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Home My WebLink About40-05 Harwill Food Services - Warehouse-Office-Whole-Retail - Gainesboro - Backfile (2)GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP is 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 p g g P P (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 b VDOT when such permit is PP P g P y P 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. Ana roved set of plans and all applicable permits must be available at the construction site. Also, a PP P PP P representative of the developer must be available at all times. 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). 8. All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated on the plans and as required at the field inspection. 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conform to VDOT standard SB-l. 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. Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. P Y P V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. EXISTING INTERMEDIATE CONTOUR -- - -- -� _ _ 33 EXISTING INDEX CONTOUR 330 PROPOSED CONTOUR 40 EX E/P EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT PROP E/P EX G$6 EXISTING CURB AND GUTTER_ PROP G46 PROPOSED CURB AND GUTTER G649 17 G6-6R TRANSITION FROM CG-6 TO CG-6R EXISTING TELEPHONE LINE F��\ PROPOSED TELEPHONE LINE T T EX. 15" RGP EXISTING STORM SEWER PROP. 15" RGP �.LU PROPOSED STORM SEWER EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING ELECTRIC SERVICE PROPOSED ELECTRIC SERVICE P P EXISTING GAS LINE PROPOSED GAS LINE G PROPERTY LINE FLOW LINE FENCELINE - X X X X * # x 3`-# * EXISTING POWER POLE Q SCALE: 1" = 2000' Z W Z Z CQ UJ o LO W 00 1 5 I cat CO o "' to � °A ago I 0) p 10 J G I a) W a) 0't 2 ccc� 0 to ti0 a� � io 0 � E_ � ,. / 1 SITIE ` \ � '` `° ��"=^-�f-� % V� V '� ` , tl �� ; j �\� rq ' ' \ .r\ >/ �. V SHEET INDf,11 cn v, '' ;.4 o N a) b 04 � 13 o w o7 COVER SHEET SHEET 1 OF 11 EROSION & SEDIMENT CONTROL PHASE I SHEET 2 OF 11 EROSION & SEDIMENT CONTROL PHASE II SHEET 3 OF 11 EROSION &SEDIMENT CONTROL DETAILS SHEET 4 OF 11 SITE PILQ�1 SHEET 5 OF 11 GRADING PLAN SHEET 6 OF 11 U) Z 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all times. 14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines. 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current standards and specifications of the Frederick County Sanitation Authority. 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. P j g g g yTANDARDIIAMP 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to Frederick County Public Works Department prior to issuance of grading and/or site development permits. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected in accordance with state law. In the event gravesites are discovered during construction, the owner and engineer must be notified immediately. 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering; at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has been prepared, it should supersede the requirements in this note. 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating?; or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. 24. All utilities are to be underground. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved 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 to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans arad/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-l. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. EXISTING TELEPHONE POLE EXISTING WATERLINE W/ TEE �- i� {- PROPOSED WATERLINE W/ TEEy 1T! EXISTING FIRE HYDRANT EXISTING WATER VALVE - PROPOSED WATER METER m EXISTING REDUCER PROPOSED REDUCER STOP SIGN HANDICAP RAMP (CG-12) _m , DENOTES LOCATION IIOSSF��STDpp VDOT CONSTRCTNION PARKING INDICATOR Al2 INDICATES THE NUMBER OF TYPICAL PARKING SPACES TEST PIT LOCATION HANDICAP PARKING VEHICLES PER DAY COUNT 100 PROPOSED BUILDING ENTRANCE EXISTING STREET FIGHT PROPOSED STREET NAME SIGN + PROPOSED SANITARY LATERAL CLEANOUT +- SANITARY MANHOLE IDENTIFIER 12 STORM DRAIN STRUCTURE IDENTIFIER O6 EASEMENT LINE - _ _ CENTERLINE EXISTING SPOT ELEVATION 12•0 PROPOSED SPOT ELEVATION 3 �15- EXISTING TREE LINE LANDSCAPE PLAN SHEET 7 OF 11 STORM SEWER & WATERLINE PROFILES SHEET 8 OF 11 SIGHT DISTANCE PLAN & PROFILE SHEET 9 OF 11 VDOT DETAILS SHEET 10 OF 11 FCSA DETAILS SHEET 11 OF 11 - O F-+ U) 5 W O U 0 z Z Z d a 04 a Q W V1 5 W Q LO o 1 THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PL ►i&S SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION TH O r ARK, D. SMITH � "0 N0.022837 G s � � I � V�� ! ' I S`�to NAL � PROJECT INFORM. A TION - SITE LOCATION STONEWALL INDUSTRIAL PARK _. PARCEL IDENTIFICATION NG_ 43-19-54 LOT AREA 3.39 AC. AC. DISTURBED AREA -1 CURRENT ZONING M CURRENT USE VACANT PROPOSED ti' L WAREHOUSE/OFFICE/WHOLESALE/ACCESSORY RETAIL (NO MORE THAN 15%) SIGNS: ONE PROPOSED. SIGNAGE MUST CONFORM WITH THE STANDARDS OF SECTION 165-30 OF THE FREDERICK COUNTY ZONING ORDINANCE. OUTDOOR LIGHTING: NONE PROPOSED. ANY FUTURE LIGHTING SHALL CONFORM TO SEC. 165-35A OF THE FREDERICK COUNTY ZONING ORDINANCE. ALL OUTDOOR LIGHTING SHALL BE ARRANGED TO DEFLECT GLARE AWAY FROM ADJOINING PROPERTIES AND PUBLIC STREETS. BUILDING HEIGHT: MAXIMUM ALLOWED=60'-0" PROPOSED=23'-O"0 BUILDING SETBACKS: REQUIRED: FRONT: 75' PROPOSED: FRONT: 77.63' SIDE: 25' SIDE: 139.88' REAR: 25' REAR: 136.50' PARKING CALCULATIONS F.A.R. CALCULATIONS REQUIRED PARKING: LOT AREA = 147,669 S.F. OFFICE = 1 SPACE PER 250 S.F. PROP BUILDING = 20,970 S.F. WAREHOUSE = 1 PER EMPLOYEE 20,970 S.F./ 147,669 = 0.14 F.A.R.= WHOLESALE = 1 PER EMPLOYEE RETAIL = 1 SPACE PER 200 S.F. OFFICE AREA = 4,429 S.F. 250 S.F. / 18 SPACES REQUIRED OPEN SPACE CALCULATIONS 25% OPEN SPACE REQUIRED = WAREHOUSE = 4 EMPLOYEES 4 SPACES REQUIRED 147,669 S.F. X 0.25 = 36,917.3 S.F. OPEN SPACE PROVIDED = 78,614.4 SF OR 53% WHOLESALE = 4 EMPLOYEES 4 SPACES REQUIRED ACCESSORY RETAIL AREA = 2,880 S.F./200 S.F. 15 SPACES REQUIRED D CALCULATIONS TOTAL SPACES REQUIRED = 41 TOTAL SPACES PROVIDED = 41 PROPOSED IMPERVIOUS AREA = 17,372 SF REQUIRED PERIMETER PLANTINGS = 17,372/2000=9 HANDICAP SPACES REQUIRED = 26 TO 50 SPACES REQUIRED INTERIOR PARKING LOT = 5% AND 1 PER 10 SPACES 2 SPACES REQUIRED Q HANDICAP SPACES PROVIDED = 2 41 SPACES/10 = 5 TREES REQUIRED TOTAL REQUIRED PLANTINGS = 14 TREES LOADING SPACES=1 SPACE/40,000 S.F. WAREHOUSE TOTAL PROVIDED PLANTINGS = 16 TREES 3,368 S.F./40,000 S.F.=1 SPACE PROVIDED 2 SPACES n W� Y ., IL J E. > V Q �•,� � [.., E. � , 4 w a j3 � W Z ►--a 0 L Q', � W 0 = E- J CO W 0 > O �� W <C U Z a' pp 0 w P a Q coW �� + (� �... O WM 0 0 44: FCSA CONSTRUCTION NOTES 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. When an existingwater main is tapped for the installation of a new line: PP a) The Authority shall furnish all labor and material. b) The developer/contractor must: 1. make application and pay deposit 2. mark the tap location. 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. b) The frame and cover shall be set to final grade. c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. d) All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. b) An Application for Service must be made and fees paid before work will begin. 0 WNERS CERTIFICATE The foregoing Site Plan of the land of Harwill Food Service is with the free consent and in accordance with the desires of the undersigned owners, pro erties and trustees if any. (} j APPROVAL FIRE MARSHALL S NOTE �� //u � j � FR ICK COUNTY ZONING ADMINISTRATOR DATE *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF PLANNING APPROVAL Fire lane markings and sig}nage: An "No Parking" signs and yellow painted curb locations will be installed Y g g Y P by field inspection at the direction of the Fire Marshall's Office. TRIP GENERATION DATA Project Name: ] HAP WILL FOOD SERVICE Project Number: 3848 CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 130 INDUSTRIAL PARK 1,000 S.F. 20,780 S.F. 6 PER 1,000 S.F. OF GROSS FLOOR AREA 126 Magisterial District: STONEWALL Date of Plan: (Month, Day, Year) APRIL 15, 2005 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. * TA N FROM ITE TRIP GENERATIO1 7TH EDITION DATE: 4/12/05 Owner: Address, Including Zip Code & Telephone No. 120 LE:NOIR DRIV UTILITY CONTACTS SCALE: N/A 11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio read remotes are required. A D KNOTTS• DEVELOPMENT, LLC WINCHESTER, VA 22603 (540) 662-1124 Water/ Frederick County Sanitation Authority Phone: Verizon Sewer: P.O. Box 1877 P.O. Box 17398 Winchester, VA. 22604 Baltimore, MD 21297 (540) 868-1061 (301) 954-6282 Power: Allegheny Power Gas: Shenandoah Gas Co. Developer: VALLEY BUILDING SYSTEMS Address, Including Zip Code & Telephone No. 7735 MAIN STREET MIDDLETOWN, VA 22645 (540) 869-7800 DESIGNED BY: EJG HANDICAPPED PARKING NOTE FILE NO. 3848 Engineer Certifying Plan: GREENWAY ENGINEERING 1 Address, Including Zip Code & Telephone No. 151 WINDY HILL LANE WINCHESTER, VA 22602 1(540) 662-4185 P.O. Box 1458 P.O. Box 2400 Hagerstown, MD 21741 Winchester, VA 22604 1-800-654-3317 (540) 869-1111 Virginia Utility Protection Service 1-800-552-7001 SHEET 1 OF 11 Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. 05-23 I c 6EIDIMENT TRAP COMPUTATIONS STt0I2ArF; QF=ntJIQF=r) I STnF;?Ae,-F; F'Rnvlr)PO--] WET Lj w— ,a.. G V- RESPON515LF LAND p15iUR5FR NAME: Fa Iph 5artm�ers CERTIFICATION #, 13c3al IDATE: 5/14/OE THE RE5PON515LE LAND ID15TURBER 15 THE PARTY' RE5PON515LE FOR CARRYING OUT THE LAND ID15TURE31NG ACTIVITY A5 5ET FORTH IN THE PLAN5, LIMITS OF CLEARING AND GRADING r—MU'—AUN / !::)r—L/I Mt:N I UUN I KUL LtZ(:7r-Nl-,' KEY SYMBOL )DE56RIPTION TEMPORARY GRAVEL. CONSTRUCTION ENTRANCE 0 x x A 5ILT FENCE IP 5TOPH DRAIN INLET PROTECTION CULVERT INLET PROTECTION TEMPORARY DIVER51ON PIKE TEMPORARY SEDIMENT TRAP OUTLET PROTECTION ROCK CHECK DAM DRAINAGE DIVIDES CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED HITHIt 14 DAYS AFTER START 6TQfR1-lWATfFfR CALCULATIONS PRE -DEVELOPMENT CONTRIBUTING PA = 13 AC, Ta = 30 MIN. c- = 0.31 Q(2) = 54.03 CF5 a(lo) = -l8.33 CF5 A = 033 AC. LIMITS OF CLEARING AND GRADING,/ —s— — 30 15 0 30 (90 5G,,NLE: 1 30' NOTE: THIS SHEET FOR PHASE I EROSION AND SEDIMENT CONTROL AND DRAINAGE DIVIDES OILY!!! TRAP" DRAINAGE AREA WET CU. YD' DRY cu. YD. WET CU. YD. DRY cu, YD. OUTLET HEIGHT STORAGE DEPTH STORAGE: DIMENSICN WEIR LENGTH TOP WIDTH BEW HEIGHT TOP OF: WEIR I 2.93 AG 200 200 201 203 15, 4' 5OX32 181 25' 2 -5' 134.1 2 0.12 AC 48 48 48 51 15, 4' 30A2 ( 1 0 2 2.51 1345 0 z Lu UA z z uj C\2 0 If) >m � C\2 C\2 00 't C\2 cc) C) 10 'No bb (m z L0 N Lu q 0 C, ID ia)' c" C) 0 >1 bO ,TH OF 9/MARK D, SMITH 10 No 022837 P4 `SIGNAL �, U E- w � � O 1 ZIx -ji E- 0<� � w 0 O IT O 0 E- DATE: 4/12/05 SCALE: I" = 30' DESIGNED BY: EJG FILE NO. 3848 SHEET 2 OF It 05-23 STORMWATER CALCULATIONS PRE -DEVELOPMENT CONTRIBUTING DA = 13 AC. Tc = 30 MIN. C = 03'1 Q(2) = 54.03 CFS QC 10) _ 18.33 CFS POST -DEVELOPMENT BYPASS DA = 1046 AG �\ Tc = 30 MIN. \\ C=0.31 \ \ Q(2) = 52.B2 CFS 000) _ 15.60 CFS \c\ POST -DEVELOPMENT TO POND DA = 2.54 AC. Tc = 11 MIN. \\� C 2 0.11 �'� `' p�— —'`'— — � TOTAL 13YPA55 \ \\ \ a( 2) _ (0.38 CFS a( 10) = 8 8l CFS A =10.46 AC. \ c\ \ TOTAL POST -DEVELOPMENT RUNOFF Q(2) - 54.11 CFS Q(10) - 71.82 CFS / 134, f \ \ \ �• / .- \ LIMITS OF'CLEARINC•�- V ~ \ r �NDrtxRADINi�'/ \ ♦ c\LIMITS OF CLEARING: \� Y�� / -` , %_ --T`"• rr - _ - _ _ i3� -- ----=---_ AND GRADING '•��j[%`� �\ . Cs/ "----' ..732 , ,A ep ♦ 732 — _-... 736 134 SOP 4- ;1 r 1, % ♦ \ \ r / E" 6 \\ ,` ZLIT$OF q ��EARI \ A GRg0IfyG Y. NOTE: THI. HEE ZN� c r C) 'ti �1� vv 0 ; AREA TO POND y % i 73 f \\� TO CULVERT B A =1.32 AC. {/ / dov , 0000 TO CULVERT A,- / OFF -SITE AREA / c �► — 736 A=0.25 AC. ' A=61.0 AC. OP LIMITS OF CLEARING AND GRAD ING" CID 738 ca W 'G _ _W_ 11 / 1, I' fly � I 1 FOR PHASE II EROSION AND SEDIMENT CONTROL AND DRAINAGE DIVIDES ONLY!!! a z W Lit Z s z W o tf) >■ C\2 m `t a �•� rq C�2 00 C) ' G Bca _ I Z "> x � crj L' c W �, � W au W � 0�1 Lo a 1-4� Hw N t W Ul N z w 0 U zr4 0 Fi W � � a x W p. Q w a OF rA MARK D, SMITH No, 022837 0 Ito SIONAL W al _U > 0 E TV`` T (� a > cl) �C r—� E-+ 1! ca0 b � 0 c�6 LL W z W o J M � Q 0 W to W �--' �•r pZ � o E-+ W •�� i�co DATE: 4/12/05 SCALE: 1" = 30' DESIGNED BY: EJG FILE NO. 3848 SHEET 3 OF 11 05-23 TEMPORAR Y SEDIMENT TRAP HARWILL FOOD SERVICE - STONEWALL INDUSTRIAL PARK STONE CONSTRUCTION ENTRANCE EROSION AND SEDIMENT CONTROL • 1 VARIABLE NARRATIVE 70' MIN. onsnNc ORIGINAL II VAR ABLE• DESCRIPTION: THE PURPOSE OF THIS PROJECT IS THE CONSTRUCTION OF OF A WHOLESALE/OFFICE BUILDING IN THE STONEWALL INDUSTRIAL EROSION CONTROL MATS SHALL BE INSTALLED OVER STEEP (2:1) CUT AND FILLS SLOPE WHICH HAVE BEEN BROUGHT TO PAVEMENT GROUND W ' 51 ELEV. PARK THE SITE 15 LOCATED AT THE INTERSECTION OF McGHEE RID 4 FINAL GRADE AND SEEDED TO PROTECT FROM RILL AND GULLY UA 67 CU. YD./ACRE LAKE5VILLE CIRCLE. THE SITE CONSISTS OF THE CONSTRUCTION OF A EROSION. FILTER CLOTH-1-1 6' MIN. A MOUNTABLE BERM �, VARIABLE 20'310 SF BUILDING, 1.11 ACRES OF PAVED PARKING AREAS, AND z rOP>� N ASSOCIATED UTILITIES ON 339 ACRES. A TOTAL OF APPROXIMATELY MANAGEMENT STRATEGIES: SIDE ELEVATION L,- 32 ACRES WILL BE DISTRUBED DURING CONSTRUCTION. EXISRNG GROUND 67 CU. YD./ACRE CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING z 70' `' MAX. (EXCAVATED)4' DATE OF CONSTRUCTION: CONSTRUCTION WILL BEGIN FOLLOWING PLAN OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE. MIN. CLOTH GROUND APPROVAL AND WILL TAKE APPROXIMATELY FOUR (4) MONTHS TO W o to B 10' Ml" WA.SNRACK (OPTIONAL) ELEV. COMPLETE. THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND � � > C Co .