Loading...
HomeMy WebLinkAbout58-07 Donovan's Trucking - C.W. Wright - Office, Truck Main. - Shawnee - Backfile (2)CENERAL NOTES used in the construction of the improvements herein shall conform to the current 1, Methods and materialsP ° specifications and/or current VDOT standards and specifications. Count construction standards and s ecifica Y P / P including detention ponds serving as silt basins during 2. Measures to control erosion and siltation, g p g g ce of the site development permit. The approval of these plans in construction; must be provided prior to issuance P P PP P 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. (VDOT) 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. 1 guard rails will be determined b VDOT personnel. "A joint inspection will be held 5. The exact location of al g Y P . J P with the Developer, Count Representatives, and Representatives of the Virginia Department of Transportation P Y P P VDOT to determine if and where guard rail and o f paved ditches will be needed. The developer will be (VDOT) g / P �� P responsible for providing guardrail and paved ditches as determined by this Joint inspection. Refer to ' t of Transportation VDOT Guard Rail and Paved Ditch Specifications. Virginia Department p (VDOT)_ 6. An approved set of plans and all applicable permits must be available at the construction site. so, a P illtitAlso, representative of the developer must be available at all times. 7. Warningsigns, markers barricades or flagmen should be in accordance with the Manual on Uniform Traffic g g Control Devices (MUTCD). 8. All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. VDOT CENERAL NOTES Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation VDOT Road and Bride Specifications and Standards, the Virginia Erosion and P P (VDOT) g P y � g Sediment Control Regulations, and any other applicable state, federal or local regulations°. In case of a discre anc or conflict between the Standards or Specifications and Regulations, the most stringent shall p y. p g g govern. g V2. All construction shall comply with the latest U.S. Department of. Labor, Occupational Safety and Health. Administration OSHA and Virginia Occupational Safety & Health VOSH Rules and Regulations. (OSHA), g P Y ( ) g V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in Area Protection Maual. Furthermore, all traffic control accordance with the current edition of VDOT's Wn flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic P g signal poles, junction boxes, controllers, etc., owned by. VDOT or private / public . utility companies. It is the sole responsibility of the developer to locate and identify utility facilities `or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for an work within VDOT right-of-way. P YEXISTING V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held • by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. LEGEND � 330 __ EXISTING INTERMEDIATE CONTOUR -- - ••-•- - _ _ -- -` -- -------------_.�_-_------___� EXISTING, INDEX CONTOUR 0 33 PROPOSED CONTOUR 400 EXISTING EDGE OF PAVEMENT EX E�P PROPOSED EDGE OF PAVEMENT PROP E/P EXISTING CURB AND GUTTER EX C&G PROP C&Gork PROPOSED CURB AND GUTTER CG_ 6 CG-69 TRANSITION FROM CG-6 TO CG-6R EXISTING TELEPHONE LINE - - __ - T - PROPOSED TELEPHONE LINE T EXISTING STORM $EVER EX 15" RCP PROP 15 RCP"M PROPOSED STORM SEVER` EXISTING SANITARY SEVER .. w. .... A... _.. S w.. ._ _ .. M S -- --- PROPOSED SANITARY SEWER S ELECTRIC SERVICE - = E - - - - E - - - = E -- - - PROPOSED ELECTRIC SERVICE E VICINITY MAP SCALE: 1 - 2000 � W W Z W o co �t ai Q � ' , Z xLO q' i W a� v ►n •a � .-� � 0 It � 00 v co of CO 0 q cat o -t a H w � • �. � a ,.: ......_< <HS�. r ` ' . Z� 4.` �< (` �T ' `,��`,•.,� f,,�' ,,, �� �•-- �'' ,-� `� f` ,; '' -�, ,�' ` •! ti /C. . .w �;'" ;�1 �, �_ L .SITE ��r'�21 '-� - _• /9p- 'i �' ) , �` i� � � � \ � j - %QT . ' --, ` i ` $ j' / 1 U r� n �T SIl�,El INl/��l COVER SHEET EROSION &SEDIMENT CONTROL NARRATIVE &DETAILS 2 EROSION & SEDIMENT CONTROL PLAN 3 GEOMETRY &UTILITY PLAN 4 GRADING PLAN 5 WATER/SEWER DETAILS & WATER/SEWER PROFILES 6 HIGHWAY DEPT DETAILS 7 LANDSCAPE PLAN 8 �1.� APPROVAL NAME DATi� i;1 �- ., o . ,����� �Q t 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated on the plans and as required at the field inspection. 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conform to VDOT standard SB-1. 12. Construction debris shall be containerized in accordance with the Virginia Latter Control Act, no less than one litter receptacle shall be provided at the construction site. P P 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure that the streets are maintained in a clean; mud and dust free condition at all times. 14. Notification shall be given to the appropriate utility company prior to . construction of water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines: 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current standards and specifications of the Frederick County Sanitation Authority. 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction. 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a result of his construction project within or contiguous to the existing right-of-way. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to Frederick County Public Works Department prior to issuance of grading and/or site development permits. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. 20. These plans identify the location of all known gravesites. Gravesites shown on .this plan will `.be protected in accordance with state law. In the event gravesites are discovered during construction, the owner and engineer must be notified immediately: 21. The contractor is to verify field conditions prior to and during construction and notify Greenovay' 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",j per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified b a re istereClr� • • 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 unlit lines in P P g Y Ton. Frederick County appear below. These numbers shall also be used to serve in an emergency condition. 24. All utilities to be located underground. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected g by this project shall be maintained through construction. The Developer' shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) an Erosion and Sediment_ Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly P P P P P Y rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed. VDOT right-of-way shall have a minimum thirty -sax (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc,) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill: Where CBR testing is required, a VDOT representative Q.hall be present to insure the sample obtained is representative of the location. When soil samples are c: bmitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the m:. . -. in direction of VDOT, density tests shall be performed by a qualified independent agency accordance with VDOT Road and Bridge Specifications: Certified copies of test reports shall be submitted to VDOT daily; unless specified otherwise. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these laps and/or as P / specified by VDOT. vi6: The installation of any entrances and mailboxes within any dedicated street right-of-way s.in.41 meet VDOT minimum design standards and is the responsibility of the developer, V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed b the develo er or, at VDOT's discretion b VDOT on an account receivable basis following the Y P Y g Manual On Uniform Traffic Control Devices.. V18. The developer shall provide the VDOT Residency Office with a list of all material. sources prior to the start of 'construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT ResidencyOffice prior to acceptance of the work. Unit and total races may be oscured. P P P V19. Aggregate base and subbase materials shall be placed on sub by means of a mechanical spreader.' Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM 10. A certified compaction technician shall perform these .tests. Certified .. .. copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction sand testing of the density control strip. con V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and P VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present ,during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty=six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT fora approval riot to P g p g. PP P• placing pipe.. Foundation designs shall comply with VDOT Road and Bridge Standard PB 1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need .for foundation g / stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Rams shall be installed where indicated on these plans and or ass ecified P P / P by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted. and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. EXISTING GAS LINE - -0 = - - -5 - - - _ 0 - _ - PROPOSED GAS LINE G PROPERTY LINE -- - �- - -- - �- FENCELINE X X X EXISTING POWER POLE EXISTING TELEPHONE PEDESTAL EXISTING WATERLINE W/ TEE --•- -~-w-- - - -a-`� - -- ice}--�-- -- -- PROPOSED WATERLINE. W/ TEE V ' T' EXISTING FIRE HYDRANT C EXISTING WATER VALVE ._ PROPOSED. WATER METER V -� PROPOSED REDUCER W STOP SIGN ' PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES 12 HANDICAP PARKING VE14ICL1uS PER DAY COUNT 100 PROPOSED BUILDING ENTRANCE PROPOSED STREET NAME SIGN - .PROPOSED SANITARY LATERAL CLEANOUT S 12 SANITARY MANHOLE IDENTIFIER i2 STORM DRAIN STRUCTURE IDENTIFIER O EASEMENT LINE _ - CENTERLINE - EXISTING SPOT ELEVATION X 735.4 PROPOSED SPOT ELEVATION X35 EXISTING TREE LINE A••0 -51 a� o an Z In F � O v o p w 5 W a tti z '-' ao W A W A o 0) cn 0 to THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND, ORDINANCES. ANY DEVL4TION S B OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION T lr U MARK D. SMITH '� No,022837 l 6 `� l cS'S Cs IONAL PROJECT CT INFOR1YlA 1 ION SITE LOCATION.: VVESTVIEW BUSINESS CENTER PARCEL IDENTIFICATIONr NO. 64-11-15 LOT. AREA 5." 0 AC. DISTURBED AREA. : 3.t1�, AC. - - CURRENT ZONING M - CURRENT .USE : TRUCK MAINTENANCE/OFFICE PROPOSED USE TRUCK MAINTENANCE/OFFICE SIGNS:, ONE PROPOSED. ALL SIGNAGE MUST CONFORM WITH THE STANDARDS OF SECTION 165-30 OF THE FREDERICK COUNTY ZONING ORDINANCE. BUILDING HEIGHT: MAXIMUM ALLOWED=50'=0" PROPOSED=20°-0'° PER REGIONAL AIRPORT AUTHORITY BUILDING SETBACKS: REQUIRED. _FRONT.. 75, PROPOSED. FRONT. 347.10 SIDE: 25 SIDE: 53 REAR: 25 REAR: 42 ' F.A.R. CALCULATIONS. PARKING CALCULATIONS LOT` AREA 217 800 S.F.