4 50 25 0 50 100 SCALE: 1 " = 50' DATE: MARCH, 2004 SCALE: V•. 1" =55' DESIGNED BY: CR FILE NO. 0518E SHEET 10 OF 12 concrete pad l'-6" sq. x 6" deep 4" Stan screw type adjustable valve box I 36" min. location marker stone valve megalugged I to main megolugs I •'°?''�=?=f c Y?%seg ^• —megalug ' ,•;E;B;: :;S;i;8 j; :;8; B;S;gp f;8 •° 8�:�8�E 3EE�SEE '%E�: °'% f%ri i e�'E :�3 Eye thrust block L-18 to 24° 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 bac.1fill general backfil( general ij / (see note) (see note) ll0RO 1 O.D.O.D. i stone :N1AR CONCRETE :: . 8" NOTE: To be compacted to 95% of /STM 0698 maximum density. TRENCH & BEDDING Figure 1 select backfill note) top of manhole at grade in pavement areas unless otherwise directed 1 -6- (top shall be set 24 min. above grade in easement areas) square skid pad 6. thick— wrap around heat shrinkable sheet (WropidSeal by CANUSA) ° F 4 bolts (3/4" dia.) 35- max. adjustment rings (11" max.) 4 concrete ASTMC-150 4000 psi 12' or 16' (typ.) t pioneer 301 mastic applied between joints and on ' exterior side of joints joints are to be sealed with '0" ring gasketT- I.D. pipe to manhole connection to be :,.e by flexible sleeve invert channel to provide a smooth transition in to out, 3'-0' min. for all connections 2'-0' max 4'-0' max. ;;•fir.. .r'c�:^;, r .• estop of bench -wall grout bottom of manhole ,. same elev. as to form channel w v D/2 >'z•�'^ ` top of pipe .;°,. , ,, 6" bedding stone NOTES : 1. Manhole sections shall have an external coating of approved bitumastic water proofing prior to installation. 2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of bitumastic 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 roads. 5. Flat top casting shall be used an shallow manhole (6 ft or less) installations. STANDARD MANHOLE Figure 12 , \ �C mechanical joint swivel tee with 6' branch FIRE HYDRANT ASSEMBLY Figure 9 ' SDR 35 sp t SDR 35 splOI by 8 2�I�Qasketed . go eta SD + v1 locator Pefl t` • rr�.' tf' r. ,..:,�. ::tie=i �a-�':'Gtia'tlki:��c r;•`'' re ::wi, a'r ;f' --• yi:' - i", %��;JJ%v..w.. c•' i�.,...o�i �'v n1✓v SDR 21 aaskated • 35 8'x4" ba plos and fittings gasketed w)e S�c{� ni xv% rt water iris 18, Z� 7"m 36' min. LbKy �0:, y . •A• \ti treat 2 X 4- with 6 Cap pa„fed green GP 4- pyoe of 2OOx minimum prude . r- I GRAVITY SEWER SERVICE LATERAL Figure 15 SIGN SHALL. BE LOCATED SUCH THAT IT WILL NOT BE OBSCURED BY VEHICLE PARKED IN SPACE. F.C. OR E.P.SIGN (SEE DETAIL) T 2, WHEEL 11T LIGHT COLORED REFLECTIVE BACKGROUND MAIL I 12' 1_ -I DARK COLORED 2' LETTERS & 3/8• BORDER RESERVED INTERNATIONAL SYMBOL PARKING OF ACCESSIBIlJ1Y T� 61 a 13' MINIMUM 1 1 ip [6-16o 4.0' MIN. 7.0' MAX. DISPLAY CONDITIONS 5 * UNLAWFUL 4' STEEL PIPE FlL1ED WITH CONCRETE PARKING IN THIS SPACE AEI FIN OF DARK COLORED REFLECTIVE 50.00 TO 1100.00 BACKGROUND MATERIAL # WHEN THE SPACE PROVIDED IS VAN ACCESSIBLE, DIMENSION SHALL BE 8' IN ACCORDANCE WITH LIGHT COLORED 1" LETTERS RAMP FOR HANDICAPPED MUST BE LOCATED I VUSBC MINIMUM REQUIREMENTS. AT SAME POINT ADJACENT TO THE 8' AISLE. COUNTY OF ti50.41Pltl HP-1 �� HANDICAPPED PARKING SPACE STANDARD I'X4"X4'-S' SLATS, 2-FINISH NAIL AT TOP AND BOTTOM 2'X4•X4' BEAMS. TOE NAIL TO I 1.2v /L NOTES: I. PRESERVATIVE STAIN ON ALL WOOD. COLOR TO MATCH THAT OF BLDG. o 2. FINISHED 515E OF FENCE SHALL FACE Tr n ADJOINING PROPERTY, IF APPLICABLE. ;a COMPACTED GRAVEL W002 FENGE DETAIL. FOR DUMPSTER ENCLOSURE NOT TO SCALE Dt-dumppad J(�L CG-t 2B ••�2D �`,,'to b J�• .. CROSSWALK 5�7•_10" YM. (12:1 IIAX — I PERMISSIBLE d' T-10" 5' O' T-10' CONSTRUCTION JOINT c� MIN. N B B IIII In' 