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Home My WebLink About04-04 Stonewall Industrial Park - Office - Warehouse -Gainesboro - BackfileGENERAL NOTES 1. Methods and materials used in the construction of the improvements herein shall conform to the current County construction standards and specifications and/or current VDOT standards and specifications. 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, must be provided prior to issuance of the site development permit. The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment Control Handbook. 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation (VDOT) and Frederick County prior to construction in existing State right-of-way. 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a representative of the developer must be available at all times. 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). 8. All unsuitable material shall be removed from the construction limits of the roadway before placing; embankment. 9. All pavement sections on the approved plans are minimum sections to be utilized when the actual California Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed for actual determination of required pavement thickness prior to placement. All final pavement and base course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and Secondary Roads in Virginia", and shall be based on a sufficient number of CBR tests to determine the true support values of the soils in the subgrade. Final pavement design shall be submitted during construction and prior to placement. 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated on the plans and as required at the field inspection. 11. All springs shall be capped and piped to the nearest storm sewer manholes or. curb inlet. The pipe shall be minimum 6" diameter and conform to VDOT standard SB-1. 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to enter -rig public streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all times. 14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines. 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction. 17. The developer will be responsible for any damage to the existing streets and utilities which occoxs 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 con p i.aies must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site development permits. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be .p 'u".ected 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 Er1-i_ Bering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. 22, Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has been prepared, it should supersede the requirements in this note. 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. UTILITY CONTA CTS Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co. P.O. Box 1877 P.O. Box 2400 Winchester, VA. 22604 Winchester, VA 22604 (540) 868-1061 (540) 869-1111 Power: Allegheny Power Phone: VERIZON P.O. Box 1458 P.O. Box 17398 Hagerstown, MD 21741 Baltimore, MD 21297 1-800-654-3317 (301) 954-6282 MISS UTILITY 1-800-552-7001 FIRE MARSHAL'S NOTE Fire lane markings and signage: Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall's Office. FIRE FLOW DATA: HYD# STATIC PRESSURE _ RESIDUAL PRESSURE _ AVAILABLE FLOW = SOURCE: DATE: - FIRE FLOW DATA: HYD# STATIC PRESSURE _ RESIDUAL PRESSURE _ AVAILABLE FLOW = SOURCE: DATE: HANDICAPPED PARKING NOTE Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. VDOT GENERAL NOTES Vl. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall be govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration and VOSH Rules and Regulations. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and Bridge Specifications, Section 104.04-C. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility company. It is the sole responsibility of the developer to locate and identify utility facilities or items, which may be in conflict with the proposed construction activity. VDOT approval of these plans does not relieve the developer of this responsibility. V5. Design features relating to field construction, regulations„ and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision will be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. V9. The contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance in accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Department of Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures for proper installation and deficiencies immediately after each rainfall, at lest daily during prolonged rainfall, and weekly when no rainfall event occurs. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. Vll. All water and sewer lines within existing or proposed VDiOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities. V12. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project which will be accepted by VDOT and that testing shall be conducted according to all applicable VDOT standards. V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector, density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shell meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be installed by the developer or at VDOT's discretion, by VDOT on an account receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on. VDOT's approved list. A copy of this list may be obtained from the District Material Section. Contact the local VDOT Residency Office with any questions regarding sign material and placement. V18. The developer must provide to the local VDOT office a list of all material sources prior to construction. Copies of all invoices for materials within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. Density will be determined using the density control strip as specified in VDOT's Road and Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In additions to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road and Bridge Specifications -Section 315. Density will be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. Approval of these plans shall expire three (3) years from the date of the approval letter. V22. Final location of CG-12 Curb Ramps shall be determined by VDOT inspector. FCSA CONSTRUCTION NOTES 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY. 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. 5. 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. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES. C. 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 IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY WILL INSTALL THE METER. D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED. 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A REMOTE READOUT IS REQUIRED. 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. A REMOTE READOUT IS REQUIRED. LEGEND EXISTING INTERMEDIATE CONTOUR 33 EXISTING INDEX CONTOUR 350 PROPOSED CONTOUR 40 EX E/P EXISTING EDGE OF PAVEMENT PROP E/P PROPOSED EDGE OF PAVEMENT EX GS6 EXISTING CURB AND GUTTER PROP C&G PROPOSED CURB AND GUTTER G6-6R TRANSITION FROM CG-6 TO CG-6R EXISTING TELEPHONE LINE PROPOSED TELEPHONE LINE T T. EX. 15" RGP EXISTING STORM SEWER PROP. 15" RGP PROPOSED STORM SEWER -. EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING ELECTRIC SERVICE PROPOSED ELECTRIC SERVICE EXISTING GAS LINE 5 PROPOSED GAS LINE Ci PROPERTY LINE FLOW LINE ...- ... ....... _. ... _ ... FENCELINE X--- EXISTING POWER POLE (� EXISTING TELEPHONE POLE EXISTING WATERLINE W/ TEE �i---� PROPOSED WATERLINE W/ TEE V !Ti EXISTING FIRE HYDRANT EXISTING WATER VALVE PROPOSED WATER METER EXISTING REDUCER PROPOSED REDUCER STOP SIGN 6 HANDICAP RAMP (CG-12) CCDEEN1O22TES LOCATION [[OFDDIICCSTTTIID NVDD,,OT STANDA� OR dHNSSTRUCTION PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES TEST PIT LOCATION HANDICAP PARKING VEHICLES PER DAY COUNT PROPOSED BUILDING ENTRANCE EXISTING STREET LIGHT PROPOSED STREET NAME SIGN PROPOSED SANITARY LATERAL CLEANOUT SANITARY MANHOLE IDENTIFIER STORM DRAIN STRUCTURE IDENTIFIER EASEMENT LINE CENTERLINE EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION EXISTING TREE LINE EXISTING TREE PROPOSED TREE 12.0 1151 L)1 15" OAK 15" HNE lr�jt 15" OAK 15" PINE DATE REVISION 2/24/04 PER F.C.S.A. COMMENTS 2/25/04 PER V00T COMMENTS 3/5/04 PER F.C.S.A. COMMENTS SHEET INDEX SHEET 1 COVER SHEET SHEET 2 SCHEMATIC SHEET 3 SITE PLAN SHEET 4 SITE PLAN SHEET 5 WATER, SEWER & STORM PROFILES SHEET 6 EROSION CONTROL & LANDSCAPE PLAN SHEET 7 EROSION CONTROL NARRATIVE & DETAILS VICINITY MAP SCALE I"= 2000' PROJECT INFORMATION PARCEL IDENTIFICATION NO. TM 43 - ((19)) - 51 STREET ADDRESS: TOTAL AREA: 11.9654 AC DISTURBED AREA: 11.17 AC CURRENT ZONING: M-1 CURRENT USE: VACANT PROPOSED ZONING: M-1 PROPOSED USE: OFFICE/WAREHOUSE BUILDING HEIGHT: MAXIMUM ALLOWED = 60' PROPOSED = 35' REQUIRED F-UILDING SETBACKS: FRONT: 75 FEET SIDE: 25 FEET REAR: 25 FEET REQUIRED PARKING SETBACKS: FRONT: 25 FEET SIDE: 5 FEET REAR: 5 FEET F.A.R. CALCULATIONS MAXIMUM: 1.0 170,526/521,212.824 = 0.33 F.A.R. OPEN SPACE CALCULATIONS REQUIRED: 25% OR 2.99 AC. SITE AREA = 11.9654 tNC. PROPOSED BUILDING AREA = 170,526 SF PROPOSED PAVED AREA = 154,570 SF TOTAL = 325,096 SF OR 7.46 AC. OPEN SPACE PROVIDEL: 11.9654 AC. - 7.46 AC. = 4.50 AC. OR 37% LOADING CALCULATIONS REQUIRED: 1 SPACE PER 40,000 SF 164,126/40,000 5 SPACES TOTAL PROPOSED SPACES * ANY PROPOSED SIGNS, OUTDOOR LIGHTING, AND STORAGE WILL MEET THE REQUIRED ZONING STANDARDS OF FREDERICK COUNTY NO ENVIRONMENTAL FEATURES ON THIS SITE PARKING CALCULATIONS REQUIRED: OFFICE - 1 SPACE PER 250 SF WAREHOUSE - 1 SPACE PER EMPLOYEE PROPOSED OFFICE: 6,400 SF/250 = 26 SPACES PROPOSED WAREHOUSE: 24 EMPLOYEES = 24 SPACES TOTAL SPACES REQUIRED = 50 PROPOSED SPACES = 76 REQUIRED HANDICAP PARKING 76-100 = 4 PROPOSED HANDICAP SPACES = 4 LANDSCAPE CALCULATIONS REQUIRED: PERIMETER - 1 TREE PER 2,000 S.F. IMPERVIOUS AREA UP TO 100,000 S.F. 1 TREE PER 5,000 S.F. OVER 100,000 S.F. INTERIOR - 1 TREE PER 10 SPACES PROPOSED IMPERVIOUS AREA: 154,570 S.F. 100,000 / 2,000 = 50 TREES 54,570 / 5,000 = 10.9 TREES 76 SPACES / 10 = 7.6 TREES TOTAL REQUIRED TREES = 69 TOTAL PROPOSED TREES = 69 PREVIOUS APPROVED SITE PLAN #42-99 DATED APRIL 4, 2000 TITLE: SITE PLAN FOR LOTS 26, 27 AND 28 !9FTF PURN TRIP GENERATION DATA CLASS USE UNITS BLDG. AREA TRIP RATE VPD 150 WAREHOUSE PER 1000 SF 164,126 SF 4.96 814 (P.198) 710 OFFICE BLDG PER 1000 SF 6,400 SF 11.01 71 (P.1052) TOTAL TRIPS 885 SEAL CO VER SHEET P Yl V V Vv, M RK D, SMITH No, 022837 O y, ZONAL PROFESSIONAL SEAL & SIGNATURE THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. C3 Z W LLI W N 0 �O 0J 0i L0 00 d v- cu C5 m I'0 N Z _ J of a cu a, LUa+1 (U a, W I..rV. U °' x � L� a V� i L N ej 0 Q1 >l v A;J > w� CO W x (L U a� 0 U)Z F+Q Q T0 Q� CO C O V O� 00 Wb ® ZQ Q;� ZZ W W �� O M Z 0 Project Name: TOADY AND ASSOCIATES LC Owner: Address, Including Zip Code & Telephone No. 360-2 MCGHEE ROAD TOAN AND ASSOCIATES WINCHESTER, VA 22603 (540) 665-0693 Developer: Address, Including Zip Code & Telephone No. SAME AS ABOVE Engineer Certifying Plan: Address, Including Zip Code & Telephone No. I 151 WINDY HILL LANE GR.EENWAY ENGINEERING WINCHESTER, VA 22602 (540) 662-4185 APPROVAL /?a- 46021M4 63 5 FREDERICK COUNTY ZONING ADMINISTRATOR DATE * SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPT. APPROVAL * SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FCSA APPROVAL DATE: JAN. 21, 2004 SCALE1 N/A DESIGNED BY1 AS JOB NO. 2342M SHEET 1 OF 7 W to C\2 14 �✓ �n \ \ \\ N/F 'BETTY McKOWN \ \\ N/F LENO I G I TY GO. YAG?SNT ZONED: M-i PIN: 43-A-63 o cu \ \ \ USE: VACANT PIN: 43-A-15 1 � \ �€I Z cu �, 0 cu >. F 120 \ t O 'Ty M 8" FIRE 'LIKE 12� .sue, oo: ^` A55E LY r --r� y � � �i lid 42" MIN, -GONER __ _._---_ _'T24. _._ _ _ _.__ __ __+..- --_-__---._-- _ _._\ __--_.-.. _---- EXI5TING REGIONAL V GIRGLE FACILITY 04 \ STORM WATER MANAGEMENT Im 9C � R g 4 BEND y \ , / \ TM �� r� E-� LTr \ / \ BOLLr�RDS 1 15'xIO' CONCRETE DUMPS ' \� \ \ i � PAD We BOARD ON BOA1 I ^iy \ FENCE iy / I p , \ 10' 5TORM DRAINAGE / N O ' 6 ESMT r 45• END / 12a n` ALL - 11+007 ��e I�, / UA F- J\ /� }� / i /"�L�i�l �l TRACTOR i;> ^ ." I-F.H. A55EMBLY, // / \ \ \\ \ / ' / /1 t ^�Q7 I-8 x6/ RED. USE: OFFICE/WAREHOUSE 1 PROPQ5ED: 1 5TORY WAR Ho 5E ZONED: M-I �' / \ I STORY OFFIGE ` PIN: 43 I q 45 � \ �' / WAREHOUsZE= 149,526 5F OFFICE= bOQO 5F \ \ y z l l / N/F Q m_ BLDG�HT.= 35�2.00 / \ \ _ � / N � J r; ! 1 % / TOAN AND ASSOC. LTD. a -rI8 \\ \ \ t \L - t \\ / / / USE: WAREHOUSE a ZONED: M-I W O O PIN: 43-IQ-38 H p \ / J, zov `� p % IRE Y NT I / O`•' �% f >y un\ 102.0' HIV' 86 COu `� / ?3 PROPOSED 15TORY s O \ b" P05T IINDIG TOR V W FIRE LI \ / 8" FIRE LINE ASSE LY f i �!` �'' �••.,. /, 4 I WAREHOU5E \ I' WATER SERVICE 4.5° NBE / \ a' G.V.S N. y�ATER yERVIGE Cl'O BE\VERIFIEC BY PLUMBER) .l 8" P05T INDIGATOR VALVE (n t M/T ' 14600 5F (V�IAREF!JliS • _j \ - 19+00 \ PROP. �_+ w w —w�—w w w - —W w —w W — - B DGRAss I MARK D. SMITH n f 400 5F (OFFICE) � \ �8Q OFFICE 1 : g � l g a2 MITLLINE"B' j W # 403000 5F GE ( / l� �. W OP OFFICE \ TOTAL=15, 00 Q No 022837 Ex a• c,nP < rwa�5r �� ' �R �' � 1 r c 3,000 S.F. 1 FIRE DEPT. CONNECTION + n "� L aocK t 1 FF=73 00 a \ _ I p EE HOUSE TO CONTAIN FI INE METER 3 BAGKFLOW PREVENTION \ ( \ t BUILDING FF-�32.00 , \ IO CE W/ METER INTERFAGNIT TO TRANSMIT READINGS (PER FGSA / '_ N \AND 1500 GPM o 100 P51 ELECTRIC PUMP. \ j \ ✓ \ 45° END / / ) 8' 8' b' �,� T / 8' 8 _ `-SPROP. 'B TER FIED BY -PLUMBER- __ . -- \ 22 / t P. 5�G BE l 1 / I O cS'`SIGN L SCs Q oo p A PROP. SIGN + �I" WATER SERVI� 4_h --Kl PROP. 20 5. \ �i >� /� y(D C / (TO BE VERIFIED 4 N - �q^ W/L ESMT. \ �Ej \ BEND t ZO' G' BY PLUMBER) l`.3 _ w'= \ 47 Pf20 \.p\ j l R=35 Q I 9 \ P. W "A, 42'�11N. BURY ra �c 4' CURB OPL'N�G \ 14 t PROP 4� 5\ . LAT. \�/� \ \ \ \ \ASS \ . `� 2` CURB O -_ - - - 2' CURB OPENING _'�.. \ 4 APPf7DXD-EX-B" (y T �'\ / 728 / / � 152 C ` "' 130 / TER LINE TUB PP AB NDON EX. . .. OAL-___.___._ * Y t `e� 9 --- \\ 2' GURB r'o, ` J• 3c;— -- / \ - _ P �`�,,, \ PENINS lQ�y9\'" r "/ -- %°�3-._.-...-. �9 �■ ��'�"` '` a= �`.\`` EX. 12•xb' rEf ` `\� \ i 3 "(�'- ..-r � ''`4 ."_.r •� �k ...��' '�— — ..^• - '�•s. y'�.,.... � -•-~ ``..• .` ✓ � '� \5�y� � EX b• GATE VALVE `\ \ "f36 � '�`� "J/�soR 40' - D BLE 24' RCP O.5% INV IN=5122.20 w ��,swoon, �� _-..,..,.,•..`.�,� '�.TggR ry `` \ c,�,z`� a INV OU1`=922�.. Vk. I `l/ OX�GATI� \ ✓ / 3�/ b(b1 EX. TOP EX. MH 6132.28T ✓Y�. \ ``� I' ° EX. AN. EX 8' GATE VALVE EX. INV=124.92 r G `� F� �^-r- O +, \ Fi �2 \ \ LBR ASSOC. LLG . '� `�_ �� .- -''r �. 0`j� �� G _._•_i,.-• � 7�. 'q,V, t,yr „o� -�\ �.` W+� �"' ` \ ` '\ � DITCH AS REQUIRED r� � a USE: OFFICE/WAREHOUSE / //�`�' / 6Ot� �/ S �` �i /�k� �. PP EX. MH 35 ZONED. M-i 3 " ! N/F SPAHR METRIC, INC. 6cv �•O MST 3$ /�� . off, rq "~� Ex. TOP= 12952 n O E--1 Z / �• /S "� \ EX. INV.= 119.65 W OUT) PIN: 43-Iq-44 USE: VACANT ZONED: M-I PIN: 43-1a-47 /F SPAHR METRIC, INC. vq4* �. s�,TA^�F ��' \ EX. INV.= 119.9bW INFR35A) �.3` �; ,�_� z USE: OFFICE/WAREHOU5E 1044 %'1°D � � �s��. \ �� EX. INV.= 121.65 W IN FIR 36) W rz- [—� ^ `• 4" LAT. INV.= 120.63 (GORE DRILL) � H co U) H O ',ZONED: M-I PIN: 43-Iq-46 NOTES AD.L5TEX• �q� �--� O T \ LA�KEVIEW FH A5 REQUIRED Q / -' - � z �~ a w� / o �.' Z w w E, 100e Q DATE: JAN. 21, 2004 / `''" ",.--■.�......�,., SCALE: 1"=50' 50 25 O 50 100 DESIGNED BY: AS 1 JOB NO. 2342M SCALE: I = 50 SHEET 2 OF 7 E5 i N/F \f�ETTY McKOWN \ \ N/F1 LENO I G T -( GO. VAGA \ ZONED M- I PIN 43- - 63 Z_ USE: GANT PIN: 4�_ _I 5 \ � /0� ,NT � � ---^720 LLJ --- -t28 -126 ----_-`' ---- --- FI Q _ -124 - _ ` A55EMBLY -122 2\ S" FIRE INE ___ W 23Q 42" MIN. OVER -__ _._.. ___.. __. — _- __ ____ _ --__ -�' _ - __-_ -- - - - - ---- - -- 724 __--_- -_- _ .-- _- _�- -_ _- -__.-_ ___-_-, ~ , - EXISTING REGIONAL STORM WATER MANAGEMENT FACILITY Z _ _ � � --- - ;-- ----_- �- _ —_____-----�-----_-------------- ----- __------__-_ -_-- _ ---- ----- --- za=--_-_-_----- ---_-=0____---__ - \ - - - - - - - -- - - - - _ -- _-_________ -- _ - �.-- _ _ = __-+-- =_- -_ _ _ + -_ — �_-_—_-____-___ - ___ _ +_ _ =____ _ _ 6=- - _ __ _ ---_ may/ =____—__ _ -�---p-_ -XO-- \ \ - _- W o �n _ M __— _=___—_________ - -- --- ----- --__ -------.-_. _. - \ i� CX2 � _ - --_- --_-- - -_- -_-_ --_-_-_-_-= 15'xi0' _G-ONGi�EfE-DUMPS _-__ _ --___-__ --__-_ _ ___ _ _ N _ _ _ =-t_===--_--_---_- __-_---_- C-_ _________________- -- __-_____--__-- -C ,- ��/ �/ / / Q .� c�2 co � �oN Lo -_-�PADYVfBOARi�-ON-BO=A--___-_---___--____ - -FENCE ---=--------------------- t------------------------------___- = - -— —_- �- 10 STORM DRAINAGE / an ------T-- _ --___-_----__-__-__A__^_r--=_-_---;-,__ --_---___- -- _- --=- 7-__.___- -------------_--------------==- _ �_ ESM r �, f �> x �� (u _- �__ _-_--_-___-_-__- ------------------N-_-_----------�-� ___ -_ - -_-_- -_- - - ___ _�__ _ _ _ _ _ __-__ � _ -_L=_=_=__ __________=_ _ _-_ ____�___ ______ _______-____=-_______ _ ___ -_ -___ _ _ _ _ --_ _� _ -__- L= a 45° END -�- -_ - --- - - - - —_----_----_ -- _ _ -- - _ - --- -- -- - - - - -- - - --_--_ --_ --- -_ --- - -- -- ----------_ �1 Hw l-__-_-- -_ - _--- - --- - - - - -- - -- - =_ _- ___ i=-= --_ -_ _- ___-_-_—__---__-_-__-_-___- = -_--_-____----_---�_---_----_--__ Q i �' - -_— / f 1'X4'X4'-&" 8LAT8, 2-FIN18H NAIL AT _ _ — —. -_ = - _-I_- _ __ — --- _ _— - - _ — - _— _ _ _ _ = - -_ = _ _ — - 1 y 1 1 l 11 / TOP AND BOTTOM f x-. _ — — — — — — — — - — — — — — — — — — — — — _ ._ _ _ _ _ _ _—_ _ _—_ _ \ \ f / / f / / 2'X4'X4' BEAMS, TOE NAIL TO POST ao (q co I 4"X4"X8' POSTS 6 `\ \\ / L25" 10' 6I \ \ _ — --- _ \ \ / �� j / / I 1 l I PRESERVATIVE STAIN ON ALL WOOD, COLOR TO MATCH THAT OF BLDG. ei a Z 0 Z - f w / I 2. FINISHED SIDE OF FENCE SHALL FACE m ADJOINIWs PROPERTY, IF APPLICABLE. �� COMPACTED GRAVEL � F�NC� W oo I l /l PROPOSED: 1 STORY WAREHOUSE \ _-_ _- / I I \ uJ0012 DETAIL FOR DUMPNOTO RSCALENCLoSURE Q / \ I STORY OFF I GE U > �- 1 WAREHOUSE = 14q,526 SF OFFICE= 66p0 SF \ � \ - _-_ 4 I 'l l N/F a � I F.F. ELE�/._ 75,�.00 ,f 1\ \ -_-__- _ �= = � � lIASSOG. HT.