- 5.00 ACRES � REQUIRED ,PARKING: PROP BUILDINGS = 8,400 S.F. OFFICE = 1 SPACE PER 250 S.F. 8,400 S.F. / 217,800 AC = 0.04 = F.A.R. TRUCK MAINTENANCE = 1 PER EMPLOYEE AREA = 1,200 S.F./250 S.F. OFFICE AR 5 SPACES REQUIRED OPEN SPACE CALCULATIONS MAINTENANCE EMPOYEES = 4 4 SPACES REQUIRED 25% OPEN SPACE- REQUIRED = Q 25 800 SF X 0.25 = REQUIRED SF TOTAL SPACES REQUIRED = 9 TOTAL SPACES PROVIDED 17 OPEN SPACE PROVIDED = 105,921 SF. OR 49 HANDICAP. SPACES REQUIRED 1 TO 25 SPACES LANDSCAPE CALCULATIONS 1 SPACE REQUIRED LANDSCAPE AREA REQUIRED=25� OF SITE ICAP .SPACES PROVIDED 1 105,921 SF (OS)/217,800 TOTAL SITE)=46.6% ( PARKING AREA LANDSCAPING TOTAL PROPOSED IMPERVIOUS AREA = 104,987 SF a,,, �; REQUIRED. PERIMETER PLANTINGS = 100,000/2000=50 + 4,987/5000=1 Gam. a��) TOTAL PERIMETER PLANTINGS REQUIRED = 51 TREES REQUIRED INTERIOR PARKING LOT = 5% & 1 TREE PER 10 SPACES i���`�',�,y . _ _ ^ ._ 17 SPACES/10 - 2 TREES REQUIRED i TOTAL REQUIRED PLANTINGS = 53 TREES _ TOTAL PROVIDED PLANTINGS = 53 TREES • V Z ® E-1 (s� W � � Z U) W ® > V U a. - �'i' V , d; , Zr. -- �•�" �. • V O W Z m 3 W t � r J ' LU Q� Z 4 J a L1 Fe Z E--+ ►-+ Q ►4 Q+ �-+ �' H ~ U W Z ►Z+ , E-i Z � U ►-� Q fix., �rTT �7 UR �VEY AND TOPOCRAI'HIC INFORMATION DTI FCSA CONSTl ti U CTI ®N NOTES 1. Boundary survey was performed by: GREENWAY ENGINEERING Dated: June 26, 2003 2. Aerial, horizontal and vertical control surveys were performed b : P Y (Year) 3. Aerial, topographic ma in performed by: P Dated: 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com Y P 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. 4. The contractor shall coordinate with, and arrange for inspection b the Authority. G P Yo Y•mapping 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water main is tapped for the installation of anew lane: g PP a) The Authority shall furnish all labor and material:: b) The contractor must: 1. make application and pay deposit 2. mark the to location. p 3. coordinate installation with the engineering -assistant. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the contractor's responsibility to have the meter box assembly installed correctl P Y Y Y Before a permanent meter is installed: a The meter box with its frame and cover, must be properly aligned with the co ersetter. P P Y g PP b) The frame and cover shall be set to final grade. c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. d) All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existinglines: a) The location of the service lateral is to be coordinated with the Authority's engineering assistant.. b) An Application for Service must be made and fees paid before work will begin. c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. d) For all 1 1/2 and 2" water services, the Authority shall make the tap and bring the i piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, Uj r� r� O /I �%ERS CER1 IFICA 1 L'l foregoing The fore oin Site Plan of the land of DON.OVAN TRUCKING AND EXCAVATING is with the free consent and in accordance with the desires of the undersi ned owners, properties and trustees if an g P P y' DATE APPROVAL T FIRE. U MARSHALL ' S. NOTL ,� �"', FRE RICK CO NTY ZO ING ADMINISTRATOR DATE *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF PLANNING APPROVAL Fire lane markings and signag_e: An "No Parkin signs and yellow aimed curb locations will be installed Y g g: Y painted by field inspection at the direction of the Fire Marshall s Office. TRIP GENERATION DATA Project' Name: C. Wo WRIGHT CONSfIT'RA U C TI ON CO. Project Number: 5*18CW CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD 130 INDUSTRIAL PARK 1,000 S.F. 8,400 S.F. 6 PER 1,000 S.F. OF GROSS FLOOR AREA 50 Magisterial District: SHAWNE�� MAGISTERIAL DISTRICT Date of Plan: (Month, Day, Year) March 9, 2®10 as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. * T N FROM ITE TRIP GENERATIO 7TH EDITION Owner: C.W.CW. WRIGHT CONSTRUCTION CO. Address, Including Zip Code & Telephone No. INDEPENDENCE DRIVE WINCHESTER, VIRGINIA 22602 540-535-7241 DATE: March 9, 2010 rw �r85 UTILITY l� ®NTA /I rye h 1s SCALE: N/A Water/ Frederick County Sanitation Authority Phone: Verizon Sewer: P.O. Box 1877 P.O. Box 17398 Winchester, VA. 22604 Baltimore, MD 21297 (540) 868-1061 (301) 954-6282 Power: Allegheny Power Gas: Shenandoah Gas Co. P.O. Box 1458 P.O. Box 2400 Hagerstown; MD 21741 Winchester, VA 22604 1-800-654-3317 (540) 869-1111 Virginia Utility Protection Service 1-8007552-7001 12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and its backflow prevention device, and/or 2) the fire service lines backflow prevention device. Developer: SAME AS ABOVE Address, Including Zip Code & Telephone No. SAME AS ABOVE DESIGNED BY: KP EG / FILE NO. 0518CW HANDICAPPED PARKING NOTE Engineer. Certifying Plan: GREENWAY ENGINEERING ERING Address, Including Zip Code & Telephone No. 151 WINDY HILL LANE WINCHESTER, VA 22602 (540) 66274165 SHEET 1 OF 8 3 Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. 07-16 i TEMPORARY SEDIMENT TRAP AN wE AM EXUVAT6 - MM eu4ai% CWM STONE CONSTRUCTI ON ENTRANCE �� arc 8WHWT CO MWL � VARIABLE x VARIABLE° THE PURPOSE OF THIS PROJECT IS FOR THE CONSTRUCTION BTR,aTe� '° "'" PAP ORIGINAL OF A 6,000 SF BUILDING, A 2,400 SF SHOP BUILDING, TRUCK MAINTENANCE W A ' 5:1 1.0' YARD AND ASSOCIATED PARKING IN THE WESTVIEW BUSINESS CENTER THE CONSTRUCTION SHALL BE SEQUENCED SUCH THAT CLEARING SITE IS,LOCATED ALONG INDEPENDENCE DRIVE (VA RT. 1092). A TOTAL OF OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE. ku 87 CU. YD./ACRE ' APPROXIMATELY 38 ACRES WILL BE DISTRUBED DURING CONSTRUCTION., '� ,, VARIABLE e• A A �" THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE z (ornawc) N SIDE ELEVATION OATS OP GONG CONSTRUCTION WILL BEGIN FOLLOWING PLAN INSTALLATION AND MAINTENANCE OF ALL EROSION AND vasmiG GROUND e7 CU. YD./ACRE APPROVAL AND WILL TAKE APPROXIMATELY 120 DAYS TO COMPLETE. SEDIMENT. CONTROL MEASURES. MAINTENANCE OF THESE m' M. (EXCAVATED) 4' MAX.ER FILTER CLOTH ORIGINAL MEASURES THROUGHOUT THE PROJECT 15. CRITICAL TO THE I / GROUND EFFECTIVENESS OF THE PROGRAM.W O U) 1101 OdSTING BITE C 01111GNt THE PROPOSED SITE IS GENERALLY LOCATED C0 � B �0Pi0' •• AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED THE ALONG THE TOP OF A NORTHERLY RIDGE. MOST OF THE SITE IS COVERED c� - SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP WITH HARDWOODS WITH THE REMAINDER BEING OPEN GRASSED AREAS. THE CONTROLS SHALL BE CLEANED UP AND REMOVED. � 1 0 12' ,INN. 10 "'"' P SITE IS. DIVIDED INTO GENERALLY TWO DRAINAGE AREAS SLOPING At AN ELECTRIC POWER,.tELEPHONE, STORM, SANITARY, WATER 4 GAS Gl p 0 CROSS SECTION OF OUTLET AVERAGE OF 4% TO THE EAST AND 1% TO THE WEST, BEFORE FALLING OFF SUPPLY TRENCHES ARE t0 BE COMPACTED, SEEDED AND STEEPER SLOPES. APPROXIMATELY FOUR ACRES FALL TO THE WEST WITH MULCHED WITHIN FIVE (5) DAYS AFTER BACKFILLING. NO MORE 0 1 LOT /I i —POSIMS °R4WAIGE ro' mw. - THE REMAINING ONE ACRE DRAINING TO THE EAST. .THAN 500 FEET ARE TO BE OPEN AT ANY ONE TIME. Z CLASS I RIPRAP COURSE'1Pf M"r sTRAPPM LENGTH (IN"AGE AREA 8dLBc THE EXISTING SOIL CONDITIONS WERE OBTAINED FROM THE ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED W •d °' 0 OF A WSS FUUD E wmnr I �� �- / ('" �') USDA SOILS SURVEY. THE PREDOMINANT SOILS ON THE SITE ARE WITHIN FIVE (5) DAYS OF COMPLETION OF GRADING. W � � 4 � � OPERWION "� PLAN VIEWS DIVERSION GLEARBROOK CHANNERY SILT LOAM (9C) AND WEIKERT-BERKS CHANNERY v a op Aw �- _ SILT LOAM (41C). THE EROSION HAZARD IS MODERATE TO SEVERE. DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS L •� �aoiIli 'r """ �' UNTIL VEGETATION HAS BEEN WELL ESTABLISHED, AT U 41CW 'i � E" �' ADJACM APWABr THE SITE IS BOUNDED ON THE NORTH BY INDEPENDENCE TIME THE CHECK DAMS SHALL BE REMOVED. �-- s• DR UNDEVELOPED M-I ZONED PROPERTY. BINDS THE REST OF THE SITE..=AMR= �Va � DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND rnrov «oirrJ ��-- �`-- SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE p, `�-- AREAlk. THERE ARE NO OFFSITE DISTURBANCES ASSOCIATED NECESSARY DUE TO CONTRACTOR PHASING OR OTHER » SECTION A —A ���/�-- �� � � � •,� e-7• 1 �/ �-� WITH THIS DEVELOPMENT. an ` .. / �... UNFORESEEN CONDITIONS. IT IS THE CONTRACTORS a COARSE AGGREGATE ``----11 vv- LL.� __ RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE W ti -•` 'r. / / ///� l��D61QN AIrD OWimm CONmL MEASM& UNLESS OTHERWISE CAVATED SHOWN, AS NEEDED IN ORDER TO CONTROL EROSION AND ' ss EX�� INDICATED, ALL VEGETATIVE *AND STRUCTURAL EROSIONAND SEDIMENT C . }}•,•• r AREA FlLTER CLOTH CONTAIN SEDIMENT ON SITE. ALL MEASURES SHALL BE CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED INSTALLED ACCORDING TO THE STANDARDS AND 41 /_ ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE SPECIFICATIONS IN THE YIRGINIA EROSION AND SEDIMENT .. VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK aoKroRcm CONCRETE SPACE COARSE AGGREGATE SHALL BE VDOT /3, /357 OR #5 CONTROL HANDBOOK 0 aaaN z SECTION B - D OUTLET (PERSPECTIVE VIEW) a BTOFMW14TW s NO STORMWATER MANAGEMENT IS BEING ~" PROPOSED FOR THE DEVELOPMENT OF THIS SITE. (SEE STORMWATER SOURCE AOAP71D from IM 9g0j nd Stondants for Sod erosion and Segment Control. and Va. DSWC Pfote J02-1 SOURCE: VA. DSWC PLATE. 3.13-2 INSTALL TEMPORARY CONSTRUCTION ENTRANCE WITH WASH RACK MANAGEMENT REPORT FOR WESTVIEW BUSINESS CENTER LOTS 11, 12, 14, Z (3.02) AT ENTRANCE TO THE SITE ON INDEPENDENCE DR TO MINIMIZE MUD 15, 16 AND 11, DATED SEPTEMBER 3, 2004) O CARRIED ONTO ROADWAY. U� a. TEMPORARY DIVERSION DIKE CONSTRUCTION OF A SILT FENCE w M (WITH WIRE SUPPORT) TEMPORARY DIVERSION DIKES (3.09) SHALL BE INSTALLED AS SHOWN ON MA6MUNIZ p1WWA-k a A THE PLANS TO DIVERT SEDIMENT -LADEN RUNOFF TO THE SEDIMENT w 1. SET POSTS AND EXCAVATE A 4•X4' z. STAPLE WIRE FENCING TO THE POSTS. TRAPPING STRUCTURES . ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE A TRENCH UPSLOPE ALONG THE LINE OF POSTS. SITE SUPERINTENDENT OR HIS REPRESENTATIVE AND WITHIN 24 TWO TEMPORARY SEDIMENT TRAPS (3.13) AS SHOWN ON PLAN SHALL HOURS AFTER ANY STORM EVENT GREATER THAN OB INCHES BE CONSTRUCTED AS A PHASE I CONTROL MEASURES PRIOR TO OF RAIN PER 24-HOUR PERIOD. ANY DAMAGED STRUCTURAL i CLEARING THE SITE. IT SHALL DETAIN RUNOFF LONG ENOUGH TO MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. ALLOW THE MAJORITY OF SEDIMENT TO SETTLE OUT PRIOR TO SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE m LEAVING THE SITE. THAT A GOOD STAND OF GRASS IS MAINTAINED. ALL AREAS t� i t _ SHALL BE FERTILIZED AND RESEEDED AS NEEDED UNTIL GRASS W to IIII ��- � , IIII1-4 TEMPORARY SEEDING (331) SHALL BE PLACED ON ALL CRITICAL IS ESTABLISHED. Q SLOPES (3:1 OR GREATER) AND AS NEEDED t0 STABILIZE DISTURBED A � AREAS. TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED t0 - - MAINTAIN 50 % TRAP EFFICIENCY AND DISPOSED OF BY I II VEGETATIVEMA&M& SPREADING ON SITE. FLO iP I INLET PROTECTION SHALL BE CHECKED REGULARLY FOR 4 PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET IS CLOGGED BY Compacted sue, TO DENUDED AREAS WITHIN SEVEN (1) DAYS AFTER FINAL GRADE IS SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED 19' m1n. FENCE AND•':'7(TEND IT INTO THE TRENCH. IXCAVATED SOIL 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKTE.AND COMPACT THE REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL MARK SMITH IMMEDIATELY: - No.022837 now STABILLZATION SHALL BE APPLIED WITHIN SEVEN (1) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING O REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE; CONDITION S Cs PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS At ALL TIMES. `SIGNAL �I / THAT ARE TO BE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS. �,���y ERO" Aim 4.6' m1n. � � -� .