6 ' II CROSSWALK TANGENT PLAN TYPICAL PLACEMENT AT INTERSECTION ® 7" STD, WITHIN CROSSWALK CG-3 CG CC-7 IS USED 5'-0- NOTES: THIS DESIGN INCORPORATES A RAMP. FLOOR AT BOTTOM OF TWO SLOPING SIDES WITH 60' X 60" MINIMUM S7p 2 ®6. SIO._GCG62 DIMENSIONS. PLACEMENT OF DRAINAGE STRUCTURES IS CRITICAL, OR CG-6 vRn tUco� CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SUP RESISTANT INTEGRAL 20:1 DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RAMP FLOOR MAY BE • PRECAST OR CAST IN PLACE). THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE • 1 4' FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1, T SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. SECTION A -A IF RAMP FLOOR IS PRECAST. HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED i 5 DOWELS, 8" LONG SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL b 12' C-C BE CLASS A-4. SLOPE 12:1 PERMISSIBLE REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP MAXIMUM COAST. JOINT FLOOR, MID-OEPTH OF RAMP FLOOR, MINIMUM CONCRETE COVER 1 1/2-. CURB CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRADUC CEMENT CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK. COMPLETE -IN -PUCE -- - - CURE CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO THE CURB RAMPS ARE INCLUDED IN PAYMENT SECTION B-B FOR CURB/CURB AND GUTTER. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. b YS LIMITS OF EXPOSED AGGREGATE SIDEWALK CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AND ACCESSIBLE ROUTE M WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALX IS EXISTING, ® ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS UNOBSTRUCTED, STABLE, FIRM AND SUP RESISTANT OR AS DIRECTED BE THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP UNES. PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT. FACILITY THAT CAN BE APPROACHED, ENTERED AND us ED BY PERSONS WITH MOBILITY IMPAIRMENTS. SKcIFICAM PARALLEL CURB RAMP �02 (ACCESS FOR MOBILITY IMPAIRMENTS) VIRGINIA DEPARTMENT OF TRANSPORTATION 203.05 TOP OF CUTTER P. WIRE ME5H REINFORCENG V.D.O.T. ROAD AND BRIDGE 5TANDARD5 SECTION 301.04 CLA55 A-3 CONCRETE (0" 5A5E 21-A VVI II r'-iv 11—V Vt.f!✓L.iI�A"II-/i_ (COMPACTED TO 95% DEN5ITY AT OPTIMUM M015TURE CONTENT, VDOT VTM-1 METHOD) TRA,5H DUMFST R FAQ (NOT TO 5CALE) 1.5" SM-2A 3" BM-2 8" GR-21A COMPACTED SUBGRADE I I I I —The bottom of the curb and gutter may be constructed This area may be concrete parallel to the slope of at the option of the contractor subbase courses provided a minimum depth of 7" is This curb may be used when y en maintained. design speed is 40 MPH or less on Rural highways and 45 MPH or For use with stabilized apon-graded less in developed urban & suburban drainage layer, the bottom of the curb areas. If these design speeds are and gutter shall be constructed paralle exceeded Standard CG-7 is required. to the slope of subbase courses Note: and to the depth of the pavement. 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 cost in place. Concrete to be Class A3 if cast in place, 4000PSI if precast. SPECIFICATION REFERENCE COMBINATION 6" CURB & GUTTER 105 502 VIRGINIA DEPAPTMENT OF TRANSPORTATION 201.03 II (TYP) 10' O.C. (TYP) GIG-& SLOTTED CUiR5 [DETAIL NTS 4" REINFORCED CONCRETE 3000 PS I 4" SUBBASE (21-A STONE) L)IDTH VARIES SEE 51TE PLAN i 1/4" = 1' 'o. G A °' e A ' '7 All. a d .4 '1, a ' 0 A" COMPACTED 5U5GRADE OB590 DENSITY) CONCRETE 61[)EUJ L< DETAIL (NOT TO SCALE) concew /_ 11 (TYP) ONS 1 TE T *'F I CAL FA VEI LENT SECTION NOT TO SCALE HEA VY/L IGHT `, 5URFACH COURSE 5145E COURSE 145E vD0'r STD. GR-21A ACTED 5LIBGRADE l C.UI-Ir-AL, I U 957o DENSITY AT OPTIMUM M015TURE CONTENT VDOT VTMI-I METHOD) PAVEMENT DESIGN 5A5ED ON A SUBGzRAIDE C5R DESIGN VALVE OF 6. 