- 55 FEET TOAN. AND BLD6. _ - _ _-_ N N N I o a USE: NAREHOUSE Q cv N m ,� ZONED: M-1 PIN: 45-1G-5g r r _ __ 3�_ _ / , MARK D. SMITH LLJ/ // __- ' - // / / N0.022837 LULI �' z / = L AL \ \ 702.0' STY O / ' ' _ v ______ 8" FIRE LINE Q FIRE YD NT I / A55E B T / - � _ j \� 8" 6.V.15 WATER SERVICE (TO BE\VERIFIED BY PLUMBER) /� 8° P05T INDICATOR VALVE m / _- - •��/ \ _ _ 32Q // �w = ii_ _-ri _ — H _-_ -_ ►� _-_w �N= __�v = _-_-_x� ce _ _K_ _'- _ w I—w _ ✓�• GR 5 �~ / \ ^-_ � Q-�� -y�- G BEND AS \ ` 2Q PROP. OFFICE -- _ _ • A •. __ _. -_ _ _. _ _. _ _. .._. 'V --Y 3�1-1-L4\ .-i.-E- �_. _- ,A• 0 1' A 3 - `_ -1 - - � � _- _-_ � � _ . -'_ = O- 0 5� GOt�IG: 5/W � �.' Q I f -- - - _ ---_ - - ----- Q- 1,1✓t>tvso >z=--------- D-. 5000 S.F. -_FIRE-DEP�-CQNNEGTION.-�--,-------------------_--��_ I (� _-_-_ // / / I �'A�I NCB SCHEDULE -___--__.._--- -- -- - --- - �.. ------- - --N-- / FF=-752.00 �,,'� -_ _ _ _ _ ___ _ --- - -- - UMP +f0U5E T-0-CONTAIN EL -METER -METER 4 -BAG- fL-OW -PREVENTION- - _. DL�VIGE-W_ METER-IN-TE�FAC E --TPA IQ-TP NSMII L�CAI�IN _(P t2-F SLR - - / �. ~.. // I / �L \/ / U 2" SM-12.5A �.: • •.''••,.� -••. - _ - - t.UQ� � �, � �'_ ';:...,: ,, `,. . .� .. � ,. rt ,:,, • _ _ __ _ _ _ 45° €ND 1EtECTRCGPClML.'c____________ _ _ _ __. _ _� _ - p'� -S' -$,' 8� �p I-.� --1'�- -� _ � / I � I � �l �, ,' / / l w (n ..• „ •,'�,. • _ • r- �=.•...�,'�`,' �;.`•: W -SIZE-OBEERIyFIED-B_YP_tUMBER__\___-_---_--------_--_---\--------------------p_ ��__ ` --_ _ 5°BEN `___- = _- -^ =�'RU_PO'-= - \ -- _ � __--__-_ _ _ _ _� _ __--_ __-__-`= - ___=_- _______ = - ----�-5- �j� - - - - - - - fit E.St`�fi -_ l-- '� _ _ - - -_ - - - - -D -I -. -- - �--- \ --��` !: 2a-1;,C�� ` I l I x - _--\_— - -- _ __ _- - Q C __ _ - _- _ -- _ u U- - =- =' S � 4�.'�,MJ.N�B�RI'`_ - _ � _PRO_P_ ..WLL _ - -- - - - - -- - - --------------'--_-----_--_----_--_____-�___-__-_//�' /f / f/ / - ----5-_-_-_ - _—: \ _ - --_==4'-CURB-O_PENI'NG - GO l O-I�2115M-I2.5A � p, > 2' GOPENING 8" 21-B BASE STONE cl) w E-' Q RB --PPROX. L�iI��X---- 728 '� ' B /_ T ____ - _�'-- 1 I F" Cj) U) Q _� WATER L I NE\5TUB A NDON E . - 3 `---- /� -� _ _ __ _ _ _ _ -_ __ ✓ / -- 2 5M-12.5App O _ 724 %�'- = -`_ — _ _ ` \ `__ / %// i' �' Q � W ._ _ ., ,- gip- - - - - -- - EX. SAN. LAT. \ -- �- .- I I -r—_ __ — _ - 8 21-B BASE STONE p z ,._, Q .'- �2 --_- -- --- J G- .- ---. � '� '' ~ • � �. -� � � _° �'_-_ Z5- ;- + 20 2 t r + + 6 21-B BASE STONE _ 1 ^-- --_ '� ��- �' '' 40' - DOUBLE 5 •� ( h� 1? x3 - I ;V�`' C�y� 1`'''�-• �30 �NT�,� +/ + INV I N = 22.20 i- INV OUT="�t200 � �_ OpEjp �, � 2, ° 21 \ EX. MH 56 S � ` �g ~°�" WIRE MESH REINFORCING Y,D.O.T. ROAD AND BRIDCxE STANDARDS SECTION 30104 „ EX. TOP 732.28 EX. 12 x8 TEE, EX. INV=724.a2 - \w \ -�._ --__. �O L,, _ ; '. O EX. 8 GATE VALVE C x l'V � �. �4 '` \ \\ . :.:-• -' CLA55 A-3 CONCRETE � � --- ;.. � Y � • � \ � � SAN C � Q v �4T`- ;> '., DITCH AS REQUIRED S TAD S \ �� s_' �\ ',, r' pj � ��k % - " - PP � a \ a\.�\.a\ �\�\.�\.�\ �\ . �\ a\ �\ �\.a 6� gASE 21-A � COMPACTED SUE3GRADE (COMPACTED TO 95r° DATE: JAN. 21, 2004 I S/`��,\ 6Q L % yT 4g, A `�-. NOTE: EXISTING POWEfi� EX. MH 35 - MOISTURE CONTENT, VDOT VTM IAMETHOD)M PODS AND /� "� v I 3 T � ��D ��Q'� T �� '` ��pFR EX. TOP= 72�i.52 C�UY WIRES TO BE ADJUSTED AS Y. D� i- � REQUIRED N/F SPAHR METRIC, ING. �'O \� 3sax'�k �� ;� � EX. INV.= 71G.65 (8 OUT) EX. INV.= 71G.G6 0' IN FIR 35A) SCALE: 1"=30' io \ USE: OFF IGE/WAREHOUSE EX. INV.= 721.65 (8" IN FR 36) TfRA5H DUrIF6TEF�,' FAD DESIGNED BY: AS 7 H7R�S � \ ZONED: 1 30 15 0 30 60 ZO I}� I ED : M- I PIN: 43- 1 q -46 J NOTE: ADJU5T EX. � � ��3= FH AS 2 4 LAT. INV.= 720.63 (GORE DRILL) (NOT TO SCALE) JOB NO. 2342M REQUIRED ` Dt-dumppad SCALE: I = 30 SHEET 3 OF 7 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 & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB h GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRANAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER $HELL BE CONSTRUCTED PARED! m TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 4• 2"R S. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND I 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE ' EXCEEDED STANDARD 03-7 IS REWIRED. P. r .•. The bottom of the curb and Butter may be constructed Parallel to the tape of 2'-0' subbase courses provided a minimum depth of 7" Is maintained. This area may be concrete ON COMBINATION 6" CURB & GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 CG-11 XX St-t approach name (radius to be as e surfacing as mainline shown on piano) ro d"y (Radius to be as shown on piano) C L Ce a n / (2- SIb CO-12 curbRodi J gutter and auRx I:.I 1 B (,t' e `,C✓// 6 -----� I w Optional no. Una -- 6" pees A) (H.ES. Canlxwb . Expansion Joint Joint A YI SECTION C-C Note: Width '8" 2' 0' or as Mainline roadway shown on typical 'action. PLAN VIEW 10' Parabolic Curve ® Construct Grade changes with a parabolic curve. Edge of whouWer ex Naz. ® or Optional flow Lino Slaps Cho • D When St'd. CG-11 is used for entrances built in conjunction with VDOT projects, please Maine ins Roadway nob the following: Slate Chan e D XXMainiirle pavement shoe be constructed D to the R/W Eno (except any tubgrods 40' Min. for Street Connection I stabilization mquimd for mainline povsmont which can bo omitted in 20' Desirable for Commercial Entr. the entrance.) 5' Min. SECTION A - A ♦ Radial cum or combination on curb be and gutter shall not aan.watad beyond the R/W Una except for Guidelines for Grade Change D repiocenTa" purpose'' When used In conjunction with standard Entrance Volume Desirable Maximum GO-3 or CG-7, the curb face on this Standard is to be adjusted to match the High (more than 1500 VPD) 0 % 3 % mountable curb configuration. See Standard CC-12 for Curb Ramp design Medium •500-1500 VPD 3 % 6 % to be used with this Standard. Low (I- than 500 VPD) i e % B % ® When the entrance radii cannot accommodate the tumbhg requirements of anticipated heavy truth traffic, consideration whould be given to Increasing iha depth of adjacent proposed sidewalk to 7 i n. X Optional fiowline my be used for amrances in cut section. Optional fowline may require warping of o portion of gutter to preclude ponding of water. SPECIFICATION METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 7• WHERE STD. CG-3 R PERMISSIBLE -,� A CG-7 IS USED 8•-0" 4'-0' ' L JOINNT UCTION 10 aft CC 62 8'. 12.1x NAx 49:1 MAX. $ MEN. 20:1 1 . 124 EEC , 5' IANC 3 PERMISSIBLE 6'I 10:1 SECTION A -A SLOPE iQ;l CONSTRUCTION 0:1 JOINT B' ) B yL MN(INUM J- 2' D TRUNCATED DOMES A 4' SQUARE LANCING ECTION B-B A AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED. CROSSWALK CROSSWALK TANGENT PLAN n 4 n otg551yAK RCROSSWAU( " TYPICAL PLACEMENT DI GONAL VARIATION TYPICAL PLACCMENT ' AT INTERSECTION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK 1Q1 1D:1 t:Ax. TYPE A (PERPENDICULAR) APPLICATION (WITH BUFFER STRIP) + ALTERATIONS THIS DESIGN TO BE USED WITH CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING NOTES. 48 WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW NSTRU"ON, 6 FEET FOR ALTERATIONS. 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SUP RESISTANT INTEGRAL DIAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF TRAVEL OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL 7- OF THE ENGINEER. I -I I-%- OIL 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 DE TECTABLE WARNING SECTION SHALL BE A TRUNCATED DOME CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDING FLARED SIDES). DETAIL 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOUTHICALLY WITH RAMP FLOOR OR BY USING PERMISSABLE CONSTRUCTION JOUNT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRCAST, HOLES MUST BE PORVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES 296. C-C CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CUSS A-4. 5. REQUIRED WS ARE TO BE NO. 5 X 8' PLACED V CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP 000 FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 01". 4000000000 O 000 6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT O O O O O O O O O O O O O O FOR CURB/CURB AND GUTTER. O O O O O O O O 0 O O O O 0 0 7. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS 2)j' C-C O O O O O O O O O O O O O O O TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. 000000000000000 .I B. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO 00 00000 0000000 F-W BE PROVIDED AT INTERSECTIONS WHENEVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT-OF-WAY OF A HIGHWAY 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FACILITY CROSSES A CURB REESTRL46N C OF WHETHER A SIDEWALK IS EXISTING, PROPOSED, OF NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESIRUN CROSSWN.1(S AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, 0000000000000001 AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP 0 0 0 0 0 0 0 0 0 0 0 0 0 0 E INLETS, ECT. WILL AFFECT PLACEMENT. ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS. UNOBSTRUCTED, STABLE. FIRM, AND SUP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE ----- A�1 -I APROACHED, ENTERED, AND USED BY PEOSONS WITH MOBIUTY IMPAIRMENTS. 9. RAMPS MEY BE PLACED ON RADIAL OR TANGENTAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF A CROSSWALK. DETECTABLE WARNING 10. TYPICAL CONCRETE SIDEWALK IS 4' THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMODATE THE TURNING DETAIL REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED SHEET I OF 3 TO 7'. CG-12 DECTABLE WARNING SURFACE SRE RENCEN 10.3/a3 TYPE A (PERPENDICULAR) APPLICATION 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION NOTE: EXISTING POWER POLES AND 6UY WIRES TO BE ADJUSTED AS REQUIRED A L DETAIL 1 SECTION A -A SECTION B-B A L DETAIL 2 SECTION A -A Fabric ON N NOTES: 1. FOR MULTIPLE LINE INSTALLATIONS DIMENSION S IS TO GOVERN THE PROTECTION OUTSIDE THE CHANNEL WIDTH M. 2. ON ANY SECONDARY ROADS INSTALLATION REQUIRING EROSION CONTROL VO4E WHERE NO ENDWA.L OR ENDSO:TION IS SPECIFIED ON BINS. CONSTRUCTION IS TO BE N ACCORDANCE WITH DETAIL 2 SHOWN ABOVE 3. GEDTEXTEE FABRIC TO DE INSTALLED LNOER ALL fROS" CONTROL STONE IN ACCORDANCE WITH ME SPECIRCAININS. 4. S - DEMETER OF CIRCULAR CULVERT OR SPAN FOR BOX, ELUPTICAL OR ARCH CLILV H - DIAMETER OF CIRCULAR OR RISE/HDofT FOR BOX. EILPTMIL OR M01 CULVERT. 5.•USE TYPICAL SECTION SHOWN ON PLANS OR FOR SIDE SLOPE, BOTTOM WIDTH AND D OF CHANNEL. MATCH OaSTNO OTCH OR NATURAL OROUND. MIN. DEPTH EC-1 0• Class 1 2' Class 11 3' SPECIFICATION STONE FOR EROSION CONTROL REFERENCE VIRGINIA DEPARTMENT 204. 303 of 414 TRANSPORTATION r 114.01 0 087zb S � 869 �` /T35 end on outlet sod -sections SECTION X-X END -SECTION DIMENSIONS DWA. A B C 0 E 12' 4- 2'-0' 2'-0' 4'-,0' 2'-0' 15' 6- 2'-3- 1'-8- 4'-0' 18 9 2 -3 1 -9 4 -0 3 -0 24" 9 1/2- S-7- 2'-6" 6'-1' 4'-0' 30' 1'-0' 4'-6" 1'-7 3 4' W-1 3/4' 5'-0' 36- 1'-3 5'-3' 2'-10 J 4 e'-1 31,V 6'-0' 42' 1'-9- 5 -3 2 -11 8 -2 6-6 0. 2'-0" 6'-0- " 8'-2' 7'-0" 54' 2'-3' 27-9 1µ' 8--2 1/4 7'-6' 60- 2._11" 5'-0' 3'-3" 1 8'-3' 8'-0" Hub and on oMak oval s cbons �Spigat end on InW and k � IX] D-PAYl1NE- I~ E SECTION X-X END VIEW E D SECTION DIMENSIONS 2" 2'-0" V- " V- ' 2'-0' 15" 6.2'-3" '- " 6 -1 2'-6' 21" 9' 2'-11' 3'-2 6'-1" 3'-8' - 10- 3 -7 2 -8 6 -3 4 -0 27' 10 1 2 4'-0" 2' 1 1 2' E-1 1/2' 4- " 1'-0" 4'-6' V-7 3 4- fr-1 J V 5 -0 33' 1 V-1 1 2' c-lo Ilr X-3 Ile If- 1 3 P 5'-6' 36' 1'-3 5-3 2'-io 3/4 W-1 3/4' 6 -O 42' 1' -9' - S 3 - 2 11 8-2 6 -6 -0 6'-0' 2'-2' 8'-2- 7'-0' 5 ' 2'-3' _ 2'-11' 8 -4 7'-6- 60' 2 -8 S-3' W-3' 8'-0' ^AY LANE n r--- C --(-- 0 NOTE: Pipe lengths shown on plow are based on End -Section design stow 1 on the left. N the contractor elects - �_ •--__ to use the alternate design shown the ' ht e .. g r e Uo diRerence in dimension V. SLOPE DETAIL FLARED END -SECTIONS FOR 12"- 60"CONCRETE PIPE CULVERTS VIRGINIA DEPARTMENT 302 TRANSPORTATION 1GTOf 11 �7jjL�y.i�i N/F ~ D �Er ,' / i Not,` PAVINCB SGHEDULE , �; .4.' i%rgiiiiiregilia 2" 5M-12.5A 6" BM-25.0 6" 21-B BASE STONE I%2" 51-1-12.5A 3" BM-25.0 8" 21-B BASE STONE 2" SM-12.5A 8" 21-B BASE STONE >n O--1-F:H: =A 5EEMBLY--- = --___A 1-8''xb RED. ! / z F- z USE: O I /E/NNREHOUSE ZONED: M- I �.__ = --_ _-_- ==_a____ -_ -_-_ _w w_ ---- - \ w v v - _ Cy PIN: 45-ICI-45------_--_-�_---- ��--_- `\ �Q� \_-_._. } _ LW f.- _ T _ _ -_ __ - . V _ _. _ __._ -- - - - - - - - - - - - - - 18+00 -- \ EP Q \ \ \ I d <t \ 100 _ _ _ __ _ \ \ \ ( L TH MARK D. SMITH 1 r1 - =_- -_ \ \ \ ks) b No.022837 a < INDI 73z ! �� tx - \ \ \ 8" FIRE LIN � VIAL + PROPOSED I STORY O :-- _ - \ 8 P05T� G TOR VALVT E / �> •� � �/?� _, -�- . + 1'^I�REHOUSE Q _3\`i_---�-_ \ III WATER SERVIGI� � 45° BEN f ,� � rm� 41 i� 0 14,60E SF (ly 1,��+DUSE-� z Q :Ia+oo . 3� \ PROP. ". -wG 5 �" \� "G I < + ' + dJ 400 SF (OFFICE) _, .\ - - -\ �- \\ OFFICE g _ ,.., 51 EX.E3L8" >\m + TOTAL = I5�00 SF � -__ \ E3,000 S.F. i ; EX. 8" GAP d THRUST � ;; . , / �� / / ''1_'' .. __ .i- 1 FF=7��n I /�� - �\ - Ira, \ 1-C_-f �1 "1 /l /l •° / /%i r''/';''./.. \'�-s'. /J:•,/,. /: f � V EX. 12"x8" TEE, EX. W GATE VALVE \ �. N/F LE3R A550G. LLG. JSE: OFF I GE/WAizEHOUSE ZONED: M-I PIN: 45-Icf-44 &TORM All 6 T_558UILDIN_. "0 / N _ 3 _ f � Z .�. + ems' ,- _. -\- - � - \ �-•- ►�- -- _ - - - 8'-- w w- ---- w _wYA w�-- w �=-- % z .�..3. - '��' ,' -I -� r L -I- U _ _ 3 --- -` m-_-_- ILI,I- L - - - - - ---- - - co !Y - - SJ_ 3p _ TO BE VE -: - - - _ '4�'- 1 1 X 020' _ - - -' -- - - ---- - ,B' LIJI'�IBrF - 0` 1�..' ,, �!-,q' ^,� _ _ _ j� � I E / / r , -h- -1- .. l : FH u s 33 _ i 2' CURB OPE I G >-4 M_ Y. 1 �,_ 1.. -•._ ._,_ / /, T!, j ! . ' / / / � ; �... w�, 1 .{- _f -.I._ /// ///r /'r. / . / // // .� /S / , / • ��!� !1'- -- - n,-!� I , f" i iti r J I �_O.�_.-- _ � F/-�-1 �%� TV-�1 O \ + i / - ; / /f i'// f, �! rri ;74� r ; f r f• / / / / /;' / / f / - - i `=7 �::.. O L) r /// / _ / 2' O swooss- / ✓ �T+ g, H CURB �. \ Q11 r 0 W `y ENIN - - ' OP G ` w awasi E- P� Q EMT 3' HIGH, BERM \ � %� � •'" 4Qjy� �` I ✓ ----- _---' --` '- � 1 \ IL Q \ -v A. (0 i V I t I 0000, N/E SPAHR METRI G, I NG. I ;:• tt- DATE: JAN. 21, 2004 USE: VAGANT ZONED: M-1 PIN: 43- I ci -47 E X . SCALE: 1" = 30' LA<E Y I EY DESIGNED BY: AS - G I RG L E 30 15 O 30 60 3 : ' JOB NO. 2342M � SHEET 4 OF 7 eneral backfill eneral backfill see note) see note) 8' 8" 8" 8' X;.:.:..; concrete 24" select backfill 24" select backfill (see note) (see note) O.D. 6" O.D. 6• 1/2 O.D. ` 6" 6' stone STANDAR stone CONCRETE ARCH general backfill eneral backfill (see note) see note oo :o :o;; 8" 8' 8' ;:s....................... 8• 24" select backfill 24 select backfill (see note) (see note) stone 6- ' 6' O.D.' 1/2 O.D. I 4,' L 6' 6- concrete concrete CONCRETE CRADLE CONCRETE ENCASEMENT NOTE: To be compacted to 95% of ASTM D698 maximum density. TRENCH & BEDDING Figure 1 form be 6' minimum 5— machine excavation limit trench bottom •1 74 gate valve gate valve & boxes & box undisturbed earth stone bedding TEE. WYE OR PLUG TYPICAL SECTION In lieu of wood forming the fitting may be wrapped with 'denotes hand excavation pdyethylene, and the concrete poured to completely surround 'D' = 12' min. for 10" and smaller pipe tthhe fitting and against undisturbed soil. The bearing dimensions 'D" = 18' min. for 12' thru 20" pipe against undisturbed soil shall remain as shown. see chart below for A, B. C dimensions. CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS Pipe Dia. Plugs, Wyes & Tees 11 1/4' and 22 1/2' Bends 45' and 90' Bends -- A B C A B C A B C 6' 1 -0' 0'-9 I'-0` 0'-9" 0'-9" 0 -9' 1 -3 0'-9" 1 -9 8 1'-3' 0 -9 1 -3 0 -9 0 -9 0 -9 1 -6 0 -9 2 -3 10 1'-6' 0 -9 1 -6 1 -0 0'-F 1 -3 1 -9 0 -9" 2'-6" 12 1 -9 1 -0 2'-6' 1'-3' 1 -0 1'-6" 2'-0' 1 -0 3 -0 14 2-0 1 -0 3'-0" 1 -3 1'-0" 1'-6 2 -6 1'-0 4 -0 16" 2 -3 1'-0' 3 -6 1 -6 1 -0 2 -0 2 -9 i -0 4 -6 18 2 -6 1 -3 3 -9 1 -6' 1 -3 2 -0 3 -0 1 -3 14-9 20' 2 -9 1 -fi 14--0- 1,- 9 -6 2--0-1 3 -3 1 -6 5 -0 11 1/4' THRU 90' BENDS gale d rods over fittings and embedded in concrete thrust blocks. 12" &LESS 14' - 20" 6 B 2 2 3" 36" Concrete Fitting u o thrust to n u d. VERTICAL BENDS %'`')"'^' at size 11-1 4' 22-1 2 4 ' 90 stone bedding J» 6" - - - 1.3 8' - - 1.1 2.3 10' - - 1.8 3.7 THRUST BLOCKS FOR VERTICAL 12" - 1.2 2.8 5.5 UP BENDS SHALL BE THE SAME 14, 0.5 1.7 3.9 7.6 AS FOR HORIZONTAL BENDS. 16, 0.9 2.3 5.1 - 18" 1.4 3.2 6.3 - 20' 2.2 4.5 7.8 - CONCRETE THRUST BLOCKING Figure 2 METER BOX and COVER METER SIZE METER BOX METER BOX COVER 518'k3/4" or 314" 18 in. Die. Non -Traffic M32C-PW Traffic A32HH - T 1" 24 in. Da. Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) Traffic MG30 (Frame) WITH RML-12-T (fop Lid) Meter Size Coppersetter 5/8" x 3/4" A-C3835-01 w/ 7 y" Opening 3/4' A-C3635-01 w/ 7 y" Opening 1" A-95319-08 w/ 10 %" Opening 18"-21" 3" stone - surrounding box 8"-10" V CTS polyethylene tubing (PET) 200 psi with SS inserts at all connections treated 2"x 4" with meter box top 6" painted b1l a and cover <c. COPPERSE meter height service line c size connection bar tub 5/8"x3/4" 18" D-31014- w/ 1 Y„ O D BA13-332 W-SN HHCA31-323-TV-SN nse w/ SSS Insert w/ CSB-43 w/ CSB-43 3/4" 18" D-3101 w/ 1 Y "O D BA13-332 W-SN HHCA31-323-TV-SN nse w/ SSS Insert w/ CSB-43 w/ CSB-43 1" 18" w/ C1 44 1 Ya"O.D. BA31-444 W H HCA31-444-TV w/ SSS Insert Insert w/ CSB-44 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 corp. 