� � k}trt, / BW� 6d6�/1\11W{. rlal�i�V7 R J ^.. ! •'� : y . IIII TOPSOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY 1. HOLD PRE -CONSTRUCTION MEETING ON -SITE WITH INSPECTOR VEGETATION IMMEDIATELY AFTER GRADING. 2. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES FLOW - ONLY (PHASE I SEDIMENT TRAPS t DIVERSION DIKES) W 1 _ ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS 3. PLACEMENT OF SEDIMENT CONTROL DEVICES. y II —III ARE TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY 4. OBTAIN INSPECTOR'S APPROVAL PRIOR TO BEGINNING ® (� EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE CLEARING OPERATIONS. ­� 0) COVER WITHIN FIVE (5) DAYS AFTER CONSTRUCTION 5. CLEAR AND GRUB REMAINDER OF SITE. Q4 0) FILTER FABRIC 6. RESTORATION AND STABILIZATION OF DISTURBED AREAS. Q'1 Uj EROSION CONTROL MATS SHALL BE INSTALLED OVER STEEP 1. REMOVE EROSION AND SEDIMENT CONTROL MEASURES WITH Z Z n ; THE APPROVAL OF THE INSPECTOR z III I •;,:>„�' ARE I FINAL GRADE AND SEEDED TO PROTECT FROM RILL AND GULLY EROSION. NO?Fx THE FREDERICK COUNTY PUBLIC WORKS AND E-1 SOURCE: VA. DSWC PLATE 3.09-1 SOURCE: A-dapted from Inllation of Straw and Fabric Filter' Barriers for Sediment Control, PIATL 3.05-i ENGINEERING DEPARTMENT RETAIN THE RIGHT TO ADD AND/OR U Uvood k; staMODIFY THESE EROSION AND SEDIMENT CONTROL MEASURES W DURING THE CONSTRUCTION PROCESS, WITHIN REASON, TO > E 4 > ENSURE ADEQUATE PROTECTION TO THE PUBLIC AND THE F- ENVIRONMENT. EllTABLE 3.32-C a: Q TABLE 3.31-B SITE SPECIFIC PERMANENT SEEDING MIXTURES Q W E--i FOR APPALACHIAN/MOUNTAIN AREA DUST CONTROL` 3: '-:l z ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS Total Lbs. I. TEMPORARY SEEDING SHALL BE APPLIED TO ALL DISTURBED AREAS O � Minimum Care Lawn Per Acre SUBJECT TO LITTLE ON NOCONSTRUCTION TRAFFIC. to 0 2. ALL HAUL ROAD AND OTHER HEAVY TRAFFIC ROUTES SHALL BE 1241 Z r W U "QUICK REFERENCE FOR ALL REGIONS" - Commercial or Residential 200-250 lbs. SPRINKLED WITH WATER UNTIL THE SURFACE IS WET AND REPEATED Z H - Kentucky 31 or Turf -Type Tall Fescue 90-100% AS NEEDED TO CONTROL DUST o O - Improved Perennial Ryegrass * 0-10% J - Kentucky Bluegrass 0-10% U Rate High -Maintenance Lawn Z Z Q Planting Dates Species (lbs./acre) Minimum of three (3) up to five (5) varieties of = o W W W bluegrass from approved list for use in 'Virginia. 125 lbs. Sept. 1 - Feb. 15 50/50 Mix of General Slope (3:1 or less) W LLI ► Annual Ryegrass --Kentucky 31 Fescue 128 lbs. Z Lolium multi-florum) x ( =Red Top Grass 2 lbs. & 50 - 100 - Seasonal Nurse Crop** 20 lbs. J Cereal (Winter) Rye 150 lbs z CL (Secal cereale) Low -Maintenance Slope (Steeper than 3:1) 2 - Kentucky 31 Fescue 108 lbs. 0 Feb. 16 - Apr. 30 Anual Ryegrass 60 - 100 - Red Top Grass 2 lbs. (Loliium multi-florum) - Seasonal Nurse Crop** 20 lbs. �+ - Crownvetch *** 20 lbs. W 150 lbs May 1 - Aug. 31 German Millet 50 * Perennial Ryegrass will germinate. faster and at lower soil i :vu,, (Setaria italics) temperatures than fescue, thereby providing cover and erosion resistance for seedbed. h i r DATE: March 9, 2010 ** Use seasonal nurse crop in accordance with seeding dates as stated below: March, April through May 15th Annual Ryes �qSCALE: N/A Seeding May 16th through August 15th Foxtail Millet August 16th through Sept.,Oct. Annual Rye November through February Winter Rye DESIGNED BY: KP/EG Seed shall be evenly applied with a broadcast seeder, drill, cultipacker seeder or hydroseeder. Small grains shall be *** If Flatpea is used, increase to 30 lbs./acre. All legume seed FILE NO. 0518CW planted no more than one inch deep. Grasses and legumes must be properly inoculated. Weeping Lovegeass may also be shall be planted with no less than 1/4" soil coves. included in any slope or low-maintance mixtures during warmer SHEET 2 OF 8 seeding periods; add 10-20 lbs/acre in mixes. 07-16 -------------- ac Lu Lu U.4E. VA CA FT ' — / - I _I -- EX15TING \ 011-:141N46E EA601ENr\\ \ \ 0000, co —/ — — — — Oa 1 pD q —� — - i _ _ -- -- —_ _ ---_ — TJ`1.64-A-59D \� —� _ Z x — _ -� 1 E�� A CV Cu 1/1G,4 TION EASEMENT ,f -' -- ' -- ' / / / .� � .—� '' ,_„ DD -" --.... ^` -- -- — � V11�x/N/A f�'LE 8rOR4CsE, WC � — -- — — / / LIMITS- �F CL5AR .T — ( _ '\ / / // AND GRADING —---------- _ _ DB66aPa105 \\ W � � o0 � 6ev /// A / / / / ' 'p / \ gT- X rIF .r .-• -AND GRANING LIMITS OF-CLEARMG / / / / / / - I 1 / / t ' ...� s f ;,• _ \� \ _ — \ — ro 1 DSF A 01 q2.15 AC. - � .. ° zH -- \ � `� w 0 ' \` / I _ � c� a CE w 690 iDCI- / LIMITS OF CLEARING AND GRADING / f 692CD t- ... :, 5f E rn In • "'A':l'. � r•i ei I � . x r � ,t, ^"�� i / Via, � 1a ,., � 1 \ % J 1 — 1\,• % I / / —V V t ; ILI x x \ x x x �; /' y \ / MAR D, SMITH / q d ',., x- \ • f b No.022837 sic v'2 - 1.(�� �C. LIMITS C►_ v / SIGN DA MItB OF _ARING \\ / / / \( / AL ( \ 686� AND GRADING , r l a ;,)T7 Z LIMITS OF CLEARING \, \ LOT 17 / ' ' / -- ' AND GRADING OC.r 16, Uc V, v � p (� 8.4566 ACRE _ , \ LOT \12 , \\ I \ LO`� ��, , / , �� �I U �- zavE: Mlrl>.l � Edl6w8 �lA3 VACANT CAlL8, NAL\\ Tl 64-1/-14 i �Do � U 4.19ACRES _-- \ \ \---- -___ 2MACRE$ I ,r ;r � O I_ E-+ zal E: Ml \ \ \ / USE: VACANT Il3E: VACANT J 30 15 0 30 ro0 X mmmm C3 > w NOTE: THIS FOR EROSION ANDSEDIMENTC NTR L SCALE: = 30' ... a: m RE5P0N5I5LE LAND DISTURBER NAME: CERTIFICATION *: DATE: THE RESPONSIBLE LAND DISTURBER 15 THE PARTI' RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. EROSION / SEDIMENT CONTROL LEc•d=-Nc> NO. KEY SYMBOL DESCRIPTION 3.02 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3,05 O X SILT FENCE 3.09 3.13 ST TEMPORARY DIVERSION DIKE TEMPORARY SEDIMENT TRAP DRAINAGE DIVIDES SEDIMENT TRAP COMPUTATIONS STORAr,F I2F=m2rD I STORd,-sF PROvIDFD I F—ILPT TRAP' DRAINAGE AREA WET C.U. YD. DRY CU. YD, WET CU. YD. DRY CU. YD. OUTLET HEIGHT STORAGE DEPTH STORAGE DIMENSION WEIR LENGTH TOP WIDTH BERM HEIGHT TOP OF WEIR 1 2.15 AC 144 144 144 154 20' 4' S043 13' 2.5' 3.0, 181.0 2 104 AC 10 10 10 80 I!d' 2' 5809 6' 2.0' 20 183.0 w a 0 3 DATE: March 9, 2010 SCALE: 1" = 30' AREA CALCULATIONS TOTAL LOT AREA = 5.00 AG. ! DESIGNED BY: KP/EG DISTURBED LOT AREA = 3.81 AC. PERCENTAGE OF LOT DISTURBED = 162% — FILE N0. 0518CW SHEET 3 OF 8 07-16 a ui % LOT 1600I / \ W TJM. 64-1/-16 �r5ALLPN 10EAL Tr LOT 16 ... ZONE: Ml �- USE: VACANT / EX►STINC-� DRAINAGE EASEMEN z CQ DB 268 Fr //05 Wr o co to ap TO BE VACATED > cat -t --- - a��Io W , ar j � �� iO — g9 O -� -- EX, A VIGA rION EASEI'1ENr / E DB 840 FYx 930 / `* — O --, PANEL ? /"� T71 64-A-139D Vl1Yx/N/A APPLE 5TOR4CxE, INC. S)i W p v ■i o -4 "IV, a In on 13 DB 868 Fro 1/05 ZONE: l'1i � 'o � H / LOT 15 14E, AM57R/AL \� T.M. 64-II-15 DONOVAN TRUCKING t EXCAVATING / 5.00 ACRES X X PRO-- X �-- F' CHAIN LINK FEX -7 — X NCE DB f3 I L E, r \ �� Ex, FN ASSMB, Q)o Q ZONE: MI - -' CURRENT USE: VACANT X r '_ V� n / (, >,,. : , ;PROP, EG k O „ EX. 9" UA 8" x 8" TEE Ex. 8 CAT' EX. lam" x 1" /1 I - 8" G.v. w PROPOSED USE. TRUCK MAINTENANCE/OFFICE .. .� s � _ '' A PROF. BOARD -ON- '� R/ 1 J T. PIPE EX 8 CAF BOARD FENCE ., i7 212 R4p \ O , R r0 BE REMOVED •j y "'w .c r 1 Tj 7 (j) ))''" r/ ti k i ., tv,.�" �y/`ja\..��, O ASSMLY. Y ' .., .:Y E: '�` y; `i^ ..` .� PROP. 8" x� Eh: !J" REDUCER , \ l(L PROP. ING/ �, W p c� z FC , � - 1 X .r v i 1 .y- ..? �+ R ESMT GIG DOOR ;�, ��-- 1 Z R AY oOR , DO BAY „r -- \`� ��PROP. S ii1a; `\ �- - O Ul 5 w o a x G F w , ,ro OR DOOR W/LOp �, _ vQ -- X) 8 W/L 4- �Ci :i� i ; 1 i� Al PROP. 13+Q�p - - ?� / + / L1 Q X t�(' i f / ; t,. ' 4 1. , aM - 6 0 o B L D G • W� oM - PR oP 6 „ w/L -- s,� ��, \ w x e�13� <4 - � , i i F 'air FF-689.6o w O �'' d u _ 12400 � II o 3 10' X 6' SCREENED SHOP AREA � —�— �_ �, G/O 4 _ _= SA cD �# 1 GONG. DUMPSTER PAD ,'�d ::. �`__ SEE DET. SHEET' �� 20Q L,47�• N �"'—PROP. MONUMENT' PROP. 20 W/L ESMT. �- --�� �` STOP SIGN / SIGN EW-+ o \ Y ,,- BAY SIGN d 20 - ..: S, OR , . a 4' >- OBE DEDICATED C/O LOCATION' TO FGSA C/O 1 TOP = 687.51 65 R SEP RATELDY) INV. _ 61231 Q co rn 01 ,. +, 0 KEENED ' ,n MA; �2EQ CECG-6R---5;g --- 3' HIGH RR TIE 5 BRL RETAINING WALL -- 1, r � ti �. t 1�N !� .?. �, TAP BY FCSA */ ! / /. U A K D, � No•022837 ITH Q p; / = O �( x o o • o Ct o o m a �� - TRUCK MAINTENANCE YARD :.,Y�. x ►n�; f G R A V E L) �� �' � _: `, P ROP - X ory -BogRp ENCE , '' w -ems m9%l27" E . 4 — '� 3 63 SIDS~ Al,N o . i y ...t ,. ;: �� } .. , � , -t Y lJ ...'a' t i ", .' - r �' . �{ ),. { _ - -/ ---- / O r 51-IAOED AREA DENO FF5 / A VAFIAOL E W10 FN Sl 1,�t1�.ED nn t7 _.�. a �fit. • ACCE58 AND 5/GNAGE EA501 r NEF'EBY ;�5rAOL 15NED .: -� t x ," `. �• .� F` .:, ,�" `.[ 1 .. ''.. •.,.. !, '4, 1• ` f "....: r f { r y•... ,., i �4 (' } ji :0. .,,� r a ". r �✓ f y; Y � ' .; { ', � S' C yn f 'i:: -.{ �' ...,1 3.,,fG .i �'A f'v.. �," r. ,,. �. f rJ �4.!c -r # 'i, ,_ 1 z y %.,.,,' �j r0 eENEFIr LorS 15 a 16. /^n / / M • �� ,. i f ': •r' �- #`° 4... .,i '-.:r '1. ., {, ,. r... `.-i" 'tt w..,;f R•., q' ` ': ,, -.. `. " .�^..'� .•7.}.Y .y r . }Tl t..� i. i. ., .+ i ! h }, ..� � ,., ry,,..:: �r ,..{ .� . , Y x.. t q 'y.,, ... S 'j( ( :: �, ,.,r . ..r #` }`fk3 ,d' ,a, '.�i 1 h ,. e. ?, 1 t1 .. 1. v.. ':: <.T •� .:�:t,.:^'l v' } 8' � "1 .,4'j, r ytJ.• "�, ..-s 'r� ' t k P # r Q Q� // • C ! r "• I l` �'R`� � � / / � - Ln :SS-�5 .i 1 } A 1'„?,.x '.r7 ,�-a,.:.... 25' BRL F N :. "`�.� W 1 (L � • /�� / ,� / rI W Z O ' PROP. EG ' ` - ,.-....-' ' j °� TOP = 693.13 m X N /5'46'49" W 5094' P CH F X l5 46'49 lU 4m .4m' / INV. = 611.03 I / I/ a > N E- LOT 17 / W E v E- ~�4� TJ'1. 64-11-17 D.G.T, $ G, LLC LOT 12 I �� I lI I I C LOT 14 / E- z to *- ~ 0 ACRE6 1 ZONE: MI T".. 64-11-12 , Q TJ't 64-11-14 ' I l v h�1�► w O ~ USE: VACANT 1 CARL 6. HALES ACMES I DE IS w 511�1'495 !J . 0 -� C� 4.19 ZC.NE. l'11 2" ACRES zc► E- 17l i vVI USE:VACANT � E-+ w _ ZUSE:VACANT W -- ;0 ��T- 50 15 0 50 60 CC Cr. 5GALE: 1 ' = 50 GEOMETRY 4 UTILITY FLAN SCALE: I" = 30' •' ' _ Z J cn CL 4• ea. 8TL. TUBING - ALL CORNER* AND CENTERS To BE SHOP MELDED U1/ PLATES. BEHIND MELD POINTS Ix6 RO" SAWN CEDAR PLAWS 8'x8'x'4' S1EEL PLATES ,^-. -- / `�.e ,_••.. - • � _-....__•_ ---� • vM J TO RECEIVE 6• NO. •T• HMGES T3 3"xV4NVI GATE POST NOTE / -___ -� � _•"�-' 'ice � - '- _�� ' -8-1 I. OUTDOOR STORAGE AND REPAIR ARE PROHIBITED, �ii _ — \ ? 60 ONSITE TYPICAL PAVEMENT SECTION ON51TE TYPICAL PAVEMENT SECTION — NOT TO SCALE NOT TO SCALE 2. OUTDOOR BUi�IING SHALL BE PROHIBITED IF POSSIBLE AND� �-= 1a BAR LATCH AND eTL�" Tauv BRACKETS BAW��!