-, •• *SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP EXISTING 51TE CONDITIONS: THE PROPOSED SITE IS GENERALLY SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE �, •� I o cc)C\j " • 7O' MIN, 12• MIN. £XIsnNG LOCATED ALONG THE TOP OF AN EASTERLY RIDGE. MOST OF THE 51TE MEASURES THROUGHOUT THE PROJECT IS CRITICAL TO THE I co - to tLb PAIEMETlI' CROSS SECTION OF OUTLET IS COVERED WITH OPEN GRASSED AREAS WITH THE REMAINDER BEING EFFECTIVENESS OF THE PROGRAM. �--� a-n 1 HARDWOODS. THE SITE 15 DIVIDED INTO GENERALLY TWO DRAINAGE CONTROLS HAVE STABILIZED, THE 1 to C AREAS SLOPING AT AN AVERAGE OF 2.1% TO THE EAST. AFTER AREAS ABOVE BEEN x `n r ~- vDor �7 POSrTNE DRAINAGE 7o MIN. � COURSE AGGREGATE TO SEDIMENT CLASS I RIPRAP LENGTH (IN FEET) = CONTROLS SHALL BE CLEANED UP AND REMOVED. W y, � 0�' � I N B TRIPPING DEVICE I 6 X DRAINAGE AREA SOILS: THE EXISTING SOIL CONDITIONS WERE OBTAINED FROM THE ELECTRIC POWER, TELEPHONE, STORM, SANITARY, WATER d GAS .N W s~ �, �' o Iv o � 2 • HGRESS AND EGRESS INGRESS PLAN VIEW (IN AC.) / OrVERSION USDA SOILS SURVEY. THE PREDOMINANT SOIL ON THE SITE IS SUPPLY TRENCHES ARE TO BE COMPACTED, SEEDED AND MULCHED WITHIN FIVE (5) DAYS AFTER BACKFILLING. NO MORE �r �' ■i c to a0 OF / DIKE f FREDERICK-POPLIMENTO LOAM (145) AND HAS A MODERATE EROSION THAN 500 FEET ARE TO BE OPEN AT ANY ONE TIME. � HAZARD. �o'., 12• MIN. _ _� SLOPES ARE TO SEEDED AND MULCHED ALL CUT AND FILL BE '' M'" -�� ADJACENT AREAS: THE SITE I5 BOUNDED ON THE NORTH BY McGHEE �-- WITHIN FIVE l5) DAYS OF COMPLETION OF GRADING. 3' MIN. � RD. ON THE EAST BY LAKESVILLE CIRCLE, ON THE SOUTH BY A 3(0,000 SF 0) F)LTfR CLOTH� ��-- WAREHOUSE AND ON THE WEST BY UNDEVELOPED M-1 ZONED PROPERTY. DRAINAGE 5WALES SHALL BE STABILIZED WITH CHECK DAMS aD a SECTION A -A UNTIL VEGETATION HA5 BEEN WELL ESTABLISHED, AT WHICH N 6•_7• '/��-� OFFS(TE AREAS: THERE ARE NO OFFSITE DISTURBANCES ASSOCIATED WITH THIS TIME THE CHECK DAMS SHALL BE REMOVED. E3 w COARSE AGGREGATE" j � (� DEVELOPMENT. ` EXCAVATED pEVICE5 LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND FlLTER CLOTH EROSION AND SEDIMENT CONTROL MEASURES: UNLE55 OTHERWISE �� INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE INAIMNT �' •NECESSARY DUE TO CONTRACTOR PHASING OR OTHER CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED UNFORESEEN CONDITIONS. IT IS THE CONTRACTOR'S _COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE REINFORCED CONCRETE DRAIN SPACE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK SHOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND SECTION B-13 OUTLET (PERSPECTIVE VIEW) CONTAIN SEDIMENT ON SITE. ALL MEASURES SHALL BE STRUCTURAL MEASURES: INSTALLED ACCORDING TO THE STANDARDS •ANp Z SOURCE. ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Cont(ol, and Vo. DSWC Plote 302-1 SOURCE: VA. DSWC PLATE. 3.13-2 SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT O PHASE I: CONTROL HANDBOOK Y) CULVERT INLET TEMPORARY DIVERSION DIKE TABLE 3.32-C INSTALL TEMPORARY CONSTRUCTION ENTRANCE WITH WASH RACK MAINTENANCE PROGRAM: W (3.02) At ENTRANCE TO THE SITE ON McGGHEE ROAD TO MINIMIZE MUD PROTECTION SITE SPECIFIC PERMANENT SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA CARRIED ONTO ROADWAY. ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE Total Lbs. 51TE SUPERINTENDENT OR HIS REPRESENTATIVE AND WITHIN 24 Minimum Care Lawn Per Acre TEMPORARY DIVERSION DIKES (3.09) SHALL BE INSTALL AS SHOWN ON HOURS AFTER ANY STORM EVENT GREATER THAN 0.5 INCHES ENDWALL THE PLANS TO DIVERT SEDIMENT -LADEN RUNOFF TO THE SEDIMENT OF RAIN PER 24-HOUR PERIOD. ANY DAMAGED STRUCTURAL - Commercial or Residential 200-250 lbs. TRAPPING STRUCTURES . MEASURES ARE TO BE REPAIRED BY THE ENE) OF THE DAY. - Kentucky 31 or Turf -Type Tall Fescue 90-100% SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE - Improved Perennial Ryegrass * 0-10% TWO TEMPORARY SEDIMENT TRAPS (3.13) AS SHOWN ON PLAN SHALL THAT A GOOD STAND OF GRASS 15 MAINTAINED. ALL AREAS TOE OF FILL C - Kentucky Bluegrass 0-10% BE CONSTRUCTED AS A PHASE I CONTROL MEASURES PRIOR TO SHALL BE FERTILIZED AND RESEEDED AS NEEDED UNTIL GRA55 W High -Maintenance Lawn CLEARING THE SITE. IT SHALL DETAIN RUNOFF LONG ENOUGH TO IS ESTABLISHED. H ALLOW THE MAJORITY OF SEDIMENT TO SETTLE OUT PRIOR TO Minimum of three (3) up to five (5) varieties of LEAVING THE SITE. TRAPPED SEDIMENT 15 TO BE REMOVED AS REQUIRED TO Q bluegrass from approved list for use in Virginia. 125 lbs. MAINTAIN 50 % TRAP EFFICIENCY AND DISPOSED OF BY TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) SPREADING ON SITE. General Slope (3:1 or less) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND - Kentucky 31 Fescue 128 lbs. AS NEEDED TO STABILIZE DISTURBED AREAS. INLET PROTECTION SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET 15 CLOGGED BY T Compacted Soli - Red Top Grass 2 lbs. - Seasonal Nurse Crop** 20 lbs. PHASE II: SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED ° 150 lbs IMMEDIATELY. A K R ITH 9 FENCE ° ° DISTANCE IS UM IF FLOW IS TOWARD EM 18" min. r -°w Low -Maintenance Slope (Steeper than 3:1) ALL CONTROLS INSTALLED IN PHASE I TO REMAIN FOR THE DURATION OF THE PROJECT. THE CONTRACTOR IS RESPON;�IBLE FOR KEEPING EXISTING ~� N ,022837 �O a L I I - Kentucky 31 Fescue 108 lbs. CULVERT INLET PROTECTION DEVICES (398) SHALL BE PLACED ON PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE, CONDITION I r(� �s FLOW W11111011111_III - Red Top Grass 2 lbs. - Seasonal Nurse Crop** 20 lbs. INLETS TO STORM SEWER CULVERTS TO PREVENT SEDIMENT FROM AT ALL TIMES. `sI0NA1� - - - Crownvetch *** 20 lbs. ENTERING, ACCUMULATING IN AND BEING TRANSFERRED BY THE EROSION AND SEDIMENT CONTROL PROGRAM: STONE COMBINATION 4.5' min 150 lbs CULVERT. SEDIMENT CONTROL DEVICES 1. CLEARING AND GRUBBING FOR * Perennial Ryegrass will germinate faster and at lower soil OUTLET PROTECTION (3.18) SHALL BE PLACED ON THE OUTLETS OF ONLY (PHASE I SEDIMENT TRAPS, DIVERSION DIKES, SEDIMENT 1.0, 15 temperatures than fescue, thereby providing cover and erosion resistance for seedbed. ALL STORM SEWER PIPES AND CULVERTS TO REDUCE EROSION, BASIN, AND NOTED STORM SEWER). UNDERCUTTING AND VELOCITIES. 2. PLACEMENT OF SEDIMENT CONTROL DEVICES. W ** Use seasonal nurse crop in accordance with seeding dates as FILL SLOPE SURFACE SHALL BE LEFT IN A ROUGHENED CONDITION TO 3. OBTAIN INSPECTOR'S APPROVAL PRIOR TO BEGINNING > �; stated below: March, April through May 15th Annual Rye REDUCE EROSION. CONTRACTOR SHALL REDIRECT THE CONCENTRATED GRADING OPERATIONS. P-1 FLOW .- 2.5' May 16th through August 15th Foxtail Millet FLOW AWAY FROM THE FILL SLOPE BY INSTALLING DIVERSION DIKE 4. CLEAR AND GRUB REMAINDER OF SITE. � August 16th through Sept.,Oct. Annual Rye AND DIVERT THE RUNOFF TO SEDIMENT TRAPS OR SEDIMENT BASINS. 5. ROUGH GRADE SITE. November through February Winter Rye 6. INSTALL DRAINAGE DEVICES WITH SEDIMENT CONTROL. TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) 1. FINAL GRADING. •VDOT #3, ff357, p5, #56 OR #57 COARSE AGGREGATE CLASS I RIPRAP TO REPLACE SILT FENCE IN • HORSESHOE " WHEN *** If Flatpea IS used, increase to 30 lbs./acre. All legume seed SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND 8. RESTORATION AND STABILIZATION OF DISTURBED AREAS. (1 REMOVE EROSION AND SEDIMENT CONTROL MEASURES WITH X > CC HIGH VELOCITY OF FLOW IS EXPECTED must be properly inoculated. Weeping Lovegross may also be AS NEEDED TO STABILIZE DISTURBED AREAS. THE APPROVAL OF THE INSPECTOR <( included in any slope or low-maintance mixtures during warmer OL SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 SOURCE: VA. DSWC PLATE 3.09-1 seeding periods; add 10-20 lbs/acre in mixes. VEGETATIVE MEASURES: NOTE: THE FREDERICK COUNTY PUBLIC WORKS AND '-' Q' PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED ENGINEERING DEPARTMENT RETAIN THE RIGHT TO ADD AND/OR <( U) > TO DENUDED AREAS WITHIN SEVEN (1) DAYS AFTER FINAL GRADE IS MODIFY THESE EROSION AND SEDIMENT CONTROL MEASURES E,p[ Q PIPE OUTLET CONDITIONS R 0 CK CHECK DAM REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL DURING THE CONSTRUCTION PROCESS, WITHIN REASON, TO 0 ENSURE ADEQUATE PROTECTION TO THE PUBLIC AND THE `] E-I A A TABLE 3.31-B STABILIZATION SHALL BE APPLIED WITHIN SEVEN (1) DAYS TO ENVIRONMENT. DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL 1� C] E ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. SEEDING SCHEDULE (SOIL STABILIZATION): O Z O O 2 ACRES OR LESS OF DRAINAGE AREA: PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS U ado "QUICK REFERENCE FOR ALL REGIONS" THAT ARE TO BE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS. 1. ALL PERMANENT SEEDING SHALL BE IN ACCORDANCE WITH �21- _j O d o 6„ TOPSOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SECTION 3.32 OF THE YESCH. 2. SPREAD TOPSOIL AT A MINIMUM DEPTH OF FOUR (4) �, U �� '� PIPE OUTLET TO FLAT 3 SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY INCHES. Q-I' AREA WITH NO DEFINED s'_ CHANNEL FILTER CLOTH Rate VEGETATION IMMEDIATELY AFTER GRADING. 3. INCORPORATE PULVERIZED AGRICULTURAL LIMESTONE INTO E- 0 W PLAN VIEW (OPTIONAL) Planting Dates Species (lbs./acre) THE TOPSOIL AT A RATE OF 92 LB5. PER 1,000 SQUARE FEET j F- ,� Q ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS (2 TONS PER ACRE). W Uf W L a DOWNSTREAM VIEW ( ) ARE TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY 4. FERTILIZE WITH 10-10-10 FERTILIZER AT A RATE OF 23 1 0 7 VDOT #1 -- MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER WITHIN FIVE (5) DAYS AFTER CONSTRUCTION LBS PER 1,000 SQUARE FEET (1,000 L55 PER ACRE). 5. SEED ALL AREAS WITH A 5^ED MIX CONSISTING OF 61 io Q Ui �1 W Z d COARSE AGGREGATE FLOW ? 3' Sept. 1 -Feb. 15 50/50 Mix of Annual Ryegrass (Lolium multi-florum) KENTUCKY 31 TALL FESCUE AND 33 % RED TOP CLOVER (o. MULCH ALL SEEDED AREAS WITH STRAW MULCH APPLIED _ C) � � O E.. AT A RATE OF 3,500 LBS PER ACRE ANCHORED WITH CUTBACK SECTION A -A FILTER CLOTH KEY IN 6"-0"; RECOMMENDED FOR ENTIRE PERDWIER 10 & 50 - 100 OR EMULSIFIED ASPHALT APPLIED AT A RATE OF 200 GALLONS Cereal (Winter) Rye (Seca) cereale) PER ACRE. O A 3d (MIN.) 2-10 ACRES OF DRAINAGE AREA: DUST CONTROL: O A o Feb. 16 - Apr. 30 Anual Ryegrass 60 - 100 I. TEMPORARY SEEDING SHALL. BE APPLIED TO ALL DISTURBED AREAS d0 (Loliium multi-florum) SUBJECT TO LITTLE ON NOCONSTRUCTION TRAFFIC, W 2. ALL HAUL ROAD AND OTHER HEAVY TRAFFIC ROUTES SHALL BE PIPE OUTLET TO WELL 6" SPRINKLED WITH WATER UNTIL THE SURFACE IS WET AND REPEATED DEFINED CHANNEL 3 May 1 - Aug. 31 German Millet 50 AS PLAN VIEW 1 FILTER CLOTH (Setaria italica) NEEDED TO CONTROL DUST L a (OPTIONAL) Note: DATE: 4/12/05 (DOWNSTREAM VIEW) All construction of storm water ponds and drainage structures shall be 0 7 -. certified by a professional engineer. As -built drawings with a sealed letter SCALE: N/A VDOT #1 of approval from the certifying engineer shall be submitted to the d COARSE AGGREGATE T Seeding Frederick County Department of Public Works upon the completion of the DESIGNED _ SECTION A -A IT project. FILTER CLOTH KEY IN 6"-0-; RECOMIMENDED FOR ENTIRE PERINMR FLOW ? 1 3' NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION Seed shall be evenly applied with a broadcast seeder, drill, BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED cultipacker seeder or hydroseeder. Small grains shall be FILE NO. 3848 USING PLATES 3.18-3 AND 3.18-4. planted no more than one Inch deep. Grasses and legumes 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT shall be planted with no less than 1 4" soil cover. p / SHEET 4 OF 11 LESS THAN B INCHES. CLASS 1 RIPRAP 05-23 Source: Va. DSWC Plate 3.18-1 PLATE 3.20-1 NOTES FOR INSIDF FIRE PF:oTECTION �,,..-L.. I. THE FIRE SERVICE SHALL BE METERED AND SHALL HAVE A ON51TE T'r'PICAL PAVEMENT SECTION ON51TE T'I'P(CAL PAVEMENT SECTION • ' / DOUBLE CHECK BACKFLOW PREVENTION ASSEMBLY. 2. FCSA SHALL REVIEW THE MECHANICAL DRAWINGS CONTAINING NOT TO SCALE NOT TO SCALE W THE FIRE SERVICE METER AND BACKFLOW PREVENTION DEVICE, W PAfR<ING STALLS ONLY 43 -19 - 53 AND APPROVE THE DESIGN AND MATERIALS. — 15" SM-125A SURFACE COURSE HENRY ELECTRIC INC. / \\ 43 19 49 3. REFER TO FCSA CONSTRUCTION NOTES 10 AND II. — 2" SM-125A SURFACE COURSE 3" BM-25 BASE COURSE 6" SUBBASE VDOT STD. 21A, TYPE I 8" SUBBASE VDOT STD. 21A, TYPE I ZONED- M1 % / `' T OAN & ASSOCIATES LC �„ 4. FOR MATERIAL REQUIREMENTS REFER TO FCSA STANDARDS — _ — — COMPACTED SUBGRADE— COMPACTED SUBGRADE LIT(- USE: VACANT / �° - ZONED: M1 AND SPECIFICATIONS -SECTION 2, PART 2, PARAGRAPHS 1 AND 8. (COMPACTED TO 95q DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) —" — —' (GQI (PATTED TO 95q pENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-I METHOD) ! .' j� 2.64 AC. --` USE: INDUSTRIAL W C\2 �/( 2.6 8 AC. RIGHt OF WAY NOTE >M CQ PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 6. SOIL TEST PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 6. SOIL TEST OF THE 5U5GRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED OF THE 5U5GRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. y` �` I "'- I. BOTH LAKESVILLE CIRCLE AND THE PORTION OF MCGNEE RD, WEST OF LAKESV'ILLE CIRCLE ARE DEDICATED STATE RIGHT OF co coo C) CO4D p E>t- .yes Dt-Fvrnt3 Gulls / WAYS (DB 842 PCx 1124 d DI3 8(05 PCs 861). � � � � C\ co Ln \�• �� ®'� �' � l EASEMENT NOTE \ ` \ cA / r ••�-,_ f ,.��° �E �� S ` �'__ 1. ALL EXISTING EASEMENTS HAVE BEEN RECORDED UNDER INTST. # m40001386.% W 'Ua) o \ \ \ ` 43 19 47 ` f ✓a `` 86 _ �_ g s I R STORAGE NOTE a F w \ \ c\ SPAHR METRIC INC. � ,,�_-------- �F- o . - _LNG g�T •• NS.I. OUTDOOR STORAGE IS PROHIBITED IN THE LOADING AREA. \ \ \ \ \\\ \ ZONED: M1 USE: VACANT �! � �� °/ f f no' / EX. 10' I)RNG, 8 R=50.00' gym 25 /� UTILITY E5M 1. 