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", 314" & 1" METER INSTALLATION (4 FOOT COVER) Revised Figure 5 Oct 03 str 10 - II str 20 - 21 str 30-31 str 40 - 41 140 135 125 115 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 I�o+00 16+50 11+00 1-1+50 10+00 18+50 19+00 11B+50 20+00 20+50 21+00 21+50 22+00 22+50 z W W z z WC\2 O t0 00 CQ C\2 'd C\2 CO � CO in -� o I Z LoCQ to C\2 cu b� N I W � 00 a to � E- Ct. N 0) 0 �1 N '> O) W U] O I� > w Q N z w � O lfl O Q > OL w C) O O Q N N m r i,LTH OF ;1 MARK D. SMITH v No.022837 w SIGNAL W W F x E zz� wV -`� ElE, 0 �D Cf)F--I rI�-I Uj Z w c� O V 1 Z 0 DATE: JAN. 21, 2004 SCALE: HORIZ. 1"=50' VERT. 1"= 5' DESIGNED BY: AS JOB NO. 2342M SHEET 5 OF 7 v / i �'e \ L�MITS OF GLE,4RIN 7 # GRADING TOOLFPUfRf"05E5 ONL�'rlll N/F 'BETTY MGKowN t N/F LENO I � G I TY GO. ,UR: VACANT ZONED: M-1 PIN: 45-A-63 USE. V�GANT PIN: 43-A 15 e ` I -- t FIRE 120 i j j 7 �--8" FIREIINE 23 124 A55EMBI_Y y MIN- - --- --- - -'-- -„ - - -- ---.. -... 122 —.-- _—_-_ -.. _ _ :r. L{{• T24 c e w ,•• i �,' ••' •', • •_`s : _ STORM ViATER MANAGEMENT ..d...._ pp ._...a._ - I fir, 4!° BEND EP FACILITY - GIB Ao ••' .a'•• ., :�% '� V ` � m � - BOLLf�RDS " ' • \•� '• /'w,'".-.r...... Q 1 t , 15'xIO' CONCRETE DUMPST r i • + • 'ti• •. • • �, . \ / PAD VV BOARD ON BOAR ra I jjj 1 / r FENCE c 1 'Y RC1 DRri1tG y CIO k j I _ 45" 'END �, •1`'.. r r. f• r/ LIMITS OF CLEARING 4 GRADING ,28 f Y= '.., ' • �� yr ,., ; /� rr rr f J r �� , � � I ' • r , r - fi BL)LLARD,I r 9 `'� r �'•' "#T v j-- F n� (r /• C I ^� ! S^ � .'r•i' ;"''• - `fit /l N/F ) nary �.;y ID' 30' 6' •'y' f ALE'AN TRAGTOfiZ-F.If. Fa55EMBLY, J i ,� � `,, t '�, l • � �� ' USE: OFF I GE/WAEHDUSE 1 00 f • a• ' 'r's` ZONED: r I PROP6�5ED: 1 5TORY WAREHO 5E �, Z M- ( f' �, �� I STORY OFFICE � t ` � ly J .'` '• ;`' . zl ,J �� f u, O ' \ a" / WAREHOUSE= 14a,526 SF ; — •~: f• ! N/i- PIN: 43-IC,-45 3 , ' < IX I F OFFIGE= b0Q0 5F t Qw J ;a r' o R \ � J` F.F. ELEV.=-f3?.00�� J ,u, • , '.• �_, r �� cv BLD6. HT.= 35 ET r� N r. r T OAN AND A550G. LTD. 7.I5+00 s .' m o ry e ` <, °^• f t �` I . , �'�' i ,J USE: WAREHOUSE ZONED M- I PIN: 43 IG1 38 100, i ` `• N� .. `, 102.0' O FIRE YE)' NT 8 OV 73 >J� �y 8" FIRE LI ASSE iELY 69 ��, PROPOSED I STORY O b" PO5T INDIG TOR VALVE b" G.V.'S Q r / b"' FIRE LINE I WAREHOUSE v �s I' WATER SERVICE 45° BEND, J �`N'' WATER 5ERVIGE (TO BE VERIFIED BY PLUMBER) oj?g \ 8" POST INDICATOR VALVE (fm ,1 W..:• ` 14,600 5F (kNAREHOU5E) "w-'�'' . w - 3� G _ - ° 09q P 19+OU PROP. -G 5�H „ w W — VN w — W w — w w — w =r w ' - BEND GRA55 vql 0 4 J �� • °� 3 r m 400 5F (OFFICE) •,. 1 _ _ s vi "--=�. W - - - � W 2 PROP. OFFICE % - - OFCIGC - 2 .'. 5� C D C, 5 p b" WAT L{NE "B" O L' C_ :NC>,, . Ali 3 I n o w -- a --- ex. s" cAp a Tr usr n I J TOTAL=15, 00 5F w 1 O 42" MIN. GOAR i O ' 3�00 S.F. 1 BLOCK r Y' Y w \ 3,000 S.F. r 3 I �FIREMPEHOUSE TOPT. GO FIgELINE METER 8 BACfaFLOY{ PREVENTION * 3\ 3 G- Rfl 42(��t FF=i3400 u 3 'y O cv 7 FF=732.003' t F-732 001 BUILDIN6 t�:: 55 i77 10 D ICE W7 METCR INTERFAGf NIT TD TRANSMIT READINGS (PER FGaA < V Q w t SP r�) AND 1500 GPM ICO PSI ELECTRIC PUMP. 1 ae NO 1 / r' s �I ti �, _„� o a �y d j b b �O 3`3 \ J 45° O Q r----1-a ��' a' 1�' PROP. I• METER , IA�11 OF CLEARING 4 w w�Q Y w w w w —�-� 3 %i r5 `) --'m -PROP. 20' 22/1" J O P P, 516 SpF� O /' �' GRAPIN6 �• `t y `. � t 'gyp\ O \ -SIZE TO-BE'�RIFIFS.� BY'PttiMBER- � \ � O r I" WATER SERVIClE - y`... BEND E� 4 \ O E 1� t 9. °� / ul PROP.516N + + T ° - 5 5 1 y- O �p (TO BE VERIFIED r i_': _�N. W/L E5MT.y Z� "P 2^ ...,_ 20' ,y3 BY PLUMBER) -Ir,' � a' ' t I PROP. b' W/L "A" 42'" MIN. BURY \� p � ry l �� r1fIII ( 1 ( III� ( III�''III CF /rr ``/rya�~Fcd 32 �\ -• 1_d-.-1-1-J--L�1— - - -i L._ 4' CURB OP NJN6� 24� ZL� L g • ! O PROP. 4 SSA . LA i o _ H j. 4 . � s \ r ~\ i,� 33 O aj � �---' �j2 `NrEDGE - \ ..-._ •. q» �._ _ - '^.�------'-__^k�, 2' G`ORyES O1PE A ' 3' hFIGH ? / i32t, i�- {ATER LINE TUB�r PP A DON EA. 3 rt '� \`-; , 10 O I 3 \ `'1't'GURB \ �' „?: � Q _ ______ _____"�. - •�• ,a '' - /•3y `"�- ____-�_ .-_ ` ,- .,� �.,� I � � �x sib EX. 12'xb" TEE, ` \ \ 134` � 3 - ^' .- -'f�• _- \. ^' r .r' -�' `_1` ��a. •.a �. P� � .E -� EX. B' 6AiE VALVE ', - :-,.L ✓ " ,a ^w roar+ 'AINAG esrrr � - �J /• -(P .------ ----`� -.. J W '----._ G^�� H{GH BERM " �, `• �6 p �T - - --- _ -_ �"�. l` 40 GP ©BO \ `f i tr- S'r �'" _.--••-'._ Y'+ \ -..<\`';: ''h •o,. of p �. - r (y , INV IN 22.20 �r� l ry) C` ' u { INV OU'" OO NG' �..o +•► "� j� j` + / I EX. MH 36 1 i I RD GATI� \ \ ` / % 0. (�%, EX. AN. L T. Y '/ + �/ v(c EX. 12"xb" TEE EX. TOE= i32.28 X� /ice {/ EX. INV=124.92 /^ ^� w Ft h j / 1 / I EX. b" 6ATE VALVE � �j (� �L / �� k 5\ \ �\ ^a Y �. 24 L.i� AS BOG . I._ LG . V \\ % iO c, •JIB k ` 4% DITCH A5 REQUIRED bp, R /,3, "% I pp USE: OFFICE/WAREHOUSE / / EX. Mil 35 �'ONED: I" 1-1 `' / N/F SPAHR METRIC,, ING.pftx,dct)qbO./� �T35 3�� r'rs T�p�R \ EX. TOP= 129.52 -- \ '� _ /F SPAHR METRIC !NC, .,� EX. INV.= 119.65 (b° our) PIN: 43-Iq-44 1y USE: VACANT ZONED: M-1 PIN: 43-1a-4--1 ' *Ll#e � �i\� EX. INV.= 119.9b (8 IN FP 35A) J[ I USE: OFF ICE/WAREHOUSE - `�� '� / ,y �� I EX. INV.= 121.65 (b" IN FR 36) / E `• 4" LAT. INV.= 120.b3 (GORE DRILL) (ZONED: M-1 PIN: 43-IQ 46 NOTE, AD.{U5TEx. LA�KEVIEW FH A5 REQUIRED � (3 CIRCLE I y\ / `� I I / � I I � � / 4000, / /I / I � E 8 5 LEGEND DD �� DIVERSION DIKE CONSTRUCTION ENTRANCE GIP CULVERT INLET PROTECTION OP ® CULVERT OUTLET PROTECTION LAND6CAFE LEGEND SYMBOL NAME QTY. SIZE SPACING RED MAPLE 69 2" CAL. AS SHOWN BLUE HOLLY -I6 36" HT. 4' O.C. W. • 25 • 50 100 SCALE: 1 • Z uj ui z 0 Z w O c\2 rO C4 C\2 It 1 � p �� t0 1 m I Wx �r- Q) W b �, o O � � a a r¢r 7-4 Z` N Q) o p W Ui O z N z z Q Q q Q > u- Lu Q- O O 0 A N N N N M TH 0 MARK D. SMITH �N7o.022837 (r' A `�IONAL U _! CD w Q � P4 �z O ac P E--i E+ U)z HQ Qo 1-4 z 04 Q p�Dq pbq U �0 Z w �w ao �� Z a 0 DATE: JAN. 21, 2004 SCALE: 1" = 50' DESIGNED BY: AS JOB NO. 2342M SHEET 6 OF 7 STONE CONSTRUCTION ENTRANCE 7D' MIN. A EXISTING 3. PAVEMEIYT� 5:1 FILTER CLOTH-16" MIN. MOUNTABLE BERM A (OPTK1A11) SIDE ELEVATION DaS7ING GROUND 70' MIN. B WASHRACK 10' MIN. OPTiOAWi 10' MIN. 12' MIN. EXISTING PAVEMENT VDOT /1 I POSMVE DRAINAGE 10' MlN. COURSE AGGREGATE B 70 SEINMENT ilILAPPlNG DEVICE • MUST EXTEND full WlDIH OF INGRESS AND EGRESS PLAN VIEW OPER,T" 12' MIN. 3' MIN. 3- MIN. FILTER CLOTH SECTION A -A 6'-7" REINFORCED CONCRETE DRAIN SPACE SECTION B-B SOURCE.ADAPTED from 1983 Mor land Standards for Soil erosion and Sediment Control, and ;/a. DSWC Plate J..02-1 SILT FENCE CULVERT INLET PROTECTION DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT Flow OPTIONAL STONE COMBINATION 1.0. 1.5' -rt• h� FLOW 2.5' VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE TO REPLACE SILT FENCE IN " HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC CLASS 1 RIPRAP PLATE. 3.08-1 TEMPORARY DIVERSION DIKE 4.5' min. SOURCE: VA. DSWC PLATE 3.09-1 MINIMUM STORAGE VOLUME AND SEDIMENT STORAGE 67 C.Y./ AC" DRY "STORAGE DEWATERING DEVICE 67 C.Y./ AC. WET STORAGE ern' SEDIMENT CLEANOUT POINT (" WET " STORAGE REDUCED TO 34 C.Y./ ACRE) SOURCE; VA. DSWC PLATE. 3.14-1 1992 DETAILS OF CORRUGATED METAL ANTI -SEEP COLLAR INSTALL COLLAR WITH CORRUIGATIONS VERTICAL COLLAR TO BE OF SAME GAGE AS THE PIPE WITH WHICH IT is USED Ow"NLOUs WELD 1/2' x 2' SLOTTED HOLES FOR 3/9' DIAMETER BOLTS.-�It-I{ 12• MIN. BAND WELD BOTH SIDES SLOTTED HOLES CORRUGATED MEEK CONTINUOUS WELD AT ° CC, SECTION B-8 OF°� a ELEVATION OF UNASSEMBLED COLLAR 3. UNASSEMBLED COLLARS SHALL BE MARKED BY NOTES FOR COLLARS: PAINTING OR TAGGING TO IDENTIFY MATCHING PAIRS. 1. ALL MATERIALS TO BE IN ACCORDANCE WITH 4. THE LAP BETWEEN THE TWO HALF SECTIONS CONSTRUCTION AN, CONSTRUCTION MATERIAL AND BETWEEN THE PIPE AND CONNECTING BAND SPECIFICATIONS. SHALL BE CAULKED WITH ASPHALT MASTIC AT 2. WHEN SPECIFIED oil THE PLANS, COATING OF TIME OF INSTALLATION. COLLARS SHALL BE IN ACCORDANCE WITH 5. EACH COLLAR SHALL BE FURNISHED WITH TWO CONSTRUCTION AND CONSTRUCTION MATERIAL 1/2" DIAMETER RODS WITH STANDARD TANK SPECIFICATIONS. LUGS FOR CONNECTING COLLARS TO PIPE. DETAIL OF HELICAL PIPE ANTI -SEEP COLLAR WELD SIZE AND SPACING OF SLOTTED ANGLE 1i I1 8. WIIDEt/S SHOWN IN � 10 COLLAR OR aE710 A 90' OPENINGS SHALL BE THE SAME AS SHOWN FOR CM COLLAR. NOTE FOR BANDS AND COLLARS: t 1/°' MODIFICATIONS OF THE DETAILS USE RODS AND LUGS TO CLAMP SHOWN MAY BE USED PROVIDING BANDS SECURELY TO PIPE. L 1/8. EQUAL WATERTIGHTNESS IS ` MAINTAINED AND DETAILED .� DRAWINGS ARE SUBMITTED AND t2' MIN. APPROVED BY THE ENGINEER PRIOR s TO DELIVERY. 6WD OF HF1Mu PIPE ISOMETRIC VIEW SH METAL COLLAR SHALL BE CUT TO FT RR COUGATIONS OF HELICAL BAND, AND ROD AND LUG WELDED WITH A CONTINUOUS WIND. NOTE: FOR DETAILS OF FABRICATION DIMENSIONS, MINIMUM GAGES, SLOTTED HOLES, AND NOTES, SEE DETAIL ABOVE. METAL COLLAR TO BE NOTE: TWO OTHER TYPES OF ANTI -SEEP COLLARS ARE: WELDED TO CENTER OF HELICAL PIPE BAND 1. CORRUGATED METAL, SIMILAR TO UPPER, EXCEPT SHOP WELDED TO A SHORT (4FT.) SECTION OF THE PIPE AND CONNECTED WITH CONNECTING BANDS TO THE PIPE. PARTIAL ELEVATION 2. CONCRETE, SIX INCHES THICK FORMED AROUND THE PIPE REF. ENOR. FIELD MANUAL WITH 13 REBAR SPACED 15" HORIZONTALLY AND VERTICALLY. SOURCE: USDA-SCS PLATE. 3.14-13 Stonewall Industrial Park, lots 2b-28 Erosion and Sediment Control Narrative Project Description The purpose of this project is to construct an office/warehouse use building and its associated Improvements on a 12.08 acre site In the Stonewall Industrial Park. Existing Site Conditions The site is currently open space adjacent existing buildings of similar use as the proposed site plan. The site 15 gently sloping and an existing Storm Water Management facility is located in the rear northeastern corner of the 51te. Adjoining Properties The 9Prop property ert land uses are either mixed office/warehouse use or vacant. Existing public roads provide access and utilities to the site. Soils The parent soils in this area are classified as Swimley stilt looms (5cfE3). Erosion Control Measures Hold re -construction meeting on site. p g Install silt fencing and diversion dikes. Install construction entrance with wash rack. Install sediment tra . Glear and grade site,. Install culverts, culvert inlet and outlet protection and check dams. Upon completion of grading, stabilize the site. Temporary Stabilization Temporary stabilization shall be applied to any denuded areas of the site that are not continuously worked within 14 doy5. Permanent Stabilization Permanent erosion control measures include the establk3himent of grass on all surfaces not paved or built upon. Permanent stabilization shall be accomplished in accordance with the seeding schedule below and Section 3.32 of the Virginia Erosion and Sediment Gontrol Handbook. Seeding Schedule I. Topsoil shall be spread of a minimum depth of 4". 2. Pulverized agricultural limestone shall be incorporated into the topsoil at a rate of 12 Ibs per 1,000 5f (2 tons per acre). 3. Fertilize with 10-10-10 at a rate of 23 Ibs per 1,000 sf (1,000 Ib5 per acre). 4. Seed mix consisting of 6-1Y Kentucky 31 Toll Fescue and 35% Red Glover. 5. Straw mulch shall be applied to all seeded areas at a rate of 3.500 Ib5 per acre and anchored with cutback or emulsified osphnit at a rate of 200 gallons per acre. Maintenance Program 1. The contractor shall inspect all erosion and sediment control measures after each rainfall and of least daily during prolonged rainfall. Damaged or deficient areas shall be repaired or replaced immediately. 2. The contractor shall make a daily review of all areas of construction activity to insure erosion control effectiveness. Additional measures shall be installed immediately where deficiencies are found. 3. Sediment shall be removed when the sediment volume reaches one half the height of the trapping device. 4. All required permits and fees to begin land disturbance shall be the re5pon5ibility of the contractor. Erosion and Sediment Control Notes 1. All vegetative, structural erosion, and sediment contrc practices shall be constructed and maintained in accordance with the minin-ium standards and specifications Set forth in the latest edition of the Virt�irlia Erosion and Sediment Gontrol Handbook and Virginia VR 625-02-00 Erosion and Sediment Gontrol Regulations. 2. The contractor shall install the 5111; fence and construction entrance as shown in the plan prior to or as a first step in clearing. 3 Within seven days of reaching final grade, the contractor shall Install permanent stabilization to disturbed areas that are not to be paved or built upon. 4. The contractor will contact the plan approving authority one week prior to the commencement of land disturbing activity and one week prior to final inspection. 5. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation o5 determined by the plan approving authority. 6. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. -7. The contractor is responsible for maintaining drainage of all disturbed areas to sediment control devices at all times. 8. The contractor shall inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs of cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. concrete pad V-6" sq. x 6" deep 4" stone screw type adjustable valve box 7401",in. location marker stone e megalugged ain megalugs megalug :•r ' :•:• i i•S•i •:i:: !!lid thrust block 1 B" to 24" block (for valves 12' and larger) Note: this detail is also used for butterfly valves GATE VALVE Revised Figure 8 Oct 03 6" dia. schedule 40 steel pipe filed with concrete. and painted yellow direction of setting to be approved prior to installation pad V-6" sq. x 6" deep screw type adjustable valve box I�� ,locator marker FIRE HYDRANT ASSEMBLY Figure 9 SDR 35 spigot SDR 35 spigot by R a by gasketed SDR 21 gasketed �. bell 45• bend bell adapter (see note) 2' Fj: 1 h�. f,r :{! 1. •..=.t. ,..., rr>;h d ...+1• {L". C'.,. '!n. ^�. ii2 3' minimum SDR 21 gasketed SDR 35 8"x4" pipe and fittings J SCH bell Wye 7 (asketed see note) solvent ,r weld cop property line �" 18 5' location marker 36" min. cover stone °g a o SgSo gog8°° °°O°Oo°°°OO°°O°O eLrdH<vV; �:•�+° ° oHwy i..t•�••'^' ,.!r_'...,. tI':,w: treated 2'x 4' with top 6" painted green ,rJ s� 4' pipe at 2.00% minimum grade Note: If top of main is greater than 15 ft deep y ' use heavy wall SDR 35 9 concrete cradle if top r• "°' w of main is greater than 15' deep GRAVITY SEWER SERVICE LATERAL Figure 15 R cast iron cleanout cap with brass / plug must be 8• from the top of the screw type adjustable box finished grade square concrete skid pad a 20"A 20'SK 6" deep a• cast iron cleanout cap with brass oho VALCO, Inc plug having a countersunk square Fig. No. 71BOB head Panella Model PA4SV-CSK (4') �C 3 with lid marked "SEWER' SDR 21 - cleanout pipe bottom section of box brick base i� . •�. SDR 35 spigot by SDR 21 gasketed SDR 35 �� '-" ;";`bell adapter `'.:: gasketed bell wye r'�`•: d sanitary see not ":° ' ( e) ... SDR gasketed ;L. 35 sewer main SDR 21 :, '+:•< • '<. bell 45° bend 6" stone bedding NOTE : If top of sewer main is greater than 15' deep, then wye and bend to be heavy wall SDR35. SEWER CLEANOUT Figure 17 Revised Oct 03 CD Z W W Z Wc\ 0 CD In Co a) ' co I C\2 Co,0 to C\J a � �D to I rn Zx inC\1 W � b4-1 UJ G 4 O 0� a LO a)r N a) Iyl ktv 9 W GL TH op -- r MARK D. MITH No.022837 L'�,tONAL UJ x a E-+ > c� t� W E- q �:D �Q C0 �D C:)O CO Q r -A O 4 > b F-+1 h•��I � W � Q Z o Z 0 F DATE: JAN. 21, 2004 SCALE: N/A DESIGNED BY: AS JOB NO. 2342M SHEET 7 OF 7 a Q N N 0 co 0 0 N 00 N co m J m W a a J W a a� U) c� w 0 z w w z 0 z c� a W 3 0 N d' M. I, m U N/F `BETTY M�KOWN 1___�NO�� Ti G � • t),5E: VACANT ZONED: M-I PIN: 43-A-65 �N/FGO USE: VACANT PIN: 45-A-1 S 726 - - _ FiR �20 i _ - Q 724 - ASSEMBLY 122 2\Q F��8- FIRE f INE 23 ,.�,.,� ., ..,,..:. .r...Fw,. . 42 MIN. G,OVER '"' _ _ ---- -._ ` . ` 1. 0. n : W�..._. ,. �,q.,,n,ti• ,., ... w _ _ - _ _ ~ EXI5TIN6 RE61ONAL 724 - ..�,,,ti, • STORM WATER MANAGEMENT +-- FACILITY EP -/.. _-- __ - -- -- 0 ti �-- r B/11 LF(RD(_� - 15'xI0'-_CONCRETE-DUMP5T - - _ _ - - - - - - - -_ _ .- - - - - - - - - - ----�._---. ._-_- _.- _ - - ----- - - - - ---- - --PAD W/ BOARD ON BOAR _. _. _ - - - - - t ,t --FENCE_ - t- - - - - r - -- - - - - - - - - - - - -. - - - - - - - _ _ _� 1 ._ L_ - -- .. _ - - - - _ - - - _ ,r ... _ ... - - - - - -- - - - I - - __ _.. - -_-- P 10' I PROPOSED: I STORY WAREHOUSE \ _- `___ - I STORY OFFICE �� - - - ll' > / I f WAREHOUSE = 14,526 5F 11 cv -_.-_ _---- _ z O / OFFICE_ 6600 SF / F.F. ELEV. = 7 2.00 ' BLDG. HT.= 35 FEET \ _�_..__ _ N Lu W 1 / / __ _/ �fl _ �' +Oo 12'xl2' PUMP HOU�F 1-0 CONTAIN FIRELINE METER 4 BACKFLOW W s PREVENTION DEVIGE W/ METER INTERFAGE UN)T TO TRANSMIT READINGS / lL PER FGSA 5PEGS.)ti 'AND 1500 GPM @ 100 PSI tLECTRIG PUMP. / N- W 702.0' tll--- \ 8" FIRE LINE v Q - -� 8" POST INDICATOR A VE m / --y . T I" WATER SERVICE (TO,�BE VERIFIED BY PLUMBER) 32 / (Y v .777T— v — K _. ►v - . w -- K M ri — ►4 K _— i1. — w _vt / --x_ ..._ _ _ 2/ —..% GRASS W� w \ 30 'J� WW END PROP OFF I GE / I _ 1 -O 8 HATE NE. B j_. _ ( _. 5 GONG 5/W ° - - - 11 W + FIRE DEPT. CONNtCTION�+ 42 MIN. COti% R._ _: - _O -- -_ -6 s, -_ t N n p� - -- - E o __.�_ - ----- w_. w_ w mow' -- 45° ROGATED W/M \ .0 _ 5° BEN PROP. 20' BEND.. / O 2p �E - NIL ESMT. „ - to PROP. 8 .W/L. A 42 �MIN.__BURY � , 4 GURB OPENING 2� - a 2 ,fit` PROR. 4*. 5 LA1 ;. 14 cA I ----------------- -_ 2' CURB OPENING -.. _. .APPROX..END X._..811 h/-� T -- --- - -- -_ ---- --- _` \\ 728 q� . I j WATER LINE STUB A� NDON EX: _PC3RTIL�N .._ �` , ''\ = —• 2a- ; 72 F - -124 EX. 5At 1. LAT. 46 I fil _ W x CIS - EX MH 3(b I EX. TOP= 732.28 EX. 12 x8 TEE, EX. INV=724.g2 EX. 8 GATE VALVE G ` _ t SO ,N NOTE: EXISTING POWER POLES AND GUY WIRES TO BE ADJUSTED AS REGU I RED • 15 • 30 •• 601 7-35 N/F SPAHR METRIC, INC. 3$0 �Nc� USE: OFF I GE/WAREHOUSE 1044 ZONED: M-I N: 43- q-46) NOTE: ADJU5TE 2 FH AS REQUIRED y �. 