501L TEST OF THE 5UE3GRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNE55 PRIOR TO CONSTRUCTION. pt-pvmt3 TABLE 3.31—B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS 'QUICK REFERENCE FOR ALL REGIONS' Rate Planting Dates Species (tbs./acre) Sept. 1 - Feb. 15 50/50 Mix of Annual Ryegrass (Lolium multi-florum) & 50 - 100 Cereal (Winter) Rye Feb. 16 - Apr. 30 Anual Ryegrass 60 - 100 (LoLlium multl-florum) May 1 - Aug. 31 German Millet 50 Seeding Seed shalt be evenly applied with a broadcast seeder, drILL, cuttipacker seeder or hydroseeder. Small grains shall be planted no more than one Inch deep. Grasses and legumes shall be planted with no less than 1/4' soil cover. TABLE 3.32-C SITE SPECIFIC PERMANENT SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA Total Lbs, Minimum Care Lawn Per Acre - Commercial or Residential 200-250 Lbs, - Kentucky 31 or Turf -Type Tall Fescue 90-100% - Improved Perennial Ryegrass w 0-10% - Kentucky Bluegrass 0-10% High -Maintenance Lawn Minimum of three (3) up to five (5) varieties of bluegrass from approved list for use in Virginia. 125 lbs. General Slope (311 or Less) - Kentucky 31 Fescue 128 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Cropox 20 lbs. 150 lbs Low -Maintenance Slope (Steeper than 30 - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 lbs, - Seasonal Nurse Cropox 20 lbs. - Crownvetch 11E3f x 20 lbs. 150 Lbs xE Perennial Ryegrass will germinate faster and at Lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed, 1x)L Use seasonal nurse crop in accordance with seeding dates as stated betowl March, April through May 15th Annual Rye May 16th through August 15th Foxtail MILLet August 16th through Sept„❑ct. Annual Rye November through February Winter Rye xE11L1x If FLatpea is used, increase to 30 lbs./acre. ALL legume seed must be properly inoculated. Weeping Lovegrass may also be Included in any slope or low-maintance mixtures during warmer seeding perlocisi add 10-20 Lbs/acre in mixes. 0) Z I lllllllllllll� co cc O W Lit Z Wo ,n > CO CQ CO It >~ U c0 C00 O U b CO n 'J x I �� U W � 0 to to w- Ln tU E- -I pw- w t. a U) U) w (1) O 3 ��LTH OF o � o MARK D, SMITH r No, 022037 'o Io NAL E, W LI1w_ I_-•1 Q W Z O U nW CL rE" rr-1 Q� -� F-1 � W Z w NQN 1-L-1 W U) DATE: MARCH, 2004 SCALE: NTS DESIGNED BY: CR FILE NO. 0518E SHEET 11 OF 12 w� O Lu TOP OF BERM = 64850' W EMERGENCY SPILLWAY ELEVATION = 646.10 t'3 6 46.SO' =100 YR W.S.E. Z 646 04' =10 YR. W.S E. Lu o CD 00 646.00' =TOP OF RISER N a I PROPOSED GRADE 0 �° � o t ,n s:1 645.00'=WIER "B" i °� Q) C\l co Z ��c x ' '� c WQ, W oLn0, �' 643.03'=2 YR W.5.E. a� 84" DIAMETER Lo H w IER "A"= BARREL. TOP OF CURB 0" ORIFICE /r--GUTTER PAN 63g.15' = BOTTOM STD GCz-6 PROPOSED POND BOTTOM �" 8411 � W to O d �- p CONCRETE O FACE OF CURB �� RGP Rio .4. a d ANCHORS AT STREET 'bo-112 O G� CONCRETE FILLED FALSE BOTTOM a FOR ANTI -FLOATATION PURPOSES "415 EW-I' O.C. 96 NOTCHED WIER "B" a Z m.61' ELEVATION TOP VIEW ° ° O NTS a v 2 0' FACE OF CURB a W AT STREET a . A. STD. C-G-(o 2.0' 3' W H FOUNDATION FOOTER q 15' EC-1 SECTION VIEW THOF NTS A� Ilj NOTE: PLAN VIEW STONE TO PLACED AS 1� IF IT WERE TYPICAL GdG FLUME DETAIL � MARK D. SMITH � NTS - No.022837 `s-10 AL S WM STR `L..JCT�JlII I NTS C0 W u 0.1 ~ U) > Q o � W 0.- � � O w o E� U) � w � Z w w w w c x W DATE: MARCH, 2004 SCALE: NTS DESIGNED BY. CR FILE NO. 0518E SHEET 12 OF 12 STOi�I„f S�UJ��' D�5(C�N C01„f�UT,4T(ON5 FROM TO DRAIN. RUNOFF CA INLET RA