13jt '�- \\- ' �- 10, 2' HIGH r;. Q rr irk "'\ CONC. BARRIER v LOADING DOCK o� cf)Z H Ems-' ;Z CO U) ` \ \ G,\ �` / / / \ J� `' �y� \, G"' \ P �\ \ \f \ • ,A O % �, `, ��sY ��I i/[ ��, 2� r EX. STM. - V HIGH BOARD ON ELEVAtION BOARD FENCE O W z W � O 40'-15" RCP DRNG, ESMT_ III e 1.92o�� Zx c� � o oCL Q Z Z \ \ 48" CONCRETE �E�� /oo• RISER 1� 2' HIGH CONC. BARRIER oA ING Doc+ W O iQ L) PJ 14 Z Z a Z Z a r �\ �� / �,�4J w w I •� iLOT 5 �'e �� 6' HIGH BOARD ON W �U)U�wW a J ` - p L� i�� , 3.3 9 ACRES 13650' `2" �� , /�o� 'L� 20' WATER LINE ESMT. I �° � r" .f -,1- - a-;,�- •-�.:�� -- - PROP. EP � Q, �/�� PLAN VIEW BOARD FENCE RECESSED DUMPSTER DETAIL Nrs w 5 a 5 5 W W ix W 5a W a \� \ \\ o I -FH I 150' 45 ASSEMBLY I \ \ �� \ � � � d �� /� g, TYP -. / ��? h N' SHOWROOM --�s�. _ a / �hV /¢��` 24.0 - = I0 x10 N �� EX. iG�' pf�NC�x. � UTILITY ESMT. � Q \ ° \ 0 to � \ \ T, \ ° � .- 10� OVERHEAD00 DOOR �'v In �C r r' `� - M \ ,� (� PROP. 3 RECESSED DUMPSTER / \ \ \ �� 1�� r�+, CURB CUT U PROP. BUILDING ImxS - sE�DETAIL �Q 0/ Q / - 20,970 S.F. `'"I'H1 5NE 1 _ rn Z �� L --f- 202, � FF=738.00 � L� AREAS � ct) � S ADS d MAIN _ z 9�' ROOF DRAIN l cal can T ENTRANCE ----� WAREHOUSE^� z v �-. I Ll U �� z N o MARK D, SMITH '� N 022837 � � •% \ _ I ° PRO A PROP. HC OFFICE p 0 U Q � � O"6 (/ , ( °U 5 �a'' % % PROP. GCs -12� PARK SIGNS -1 EX. 20' SAN. SIGN ,n u� I0'x10' A I to Q c i to S Cs S NAL IO 01 SEW. ES 'fT. Y r r OVERHEAD i� o �r to • co ti ER EP jf, \ P `) \ o> (_ ACCESSORY RETAIL- -= DOOR l ° , 1 121.00' tL z 11.50, 43--19-2 R VARIES,12. 1.5" SURFACE SM-12.5A UNITS OF BITUMINOUS SURFACE •, �`�` / �' -��,� L \� a °�'� m n. ..-... _ 150, ` C3` o \ ! o �. \ LENOIR CITY CO. ZONED: M1 e POINT OF 3" BASE BM-25 e FINMHED GRADS -�- ' f / s ® °° o.°. ,fi•°`j • \ \ , <9 5' S/UJ S1 MESE CONNECTION g° ADS ROOF DRAIN ;•:.. GG c _6 " USE: VACANT 2.00 AC. W l� �' �'f 5 8" TYPE 1 SUBBASE LIMITS OF SUBBASE AGGR. BASE 21-8 — COMPACTED SUBGRADE SHALL BE TO 95% DENSITY AT OPTIMUM MOISTURE PER VDOT VTM-1 METHOD NOTE: , h �� r �` \ % CULVERT "A" - S' ^ ro" FIRE LINE C� pA I COMPACTED l ,� !4 I \ ` 30 -15 RCP Q I -FH PARKING L D NG CONTENT J / �\ V "4A �1 T UAREA AREA f \ �� \ nQT �� r/� �j� ° . \ L 11 I 1.00% " F— ASSEMBLY /� \ y �/,/� \\\ S CJ' / =� CL U r —i ULTIMATE PAVEMENT SECTION SHALL MEET OR EXCEED THE EXISTING PAVEMENT SECTION ON McGHEE ROAD. THE CONTRACTOR SHALL�p PERFORM A TEST BORING FOR VERIFICATION PURPOSES. �/ / 'mil \ \ `2 I�j�O w 4� � v=Ai A, c7$ .¢ —J w STANDARD TYPICAL SECTION FOR ` �� 50� �'�� `�' ENTRANCES, TURN LANES AND TAPER / P �I r- r "` \ ��' PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. �\ \ 13+0 � � °�� Ste, �;.,-�y'� 2�0' WATER LINE ESMT. O O / \ , `a' 4" SAN. LAT. � -J � U 43 -19 - 51 :� O) , �5�• 0a% MIN. 25, Af= Y FCSA N �r84CK c� • 6 30-O' (` -J 0 w 3: '-' �L U� U '--i LENOIR CITY CO. OF VA. i / , �` _ CG-11 .� ��;�� @ - �`' --_�DXNCTESMT. uJ ZONED: M1 USE INDUSTRIAL �° co % �,' j i \ \� E,<� �_ \ �� -_-- �\ -_--_ EX. SAN. 111 7- � "" �I,a C(� j�' _____ <<� --.__ _ _ _ _ S,_ W. .,M , _ -� ----� 0 �I t w p � � 11.96 � >' c� %% i ' \ _ �_ .._N _ _ __bv --_ -^ e D L __ \ch ZTNPDB Bb G ��r� SMT_ Q GCs-� CULVERT "B" � OSTED p & - .� _ _ _ --- -- _ — -= _ --- - - - _ ,� _ _________-- R=1440�00 "i'�'� — - �.._ _ _ .__ " _ 3 �- w O CUR8INC-c END TREATMENT DETAIL % l u 43 -19 - 44 '. $� _- � ro0'-15" RCP �- y SPEED 7- _ --- �__ cL III 2 33io L=50.92 `� �:.s . 2' TAPER _ -- --- .._ -- _.. �'Rp; TREATMENT 0 -J NTS �. i� e W S • ,`` O N, JAME S T . -a ZONED: M1 -G, - _ ---------- - -- 2' TAPER TOP OF CURB � I, w ' USE: INDUSTRIAL `• 1` ` - c_,-~__--��_..,-.- ^'��--�---.� — -._ EP 5m TAPER -- mr EP s a % '- -" t! 6.50 AC. •• - - _�_ G _ �. -- _ BOTTOM OF CURB ' A % I _ �r — G -- 43-19-2 DATE: 4/12/05 __ W i LENOIR CITY CO. ZONED: M1 USE: VACANT SCALE: 1" = 30' 79.80 AC. 30 15 G 30 60 DESIGNED BY: EJG FILE NO. 3848 '' SCALE: I" = 30' SHEET 5 OF 11 05-23 a TOP OF BERM = 134.50'`NI 43 53 --� W LLI —19 — ,� =� �� HENRY ELECTRIC INC. �' 43-19-49 ZONED: M1 TOAN & ASSOCIATES LC USE: VACANT '/ i2s,64 -� ZONED: M1 Z 132.13'=TOP OF R15ER , ' °° �`�� USE: INDUSTRIAL ,= 2.64 AC. ' a CQ W Q Lo PROPOSED GRADE 132.61 -100 YR. W.S.E. �`'~�•� � ` , 1 2.6 8 AC. � �'00 �-+ 132.26' =10 YR W.S.E. ' x 130.4 �M -_ ' � Q � 132.04' = 2 YR W.S.E. Oil / ,� • Bc co ►, bD I � 48DIAMETER 10° ORIFICEi x °13y .i. `,ter30 23 r�L, .: o� \� \ 132 • / \I � f yOy x /�' 'r' CQ f 11 40 -15 RCP INV. OUT=129.9 CL II io 192 6' � 130.13'=BOTTOM // 131.14 ,� �� "A 1`\ � \\ / / / \ `_ r W � U c a� a � POND 50TTOM ,� _ ..--_ _ ,.ft in FOUNDATION FOOTER lop SECTION VIEW.�= 1NTS 32 SWM !736 y ` \ STRUCTURE o w �,��.' , 732 NTS / 0o ✓ �% x 0 i .+/ /`� / /r , G� III 'a 1.92 ra \ z L) CO 0 E"% � o % ;. \ \ � / / / � / /® ✓'� / / 30 INv 48" CONCRETE 0' FCSA T. \ �� ICJ c 38� ` \ 38 - \CO 5 CO 5 r %\ \ _ _..._._ ......_. o �, / / 13 ,, 31 EP 0 x 133.9' ��°' x '� x / o o `n `• 134.24 / / / p / 35Tc 31 / c'� T 51,1N 10' \ \ \ • O'er; 734 / 731� / / I ro RISERS Obl \ '^� �N; �2 / ' PROP/BUILDING \f iNtr 72812 O / /4r+i� / � ;' 1 \ � \ -- 20,970 S.F. - \ 33EP FF=738.00 TJIl p ccl 1 ` MARK D. SMITH x `13sC� r/` No. 022837 TIC 3-t �\ y 135(T S'ONATC x x -- _ _ J as p ,\ 6 RISERS a 0.ro1 \ \ v� , 1 TC 31 Tc a x x i� l.! tip, �"\ 4 P 35�` 1 43--19-2 LENOIR CITY CO. 35� •PUP 'r 150' - / 18' 1 �l _.._ s__�.r... w- .� , __- X 31EF ZONED: M1 "_ q ✓ 35� 31TC 36� 3 g� 31tc 3 85 3 r 3 1�2Tc 31Tc 36_ 12 Tc USE: VACANT 2.00 AC. W 31A rc c60 / TG CULVERT A > �.' If T -30' RGP MATCH EX. ' �✓� \ 73 GL L00io 1� 31� \ 38T 35TC CL 3 Tc 3 c 31 Tc 31 rC x 13�o Sm p �! 3 31 rc 31 TG rc IASI .. Q '`dam 31Tc f IT x 14 L I � � �_ > 1 �, , r `� 3-3t 31 \ 13102 �� . X TC .03 \ ` 3'1T8 /38 i 82 31 31 ,/ rc ^�� . �r '.\\ \�a �A�� .�. �. X 8 138 31Cl t O/ CIDif :oD Q-, ~ � 20T SA REC BADE EX. DITCH 381 MAINTAIN POSITIVE 31Tc \. �� ? •. 736 FLOW x38Tg x 50 38T5 u u - 38 TB X� CULVERT 5 / -�� ` 15"-�0' RCP r O .J W 0 U 43 -19 - 51 O� �� ®.. m3 ! / 38Tc �= ` - _ _ CL 111 2.33io \ /' lU LENOIR CITY CO. ZONED: USE: INDUSTRIAL _ OF VA. / \ 0 13 �3-t'3S G - Q7/ �� G ` .,, \ 'i3 h, _ __ -` -�.�. - . i38 36 wv / "'I . _ _ -- ;-;1 ---_ i �' 8-- / A IP- W a Q 1.4 /! ��, 3 -� -'C �,� - 41T� 11.96 AC. / / G �� ® '� . �,�`Dt.t 6�, --_ 38Tc 16 _`— --_ - - --- �' 1 �� \ $ 8 Rj�. R.� ,r �- 38Tc - - - - / l i \GD8,_� PG 1 :t3 �_ '1355 39 o I'Vet- VP B 124 ._ - 4 �- - -------- -- _ - - -• +�-^�="..'..'..''-- - —S to �.. w • /� ,�' / 43 —19 —44 G`. _osTvD ss-P�8 & _-- _ - _ _ _ � _w WILSON, JAMES T. `- ' _ c ``�_,r -.0_--_,y�® , 42;��-- ' ZONED: Ml ; G_`''-- i - _ ��` _ _ USE: INDUSTRIAL - - '�"�- � _ �. _ _ ��,�, � / �`� W P 4\�� a ��x / � - - t 6.50 AC. �,� �ti `G— �-`_- -_�_ — ' - _" " --- 7 -w� ---- ------ / �r0la_ 73g „� G --G W-- _ 72 �' aU7 _ J2g6 �•/ lI a ( 43-19-2 -- _- W / If LENOIR CITY CO. DATE: 4/12/05 / I ZONED: M1 y USE: VACANT SCALE: 1" = 30' i 30 15 0 30 ro0 7 9.8 0 AC. J 30 15 0 30 ro0 DESIGNED BY. E1G FILE NO. 3848 SCALE: 1" = 30' - 5C-.ALE. 1 �� - 30 SHEET 6 OF 11 c 05-23L--J �j Lu yZ 43-19-53 HENRY ELECTRIC INC. �' `� 43-19-49 ZONED: M1 TOAN & ASSOCIATES LC Z o USE: VACANT y ZONED: M100 W 0 �° cq c 2.64 AC. 4 USE: INDUSTRIAL 04 a g s 2.63 AC. a' ROO .� o I Lu :,a, 00 cl Q) E-s 44 6 43 19 4`� \ SPAHR METRIC INt�.cri \ \ � o 90 ZONED: M1 \ \ USE. VACANT w c - z 73 >\ % % a � -=�--- 132 I36 w co Lo 00 I ' LT \ /� .F _ \�� cam• 022s37 No C, m b MA.TH � W i � ~ �S�o NAL El ZL TREE PLANTING 5CHEIDULE 423' —19 — 2 \ 0 LENOIR CITY CO. ZONED: Ml USE; VACANT T 2.00 AC. (� CL i'__l- ) ;ift Z 0) Q - o-138 �� w 0 1-+-i `\'� "�'HIGH fo4' - V HIGH--- ---___ l38 .' ' a 'j � U EVERGREEN HEDGE EYER3REEN HEDGE ,'' Q; 736 LL 43-19-51 O� LENOIR CITY CO. Off` V A. ---�_�_'-- • ZONED: M 1 .. �.W .__ 38 ' c G.I�` t w ' INDUSTRIAL � C-►• x ,_ , D eo..�� `___,___ - .� ��---_----- _ - � ______ _ - _ �- 11.9 6 A C . - \ $ 84 Rig► --___ 19 44 D Cam• WILSON, JAMES T.--- ZONED: Ml_ _ USE: INDUSTRIAL a 6.5 0 AC. - DATE: 4/12/05 43-19-2 LENOIR CITY CO. SCALE: 1" = 30' ZONED: MI USE: VACANT DESIGNED BY: EJG i ,,7 �� A C 30 15 O 30 60 i FILE N0. 4 SCALE: 1" = 30' . �� SHEET 7 OF it N TE• THI HEE E R AN®,CAPE P RP EONLY!! 05 23 SYMBOL NO. COMMON NAME HEIGHT CALIPER ® 3 DOGUl00D - 2" 3 SUGAR MAPLE - 2" 4 RED MAPLE - 2" 6 YOSHINO CHERRY - 2" lee, i ) i 135 130 145 - _._ 145 _ _-- -- _ -� 140 I - . _ _ .. _ ... _ 140 PROF'. GRADE I _ . EX. GRADE_ - i I( _ _ 135 _. _._. 45'-15" RCP' I CL III .1.00"0 130 m r1 177 11 - z-. ... _. __.. l 125 0z 0z __. 125 9+50 10+00 10450 11+00 GULYFfRI 11,411 GUL Y EI ,T '1511 10 +50 11400 I I +50 12 +00 12 +5 0 13 +00 13 +50 14 +00 14 +50 PROJECT: Hamill Food STA/STR: CULVERT CULVERT DESIGN FORM FILE: 3848-CULVERT A.XLS DESIGNER 1 DATE: Eric Gottshall 51=005 HYDROLOGICAL DATA METHOD: Rational( Q-CIA) AREA= 1.57 To .10 min. C e 0.40 Intenslty: 1 2 YEAR 4.10 1 10 YEAR = 5.50 1 25 YEAR = 6.40 Of 25 YEAR - 1.10 CULVERT TYPE: ENT. TYPE: NO. OF PIPES = DIAMETER - MANNING'S N- Ke = ELI = ELO=733.22 ELtr a ELsh = L= RCP Ha EUh - FR El- _- 1 1.25 FEET 0.013 0.7 733.61 DESIGN FLOWS! TAI LWATER R.I. EARS FLOW CFS TW 737.05 _ " 737.05 39.00 CULVERT DESCRIPTION: MATERIAL -SHAPE -SIZE -ENTRANCE TOTAL FLOW Q CFS FLOW PER BARREL Q(4 HEADWATER CALCULATIONS CONTROL HW ELEV. APPROX OUTLET VEL. COMMENTS CONTROL OUTLET CONTROL VINLET HMI EL(hl) TW do (dc+D)12 ho Ke H EL(ho) 15' RCP CL III 2 YEAR 2.6 2.602 1.02 734.63 0.65 0.95 0.95 0.7 0AB 734.35 734.63 4.00 I C. 15'RCP CL III 10 YEAR 3.5 3.500 1.25 734.86 0.76 1.01 1.01 0.7 0.33734.56 734.86 4.45 I.C. 15'RCP CL III4.401 1.51 735.12 0.86 1.05 1.05 0.7 0.52 734.79 735.12 4.90 I C. TECHNICAL FOOTNOTES: 1) HWi BASED ON POLYNOMIAL BEST -FIT EQUATIONS FROM THE FHA PUBLICATION 5) ho - TM OR (dc+Dy2 WHICHEVER IS GREATER ENTITLED CALCULATOR DESIGN SERIES a3 2) HWI MAY NOT BE ACCURATE FOR VALUES < 0.50 AND > 4.5D 6) H = (1 + Ke + (29 M2 Q ! R^1.33) V^2 / 2g 7) EL(ho) - ELo + H + ho 3) EL hi) - HWI+ ELi (INVERT OF INLET CONTROL SECTION) 4) TW BASED ON DOWNSTREAM CONTROL OR FLOW DEPTH IN CHANNEL PROJECT: Hamill Food STA / STR: CULVERT CULVERT DESIGN FORM FILE: 3M8-CULVERT S.XLS DESIGNER/DATE: Eric Gottshall 5=1505 HYDROLOGICAL DATA METHOD: Rational (Q--CIA AREA- 1.32 To -10 min. C = 0.40 Intenslly: i 2 YEAR = 4.10 1 10 YEAR = 5.50 125 YEAR a 6.40 C125 YEAR = 1.10 CULVERT TYPE: ENT. TYPE: NO, OF PIPES = DIAMETER = MANNING $ N= Ke = ELI - EL o=736.08 ELsh = L= RCP H>r EL' - O H� t 1.25 _ FEET 0_013 0.7 DESIGN FLOWS! TAILWATER 737AB 6.08r-g- R.I. ARS) IFLOW CFS TW FT 740.50 6oA0 CULVERT DESCRIPTION: MATERIAL -SHAPE -SIZE -ENTRANCE TOTAL FLOW Q CFS FLOW PER BARREL QM HEADWATER CALCULATIONS CONTROLI HW ELEV. APPROX OUTLET VEL. COMMENTS INLET CONTROL OUTLET CONTROL HVrVD HWI EL(hl) TW tic (dc.Dy2 ho Ke H EL(ho) 15' RCP CL III 2 YEAR 2.2 2.20 0.73 0.92 738.40 0.60 0.92 0.92 0.7 0.15 737.18 738.40 3.79 I.C. 15' RCP CL III 10 YEAR 2.9 2.90 0.88 1.10 738.58 0 69 0.97 0.97 0.7 0.27 737.32 738.58 4.15 I.C. 15' RCP CL III 25 YEAR 3.7 3.70 1.05 1.31 738.79 0.79 1.02 1.02 0.7 0.44 737.53 736.79 4.55 I.C. TECHNICAL FOOTNOTES: 1) HWI BASED ON POLYNOMIAL BEST -FIT EQUATIONS FROM THE FHA PUBLICATION 5) ho= TW OR (tic+D)/2 WHICHEVER IS GREATER ENTITLED CALCULATOR DESIGN SERIES N3 6) H = (1 + Ke + (29 M2 Q ! RM .33) V^2 ! 29 2) HWi MAY NOT BE ACCURATE FOR VALUES < 0.513 AND > 4.50 7) EL(ho) =ELo + H + no 3) EL(hl) - HWI + EU (INVERT OF INLET CONTROL SECTION) 4) TW BASED ON DOWNSTREAM CONTROL OR FLOW DEPTH IN CHANNEL 145 140 135 130 125 115 MAXIMUM TAIL WATER CONDITION MINIMUM TAIL WATER CONDITION NTS NTS 3Do 3Do Do d Do J o S o CD Q OUTLET I Min, 3 I Min 3 PIPE OUTLET , DIAMETER La PIPE LO STR PIPE Q IO VEL Channel Channel Tail Crushed Stones Apron length(La) Apron Width(W) N0, Do(inch) (CFS) (FPS) N D(ft) Water Class Type-dia, MIN, (FT) MIN, (FT) A IS 3,5 3,45 0,05 NA MIN, IA d50-6' 10.00 ft I4,50ft B IS 2,9 4,15 0,05 NA MIN, lA d50-6' 10,00 ft I4�50 ft N Ct, � H E' z w � z z � Q a O O z ��o O Cf) E- � a O C/] �r U d > W ` ' w Q w a a � � Q Q w w w w W o o ►n 1n E0 MARK D, SMITH b No, 022837 P� �41.w SSjONAL - . W E-+ a � _ Q E-i O W O � U� I-� W � � O O ccJ E--1 E-H � U1 U� DATE: 4/12/05 SCALE: V:. 1" = 50 L DESIGNED BY: EJG D ( FILE N0. 3848 7 SHEET 8 OF 11 05-23 N Ct, � H E' z w � z z � Q a O O z ��o O Cf) E- � a O C/] �r U d > W ` ' w Q w a a � � Q Q w w w w W o o ►n 1n E0 MARK D, SMITH b No, 022837 P� �41.w SSjONAL - . W E-+ a � _ Q E-i O W O � U� I-� W � � O O ccJ E--1 E-H � U1 U� DATE: 4/12/05 SCALE: V:. 1" = 50 L DESIGNED BY: EJG D ( FILE N0. 3848 7 SHEET 8 OF 11 05-23 E0 MARK D, SMITH b No, 022837 P� �41.w SSjONAL - . W E-+ a � _ Q E-i O W O � U� I-� W � � O O ccJ E--1 E-H � U1 U� DATE: 4/12/05 SCALE: V:. 1" = 50 L DESIGNED BY: EJG D ( FILE N0. 3848 7 SHEET 8 OF 11 05-23 DATE: 4/12/05 SCALE: V:. 1" = 50 L DESIGNED BY: EJG D ( FILE N0. 3848 7 SHEET 8 OF 11 05-23 A:3/1��gZC 1 tis g6 p,C �C ,3393 �� •9� ,\ \ "\9981\ � •`1d �C�vlkb � 1 735.E ,35m'3 ,3dA1 x'\ 73 . �3s 733.53 737355p3 73 Z 1 ,3"1 4A cGliEE RD,__---- n ,3 i ,,G — .boo ��•.