10' STORM DRAINAGE / I"X4"X4'-8' SLATS, 2-FIN15H NAIL AT TOF AND BOTTOM 2'X4'X4' BEAMS- TOE NAIL TO f 4"X4"XW POSTS 175" r NOTES; _ I. PRE5ERVATIVE STAIN ON ALL WOOD. ' COLOR TO MATCH THAT OF BLDG, 2. FINI5HED 51DE OF FENCE 514ALL FACE m ADJOINING PROPERTY, IF APPLICABLE. COMPACTED GRAVEL WOOD FENCE DETAIL FOR 1_-)UMP5TER ENGLO5UfRE NOT TO SCALE N/F N , % TOAN. AND ASSOC-1. LTD. USE: HAREHOUSE ZONED: M- ,/ PIN: 43-Ici-3e) FIRE YDR NT ASSE BLY i U) Y / J / / / =a �k X ./ G-� s ' 40' - DOUBLE 24' RG0 0 0.55Y. / INV IN=422.20 INV OUT=722.00 DITCH AS REQUIRED EX. MH 35 EX. TOP= 72q.52 EX. INV.= 7111.65 W' OUT) EX. INV.= 71q.Q6 (W IN FIR 35A) EX. INV.= 721.65 (W IN FR 36) 4" LAT. INV.= 720.63 (GORE DRILL) Dt-dumppad PAVING SCHEDULE 2" 5M-12.5A 6" BM-25.0 6" 21-8 BASE STONE 1%2" SM-12.5A 3" BM-25.0 8" 21-8 BASE STONE 2" SM-12.5A 8" 21-B BASE STONE WIRE MESH REINFORCING V.D.O.T. ROAD AND BRIDGE STANDARDS 5ECTiON 301-04 GLASS A-3 CONCRETE 6" 5A5E 21-4, COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT, VDOT VTM-I METHOD) TR 5�4 (NOT TO SCALE) Z cc W W Z WC\2 0 ,ID ,- a' Q ed r, . Q') 00, a'-I to CO LO Zx �> 1 rn c I Lnc\2 ui b 4 W 4 In E- t` O O y I~ w v� O 5� w Ix z W z Q LL > W Q N N m TH OF MARK D. SMITH v No.022837 Ov . _ ONAL _ U J (1) w 0 a �> O Q Ems.. Qcl) �:D O (D u O wC ZQ V1 cj � O Z 0 DATE: JAN. 21, 2004 SCALE: C=30' DESIGNED BY: AS JOB N0. 2342M SHEET 3 OF 7 i OA-111 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 h GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB h GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAJNAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PAREILEI- TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 4' I 2'Tt 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. A ., Q. � q.. a •p• .•.• � D The bottom of the curb and gutter may be constructed 2'-0" parallel to the elope of subbase course. provided a minimum depth of 7' Is aintained. This area may be cornets REFERENCE COMBINATION 6" CURB & GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 CC-11 ♦ XXStreet approach same (radius to be ae yTalTt A surfacing oe mainline shown --plane) -T roadway (Reodius to to be as ha- plane) Radial bin.tl.n 2' CA STD 00-12 J aura and gutter `t✓// t•+t B (st'd. CG-6) C SDENALK B I LS I Optional Flow Une 6" omc: ta(H.E.S. u . -2- Exponsion ----- I ! ---- Joint Expansion Joint A J . SECTION C-C Note: Width 'B' 2'-0" or a• Mainline roadway shown on typical section. PLAN VIEW 10' Parabolic Curn ®Construct Grade changes with a parabolic curve. Edge of shoulder 6X Max. �D a Optbnd Flow Une ,I Slope Chan When St'd. CG-11 le used for enirarwea built In conl'I Lon with VOOT project, phase Mainline Roadway note the following: 8% Max_ Stope Change '-�---._-- ® ----- XXMairdine pavement shag be constructed D to the R/W Ane (except any subgroda 40' Min. for Street Connection stabilization required for malrdin, pavement which con be omitted In 20' Desirable for Commercial Entr, the er t-o.) s' Min. SECTION A - A A al curb and gutter h l not beUm and gutter droll not be coneWcted beyond the R/W tine except far Guidelines for Grade Change D repiacernent pu pose. When used In conjunction with standard Entrance Volurm Desirable MOKIMU CG-3 or CG-7, the curb fore on this Standard 1s to be adjusted to match the High (mom than 1500 VPD) 0 % 3 X mountable curb conllqurauan . an See Standard CG-12 for Curb Ramp design Medium •500-1500 VPO ! 3 X 8 X to be used with this Standard. Low (lees than 500 VPO) ! 6 X 8 X ® When the entronc. radg cannot accommodate the turning requirements of anticipated heavy truck traffic, consideration should be given to increasing the depth of adjacent proposed sidwwotk to 7 Inches. X Optional flowlka may be used for entr.-. In cut sections. Optional fbwlin , may require worpirp of a portion of gutter to preclude pondlnq of water. SPECIFICATION METHOD TREATMENT REFERENCE OF - CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 GG-,2A PERMISSIBLE -+n 8'-0' 4'-0' CONSTRUCTION i /5 DOWELS, 8- LONG BACK OF L JOINT -q'_0 - O 12 C-C CURB 12:1 MAX. /-48:1 4' KIN. 20:1 s vl 2' - SECTION A -A 0:1 10:1 MIN. O L NA7t. I.M. CD PERMISSfBLE U z' U TANGENT PLAN JJOINTSTaucra" TRUNCATED DOMES �_-- A SECTION B-8 A a' SOLW,E UVONG � AREA pI1SIDE of � TRAVELWAY S, �35 4" Af/ly OE PROVIDED worm ME MARKED CROSSWNX AREA 4, ' MIN. MIN' 10:1 MAX. 10:1 MAX' r ALTERATIONS TYPICAL PLACEMENT n TYPICJ PLACEMENT AT INTERSECTION II AT INTERSECTION WITHIN CROSSWALK DIAGONAL VARIATION WITHIN CROSSWALK (WITH BUFFER STRIP) + THIS DESIGN TO BE USED WITH CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (449" WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. NOTES: DNA. 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) Mite SUP RESISTANT INTEGRA. 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 WAY 8E USED DA. WITH THE APPROVAL OF THE ENGINEER. 2. THE DETECTABLE WARMING SHAM 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 SFWl BE A DETAIL CONTRASTING COLOR WITH THE ADJACENT SURFACES (AO•IACENT SURFACES INCLUDING FLARED SIDES). OR FEDERAL. TRUNCATED DOMES SAFETY YELLOW 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOUTHICALLY WITH RAMP FLOOR OR BY USING PERWSSABLE CONSTRUCTION JOUNT WITH REQUIRED BARS. -2i6' C-C 4. IF RAMP FLOOR IS PRCAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES O O O 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 5. REQUIRED BARS ARE TO BE NO. 5 X 8' PLACED V CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FLOOR, MID -DEPTH OF RAMP FLOOR, MINIMUM CONCRETE COVER 1 }', S. CURB/CURB AND GUTTER SLOPE TRANSITIONS AAVCERT TO CURB RAMP" ARE INCLUDED IN PAYMENT 000000000000000 FOR CURB/CURB AND CUTTER. 2)6' C-C O O O O O O O O O O O O O O O q 7, CURB RAMPS ARE TO 8E LOCATED AS SHOWN ON THE PANS OR AS gRESTED BY THE ENGINEER- THEY ARE TO 000000000000000 r BE PROMOED AT INTERSECTIONS WHENEVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT-OF-WAY OF A HIGHWAY 0 00000000000 000 FACILITY CROSSES A CURB REGUAROLESS OF WHETHER SDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY 000000000000000 MUST BE LOCATED WITHIN PEDESTRIAN CROSSIVALXS AS SHOWN ON PANS OR AS DIRECTED BY THE ENGINEER, 000000000000000, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP 000000000000000 INLETS, ETC. ACCMBIE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SUP RESISTANT PATH CONNECTING ALL ACCES5IBLE ELEMENTS OF A FACILITY THAT CAN BE APROACHED. ENTERED, AID VARIABLE USED BY PEDESTRIANS. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED PAY UNITS WITHIN THE UM ITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS DETECTABLE WARNING PERPENDICULAR TO THE CURB. DETAIL 9. TYPICAL CONCRETE SIDEWALK IS 4' THICK. WHEN THE ENTRANCE RADII CANNOT ACCONOCIATE THE TURNING REQUIRENDI S OF ANTICIPATEO HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALIK DEPTH SHOULD BE INCREASED SHEET I OF 3 TO 7'. CG-12 DETECTABLE WARNING SURFACE S'RE REV.1/04 TYPE A (PERPENDICULAR) APPLICATION 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION NOTE: EXISTING POWER POLES AND GUY WIRES TO BE ADJUSTED AS REQUIRED A L DETAIL 1 SECTION A -A SECTION B-B A L DETAIL 2 SECTION A -A DETAIL 3 � re�A A• A... Auw•w��I��e1� `WTI �•��. SECTIONGeotextile Fabric NOTES: 1. FOR pMt71510N S 6 TO OOVETWT THE PIMTECf10H THE LANE / ICE aurwE THE aRANWNEI. WmH (w). EL WIDTH (W)- 2. ON ANY SECONDYTY ROADS NSTALLATKA REpUfeNG EAOSADN CONTROL. MW WHERE No ENDWALL OR ENDSECfpN IS SPECIFIED ONPLANS, CONSTRUCTION IS TO BE IN ACCORDANCE W1M DETAIL 2 SHOWN ABOVE. 3. GEOTDnsE FASM TO BE L15TAUID UNCER ALL EAOSON CONTROL STONE iN ACCORD44CE WITH THE SPECIFICATIONS. 4. S : DIIAEIER OF CIRCULAR CULVERT OR SPA" FOR BOX, ELLIPTICAL OR CULVERT. H DIAMETER OF CIRCULAR OR WSE/HDGHT FOR BGK G.UKIC L OR CULVERT. S•USE TYPICAL SECTION SHOWN ON PLAN" OR FOR SIDE SLOPE, DOTT WIDTH AND DEPTH OF CHANNEL, WATCH EXISTING DITCH OR NATURAL GROUND. EC-1 MIN. DEP 'D' Class I Close II 3' SPECIFICATION REFERENCE STONE FOR EROSION CONTRO/ VIRGINIA DEPARTMENT 245 204, 303 of 414 TRANSPORTATION 1 14.01 14 86 `moo\ /r3s END -SECTION '-60" PIPE ALTERNATE END -SECTION 12% - 60" PIPE L HAb end on a" ond- bom Hib and on out* w4-swctwru R intlan Spigot end on mist W-wct- X X I Concrete to be .----- Concrete to be 4000 PSI Min. 4000 PSI Min. PLAN C B- M f SECTION X-X END -SECTION DIMENSIONS DRAM. A 8 C D E 12" 4' 2'-0" 2'-0" 4'-0' 2'-0' 15" 6' 2'-3" 1'-9" 4 -0 2 -6 18 9 2 -3 1 -9 4 -0 3 -0 24' 9 1/2" 3'-7' 2'-6" W-1" 4'-0' W. V-0' 4'-6" l'-7 3/4' W-1 3/4' 5'-0 36' V-3' 5'-3' 2'-10 3/4 W-1 3/4 6'-0" 42' 1'-9' 5-3 Z -11 8 -2 6 -6 48" 2-0 6'-0" 2'-2" 8'-2" 7 -0 54' 2'-J' g'_5 2'-9 1/4' 8'-2 1/4' 7'-6' 60' 2'-1 PAYDUNE- SECTION X-X END -SECTION DIMENSIONS DIAM. A B C 0 E 12' 4" 2'-0' 4'-1" 6'-1' 2'-0' 15" 6' 2'-3" 3'-10' • '_ • '_ 6-1 3-0 21' 9' 2'-11" 3 -2 6'-1' 3'-6" q" 10 3 -7 2 -8 6 -3 4 -0 27" 10 1 2 4 -0 2' t 1 2" W-1 1/2' -6 • 1'-0' 4'-8 1'-7 3/4' 6--I 3/4' 5'-0" 33 V-1 1 2' 4'-10 I 3'-J 1/4' 6'- 1 3/4' 5'-6" 36" 1 -3 5 -3 2'-10 3/4 e'-1 3/4' 6 -0 5'-3' 2 -1 I 8'-2- 6-6 Q. 2'-0' 6'-C' 2'-2' 8 -2 7 -0 54" 2'-3' '_ • 2'-11' 8 -4 T-6" 60, 2- V 5'-0' 3'-3" 8'-3' 8'-0" S --PAY UNE TTR of PIPE NOTE: Pipe "the shorn on plans ale based on End -Section design shown on the left. If the contractor dear Culvert to use the alternate design darn on -- --- IM right, WiNths will be reduced by the difference in dimension '0". SLOPE DETAIL sKanCAN FLARED END -SECTIONS FOR 12"- 60"CONCRETE PIPE CULVERTS VIRGINIA DEPARTMENT 302 of TRANSPORTATION 1o2.D1 mry� N/F ALBAN TRAG TO R USE: OFF I GE/LIAR EHOUSE ZONED • M PIN: 45-IC-1-45 ' ✓ ' rn-- - - o ` \ 100, 1 + .73� PROPOSED �(n, I WAREHOU �m- 41 r Ii o 14,600 SF (W'A� 400 SF (OF EX. 5" CAP d THRUST�` �m �`/ O TOTAL 1S0( � ` ^•.:,,lam\ `�, � �'+,,� \ � ; © � "!/\ 'P �'y \ \ \ \ PAVI N6 SGHEDULE 2" 5M-12.5A 6" BM-25.0 (b" 21-5 BASE STONE Ii2" 5M-12.5A 3" BM-25.0 8" 21-B BASE STONE 2" SM-12.5A W 21-B BASE STONE i�•�4s�•�--ffil•��.•�s�•��•��we ow EX. 12"x8 TEE, EX. 8" GATE \/ALVE \I STORM AINA( N /�PROF EX. AN. I LE3R A550c,- LLG. JSE : OFF I GE/WAREHOUSE ZONED: M-I PIN: 45-Iq-44 T 10 t M `./ z�- z a: _r W z Q CD - - - LLJ _. O tf� 00 I CQ 't ``Q) Cd I CDC\2 1 "" OA CD � 0) I � CQ to CQ W I W Q t1) I Cr. C] to - Q1 01 d0 i�4 � G � ti I `J W z W W I � •Q I- Q [L W Q- W A Q \, r (LL o 0 0 I Q m ra I N N J I ULU__f,TH OF �, W L MARK D. SMITH v `Ya\ No. 022837 LU INDICATOR VALE ZONAL OF,FIGE I FF=_73.OG BUILDING ff. = 35' Q -g,- I , y 4 fit, 114.7 7 VALVE_ _ _ _ \_ •_�' 8� � S' _ 1 Q . 1► _.: _ _ V ._ O 3 I WATER SERVIdE O F PROP --51GN - Q - - + - PROP:_4._ A .-_LAT. z +... �2 - iT0 BE \/ERIEIED 20' _ - _ 3�� - BY PLUMBER) L t lfl i ' � --- - ��\off � _.'"•• ._..... ° �:-_ . _ R= 50' � (� \, � ` � � i o 0 °`00 32 3 �' j -� b FH Q0 2' CURB OP NI IF e_4 3 - Q co � OU V 1 !co 4 - - -- - -- EG I �D 2' GURE3 f �3 N% _ 0 �Q y=>'OPENING A r r i Gp 4 w ' Z � 4` 3dooms, I Q 3' HIGH, BERM / \30� - " - r \�N 5 V �• (0 I _ 0 � • N/F SPAHR METRI G, I NG. I ,�-` � USE: �1AGANT .BONED: M-I SIN: 43-IG{-4� I DATE: JAR. 21, 2004 IS1,1` '�4' SCALE: 1"=30' LAKEVIEN G I R�1� 50 15 0 30 60 I DESIGNED BY: AS dom JOB NO. 2342M SCALE: I" = 30' I SHEET 4 OF 7 D4-11) ( � \ N/F B'ETTY M�KOWN ��' i'OuSE: �AGANT .� GITUSE: ZONED: M- I FIN: 43—,N/LENOlq —C �? VAGANT PIN: 4__I E�1211LLI -126 - _ FIR - -120 _ r W ,o, Q 8" FIRE NINE 3Q -124 - _ 55EMBLY -122 1/ Z 42" MIN. OVER . „ , �,A�..-..-.`^ - 724 _ _ _ "." ..��.,._ \ _. "`"`-^�...�^-^..�......�...,-�..�..,.1... _ '- `` . EX15T1N6 RE610NAL � � � r ` • STORM WATER MANAIE'MENT - —� � FACILITY I\ 15'x10' GONGRETE-DUMPST .. - _. - _ _ \ PAD W/ BOARD ON BOAR - _ _ ` - `1 �'\ '/i 'G •� � co cn Ln _ - - - \ 51 1 r• ,`Z I rn - FENGE •.\ � I -_ - _ .- _ �- 1 - - \ _ 10, STORM DRAINAGE -. � _ ESMT - / � y ., x 0 cat � � I- _. , _ _ _ _ � � ` \y i ! _ 1 _ �\may NLo '•., � Lu rA � � o O I_ _ _ _ 5 Dxd 4 EN ,` " ( I CO-) Ln OI Vl Vl 1 1 •. t In I'X4"X4'-8' SLATS, 2_FINISW NAIL ATY ril- T! (u >' TOP AND BOTTOM 2'X<'X4' BEAMS, TOE NAIL TO POST w �n ' \ I 4"X4"XV POSTS .� \ - I15' \ ' 10 �� / NOTES: I. PRESERVATIVE STAIN ON ALL WOOD. " Z O F- z Z �( COLOR TO MATCH THAT OF BLDG. 2. FINISHED SIDE OF FENCE SHALL FACE M ADJOINING PROPERTY, IF APPLICABLE. � „,� 0 Ul � W � Z LU I � (� COMPACTED GRAVEL WOOD FENCE DETAIL fZ v o PROPOSED: I STORY WAREHOUSE 7 00 \ _ / l i / FOR DUMP5To R ENGL05URE SCALE 1-- I STORY OFFICE \\ � �� w� // / k, , LL jL WAREHOUSE = 14Q,526 SF \ 1 \ cv - O / t / � W uj OFFIGE= 6b00 SF \ 1 \� Q / r / / %N/FCL Ui - I F.F. ELEV.= �52.00 HT.= 55 BEET 1 1 1 \ LL / \ !/' NJ /' TOAN AND A550G.LTD.BLDG. Ho' �r Lf) p USE: WAREHOUSE Q 1 � cv cv m ! \ / ' / / ' ZONED: M-1 � \\ \ _ r/ J /I /l / r� PIN: 43-1ci-5g LTH OFL f�� O 111 I \, 1 �, /: >-o r /l l MARK D. SMITH Lu \ 1 / No.022837 12'xl2' PUMP HOUR TO GONTAIN FIRELINE METER 4 BAGKFLOW +00 LU c PREVENTION DEVIL W/ METER INTERFAGE UNIT TO TRANSMIT READINGS ONAL Lu (PER FGSA SPEGS.)�ND 1500 GPM @ 100 PSI'ELEGTRIG PUMP. N ,' z j / BOLLARDS / �J ( �• \ \-702.0' ; � �fl O / / / FIRE YDR NT / / A55E Z v 5" FIRE LINE = Q BLY / J I" WATER 5ERVIGE (TO\BE VERIFIED BY PLUMBER) 32Q 8" P05T INDIGATOR� �E - " � � W ' - _►, _—_m- _K ---►, v — —.r�— — i� — N . — �. N r --.w '—►, -—w —w —� ►, END "'� GRASS \ Q /„ -r \ 3Q PROP. OFFIGE> - /l l P��IN� SCHEDULE _ O 8 WATER"`l E_ B 42" MIN. GOVER,..Lu 5' GONG. 5/Wo1O +RE DEPT. GONNt-GTION + + IF - G 6 / pFF -752.00 =r .� = r �� 2 SM-12.5A , .•� � - \ - � � 30�. 9 � f _ \ _ � - � _ / �;�' cry 6' BM-25.0 • , , -� R�OGATEI7 W/Nl \ . \ _ O _ 22r2 / _ _ - -" _ �� '� 5° BEN P. OP. S; GN,- r1 1 / / ra \ PROP. 20' . \` \.. �' _ W%L_ ESMT. \ _ m _ - a _ BEND /.. 2 -. \ _ 30 _ _ a �QC� / a \ d O �// - Q _ - 2 / l l 11 6" 21-B BASE STONE PROP. 8 W/L A 42 �M I N._ BURY R(,ti _ ,; _ 4 GURB / P L PROP. AT R �-5 / 2 - A I SM 12 5 .. / V OPENING GOI�� / r •, aco � 2' G_URB OPENING `, `� / --APPR�JX: 1D X. 8" C.._.. 728 i \ 1 I l 6 8" 21-B BASE STONE w Z , Q Co Q O - ---- I - WATER LINE STUB F F' A6 NDON EX: - RT14N_..._ ` - -_ ; - ' ..- " :t 2°` I - rl / / 1 ► ,'7 Q < O U �, -_ - \ � 1 '^ 2 5M I2.5A �D cl - - - j - - -- -- -_ - -- ` _; . SAPH. L. AT--=--- kS) l ►l 8" SE STONE Z W _s G/, W l44,� - - _ E5 So \ /2 �' 6 21-B BASE STONE Fx. � N / 40' - D UBLE Q .� ` I :... ,�,; �. r � ,.` - r� .. ",. - / ,,, oj0'` �, - Nj, 2 24" Rum o O 5% INV IN=122.20 INV OUT=�"i22.00 O EX, MH 56" F / ,,, _ 0 \ 9 WIRE MESH REINFORCING V.D.O.T. ROAD AND BRIDGE STANDARDS SECTION 30104 I EX. 12"x8" TEE, EX. TOP= -132.28 „EX. INV=724.a2 EX, 8 GATE VALVE C t ' ',`= i _ - = O �� 0 1=1 i �4 .'• +;'� + GLASS A-3 CONCRETE T E E p IO Y pp DITCH AS REQUIRED 6 BASE 21-A COMPACTED SUBGRADE 6 0 L ��%' �2�4 a " ✓,r. � yT g 2. EX. MH 35 (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE DATE: JAN. 21, 2004 NOTE. EXISTING POWER POLES AND , I �� •O•- �� 3S �. T,4 - �� EX. TOP= 72a.52 CONTENT VDOT VTM-1 M T E NOD) GUY WIRES TO BE ADJUSTED AS N/F SPAHR METRIC, � 10 �• ING. i( DUST�- ` 3sO�'g/vc . �� EX. INV.= 7Iq.65 (8" OUT) EX. INV.= 71cf.C16 (a" IN FIR 35A) SCALE: i"=30' REQUIRED /O , USE: OFF I GE/WAREHOUSE y'D Map/g�INV.= EX. INV.= 721.65 (8 IN FR 36) -120.65 (GORE T�45� DUMF5TE� PAD DESIGNED BY: AS I50 15 0 30 60 ZONED: I " I }�,� - 1 P I N : 4 3 - 1 q - 4 6 NOTE: ADJUST EX. �` �' FH AS REQUIRED DRILL) (NOT TO SCALE JOB N0. 2342M I / Dt-dumppad SCALE: I" = 30' SHEET 3 OF 7 NOTES: I. THIS REM MAY BE PRECAST OR CAST IN PLACE 2. CONCRETE TO BE CUSS A3 IF GIST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB 6 CURER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB h GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND t,'l7TTER SFle1.L BE CONSTRUCTED PAROIEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 4� I 2'R 5. CURB TO BE USED WHEN DESIGN SPEED IS 4 O IS 0 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS N DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-7 IS REQUIRED. ... Oa ' Is .. ...:. , ..... .-0 • p �.. . D .• p The bottom of the curb and gutter may be conwiruwte 2'-0' parallel to the slap. of .0 *- course. provided a mInmum depth of 7' is m.intained. This arse may be —et. WIN. EC-1 b' Class I Gass II 3' RUERIENCE COMBINATION 6" CURB & GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION (rodipe to be o. W.. on Plans) 0011 tiro 00-12 4' sOCVV" ALlb XX Street approach Lams .urfackn w main.ne ro d—y (Rodlus to be a. L 4 .. shown on plan.) Close A3 (H Canc.et. orlon Jortd Nab: Wdth T3- 2'-0' w as Mainline -dsoy .thorn on typical section. PLAN VIEW SECTION C-C 10' Porobolic Carve ® Construct Grade changes with a purobolic curve. Edge or shwldw ex 11ox. ® or Optional Flow LM ell Slops Chan _ D O . usedforof antra- built lW- 1A1undt with pr i/alnline Roca-, nale (lee fdbwlrp: ex 11 gaps Clang. ® X1111a"ne pa+smenl .hall be cunstmcte D to the R/W I- (sxc.pt ony subirod. 40' Yih. /or $crest Co"nectIon stobllwtlb requ Wed for malNh. pavem con b. omittedIn 20' OseYaDle for Ent'. �') 5' Kin. SECTION A - A e Radial awb or combination cab I notw elan not and gvttr wn.wcte bryond the R/W line except far Guidelines for Grade Change D rwp'awnw1 purposse. When used 1. can)uncu- with et.r ks Erhtrarhw Val— Desirous Mohd-m CG-3 or CC-7. the curb raw on this Standard 1. to M odAhste b match The t. High (more than 1500 VPD) O X 3 x mountable curb oonflguraUo U.S.. •500-1500 WO ! J x e x See Standard 00-12 W Cab Romp design to be used with this Standard. Los (lase thin No VPO) ! 