%' PARKING STALLS ONLY DEBRIS REMOVER FROM SITE. ��= w rA•oo�6 /f ��'+ -��, DATE: March 9, 2010 3. ALL CRANES OPERATING ON SITE SHALL BE REQUIRED TO — 15" 8M-125A SURFACE COURSE HAVE AVIATION OBSTRUCTION FLAGS AND/ OR OBSRTUCTION !� -1 Np p w �"�-.� � - GRADE 2 SPi-12 5A SURFACE COURSE ` ' `� 3' -BA BASE LIGHTS VISIBLE DURING OPERATIONS AND MUST BE LOWERED AT 6" SUBBASE VDOT 8TD. 21A, TYPE 1 S' SUBBASE V >OT STD. 21A, TYPE I NIGHT UNLESS LIT. IT 15 CONTRACTORS RESPONSIBILITY TO _�-- = �� . \ ���=- f _-- �.* ^ �-.,� �/ i-- Sd� SCALE: AS NOTED f COMPACTED BIJBGRADE COMPACTED SUBGRADE PROVIDE FLAGS AND/OR LIGHTS. INTENDED HOURS AND DATES (CGf1PACTED To vvz DENSITY (COMPACTED To To S5% DENSITY D) VDOT VTM-I METHOVDOT VTM-I METHOD) OPERATIONS SUPERVISOR NO LESS THAN TWENTY-FOUR HOURS AT OPTIMUMCONTENT MOISTURE AT OPTIhJI MOISTURE CONTENT OF CRANE OPERATION SHALL BE COORDINATED WITH AIRPORTT-T ��- \\�� g1 _ _ __ _ _ _ ` /,� y� e"; 3•�""�-- _ - W- DESIGNED BY: KP/EG PRIOR TO CRANE WORK ,�,. j \ FILE NO. 0518CW DI.IMPSTER GATE DETAIL (JOT TO SCALE) PAVEMENT DESIGN BASED ON A BUBGRADE C5R DESIGN VALVE OF 6, SOIL TEST PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 6. SOIL TEST OF THE 8UBGRADE MUST SUBMITTED FOR ACTUAL DETERINATION OF REQUIRED OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED 4• MONUMENT SIGN DETAILS WILL BE PROVIDED AT THE TIME OF PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION DRIVEWAY 5FACING DETAIL f30 25 0 50 100 SHEET 4 OF 8 a_ a_ SIGN PERMITTING. SCALE: I" = 50' 07-16 5GALE: 1" = 50' ------------- I LOB` 1n ------_-- -� _ lo GRIEGALLENREALTY — — �- UOt _� _-- - USE: VACANT -" _ _ _ -_- - -��- - -_. \ i I � ( I .-..w 1 `••,` ,,,,1 _ _ / -� EXISTING \ \ \ \ ----- -- -' \ \ - bb2-'-,�".-----• I 1 'GGF3 - - / / \ \ -I / \ ` _ , , _ - / , ......--•- -.... - _ / / i ' ( \ TaE VACATED \ \ \ b 1110001 6 15,56'75" E ' `�6915' - - _ - _.... _._ - - - O '�_ �• - - I �` _ I PARCEL 2 i 99 EXf AV/GAT/ON FASEMENT / /- / / V _ - - b�6 - - - - - - - - �\ ---� T�'2 64-A-159D a4� fir 990 V/lYsM1A E 6rCRAJ5sE, INC. 860 6 I ,kb � __� �� ,,,� /� -- ,...--- ,._----•,•\ / / l �' --`' `''-----------------. ' _' -_ _-- 1 DH8168f�a14m5 \\ / ZONE: mi \ \ �/� - - '/ / e / / ' / • / '' / _`^,. / / , � 5 ` BF / ' - - - _ _ ` - _ -- �89 -- USE: NPIS / /DIAL \ _ /LOT A 5 / \ X --_- - -- -- - -_ _ ___----- / DONOVAN TRUCKINC•z-3-gxCA11ATING / \ 1 / / / - - _ 1 - _ _ ZcNg: MI % G.:1'ciiENT USE: VACANT_ •�- -� �• :�' �. �. z 3 � r �- � _ PROF 6O ;_=6 USE�T!RU' MAI!•1TENANCEi<SPF CE / / / / / / \ \ \ / /X k �: . a ..<.. � �r `...�.: ` , >'. $' lQ/p 1p w` _ _ _ 1 \ \ / 1• . _ /\ . ° \ 1 4684 ,0 ° _-•• / /• X I - 88 ., $� r , : rG..,,,w ...,- .'---'. ', '' 8� ° X /i� w, '.', / ,••- / 88 S %� ti � 82 � PROP. BLDG. .- �_--'--- � 6,000 S.F. / 690 - \• 6 4 .\� O / 89.50 / w m_ NO OP ARE C/O 4 S A�i INY.-68450 2.-4N. L,qT- - / 4 BAN. LAT. , a0' / / !, eat,: 's 2.00% MIN, 692 \ \C \ -�� ` r, / INY.-682 5(d -INY.-680.50 - i TO = 681 20, INV. 61231 , f _.. RE c 1 1 it Fof J ,r f / M ENED 8 25'- 6 9 4 SAN: L A 8 ' < / / A '\ I y{f /AIJ JCE+ 8 88 _ i3R1 4 2.00% MIN. �ry�0 _•- \ � � f i1 ''y' ,,�4 ,)•: � �" \ \ � TAP 1+3Y • CSA j / \ i 54 v ti ; / v/ y 1X�'+:.. \ / \ INY. 672.8 I Jim } TRUCK MAINTENANCE `YARD 6 r' � °�,L X e � RETAININCs WALL \ .is . , . o m (GRA�!EL);. 1.r;, ;f \ E 34635\ 1 o \ DED AREA DENOTES \ I ,... A VARIABLE W1,PTN SNARED / 0 \ r i l / ( 1 ACCESS AND 616NAGE . \ �,,EASEMENT NCf�E6Y ES1"ABL/SHED \ I al 40 r013ENE•F/r LOTS /5 t 16, \ / 1 / �► z . dti h Cl4-0 1 \ 1 / 25 BiRL \ � i / \ \ ` 1 _ \ / / \ \ TOP = 693.13 �, i\ IJ �__ -- ' _ X \ \\ \\ INV. = 611.03 I l l l N 15, '49" W 5094' _r--- 15'46 `49 lU\ \4 .40' � \\ 1` @� � ,�'� LOT 17 --- \\ N I - -rK 6441-17 �' •� _ OC.r. iG,LLc \ \ 8.4566 ACRES �. _ \ LOt\\12 \ \ I �. LOT--1 4___� \ \ \ _ - - -- I 1 ' \ T!`1. 64-1/-I'i` \ \ \ \ TX 64-1I-14 � } CALL 8. NALES \ \ \ \ I �, DEW0111 Sliv!'xH/48 - I 4./9 ACIDS \ \ \ _ _ - ._ _ 2" ACRES / \ \ .�--•�"' O - _ - - f _ - / / USE: VACANT \ \ USE: VACANT a z cc W W z z W o ,n cp 02 00 aow .� U N 00bb ro UN) OiD Rom Z F~ x �� Cv �� b U 0o aWi a LO o N A � � c0 C\1 Fj MARK D, SMITH No.022837 k_01VAL yCs 05 (m) 2 Z Z 02 V D F4 > Z W Q N z a �D � z O TZ 0 Q U Q cc IL -----------/III' ( \ 0 r /O�� --�- — i/ I ( ,� I DATE: March 9, 2010 SCALE: 1" = 30' DESIGNED BY: KP/EG FILE NO. 0518CW SHEET 5 OF 8 07-16 L --1 Both joints of the fitting shall be restrained. In addition, all joints within the recommended length (L) on the large side of the reducer shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) SMALL LARGE SIDE JOINT SIDE PYC DIP JOINT 6" 8- 10" 12" 6" 8" 10" 11" 6" -- 40 60 60 -- 20 40 40 8" -- -- 40 60 -- -- 20 40 10" -- -- -- 40 -- -- -- 20 REDUCER L�I Ark In addition to restraining the connection, any joint that falls within the recommended length (L) shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) PVC DIP 6' " P60 10" 12" 6" 8" 10" 11" 60 80 100 40 40 60 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS - 6" THRU 12" 1 OF 3 -2- MAR 06 7E6r P.lr REOV _ 695 690 N - 690 685 685 680 8" FVC 5DR-21 680 675 1 /. I WATERLINE m I TO BE 4' MIN. COVER - LU 01- Q > J W [r X n Q cA X \r N In(J 6i 1[ t = di it 665 Q r rn rn tm 665 9+50 10+00 10+50 11400 1I1I11+50 12 +00 12 +50 13400 13+50 14+00 WATEFL EFL (IVE r1nn to restraining each joint of the tee, (1) any joint within the recommended length on the branch I In shall be restrained, 2 an oint that falls )PP 9 () Y1 recommended length of the run (straight through) Lr) shall be restrained. A cross shall be restrained per a tee's requirements for Lb. A Wye shall be restrained per a tee's Lr and a 45" bend's L requirement. RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 6 X 6 20 20 20 20 8 X 8 20 20 20 20 8 X 6 20 20 20 20 10 X 10 20 20 20 20 10 X 8 1 20 20 10 20 RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 10 X 6 20 20 20 20 11 X 12 20 20 20 20 11 X 10 20 20 10 10 12 X 8 10 20 20 20 12 X 6 20 20 20 20 TEE, CROSS, WYE �--- L I In addition to restraining each side of the bend, any joint that falls within the recommended length on each side of the bend shall be restrained. TYPE RESTRAINED LENGTH OF PIPE (Ft) RESTRAINED LENGTH OF PIPE (Ft) FITTING PVC DIP DEGREE 6" 8" 10" 12" 6" 8' 10" 12' 90 20 20 40 40 10 20 20 40 45 20 20 20 20 20 20 20 20 22.5 20 20 20 20 20 10 20 20 11.25 20 20 20 20 20 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS - 6" THRU 12" 2 OF 3 -3- MAR 06 concrete pad 18' dia. x 6' deep--, r— finished grade finished DOWN BEND DEPTH 4 FT. MIN. 1 I --a-- Ld { DOWN BEND RESTRAINED LENGTH lG Vertical offsets contain down and up bends. \ On down bends, one joint faces horizontal and the other points down. On up bends, one joint faces horizontal and the other points up. Each side of any vertical offset bend shall be restrained. In addition, any joint that falls within the recommended length on each side of the fitting shall be restrained (Ld, Lid). UP BEND DEPTH UP BEND RESTRAINED LENGTH RESTRAINED LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT. MIN. 5-12 FT. 4 FT. 1141N. 5-12 FT. SIZE/TYPE DEGREE OF BENDS Ld (DOWN) Lu (UP) SIZE/1YPE DECREE OF BENDS Ld (DOWN) Lu (UP) 6" PVC/DIP 45, 21.5 & 11.25 20 20 10" PK 22.5 & 11.25 20 20 8' PVC 45 40 20 10" DIP 45, 21.5 dr 11.25 20 20 8" PVC 22.5 h 11.25 20 20 12- PVC/OIP 45 40 20 8' DIP 45, 22.5 h 11.25 20 20 12" PVC 1 22.5 & 11.25 10 20 10" PVC 45 40 ?0 12" DIP 21.5 11.25 20 20 VERTICAL OFFSET RESTRAINED JOINTS - 6" THRU 12" 3 OF 3 -4- MAR 06 treated 2x 4" with top 6" painted blue MIP plastic plug on 6 tall piece meter box 24-7 T finished and cover 18' grade 6" Idewalk i 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 solid 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; wrap around bottom of angle ball valve; terminate with 12' tell piece]. THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE 5/8" x 3/4", 3/4" AND 1" METER INSTALLATION -7- JUN 06 I trench width as required 4' stone 6" dia. schedule 40 steel screw type pipe filled with concrete 3 Valvco, Inc valve box assembly. adjustable 48' min. and painted yellow lid: Figure No. 7 marked'3EWEi location marker valve box — top section: Figure No. 7S26TO finished T bottom section: Figure No. IBOB24 joint _valve restrained grade 2' stone restraints to main O 18" dia. concrete 1 $" finished Concrete skid pad 3 18" dia. x 6' deep .• grade e r 'c ' i':'.vr-. ncasement ;(•„ ;• ........................ ............. . /'•::.•ti:: r y- 18' to 24' 4' stone - 8^x 8 x 18 solid bloc BOLLARD DETAIL 10' for 12' valve NOTE: Panella Model PA4SV-CSK (41 cast Iron cleanout Cap with standard gasket and brass 6' t R! 12" Weep holes shall not be subject to high being submerged, l pip plug having a countersunk square head Installation is in an area having a high groundwater labia, the O Authodtys engineer shall be contacted for hydrant relocation. concrete pad 18' O concrete pad 18^ dia. x 6' deep finished g, :de dia. x 6" deep heavy wall jV 4- stone as required Concrete pad V-6' dia. x 6' deep screw type adjustable Note: valve shall 4" stone 24' min. finished brick base 48^ min. valve box be bevel gear Gu grade type i 2'min.-6' valve restrained to main �' sanitary t,�,e Note: valve shall sewer main 45' bend screw be spur eav P g ...................................... .................. a .. .............. ...... typ type a'stone �. ............ ..... ad ustable ] stone to be � screw type valve box minimum of 8' adjustable •+ sS ::. ........................................... ............ .... above top of base valve box locator marker min. ............................................. ............ .................................................................... over excavation stone ...................... valve . .. stone restrained stone .................................................... ................. .� .. .4.r....................................... to main joint ............................. . atone restraints S e 6'x 16• All pipe and fittings shall be DR 26 heavy wall sewer. P P 9 "Y solidblock .................... ....... �...,.............................. - Water solid block Forced Sewer 14" thru 36" GATE VALVE -9- MAR 06 ---- -------1�= mechanIca] joint swivel tee with 6' branch FIRE HYDRANT ASSEMBLY -10- APR 06 SEWER CLEANOUT -19- MAY 06 a Z cc la W Z lllllllllllllll� Z W O In CD CQ co a � l: ' O � �p � ta0 Z ' to� W �9) Q,�� U W a U 4D U t` >~ U O r U W U] �,"K\" �,H No.022837 s � S I _ANAL _ O V W I� rx Z W a p sti w VWIx � _5 > W Q E W W O V J � = Z w w (2) W Cr W Z a vI O DATE: March 9, 2010 SCALE: V.-1" r, r = 50 DESIGNED BY: KP/EG FILE NO. 0518CW SHEET 6 OF 8 07-16 CG-12A 8'-0" 4'-0" PERMISSIBLE CONSTRUCTION � I5 DOWELS, 8" LONG BACK OF CURB I L JOINT O 12" C-C 12:1 MAX. 48:1 MAX. 4 MIN. 20:1 e, NIA - 2' - MIN. SECTION A -A 0:1 10:1 B L ^p MAX. - B PERMISSIBLE TANGENT PLAN ZJ�0611NTSTRUCTION TRUNCATED DOMES A SECTION B-B A 4' SQUARE LANDING AREA OUTSIDE OF TRIVELWAY SHALL BE PROVIDEDjWrtHN wo,A ��� 4•N.