�. rile a McGHEE RD. AND PROP. ENTRANCES INTX. DESIGN SPEED LIMIT = 35 MPH 60, R/W 5leHT ID15TANCE FROP I LE McGHEE RD. ENTRANCE WAY TYPICAL HALF SECTION 12' EX. PAVEMENT SECTION MILL 12"xl" 12' — ENTRANCE WA"' PAVEMENT DESIGN SURFACE 1.5" 6M-12.5,4 BASE 3" 5M 25.0 SUBBASE : W 21-5 MUST MEET OR EXCEED EX. Mr -GHEE RD. PVMT. SECTION a z W W Z a Z uj 0 f~ � Z x W W U LO co ,,I- � o cQ c U � C', CO 0 �C',� -nC\l� r- �o O a`n bL U � E- Fx, MA�K D. SMITH No, 022837 61,4 SIGNAL Iff U >K� o � CL (j)� ��4 Z O�w W 0 u ui N A N 10 W � Ao E- or DATE: 4/12/05 1 SCALE: H: 1' V. „ =50 DESIGNED BY: EJG FILE NO. 3848 50 25 O 50 100 O SCALE: 1" = 50' SHEET 9 OF 11 05-23 NOTES: 1. THIS REM NAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB do GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB dt GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER STALL BE CONSTRUCTED PARELLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 4� I 2"R 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE tA ♦EXCEEDED STANDARD CG-7 IS REQUIRED. p D.D. °A D e_ I 2'-0' This area may be concrete The bottom of the curb and gutter may be constructed parallel to the slope of subbase courses provided a minimum depth of 7' is maintained. SPECIFICATION REFERENCECOMBINATION 6" CURB & GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION - - 201.03 I � I (RADIUS TO BE AS SHOWN ON PLANS) V) C ( SIDEWALK 10 :x STREET APPROACH SAME A-1 SLIRFAC94G AS MAINLINE ROADWAY (RADIUS TO BE AS tARADIAL OMBINATI SHOWN ON PLANS) -CURB AND GUTTER (ST' . CG-6) IW W Y OPTIONAL 6" n I FLOW L, EXPANSION JOINT _ o NOTE: WIDTH "B" 2'-0" OR AS MAINLINE ROADWAY SHOWN ON TYPICAL SECTION. ArJ PLAN VIEW 10' PARABOLIC CURVE EDGE OF SHOULDER OR FLOW 8 xMAX' LOPE CHANGE ®,_ _ D --- OPTIONAL LINE D MAINLINE ROADWAY - - - - -- -- - •--" -- --- - -- -- D SLOPE CHMAXANGE - - 5' MIN. 40' MIN. FOR STREET D NN Ti N 0' DESIRABLE FOR COMMERCI ENTRANCE SECTION A - A GUIDELINES FOR GRADE CHANGE D ENTRANCE VOLUME DESIRABLE MAXIMUM HIGH (MORE THAN 1500 VPD) 0 % 3 % MEDIUM (500.1500 VPD) S 3 % 6 % LOW (LESS THAN 500 VPD) 5 6 % 8 % CG-11 4' B Po CLASS A3 •►. '►• .•►• . CONCRETE 1% JOINT SECTION C-C ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. ®WHEN THE ENTRANCE RADNCANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC. THE DEPTH FOR SIDEWALK 6 CURB RAMPS WITHIN THE LIMITS OF THE RADIISHOULD BE INCREASED TO 7". WHEN ST'D. CG-tt IS USED FOR ENTRANCES BUILT W CONJUNCTION WITH VDOT PROJECTS, PLEASE NOTE THE FOLLOWING: XX MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE OMITTED IN THE ENTRANCE.) ®RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7,THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED 70 MATCH THE MOUNTABLE CURB CONFIGURATION. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE USED WITH THIS STANDARD. X PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. OPTIONAL FLOWLWE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE PONDWG OF WATER. SPECIFICATION METHOD OF TREATMENT - REFERENCE CONNECTION FOR STREET INTERSECTIONS Soz AND COMMERCIAL ENTRANCES REV.7/Ol VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 PB-1 INSERTABLE SHEET A151 GENERAL 1. METHOD "A" PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD PC-17ABLES UNLESS OTHERWISE NOTED ON THE PLANS. 2. H HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. 3. b - EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL. CIRCULAR PIPE I. D • OUTSIDE DIAMETER OF PIPE. 2. d - INSIDE DIAMETER OF PIPE. 3. X WIDTH OF CLASS I BACKFLL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. X - 12" WHERE d IS LESS THAN 36". X 18" WHERE d IS 36" AND GREATER. 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 30" AND LESS N DIAMETER WITH HEIGHT OF COVER 15' OR LESS. 5. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS. 6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER SLOT INLET 0-13) OUTLET PIPES INSTALLATIONS. ELLIPTICAL PIPE 1. S, OUTSIDE SPAN DIMENSION OF PIPE. 2. S2 INSIDE SPAN DIMENSION OF PIPE. 3. R OUTSIDE RISE DIMENSION OF PIPE, 4. X WIDTH OF CLASS (BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. X 12" WHERE S2 IS LESS THAN 36". X 18" WHERE S2 IS 36" AND GREATER 5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR LESS AND HEIGHT OF COVER 15' OR LESS. 6, REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR LESS AND HEIGHT OF COVER 15' OR LESS. PIPE ARCH 1. S SPAN DIMENSION OF PIPE. 2. R RISE DIMENSION OF PIPE. 3. 8 SEE PC-1 TABLE FOR APPLICABLE PIPE MATERIAL 4. x WIDTH OF CLASS (BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. x 12" WHERE S2 IS LESS THAN 36". x 18" WHERE S2 IS 36" AND GREATER 5' WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 35" OR LESS AND HEIGHT OF COVER 15' OR LESS. 6- REGULAR BACKFILL MATERIAL. MAY BE USED W LIEU OF CLASS 1 BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35" OR LESS AND HEIGHT OF COVER 15' OR LESS. INSTALLATION OF PIPE CULVERTS AND STORM SEWERS NEW.1/04 GENERAL NOTES 107.00 VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 302 303 NOTES: 1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB k GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARELLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. The bottom of the curb and gutter may be constructed parallel to the slope of subbase courses provided a minimum depth of 7' is maintained. COMBINATION 6" REVERSE CURB & GUTTER INSERTABLE SHEET A59 CG-12 8'-0" 4'-0" A PERMISSIBLE 120 MAX, 48*1 MAX. CONSTRUCTION #5 DOWELS, 8" LONG BACK OF CURB JOINT 4, 0, 0 12" C-C 20= 1 4, m� MIN. i 2'MINSECTION A -A -PERMISSIBLE �1 CONSTRUCTION 8' +� 10:1 JOINT E3 I. MAX B TANGENT PLAN - Y SECTION B-B J TRUNCATED DOMES A 4'SQUARE LANDING A AREA OUTSIDE OF �Y s' TRAVELWAY SHALL (/) a'• BE PROVIDED WITHIN ?� (A THE MARKED N O CROSSWALK AREA Ln 4' MA �U J �� 3 CROSSWALK n n V) C SSWJK M a' TYPICAL PLACEMENT nn TYPICAL PLACEMENT ALTERATIONS AT INTERSECTION II WITHIN CROSSWALK OSSWALK AT INTERSECTION DIAGONAL VARIATION WITHIN CROSSWALK + (WITH BUFFER STRIP) THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW NOTES. CONSTRUCTION, 6 FEET FOR ALTERATIONS. � 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL DIA. SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT W LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED DIA WITH THE APPROVAL OF THE ENGINEER. T DETECTABLE P P 2. THE DE EC ABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED TRUNCATED DOME IF CAST -IN -PLACE OR PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A DETAIL CONTRASTING COLOR WITH 1THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). OR FEDERAL SAFETY W. 3. SLOPING SIDES OF CURB RAMMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE I_A 2�/s" C-C TRUNCATED DOME CONSTRUCTION JOINT WITH REQUIRED BARS. O O 4. IF RAMP FLOOR IS PRECAST„ HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES O O ( O O O O O O O O O 0 CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A•4. O O O O O O O O O O O O O O 5• REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR. MID•DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1/='. } 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 B.CURB/CURB AND CUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT 2/a" C-C o o O O o 0 0 0 0 0 0 0 0 0 0 o FOR CURB/CURD AND GUTTER. O O O O 0 O O O O O O O O O O E`N 7. 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 AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING. PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITH" PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHND VEHICLE STOP LINES. EXISTING LIGHT 0 0 0 0 0 0 0 0 O O O O O O O POLES, FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED. STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED VARIABLE WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS �- 4' MINIMUM. -�+ PERPENDICULAR TO THE CURB. PAY LIMITS 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADUCAINOT ACCOMMODATE THE TURNING DETECTABLE WARNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED SHEET 1 OF 3 DETAIL TO 7". CG-12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCECE REV.1/04 TYPE A (PERPENDICULAR) APPLICATION 105 203.05 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 INSERTABLE SHEET A86 PB-1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL. TOP OF FILL TOP OF FILL = GROUNO LINE H ^ • r - rrrr/i rrrr D•12"UNYId / ( EARTH 0/21�LIE � 4" L 3' I MW. I/10 D BEDDING X tom--D� X MATERIALY2" NORMAL EARTH FOUNDATION GROUND LINE H �- GROUND LINE H r/rrrr r Ir � rrr 1 LF /r EARTH p.12" / d TT D/2 BEDDING I� MATERIAL b If MIN.1/10 0 ->•N X V� -O -->•i X L FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL r rrrrr /art / ROCK OR d / SOIL D/2 ' 3' I D BEDDING MIN. PER PER X �D X MATERIAL I' OF H MIN. 8-, MAX, 24 ROCK FOUNDATION PIE PROJECTION ABOVE GROUND LINE MII _ N. 1.5 x D _ I� MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x 0 FILL 1�N. 1.5 x D _ I _ MIN. 1.5 x D (_M-ITOP OF FILL ^I TOP OF FILL FILL TOP OF =H 14 H _ rrrrr/, rrrrrir - "" /iir/i r rr/ rr /r r//rrr p.12 _ / r GROUND = d riiiir LINE - rr///r - = D/2 r - rir.ii ////i/i r/iii/ = /riri r/rrr rrrrrr = = rrrr//i •rrr /rrrrr ^ - 0•t2 ri r rrr/rr GROUND d r/rrrr LINE _ ////i/r rr//r _ 0/2r rrrrr rrirrrrriirrir ri /irrirrirrrr - = rrrrr/iriiri/ riiirrrrirrir --- D•12" //tilt/rrr rrrrrrrrir = /iririrri r/rr/r//r ::GROUND d - LINE D/2- - ~ EARTH 4' IN. 1/10 D I BEDDING X I-*- 0 �►M x MATERIAL NORMAL EARTH FOUNDATION _ -ROCK OR MIN. 1/10 D UNYIELDING SOIL .i.� X 0 X BEDDING Y2' PER MATERIAL 1" OF " MIN. B'•. ROCK FOUNDATION MAX. 24" i b •• - - „rut-nr-ur-ur--'� IN. i/10 D BEDDING MATERIAL EARTH FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL ®DEDDING MATERIAL IN ACCORDANCE WITH :iECTION 302 OF THE ROAD AND BRIDGE :iPECIFICATIONS. rr, r REGULAR BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE CLASS I BACKFILL MATERIAL INACCORDANCE SPECIFICATIONS. IVITH SECTION 302 OF THE ROAD AND BRIDGE `.iPECIFICATION$. ® EMBANKMENT NOTE: FOR EXTENDED IC PPE. THE LIMITS OF THE LASSHE I ACKFILL MATERIAL. SHALL BE SHEET 10F 4 SPECIFICATION INSTALLATION OF PIPE CULVERTS AND STORM SEWERS REFERENCE CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "A" REV.1/04 302 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 107.01 INSERTABLE SHEET A59 CC-12 CG-2 A 12 i 1 I 48: 1 MAX. RAMP y= BACK OF CUR (SEE TABLE)- 5' MIN.h•- PERMISSIBLE CONST. JOINT 3 20 = 1 . • 8= 1 MAX. •� y1 . . Lill, 0U SECTION A -A TRUNCATED DOMES THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE A EJ SEE SHEET t OF 3 FOR DETAILS CROSSWALK UTILITY STRIP MAY VARY 70 MEET EXISTING FIELD CONDITIONS TANGENT PLAN TYPICAL PLACEMENT AND ROADWAY GEOMETRICS PROVIDING THE DIMINSIONS AND SLOPES ARE AS NOTED. AT INTERSECTION WITH BUFFER STRIP nd _ X 2' MIN AT 2" HIGHER THAN EDGE OF PAVEMENT OP T THIS COMBINED (PARALLEL L PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH O SAME AS TOP OF CURB ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 60" MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. NOTES; 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED F T I WITH THE APPROVAL 0 HE ENGINEER. M 2. THE DETECTABLE WARNING SHALL DE PROVIDED BY TRUNCATED DOMES. TRUNCATED 00 ES TO BE STAMPED IF CAST -IN -PLACE OR PRECAST W TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). OR FEDERAL ROADWAY GRADE IN PERCENT MINIMUM U RAMP LENGTH W FEET. 4" CURB HEIGTH MINIMUM RAMP LENGTH IN FEET. 6" CURB HEIGTH 0 2 4 1 2 5 2 3 5 3 3 6 4 4 8 5 5 1D 6 7 14 7 13 15 8 15 1 15 SAFETY YELLOW. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED M NOLITHI Y WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST N PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4, 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED P CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1Y2'. 6.CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED N PAYMENT FOR CURB/CURB AND GUTTER. 7. 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 AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLL. FIRM AND SLIM RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED. ENTERED AND USED BY PEDESTRIANS. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL. SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. 9. TYPICAL CONCRETE SIDEWALK IS 4" 7HICK. WHEN THE ENTRANCE RADUCANNOT ACCOMMODATE THE TURNING NOTES: THE REQUIRED LENGTH OF A PARALLEL RAMP IS REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. TO 7". CG-12 DETECTABLE WARNING SURFACE f`r" REV.7/04 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 105 203.07 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 0 W W WO LO O C � 00 " N CO U ROMCO arn � CTO ~> x to t\2 Uj >_1 Q) I � UA v U to 0) d t\ U1 U) U) ^ F-, >~ 'N Vr� r , '> W Ui ry ^Y z 0 rHr�� Vl I --I W MARK D, SMITH v b No, 022837 614 `sIONAL w > lid tL W.�E, C0 cc H^1 > 1. H ^ N� Ft p E i -_ t-Z o Q Q _j E- E_ Or2l 0 � H ■n LU � > 0 w � W pO E- DATE: 4/12/05 SCALE: N/A DESIGNED BY: EJG FILE NO. 3848 SHEET 10 OF 11 05-23 SDR 35 spigot SDR 35 spigot by (� general backfill trench width 9 v b asketed Y9 general backfill (see note) •' as required `3�`.- ,� SDR 21 gasketed L q bell 45° bend -- see note 4 bell adapter ( ) ap - - see note 6" dia, schedule 40 steel ' - - - - ---- - - pipe d with concrete _ _ _.= :• O.D. ;::- >tzr:O. D.:;_=m e filled h ..... an painted yellow '. • d pa' d M r. Y _ - r. 7' s c nc ate - - -- - - r: u ,� 2' 4" select backfill 24" selectbackfi 2 se crG •n (see note) (see note) I "' -`%` 1 � k :• itt 18" dia. 3' minimum r finished grade g, 6, concrete SDR 21 gasketed Y� O.D. l O.D. encasement '� t 1/2 O.D. 3' - SDR 35 8 x4" pipe and fittings t concrete pad gasketed bell wye SCH 40 .,� .'• 1'-6" sq. x 6" deep concrete (see note) solvent weld cap ` thrust blockL 6" 6' BOLLARD DETAIL � � ;� oQo VALCO, Inc stone stone y property Fig. No. 71130E A - - --- - line i ___ : } ••• __=__ ��0 "SEWER marked STANDARD CONCRETE ARCH =_ '_`__ =- __ _ _______ ' 18" ENRONdirection of setting to be approved prior to installation general backfill general backfill screwtype of box (see note) see note section — adjustable valve box 36" min. t--- 1 5' concrete pad 1'-6" s . x 6" deep location marker 38' m __ __ __ _ _ ___ _ __ -_ ___ ___cover --- . - --- - - - -- -- location marker -............ - _�O.D.i_: SDR21 w e 8 _ _-`:: — 8 B" _ 8" stone valve megalugged ] sanitary Y stone ------ -- - - - - -'_- to main 2 6" max. - - - - sewer main ....�.�..::::..: �::.: ,.;;:.:: .:...:.. ..