6 x e x ® When the wtnance nA cannot ocoommodats, the b Ing requlnmenb of onvolpote heavy UmcN traffic, consideration should bs given to Indreoelny the depth w of ad)ont prope os sld.w & to 7 1 1. X Optional fbwihe my be used for snI--$ in cut sections. Optional flowtehe may requln warping of a portion of gutter to preclud. pondirp of water. REREFER�ECE METHOD OF TREATMENT — CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMER OF TRANSPORTATION 20J.0{ CG-1zA A CONESSIBLE RUC ON -1 /5 DOWELS, B• LONG e'-0• 4'-0• L JOINT 4'� 0 12' C-C BACK OF CURB 12.1 MAIL 48:1 MAX. MIN 20.' e OLX\ z' SECTION A -A 1MiN.IIEIIEB, L —z8 TANGENT PLAN ADD" MES A SECTION B-B MA�R4FiSGUARE A OUWE1OF I a' SKALL 4' BiE PROVIRAYUNADED WITHIN V Allm THE MARNCD CROSSeMX AREA S = � 4, M ' M 10:1 MAX. 1p,1 YADL ALTERATIONS TYPICAL PLACEMENT nn TYPICArP7CLENT AT INTERSECTION II AT INTERSECTION WITHIN CROSSWALK DIAGONAL VARIATION WITHIN CROSSWALK (WITH BUFFER STRIP) + THIS DESIGN TO BE USED WITH 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. M NOTES: r DNA. 1. DETECTABLE WARNING TO BE CLASS WIN A-3 CONCRETE (CLASS A-4 IF PWSUP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT N LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING WAY BE USED I --� I-%- Du. WITH THE APPROVAL OF THE ENGINEER. 2. THE DETECTABLE WARNING SMALL BE PRONGED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED TRUNCATED DOME IF CAST -IN -PLACE OR PRECAST IN TOP SURFACE. 80 RFACE. THE COLOR OF THE DETECTABLE WANC SECTION SHALL BE A DETAIL CONTRASTING COLOR WITH THE ADUCENT SURFACES (AD4CENT SURFACES INCLUDING FLARED SIDES). OR FEDERAL TRUNCATED DOMES SAFETY YELLOW 3. SLOPING SIDES OF CURBS RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR By USING PE MISSABLE OONSTRl1CDON JOUNT WITH REQUIRED BARS. 2T(- C C 4. IF RAMP FLOOR R PRCAST, NOTES MUST BE PROVIDED FOR OOAQ BINS 50 TVNT ADJURING FLARED SIDES O O O CAN BE CAST N PLACE AFTER PLACEMENT OF PREfAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 0000000000000 S. REQUIRED BARS ARE TO BE NO. 5 X 8' PLACED V CENTER TO OEM RANG BOTH SIDES OF THE RAMP O O O O O O O O O O O O O O FLOOR, LID-OEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1l". e. CUB TARCUB/CURB AO TER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FOR CURB/CURB AND GUTTER 2%' C-C O O O 0 O 0 0 0 O O O 0 0 O 0 4 7. CURB RAMPS ARE TO BE LOCATED AS 940VM ON THE PLANS OR AS OREM BY THE ENGINEER. THEY ARE TO 000000000000000 Tv BE PROVIDED AT MERSECTIONS WFIENEYER AN ACCEAIE.E ROUTE WITHIN THE I6GNT-OF-WAY OF A HGNWAY 000000000000000 FACILITY CROSSES A CURB REGUARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY 000000000000000 MUST BE LOCATED WTIRI PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGIEER, 00 0 000 000000000 AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES' EXISTING LIGHT POLES, FIRE HYDRANTS. DROP 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 INLETS ' ETC' ACCESSIBLE ROUTES PROVIOE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APROA01E0. ENTERED, ARID USED BY PEDESTRIANS. I- 4Y 8. RAMPS WAY BE TANGENTIAL ON RADIAL OR TANGSECTIONS PROVIDED THAT THE CURB OPENING IS PACED PAY UNITS 8. THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS DETECTABLE WARNING PERPENDICIIAR TO THE CURB. DETAIL I. TYPICAL CONCRETE SIDEWALK 15 4' MID(. WHEN TIRE ENTRARCE RADII CANNOT ACCOMODATE THE TINNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE S%VAUC DEPTH SHOULD BE INCREASED SHEET I OF 3 TO 7'. CG-12 DETECTABLE WARNING SURFACE �`� REY.1/04 TYPE A (PERPENDICULAR APPLICATION >;g 203.05 _ VIRGINIA DEPARTMENT OF TRANS RTATION NOTE: EXISTING POWER POLES AND GUY WIRES TO BE ADJUSTED AS REQUIRED END -SECTION '-60" PIPE ALTERNATE END -SECTION 1 A - 60" PIPE - L' NO end on o" end ti.. Hub end on outlet erhd-s.ctiore Spigot end an Intel end- Spigot and on nil W-wct;ora ( x x fX Concrete to be •- ---- J Concrete to be -- - 4000 PSI Min. 4000 PSI Min. PI AN PLAN END -SECTION DIMENSIONS DUAL. A B C 0 E 12' 4• 2'-0' 2'-0• 4'-0" 2'-0' 15' 6' 2'-3• 1'-9' 4'-0' 2 -6 18 9 2'-3'- 7 -9 --4'--0 -0 24• 9 1/2- J'-7• 2'-6- 6'-1• 4'-0' M. V-0" 4'-6' V-7 3/4' 6'-I 3/4' S -0 J6' 1 V-J' 1 5'-3• 2'-10 314VI 11 3/4 6'-0• 42 1'-9' 5-3 2 -11 8-2 6-6 48• 2-0 6'-0' 2'-2" 8'-2 7'-0' 54" 2'-3 _' 2'-g 1/4' e'-2 1/4' 7'-6' 60 2'-11-0S-3" " 5' 8 -3 8'-0" N -SE TIO DIMEIONS UM. A 12' 4• '-0' 4'-V 6'-1' 2'-0' 15' 6' V-J" S-10' 6 - 2 -6 2'-3'_ - J-O 21" 9' V-11 3-2 6'-I' S-6' 4" 10 J -7 - 6 -J 4 -0 27• to 1 2 4-0 Y 1 1 ' V-1 1/2' - ' 1 -0• 4'- 6 V-7 3/4- 0'-1 3/4' S -0 J3- V-1 1 2' C-10 I T-0 IN 6'- 1 3/C 5 -6 36" 1 -3 5-3 7-10 3/4 6'- 1 3/4 6 -0 42' V-9' 5 -3 2 -11 8 -2 T6 -6 48" 2 -0 6'-0' 2'-2- 8'-2' 7 -0 " 2'-3' '_ 2'-11' 8 -4 7'_6' 60' 2 -6 5'-0" 3'-3' 8'-3' 8'-0' Cr. w W Cv Oco �J CIO CQ 1-4 a Cq00 toLo Lo Z x �C\j Ln C\2 IL W aC o�t Ln U 04 CD to .I N Q4 F 44 N\ ILI IV 0 AZ ;J En BLLARDSOT �ko y) I—F.H. XSSEMBLY, I-8 x6 RED. Z �Q �Z w W � ti► 1 m \ WW I v v \ — _ �\ \� I \ [Y = Q S \, [Y W w , m \ w [u \ CL 18+00 EP o LL \ \ O 4 \ 9- 0 C m 3 oo' W �p,1,TH OF W MARK D. SMITH 9 J`\ \ �O N0.022837 > �. �� \ LU Z SS, Cs � .\ 8ti FIE LINE — IpNAL DSED I STORY �`� O 3 �4' OVERHEAD POOP,_J \8 POST INL?\IGATOR VALE 1: REHOUSE < \ v 3 Qx �F (WA�REHOUSH ........ w p Iq+00 32 0 0 \A 1POLE MOUNTED HG \ PROP. SF (OFFICE)' z HG3 3\ 516N VAN AGGES5IBLE�-� CFFAGE I RAMP •5' GON'G. 5/W ;1 \ - !,\ \L =15, 00 5F W PROP. \ CG—. ° \ 2 55,1 5IF. I F = 734.00 ,� 3\� BOLLARDS n \. / FF = 7a� LOG DING Imo. = 35' \ q4.��' mac, VALVE \\, 3 PROP. SIGN I" WATER SERVICE O PROP. 4" AN. LAT. + I \ ..2-0' 30 BY PLUMBER) —C�U) \\!1 VERIFIED I N _ q l \ .. ' R=50' I \\\ x 1,10 \ Q a �> FH 32 �j0 --�— 2' GURB JPE�I (5 E , �3230 _ Q sty' � ., 1� � 33Q 3�g � Q O O EG—I --- _._I. ^ 2' GUR000 OPENING ~R � Wr!, 3� �__ -- � 0 �744 0 E- H BERM \30� I , 35ok- v ,r\ N/F SPAHR METRIC,, I NG . I s USE: VAG/4NT ZONED: M- I PIN: 43-1 G1-4-7 DATE: JAI. 21, 2004 Ex. SCALE: 1"= 30' '�- LAI<EVI Eli � G I RG L E 30 15 O 30 60 DESIGNED BY: AS sees JOB NO. 2342M ' SCALE: 1" = 30' ' SHEET 4 OF 7 l N/E BETTY MGKOWN USE: V,AGANT PIN: 45-A- 15 726 — FIR 8" FIRE �,INE 234 724 �- ASSEMBLY �22 42" MIN. OVER ` 124 - _ rpq—�. EP Q i 0 p O ` m 15'xIO' GONGRETE DUMPST _ / _ �. - I \ - -PAD_ W/ BOARD ON BOAR t V FENCE _ 14 12.0' I i I\ / PROPOSED: I STORY WAREHOUSE \\ \\ I STORY OFFICE / WAREHOUSE= 14Q,526 5F / OFFICE= 6600 SF \ / F.F. ELE\/.= 7'3,2.00 1 \ \\ BLDG. HT.= 35 FEET i \ LL wLu 12'xI2' PUMP HOUR BW TO CONTAIN FIRELINE ME�ER 4 ACKFLO L.I PREVENTION DEV� W/ METER INTERFACE UNF'T TO TRANSMIT READINGS ' �\ PER FGSA SPECS.) , ND 1500 GPM (9 100 PSI tLEGTRIG PUMP. Z / \ O z_ \ 8" FIRE LINE Q - I Q 8" POST INDICATOR A VE m / I" WATER SERVICE (TO\BE VERIFIED BY PLUMBER) 32 (Y W G '�\—K j \1 Q 8 . WATER"L E_ Bcv 5' GONG. 5/W PROP. OFFI Q 42" MIN. COTER� FIRE DEPT. GONNGT ON+ ,y I - - <," , G16 6 FF=-1�2.00 — L f �1\ EX: I^r tea~ I I N/F LEN01fq OTr GO./,USE: VAGANT ZONED: M- I PIN: 45-A-65 720 EXISTING REGIONAL S STORM WATER MANAGEMENT FACILITY ecp 0 EX. TOP= 732.28 EX, 12 x8 TEE, -- __ - EX. 8" GATE VALVE EX. INV=724.g2 o 0A 60, L I %'� Syr k48, NO E : EXISTING POWER POLES AND �Ro N/ T T� I GUY WIRES TO BE ADJUSTED A5 35 vo� sr �l N/I= SPAHR METRIG, ING. 3' " o �NcE REOU I RED L USE: OEE I GE/WAREHOUSE 1044 I 30 15 O 30 (00 ZONED: M- I PIN: 43 - I ci-4C M�S� NOTE: ADJUS`X. iiiiia FH AS REQUIRED SCALE: I" = 30' 10' STORM DRAINAGE / ESMT 1 1'X4'X4'-S' SLATS, 1-FINISH NAIL AT TOP AND BOTTOM 2'X4'X4' BEAMS. TOE NAIL TO POST 4"X4'X8' POSTS NOTES: I. PRESERVATIVE STAIN ON ALL WOOD. COLOR TO MATCH THAT OF BLDG. , s 1. FINISHED SIDE OF FENCE SHALL FACE ADJOINING PROPERTY, IF APPLICABLE, COMPACTED GRAVEL UJOOD FENCE DETAIL FOR DUMPSTER ENCLOSURE NOT TO SCALE NSF -� TOAN AND A550G. USE: WAREHOUSE ZONED: M- i PIN: 45-Ici-5,':� 1 / RE I i*rDRANT 55Et IDLY o) r 40' - D�UBLE 24" RG jj @ 0.5% INV IN=,,T22.20 INV OUT="i22.00 DITCH AS REQUIRED EX. MH 35 EX. TOP= 72q.52 EX. INV.= 711.65 (5" OUT) EX. INV.= 71q.g6 (8 IN FR 35A) EX. INV.= 721.65 (8" IN FIR 56) 4" LAT. INV.= 720.63 (GORE DRILL) LTD. PAVING SGHEDULE 2" SM-12.5A 6" BM-25.0 6" 21-0BASE STONE I%2" SM-12.5A 3" BM-25.0 8" 21-B BASE STONE 2" SM-12.5A 8" 21-8 BASE STONE '��i��i��i��i��i��i ice• ♦�• •�• ♦�• •�• •�• I E3 BASE STONS WIRE MESH REINFORCING V.D.O.T. ROAD AND BRIDGE STANDARDS SECTION 301.04 6" 8 CLASS A-3 CONCRETE 6" BASE 21-A COMPACTED SUBGRADE (COMPACTED TO 135% DENSITY AT OPTIMUM MOISTURE CONTENT, VDOT VTM-I METHOD) Dt-dumppad TR,45�4 DUt-11 5TE FAD (NOT TO SCALE) z ac uu w Z W o CD ,n ap � � Z y x I� �cu uj W0C' U (utf7 Lo "-, �c:r Ems' 44 IV tw 04 :3 w U) �V z O W z uj O N Z LLJ O z LIA 0 °c Q L / LL b- �uj 4 E-1 Q IN m (N (N �'�LTH of L) MARK D. SMITH No.022837 o � NAL _ U W F ax U a O �� E Q QO � WC) Z O Z O DATE: JAN. 21, 2004 SCALE: 1"= 30' DESIGNED BY: AS JOB NO. 2342M SHEET 3 OF 7 G'A--!/l CG-6 EC-1 END -SECTION -60" PIPE ALTERNATE END -SECTION 1 - 60" PIPE DETAIL I DETAIL 2 DETAIL 3 J NOTES: B r B r B TIIASdge, /Ab .nd on o" Hind-eectiun. erd on In .not- Hub .not on o Am ond-•ccti.. Spigot Hind on but «W-wctions ti�L,n r ,`••�'1. 1"A-^. 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE S IN. S MIN S MIN. X X X X. \ '�-�• ti.\.... \ LLJ 2. CONCRETE 70 BE LASS A3 IF CAST 1N PLACE. A A __ - A ., n �� 4000 PSI IF PRECAST. L i I I 1- -- Concrete to be .. _. ._-_ Canaete to M �- - -- - _ _ \ 3. COMBINATION CURB & GUTTER HAVING A RADIUS IT J W. S' L W 1i $ j15' 400o P9 Min. 4000 PSI in. ...•.,.. .,,.,+- :`.�..;. Uj OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL `�"• \ 4 BE PAID FOR AS RADIAL COMBINATION CURB k - 1 \ / GUTTER. 1 S MIN. I 4. FOR USE WITH STABILIZED OPEN -GRADED S MIN S MIN. -. � _ �... DRAINAGE U THE BOTTOM OF THE CURB PEELLEL B PLAN PLAN TO THE OPE OF S SUBBASE COURSES J '- B _ tENGIH _ 11 + \ �_.�. n n �•:s .} `./ AND TO THE DEPTH OF THE PAVEMENT. I B OF flPE . �- Zit 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED AND -3M- �� C -_ B_! C B I IS 40 MPH OR LESS ON RURAL. HIGHWAYS 45 MPH OR LESS IN DEVELOPED URBAN AND 1 H 3H �7 A°Pst it 3:f "� otie f / I W CV • IXCEEDED STANDARD CC7 I' WIRED _S1a41.fs,h»tg plgrsgmlDt_ - m �.. ; D \ CIQ 1-4 i . .Q 1':1' ... Csotextll I• Fabric GaolexUle B' GeolexGle I D I 1 E o I PAY UNE I` E (.� v I \ \ I CV I' ` , :. M1 • b > ••� SECTION A -A F.brlc SECTION A -A Fabric SECTION A -A e O PAIDlNE END VIEW SECTION X-X SECTION X-X END VIEW ^� I -- - ¢ QJ 00 • .. .' .. •' .. ND -SE TINDIMENSIONS I r .+ to C\j �p b ' END -SECTION DIMENSIONS u2 /6 / to Lr) . . ;. .. ... i DIAM. A 8 C D E 4 -o' 4'-1• B'- . -o• \, 0 Cn •> TM bottom d the curb and 12• 4' 2'-0' 2'-0" 4'-0' 2'-0• 15" 8' 2'-3' •_ S-10' _ 6- - 2 -8 J -0 � I `�•e}' ; I �-I y 0 I gutter may be constructed to Me sloped NOTES: 15• 6' T 3' 1'-9' 4 -0 2 -6 21' 9• 2'-1 V 3 _2 6'-1' S-6• / I Q z to CV 2.-0' oubb .ubbawe Doane• Provided a T. tTM MULTIPLE 11NE NSTAtUTIDN6 dut7/Ad/ s s ro OdrE/61 THE PROTECTION / 18 9 2 -J -9 -0 -0 4' 10 3 -7 8 -3 4 -0 minimum depth d 7' is ma'mtdned. uh.35 OUTSIDE THE aweEL WI M (TN). 24' 9 1/2' 3'-T 2'-8' 8'-1• 4'-0• 2T t0 1 2 I 4 -0 4'-0* 7 I 1 1'-7 3 4' 6'-1 1/2' 4'-1 J - 4' 5 -0 Q - - I ! J ,� -4•J �y This orao may W conoal. S MIN. Y/• S MIN. L ON ANY SECONDARY ROVES WMALLATIDN. RMARING EROSON CONTROL STONE WHERE NO E110wAL OR DesEctioNl IS SPEarED ON BANS. CoRsTRUCro" NS ro - ACCORDANCE JM oETAN• 2 SHOwN/ ABp•E 30' 1'-0. 4'-6• I'-7 3/4' 6'-1 3/4' 5 -O 33' -0' I'-1 I 2' 4'-10 1 3'-J I/P IF- 1 3/4' 5 -6 _ ` I LU [) (] TIMe� 3. GOUTDOILE FABRIC ro HE PWAUM UNDER ALL ONO" COV 36• 42• V-3• 1'-9' 5'-3• S -3 2'-IO J 4 2 -i 1 e'-1 3 4 / 8 -2 6'-0' 8 -6 36' 1 -J7-10 1/4 6 -1 3/4 8 6 -0 6 -6 / �+ V Ktaw+nce WrM THE SPECIFICATIONS 48• 2 -0 6'-0' 2'-2' 8'-2 7 -0 42- 1'-9' 2 -0 S -3 2 - 11 2 -2 -2 8 -2 -7-0- I I I U a 4. s OUYETER W allaNM CULVERT GR SPAN iOR BOx EIlilvorr. ELLIPTICAL OR ' 48 6'-0' l " - DIAMETER a attaNAt w RISE/HIl llT FOR eox 54' 2 -J _ S'-0• 2' 9 lµ' 3'-3' e'-2 V4' B -3 T-8' 8'-0' F0 2'-3 2 -6 _ 5 2'-11' J -3 8 -4 B -3' T-6'2'-1I' B -D'r�) S•USE TYPICAL SECTION SHOW ON PUNS OR TON SCE SLOPE OE➢M OF aw«n, MATCH ogsnrto Dlra AIR "AniRAI GROUND.AT -D LINE REFERENCE COMBINATION 6" CURB & GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.OJ rr Ilk, 5 0) 0 Inn CC-11 XX Str approach coin. (rodiue to be m + A -facing a. Inun• EEEIII N/F •IroNm an Pl•^e) roadway (Rodlu. to be Mown on pone) L IC .,,.W Nna6on r2 /L Y J I ' J STb W-tg curb AIM gatt•r (sled. cG-6) B� h� �0 1-F:H. X5SEMBLI', �/ ( ( ZI H e I� e0 ALBAN TRAGTOR � I-8 XFJ RED. / z" W E- z 11�8' I 7I 8' pass A3 (H.E.S. u / USE: O }-'� I U) 1 �W'• .L 0 orglun.>�r I G E I /\ I /J� f1I.��/ I1--'-Ij `/�� S V 1 L eion ---- ---' Conoco. }r `(/ \ I \ 1 IOU ✓ J.ud E:ponsion Joint A_J x SECTION C-C / \ W W J I w v O vot Note Width �' 2'-0' of are Malnlin• -dray ZONED: M - I ,....._ _ z , , a .horn on typical .action. PLAN VIEW / \\ PIN: 45-Iq-45 �3�� \ �' Q f LL / >L � W red tO' P.rabo9c Curve ; -. .•4O _ '� - - .. _ �) ,1 1 \\ (? \ I n l.t_ W Edge of OhcuWer ®Conetruet Grade changes with a parabolic curve. or OPU.r+al Flow L. ---1 6X ® W,nn St'd. CC-11 Is used for entrances bust slope Chon D / \ In con unction with VDOT project•, Pleo.e (}, \ \ Y.Inlhw Tramway not• �0 fdb.ing: / / r1y - --. \_C I8+o0 67E Y n� ® XX11o"ne t shoe be conMrcted % / 1--+ry+ \ -EP 9aq O1O D to the R/W 11" (except any subgroe. 40' tin. fa Stint Connection I wtobe..Uwn r.gulred for oWkw El pavement which son be omitted In \ \ CID 20' DaMabh for Commercial Eno-. the entrance.) N 1\n a1 SECTION A - A / \ \ m N fV In J 5' ♦ Radial curb or combination curb ' / \ and gutir slndl not be eenwtrnActed b yoed the R/W One except for ` \ Guidelines for Grade Change D r•plo - purpoess. Wherk used h conjunction wfh slarxlard Entrance VolunN D.elrode Madmum W-3 ar CU-7, the curb face on thle f \ \ II' Slsndard I. to M edMr-al U match the f � U-J rT� High (man the. 1500 cool 0 9 3 N -.table cub confiqurouon. / / ' \ 100 \ L H See Standard tx-12 for Curb Ramp design I \ M.dum •500-1500 VPO) ! 3 X 6 X to be used with this Standard. �' ' i' �� '� \ \ •�\ I O� Low (ha than 500 VPO) < 6 1c a X (g When the -trance r*A cannot aacammadot. We turning rpuM.menb of ardlcipotsd Maury truck tmfflc. corl.Iderallon should be given to Inoeadny Uw Mpth of adjacent proposal L ".a& to 7 InaMs. s r/�\ jj � / �/ X optignat flowline may be used for entroncee In col esdbne• iy� \T/ T W U MARK D. SMITH Q9� Optiond flodine may rsguin w•rPl•g d a i\ • //tLVJI///�� , / / e/ , ..t�,' i�- I \ \ \ ` portion of gutter to pr.clud• pmdlrnq d water. s /jam` / / \ \ V I ,�jO No.022837 SREFE7t�D"1 CE METHOD OF TREATMENT- O T / / / - 1 Q `•' \ \� I LU '{',�, 1 CONNECTION FOR STREET INTERSECTIONS p �/ C ,� > \ \ Z S&JO 6 5oz AND COMMERCIAL ENTRANCES 203.04 �TF 8 0� • / / i a 732 �� \ 8" FI E LINE J VIAL "�'""°EP'R"'°"�'R"�p"�ATID" S 617 �� , r 2a PROPOSED I STORY OO 3 �4 OVERHEAD DOOR 8 . POST IN�IGATOR VALE GQ-12A �i/ ✓ ,'•...,,_ ° .. I NAREHOUSE < \� CONSTRUCTION /5 DOWELS, 6- LONG m L jaw 4'-0O 12• C-C BACK o< a1Re IZA MAX 461 MAX •� /� �� 41 � 14,600 SF (W'AREHOUSH � W Q Ici+OO �j2Q x ° ° 3�a \ POLE MOUNTED HG � � MN.20 ��' I � Q �'. z HG 3 SIGN VAN AGGESSIBLE � �` _ 400 SF (OFFICE) I _ OFFICE I 2' SECTION A -A �, /h� W `• (L PROP. RAMP 5 GONG. 5M^6 7 ,\ B L M �I o, 8 WIN. 'TsrlTu aN EX. 8" GAP d THRUST f o TOTAL=I5b00 5F �/ 6LOGK ` BOLLARDS {� 2' TANGENT PLAN JONT 1 FF =-13-A,00 3�� ?� \\ q4 7 �' FF - 7.OG A ,RLNCATW DOMES n 1 I BU I LD I NCB RT. = 35' - SECTION B-B \. 4TMVCUNAY SHALL /T/ f W " , t "VALVE ~ 3 8' I,' - i ; G`- R . Ili lI`� AM K PROVIDED WITHINTHE MA s® q / Q Iri CRO¢Y'ALN NAG p •^- (1 ` \ z 4, , M \ / r l M 1U:1 HAX. /�/ I LU 33� \, 3 1 PROP. SIGN I" WATER SER\/ldE O ( " 1a1 cox. �� `.� \ = Q �"" PROP. 4 �AN. CAT. TYPICALPLACEMENTTYPICAL PLACIENT a,, > Z (TO BE VERIFIED I \ ALTERATIONS II�"�91 � � \ \ `'\��- � � © I � X fur �..._ , � Q Q � (. AT INTERSECTION AT INTERSECTION N , - _ ,2O fV 'jJ BY PLUMBER) I q' WITHIN CROSSWALK DIAGONAL VARIATION WITHIN CROSSWALK ��r \., \ / (WITH BUFFER STRIP) ` ; \ ^ ��" I I \ + THIS DESIGN To BE USED WITH CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING Q (46' WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH a FEET FOR NEW ` '1-< CONSTRUCTION, 6 FEET FOR ALTERATIONS. / f�/ - \ I. DETECTABLE wARNNG TO BE CLASS A-3 CONCRIETE (Q/LSS A-4 IF PRECAST) WLTH SUP RESISTANT INTEGRAL �,, "�i..` _ I-)6OVL SURFACE COVERING THE FULL WIDTH OF THE RAW FLOOR BY 2 FOOT N LENGTH IN THE DIRECTION OF - / \\ _~ PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WANING MAY BE USED t3 ( \`\ I O h ^ - -) I->f• DID. WITH THE AFROVAL OF THE ENGINEER. ` •/7/ \ / '\ ., + ,// uT ', .. �/, FH „ �%i ij,Q �- \' Q � .. 2. THE DETECTABLE WARNING SHAi BE PROVIDED BY TRUNICATED DOMES, TRUNCATED DOMES TO BE STAMPED r G -V A- ;l :/ 2 GURB dPE I G 1-� � \ O 3 �y .J ti. ,tie ,, .,, .. I �E�-!!+ E-, X CAST OR PRECAST N TOP SURFACE. THE CG.OR OF THE DETECTABLE WARMNO SECTIDN SCULL BE A ,f \ (�j-- ,/ N--1 TRUNCATED DOME " r CONTRASTING COLOR AwTI1 DE ADJACINT SURFACES (ADJAL'EIT SURFACES INCLUONC FLARED SLOES). OR FEDERAL ` `\\�%� \\ \ , 3� '. DETAIL TRUNCATED ooMES SAFELY YESIAM 3. SLOPING SIDES a Woe RAMP MAY BE POURED YONotm4cALr WITH RAMP CEDAR OR BY lTSI4O PER,/SSARtE 4; \ � \ ;\ � --- � CONSTRUCTION JOWT WITH REWIRED BANS- 2ii• C-C 4. IF RAMP FLOOR is PRCAST, HOLES MUST BE PROVIDED FOR DOWEL B•RS SO THAT ADJOINING FEARED SXXS , � ----- - 000 CAN BE CAST N PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE LASS A-4. - - - "" I 7FF�� y O O O O O O O O O 0000 5. RE"M BARS ARE TO BE Fig. 5 X B PLACED 1' CORER TO CENTER ALONG BOTH SIDES OF THE RAMP - 'I . " - - . FLOOR, MIO-DEPTH OF RAMP FLOOR. MINIMUM Of NCMETE COVER I J'. a ! \ \\ y ~' ' '. -i�� E--�1 ~4 Uj O 11II O O O O O O O O O O O O O O 6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED N PAYMENT \ O - I - I �O 0 0 0 0 0 0 0 0 0 0 0 O o 0 o FOR CURB/CURB AND CUTTER ` \ \ \ \' rn �P . � 33Q \ 'lj\g / - ~ Q O U mil' 2�' C-C O O O O O o O O O O O o O O o 7. CURB RAMP" ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRESTED BY 711E OMGNEEFI. THEY APE TO 0000000000000000 0000000000000 QFACILITY SF3"T"T INTERSECTIOUESS NS WHENEVER AN ACCESSIBLE MA'1('WITHIN�S OOST THE PROPOSED,WAY OF FRoa"~,HEY PAS/ I NCB SG H DU Lv \ ,,.. _,\ : - - ..;.