�THE MARKED .�CROSSWALK 5 4. 5' MIN. 5' MIN. 10:1 MAX. 10:1 nnarosswAtx crrosswALx ALTERATIONS MAX -- TYPICAL PLACEMENT (� TYPICAL PLACEMENT INTER CTION II AT INTERSECTION AT SE 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: DLk 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SUP 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 DVS 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 WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDING FLARED SIDES). OR FEDERAL DETAIL TRUNCATED DOMES SAFETY YELLOW 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSABLE CONSTRUCTION JOUNT WITH REQUIRED BARS. C4. co IF RAMP FLOOR IS PRCAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL.BE CLASS A-4. ja'_�o O O O 5. REQUIRED BARS ARE TO BE NO. 5 X 8' PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP O O O O O O O 0 0 0 FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1 J". 0 0 0 00000 0 0 0 0 0 0 8. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT 0000000000 0000 00000000000 FOR CURB/CURB AND GUTTER. lib" C-C 0 0 0 0 00000000000 q 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO 00000000000 0000 r 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 0 000 FACILITY CROSSES A CURB REGUARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY 00 000000 000 0000 MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP 0 0 0 0 0 0 0 0 0 0 0 0 000 INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT 00 0 0 0 0 0 0 0 0 0 0 000 PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APROACHED, ENTERED, AND VARIABLE USED BY PEDESTRIANS. I - 4' MINIMUM 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED PAY LIMITS WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECD N•N OF THE CURB OPENING IS DETECTABLE WARNING PERPENDICULAR TO THE CURB. DETAIL 9. TYPICAL CONCRETE SIDEWALK IS 4' THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED SHEET 1 Of 3 TO 7'. CG-1 2 DETECTABLE WARNING SURFACE SPECIFICAT" 1/04 TYPE A (PERPENDICULAR) APPLICATION V5 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION SIGN SHALL BE LOCATED SUCH THAT IT WILL NOT BE OBSCURED BY VEHICLE PARKED IN SPACE. F.C. OR SIGN SEE DETAIL E.P. 4 *2% MAXIMUM SLOPE IN ALL DIRECTIONS INTERNATIONAL SYMBOL OF ACCESSIBILITY * WHEN THE SPACE PROVIDED IS VAN ACCESSIBLE, DIMENSION SHALL BE 8' IN ACCORDANCE WITH VUSBC MINIMUM REQUIREMENTS. RESERVED PARKING 4.0' MIN. 7.0' MAX. NOTE: RAMP FOR HANDICAPPED MUST BE LOCATED ADJACENT TO THE AISLE. HANDICAPPED PARKING SPACE DETAIL 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 do GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB do GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALT BE CONSTRUCTED PARELLEL 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 CG-7 IS REQUIRED. io This area may be concrete The bottom of the curb and gutter may be constructed parallel to the slope of subbase courses provided a minimum depth of 7" is maintained. REO COMBINATION 6" CURB & GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION - - - - -- --_ -_ - 201.03 I"X4"X4'-8" SLATS, 2-FMISH NAIL AT TOP AND BOTTOM 2"X4"X4' BEAMS, TOE NAIL TO POST 4"X4"X8' POSTS 125" NONOTES: 1. PRESERVATIVE STAIN ON ALL WOOD. COLOR TO MATCH THAT OF BLDG. 2. FINISHED SIDE OF FENCE SHALL FACE ADJOINING PROPERTY, IF APPLICABLE. COMPACTED GRAVEL 1.000D FENCE DETAIL NOT TO SCALE 9 , m 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 do GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB do GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARELLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. The bottom of the curb and gutter may be constructed parallel to the slope of subbase courses provided a minimum depth of 7" is maintained. COMBINATION 6" REVERSE CURB & GUTTER NO. II GAUGE 4 P BEVELED GALVANIZED HEIGHT OF BRACE SHALL BE STEEL BAND WITH IN ACCORDANCE WITH BOLT AND NUT _7,--MANUFACTURER'S SPECIFICATIONS [-5„71„ ONE TENSION WIRE \-TOP RAIL i CLIP EACH LINE POLE ---LINE POST i t (NO. 6 GAUGE MIN.) _0 WIRE FABRIC PER SPECIFICATION i TENSION WIRE NO l GAUGE GALVANIZED COIL SPRING WIRE //STRETCHED OUT 3'- 0 I I END CORNER OR i i TYPICAL SPACING BETWEEN ALL GATE POST LINE POSTS I IOTMAX) 101(MAX) � CONCRETE 3/8" MIN ROUND ROD FOOTING WITH TURNBUC LE LINE BRACE - SHALL BE USED WHEN VERTICAL ALIGNMENT CHANGES 15'. (MAX SPACING 500') - SHALL BE USED AT FENCE END (AS SHOWN ABOVE) AND GATE LOCATIONS COMER BRACE - SHALL BE USED WHEN HORIZONTAL ALIGNMENT CHANGES 15' OR MORE - SHALL BE AS DETAILED ABOVE WITH BRACING IN BOTH DIRECTIONS CLEARANCE 3" MAX P MIN O VI NW W 0 z LU W z z W `1 O L0 Q0 CQ Cp a 1V 00 ' b LaD Z�' - co W x � a) to C\ Q) I 3 W 00 U .-4 b ~ "Is 11) 0 U � tT D W V) MARK D SMITH No, 022837 O SIDNAL �10 O6 V� Z W _Z O m _ 2 � V w H Q w Q W Q z W CO Z 1 W O Q O 0 J O Q 0 W Cr Cr. Z <� Z J � a V� O z 2E DATE: March 9, 2010 SCALE: N/A DESIGNED BY: KP/EG -FILE NO. 0518CW SHEET 7 OF 8 07-16 a / - Z / -2 - - -- - --�� --- __ ---------------- LU f ( LOB` -1n-_----__ _ _ _ -- - ---�------------- / I ` �u / I /� l \------------ / / �bia \ - _ —" 1 LOT\ 6 -- �-- _ — \ / % ► �i \ \ - G1WGALLENREALrr _-_ ---- _ \- / USE: VACANT - / 1 I -I - EXISTING \ \ Z - _. _.--• \ / .\ -- _..,_ _......_ �. --„.-,— Y_,._ , ., , .. a _. _._. � \ DRAINAGE EASEMENT _-_---- - F�62 - '-' I '..,Y \ `,DF3 � f3 1=6 1105 0 \ \ \ W 0 / ap Tb E VACATED \ \ �n rolo I O - - - / / l ---- _- _ '`+ ----w - - -- "- �, \ `I PARCEL? �\ `\�\ W "d p 06I -- �+- 6,6 W YIGA TIOIY E4SE1'1ENT / / / r� - --- - ----- - - - - - - - \ t -� / / - - - - - _ - — - - - - _ = -� f - _� - \ T;H.. 64-A-159D \ _ � f E / OB 1340 FG 99P� ./ '' -- / / -- ' f - - -'`-_ - - _ _ VIR-raIN/A p4Pf LE STORAGE, INC. \ \ p u3 h -� �, �_ l / -- _ _ DB668PG1105 �.91 a I •31� ,�." / / 'ram /r / / ^-------- —- — �r1 — \ _ — \\ .% E•y(S, .-' ZONE: Ml / ^/j.. `_ �, --` �. / % ._-•� -•�. °� / / / / '2 5' B,. //�/,\' •''•�' _..._. _ - Ogg -�' � - c;:. � �- � �" USE: NDUSTR/AL � -� cr) ril- DONOVAN TRUCKIWi-t EXG,VATING \- DBE '00 ACRES : MI% . / \ — A Cij -RENT USC: 1/ACANT / \ PRO.. OSE0 U5E:,T,dICK MAI, �TENANCE/OFFICE \ _ -- — -I — Ems-' -88 Z to PROP _ 9 L D G n EvEFd'sREEN HEDGE \s eIQL \ 8,000 S.F. /' fo9m \ IN,•� O / FF-889.50 / ui _ /h / - m : lLJ' T- �/ / / ,,-s 3 / ' / / / - i / / / / ! : • SHOP ' __ / — - \ j— w 31' - 3' HIGH 6 92 ` / EVERSREEN HEDGE \ \ Tof= = 687.51 CD C\2 / / r - 09' f / /'/ ~ 1 \ \ _ _/ e - INV. = 6�2.31 \ — -T~ / I / / GREENED =,;c 1 4y \ / `� ' H OF / / / / 25'- 6 M4tNTFNANCF \ 3RL 9�c 696 \ \ \ \ /MARK D. SMITH / ( 1 X 80, -- ` 65' - 3' HIGH \ ` �\ �f �� / \ / / O� 1 1 Z . (V / \ EVERCsR>=EN HEDCsE \ /, %S 05 %I27" F 34 •7; .: / \ ,,� / sS10 L t6 1 . 63.E `�--��'1 � \ � � • � \ NAL UT -SHADED AREA DENOTES �. _.` % x \ A VAIRIA5LE LU/DTN 5NAF.EO ACCESS ANO 51ONAGE � 1 \ � � / O / • ^ X I \ \ EASEMENT NEREO Y F_ S TAF3L ISNED \ NIC\ TO �?ENEFIT Lor6 i5 s 16. /4 0Vf \ I AD Cd an \ co TOP = 693.13 INV. - 611.03 \ \\\ ,- .-- „ \ '�\ \` \�\ - \'\ \ \ \\ � � W154649� N 15 4649 U 5m94, 40zLOT 17 � � .� D.C.T. t G, LLC \ \ \, 84566 ACRE6 LOT \12 i �'' \ LOT -1 �\ 1 1 ���' v �� a Z w ZONE: M/ ' ! I ` \ T11. 64-11-11��. \ \ \ � *• Tfl 64-11-14 ` - � l 1 ' 1 � � � � U p ~ � � ._._ - -f' \ CARL S. NALES' \ - - _ / 1 f �, � U \ \ \ I DE1d�llS W SlI�SHAS - J ' O ' '� J 4.19ACRE$ \ \\ \\\ -------- -___ 2"ACRE6 � f ( Q � \ -- _-- — \ USE: VACANT \ �', '-�-_ cnf \ p Q \ \ \ / - USE: VACANT e '1- -• I 1 ' /, �, z W a: a 5Hi�U8 fi LANTING SCHEDULE Ti;�EE FLANTING SCHEDULE SYMBOL NO. COMMON NAME MIN. SIZE 41 CHINESE HOLLY 3 GAL. CONTAINER NOTE THIS SHEET FOR LANDSCAPE PURPOSES ONLY!!! SYMBOL NO. COMMON NAME HEIGHT CALIPER ® 3 PIN OAK - 2" 12 RED MAPLE - 2" 29 WHITE PINE 4' 2" ® 9 FLOWERING PEAR - 2" m o Z DATE: March 9, 2010 SCALE: 1" = 30' DESIGNED BY: KP/EG FILE NO. 0518CW SHEET 8 OF 8 07-16 H CENERAL NOTES 4. Methods and materials used in the construction of the improvements herein shall conform to the current Count construction standards and specifications and/or current VDOT standards and specifications. y p / P 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 P 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 guardrail and/of paved ditches will be needed. The developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. 6. Ana roved set of plans and all applicable permits must be available at the construction site. Also, a PP P PP P representative of the developer must be available at all times. 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). 8. All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. VDOT CENERAL NOTES Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia P P (VDOT) the Virginia Erosion and Sediment Control Regulations, and0 anR otherna Bridge Specifications and Standards, g y Applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. - V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health P Y P P Y Administration OSHA , and Virginia Occupational Safety &Health VOSH Rules and Re ulations (OSHA), g P y ) g . V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications.1 V4 . The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflictp� with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary b VDOT. An additional expense incurred as a result of an field revision g Y Y Y P Y shall 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 within VDOT right-of-way. P V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. LEGEND EXISTING INTERMEDIATE. CONTOUR - -- - -- � -330 � � '� EXISTING INDEX CONTOUR------�--- -.--_-_____-_-_ 330 PROPOSED CONTOUR 400 EX E P EXISTING EDGE OF PAVEMENTUJ PROPOSED EDGE OF PAVEMENT PROP. E P EXISTING CURB AND GUTTER EX C&G - PROPOSED CURB AND GUTTER PROP C&G CG-6 CG-6R TRANSITION FROM CG-6 TO CG-6R EXISTING TELEPHONE LINE - - T - - - - T - - - - T - - - PROPOSED TELEPHONE LINE T. � _,__� EXISTING STORM SEWER EX. 15 RCPbb PROP 15 RCP PROPOSED STORM SEWER EXISTING SANITARY SEWER - PROPOSED SANITARY SEWER S EXISTING .ELECTRIC SERVICE-E----E----E--- PROPOSED ELECTRIC SERVICE E VICINITY MAP SCALE: 1" = 2000 Z Z W o 0 00 � � RON 3 to q Z x to N D, 0.4 a� W a V 0 't ti A G1. ;-q .-• H w v \ fiY ....... Mr. 9 / I' � - � _ ``���LU _ ,' �;•,� fi " � is ���� �� E , " SITE �' \,�'..1092 / ,� ``� _ ,f t� 4 s ��4 (�� _ '-` lltili7 �� �� / / �` - .x / / r � ' x. h ,- SHEET INDEX COVER SHEET 1' EROSION &SEDIMENT CONTROL NARRATIVE &DETAILS 2 EROSION& SEDIMENT CONTROL PLAN 3 GEOMETRY &UTILITY PLAN 4 GRADING PLAN 5 WATER/SEWER DETAILS & WATER/SEWER PROFILES 6 HIGHWAY DEPT DETAILS 7 LANDSCAPE PLAN 8 (FLAN AppVtO AL �9 NNUMBER, 9. All pavement sections on the roved Tans a are based on a minimum CBR value of 6. CBR values less P PP P than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. 