- ::::..:....:.:...::.::::��: ✓� men slues —� .. .... � ..., .. „ „ ., ....., ., ., ,..... _ .. _ ... _�.. � SDR 21 .. ["select backfill as note) 6. C 1/2 O.D. 6" CONCRETE CRADLE CONCRETE ENCASEMENT NOTE: To be compacted to 95% of ASTM D698 maximum density. TRENCH & BEDDING Figure 1 METER BOX and COVER METER SIZE METER BOX METER BOX COVER 5/8"x3/4" or 3/4' 18 in. Dia. Non -Traffic 74M32CRG Traffic A32HH-T 1" 241n. Dia. Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) Traffic MC-30 (Frame) WITH RML-12-T (Top ud) Opposite Side select backfill note) treated 2`x 4" with meter box top 6" painted blue and cover sidewalk 5 it 24" ry gw 13 COPPERSETTER meter size Opposite Side Same Side 5/8-x3/4" VBHC72-18WD44-44-B4 VBHC82-10WD-44-44-B4 3/4" VBHC72-18WD-4444-B4 VBHC82-18WD-0144B4 1" VBHC74-15WD-44-44-B4 -N/A- INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to installation. 2. Water service crossing street: a) Encase in 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. b) Install 12 gauge insulated copper wire (for line tracing) from Corp. stop to into the meter box [wrap wire around oorp. stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball valve]. 5/8"x3/4", 3/4" & 1" METER INSTALLATION (4 FOOT COVER) Figure 5 Revised MAR 05 (for valves 12" and larger) Note: this detail is also used for butterfly valves GATE VALVE Figure 7 screw type adjustable valve box 1 — locator marker FIRE HYDRANT ASSEMBLY Figure 8 mechanical joint swivel tee with 6" branch treated 2'k 4" with . top 6" painted green 4" pipe at 2.00% minimum grade Note: If top of main Is greater than 15 ft deep use heavy wall SDR 35 concrete cradle if top of main is greater than 15' deep GRAVITY SEWER SERVICE LATERAL Figure 14 / cast iron cleanut cap with brass scre plug must be from the top the w type adjoustable box as i square concrete skid pad 20"x 20"x 6" deep cast iron cleanout cap with brass plug having a countersunk square head Panella Model PA4SV-CSK (4') SDR 21 - cleanout pipe brick base ' wti=e - L SDR 21 45° bend 6" stone bedding SEWER CLEANOUT Figure 16 Revised MAR 05 a Inc LU W Z 0 z W O LO CD � � C\2 "t O ct3 CO � m Rod3 •r., a O C\J CxA rn W 1~ � N f~ Q) W f-~i �-r O O to to to '� .� _I � N � E-+ 4•, t` N N � W U� cx. F, H MARK D, SMITH No, 022837 `sIONAL W Q E, rrCL U F--i Q � > �W GC Cf) VJ I.-> Ito Q E1 1.4 O o J U1 U LN U �1 to W A O � Q DATE: 4/12/05 SCALE: N/A DESIGNED BY: EJG FILE NO. 3848 SHEET 11 OF 1t 05-23 a E r 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 Tans in no way P P P P PP P Y 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 g 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. g P P (VDOT) P an and all applicable permits must be available at the construction site. Also a 6. An approved set of plans pp p � representative of the developer must be available at all times. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). 8. All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated on the plans and as required at the field inspection. 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conform to VDOT standard SB-1. 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all times. 14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines. 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current standards and specifications of the Frederick County Sanitation Authority. VD0T GENERAL NOTES Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic etc. e b 0 r private public utility companies. It is the signal poles, Junction boxes, controllers,, owned y VDOT o p i / p y p sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activiit VDOT a royal of these lans does not indemnif the develo developer from P P Y PP P Y P this responsibility. P y' V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject g g g Y Y J to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. P Y P V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. LECEND EXISTING INTERMEDIATE CONTOUR EXISTING INDEX CONTOUR `-- ---- 330 PROPOSED CONTOUR 40 EX E/P EXISTING EDGE OF PAVEMENT POOP E/P PROPOSED EDGE OF PAVEMENT EX G EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER PROP G46 GG-b G6-bR - - TRANSITION FROM CG 6 TO CG 6R EXISTING TELEPHONE LINE T PROPOSED TELEPHONE LINE T T EXISTING STORM SEWER �„ EX. 15 RGP �� PROP. 15" RGP PROPOSED STORM SEWER -` EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING ELECTRIC SERVICE P PROPOSED ELECTRIC SERVICE Pv, EXISTING GAS LINE - PROPOSED GAS LINE G G PROPERTY LINE FLOW LINE -► •••- •••-►- •••- •••-►- •••- •••-- FENCELINE X X X * * * X X * EXISTING POWER POLE Q EXISTING TELEPHONE POLE EXISTING WATERLINE W/ TEE PROPOSED WATERLINE W/ TEE Vy T �+ EXISTING FIRE HYDRANT EXISTING WATER VALVE PROPOSED WATER METER m VICINITY MAP SCALE: 1 " = 2000' 0 Z W W Z o W C co 01 a 0 � oo C\, co ao ►� ZCO x to I I °� I o � o W ., aU ,� to7. 0 pa au �!� in � a 4 H `■/ SITE4G r j> ,*�/� I / ,. t �' / �� ° ° �3a �' �,. "' �"`-` , ` _ 'F :. , .1 �, "� , , % �l I �`. r,�f '� �" "+'`�"' �� "'� '' v SHEET INDL,�i v, N (U 0 o w ca COVER SHEET SHEET 1 OF 11 EROSION &SEDIMENT CONTROL PHASE I SHEET 2 OF 11 EROSION & SEDIMENT CONTROL PHASE II SHEET 3 OF 11 EROSION &SEDIMENT CONTROL DETAILS SHEET 4 OF 11 SITE PLAN SHEET 5 OF 11 GRADING PLAN SHEET 6 OF 11 LANDSCAPE PLAN SHEET 7 OF 11 STORM SEWER & WATERLINE PROFILES SHEET 8 OF 11 SIGHT DISTANCE PLAN & PROFILE SHEET 9 OF 11 VDOT DETAILS SHEET 10 OF 11 FCSA DETAILS SHEET 11 OF 11 Z 0 W a w ov 0 z a a W W 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 ctio he contractor shall inform the engineer of an conflicts arising from his e>>istin prior to construction. n T g y g g 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 Public Works Department prior to issuance of grading and/or site development permits. 19. The developer will be responsible for the :relocation of any utilities which is required as a resuic 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 're protected in accordance with state law. In the event gravesites are discovered during construction, the ownr.: 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 Count prior to pavement construction. If a p g Y P P 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. 24. All utilities are to be underground. 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 pres n p p p private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordaance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of an entrances and mailboxes within an dedicated street right-of-way shall meet Y Y g Y VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be P P P• P submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six 36 inches and larger Y- ( ) g shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. EXISTING REDUCER PROPOSED REDUCER 1>; -II- STOP SIGN''``' HANDICAP RAMP (CG-12) _m / DENOTES LOCATION OF STD VDOT CG-12 AND,/OR JUR CV8NA ST DARD P CO R TIO PARKING INDICATOR Al2 INDICATES THE NUMBER OF TYPICAL PARKING SPACES TEST PIT LOCATION ® HANDICAP PARKING VEHICLES PER DAY COUNT 100 PROPOSED BUILDING ENTRANCE EXISTING STREET LIGHT Y PROPOSED STREET NAME SIGN + PROPOSED SANITARY LATERAL CLEANOUT 10STANDARDS SANITARY MANHOLE IDENTIFIER 12 STORM DRAIN STRUCTURE IDENTIFIER O EASEMENT LINE - CENTERLINE - - EXISTING SPOT ELEVATION 12•O + PROPOSED SPOT ELEVATION 115.1 EXISTING TREE LINE S� I �" �' co 5 F Q 00 THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE r„ ANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION TH 0 ''' ARK. D, SMITH � ' d N0. 022837 O�s� ]to L - -- PROJECT INFORM. A TION -- - - - -- SITE LOCATION STONEWALL INDUSTRIAL PARK - �..�: 0. 43-19-54 PARCEL IDENTIFIC "T � 'T � LOT AF_.�A 3.39 AC. DISTURBED A.FA 3.2 AC. CURRENT ZUNING M-1 CURRENT USE VACANT PROPOSED USE WAREHOUSE/OFFICE/WHOLESALE/ACCESSORY RETAIL (NO MORE THAN 15%) SIGNS: ONE PROPOSED. SIGNAGE MUST CONFORM WITH THE OF SECTION 165-30 OF THE FREDERICK COUNTY ZONING ORDINANCE. OUTDOOR LIGHTING: NONE PROPOSED. ANY FUTURE LIGHTING SHALL CONFORM TO SEC. 165-35A OF THE FREDERICK COUNTY ZONING ORDINANCE. ALL OUTDOOR LIGHTING SHALL BE ARRANGED TO DEFLECT GLARE AWAY FROM ADJOINING PROPERTIES AND PUBLIC STREETS. BUILDING HEIGHT: MAXIMUM ALLOWED=60'-O" PROPOSED=23'-O" BUILDING SETBACKS: REQUIRED: FRONT: 75' PROPOSED: FRONT: 77.63' SIDE: 25' SIDE: 139.88' REAR: 25' REAR: 136.50' , PARKING CALCULATIONS F.A.R. CALCULATIONS REQUIRED PARKING: LOT AREA = 147,669 S.F. PROP BUILDING = 20,970 S.F. OFFICE = 1 SPACE PER 250 S.F. WAREHOUSE = 1 PER EMPLOYEECO 20,970 S.F./ 147,669 = 0 14 = F.A.R. = WHOLESALE 1 PER EMPLOYEE RETAIL = 1 SPACE PER 200 S.F. OFFICE AREA = 4,429 S.F./250 S.F. 18 SPACES REQUIRED OPEN SPACE CALCULATIONS 25% OPEN SPACE REQUIRED = WAREHOUSE = 4 EMPLOYEES a 4 SPACES REQUIRED 147,669 S.F. X 0.25 = 36,91 T.� S.F. OPEN SPACE PROVIDED = 79,614.4 SF OR 53% WHOLESALE = 4 EMPLOYEES 4 SPACES REQUIRED ACCESSORY RETAIL AREA = 2,880 S.F./200 S.F. 15 SPACES REQUIRED LANDSCAPE CALCULATIONS TOTAL SPACES REQUIRED = 41 PROPOSED IMPERVIOUS AREA = 17,372 SF TOTAL SPACES PROVIDED = 41 REQUIRED PERIMETER PLANTINGS = 17,372/2000=9 HANDICAP SPACES REQUIRED = 26 TO 50 SPACES REQUIRED INTERIOR PARKING LOT = 5% AND 1 PER 10 SPACES 2 SPACES REQUIRED 41 SPACES 10 = 5 TREES REQUIRED HANDICAP SPACES PROVIDED = 2 / Q TOTAL REQUIRED PLANTINGS = 14 TREES LOADING SPACES=1 SPACE/40,000 S.F. WAREHOUSE TOTAL PROVIDED PLANTINGS = 16 TREES '11,368 S.F./40,000 S.F.=1 SPACE PROVIDED 2 SPACES e VI Y.FCSA M E-+ < U � a � W1 -J F, U) > � � I.. Q � E-4 F--1 w Z Z104 0J W O [-a 0J OD W 4 > O �1 W < O Z W pp 0 Q �I W �. Z 0 O J E--+ CONSTRUCTION NOTES 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com y P 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b) The developer/contractor must: 1. make application and pay deposit 2. mark the tap location. 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. b) The frame and cover shall be set to final grade. c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. d) All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. b) An Application for Service must be made and fees paid before work will begin. 0 WNERS CERTIFICATE The foregoing Site Plan of the land of Harwill Food Service is with the free consent and in accordance with the desires of the undersigned owners, pro erties and trustees if any. 4� �, A ffl� -7A �� APP 0 VAL �' S/�`c -- FR COUNTY ZONI G ADMINISTRATOR DATE *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF PLANNING APPROVAL FIRE MARSHALL S NOTE Fire lane markings and signa e: g An "No Parkin signs and yellow painted curb locations will be installed Y g g Y P by field inspection at the direction of the Fire Marshall's Office. TRIP CENERA TION DATA Project Name: HARWILLFOOD SERVICE Project Number: 3848 CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 130 INDUSTRIAL PARK 1,000 S.F. 20,780 S.F. 6 PER 1,0S.F. OF GROSS FLOOR AREA 125 Magisterial District: STONEWALL Date of Plan: (Month, Day, Year) APRIL 15, 2005 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. * TA EN FROM ITE TRIP GENERATIO 7TH EDITION DATE: 4 12 05 / / Owner: Address, Including Zip Code & Telephone No. g P P 120 LE;NOIR DRIV UTILITY CONTACTS SCALE: N/A 11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio read remotes are required. A D KNOTTS DEVELOPMENT, LLC WINCH]ESTER, VA 22603 (540) 662-1124 Water Frederick Count Sanitation Authority Phone: Verizon Y Y Sewer: P.O. Box 1877 P.O. Box 17398 Winchester, VA. 22604 Baltimore, MD 21297 (540) 868-1061 (301) 954-6282 Power: Allegheny Power Gas: Shenandoah Gas Co. Developer: VALLEY BUILDING SYSTEMS Address, Including Zip Code & Telephone No. 7735 MAIN STREET MIDDLETOWN, VA 22645 (540) 869-7800 DESIGNED BY. EJG HANDICAPPED PARKING NOTE FILE NO. 3848 Engineer Certifying Plan: GREENWAY ENGINEERING Address, Including Zip Code & Telephone No. 151 WINDY HILL LANE WINCHIESTER, VA 22602 (540) 662-4185 P.O. Box 1458 P.O. Box 2400 Hagerstown, MD 21741 Winchester, VA 22604 1-800-654-3317 (540) 869-1111 Virginia Utility Protection Service 1-800-552-7001 SHEET 1 OF 11 Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. 05-23 f I % I f � I I � I f A f J \ J � J `IBIJ4 i 'O/ .. � LIMITS OF CLEARING j / ".2 ' / `� %� _,4ND= RADINCx..r- . % .�3pro,j / r J / / 5T()I2dr:F RFeJIIIRFi SEDIMENT TRAP COMPUTATIONS STnRGr�F PRnvlmFn RE5PON515LE LAND p15iUR5ER NAME: Ralph 5dntmqer5 CERTIFICATION #:139a7 DAME: 5/14/O8 THE RE5PON515LE LAND D15TURBER 15 THE PART"' RE5PON515LE FOR CARRYING OUT THE LANE) F)I5TUR5ING ACTIVITY A5 SET FORTH IN THE PLAN5, LIMITS OF CLEARING AND GRADING EROSION / SEDIMENT CONTROL LEGEND NO. KEY SYMBOL DESCRIPTION 302 G� TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3.05 © X--x —X SILT FENCE 3.01 IP 5TORI-i DRAIN INLET PROTECTION 3.0-1 CULVERT INLET PROTECTION 3.09 ® .�►�►� TEMPORARY DIVER510M DIKE 3.13 5T TEMPORARY SEDIMENT TRAP 3.Ib OUTLET PROTECTION 320 ® ' ROCK CHECK DAM DRAINAGE DIVDE5 CRITICAL 51-OPE - CRITICAL SLOPE: TO BE SEEDED, MULCHED AND TACKED WITHIN 14 DAY5 AFTER START OF EiRADiNG, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START STORMWATER CALCULATIONS PRE -DEVELOPMENT CONTRIBUTING DA = i3 AC. Tc = 30 MIN. C = 0.31 Q(2) = 54,03 CFS 000) = 10.33 CFa a z cc W W z f� z lit o tn CD C\2 CO I a I C\2 cc) a � ` nA I rn � 1 Z r� W W r� U 0�� LO an a LO m In � ;. 't�N U^` 0 W ✓1 W co O \ a E� Q ,TH OF cf )v MARK D, .SMITH No, 022837 w `SIGNAL i � W { zii3 O �' AREA TO ST #I ` CC A = 2.eS AC. W a, E, r Z; OFF -SITE AREA O Q, s A = 033 AG. LL�Ii DD LIMITS OF CLEARING z AND GRADING ' O tl Cr- . -may — r '\ 110 � -- W , `gym'' ,' ,, ,�"�,,� • �, Y�:�• ___ �,.