�p��' _ MUST BE LOCATED WITHN PEDESTIM CROSSMNRS AS SHOWN GM PANS OR AS DIRECTED BY THE FNGNLDL EG I ..�•: "/.t�y. 000000000000000 AND SHOULD NOT BE LOCATED 8000 VE I STOP LINES. DMNG U;HT POLES, FIRE HYDRANTS. DROP ` � `\ \ T � \ \ \- _ ` Q • f �:1. E_ 00 O O O O 000000000 OOOO000O NLETS ETC ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SUP RESISTANT -" O O O O O O 0 O O O O O O O OACCESSIBLE PATH COMNECTNG ALL /CI.�SIB E EL MINTS OF A FACILITY THAT CAN BE APROACIED, ENTERED. AM ty MRaYUY "{ 8. RAMPS MAY BE PLACED ON RADK OR TANGII SEWITHIN THE LIMITS THE CROSSWALK AN THE SLR PROVIDED A CONNECTION E U OPENING CURB OPENNG IS ` ,v AF \ \` � _. _ .... _ ` � -- _, _ � � � . � �, \�O� i O O ARLABLE USED BY PEDESTRIANS. PAY EMIRS r \ \ 1 " - % \ a 2 CURB i DETECTABLE WARNING PEPICAL, CONCRETE TO IE ALKe. 2" SM-12.5A \ \ \ ` IQ. Q / �„ DETAIL I. TYPICAL, CONCRETE 9oEwAx rs 4' THICK. WHEN THE E7NRRANCE RADII CANNOT ACCOAIODAtE THE TlmtettG \ _ _ - _- REOUIREMMS of ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIOMAU( DEPTH SHOULD BE INCREASED ENI N - - _ -- - --. SHEET I OF 3 TOT ''� V svECF1CATlo" .` • '' •. a! ,. • a �'.. QP P a ' ,- I CG 12 DETECTABLE WARNING SURFACE R 6 BM-25.0 . 1: \ fG 3<' -• W ... ,...� . EX. 12 x8 TEE, ,r \ \ �34 ij REV. 1/a ' ..� ; : , - • , ::.. ;......: EX. 8" GATE VALVE` - 2 .. - . . TYPE A (PERPENDICULAR APPLICATION > ....�. \' \ '� 136, \ 5 ?..... R, a: AT 1=4 2os.o5 VTRgNIA DEPARTMENT OF TRANSPORTATION ,� �.10` STORM�INA�E ESMT \ \ �/� \ 3A .- s�f (y 3 CP`PER N Q . \ HI611, BERM 6" 2I -B BASE STONE \ 3D . NOTE: EXISTING PONER POLES AND ire" SM-12.5A s Q \` , `,;fir EN�RP NG� X 12,t MAIL 6UY HIRES TO BE ADJUSTED AS 3" BM-25.o E / k 1 0 REQUIRED A PRO>` GATIO ,� 5�3g0"�j.% N/F EX. AN. L1;, \ Ar (0 85" 2I-B BASE STONE �� 3 3��=r 3 i. F LLG.13 2" SM-125A USE: OFFIGEMAREH 1.__�R ASSOG. �2 OUSE (61 ZONED: M- I I -� �'`\ ,t� N/E SPAHR METRI G, I NG. I DATE: VAN. 21, 2004 --8" 21-8 BASE STONE PIN- 4�-I�-44 1 /'I�� -` ,fF USE: VAGANT ZONED: M-I PIN: 43-Iq-47 I \ / I ^I I SCALE: 1 =30 •�� / LA�E Y I EY � 6" 21-B BASE STONEr. ` �-� G I RG L E 30 15 O 50 60 I DESIGNED BY: AS JOB NO, 2342M I-000r,. �I'- �,� SCALE: 1" = 50' ' SHEET 4 OF 7 44-III GENERAL NOTES 1. Methods and materials used in the construction of the improvements herein shall conform to the current County construction standards and specifications and/or current VDOT standards and specifications. 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, must be provided prior to issuance of the site development permit. The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment Control Handbook. 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation (VDOT) and Frederick County prior to construction in existing State right-of-way. 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a representative of the developer must be available at all times. 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). 8. All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. 9. All pavement sections on the approved plans are minimum sections to be utilized when the actual California Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed for actual determination of required pavement thickness prior to placement. All final pavement and base course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and Secondary Roads in Virginia", and shall be based on a sufficient number of CBR tests to determine the true support values of the soils in the subgrade. Final pavement design shall be submitted during construction and prior to placement. 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated on the plans and as required at the field inspection. 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conform to VDOT standard SB-1. 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all times. 14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines. 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction. 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a result of his construction project within or contiguous to the existing right-of-way. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site development permits. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected in accordance with state law. In the event gravesites are discovered during construction, the owner and engineer must be notified immediately. 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has been prepared, it should supersede the requirements in this note. 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. UTILITY CONTA CTS Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co. P.O. Box 1877 P.O. Box 2400 Winchester, VA. 22604 Winchester, VA 22604 (540) 868-1061 (540) 869-1111 Power: Allegheny Power Phone: VERIZON P.O. Box 1458 P.O. Box 17398 Hagerstown, MD 21741 Baltimore, MD 21297 1-800-654-3317 (301) 954-6282 MISS UTILITY 1-800-552-7001 FIRE MARSHAL'S NOTE Fire lane markings and signage: Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall's Office. FIRE FLOW DATA: HYD# STATIC PRESSURE _ RESIDUAL PRESSURE _ AVAILABLE FLOW = SOURCE: DATE: FIRE FLOW DATA: HYD# STATIC PRESSURE _ RESIDUAL PRESSURE _ AVAILABLE FLOW = SOURCE: DATE: HANDICAPPED PARKING NOTE Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. Vl. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall be govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration and VOSH Rules and Regulations. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and Bridge Specifications, Section 104.04-C. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility company. It is the sole responsibility of the developer to locate and identify utility facilities or items, which may be in conflict with the proposed construction activity. VDOT approval of these plans does not relieve the developer of this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision will be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. V9. The contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance in accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Department of Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures for proper installation and deficiencies immediately after each rainfall, at lest daily during prolonged rainfall, and weekly when no rainfall event occurs. V10. Contractor shall ensure adequate drainage is achieved and maintained on. the site during and at the end of construction. Vll. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities. V12. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project which will be accepted by VDOT and that testing shall be conducted according to all applicable VDOT standards. V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector, density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. V15. VDOT Standard CD and IUD under -drains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be installed by the developer or at VDOT's discretion, by VDOT on an account receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on VDOT's approved list. A copy of this list may be obtained from the District Material Section. Contact the local VDOT Residency Office with any questions regarding sign material and placement. V18. The developer must provide to the local VDOT office a list of all material sources prior to construction. Copies of all invoices for materials within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. Density will be determined using the density control strip as specified in VDOT's Road and Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In additions to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road and Bridge Specifications -Section 315. Density will be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. Approval of these plans shall expire three (3) years from the date of the approval letter. V22. Final location of CG-12 Curb Ramps shall be determined by VDOT inspector. FCSA CONSTRUCTION NOTES 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY. 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. 5. 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. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES. C. 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 IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY WILL INSTALL THE METER. D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. 6. WHEN AN EXISTING WATER :MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED. 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION ASSEMBLY, AS REQUIRED, INST.'ALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A REMOTE READOUT IS REQUIRED. 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. A REMOTE READOUT IS REQUIRED. I�i►rl] EXISTING INTERMEDIATE CONTOUR -------- _ _ 33 EXISTING INDEX CONTOUR 330 PROPOSED CONTOUR 40 EX E/P EXISTING EDGE OF PAVEMENT PROP E/P PROPOSED EDGE OF PAVEMENT EX G 6 EXISTING CURB AND GUTTER PROP C&G PROPOSED CURB AND GUTTER G6-6 GG-6R TRANSITION FROM CG-6 TO CG-6R - EXISTING TELEPHONE LINE PROPOSED TELEPHONE LINE T T EX, 15" RGP EXISTING STORM SEWER -�'� PROP. 15" RGP PROPOSED STORM SEWER EXISTING SANITARY SANITARY SEWER PROPOSED SANITARY SEWER EXISTING ELECTRIC SERVICE PROPOSED ELECTRIC SERVICE EXISTING GAS LINE PROPOSED GAS LINE PROPERTY LINE FLOW LINE -. ...e ... -d ... _ ... -a .... ...... FENCELINE --x- --- EXISTING POWER POLE -0- EXISTING TELEPHONE POLE EXISTING WATERLINE W/ TEE --- - PROPOSED WATERLINE W/ TEE W EXISTING FIRE HYDRANT i EXISTING WATER VALVE PROPOSED WATER METER EXISTING REDUCER - �- '----- - PROPOSED REDUCER STOP SIGN HANDICAP RAMP (CG-12) RCCDEN1O22TES LOCATION �OgFF STD V�DOT ANDA�DRAMP CONSTRUMS PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES TEST PIT LOCATION HANDICAP PARKING VEHICLES PER DAY COUNT PROPOSED BUILDING ENTRANCE EXISTING STREET LIGHT PROPOSED STREET NAME SIGN PROPOSED SANITARY LATERAL CLEANOUT SANITARY MANHOLE IDENTIFIER STORM DRAIN STRUCTURE IDENTIFIER EASEMENT LINE CENTERLINE EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION EXISTING TREE LINE EXISTING TREE PROPOSED TREE Al2 100 12.0 1153 4f �y 15" OAK 15" PINE r.. 15" OAK 15" PINE DATE I REVISION 2/24/04 PER F.C.-S.A. COMMENTS 2/25/04 PER VDOT COMMENTS 3/5/04 PER F.C.S.A. COMMENTS 5/I8/0-1 SHOW D15PLAY AREA 4 REVISE PARKING CALCULATI SHEET INDEX SHEET 1 COVER SHEET SHEET 2 SCHEMATIC SHEET 3 SITE PLAN SHEET 4 SITE PLAN SHEET 5 WATER, SEWER & STORM PROFILES SHEET 6 EROSION CONTROL & LANDSCAPE PLAN SHEET 7 EROSION CONTROL NARRATIVE & DETAILS SCALE V= 2000' PROJECT INFORMATION PARCEL IDENTIFICATION NO. TM 43 - ((19)) - 51 STREET ADDRESS: TOTAL AREA: 11.9654 AC DISTURBED AREA: 11.17 AC CURRENT ZONING: M-1 CURRENT USE: VACANT PROPOSED ZONING: M-1 PROPOSED USE: OFFICE/WAREHOUSE BUILDING HEIGHT: MAXIMUM ALLOWED = 60' PROPOSED = 35' REQUIRED BUILDING SETBACKS: FRONT: 75 FEET SIDE: 25 FEET REAR: 25 FEET REQUIRED PARKING SETBACKS: FRONT: 25 FEET SIDE: 5 FEET REAR: 5 FEET PARKING CALCULATIONS F.A.R. CALCULATIONS REQUIRED: OFFICE - 1 SPACE PER 250 SF MAXIMUM: 1.0 WAREHOUSE - 1 SPACE PER EMPLOYEEDISPLAY 170,526/521 ,212.824 = 0.33 F.A.R. AREA- 1 SPACE PER 400 SF EXISTING OFFICE: 6,400 SF/250 = 26 SPACES EXISTING WAREHOUSE: 24 EMPLOYEES = 24 SPACES OPEN SPACE CALCULATIONS PROPOSED DISPLAY AREA: 4282 SF/400 SF = 11 SPACES REQUIRED: 25% OR 2.99 AC. SITE AREA = 11.9654 AC. TOTAL SPACES REQUIRED = 61 PROPOSED BUILDING AREA = 170,526 SF TOTAL EXISTING = 66 PROPOSED PAVED AREA = 154,570 SF REQUIRED HANDICAP PARKING 76-100 = 4 PROPOSED HANDICAP SPACES = 4 TOTAL = 325,096 SF OR 7.46 AC. LANDSCAPE CALCULATIONS OPEN SPACE PROVIDED: REQUIRED: PERIMETER - 1 TREE PER 2,000 S.F. 11.9654 AC. - 7.46 AC. = 4.50 AC. OR 37% IMPERVIOUS AREA UP TO 100,000 S.F. 1 TREE PER 5,000 S.F. OVER 100,000 S.F. LOADING CALCULATIONS INTERIOR - 1 TREE PER 10 SPACES REQUIRED: 1 SPACE PER 40,000 SF 164,126/40,OOG = 5 SPACES PROPOSED IMPERVIOUS AREA: 154,570 S.F. 100,000 / 2,000 = 50 TREES TOTAL PROPOSED SPACES = 21 54,570 / 5,000 = 10.9 TREES 76 SPACES / 10 = 7.6 TREES * ANY PROPOSED SIGNS, OUTDOOR LIGHTING, AND STORAGE WILL MEET THE REQUIRED ZONING STANDARDS OF FREDERICK COUNTY NO ENVIRONMENTAL FEATURES ON THIS SITE TOTAL REQUIRED TREES = 69 TOTAL PROPOSED TREES = 69 PREVIOUS APPROVED SITE PLAN #04-04 DATED MARCH 17, 2004 TITLE: SITE PLAN FOR LOTS 26, 27 AND 28 LASS USE UNITS BLDG. AREA TRIP RATE VPD 150 WAREHOUSE PER 1000 SF 164,126 SF 4.96 814 (P.198) 710 OFFICE BLDG PER 1000 SF 6,400 SF 11.01 71 (P.1052) TOTAL TRIPS 885 SEAL I CO VER SHEET Z cc W W Z Wcu 0 N cv 00 d � Ql N 'D Z J J 0 o� �N Wi WO Do U a, x .� L.r)3 F- L Z" o, w Ln Ul � � N 0 a, >, �a, > c w c� U J (1) W x n �� a� ®� HZ E-° Q C0 Q O CO Q� QQL) H >O� Q Z o U] Z 0 �pi,TH OF jj�� Project Name; TOAN AND ASSOCIATES LC Owner: Address, Including Zip Code & Telephone No. 360-2 MCGHEE ROAD MARK D. SMITH TOAN AND ASSOCIATES WINCHESTER, VA 22603 N0.022837 611 (540) 665-0693 Developer: Address, Including Zip Code & Telephone No. O SIONAL � SAME AS ABOVE PROFESSIONAL SEAL & SIGNATURE THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. Engineer Certifying Plan: Address, Including Zip Code & Telephone No. 151 WINDY HILL LANE GREENWAY ENGINEERING WINCHESTER, VA 22602 (540) 662-4185 FREDERICK COUNTY ZONING ADMINISTRATOR DATE * SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPT. APPROVAL * SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FCSA APPROVAL DATE: JAN, 21, 2004 SCALE: N/A DESIGNED BY: AS JOB NO. 2342M SHEET 1 OF 7 NOTES: 1. THIS ITEM NAY BE PRECAST OR CAST IN PUCE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB dt GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAW FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABLEL OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHAI I BE CONSTRUCTED PAREI I R TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. -_4' 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 EXCEEDED STANDARD OG-7 IS REQUIRED. ►. 70 a. ' • •� �. A. D • The bottom of the curb and gutter may be constructed parogel to the slope of 2,-0• subbase courses provided a minimum depth of 7" Is maintained. This area may be concrete SPECIFICATION I REFERENCE COMBINATION 6" CURB & GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 XXSVoot approach some (radius to be as A surfacing as mainline •horn enplane) —) roadwy (Radius to be as shown on plans) LI ecadiol d gust Bon SrD)O-O-t2 J curb and quHer (Sed. OC-6) e Optinal Flo. Una 6• Garats(hE�----�- Jc ( Expansion Joint A Note: Width •B• 2'-0• or as V Mainline rcadwoy shorn on typical section. PLAN VIEW SECTION C—C 10' Parabolic Curve ® Construct Grade changes with o parabolic curve. Edge f shoulder 6X Max, ® a Optional Flo. Una 'I Slope Change D When St'd. CO -it is used for entrances built In conjunction with VDOT projects, please Mainline Roadway note the fol ing: 8X Men Slops CMngs m D XXMoin4'ne pavement shall be constructed D to tiro R/W line (except any subgrode 40' Min. for Street Connection slabigxotion required tar mainline am 20' Desirable for Ckil Ent, ee can be orrntUd to the entrance.) ) 5' Min. SECTION A - A e curb combinationbeco curb and and gutter shall be all not constructed beyond the R/W tine except for Guidelines for Grade Change D feP'at°`n°f1t p rpOi . When used In conjunction with standard Entrance Volume Daeirabie Macmum OU-3 or CG-7, the curb face on this Standard is to be adjusted to match the High (morn than 1500 VPD) 0 x 3 X mountaGe curb—5iiuration. Medium •500-1500 VPO i 3 X 6 X See Standard CG-12 for Curb Ramp design to be used with this Standard. Low (less than 500 VPO) ! 6 % 8 X ® When the entrance radif cannot accommodate the turn% requirement@ of anticipated heavy truck traffic, conskWation should be given to Increasing the depth of adjacent proposed sidewalk to 7 inch". X Optional flowltrh may be used for antran,es in cut sections. Optional flowline may require warpinq of a portion of gutter to preclude ponding of water. SRE HM METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT OF TRANSPORTATION zo3.o4 PERMISSIBLE -►A 8'-0' 4'-0• CONSTRUCTION I %5 DOWELS, 8' LONG BACK �� L JOINT — 4'-0 O 12• C-C 12:1 MAX. 48:1 IIAI. 442-g-4 WIN.20.1 •. 6 L WAXB ruN. SECTION A —A PERMISSIBLE TANGENT PLAN CONSTRUCTION TRUNCATED DOMES i, q SECTION B—B A 4' SOLIAREOUTSIDE UY10"IO AREA OUFJSH OF ALL BE PRWAY vine THEPMA ED NMR CROSSW" MFA 5' IN 5' MIN. 10:1 MAX. Toil• n x ALTERATIONS TYPICAL PLACEMENT (n� TYPICA� PLACEMENT AT INTERSECTION II AT INTERSECTION WITHIN CROSSWALK DIAGONAL VARIATION WITHIN CROSSWALK (WITH BUFFER STRIP) + THIS DESIGN TO BE USED WITH 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: —I I—)6• DIA. I. 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 ��—�• Dill WITH THE APPROVAL OF THE ENGINEER. 2. THE DETECTABLE 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 WARMING SECTION SHALL BE A DETAIL OONRUSTINC COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDING FLARED SIDES). OR FEDER& TRUNCATED DOMES SAFETY YFJ.LOW 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOURUCALLY WITH RAMP FLOOR OR BY USING PERMISSABLE CONSTRUCTION JOUNT WITH REQUIRED BARS. -_2 C-C 4. IF RAMP FLOOR IS PRCAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES 000 CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SMALL BE CLASS A-4. 00000000 O 0000 S. REQUIRED BARS ARE TO BE NO. 5 18' PIACED V CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1 •. 