10. All roadside ditches at grades of more than 57. shall be paved with cement concrete to the limits indicated on the Tans and as required at the field inspection. p q p-� 11. All springsshall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6, diameter and conform to VDOT standard SB-1. 12. Construction debris shall be containerized in accordance with the Virginia Litter_ Control Act; no less than one litter receptacle shall be provided at the construction site. 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all times. 14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines. 15, All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current standards and specifications of the Frederick County Sanitation Authority. 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 Public Works Department prior to issuance of grading and/or site development permits. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. 20. These plans identify the location of .all known gravesites. Gravesites shown on this plan will be protected in accordance with state law. In the event gravesites are discovered during construction, the owner and engineer must be notified immediately. 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. �� ,� 22. Controlled fills shall be compacted to 95% of maximum density as determined by method A per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has been prepared, it should supersede the requirements in this note. 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior . to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility lines in Frederick Count appear below. These numbers shall also be used to serve in an emergency condition. Y PP g YP 24. All utilities to be located underground. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any - undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to, the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. Vl O. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Workshall cease in that vicinity until an adequate design can be determined by the engineer and approved by V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way sliall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. y V19. Aggregate base and subbase materials shall be laced on subgrade b means of a mechanical spreader. g Y Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be P P P P submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter: V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. EXISTING GAS LINE - - G - - - -, G - - - - G - - PROPOSED GAS LINE G PROPERTY LINE �� FLOW LINE �' "'- "' -" "' - "' -" "' - FENCELINE X X X EXISTING POWER POLE Q EXISTING TELEPHONE PEDESTAL EXISTING WATERLINE W/ TEE _ _W-- -- -•- - -1d- PROPOSED WATERLINE W/ TEE V ' T' EXISTING FIRE HYDRANT EXISTING WATER VALVE _ _ � V-- _._ - - w- _0 - w- -. _.. PROPOSED WATER METER V " PROPOSED REDUCER V STOP SIGN PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARING SPACES Al2 HANDICAP PARKING VEHICLES PER DAY COUNT 100 PROPOSED BUILDING ENTRANCE PROPOSED STREET NAME SIGN ,y `I p PROPOSED SANITARY LATERAL CLEANOUT S SANITARY MANHOLE IDENTIFIER 12 STORM DRAIN STRUCTURE IDENTIFIER 6 O LINEEASEMENT CENTERLINE - - EXISTING SPOT ELEVATION X735.4 PROPOSED SPOT ELEVATION 35-0 � STING TREE LINE "' aoi 0 a� w CIO Z 0 Uj 5 W E- o U O x W p" q W 0 Z -] a x Ul A W� W A o 0 THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION T h U MARK D, SMITH `d No, 022837 0 l ` �S's � ~ IONAL PROJECT INFORMA TION SITE LOCATION.: WESTVIEW BUSINESS CENTER PARCEL IDENTIFICATION NO..: 64-11-15 LOT AREA 5.00 AC. DISTURBED AREA 3,81 AC. CURRENT ZONING M-1 CURRENT USE TRUCK MAiINTENANCE/OFFICE PROPOSED USE TRUCK MAINTENANCE/OFFICE SIGNS: ONE PROPOSED. ALL SIGNAGE MUST CONFORM WITH THE . STANDARDS OF SECTION 165-30 OF THE FREDERICK COUNTY INANCE. ZONING ORDINANCE. BUILDING HEIGHT: MAXIMUM ALLOWED=50'-O" PROPOSED=20'-0" (PER REGIONAL AIRPORT AUTHORITY BUILDING SETBACKS: REQUIRED:. FRONT: 75' PROPOSED: FRONT: 347.10' SIDE: 25 SIDE: 53' REAR: 25' REAR: 42, F.A.R. CALCULATIONS PARKING CALCULATIONS LOTAREA = 217,800 S.F. - 5.00 ACRES REQUIRED PARKING: PROP BUILDINGS = 8,400 S.F. OFFICE = 1 SPACE PER 250 S.F. 8,400 S.F. 217,800 AC = 0.04 F.A.R. TRUCK MAINTENANCE = 1 PER EMPLOYEE OFFICE AREA = 1,200 S.F./250 S.F. 5 SPACES REQUIRED - OPEN SPACE CALCULATIONS MAINTENANCE EMPOYEES 4 25% OPEN SPACE REQUIRED = 4 SPACES REQUIRED TOTAL SPACES REQUIRED = 9 217,800 SF X 0.25 = 54,450 SF . OPEN SPACE PROVIDED = 105,921 SF OR 49% TOTAL SPACES PROVIDED 17 HANDICAP SPACES REQUIRED = 1 TO 25 SPACES LANDSCAPE CALCULATIONS 1 SPACE REQUIRED HANDICAP SPACES PROVIDED 1 LANDSCAPE AREA REQUIRED=25% OF SITE 105,921 SF (OS)/217,800 (TOTAL SITE)=48.67. PARKING AREA LANDSCAPING TOTAL PROPOSED IMPERVIOUS AREA = 104,987 SF �.,, �,g,- REQUIRED PERIMETER PLANTINGS = 100,000/2000=50 + 4,987/5000=1 ",� ._ TOTAL PERIMETER PLANTINGS REQUIRED = 51 TREES REQUIRED INTERIOR PARKING LOT = 5% & 1 TREE PER 10 SPACES �,lr7,� SPACES/10 = 2 TREES REQUIRED TOTAL REQUIRED PLANTINGS = 53 TREES r J1 TOTAL PROVIDED PLANTINGS = 53 TREES cc W Z Z ® E-4 U ~ W X I/1 W Q E� w (� ,_ _, iZi Z to Q W O J O 0 C7 U s Z (� ,7 � LU Z ►� IL •property cc o Z Z T SURVEY AND TOPOCRAPHIC INFOI�MATIOIY FCSA CONSTRUCTION NOTES 1. Boundary survey was performed by: GREENWAY ENGINEERING Dated: June 26, 2003. 2 Aerial, horizontal and vertical control surveys were . performed by: (Year) 3. Aerial to o ra hic ma in erformed b P g P PP g P y. Dated: 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com 2. The water and sanitarysewer portion of these plans are valid for two ears from date of FCSA approval. P P Y PP 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. 4. The contractor shall coordinate with, and arrange for inspection b the Authority. g P y Y 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b) The contractor must: 1. make application and pay deposit 2. mark the to location. P 3. coordinate installation with the engineering assistant. g g- 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. Y P 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. b) The frame and cover. shall be set to final grade. c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. d) All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's engineering assistant. b) An Application for Service must be made and fees paid before work will begin. c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the0518CW line. The contractor shall furnish and install the meter vault assembly. The Authority will install theV meter. e) The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. y�l) P OWNERS'' CERTIFICATLI The foregoing Site Plan of the land of DONOVAN TRUCKING AND EXCAVATING is with the free consent and in accordance with the desires of the undersigned owners, properties and trustees if any. DATE APPROVAL FIRE MARSHALL S NOTE %%a: f ,� :� ERE. ERICK COUNTY ZONING17 ADMINISTRATOR DATE * APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS THE DATE OF" PLANNING APPROVAL Fire lane markings and si$nage: Any "No Parking" signs and yellow painted curb locations will be installed b field inspection at the direction of the Fire Marshall's Office. Y P TRIP GENERATION "DATA Project Name: j C e f' Y a WRIGHT CONS TIOA Uc T Io1 d Co j Number: Project CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD 130 INDUSTRIAL PARK 1,000 S.F. 8,400 S.F. 6 PER 1,000 S.F.. of GROSS FLOOR AREA 50 Magisterial District: SHAWNEE MAGISTERIAL DISTRICT Date of Plan: (Month, Day, Year) March 9, 2010 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or. 1047. Any exterior, privately owned fire line shall also have a * T N FROM ITE TRIP GENERATIO 7TH EDITION DATE: March 9, 2010 Owner: Address, Including Zip Code & Telephone. No. 285 INDEPENDENCE DRIVE UTILITY CONTA CTiJ fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read C.W. WRIGHT CONSTRUCTION CO. WINCHESTER, VIRGINIA 22602 remotes are required. 540-535-7241 SCALE: N/A Water/ Frederick County Sanitation Authority Phone: Verizon Sewer: P.O. Box 17398 P.O. Box 1877 Winchester, VA. 22604 Baltimore, MD 21297 (540) 868-1061 (301) 954-6282 Power: Allegheny Power Gas: Shenandoah Gas Co. P.O. Box 1458 P.O. Box 2400 Hagerstown, MD 21741 Winchester, VA 22604 1-800-654-3317 (540) .869-1111 Virginia Utility Protection Service 1-80.0-552-7001 12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and its backflow prevention device, and/or 2) the fire service line's backflow prevention device. Developer: SAME AS ABOVE Address, Including Zip Code & Telephone No. SAME AS ABOVE DESIGNED BY: KPEG / FILE N0. 0518CW HANDICAPPED PARKINC NOTE Engineer. Certifying Plan: GREENWAY ENGINEERING Address, Including Zip Code & Telephone No. 151 WINDY HILL LANE WINCHESTER, VA 22602 (540) 662-4185 SHEET 1 OF 8 Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. 07-16 STONE CONSTRUCTION ENTRANCE 70' MW. EX smn PALfL£Nr 5:1 Ragtag FRIER CLOTH- " a- MN. A MOUNTABLE BO M SIDE ELEVATION C057 hG GROUND 70' MIN. 6 ro' AM (J ' 10' ANN. 12' MIN DIS"T AG PAl4MEA7 "T /r I P0_g77W DRAW4C-' !0' MUJ. COURSE AOCR"TE B ITT SEI7■FENT IRAPPM DEVICE i • &JISF EXIENV FULL NTDTH O`#XWEZA °£0*� PLAN VIEW OPERAT"Y r2' MIN. J" MAV. J" W. rXTEX CLOTH SECTION A —A RDWTiRCD CONCRETE ORVN SPACE SECTION B—B SOURCE.AQA U fmm 198.i kqk ad Standards for Solt erosion and Sediment Con froi and Vo. 9SK Plate J01-1 TEMPORARY DIVERSION DIKE SOURCE: VA. DSWC TABLE 3.31—B PLATE 3.09-1 ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" Rate Planting Dates Species (lbs./acre Sept. 1 — Feb. 15 50/50 Mix of Annual Ryegrass (Lolium multi—florum) & 50 — 100 Cereal (Winter) Rye (Seca) cereale) Feb. 16 — Apr. 30 Anual Ryegrass 60 — 100 (Loliium multi—florum) May 1 — Aug. 31 German Millet 50 (Setaria italica) Seeding Seed shall be evenly applied with a broadcast seeder, drill, cultipacker seeder or hydroseeder. Small grains shall be planted no more than one inch deep. Grasses and legumes shall be planted with no less than 1/4" soil cover. TEMPORARY SEDIMENT TRAP 1 • VARIABLE* ORIGINAL I VARMLE GROUND ELEV. 1.0' 67 CU. YD./ACRE / VARIABLE* 6i 67 CU. YDJACRE 4• MAX. (EXCAVATED) FILTER CLOTH ORIGINAL GROUND ELEV. *SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN FEET) - / (IX DRAINAGE AREA (IN AC.) DIVERSION DIKE COARSE AGGREGATE,\ / EXCAVATED / / FILTER CLOTH AREA "COARSE AGGREGATE SHALL BE VDOT /13, #357 OR #5 OUTLET (PERSPECTIVE VIEW) SOURCE: VA. DSWC PLATE. 3.13-2 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. FLOW 4. BACKRILL AND COMPACT THE EXCAVATED SOIL.. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOURCE: Adapted from h atallation of Straw and Fabric Filter Barrier's for Sediment Control, Pint'&. 3.05-1 %avood k T* TABLE 3.32—C SITE SPECIFIC PERMANENT SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA Total Lbs. Minimum Care Lawn Per Acre — Commercial or Residential 200-250 lbs. — Kentucky 31 or Turf —Type Tall Fescue 90-100% — Improved Perennial Ryegrass * 0-10% — Kentucky Bluegrass 0-10% High —Maintenance Lawn Minimum of three (3) up to five (5) varieties of bluegrass from approved list for use in Virginia. 