� G _ - ` 1/— f — ---- - --- DATE: 4/12/05 ff=wm6p6p NMI NOTE: THIS SHEET FOR PHASE I EROSION AND SEDIMENT CONTROL AND DRAINAGE DIVIDES OILY!!! TRAP" DRAINAGE AREA WET cu. YD. DRY CU. YD. WET CU. YD. DRY CU. YD. OUTLET HEIGHT STORAGE DEPTH STORAGE= DIMEN51CN WEIR LENGTH TOP WIDTH BERM HEIGHT TOP OF WEIR 1 2.99 AC 200 200 201 203 1.5, 4' 5Ox32 18' 2.5' 2.5' 134.1 2 0.12 AC 48 48 48 51 1.5, 4' 30x12 0 2.5' 2.5' 134.5 SCALE: 1" = 30' DESIGNED BY': EJG FILE NO. 3848 SHEET 2 OF 11 05-23 STORMWATER CALCULATIONS PRE -DEVELOPMENT CONTRIBUTING DA = 7: Tr- = 30 MIN. C=031 Q(2) = 54.83 GFS Q(10) = 18.33 CFS POST -DEVELOPMENT BYPASS DA = 10.4ro �\ Tr- = 30 MIN. C = 031 \. Q(2) = 52.92 CFS QC 10) = 15.60 GFS POST -DEVELOPMENT TO POND DA = 2.54 \ \ Tc = 11 MIN. \ \� C - 0.11 \ Q(2) = 6.38 GFS Ql 10) = 8.61 CPS \ c\\ TOTAL POST -DEVELOPMENT RUNOFF Q(2) = 54.11 CFS 000) = -71.82 CFS _ \ CA NOTE: THIS SHEET i 0/00* '0001� .f r 134- / / y LIMITS OF"GLEAT?INC� / IA�/,I kt'! ' 3 132 __ 736 f 134 I / / r A 1�/ / �LERI IA G"D ING s If1 r.- i LAJ IF Ai �'dop do '�- % SITE AREA �� A = 61.0 AC. / � ' ` D UNp :G-�-�W� --G---_W--- 4✓ -- „� j jl I f I cj y j TOTAL. 5YPA55 n m r 0 �l AREA TO POND A = 2.54 AC. 4 /1 ro CULVERT A A=0.25 AC.r / OF 138 '1�— LIMITS OF CLEARING AND GRADING LIMITS OF CLEARING AND GRADING,, TO CULVERT B A-1.32 AC. FOR PHASE II EROSION AND SEDIMENT CONTROL AND DRAINAGE DIVIDES ONLY!!! a z W W Z z W o ,n to c\l 0 d aCD �(D, .ca a •ao C\2 CO c\j CO `o U tao I Z "> x Lo� c cc y, a�i a) I o a� LU A U� lo ti0 Lo '� N �+ \� rl W W co w I < f�7 MARK Dr SMITH � No 022837 0 kSjONAL W �U OJX > � � U 4-� O a cf) Zz b Q0 � E- U O j E LL ui <4 z 0 W R1 � W Lo W I. Z A O E--i � Q DATE: 4/12/05 1 SCALE: 1" = 30' DESIGNED BY: EJG FILE NO. 3848 SHEET 3 OF 11 05-23 TEMPORAR Y SEDIMENT TRAP HARWILL FOOD SERVICE - STONEWALL INDUSTRIAL PARK STONE CONSTRUCTION ENTRANCE EROSION AND SEDIMENT CONTROL I VI VARIABLE I NARRATIVE �o wN. EnsnNc ORIGINAL VARIABLE' I DESCRIPTION: THE PURPOSE OF TH15 PROJECT 15 THE CONSTRUCTION EROSION CONTROL MATS SHALL BE INSTALLED OVER STEEP PA4£MENr� GROUND OF A WHOLESALE/OFFICE BUILDING IN THE STONEWALL INDUSTRIAL (2:1) CUT AND FILLS SLOPE WHICH HAVE BEEN BROUGHT TO W A J 5:1 ELEV. 1.0• PARK THE 51TE 15 LOCATED AT THE INTERSECTION OF McGHEE RD 4 FINAL GRADE AND SEEDED TO PROTECT FROM RILL AND GULLY W LAKESVILLE CIRCLE. THE 51TE CONSISTS OF THE CONSTRUCTION OF A EROSION, FILTER CLOTH MOUNTABLE BfRN 67 CU. YD,/ACRE a VARIABLE 20,910 5F BUILDING, 1.11 ACRES OF PAVED PARKING AREAS, AND Z (oPnoNAL) N MANAGEMENT STRATEGIES: SIDE ELEVATION ASSOCIATED UTILITIES ON 3.39 ACRES. A TOTAL OF APPROXIMATELY 32 ACRES WILL BE D15TRUBED DURING CONSTRUCTION. £X/SRNG GROUND 67 CU. YD./ACRE CONSTRUCTION SHALL BE 5E61UENCED SUCH THAT GRADING 70' y,,y, (EXCAVATED) ,' MAX. DATE OF CONSTRUCTION: CONSTRUCTION WILL BEGIN FOLLOWING PLAN OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE. FILTER CLOTH ORIGINAL C\2 to' AlIN. GROUND APPROVAL AND WILL TAKE APPROXIMATELY FOUR (4) MONTHS TO W B wASHRACX \ ELEv. THE SITE SUPERINTENDENT SHALL BE RESPON51BLE FOR THE m CO (ASHRA K COMPLETE. 01 .-i "SEE PLATE 3.13-1 COARSE AGGREGATE CUASS I RIPRAP INSTALLATION AND MAINTENANCE OF ALL EROSION AND C\2 It EXISTING 51TE CONDITIONS: THE PROPOSED SITE 15 GENERALLY SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE 0, I o f0 """ MEASURES THROUGHOUT THE PROJECT IS CRITICAL TO THE (0 CC�2 . 12' YIN. DaSRNG LOCATED ALONG THE TOP OF AN EASTERLY RIDGE. MOST OF THE 51TE co .,.. c0 ciD PAI�E'MDJr CROSS SECTION OF OUTLET IS COVERED WITH OPEN GRASSED AREAS WITH THE REMAINDER BEING EEFFECTIVENESS OF THE PROGIZ4M. a I Q, 1 HARDWOODS. THE SITE IS DIVIDED INTO GENERALLY TWO DRAINAGE > � C\2 AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE AREAS SLOPING AT AN AVERAGE OF 2.Ira TO THE EAST. x `r' v°or ff POSITIVE ORAlNAGf 10 41N. CLASS I RIPRAP CONTROL5 SHALL BE CLEANED UP AND REMOVED. W z COURSE AGGREGATE I�-1t7 SEDIMENT FEET)a) Q1 g LENGTH (IN = I � PUPPING DEVICE 6 X DRAINAGE AREA, ELECTRIC POWER, TELEPHONE:, STORM, SANITARY, WATER 4 GAS � 00 a) • MUST SNG�AND FULL I �- / (IN AC.) 501L5: THE EXISTING 501L CONDITIONS WERE OBTAINED FROM THE SUPPLY TRENCHES ARE TO B11 COMPACTED, SEEDED AND W PLAN VIEW ��- DIVERSION USDA SOILS SURVEY. THE PREDOMINANT SOIL ON THE SITE 15 OPERATION S �- / / DIKE FREDERICK-POPLIMENTO LOAM (145) AND HAS A MODERATE ER05ION MULCHED WITHIN FIVE (5) DAYS AFTER BACKFILL(NG. NO MORE a? x _�_ THAN 500 FEET ARE TO BE OPEN AT ANY ONE TIME. lk!r2 u1N J" MfN. / HAZARD. ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED ADJACENT AREAS: THE SITE 15 BOUNDED ON THE NORTH BY McGHEE J• uIN. �- �- �--�� WITHIN FIVE (5) DAYS OF COMPLETION OF GRADING. o C4 M F RD. ON THE EAST BY LAKESVILLE CIRCLE, ON THE SOUTH BY A 36,000 SF FILTER CLOTH WAREHOUSE AND ON THE WEST BY UNDEVELOPED M-I ZONED PROPERTY. DRAINAGE 5WALES SHALL BE STABILIZED WITH CHECK DAMS � � o SECTION A -A �� ° > B 7 1 / /, UNTIL VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH 2i •� > r J / _� OFF6ITE AREAS: THERE ARE NO OFF5ITE DISTURBANCES ASSOCIATED TIME THE CHECK DAMS SHALL BE REMOVED. sj w S / / COARSE AGGREGATE•• / / WITH THIS DEVELOPMENT. ' EXCAVA/ DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND TED FILTER CLOTH MEASURES: UNLE55 OTHERWISE SEDIMENT CONTROLS. ADDITIONAL CONTROL MEA5URE5 MAY BE �.'.:• AREA � -�� EROSION AND SEDIMENT CONTROL MEASUINDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT NECESSARY DUE TO CONTRACTOR PHASING OR OTHER CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED UNFORESEEN CONDITIONS. IT IS THE CONTRACTOR'S "COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO TH05E REINFORCED CONCRETE DRAIN SPACE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK SHOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND SECTION B-B OUTLET (PERSPECTIVE VIEW) STRUCTURAL MEASURES: CONTAIN SEDIMENT ON SITE. ALL MEASURES SHALL BE Z SOURCE. ADAPTED/ram 1983 Maryland Standards for Soll erosion and Sediment Control, and Va. DSWC Plate 3.02-1 SOURCE: VA. DSWC PLATE. 3.13-2 INSTALLED ACCORDING TO THE 5TANDARD5 ANDSPEECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT PHASE I: CONTROL HANDBOOK INSTALL TEMPORARY CONSTRUCTION ENTRANCE WITH WASH RACK CULVERT INLET TEMPORARY DIVERSION DIKE TABLE 3.32-C MAINTENANCE PROGRAM: w SITE SPECIFIC PERMANENT SEEDING MIXTURES 13.02) AT ENTRANCE TO THE SITE ON McGHEE ROAD TO MINIMIZE MUD � CARRIED ONTO ROADWAY. PROTECTION FOR APPALACHIAN/MOUNTAIN AREA SITE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE Total Lbs. 51TE SUPERINTENDENT OR HIS REPRESENTATIVE AND WITHIN 24 Minimum Care Lawn Per Acre TEMPORARY DIVERSION DIKES (3.09) SHALL BE INSTALL AS SHOWN ON HOURS AFTER ANY STORM EVENT GREATER THAN 0.5 INCHES EN°WALL THE PLANS TO DIVERT SEDIMENT -LADEN RUNOFF TO THE SEDIMENT OF RAIN PER 24-HOUR PERIOD. ANY DAMAGED STRUCTURAL - Commercial or Residential 200-250 lbs. TRAPPING STRUCTURES. MEA5URE5 ARE TO BE REPAIRED BY THE END OF THE DAY. - Kentucky 31 or Turf -Type Tall Fescue 90-100% SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE - Improved Perennial Ryegrass * 0-10% TWO TEMPORARY SEDIMENT TRAPS (3.13) AS SHOWN ON PLAN SHALL THAT A GOOD STAND OF GRASS 15 MAINTAINED. ALL AREAS TOE OF FILL C - Kentucky Bluegrass 0-10% BE CONSTRUCTED AS A PHASE 1 CONTROL MEASURES PRIOR TO SHALL BE FERTILIZED AND RESEEDED A5 NEEDED UNTIL GRA55 W High -Maintenance Lawn CLEARING THE SITE. IT SHALL DETAIN RUNOFF LONG ENOUGH TO 15 ESTABLISHED. Ei ALLOW THE MAJORITY OF SEDIMENT TO SETTLE OUT PRIOR TO Minimum of three (3) up to five (5) varieties of LEAVING THE SITE. TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO Q bluegrass from approved list for use in Virginia. 125 lbs. MAINTAIN 50 % TRAP EFFICIENCY AND DISPOSED OF BY TEMPORARY SEEDING (331) ANp/OR PERMANENT SEEDING (332) SPREADING ON SITE. General Slope (3:1 or less) 'TH SHALL BE PLACED ON ALL CRITICAL 5LOPE5 (3:1 OR GREATER) AND INLET PROTECTION SHALL BE CHECKED REGULARLY FOR - Kentucky 31 Fescue 128 lbs. AS NEEDED TO STABILIZE DISTURBED AREAS. SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET 15 CLOGGED BY ° - Red Top Grass 2 lbs. T L.L Compacted Sou - Seasonal Nurse Crop** 20 lbs. PHASE II: SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED f� 150 lbs IMMEDIATELY. A K R ITH FENCE ° DISTANCE IS UM IF FLOW 18 min. Low -Maintenance Slope (Steeper than 3:1) ALL CONTROLS IN TALLIED THE CONTRACTOR 15 RESPON.�IBLE FOR KEEPING EXISTING D IN PHASE I TO REMAIN FOR THE DURATION N , 022837 FlW oes IS TOWARD EM y OF THE PROJECT. 0 LI rU j 1 - Kentuck 31 Fescue 108 lbs. PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE, CONDITION �6 FLow _- _ I I I I I I I -Red Top Grass 2 Ibs. CULVERT INLET PROTECTION [DEVICES (3.08) SHALL BE PLACED ON AT ALL TIMES. I�I(11111 - Seasonal Nurse Crop** 20 lbs. INLETS TO STORM SEWER CULVERTS TO PREVENT SEDIMENT FROM `SIGNAL * II =1 OEM - Crownvetch *** 20 lbs. ENTERING, ACCUMULATING IN AND BEING TRANSFERRED BY THE EROSION AND SEDIMENT CONTROL PROGRAM: STONE COMBINATION 4.5' min. � 150 lbs CULVERT. * Perennial Ryegrass will germinate faster and at lower soil I. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES temperatures than fescue, thereby providing cover and erosion OUTLET PROTECTION (3.18) SHALL BE PLACED ON THE OUTLETS OF ONLY (PHASE I SEDIMENT TR,4P5, DIVERSION DIKES, 5EDIMENT resistance for seedbed. ALL STORM SEWER PIPES AND CULVERTS TO REDUCE EROSION, BASIN, AND NOTED STORM SEWER). UNDERCUTTING AND VELOCITIES. 2. PLACEMENT OF SEDIMENT CONTROL DEVICES. W ** Use seasonal nurse crop in accordance with seeding dates as 3. OBTAIN INSPECTOR'S APPROVAL PRIOR TO BEGINNING ? stated below: FILL SLOPE SURFACE SHALL BE LEFT IN A ROUGHENED CONDITION TO h GRADING OPERATIONS. FLOW March April through May 15th Annual Rye REDUCE EROSION. CONTRACTOR SHALL REDIRECT THE CONCENTRATED E-•I z.s 4. CLEAR AND GRUB REMAINDER OF SITE. May 16th through August 15th Foxtail Millet FLOW AWAY FROM THE FILL SLOPE BY INSTALLING: DIVERSION DIKE August 16th through Sept.,Oct. Annual Rye AND DIVERT THE RUNOFF TO SEDIMENT TRAPS OR SEDIMENT BASINS. 5. ROUGH GRADE SITE. November through February Winter Rye 6. INSTALL DRAINAGE DEVICES WITH SEDIMENT CONTROL. TEMPORARY SEEDING (331) ANp/OR PERMANENT SEEDING (332) 1. FINAL GRADING. 'VDOT p3, #357, #5, #56 OR #57 COARSE AGGREGATE CLASS I RIPRAP 8. RESTORATION AND STABILIZATION OF DISTURBED AREAS. *** SHALL BE PLACED ON ALL CRITICAL SLOPES 13:1 OR GREATER) AND �C TO REPLACE SILT FENCE IN ' HORSESHOE ' WHEN If Flotpea is used, increase to 30 lbs./acre. All legume seed 9. REMOVE EROSION AND SEDIMENT CONTROL MEASURES WITH HIGH VELOCITY OF FLOW IS EXPECTED must be properly inoculated. Weeping Lovegross may also be AS NEEDED TO STABILIZE DISTURBED AREAS. ,. < U P P Y P� 9 9 Y THE APPROVAL OF THE INSPECTOR � � included in any slope or low-maintance mixtures during warmer CL SOURCE: VA. DSWC PLATE 3.09-1 seeding periods; add 10-20 lbs/acre in mixes. VEGETATIVE MEASURES: .1 SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 NOTE: THE FREDERICK COUNTY PUBLIC WORKS AN[) PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED ENGINEERING DEPARTMENT RETAIN THE RIGHT TO ADID AND/OR <C H > MODIFY THESE EROSION AND SEDIMENT CONTROL MEA5URE5 TO DENUDED AREAS WITHIN SEVEN (1) DAYS AFTER FINAL GRADE 15 E'' �C PIPE OUTLET CONDITIONS R 0 CK CHECK DAM REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL DURING THE CONSTRUCTION PROCESS, WITHIN REASON, W ENSURE ADEQUATE PROTECTION TO THE PUBLIC AND THE W _ Q E � A A TABLE 3.31-B STABILIZATION SHALL BE APPLIED WITHIN SEVEN (1) DAYS TO ENVIRONMENT. 3 E DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL L] ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. SEEDING SCHEDULE (SOIL STABILIZATION): O �� O 2 ACRES OR LESS OF DRAINAGE AREA: PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS � Q _J U ado "QUICK REFERENCE FOR ALL REGIONS" THAT ARE TO BE LEFT DORMANT FOR MORE THAN 51X (6) MONTHS. 1. ALL PERMANENT SEEDING SHALL BE IN ACCORDANCE WITH O do SECTION 332 OF THE VE5CH. PIPE OUTLET TO FLAT 6 TOPSOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH 2, SPREAD TOPSOIL AT A MINIMUM DEPTH OF FOUR (4) ~' U AREA WITH NO DEFINED 3INCHES. SILT FENCE ANp PROTECTED BY MULCH ANp/OR TEMPORARY UJ 2E ~ PLAN VIEW CHANNEL FILTER CLOTH Rate VEGETATION IMMEDIATELY AFTER GRADING. 3. INCORPORATE PULVERIZED AGRICULTURAL LIMESTONE INTO EI W (OPTIONAL) THE TOPSOIL AT A RATE OF 92 L55. PER 1,000 SQUARE FEET H- ,- Q Planting Dates Species (lbs./acre) (DOWNSTREAM VIEW) ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS (2 TONS PER ACRE). W 0) 1.4 W L a ARE TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY 4. FERTILIZE WITH 10-10-10 FEF2TILIZER AT A RATE OF 23 VDOT #1 MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE L55 PER 1,000 SQUARE FEET (1,000 LBS PER ACRE). Q U) W 0 x COARSE AGGREGATE Sept. 1 - Feb. 15 50/50 Mix of COVER WITHIN FIVE (5) DAYS AFTER CONSTRUCTION 5. SEED ALL AREAS WITH A 5^ED MIX CONSISTING OF (o1 io W �71 d KENTUCKY 31 TALL FESCUE AND 33 ro RED TOP CLOVER _ Annual Ryegrass � C) O FLOW ? 3' (Lolium multi-florum) 6. MULCH ALL SEEDED AREAS WITH STRAW MULCH APPLIED EI SECTION A -A FILTER CLOTH KEY IN 6•-a'; RECONYENDED FOR ENTIRE PERDJ=R & 50 - 100 AT A RATE OF 3,500 L55 PER ACRE ANCHORED WITH CUTBACK U� Cereal (Winter) Rye OR EMULSIFIED ASPHALT APPLIED AT A RATE OF 200 GALLONS Q A PER ACRE. (Seca) cereale) O A 3do (MIN.) 2-10 ACRES OF DRAINAGE AREA: DUST CONTROL: Feb. 16 - Apr. 30 Anual Ryegrass 60 - 100 I. TEMPORARY 5EEDING SHALT.. BE APPLIED TO ALL DISTURBED AREAS do I (Loliium multi-florum) SUBJECT TO LITTLE ON NOCON5TRUCTION TRAFFIC. W � 6„ 2. ALL HAUL ROAD AND OTHER HEAVY TRAFFIC ROUTES SHALL BE PIPE OUTLET TO WELL SPRINKLED WITH WATER UNTIL THE SURFACE 15 WET AND REPEATED DEFINED CHANNEL 3' May 1 - Aug. 31 German Millet 50 A PLAN VIEW FILTER CLOTH NEEDED TO CONTROL DUST 1 L a (OPTIONAL) (Setaria italica) Note: DATE: 4/12 05 (DOWNSTREAM VIEW) All construction of storm water ponds and drainage structures shall be 0 _ certified by a professional enalneer. As -built drawings with a sealed letter d VDOT #1 of approval from the certifying engineer shall be submitted to the SCALE: N/A _ COARSE AGGREGATE Seeding Frederick County Department of Public Works upon the completion of the SECTION A -A FILTER CLOTH KEY IN 6"-9-; RECOIBENDED FOR ENTIRE PERIICErEu project. DESIGNED BY: EdG NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION FLOW ? j 3' BASKET, OR CONCRETE. Seed shall be evenly applied with a broadcast seeder, drill, FILE N0. 