0 0 0000000000000 6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB ARE INCLUDED INPAYMENT . C� FOR CURB/CURB AND GUTTER. O 0 O O O O 0 0 O 0 O O O 0 0 0 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PUBS OR AS LMRESIED BY THE ENGINEER. THEY ARE TO 000000000000000 -r DE PROVIDED AT INTERSECTIONS WHENEVER AN ACCESSIBLE ROUTE WRWN THE RIGHT-OF-WAY OF A HIGHWAY 000000000000000 FACILITY CROSSES A CURB REGUNMlFSS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY 000000000000000 MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER 000000000000000 AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP U NES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 INLETS. ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APROACHED, ENTERED, AND VARIABLLEJ USED BY PEDFSTRANS. 44 PAY YU UY --I 8. RAMPS MAY BE RADIAL ACED ON RAD. OR TANGSECTIONS PROVIDED THAT THE CURB OPENING IS PLACED 111Hf5 WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS DETECTABLE WARNING PERPENDICULAR TO THE CURB. DETAIL q. TYPICAL CONCRETE SIDEWALK is 4' THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMOOATE THE TURNING REQIIYUCITS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALKDEPTH SHOULD BE NCREASEO SLEET I OF 3 TO 7. CG-12 DETECTABLE WARNING SURFACE SPEILEFERIE11" REV.1/TH TYPE A (PERPENDICULAR) APPLICATION Y02 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION_ - NOTE: EXISTING POWER POLES AND GUY WIRES TO BE ADJUSTED AS REQUIRED Z LLI WC\2 0 CD co QCO C\2 Ln Z x> L0C\2 In (� W� ) g� O Wc L0 0 a� Lo w z" Cri Ur1 w tf73 M M N 0 0 w z Q J O? z z d J > Q W (L O nUUA lX- W O N N m Q N N m n 1�1,I,TH OF I ) MARK D. SMITH It No.022837 S4SIDNALCs v ,-- - MT. 55' 0 v1V _I- - VALVE � _ _- - - - - ,. GCS- R . --- 3 - -- - PROL'.-SIGN�I WATER SERVICE --J-O' - -PROP•-=4" }SA-k LAT - ` +el- _ 71 O�p \ - — _ _. — __ - may` '' ► -+►. FH / r _ URB OPE�11 •G Rom', \ a /0- tit `I30._.- - — I" eS ' f i Z' CURB .� \. _ - 1 '2 i,-� = _�_ _ PENIN O 44 (� f ./J �l VA it ,CqA deep (0 3 3� vk N/F SPAHR MFTRIG, ING. I r �t I USE: VAGANT ZONED: M- I PIN: 43- I q -47 DATE: JAR. 21, 2004 SCALE: 1"=30' ✓,, �' �^ • II I A Y �II^^II L < I Y� G ( RCA I E 50 15 O 50 60 I DESIGNED BY: AS JOB NO. 2342M 5CALE: 1 " = 50' I SHEET 4 OF 7 N/E `BETTY MGKONN USE: VAGANT PIN: 43-A-1 5 -126 ASSEMBLY 72- f � N/F LINO I fq G I TY GO. Y�E: VAGAiNT ZONED: M-I PIN: 45-A-65 i t1 71 8" FIRE NINE 23Q ` ` 42" MIN. OVER _ _ _ __--_ -- —_ __.___ --- _._ __ _. _._ _-__ _-_ --- X15TIN6 REGIONAL , STORM WATER MANAGEMENT — • • FAGILITY / - --=-=----- ---- ------ = ----------- --------wi-EA D- -�_- _ —r------------------------ - - - - -- _ 1--,-_-_ __- - ----- - - -_- ------------------------------------ - - - - -_------------- -- - - ------- - ----- ,�� PAD Wf-BOf1RD-ON-BOA __ — __-- -- - ---__________________--_- - -_- -- -_-_-_- - - - - --FENCE-_=-_ ---- -- --- -- -- -- -- 10'STORMDRAINA6E J ----.\-_"._-_---- �_-__-_ - __--_--____—==-==fi===-—___-__ --- --_ —_-__—_--____ __ - —V =_�=_____-_----}__- \ ESMT -- __ _ -- ----------____----------- ____-____-__=__-__----___-___- _ - - ---------- - -- ----- ---------_ ------------ ----------------------------------- - - ----------------- - .�. __��__- ------ - - ----- ----- __-------------------------------------_- _-_-_-_----------------- -- --- - - - - -- �- _ _ -_ - _: 450 END --- --- - --- - -- - ----- ---- ----------- - ---------------- 8 —_-_-_ _-__-_---- - --- --- --------___-_ fip\ / � 1 �� -- ----_ - - -- - - -- -----------___ _-20__ _ - ___- _- -------__---1-_-- ---- - ------- — - ---- ------ / - - -- - ---- - - - ---- - _x - --- 3OL-A 1 � 1 I, PROPOSED: I STORY WAREHOUSE \ �\ o / I STORY OFF I GE \ — _ _ / 12\9- 1"X4"X4'-8' SLATS, 2-FNI%4 NAIL AT TOP AND BOTTOM 2'X4'X4' BEAMS. TOE NAIL TO f 4"X4"X6' POSTS NOTES: _ I. PRESERVATIVE STAIN ON ALL WOOD. COLOR TO MATCH TWAT OF BLDG. - a 2. FINISHED SIDE OF FENCE SHALL FACE I m ADJOINIWx PROPERTY, IF APPLICABLE. COMPACTED GRAVEL WOOD FENCE DETAIL FOR DUMP5TER ENCL05URE NOT TO SCALE WAREHOUSE= 14q,52h SF OFFIGE= CbOO SF 1 _-____-_=_� k) l ' l l N/F -- l r F.F. ELEV.= �32.00 /1 1 \� - _ _ -�'� I/ 1 BLDG. HT.= 55 FEET ! _ _ _ _ �- = N N N / TOAN AND A550G. LTD. USE: NAREHOUSE LL I / / / ZONED: 1" f-I I l / / Lu Lu � _- _ +00 12'xl2' PUMP HOUSE TO CONTAIN FIRELINE METER & BACKFLOW Lu PREVENTION DEVICE W/ METER INTERFAGE UN1,T TO TRANSMIT READINGS Lu (PER FG5A SPEGS.) "%AND 1500 6PM (g 100 PSI'ELEGTRIG PUMP. FFROFF'05EPDISPLAY AREA 2J (_J . *-i02.0' 82 5F = -z _- FIRE YD NT ZA55E B)� 7 1" WATER SERVIGE (TO\BE VERIFIED BY PLUMBER) n -07 W GRASS PROP. OFFIGET - - _I$/W Q- tY --_ • l / r l / l r _ _ _IO0=-_42"-NIt1�1:_GDi;_ w + -.FIRE,DEP'G-.GZ�NNL�TN^+----------------- -- ----------- - ;-' ;`G 6 / 1 - -_- - -_-_-_A- -- :_ ___ __.-_-_: _ _ r- - -_ -µ _-- _ _ - � % T f` / FE = i32.00 C161rj _.� _------441 ONI- ------------- - ROGr4_L`�W_1M_-_.--------------'�-_--__--__---_- - -- p-------/�_ 50BEN - �___ __-_---_____---_ � __�- ---- — __-- _____-_-__—_------_= I-°__ _ __ 5� SF�� _ � =6 - - - - 22-V2-- _ � _ - _ _�s_ _—_.-____-�---___-- ;�---C.--_.-D-t�;�__- Z��=`� __ �_- 2 .4C�-Y--__ n_ Q - _ - -PROP - - 42'�Mi�N:_B�RY = _ _ - -- _ _ - _ _ _ -_ -- - •, -- � -- -- -- - -- - -- - -4_'-CURB-OPEWI"NG_ -..-- V --- --_ -- - _-_ - -- co -- -- - - .-.1.2' GURB OPENING 728 - J WATER LINE\STUB PP A NDON E � IG�L_ \ -- _ _- -724 -EX. SAN. LAT. — — II ip- -_ ..= - 1 , l - ----- ----- - -___ 20 , + + + 4O' - D UBLE "`-- ^-- . � A ¢ �/ + Cy+ 24" RG ® 0.5% --` k! I / g' �l - - +/Y + INV IN= 22.20 wagon CC, � � 1 INV OUT= 2 00 EX. MH 36 EX. TOP= 732.28 EX. 12 x8 TEE, \ EX. 8" GATE VALVE EX. INV=724.g2 NOTE: EXISTING POWER POLES AND GUY WIRES TO BE ADJUSTED AS REGQU I RED 50 15 0 50 60 SCALE: I" = 50' POS.n . � Ro SSG � r kg ��PYRO'O 3� O� Dom. �pF N/E SPAHR METRIC ING. Yoe t 10Soy Cal USE : OFF I GE/WAREHOUSE 5 \ ZONED: M -1 PIN: 4 5 - I q - 4 G NOTE: ADJUST EX. FH AS REQUIRED 2 DITCH AS REQUIRED EX. MH 35 EX. TOP=-12a.52 EX. INV.= 71q.65 (5" OUT) EX. INV.= 71q.Q6 (5" IN FIR 35A) EX. INV.= 721.65 (5" IN FR 3(b) 4" LAT. INV.=-120.63 (GORE DRILL) PA\//I NG SCHEDULE 2" 51-1-12.5A 6" BM-25.0 6" 21-B BASE STONE I/2" SM-12.5A 3" BM-25.0 5" 21-B BASE STONE 2" 5M-12.5A 5" 21-8 BA5E STONE WIRE MESH REINFORCING V.D.O.T. ROAD AND BRIDGE STANDARDS SECTION 301.04 ll 6 8� CLASS A-3 CONCRETE V' BASE 21-A COMPACTED SU5GRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT, VDOT VTM-I METHOD) TR,45�4 DUB If=5TER F,4D (NOT TO SCALE) Dt-dumppad z uj uu Z WC\2 o z In 00 �— � 't Qc\1 CO °0 0Ln I rn Z �> x I � Lo uj LiJ Lo u7 � •-' a Ln to a� o O w ca z 0 J z LLJ F- w o z � o W < 4 < Q v TZ fy w 1L > L in G/ 0-1 W D ui o w G/ Q cN N o m ;n T5WH OF o It), MARK D. SMITH v No.022837 W O41- ��,SIO ��yti• NAL _ U J W w a H> H_Q �D QO Q�D z �U 0 �� Z a Illll— DATE: JAN. 21, 2004 SCALE: i"=30' DESIGNED BY: AS JOB NO. 2342M SHEET 3 OF 7 GENERAL NOTES VD0T GENERAL NOTES LEGEND VICINITY MAP C'3 1. Methods and materials used in the construction of the improvements herein shall conform to the current Vl. All work on this project shall conform to the latest editions of the Virginia Department of "= 2000' -" Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and EXISTING INTERMEDIATE CONTOUR 33 SCALE 1 County construction standards and specifications and/or current VDOT standards and specifications. Sediment Control Regulations and any other state, federal or local regulations applicable. In the 330 event of conflict between any of these standards, specifications or plans, the most stringent shall be EXISTING INDEX CONTOUR 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, govern. co V51T W must be provided prior to issuance of the site development permit. The approval of these plans in no way PROPOSED CONTOUR 40 relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and EXISTING EDGE OF PAVEMENT EX E/P Control Handbook. Health Administration and VOSH Rules and Regulations. PROP E/P �° PROPOSED EDGE OF PAVEMENT 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall EX G&& EXISTING CURB AND GUTTER Oo Q (VDOT) and Frederick County prior to construction in existing State right-of-way. be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all , °� 3 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and PROP C&G 5 0 Bridge Specifications, Section 104.04-C. PROPOSED CURB AND GUTTER X. �t't� C required under State law. II GG-b G6-6R O �� ° � N 00 01 `~ 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be heldQa V4The developer shall bresponsiblefrelocating, t his and including . e eveoper e or reocang, as expense, any anautilities, ncung TRANSITION FROM CG-6 TO CG-6R tee° P''� d- with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility company. It is the sole responsibility of the developer to locate and identify utility facilities or items, which may EXISTING TELEPHONE LINE �a? d i a, C_ N co (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be be in conflict with the proposed construction activity. VDOT approval of these plans does not T T d m � N responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to relieve the developer of this responsibility. PROPOSED TELEPHONE LINE L u� _J m Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. EX. 15" RGP EXISTING STORM SEWER p � N V5. Design features relating to field construction, regulations, and control or safety of traffic may _ �' Ln N 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of PROP. 15 RGP W 0, r- representative of the developer must be available at all times. any field revision will be the responsibility of the developer. PROPOSED STORM SEWER �S aLRo� a o 0 W � � Ln 7. Warningsigns, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic g g V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT EXISTING SANITARY SEWER "' 3 s 0- u Control Devices (MUTCD). land use permits for any work on VDOT right-of-way. PROPOSED SANITARY SEWER T PROJECT INFORMATION �, Ln 3 8. All unsuitable material shall be removed from the construction limits of the roadway before placing V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged EXISTING ELECTRIC SERVICE embankment. and held b the engineer and/or developer with the attendance of the contractor, various Count y g p y PARCEL IDENTIFICATION N0. TM 43 - ((19)) - 51 U' 9. All pavement sections on the approved plans are minimum sections to be utilized when the actual California agencies, utility companies and VDOT prior to initiation of work. PROPOSED ELECTRIC SERVICE STREET ADDRESS: TOTAL AREA: 11.9654 AC °jUl w L O Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for EXISTING GAS LINE DISTURBED AREA: 11.17 AC Q, QJ for actual determination of required pavement thickness prior to placement. All final pavement and base any undetermined length of time. VDOT will also require 48 hours notice for any inspection. CURRENT ZONING: M-1 m course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and PROPOSED GAS IN CURRENT USE: VACANT � w � � Secondary Roads in Virginia", and shall be based on a sufficient number of CBR tests to determine the true V9. The contractor will be responsible for maintaining adequate access to the project from the PROPOSED ZONING: M-1 ry support values of the soils in the subgrade. Final pavement design shall be submitted during construction adjacent public roadway through construction and maintenance of a construction entrance in PROPERTY LINE PROPOSED USE: OFFICE/WAREHOUSE and to accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, BUILDING HEIGHT: MAXIMUM ALLOWED = 60' PROPOSED = 35' prior placement. access to other properties affected by this project shall be maintained through construction. The FLOW LINE -.- ••.•- •••-. .•.- •••-.- •••- •••-®- Developer shall have, within the limits of the project, an employee certified by the Department of REQUIRED 0o 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation � FENCELINE -X- x-- �`--x x R--x-- xX-- BUILDING SETBACKS: FRONT: 75 FEET on the plans and as required at the field inspection. control devices and measures for proper installation and deficiencies immediately after each rainfall, EXISTING POWER POLE SIDE: 25 FEET 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall at lest daily during prolonged rainfall, and weekly when no rainfall event occurs. EXISTING TELEPHONE POLE REAR: 25 FEETCo M be minimum 6" diameter and conform to VDOT standard SB-1. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and REQUIRED Q 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than at the end of construction. EXISTING WATERLINE W/ TEEJ�-~-- PARKING SETBACKS: FRONT: 25 FEET SIDE: 5 FEET 4, one litter receptacle shall be provided at the construction site. Vl 1. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum PROPOSED WATERLINE W/ TEE ! T ° REAR: 5 FEET` 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to 36" cover and, when possible, to be installed under roadway drainage facilities. EXISTING FIRE HYDRANT entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take PARKING CALCULATIONS whatever measures are necessaryto insure that the streets are maintained in a clean, mud and dust free V12. Any unusual subsurface conditions encountered during the course of construction shall be F.A.R. CALCULATIONS REQUIRED: OFFICE 1 SPACE PER 250 SF condition at all times. immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity EXISTING WATER VALVE MAXIMUM: 1.0 WAREHOUSE - 1 SPACE PER EMPLOYEE until an adequate design can be determined by the engineer and approved by VDOT. 170,526/521,212.824 = 0.33 F.A.R. 14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary PROPOSED WATER METER DISPLAY AREA- 1 SPACE PER 400 SF sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT EXISTING REDUCER t� EXISTING OFFICE: 6,400 SF/250 = 26 SPACES sheets, and connections to existing lines. representative prior to placement and fill. Where CBR testing is required, a VDOT representative EXISTING WAREHOUSE: 24 EMPLOYEES = 24 SPACES shall be present to insure the sample obtained is representative of the location. When soil samples PROPOSED REDUCER OPEN SPACE CALCULATIONS PROPOSED DISPLAY AREA: 4282 SF/400 SF = 11 SPACES 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current are submitted to private laboratories for testing, the samples shall be clearly identified and labeled � REQUIRED: 25% OR 2.99 AC. standards and specifications of Frederick Count and/or the Frederick Count Sanitation Authorit p y / y y' as belonging to a project which will be accepted by VDOT and that testing shall be conducted STOP SIGN TOTAL SPACES REQUIRED = 61, SITE AREA = 11.9654 AC. V♦ according to all applicable VDOT standards. HANDICAP RAMP (CG �- = TOTAL EXISTING = 66 PROPOSED BUILDING AREA 170,526 SF 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 V14. All roadwayfill, base, subsurface material and backfill of utility/storm storm sewer trenches shall be y/AIVDARDDRAMP DENOTES LOCATION OFF STD VDOT 1122 Op� M�ppgg ,�iSDICTI PROPOSED PAVED AREA = 154,570 SF REQUIRED HANDICAP PARKING 76-100 = 4 prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method CONSTRtTC1 PROPOSED HANDICAP SPACES = 4 utility verification and the proposed construction. A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector, density tests by a PARKING INDICATOR 12 TOTAL = 325,096 SF OR 7.46 AC. LANDSCAPE CALCULATIONS performed qualified INDICATES THE NUMBER OF TYPICAL PARKING SPACES REQUIRED: PERIMETER - 1 TREE PER 2,000 S.F. E-i Q, 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A p g y q g p OPEN SPACE PROVIDED: U result of his construction project within or contiguous to the existing right-of-way. copy of all tests shall be submitted to VDOT prior to final VDOT approval. TEST PIT LOCATION ® 11.9654 AC. - 7.46 AC. = 4.50 AC. OR 37% IMPERVIOUS AREA UP TO 100,000 S.F. TREE PER 5,000 S.F. OVER 100,000 S.F. 1 18. When grading is proposed within easements of utilities, letters of permission from all involved companies V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. LOADING CALCULATIONS �--� a O must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site HANDICAP PARKING INTERIOR - 1 TREE PER 10 SPACES � l � develo ment ermits. p P V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall ( RE UIRED: 1 SPACE PER 40 Q 0 00 SF PROPOSED IMPERVIOUS AREA: 154,570 S.F. W Q �' ~ O 19. The developer will be responsible for the relocation of any utilities which is required as a result °f his meet VDOT minimum design standards and is the responsibility of the developer. VEHICLES PER DAY COUNT 100 164,126/40,000 = 5 SPACES 100,000 / 2,000 = 50 TREES ►-+ Q O U U� ♦� project. The relocation should be done prior to construction. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement PROPOSED BUILDING ENTRANCE TOTAL PROPOSED SPACES == 21 54,570 5,000 = 10.9 TREES Q CIO H O 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected markings must be installed by the developer or at VDOT's discretion, by VDOT on an account 76 SPACES / 10 = 7.6 TREES in accordance with state law. In the event gravesites are discovered during construction, the owner and receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The a U) 04 engineer must be notified immediately. bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed EXISTING STREET LIGHT W W O a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on TOTAL REQUIRED TREES = 69 ® Q W �+ 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 field the VDOT's approved list. A copy of this list may be obtained from the District Material Section. Contact the local VDOT Residency Office with any questions regarding sign material and placement. PROPOSED STREET NAME SIGN + TOTAL PROPOSED TREES = 69 W <' W (Z' � � actual conditions and approved plan. O 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard V18. The developer must provide to the local VDOT office a list of all material sources prior to PROPOSED SANITARY LATERAL CLEANOUT * O0 (� U1 proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered construction. Copies of all invoices for materials within any dedicated street right-of-way must be SANITARY MANHOLE IDENTIFIER 12 ANY PROPOSED SIGNS, OUTDOOR professional engineer and results submitted to Frederick County prior to pavement construction. If a provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices LIGHTING, AND STORAGE WILL MEET eotechnical report has been re ared, it should supersede the requirements in this note. g P prepared, p q may be obscured. O6 THE REQUIRED ZONING STANDARDS PREVIOUS APPROVED SITE PLAN FREDERICK STORM DRAIN STRUCTURE IDENTIFIER OF COUNTY 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. Density will be determined using the density control strip as in VDOT's Road �7 #04-04 DATED MARCH / 2 0 0 4 Z or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement specified and Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall these of excavation or demolition. Names and telephone numbers of the and operators underground utility lines in Frederick County below. These perform tests. A certified copy of the test results shall be provided to the Residency Office. In additions to EASEMENT LINE NO ENVIRONMENTAL FEATURES ON THIS SITE TITLE: SITE PLAN FOR LETS 26, 27 AND 28 TITLE: 0 appear numbers shall also be used to serve in an emergency condition. checking stone depths, a VDOT representative shall be notified and given the opportunity to be CENTERLINE present during the construction and testing of the density control strip. EXISTING SPOT ELEVATION 12.0 V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road + and Bridge Specifications -Section 315. Density will be determined using the density control strip as PROPOSED SPOT ELEVATION 115 9 specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. A VDOT representative EXISTING TREE LINE �.. UTILITY CONTACTS shall be notified and given the opportunity to be present during the construction and testing of the control strip. EXISTING TREE " 15 OAK 15 PINE TRIP GENERA TION DA TA V21. Approval of these plans shall expire three (3) years from the date of the approval letter. Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co. P.O. Box 1877 P.O. Box 2400 V22. Final location of CG-12 Curb Ramps shall be determined by VDOT inspector. PROPOSED TREE �P�j1 15 OAK 15 PINE CLASS USE UNITS BLDG. AREA TRIP RATE VPD Winchester, VA. 22604 Winchester, VA 22604 °' 150 WAREHOUSE PER 1000 SF 164,126 SF 4.96 814 (540) 868-1061 (540) 869-1111 710 (P.198) OFFICE BLDG PER 1000 SF 6,400 SF 11.01 71 li li Lb (/ (i FCSACONS D T T!'�TI ®N NOTES 1 I (P.1052) 885 Power: Allegheny Power Phone: VERIZON TOTAL TRIPS P.O. Box 1458 P.O. Box 17398 Hagerstown, MD 21741 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. DATE REVISION �r SEAL CO VER SHEET Baltimore, MD 21297 1-800-654-3317 (301) 954-6282 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY. 2/24/04 PER F.C.S.A. COMMENTS Project Name: 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. AND ASSOCIATES TOAN 2/25/04 PER VOOT COMMENTS 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF 3/5/04 PER F.C.S.A. COMMENTS I,TH pF MISS UTILITY 1-800-552- 7001 WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO �'Q' �l 5/I6/01 SHOW OfSPLAY AREA 4 REVISE PARKING CALCULATION Owner: Address, Including Zip Code &Telephone No. FIRE MARSHALS NOTE BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE 360-2 MCGHEE ROAD TOAN BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN U MARK D. SMITH AND ASSOCIATES WINCHESTER, VA 22603 PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. b No.022837 �k �O�"`� (540) 665-0693 Fire lane markings and signage: "No Developer: Address, Including Zip Code & Telephone No. Any Parking" signs and yellow painted curb locations will be installed by field 5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: inspection at the direction of the Fire Marshall's Office. A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. p� n SHEET T INDEX OVAL SAME AS ABOVE FIRE FLOW DATA: HYD# FIRE FLOW DATA: HYD# B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES. STATIC PRESSURE = STATIC PRESSURE = C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE Engineer Certifying Plan: Address, Including Zip Code & Telephone No. PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY. 151 WINDY HILL LANE RESIDUAL PRESSURE = RESIDUAL PRESSURE = THE AUTHORITY WILL INSTALL THE METER. WINCHESTER, VA 22602 D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. GREENWAY ENGINEERING AVAILABLE FLOW = AVAILABLE FLOW = SHEET 1 COVER SHEET (540) 662-4185 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: DATE! JAN, 21, 2004 SOURCE: SOURCE: A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. SHEET 2 SCHEMATIC PROFESSIONAL SEAL & SIGNATURE B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE APPROVAL DATE: DATE: WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS SHEET 3 SITE PLAN THESE PLANS ARE IN CONFORMANCE WITH COMPLETED. SHEET 4 SITE PLAN COUNTY OF FREDERICK STANDARDS AND SCALE: N/A 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. SHEET 5 WATER, SEWER & STORM PROFILES ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY DESIGNED BY: HANDICAPPED PARKING NOTE 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION SHEET 6 EROSION CONTROL & LANDSCAPE PLAN THE ZONING ADMINISTRATOR PRIOR TO ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A REMOTE READOUT IS REQUIRED. SHEET 7 EROSION CONTROL NARRATIVE & DETAILS CONSTRUCTION. FREDERICK COUNTY ZONING ADMINISTRATOR DATE AS Handicapped parking spaces and aisles shall slope 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A JOB NO, 2342M no greater than 2% in all directions. RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. * SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPT. APPROVAL A REMOTE READOUT IS REQUIRED. 0 SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FCSA APPROVAL SHEET 1 OF 7 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 h GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB sir GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARE]IF] TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. -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 EXCEEDED STANDARD CG-7 IS REQUIRED. s . w. 70 The bottom of the curb and gutter may be constru tsd pamllal to the slope of subbase courts provided a minimum depth of Y Is nwintoined. TN. area may be concrete MIN.. OE EC-1 ro- Class I Class 11 3' SPECIFICADON RIEFERENCE COMBINATION 6" CURB & GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 %%Street approach lama (radius to be as A surfacing a. mainline shorn en plans) -1 roadway (Rodlue to be as G shown on plane) 1,Radial sitter%Uin.2 S,'D CO-12 . curb and pa llor(St'd. CG-6) 4' SIOON"6'4 Optioroinsien E.po Exp Joint Note: Widen 'El' 2'-0' or as A V Mainline roadway, shown on typical section. PLAN VIEW 2' 4 Class A3 (H.ES. Concrete n3ion Joint SECTION C-C 10' Parabolic Curve ® Construct Grade changes with a parabolic curve. Edge f whouWer 8% Max. ® a Optional Flow un, —I pope Change D When St'd. CG-11 Is used for entrances built in conjunction with VOOT projects, plwaw 6e Mainline Rood.ay nob following: 8% Yen Slaps Guarlge m D Y3CMainlvement na pashall be constructed to the R/W line (except any subgrode 40' Min. far Street Connection stobili-ti- required for malMine trwhich ' be omiNed in 20' Defor CommerNol Ent,. the entrance.) 5' Min. SECTION A - A ♦ Radial curb or mblr"Wn curb and gutter shalcol at be constructed except !a beyond�tRQ Guidelines for Grade Change 0 �Gnees When Lead In conjunction with standard Entrance Volume Desirable Maximum CG-3 or CG-7, the auto face on this Standard is to be adjusted to match the High (man than 1500 VPD) 0 % 3 % mountable curb configuration. Medium •500-1500 VPD) 3 % e % See Standard CG-12 for Curb Ramp design to be used with this Standard. Lo. (lea Nan 500 VPD) 8 % 8 % ® When the entronce rodI cannot accommodate the taming requirements of anticipated heavy truck traffic, conelderation should be gl- to Increasing the depth of adjacent proposed "we& to 7 inches. % Optional flowtlne may be used for entroncee in cut sections. Optional florline may require warping of a portion of gutter to preclude ponding of water. SPEREFERENCCEE METHOD OF TREATMENT — CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES V RGINIA DEPARTMENT OF TRANSPORTATION 203.04 GG-12A PERMISSIBLE -1 8'-0" 4'-0' CONSTRUCTION I %5 DOWELS, 8' IANC BACK OF CURB JOINT 4'-0 O 12' C-C 12:1 MAX. l-48:1 WX. MIN I B �I 3 s ON A —A B L AIA 'AUJ(. p NIA. o PERMISSIBLE 2 -4TANGENT PLAN JOINT CONSTRUCTION TRUNCATED COMES - - A SECTION B-B A 4' SOUME LANOM AREA OUISCIE YELWAY SHALL A>� , I0A7 TBEHEpue WITHIN CROSSWALK 5 MIN. 5' MIN. 10:1 MAX, 10:1 11AY- aauLACahN,c ALTERATIONS TYPICAL PLACEMENT (n� TYPICJ PEMENT AT INTERSECTION II AT INTERSECTION WITHIN CROSSWALK DIAGONAL VARIATION WITHIN CROSSWALK (WITH BUFFER STRIP) + THIS DESIGN TO BE USED WITH CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LARDING (48' WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW NOTES; ION CONSTRUCT, 6 FEET FOR ALTERATIONS. I I DU 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) Wf01 SUP 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 T -1 I-�• DIA, WITH THE APPROVAL OF THE ENGINEER. 2. THE DETECTABLE WARNING SHAM BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES To BE STAMPED TRUNCATED DOME IF Cut -IN -PLACE OR PRECAST IN TOP SURFACE THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A DETAIL CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDING FLARED SIDES). OR FEDERAL TRUNCATED DOMES SAFETY YELLOW 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLTTH9CALLY WITH RAMP FLOOR OR BY USING PENMISSABLE CONSTRUCTION JOUNT WITH REQUIRED BARS. -2)6' C-C 4. IF RAMP FLOOR IS PRCAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT AOl01NLNG FAMED SLOES O CAN O 0 CBE CAST INPLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 0000000000000 ENTER 5. REQUIRED BARS ARE TO BE No. 5 X 8' PLACED 1' CTO CENTER ALONG BOTH SIDES OF THE RAMP 0 0 000000000 0 00 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 6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB ARE INCLUDED INPAYMEM 296' C--CFOR CURB/CURB AND GUTTER. 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRFST'ED BY THE ENGINEER. THEY ARE To 000000000000000 N BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT-OF-WAY OF A HIGHWAY 000000000000000 FACILITY CROSSES A CURB REGUA DUM OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY 000000000000000 MUST BE LOCATED WITHIN PEDESTRIAN CROSSWNJCS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, 000000000000000 AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP .0000000000000001 INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SUP RESISTANT 44VNiL1BLE PATH USED 8Y PmTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAR BE APROACHED, ENTERED, AND PAY LMTS� 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE UNITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS DETECTABLE WARNING PERPENDICULAR TO THE CURB. DETAIL 9. TYPICAL CONCREIE SIDEWALK IS 4' THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMOOATE THE TURNING REQUIREMENTS OF N40CIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED SHEET 1 Of 3 TO 7'. CG-12 DETECTABLE WARNING SURFACE SRENTE�tCE WV.I/Q4 TYPE A (PERPENDICULAR) APPLICATION 105 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 - NOTE: EXISTING POWER POLES AND GUY WIRES TO BE ADJUSTED AS REQUIRED END —SECTION 1 —60" PIPE Hue and an outlet end-wclions Id Spigot Mw Irht vet-rctmjy ,j END —SECTION DIMENSIONS CUM. A 8 C D E 12' 4' 2'-0' 2'-0' 4'-0' 2'-0' 15' 6' 2'-3' V-9' 4'-0' 2'-6' 18' 9' 2'-3' 1 -9 24' 9 1/2' 3'-7' 2'-6- 6'-1' 4'-0' 30' 1'-0. 4'-6' V-7 3 C W-1 3/4' 5'-0- 36' 1 1'-3' 1 5'-3' 1 T-to 3 4 e'-1 3/4 6'-0' 42 1'-9' 5-3 2 -11' 8 -2 6'-6'- 48' 2'-0 1 6'-0' 2'-2' 8'-2' T-O' 54` 2-3 1 5*-S' 2'-9 1/4' 8'-2 1/4' 7'-6' 60' 2'-11' 1 5'-0' 3'-3' 8'-3' 8'-0' ALTERNATE END -SECTION 1 - 60" PIPE Hub end on outlet and -section, Spigot .4 on Inlet and-aecttons X X END SECTION DIMENSIONS 2' 2'-0' 4'- ' '-1- 2'-0 15` 2'-3' 3'-10' 6 -1 2'-6 •9. 2'-3- 3'- 0' 8 -1 3'-0• 21' 9' V-11' 3'-2' 6'-l' S-6' 24- 10' 3 -7' 2 —e 6 -3 4 -0 2T 10 1 2'ffl4'-O-2'1 1 ' e'-1 1/2' 4 - 1'-0- -7 3 4'33' 1'-1 1 2' 1/4' C- 1 3/4' 5'-6' 36' 1 -3 10 3 4 W-1 3/442' i'-9' '-11' 8 -2 6-6 0.'-2'8 -2 7-0 5 '2'-3' '-11' 8-4 7'-6'60.'-3' 8'-3' 8'-O' 1 'A .�NEW— 0 z cc LLJ LLJ CD z W cD to 00 It a� c� C\1 CO c� �LO M) Z x to� to (\2 W WO U a)� —+ rx. A ;••1 I`1 (1) O bB F-1 0 r I Z O I Z z z d I V1 z W < v I�Ny O O O < 5 I W < Q Q ,n in lY I i Q W IQ (Y W W 0. } (X � O O O r O F/-ll m N N m n I I— \ I'LTH OF U T (S) j MARK D. SMITH 110o� No.022837 SIONAL INCGATOR VALVE v PLOP. < OFFIGE) „ v ": VAL\/E __ - - - -_ - - \ -- - ,- --- - -' - - - &- - 0!_ _ _ _.. GCS- R - J l� I" - TER - 3 - _ - O: - - - PROP 4" SAt`t SAT - - - - PROP 51 GN + - - +- - _ _- - (TO- VERIFIED j - - - n! DSO 97, e FH - 2 _ - - - _i- -r--- \ a CO a 1 _3 _ — 2' GURB dPENI ; / - t U) ' CD 0 U 2' GURB , 0' �/' `�'�. l j f — 0 W^'� PENINC� I �1 Vas / I VA I vA 5ok F- V N/F SPAHR METRIC INC. I DATE: JAN. 21, 2004 USE: VAGANT ZONED: M- I PIN: 43- I q -4-1 Vie EX. ( SCALE: 1"=30' LAKEV I Elul ��•,� �50 15 O 30 60 I DESIGNED BY: AS G I fi`G L. JOB N0. 2342M �h SCALE: 1" = 50' SHEET 4 OF 7 ' N/F 'BETT1' MGKONN USE: VAGANT PIN: 45-A-15 126 124 � ASSEMBLY N/F LEN01 0, G I T--r G O • .SSE : VAGANT ZONED: M- I PIN: 45-A-63 720 s 8" FIRE JNE 23Q �''~ 42" MIN. OVER ,•.R.•.� ��,.�� I ZONAL - - -- - ---- - - -.. _ . G G - -- - _ -724 -- \ STORM WATER MANAGEMENT .}_._ • • �i-- \ f` FAG I L I TY ------ ER__._,_� - - - =0- _-_ _ _ -- _ —.._._ - d _ C - _ =i _ _ = _ - -_ ^_ ___ _ Q _ _-� _-_ -_ _ _ _ _ _ -�- _ =e---_-_-_- - -_-_- -_- - -_-- -_--_- - - - - _ _ _ - - - -_ _-_-- -_--_-_-_-_- _ - _ -_- - _ - _-_-_-_-_-_- - _ -_ -. _._ _ t --- -- __ _" _ _- �__._--___-___--__-----�i----------� ___ = ----__-__—__— -__ —- ---_-- - _ --IS'xlO'- GONG-BETE_-DUMP5 --__"-- "_ -- - - -- _ ___PADWI-_BOARD-ON-BOA. - -__ --------_--__— _ —�___— ---_-� —_-__— ___� -__--_ __'=_ =-_ - -- - FENCE -_ - -_ _ __---------------____-_--4__-- —____==-=—r;=----------------------------------- _ - -_ _�= -- ==ice-= — =- __ —_--------t-====___-- ______---_-_ __- =_� _�__- -_-__---__-__-_-___=-_--_-_-------- —_-___ _=-__�-___ = =_—__ ___-_-�-______ -- __—_ =-_�' - 7-1 _-----._�---------------------------- ----------------------------- - __-------------- ----------_------_. ----�_ =._.._--------.._._--_-_` ______.___�_\'-45* _ i �✓ / \ PROPOSED: I STOR'I' WAREHO�J \\ y _� o0 r ` I STORY OFF I GE \ \ -- _-v -- W �+ / WAREHOUSE = 14cf ,526 SF \\ \\ 0 N �� J O f OFF I GE - 6�p0 SF'_3z I d i F.F. ELEV.=-13.2.00 f 1 ..� -��- BLDO. HT.= 55 F\EET / / l ss 3 LL aS LLI LLI t __J - +00 12'xl2' PUMP HOUSE TO CONTAIN FIRELINE METER a BAGKFLOW L1 r PREVENTION DEVICE W/ METER INTERFAGE UNIT TO TRANSMIT READ11465 (PER FGSA SPEGSJ >?�ND 1500 GPM ©100 P51 LEGTRIG PUMP. PROPOSED/D15PLAY AREA /J - 0 ARD� W I 702.0' /4282 SF �- z `� �\ c) i" WATER 5ERVIGE (TO`BE VERIFIED BY PLUMBER) G_ 'v= -- _ �x_ .._-.__► _ _='-�xs = ►� - - vs `�-_;H� -_-r� -r� �� w w—w�w�'�� - - =g� • E-- I v • _ �- - - __- 3 - END Q / -_ = lrr_-„ y, 2 PROP. OFF I GE � F-____-__ .__ ___.. 5 GONGS/W o � • --1= - �"-Po-s�INQtG1Tc SAL-_v>=_- _ l 3,000 S.F. __ - `� O _ _ __ -_- _- _ - -_ _-_ _- � — _ _-_ _- _--_. _ _ _-_ - -_ _ _ !✓° ,. '� / FF - 732.00 - t,.:_ �_ 45° R�-OGA_Tff---_-----`---_-= =� --- -_- __ ___ _____-t-----_-__ _--� _ `_ _ __ p__ _----/�- = C =--- - 5°BEN ___-�___—�_ _=_;—. _�-------_-- _ — _ ______---- = _=- =)•3EPTt�=t___ �?- 424t..t'°i_LN;_B1JR_Y_- / - -- - - - - - 4'-GURB-0PENIN& - -2Q) ,r G-- URB OPENING X PPROX:�-iJ €X. 8�' • �,4 r-------"- �` _` � 728 �~ WATER LINE�STUB N -`�- - -- --- y -- _ _ -- EX. SAN. LAT._-_- „� O ►U� _____ — — — — �•/ _ _ _ _ pq G � EX. MH 36 w�T �''�•. S .� EX. I2"x8" TEE EX. TOP=-132.28 6'Y ram, EX. 8" GATE VALVE EX. INV=724.g2 `"� ` \ `1 FX 5�.� ` -•..., „� --�. 1, All NOTE: EXISTING POWER POLES AND �� .0 N/% �� Sox D,. GUT WIRES TO BE ADJUSTED AS � •kv. i'S N/F SPAHR METRIC, INC. ��u �O 3$o�r,�N�° REGU I RED USE: OFF I GE/WAREHOUSE �` � Ay 50 15 0 50 60 ZONED: M- I PIN: 4 5- I q- 4 6 �/S, NOTE: ADJUST EX. � FH A5 REQUIRED I SCALE: 1" = 50' 722 � 2�Q 10' 5TORM DRAINAGE / J1/ E5MT ND i it J /l l f / TOP AND BOTTOM AT 4'x4W' POSTS IW � NOTES: I. PRESERVATIVE STAIN ON ALL WOOD. —" COLOR TO MATCH TWAT OF BLDG. s 2. FINISHED SIDE OF PENCE SHALL FACE In ADJOINING PROPERTY, IF APPLICABLE.An COMPACTED GRAVEL WOOD FENCE DETAIL FOR DUMP5TER ENCL05URE NOT TO SCALE N/F K N ti TORN AND A550G.Q N LTD. USE: NAREHOUSE / ZONED: M-1 % 1 / PIN: 45-1q-38 / f FIRE IfIYDNT A55E 13it I / } / Y_ 20 �.LAc� 4. 4 + Q'+ + 40' - D UBLE 24" RG @ 0.590 INV IN= 22.20 INV OUT= 00 4 �. Y / `� , DITCH AS REG2UIRED t ` EX. MH 35 = EX. TOP= 72a.52 \ EX. INV.= 71g.65 (8" OUT) EX. INV.= 71q.g6 68" IN FR 55A) 2� EX. INV.= 721.65 (8" IN FR 36) x 4" AT. INV.= 720.65 (GORE DRILL) 0 + + ( -I- + + 4- ' + + Dt-dumppad PAVING SGHEDULE 2" 5M-12.5A 6" BM-25.0 6" 21-B BASE STONE I/2" 5M-125A 5" BM-25.0 8" 21-B BASE STONE 2" 5M-12.5A 8" 21-B BASE STONE II IIMI= MCL•1 I ^-r• )S SECTION 301.04 CLASS A-3 CONCRETE 6" BASE 21-A COMPACTED 51.15GRADE (COMPACTED TO 959- DENSITY AT OPTIMUM M015TURE CONTENT, VDOT VTM-I METHOD) TR)45H DIJt%-1F5TER P,41D (NOT TO SCALE) W W Z Z WC\2 o cfl LO -t ." c\2 CO 0 3 CD �•� x o� Lo C\2 W �) �� W� Lo V7 U Lo Fw Y302 A Q) Q ow� z O J z� z O z Q -� o ° w < OL < v o a w LL > LL 1,11 o CL CL C E, e(340" j", i OF U MARK D. SMITH v No.022837 W sI�N L I U J cr) w a �> uj Q� EQ � � Z (D� 124 Q� W� 01.0 uj p z 0 DATE: JAN. 21, 2004 SCALE: 1"=30' DESIGNED BY: AS JOB NO. 2342M SHEET 3 OF 7