125 lbs. General Slope (3:1 or less) — Kentucky 31 Fescue 128 lbs. — Red Top Grass 2 lbs. — Seasonal Nurse Crop** 20 lbs. 150 lbs Low —Maintenance Slope (Steeper than 3:1) — Kentucky 31 Fescue 108 lbs. — Red Top Grass 2 lbs. — Seasonal Nurse Crop** 20 lbs. — Crownvetch *** 20 lbs. 150 lbs * Perennial Ryegrass will germinate faster and at lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed. ** Use seasonal nurse crop in accordance with seeding dates as stated below: March, April through May 15th Annual Rye May 16th through August 15th Foxtail Millet August 16th through Sept.,Oct. Annual Rye November through February Winter Rye *** If Flotpea is used, increase to 30 lbs./acre. All legume seed must be properly inoculated. Weeping Lovegross may also be included in any slope or low—maintance mixtures during warmer seeding periods; add 10-20 lbs/acre in mixes. ANC V"VAT64 - WAVIE10 M44E66 CWM AND 0EDkVNT CONTROL DESCRM°Tk* THE PURPOSE OF TH15 PROJECT IS FOR THE CONSTRUCTION OF A 6,000 5F BUILDING, A 2,400 SF SHOP BUILDING, TRUCK MAINTENANCE YARD AND ASSOCIATED PARKING IN THE WESTVIEW BUSINESS CENTER THE 51TE IS LOCATED ALONG INDEPENDENCE DRIVE (VA RT. 1092). A TOTAL OF APPROXIMATELY 3.8 ACRES WILL BE DISTRUBED DURING CONSTRUCTION. DATE OF CONSTRUCTION WILL BEGIN FOLLOWING PLAN APPROVAL AND WILL TAKE APPROXIMATELY 120 DAYS TO COMPLETE. OdSTWS Eft CONDITION& THE PROPOSED SITE IS GENERALLY LOCATED ALONG THE TOP OF A NORTHERLY RIDGE. MOST OF THE SITE 15 COVERED WITH HARDWOODS WITH THE REMAINDER BEING OPEN GRASSED AREAS. THE 51TE IS DIVIDED INTO GENERALLY TWO DRAINAGE AREAS SLOPING AT AN AVERAGE OF 49. TO THE EAST AND 19. TO THE WEST, BEFORE FALLING OFF STEEPER SLOPES. APPROXIMATELY FOUR ACRES FALL TO THE WEST WITH THE REMAINING ONE ACRE DRAINING TO THE EAST. WL& THE EXISTING SOIL CONDITIONS WERE OBTAINED FROM THE USDA SOILS SURVEY. THE PREDOMINANT SOILS ON THE SITE ARE CLEARBROOK CHANNERY SILT LOAM (9C) AND WEIKERT-BERK5 CHANNERY SILT LOAM (41C). THE EROSION HAZARD 15 MODERATE TO SEVERE. ADJACENT AREA& THE SITE 15 BOUNDED ON THE NORTH BY INDEPENDENCE DR UNDEVELOPED M-1 ZONED PROPERTY BINDS THE REST OF THE SITE. AREA& THERE ARE NO OFFSITE DISTURBANCES ASSOCIATED WITH THIS DEVELOPMENT. MO(" AND SEDkW CONTROL MEASl#W.6c UNLE55 OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK 6TRI)CTI PX MEA&#W-& INSTALL TEMPORARY CONSTRUCTION ENTRANCE WITH WASH RACK (3j02) AT ENTRANCE TO THE SITE ON INDEPENDENCE DR TO MINIMIZE MUD CARRIED ONTO ROADWAY. TEMPORARY DIVERSION DIKES (30b) SHALL BE INSTALLED AS SHOWN ON THE PLANS TO DIVERT 5EDIMENT-LADEN RUNOFF TO THE SEDIMENT TRAPPING STRUCTURES . TWO TEMPORARY SEDIMENT TRAPS (3.13) AS SHOWN ON PLAN SHALL BE CONSTRUCTED AS A PHASE I CONTROL MEASURES PRIOR TO CLEARING THE SITE. IT SHALL DETAIN RUNOFF LONG ENOUGH TO ALLOW THE MAJORITY OF SEDIMENT TO SETTLE OUT PRIOR TO LEAVING THE SITE. TEMPORARY SEEDING (331) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. VWWTATI S McASM& PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (1) DAYS AFTER FINAL GRADE 15 REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (1) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS. TOP501L THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER WITHIN FIVE (5) DAYS AFTER CONSTRUCTION EROSION CONTROL MATS SHALL BE INSTALLED OVER STEEP (2:1) CUT AND FILLS SLOPE WHICH HAVE BEEN BROUGHT TO FINAL GRADE AND SEEDED TO PROTECT FROM RILL AND GULLY EROSION. M*WnlEMENT 6TRAm CONSTRUCTION SHALL BE SEQUENCED SUCH THAT CLEARING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE. THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT IS CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED. ELECTRIC POWER, TELEPHONE, STORM, SANITARY, WATER 4 GAS SUPPLY TRENCHES ARE TO BE COMPACTED, SEEDED AND MULCHED WITHIN FIVE (5) DAYS AFTER BACKFILLING. NO MORE THAN 500 FEET ARE TO BE OPEN AT ANY ONE TIME. ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS OF COMPLETION OF GRADING. DRAINAGE 5WALE5 SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH TIME THE CHECK DAMS SHALL BE REMOVED. DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER 'UNFORESEEN CONDITIONS. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND CONTAIN SEDIMENT ON SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS AND SPECIFICATIONS IN THE VIR31NIA EROSION AND SEDIMENT (CONTROL HANDBOOK STORP'AI✓IATER MANACOh&Us NO 5TORMWATER MANAGEMENT 15 BEING PROPOSED FOR THE DEVELOPMENT OF THIS SITE. (SEE STOR-1WATER MANAGEMENT REPORT FOR WE5TVIEW BUSINESS CENTER LOTS 11, 12, 14, 15, 1(o AND 11, DATED SEPTEMBER 3, 2004) MA PWWA%k ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HI5 REPRESENTATIVE AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN OB INCHES OF RAIN PER 24-HOUR PERIOD. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED. ALL AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED UNTIL GRASS IS ESTABLISHED. TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50 % TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE. INLET PROTECTION SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET 15 CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED IMMEDIATELY. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE, CONDITION AT ALL TIMES. NW611ON AND SEDIMW CON1R(X PROGRAMk 1. HOLD PRE -CONSTRUCTION MEETING ON-51TE WITH INSPECTOR 2. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY (PHASE I SEDIMENT TRAPS 4 DIVERSION DIKES) 3. PLACEMENT OF SEDIMENT CONTROL DEVICES. 4, OBTAIN INSPECTOR'S APPROVAL PRIOR TO BEGINNING CLEARING OPERATIONS. 5. CLEAR AND GRUB REMAINDER OF SITE. (o. RESTORATION AND STABILIZATION OF DISTURBED AREAS. 1. REMOVE EROSION AND SEDIMENT CONTROL MEASURES WITH THE APPROVAL OF THE INSPECTOR NOM THE FREDERICK COUNTY PUBLIC WORKS AND ENGINEERING DEPARTMENT RETAIN THE RIGHT TO ADD AND/OR MODIFY THESE EROSION AND 5EDIMENT CONTROL MEASURES DURING THE CONSTRUCTION PROCESS, WITHIN REASON, TO ENSURE ADEQUATE PROTECTION TO THE PUBLIC AND THE ENVIRONMENT. DUST CONTROL: I. TEMPORARY SEEDING SHALL BE APPLIED TO ALL DISTURBED AREAS SUBJECT TO LITTLE ON NOCONSTRUCTION TRAFFIC. 2. ALL HAUL ROAD AND OTHER HEAVY TRAFFIC ROUTES SHALL BE SPRINKLED WITH WATER UNTIL THE SURFACE IS WET AND REPEATED AS NEEDED TO CONTROL DUST a Z rc W W Z z W o ,n c0 U Q00 1 U ctOo C\1 on Z �' 'tN x L0C\2 Q) LU V2 U - � �� Hw z, o 55 9) a) w rn c7 z z� O H V) a x w a+ A w qQ d w Ei A Lo � 1�1 0 I MARK SMITH No, 022837 °s�I1Z,I0���w 10 AL W > OE-I V 0) Uj <,4 Z Z Z O � m F-4 V;E-4> D W W - �1 z to V- W O O O 0 U � U J Z O Q W U� Cr I 4 a O tz O V 0) cr w p DATE: March 9, 2010 SCALE: N/A DESIGNED BY: KP/EG FILE NO. 0516CW SHEET 2 OF 6 07-16 / / / / /�•._"\`-'-'- - — — — — — — — — _--- --- ---,_-�------------- cc 00-100' CKE6 ALLEN REAL T1' Lu \ \ _ -- \ Lu \ \ USE: V— VACANT _ _ — _ `_" — \ I I ( FD —' TING \ \ DI�'AINAGE EASE ENT T61 qE VACATED \\ \ ` \ •'' — — — — _ — — -_ "— ._._ .— — — �� I \ \ \ _ 0000, �� � _- - _ -�- --� -- ..— ___ _ _ — __ —O-_ _� -_ \\ _ I -- _ — r 16 _ — \ Rom I PARCEL ? \ \ \ 1 y � y, >00 Ex, A v1cATIONEASEMENT —,/ / / "- \ \ TM 64-A-Ib9D — — — -z x 'n C •" -._ G/NlA PPLE STORAGE, INS \ _ �LIMITS OF -CLEAR-----------_ —__ANDGRADING--�) lZavE:MI\\W o� s__ -_/� _/ :_ _ / / .- ' / ,-"'� / / / / / / / "'-- ',`, / / / / _ _ — — — _ _ _ '� —_ ! � % ` _ — _ \ �" USE: #0667RIAL \ \ \ — _ a X33 rr hN - \ r ^4 — LIMIIT�S}'�OF-�C/L�'E�ARING \� / STf I I T E 1; ar t — ', r.J� Gf",V INCs y(4 DA #1 - 2.15 AC. ..t r i -L ! / :.• • .L'IMITS OF CLEARING / J / — — — - • _ — / ! / / 690 ' , 68 04 •,'� a w Q AND" GRAD fNCs/ ., X•• / / r ..'- `' ``' . ,� � ' f , / . K _ �_ \ -... , —• — — — •*- -` \� /,'�! A. 692 CD CV op r I f 696 JA N SF/ V x-'-- x-�_ I / '�� \ / MAR D, SMITH oo�\ �'� x ` X—�_ x \ ` / / "� No,022837 4 / --- , .x �Q \ / A i � l� � D� #2 �,. �,� .� ��� � � � LIMITS OF CLEARING O / ! 6 \ \ \"' ...\ AND GRADING �f ; , ,: • >, -:` �, � �-: � �` �� � % 1 ail Q / u. b \\\ 7;,- 7r �l — \ / 1 \ \ / • � - F LIMITS OF CLEARMG \ \ \ \ �•, \ � \ I / ! r I \ F, AND GRADING \ LOT 17 / 1=� > '\ \ D.C.% i G, LLC i- '� f / \ 1 \ ` \ \ \ �'` \ \ \ \ — -t ! I / /lI �� \ ZO � TM 644147 W '\ 8.d566 ACRES �_ �� , / / _ , _ , \ LOT \12 \ I L OT 1 4\ I ! l I / ! \.1 U F— ZOE:_Ml f \ I ! / � e VACANT- __- ( 1 \ TM 64-II-l� \ \\ \ \ T.M. 64-1I-14 \ \ — — — — / / ! ���� O \ l \ CARL S. HALES \ \ \ I , D&WIS w s W-W /AS — — — - — I _ /IO , i� tl' Z w U 4.19ACRE8 \ \ \ ,-- __--T � ?.21saACRES / � ,`Z ;t^1�,,Z w E-- to \ \ _�_ -- •— -' ' ' i- • '` / / I• ! .wrt \ \ / /, '� 14E VACANT / �t W !-1 USE: VACANT \ N Q V Q 3(d 15 m 30 tom gym" 0 w x ... �0 V W ZNOTE: THISHEET FOR ANDSEDIMENTCONTROL SCALE•1� � 3�r Ww o� RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION DATE: THE RESPONSIBLE LAND DISTURBER IS THE f=,4RTl' RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY A5 SET FORTH IN THE PLANS. rmosION / SeD IMENT CONTROL Lr=c%END NO. KEY SYMBOL DESCRIPTION 3.01 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3.05 O X X SILT FENCE 3.09 ® � TEMPORARY D I VER51ON DIKE 3.13 ST TEMPORARY SEDIMENT TRAP DRAINAGE DIVIDES SEDIMENT TRAP COMPUTATIONS STORAGE FZF6x1IRED I ST0RA6,F PROVIDED WFT Ef �E� TRAP• DRANA,GE AREA WET CU. YD. DRY CU. YD. WET C.U. YD. DRY CU. YD. OUTLET HEIGHT STORAGE DEPTH STORAGE DIMENSION WEIR LENGTH TOP WIDTH BERM HEIGHT TOP OF WEIR 1 2.15 AC 144 144 144 64 2.0' 4' 5043 13, 25' 3.0' 181.0 2 1.04 AC 10 10 10 80 10,1' 58x19 0 20, 2.0 183.0 AREA CALCULATIONS TOTAL LOT AREA = S-00 AC, DISTURBED LOT AREA = 3V AC. PERCENTAGE OF LOT DISTURBED = 16.2% o _�r, w a d0) Cc 0 3 DATE: March 9, 2010 SCALE: 1" = 30' DESIGNED BY: KP/EG FILE NO. 0516CW SHEET 3 OF 8 07-16 1000, LOT 16 T.M. 64-11-16 6RE6 ALLEN !PEAL TY 2.99 ACRE$ zo \I Ml U$E. VACANT g9 '� — EX AYIGATION EASEMENT / DB 8411� Fu 390 A0 / .31 / - / LOT 15 / T.M.64-I1-15 DONOVAN TRUCKING t EXCAVATING / 5.00 ACRES / ZONE: MI —N / CURRENT USE: VACANT �j _--x PROPOSED USE: TRUCK MAINTENANCE/OFFICE kX15TING I,)IRAINAGE EASEMENT DB 8,63 Ili 110,5 TO BE VACATED PARCEL 2 TI`t 64-A-159D V/RG/N/A APPLE 6TORACRE, INC. D6 668 FG 1105 ZONE: Ml a z rc W W z a z W `\2 otn CD CQ C\l 00 t a 4) � ' C\ ' ° bb ��� z���'� x �o W�t-cc o U y) 41 1NDU$?R/AL a) o Ex. 20, W/L E5111 r 1 � a DB e6o tax llo5 EX. FN A5810. w EX. 8W/L" �b EX. 8" CAP' EX l0" x e" RDGR w EX..8" CAI= TO 1,3E FE-10 ED z z�� ca_ V) z PROP. o a sii ,.� _ R w W, o C� Qqq w w d O/ e t, `� _ 20' lU/L ESMT. �'�-�.� PROP: MONUMENT PROP. EW-' rn a �` 2�0 C/O SIGN LOCATION STOP SIGN SEE DET. SHEET ' X 80t HC -� - TO BE DEDICATED-`" �/ r` BAY �ICxN 4 - TO FCSA (PERMITTED TO - Q ca Q' DOOR � 0 >- 65'R BEPERATE•LY) _ C/O P I 51 1INV. - 61231 t �n 24 , 1 r. U 94g8 0ENED -c --_S, 2 SC v 3 :. MAIWENANcE 3' NIGH RR TIE 5 8� �"` � ' r xEF ti+ A '--� RETAINING WALL � / h , K D. ITH -' % FC 0 ' / TY No• 022837 z W o TRUCK MAINTENANCE YARD._ , .: 80, BpARD-°N-�ar�D . , F.' o°c Co� (GRAVEL) ►nr:.