3848 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED cultipacker seeder or hydroseeder. Small grains shall be USING PLATES 3.18-3 AND 3.18-4planted no more than one inch deep. Grasses and legumes 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT SHEET 4 OF 11 LESS THAN 8 INCHES. CLASS 1 RIPRAP Shall be planted with no less than 1/4" soil cover. 05-23 Source: Va. DSWC Plate 3.18-1 PLATE 3.20-1 ONS(TE TYPICAL PAVEMENT SECTION NOT TO SCALE PARKING STALLS ONLY 2" SM-125A SURFACE COURSE 6" SUBBASE VDOT STD. 21A, TYPE 1 7T Li L i COMPACTED BU5GRADE (COMPACTED TO 9590 DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VIM -I METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF b. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. Dt-pvmt3 ON51TE TYFICAL PAVEMENT SECTION NOT TO SCALE — 15" 311-125A 5UWACE COURSE 3" BM-25 BASE COURSE 8" SUBBASE VDOT STD. 21A, TYPE 1 COMPACTED SU5GRADE (COMPACTED TO S59a DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 6. SOIL TEST OF THE 51.15GRADE MUST 51.15MITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. Ct-pvmt3 43-19-53 HENRY ELECTRIC INC. ZONED: M1 y USE: VACANT r` 2.64 AC. �~ o' 43-19-49 TOAN & ASSOCIATES LC ZONED: M1 USE: INDUSTRIAL 2.68 AC. 43-19-47 G1l1 \ ` SPAHR METRIC INC. dip "e, \ \o ZONED. M1 r 4 \ \ USE: VACANT rr / g=50.00 O EX, STM. 40'-15" RCP DRNC. EMI fT. \ \ \ \ %% ,� � � 4j,4 Q , len/ CL III 1.92% - ' \� \c\ .' ��O �/ / p� �� .---45" CONCRETE . \'fib/oo',�,�4� RISER LOT 5 \\NN u7.. O �� / 20' WATER LINE ESMT. 3.39 ACRES o r 150 r (1 ip c� SHOWROOM � % 24.m' TYP (L/ \ \ �•`a r J { ?(� ,� PROP. 3'_ / \ 1 -, CURB CUT / u PROP. BUILDING 98" ADS ROOF DRAIN ~. / � ih EX. 20' 64N. o SEW. ESMT. \ { o SIGN \ EX 10' D RNC , 4 UTILITY ESMT. 10'x10' — OVERHEAD DOOR --}- 20-0' _ FF=738.00 Q- d MAIN m } ENTRANCE _�-pT1� Z cQ cn p WAREHOUSE U O PROP. Flo�. HC �jOFFICE p 0 -12�' V-F; ARK SIGNS `r OVERHEAD I_ ACCESSORY RETAIL Ih A (_. _L DOOR — I� CULVERT "A" L111�1.00io�1�- sue_ (o" FIRE LINE P RKINc ASSEMBLY AREA NOTES FOR INSIDE FIRE PF:OTECTION 1. THE FIRE SERVICE SHALL BE METERED AND SHALL HAVE A DOUBLE CHECK BACKFLOW PREVENTION ASSEMBLY. 2. FCSA SHALL REVIEW THE MECHANICAL DRAWINGS CONTAINING THE FIRE SERVICE METER AND BACKFLOW PREVENTION DEVICE, AND APPROVE THE DESIGN AND MATERIALS. 3. REFER TO FCSA CONSTRUCTION NOTES 10 AND 11. 4. FOR MATERIAL REQUIREMENTS REFER TO FCSA STANDARDS AND SPECIFICATIONS - 5ECTION 2, PART 2, PARAGRAPHS i AND 8. RIGHT OF WAY NOTE I. BOTH LAKESVILLE CIRCLE AND THE PORTION OF MCGHEE RD. i WEST OF LAKE5VILLE CIRCLE ARE DEDICATED STATE RIGHT OF WAYS (DB 042 PG 1124 4 DI3 865 PG 8671). EASEMENT NOTE I. ALL EXISTING EASEMENTS HAVE BEEN RECORDED UNDER INT5T. a 040001386. S 1861 STORAGE NOTE ---7�J 7Ze OUTDOOR STORAGE 15 PROHIBITED IN THE LOADING AREA. 136.50' PROP. EP 45' TYFD A RECESSED DUMPS TER �10'x5' - 5EE13ETAIL �"I'EdLSL8�-1ET LOADING AREA FA 8" ADS ROOF DRAIN DAD ING AREA 10' 2' HIGH CONC. BARRIER v LOADING DOCK (o' HIGH BOARD ON ELEVATION BOARD FENCE 2' HIGH CONC. BARRIER LOADING DOCK �n 6' HIGH BOARD ON PLAN VIEW BOARD FENCE RECESSED DUMP5TER DETAIL NT5 EX. lug' DRNC.t. UTILITY ESMT. i Y U q co +- cn 'v m I`� �7 c� z W IL (L `n cp z 11.50' 43--19-2 LENOIR CITY CO. ZONED: M1 USE: VACANT 2.010 AC. STANDARD TYPICAL SECTION FOR { ;;1 ' fi{ ��,. r �'' ��' \\ \ - R C'G I ENTRANCES, TURN LANES AND TAPER % / `' � � F,� 3 �\\ � PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF B. SOIL TEST / �' `� / 8' \� OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED j / / / � 'tie= ''�-(� O ✓ iii ti ~ \\\ 1 PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. L °. S \ �� _.�, � "` y E� �� \ 20' WATER LINE ESMT. 4%b. ��,`\�2�' MIN. 25,�ARK/ �-� OSra 43 —19 — 51 I {{ j �c\�. �� cG,6: j~ \ TAP k3Y FCSA N� S>�r8�c� STr LENOIR CITY CO. OF VA. a{ \� — -- ! W- ' 30.0 CG-I1 ZONED � �' r �' M1 t, -- EX &AN. USE. INDUSTRIAL { �� 11.96 AC . { j �� G � �� DB e �° Rig - i T ' 10; b��C 4 - _ - _ = .- . _ - - _ RD `cOB 8e pG 1124 ? E GCS (o _ •�--- - { / S S p --� Lir sMr_ CULVERT nBu R=1440. 00 :ram...- ..�t� _ w_ _ { 43 —19 —44 _ rED S 0 8g7 & - m'- P L=5092 ' --- -- { 6 5" RC . I - . 2TAPER { 1l - pE -_CL II I a 233io _ °' , p ND TREATMENT _ ---- --------- C� { ,' WILSON, JAMES T. ZONED: M1 'G_ - c 1-- 50' TAPER --I USE: INDUSTRIAL - - �%`— c j 6.50 AC --- - —. 43-19-2 W{ LENOIR CITY CO. If m ZONED: M1 { USE: VACANT I '79.80 AC. ji 30 15 O 30 60 { SCALE: I" = 30' t 0 Z W W z z W 0 o CD C\2 co It ti~ Q O c>3 0 c"' U B: a 'no c° 0 I z _l �7 � o I co W x to � W � Q) � ( a) I a� 0 It 0 ba L�Ln Z, o� w. 0 0 a z z z WIH E- OW W J (n U U z �' u (D u CO , U z z WW x 04 z a a a w a a r4 w W a Q w 5 5 I: �� w U) w c() a W a W o o '� o o Ln H \ \ , dCO M Q � 1-1 Lo In CD r- cc �O f. MARK D, SMITH Nei, 022837 W IONAII U CC E, C �C Q _ _ � E- O �, U� � ci w Q �tow (j O Q� DATE: 4/12/05 SCALE: 1" = 30' DESIGNED BY: EJG FILE NO. 3848 SHEET 5 OF 11 05-23 x /� 00 /\ / h 134-24 \\fie, /1VV 1N734.82 INS, o�r728.12 72,8 x 134.1 IN \ � x 1352GIN 0(0 /A, f IK- �G �� ..c. MATCH EX. (O.rJ' O x 136210 op f � yo 'v, NJ % NJ ul CO i /A cc) Il I l 43-19-44 WILSON, JAMES T. cl ZONED: M1 USE: INDUSTRIAL I �(� 6.50 AC. W41lq As i fr i c f � I f, a z 1i1 W Z Z Wo tn CO >m Q / y W >, / W � 0, LoE- a) o N N � w rn 0,0 Top v .- _ --- - ,-------- ---- - - -- g —G- /Nv 1N� 720.86 - OUTZ 729.7g 43-19-2 LENOIR CITY CO. ZONED: M1 USE: VACANT 79.80 AC. � H w v) w o w � z O ° CO o � W w a a 04 A a a C � a 0 CD A Lo L MARK D. SMITH No, 022837 SIGNAL l, (:& > le W Q N U W J E-i c Q O� W Q0 -J LL �ci)�4 0 J � I. W I. Z O Q DATE: 4/12/05 SCALE: 1" = 30' I z O U. DESIGNED BY: EJG FILE NO. 3848 SHEET 6 OF 11 05-23 a z rc W W Z Z LY 0 >"C a U� co ov z x W W 0 U I U) E- z w 0 0 z� z 0 z z W a tx � w a Q w U) 5 w W 0 h --, 00 Q � 03 0 U IN txD m 'tc\12 0 c\2 U E- fs, m U) $-1 (U 0 r4 0 w U) 8 MARK D, SMITH 9 No.022837 W 0��` 0', A _ l 0NAL LJ (L E-, X W j co W O dd W T� V1 O LL z LO W 0 O DATE: 4/12/05 1 SCALE: 1" = 30' DESIGNED BY: EJG L N0. SCALE: I" = 30' 3848 NOTE: T EI ISHEE4 SHEET 7 OF 11 FOR LANDE.' APE 05 23 135 115 MEEO 9+50 14E RE 135 130 I I i PROP. GRADE - _. EX. GRADE_. CL III 9 1.00 a (dl r It 145 140 135 130 125 1�:..__ __�_ __ _0 z __0 z_ _ _- -- 125 9+50 10+00 10+50 G U L Y E F I 11411 "145 145 GULVEfRT ''51I PROJECT: Harwill Food STA/STR: CULVERT CULVERT DESIGN FORM FILE: 3846-CULVERT A.XLS DESIGNER/DATE: Eric Gottshall SI2f2005 HYDROLOGICAL DATA METHOD: Rational(Q-CIA) AREA= 1.57 To .10 min. C e 0.40 Intensity; 12 YEAR - 4.10 1 10 YEAR = 5.50 1 25 YEAR. 6.40 Cf 25 YEAR - 1.10 CULVERT TYPE: ENT. TYPE: NO. OF PIPES - DIAMETER a MANNING'S N- Ke = EU = ELo=733.22 ELtr a ELSh = L- RCP Lash - H� T� _ 1 1.25 FEET 0.013 0.7 733.61 DESIGN FLOWS I TAILWATER R.I. EARS FLOW CFS) TW 737.058-- 1© 737.05 39.00 L pal CULVERT DESCRIPTION: MATERIAL -SHAPE -SIZE -ENTRANCE TOTAL FLOW Q CFS FLOW PER BARREL Q(J HEADWATER CALCULATIONS CONTROL HW ELEV. APPROX OUTLET VEL. COMMENTS INLET CONTROL I OUTLET CONTROL HWVD HWI EL(hi) TW do (dc+D)/2 ho Ke H EL(ho) 15' RCP CL 111 2 YEARI 2.6 2.60 0.82 1.02 734.63 0.65 0.95 0.95 0.7 0.18 734.35 734.63 4.00 I.C. 15` RCP CL 111 10 YEARI 3.5 3.50 1.00 125 734.86 0.76 1.01 1.01 0.7 0.33 734.66 734.86 4.45 I.C. 15' RCP CL III 25 YEARI 4.4 4.40 1.21 1.51 735.121 0.86 1.05 1.051 0.71 0.52 734.79 735.12 4.90 I.C. TECHNICAL FOOTNOTES: 1) HWi BASED ON POLYNOMIAL BEST -FIT EQUATIONS FROM THE FHA PUBLICATION 5) ho = TW OR (dc+D)P2 WHICHEVER IS GREATER ENTITLED CALCULATOR DESIGN SERIES 03 6) H - (I + Ke + (29 M2 L) / RA1.33) VA2 / 2g 2) HWI MAY NOT BE ACCURATE FOR VALUES < 0.513 AND > 4.51) 7) EL(ho) - ELo + H + ho 3) EL(hi) - HWi+ ELi (INVERT OF INLET CONTROL SECTION) 4) TW BASED ON DOWNSTREAM CONTROL OR FLOW DEPTH IN CHANNEL PROJECT: Hamill Food STA/STR: CULVERT CULVERT DESIGN FORM FILE: 3848-CULVERT B.XLS DESIGNER DATE Eric Gottshall 512/2005 HYDROLOGICAL DATA METHOD: Rational (O=C[A) AREA. 1.32 To .10 min. C = 0.40 Intensity: i 2 YEAR = 4.10 1 10 YEAR a 5.50 1215 YEAR - 6.40 Cf 25 YEAR = 1.10 CULVERT TYPE: ENT. TYPE:+ NO. OF PIPES - DIAMETER = MANNING'S N- EU a ELo, =736.08 ELh-740.50 ELsh= L= RCP Ha - O iT Ha g- 1 1.25 FEET 0_013 DESIGN FLOWS /TAILWATER 737.48 R.I.(YEARS) FLOW CFS TW FT 740.50 r' 60.00 CULVERT DESCRIPTION: MATERIAL -SHAPE -SIZE -ENTRANCE TOTAL FLOW Q CFS FLOW PER BARREL QM HEADWATER CALCULATIONS CONTROLI HW ELEV. APPROX OUTLET VEL. COMMENTS INLET CONTROL OUTLET CONTROL HWIID HWI EL(hl) TW do (dc+DV2 ho Ke H EL(ho) 15' RCP CL III 2 YEAR 2.2 2.20 0.73 0.92 738.40 0.60 0.92 0.92 0.7 0.15 737.18 738.40 3.79 I.C. 15' RCP CL III 10 YEAR 2.9 2.90 0.68 1.10 738.58 0.69 0.97 0.97 2.71 0.27 737.32 738.56 4.15 I.C. 15' RCP CL 111 25 YEAR 3.7 3.70 1.05 1.31 738.79 0.79 1.02 1.02 0.7 0.44 737.53 738.79 4.55 I.C. TECHNICAL FOOTNOTES: 1)14WI BASED ON POLYNOMIAL BEST -FIT EQUATIONS FROM THE FHA PUBLICATION 5) ho = TW OR (dc+D)/2 WHICHEVER IS GREATER ENTITLED CALCULATOR DESIGN SERIES #3 6) H = (1 + Ke + (29 M2 L) / RA1.33) V12 / 29 2) HWi MAY NOT BE ACCURATE FOR VALUES < 0.51) AND > 4.51) 7) EL(ho) = ELo + H + ho 3) EL(hl) = HWI + EU (INVERT OF INLET CONTROL SECTION) 4) TW BASED ON DOWNSTREAM CONTROL OR FLOW DEPTH IN CHANNEL 10+00 10+50 I I +00 I I +50 12 +00 12 +50 13 +00 13 +50 14+00 14+50 145 140 135 130 125 120 Cl) 015 E-0 to MAXIMUM TAIL WATER CONDITION MINIMUM TAIL WATER CONDITION NTS NTS 3Do 3Do Do d o Do a J 5 O 2 O OUTLET 1 Min, 3 I Min, 3 PIPE OUTLET DIAMETER La PIPE DIAMETER La STIR NO. PIPE Do(inch) Q IO (CFS) VEL (FPS) Channel N Channel D(ft) Tail Water Crushed Stones Apron length(La) MIN, (FT) Apron Width(W) MIN. (FT) Class Type-dia. A IS 3,5 3,45 0,05 NA MIN, IA d50-6' 10,00 ft I4,50ft B IS 23 4.15 0.05 NA MIN, IA d50-6' 10.00 ft 14.50 ft W W W Q L` to f/1 •N N-� criCO Cz, E- w � z z � a O O > Z � U O Q Co H d � H e� O C0 W w v W W x w w w � a Q Q w w W w W o 0 �1 LO LO cD � MARK D. SMITH � b No,022-837 � SSIONAL 145 �U W I1111� U O q�, W Li E- o DATE: 4/12/05 110 SCALE: H: 1;; = 50' V. 1 = 5' DESIGNED BY: EJG FILE N0. 3848 WATERLINE SHEET 8 OF 11 05-23 4S� g6 9bg� 3� \ � •�9981\ '•1: � % 94 197Q l 134.13 mac, 735. \ 13bID9 134Dy x 19 �•�3D19\� 194: x 73 \ \`38 733,49 �73 734.72Vt 734,621' INV 7101 131ID1 r� 19a�i / D `� K5� y�+ !,� ,; � �'/ �� ` �` \ SSE• �� e ter' 7 I J yt j 193• � / / � r \gym, 4 � \ ,,� �i / .,F 134• (` ` \ \ ?�? / ' 141k4 l j ,46 dI ,/44.13-.1S4.44 �—_ 3sa� sr�rar orsr�l�� 141 --------------- 131,24 "."^•ter. 140 Rjj�J _ Sl GREE Ci't�lO �j� • �� 131i'm / AVOW!," 9IDJ�" •.^•'" � V �+ 336;c�211D1 r-P 19136 10�0 -'A-'13--�`W� i�i s- �• U - . $O 3 McGHEE RD. AND PROP. ENTRANCES INTX. DE51GN SPEED LIMIT = 35 MPH ro0' R/W 5 leHT F)15TANCE Ff; OCF I L F tN I HANC:t WAY TYPICAL HALF SECTION 2ro 12' 12' EX. PAVEMENT ENTRANCE WAY SECTION MILL 12"xl" TO MATCH EX. PVMT TIE IN JOINT CROSS SLOPE (-2.083io) C-2.083go) ---------------- BITUMINOUS CONCRETE BASE R � aw f PAVEMENT DESIGN SURI=ACE : 1.5" 5M-12.5A BASE : 3" BM 25.0 SUBBASE 5" 21-5 MUST MEET OR EXCEED EX. McriHEE RD. PVMT. SECTION 50 25 O 50 100 O SCALE: 1" = 50' a z W W z z WCV o ,n (.0 c\l00 01 I Q Z �' 'tc\jc x LoCv� W� �Lo ED E-+ C=. rn N Q� ✓1 y o W (j) G W Lo N Q CD MA K D, SMITH No, 022837 SIGNAL U >Id CCE � CL o aW4c U)> cl) C� F. � 0 � �4 o 0 �E0 U. - w � A Q L w tF �-, � A o E- Q DATE: 4/12/05 SCALE: H: i„ _50' DESIGNED BY: EJG FILE NO. 3848 SHEET 9 OF 11 05-23 2'R This area may be concrete NOTES: 1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB k GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB 6c GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARELLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-7 IS REQUIRED. 1 " e. . p d e The bottom of the curb and gutter may be constructed parallel to the slope of subbase courses provided a minimum depth of 7' is maintained. REFEREANCON COMBINATION 6" CURB & G U TT E R 105 5oz VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 4 (RADIUS TO BE AS I oW I SHOWN ON PLANS) N C SIDEWALK ® ' xx STREET APPROACH SAME A-1 SURFACING AS MAINLINE ROADWAY - ---- i o_ EXPANSION JOINT to I0 NOTE, WIDTH "B" 2'-0" OR AS SHOWN ON TYPICAL SECTION. A-j I (RADIUS TO BE AS 4' B •OMBINATI SHOWN ON PLAINS) D CUTTER CLASS AS \ • i. • • ►• , • ►• , OPTIONAL 6" CONCRETE ' FLOW LINE EXPANSION JOINT SECTION C-C MAINLINE ROADWAY PLAN VIEW 10' PARABOLIC CURVE F SHOULDER R 8 x MAX. EDGE 0 S Ot11DL 0 LOPE CHANCE ® O _ OPTIONAL FLOW LINE -.- -.-- -- -� D MAINLINE ROADWAY - - - - - -- - - - -- -- -- 8 MAX D SLOPE CHANCE �� 5'MN. 40'tAN.FOR STREET D NN TI N 0' DESIRABLE FOR COMMERCI ENTRANCE SECTION A - A GUIDELINES FOR GRADE CHANGE D ENTRANCE VOLUME DESIRABLE MAXIMUM HIGH (MORE THAN 150D VPD) D S 3 % MEDIUM (500.1500 VPD) S 3 X 6 % LOW (LESS THAN 500 VPD) S 6 X 8 % CG-11 CG-12 PERMISSIBLE A CONSTRUCTION Y4, OINT I of ?� I MII ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. ®WHEN THE ENTRANCE RADIICANNOT ACCOMMODATE THE TURNING REODUREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, THE DEPTH FOR SIDEWALK 6 CURB RAMPS WITHIN THE LIMITS OF THE RADIISHOULD BE INCREASED 0 T 7•' WHEN ST'D. CG-11 IS USED FOR ENTRANCES BUILT W CONJUNCTION WITH VOOT PROJECTS, PLEASE NOTE THE FOLLOWING* iKX MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE OMITTED IN THE ENTRANCE.) ®RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7.THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED 70 MATCH THE MOUNTABLE CURB CONFIGURATION. SEE STANDARD CC-12 FOR CURB RAMP DESIGN TO BE USED WITH THIS STANDARD. * PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. OPTIONAL FLOWLWE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE PONDWG OF WATER. SPECIFICATION FERENCEE REFERENCE METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES REV.7/Ot VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 PS-1 INSERTABLE SHEET A151 GENERAL 1. METHOD "A' PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE APPLICABLE HEIGHT OF COVER RANGE NOTED W THE STANDARD PC-1 TABLES UNLESS OTHERWISE NOTED ON THE PLANS. 2. H • HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. 3. b - EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL. CIRCULAR PIPE 1. D • OUTSIDE DIAMETER OF PIPE. 2. d - INSIDE DIAMETER OF PIPE. 3. X • WIDTH OF CLASS 1 BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. X - 12" WHERE d IS LESS THAN 36". X • 18" WHERE d IS 35" AND GREATER. 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 30" AND LESS N DIAMETER WITH HEIGHT OF COVER 15' OR LESS. 5. REGULAR BACKFILL MATERIAL MAY BE USED W LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS. 6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER SLOT INLET (01-13) OUTLET PIPES INSTALLATIONS. ELLIPTICAL PIPE 1. S, - OUTSIDE SPAN DIMENSION OF PIPE. 2. S2 • INSIDE SPAN DIMENSION OF PIPE. 3. R OUTSIDE RISE DIMENSION OF PIPE. 4. X WIDTH OF CLASS IBACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. X • 12" WHERE S2 IS LESS THAN 36". X 18" WHERE S2 15 36" AND GREATER 5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR LESS AND HEIGHT OF COVER 15' OR LESS. 6. REGULAR BACKFILL MATERIAL MAY BE USED N LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR LESS AND HEIGHT OF COVER 15' OR LESS. PIPE ARCH 1. S SPAN DIMENSION OF PIPE. 2. R RISE DIMENSION OF PIPE. 3. B SEE PC-) TABLE FOR APPLICABLE PIPE MATERIAL 4. x WIDTH OF CLASS IBACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. x • 12" WHERE S2 IS LESS THAN 36". x IS" WHERE S2 IS 36" AND GREATER S. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 35" OR LESS AND HEIGHT OF COVER 15' OR LESS. 6• REGULAR BACKFILL MATERIAL MAY BE USED W LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35" OR LESS AND HEIGHT OF COVER 15' OR LESS. INSTALLATION OF PIPE CULVERTS AND STORM SEWERS NEW.1/04 GENERAL NOTES 107.00 VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION fumta 302 303 10: NOTES: 1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB k GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARELLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. The bottom of the curb and gutter may be constructed parallel to the slope of subbase courses provided a minimum depth of 7" is maintained. COMBINATION 6" REVERSE CURB & GUTTER INSERTABLE SHEET A59 8"0.' 4'-0" 45 DOWELS, 8" LONG BACK OF CURB 12ot MAX. 48.1 MAX. 0 12" C•C 2011 z 2'MIN.-j SECTION A -A -PERMISSIBLE ZN � CONSTRUCTION JOINT - B TANGENT PLAN Y •SECTION B-B \--TRUNCATED DOMES A 4'SOUARE LANDING AREA OUTSIDE OF Y A 3 TRAVELWAY SHALL =� V) e. BE PROVIDED WITHIN ?� THE MARKED to r kN �", O �U CROSSWALK AREA to =0 J U - CROSS. < IK C SSWA�K 4 ') TYPICAL PLACEMENT w n Al TFRATInNS AT INTERSECTION � II TYPICAL PLACEMENT C-C WITHIN CROSSWALK GKUJJVVALK Ail ITV I CR JCV 1 IVIV DIAGONAL VARIATION WITHIN CROSSWALK + (WITH BUFFER STRIP) THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. NOTES: %F _-T/s" CIA. 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL•-r-I SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED %g" CIA WITH THE APPROVAL OF THE ENGINEER. TRUNCATED DOME 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST -IN -PLACE OR PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING C WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). OR FEDERAL DETAIL ,LOR SAFETY 3 BBE PPSOURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CUWBiTH DON 2)/e" C C TRUNCATED DOME CSLOPING ONSTRUC ,O)OI REQUIRED O O 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES O O < O O O O 0 O O 0 0 0 CAN BE CAST W PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. O 0 0 (> 0 O 0 0 0 0 O 0 O 0 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED 1'CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1/Z'. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6. CURB/CURB MIND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED N PAYMENT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 p o FOR CURB/CURB AND GUTTER. O O O O 0 O O O O O O O O O O it 7. 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 AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY 0 0 0 0 0 O O O 0 0 0 0 0 0 0 OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS 0 0 O 0 0 0 O 0 0 0 00 0 O 0 DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS. DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED. 0 0 0 0 0 0 0 0 O O 0 0 0 00 STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BE APPROACHED, ENT EIRED AND USED BY PEDESTRIANS. VARIABLE - 4'MINIMUM. �^{ � 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. I PAY LIMITS DETECTABLE WARNING g, TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADUCANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED IF 3 DETAIL TO 7". CG-12 DETECTABLE WARNING SURFACE $EFERENIOH REFERENCE TYPE A (PERPENDICULAR) APPLICATION Sot VIRGINIA DEPARTMENT OF TRANSPORTATION INSERTABLE SHEET A86 PB-1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL: TOP OF FULL -- GROUNO LINE H `- r/r/rrr _'I � „// rrr I)t-'• D•12.1 EARTH d 0/2 L� t' 4" L GROUND LINE H '-- GROUND LINE H 1�r%%� // EARTH 0,12" / •'I d D/2 J 1 BEDDING I rrr/ rrr � rTROCK OR 0.12" / // UNYIELDING d SOIL � ' 0/2 Lip MATERIAL 3 1-J b MIN. 1/10 0 I I BEDDING X ha--0� X MATERIAL NORMAL EARTH FOUNDATION MIN, 1/10 D I.- 1 ->�I X MBEDDING ATTERIAL V PER X t.-0 1' OF H MIN.B", Max.24 ROCK FOUNDATION MIN. 1/10 D j- X �0 - 10-1 X L I I� -T�JI FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL PIE PROJECTION ABOVE GROUND LINE MII _ N. 1.5 x D -lE MIN, 1.5 x MIN. 1.5 x 0 NW. 1.5 z D FILL I_ MIN. 1.5 x D MIN. 1.5 x D ('�� TOP OF FILL r T TOP OF FILL �- TOP OF =H H H _ rrr/ir, /rrrrrr - rrrrrr rrrii rrrr rrrrrr _ //ir/ir /iirr/ -- r/r//i /rim D•t2"- / /// / GROUND - d LINE D/2 r - rr/rrrr rri.ri riirr rrrrrr = rrr rrrrrr _ //r // ,, /rr/// D-12" GROUND / / rrrrrr d rrr/rr LINE = rrirrririi/r/i rrrrrr/rrr/rir rrr/rrr/i/rr/ /i/rrrrrr//ir /rrrr/i///i rrrrrrrrrrr 0.12" r/rrrrrr/r rrirrrrrrr = ///rrrrrr r/rr/rrrr ::GROUND d - LINE D/2- I EARTH 4„ MIN.1/10 0 I I BEDDING X I•�-D �►t X MATERIAL NORMAL EARTH FOUNDATION ,� I '*-ROCK OR MIN. 1/10 D UNYIELDING SOIL !n!7x �- BEDDING I/2PER MATERIAL '" OF H MIN..8", ROCK FOUNDATION MAX24" i - - rv,rul-uru-, r-••'-: MIN. 1/10 U BEDDING MATERIAL EARTH FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL ®NIEDDING MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. rrrrr REGULAR BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE CLASS I BACKFILL MATERIAL IN ACCORDANCE SPECIFICATIONS. 1VITH SECTION 302 OF THE ROAD AND BRIDGE :iPECIFICATIONS. ® EMBANKMENT NOTE: EXTENDED TOP2EATHELIMITSCLASS SHE PIPEACKFILL MATERIAL SHALL BE OOPTHE SHEET IOF 4 SKCIFICAIW INSTALLATION OF PIPE CULVERTS AND STORM SEWERS UEKN RFFEREHCE CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "A" REV. 1/04 302 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 107.01 INSERTABLE SHEET A59 CO-12 A ( '1 I RAMP 1 Y= BACK OF CURB 12 48: 1 MAX. (SEE TABLET S' MW.i�- PERMISSIBLE CONST. ; 20 1 48: 1 MAX. JOINT N '• •` y 6„ N U� •' 2' MIN. L SECTION A -A I TRUNCATED DOMES THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE A •rC- SEE SHEET 1 OF 3 FOR DETAILS CROSSWALK LITILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS TANGENT PLAN TYPICAL PLACEMENT AND ROADWAY GEOMETRICS PROVIDING THE DIWNSIONS AND SLOPES ARE AS NOTED. AT INTERSECTION WITH BUFFER STRIP CG-2 2' MIN' AT X 2" HIGHER THAN EDGE OF PAVEMENT AT THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WTOP SAME AS I H ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 60" MIN, TOP OF CURB DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE, NOTES: 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH W THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL F THE ENGINEER. 0 ALL 0 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST-N-PLACE OR PRECAST W TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). OR FEDERAL ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET, 4" CURB HEIGTH MINIMUM RAMP LENGTH W FEET, 6" CURB HEIGTH 0 2 4 1 2 5 2 3 5 3 3 6 4 4 8 5 5 10 6 7 14 7 13 15 8 15 1 15 SAFETY YELLOW. FLOOR R Y SING PERMISSIBLE S PING TOE OF CURB RAMP MAY BE POURED NONOLtTHICALLY WITH RAMP L00 0 B U S 3 CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. S. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED 1'CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER IY2'. 6.CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER. 7. 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 AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STAI.F. FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. B.RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT ACCOMMODATE THE TURNING NOTES: THE REQUIRED LENGTH OF A PARALLEL RAMP IS REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE, TO 7". CG-12 DETECTABLE WARNING SURFACE �`�aEFfNir�"KETIDH REV.7/04 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 105 3.07 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 20 a z W W z z W Q CD C\2 Q) (>3 x W W U to to.�'" .-I to 00 d' I 0 C\2 00 U Q0 ttt� 411 O to � I � O FU, lizi to §a U � E-+ [x, ^ t` IZI in ^ ;-, rr0) N 1i-4 Q) ✓1 y w rn Gti u 45 C) MARK D, SMITH v No, 022837 6S-101 11 U I� It E-1 cr L U W �_ E-i H 0 co D 0 I� w 0_,w o � w IUl Q p J c a � 90 ♦� N r' E- DATE: 4/12/05 SCALE: N/A DESIGNED BY: EJG FILE NO. 3848 SHEET 10 OF it 05-23 SDR 35 spigot SDR 35 spigot b general backfill tconcrete ench width v b gasketed y R general backfill "`' `J (see note) / (see note) s required v bell _...._...._ ::_e=:::_ :-: _:s_•::_F_:- -;_ar_r: q ;i see no Bend -- - — -...........- - - - - 6" dia. schedule 40 steel I dconcrete e fi le with 3' _-• - and painted yellow , Y - - - concrete -- - - T - s. �a 1 II224 select backfi II 24" se act backfinote) (see note)cast iron cleanout cap w th brass plug must be 8" from the top of the screw type adjustable box 18" dia.minimumfinished grade concreteSDR 21 gasketed O.D. O.D. encasement - I1/2 O.D. concrete pad 'SDR 35 bel pipe and fittingsSCH 40J square concrete skid pad 1' 6" sq. x 6"deep solvent 20"x 20'k 8" deep gasketed bell wye (see note) �• ..a thrust block weld cap BOLLARD DETAIL u' VALCO, Inc cast iron cleanout cap with brass Q plug having a countersunk square �— stone `` stone y property ��1: - Fig. No. 711308 head Panella Model PA4SV-CSK (4') • . "=_ _ � line with lid marked „SEWER' STANDARD CONCRETE ARCH -- - -- - - - --= SDR 21 - cleanout pipe 4" stone -------=-- -__ - _ -- P P 4direction of setting to be approved prior to installation general backfill general backfill screw type bottom section ,—(see not + (see note) adjustable valve box 36" min. of box brick base -- - - - - - as required co cret red 6" d n er 1 6"s .x ee a� _ --..............- - - - --- - - --- - 4 q P 36" min. e location marker n = cover i location marker I O:D:.:Y:tr]' SDR21 wye 8^ — _ _ _ _ - e" 8" = -- - g" stone valve megalugged-fit' _..SDR 21 451bend sanitary -- - - - - - -- arY stone o°o°o°o°o°o°`o°°o°o :::;a:::... ................. s;; i :- 2�, min. - 6" max. 000,o,e,00.,o,00aoo, •.,'r .s,; to main sewer man 9 9 —1 � ... � o a o 0 0 0 0 o e o 0 o a o .�. , .- ..,:-w: `r � SDR 21 .. I" select backfill 24" select backfill ee note) (see note) g O.D. 6„ 1/2O.D. 6" concrete CONCRETE CRADLE CONCRETE ENCASEMENT NOTE: To be compacted to 95% of ASTM D698 maximum density. TRENCH & BEDDING Figure 1 METER BOX and COVER METER SIZE METER BOX METER BOX COVER 5/8'k3/4" or 3/4' 18 in. Dia. Non -Traffic 74M32CRG Traffic A32HH-T 1" 24 in. Dia. Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) Opposite Side meter box top 6" painted blue and cover valk 5 It 24" 0// surrounding box i. — ■ // I�IIq:�i1U111 � \� \�C ' ■ ■ i COPPERSETTER COPPERSETTER meter size Opposite Side Same Side 5/8'k3/4" VBHC72-18WD-44-44-B4 VBHC82-10WD-44-41 B4 3/4" VBHC72-18WD-44-44B4 VBHC82-18WD-44-44B4 V. VBH074-15WD-44-44-B4 -N/A- INSTALLATION NOTES:: 1. Exact location of meter box assembly to be approved prior to installation. 2. Water service crossing street: a) Encase in 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. b) Install 12 gauge insulated copper wire (for line tracing) from corp. stop to into the meter box [wrap wire around core. stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball valve]. 5/8"x3/4", 3/4" & 1" METER INSTALLATION (4 FOOT COVER) Figure 5 Revised MAR 05 (for valves 12" and larger) Note: this detail is also used for butterfly valves GATE VALVE Figure 7 screw type adjustable valve box I v� r N —locator marker FIRE HYDRANT ASSEMBLY Figure 6 mechanical joint swivel tee with 6" branch treated 2'x 4" with . top 6" painted green 4" pipe at 2.00% minimum grade Note: If top of main Is greater than 15 ft deep use heavy wall SDR 35 concrete cradle ittop of main is greater than 15' deep GRAVITY SEWER SERVICE LATERAL Figure 14 6" stone bedding SEWER CL°ANOUT Figure 16 Revised MAR 05 W W W0 OCD � 03 � - N Cd � CO C) cg . 1.4 COLO t30 ~ �rn� '' CV M t(j W '� U � tll i W ato u Ln (1)a y fx, // THTE� V1 1--1 MARK D, SMITH No.022837 SIGNAL W O CL W� �—, CC ^� H E- a o- o LL Ur L 4.1 0 W Q �T-, � W A O E- Mr DATE: 4/12/05 SCALE: N/A DESIGNED BY: EJG FILE NO. 3848 SHEET 11 OF 11 05-23