<, P .'. �. ; ENCE U s m9 /127„ E346—1, �j -� . �► SI0NAL od yap r,'�.. Wz -MADE© AREA DENOTES ---< a -u. OT 5 - / / cv►►- A VARIABLE UI/DTN SNAF�ED i 1 ACCESS AND 5/CxNAGE , , A EASEMENT NEFEB Y ESTABL l514ED / /l 1� 0' TO BENEFI T L 0T5 15 d 16. �' O �i/ I a f � 4 f s.. k ,' O e. Z5 BRL Lu.. i >.'`YQ v I i ` r , Lo „ ' PROP. EG . TOP = III Co X P GH Ix — INV. - 6-11.03All ivi lb '46 '49 m .40' `�'�'� ' N /5 46 49 W 50 94 ( l ll > E-i > LOT 17 H ' '4 z T.M.64-I1-17 I � ' D.C.T, t G, LLC I II E-+ �'' O to 8.4566 ACRE$ LOT 12 I LOT 14 z r w Z�' Tl"1. 64-11-12 Tl 1. 64-1/-14 `�� 4 O U) � USE: VACANT CARL $, HALE$ I DELI IS W. $ffir-1 AB I ' Q � 0 U 1 4.19 ACRE$ 2.misa ACRE$ ZONE: M/ ZONE: MI f o� w F- � U$E: VACANT U$E: VACANT � I >� � � O _—w w z 30 15 0 30 60 = I w GEOMETRY 4 UTILITY PLAN Z SCALE: I - 30 SCALE: 1" = 30' 4' Sa STL TWWs - ALL C'.O"RB AND CENTERS TO BE SHOP ILELDED UY PLATES a ■ SENMD 110 POINTS Ix6 ROUGH SAUN CEDAR PLANKS ONSN'4' STEEL PLATES TO RECEIVE 6' NO.'T• �� ./ �� _F' 16�'- HMGEB T33"xV4'x90• GATE POST 6•m,r ONSITE TYPICAL PAVEMENT SECTION ONSITE TYPICAL PAVEMENT SECTION 1. OUTDOOR STORAGE AND REPAIR ARE PROHIBITED. NOT TO SCALE NOT TO SCALE 2. OUTDOOR BURNING SHALL BE PROHIBITED IF POSSIBLE AND -r- =—`— Ot ��\ ww 6'x6' CEDAR POSTS av BBRAp ETS AND PARKING STALLS ONLY DEBRIS REMOVER FROM SITE. ��! ��— FS L f 11aa� �- o an BASE 3. ALL CRANES OPERATING ON SITE SHALL BE REQUIRED TO %i'� '' 1 ppgTllD �� — 1a DATE: March 9, 2010 15" SM- 5 A SURFACE COURSE HAVE AVIATION OBSTRUCTION FLAGS AND/ OR OBSRRUCTION " ;:',;'.:::'.,':r.: '::: 3" BM-25 BASE GouRSE LIGHTS VISIBLE DURING OPERATIONS AND MUST BE LOWERED AT GRADE 2 SM-125A SURFACE COURSE _�., \ W SUBBASE VDOT STD. 21A, TYPE I a" SUBBASE VDOT STD. 21A, TYPE 1 / �� '�-- �_^ 1R�� SCALE: AS NOTED 6m• 6m• NIGHT UNLESS LIT. IT IS CONTRACTORS RESPONSIBILITY TO ---� ACTED SUBCsRADE COMPACTED SUBGRADE i / Sdo PROVIDE FLAGS AND/OR LIGHTS. INTENDED HOURS AND DATES / e, 4y• (COMPACTED TO 16% DENSITY (COMPACTED TO 95% DENSITY / /� 0615 ,`� AT OPTIIIV MOISTURE CONTENT AT OPTIMI.M MOISTURE CONTENT OF CRANE OPERATION SHALL BE COORDINATED WITH AIRPORT ;� gp1 �--- _ _ L ..� \ � DESIGNED BY: KP/EG VDOT VTM-1 METHOD) VDOT VTM-1 METHOD) OPERATIONS SUPERVISOR NO LESS THAN TWENTY-FOUR HOURS b.4 `-�--_� PRIOR TO CRANE WORK _ A�- ,� \'� FILE NO. 0518CW , T PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 6. SOIL TEST PAVEMENT DESIGN BASED ON A SUBGR.4DE GBR DESKaN VALVE OF 6. SOIL TEST DUMPSTER GATE DETAIL OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERINATION OF REQUIRED OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED 4. MONUMENT SIGN DETAILS WILL BE PROVIDED AT THE TIME OF DRI VEUJ,4Y SP,4GING DETAIL 50 25 0 50 100 SHEET 4 OF 8 (NOT TO SCALE) PAVEMENT SECTION THICKNESS PRIOR TO CCNSTRiJGTION. PAVEMENT SECTION THICKNESS PRIOR TO CONSIRUC110N a_ M-pvl" SIGN PERMITTING. SCALE: I" _ 50 SCALE: 1" = 50' 07-16 ---------------- --------- --- LOT-1t)-- ---- _ _ - - ---- - _ -- - ---�--------- --- _ _T_M.64-I1-'a--------------- ------ J. \ 1 L0, CsI�G ALLEN IeE.aLTr — — — — T '"-- — — ..... ._ 1 _ *.,,, '` •`- \ \ USE., VACANT _ — , / \ ( -�---EXISTING ~ lZ4NAG \ \ — — — ._ -- \ / \ \ ''••-- '—:' ..-..' ,-,-.-.......--- .--•- •.. ,. , � , I L� l E EASEMENT \ \ � - '�Dt 868 r-:* 11o5 TC? 0E VACATED 00000, ► 1 —,� / .-Z / 1_ S 151.56 75'; E— l69 /5' — I y9 EXf AY/GAT/oN E,4SEMENT VV/ ` - _ \ — / \ T�2 1 1 / oa ~ I� 99,m / / r —` / (/ / / .-- -" I - — - -- — _ . — _ _ — — _ — _ _ -V— -_ �" " VlAWNIA E STORAGE, INC. \ \ /f _77`/ ! ! / / ,. _ �, / / 25' BF —— — .__god '" --� - ` - USE. INDUSIR/AL — — -- — — — - / X —_ _ —_—_—_ / DONOv.,N TRUCKING -t" XCA17ATING 1 / •� / /'� � — _ .- : % / './' 5,0�1 ACp,ES / ! "'� r / , — — \ ��-i 1 / / ' X \ �i, X----.^ —. —. _., — — - _ `� ZONC MI CURRENT US_. VACAN , ' ! /� — X , _ PR5S VTV0 UE: T-dICKAC MINTENANE/OFFICE / / � / ./ ' ..._.-. . \ \ t , 1 „ / X 6 1 ol 84 o }} t • / I �. E� I � 8 82 .f , �q .a / X a BLDG. . I $ \., 2. PROP. -68 A r. 85 86232 SHOE \ 61 / 8 \ / I S'4NL ` • � '°� ' 4" SAN. LAT. 62.00 � 88 MIN \ ' 8d N. 9 -. -�681,51 INv.=682 50 `INv.=68fd.50 t - / \ r ~ 88 1 INV. 61231 / . sc Y �8 ti r / / t D g 2 6 N: LA �8 �1 AIN I �s 4 ` ,"`�, s'q7` t0 • 4y tE1vdNCE g 88 �' \ 2 fdfdgo 1"11N / /�► 88 r , AREA 8 / S6 \ \ - .8 4 6 \ TAP BY • CSA INv. 6.�2 4,'/ •c, i u: c �.� \ /-cr x 0 I 3' HICxI-I RR TIE / 29 \ / TRUCK MAINTENANCE YARD 6 / ` RETAINING WALL \-"/%5.09 /27" / (GRAVEL _ �, ; — A DENOTES �\ \ 1 s N W AOVARINAO Ep D N 6NARED \ N \ • NO 5/GNAGE 6 , , \ 1-1\ i " �. EASEI~IENT kE1;REBY ESTABL16NFD : 'f , j � TO 135NER T L 0T5 15 1 16. . 33 A \ , , , 68 TOP - r093.13 1 / x / \` \ INV. = 671.03 _ � y y _ .. \ \ N /5 4649" W 50,94' — ---- 15'4649 W\ \4 .40' \\ LOT 17 \ �.. 64566 ACE_s \ \ �1 ��T v\LO\\12 LO zAE 7'".. 64-I1-11 TJt 64-l-14 i \ CARL 8. NA -ES\ \ \ \. I '\ OEW/5 W. 61h6NA$ 4.19 ACR5$ \ \ \ ._ -- -- -- — f 2" ACRE$ / ' � � � • • � USE: VACANT \ \ USE: VACANT Ile lir (10 r . _.-- -- ". •.-/ ,' r ,�' ,'' II \ I ! ! -•\ ,� \ v r / �' / '• / r / / I \ _I • I I III I a z W W z t� Z W o to to C b00 b CI � U OU z bb N r'Z'i a)� b W �8 oo� r•.i v ° W to w l o v - u- -- MARK D. SMITH No, 022837 i` C ti ssIoNAL �� d V0) Z - o0S .� V�E­4> H W Z W Q N z ' TZ W O C7 Z O Q o CO U i� Q Cc Q Z � IL Vm O DATE: March 9, 2010 SCALE: 1" = 30' DESIGNED BY: KP/EG FILE NO. 0518CW SHEET 5 OF 8 07-16 e' 24" select backfill 6' All back -fill to be compacted to 95 % of ASTM D698 maximum density. - 6' STANDARD -----' tiackfill 8' concrete CONCRETE ARCH nuner"I hnr4fill 24' select back -fill 6" __.._._._ B" CONCRETE ENCASEMENT TRENCH & BEDDING -1- 24' seh,ct backfill 6- 1/2 O.D. 6' MAR 06 ~L�I Both joints of the fitting shall be restrained. In addition, all joints within the recommended length (L) on the large side of the reducer shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) S94LL LARGE SIDE JOINT SIDE PVC DIP JOINT 6' 8' 10' 11' 6. 8' 10' 12' 6' -- 40 60 60 -- 20 40 40 8' -- -- 40 60 -- -- 20 40 10" -- -- -- 40 -- -- -- 20 REDUCER L Imo— L L In addition to restraining the connection, any joint that falls within the recommended length I shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) PVC DIP 6' 8' 10' 12- 6- 8' f0- 12- 60 60 1 80 100 40 40 1 60 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS - 6" THRU 12" 1 OF 3 -2- 100 100 iEST FIT REQD PRO .GRADE _ 690 690 685 I _ 680 QII PVC SDR-21 - 680 0 WATERLINE 0 w TO BE 411 m MIN. COVER _ 615 _ 675 — — �c Ul.. _ (L J (010 (010 7 7-7 _ Ln rr p 61(Y 0-(o w _ .. - _ t n § � ` 0 + 665 -q 9+50 10+00 10+50 11+00 11+50 12 +00 12+50 13+00 13+50 14+00 MAR 06 In addition to restraining each joint of the tee, (1) any joint that falls within the recommended length on the branch outlet (Lb) piping shall be restrained, (2) any joint that falls within the recommended length of the run (straight through) outlets (I shall be restrained. A cross shall be restrained per a tee's requirements for I A Wye shall be restrained per a tee's Lr and a 45' bend's L requirement. RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 6 X 6 20 20 20 20 8 X 8 20 20 20 20 8 X 6 20 20 20 20 10 X 10 20 20 20 20 10 X 8 20 20 20 20 RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 10 X 6 20 20 20 20 12 X 12 20 20 20 20 12 X 10 20 10 20 20 12 X 8 = 20 20 20 12 X 6 1 20 1 20 20 20 TEE, CROSS, WYE - L ---I In addition to restraining each side of the bend, any joint that falls within the recommended length on each side of the bend shall be restrained. TYPE RESTRAINED LENGTH OF PIPE (Ft) RESTRAINED LENGTH OF PIPE (Ft) FITTING PVC DIP DECREE 6' 8' 10' 11' 6' 1 8- 10- 11- 90 20 20 40 40 20 20 20 40 45 20 20 20 20 20 20 20 20 22.5 20 20 20 20 20 20 20 20 11.25 20 1 20 1 20 1 20 20 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS - 6" THRU 12" 2 OF 3 -3- MAR 06 concrete pad 18" dia. x 6' deep finished grade 4' stone screw type 48' min. adjustable location marker valve box joint _valve restrained stone restraints to main ,.ti. ..t. :. 18'1o24' 8'x 8x 16" solid block for 12' valve 6'thru 12" concrete pad 18' concrete pad 18' dia. x deep finished grace dia. x 6' deep 4Stone screw type adjustable Note: valve shall 4' stone 24' min. 48' min. valve box be bevel gear valve restrained to mein Note: valve shall ....... ....::.- • •: screw be spur gear :;;•;;:•;;;•;:.;:;::................ type adjustable type valve box — 60' min. over -excavation valve ••��• ••• • • ' ;:y restrained ' —stone to main 81x B'x 16" solid block 8'x 8'x 16" solid block v, •.'i'r•%r Water Forced Sewer 14"thru 36' GATE VALVE -9- MAR 06 finished DOWN BEND DEPTH 4 FT. MIN. � I --w— Ld ---001 DOWN BEND RESTRAINED LENGTH �G Vertical offsets contain down and up bends. On down bends, one joint faces horizontal and the other points down. On up bends, one joint faces horizontal and the other points up. Each side of any vertical offset bend shall be restrained. In addition, any joint that falls within the recommended length on each side of the fitting shall be restrained (Ld, Lu). UP BEND DEPTH UP BEND RESTRAINED LENGTH RESTRAINED LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 F. MIN. 5-12 FT. 4 FT. WIN. 5-12 FT: SIZE/1IrK DECREE OF BENDS LA (DOWN) Lu (UP) SIZE/IyPE DEGREE OF BENDS LE (MOWN) Lu (UP) 6' PI•C/DIP 45, 22.5 k 11.25 20 20 10, A•C 22.5 k 11.25 20 20 8- PVC 45 40 20 10' DIP 45, 22.5 & 11.25 20 20 8- Pic 22.5 & 11.25 20 20 12- P1•C/D1P 45 40 20 8' DIP 45, 22.5 h 11.25 20 ?0 12' PI C 22.5 & 11.25 20 20 10- PVC 45 40 20 1 12- DIP 22.5 & 1115 20 20 VERTICAL OFFSET RESTRAINED JOINTS - 6" THRU 12" 3 OF 3 -4- MAR 06 i" dia. schedule 40 steel pipe filled with concrete j 3 and painted yellow finished 7 grade 2 t > • ♦� O 18' dia concrete e ncasement BOLLARD DETAIL NOTE: Weep holes shall not be subject to being submerged. If Installation is In an area having a high groundwater table, the Authority's engineer shall be contacted for hydrant relocation. as required finished grade � 2'min.-8' max. stone to be minimum of 6' above top of base stone Dint j 1 C 1 pad V-6' dia. x (r deep ,V' --� 4' stone screw type adjustable valve box locator marker mechanicalJdnt swivel tee with 6' branch FIRE HYDRANT ASSEMBLY -10- APR 06 treated 2'x 4' with top Er painted blue MIP plastic plug on 6 tall piece 24' meter box \J IT finished and cover I .-. grade I 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 solid 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; wrap around bottom of angle bell valve; terminate with 12' tail piece]. THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE 5/8" x 3/4", 3/4" AND 1" METER INSTALLATION -7- JUN 06 Valvoo, Inc valve box assembly: lid: Figure No. 7 marked SEWER top section: Figure No. 7S26TO bottom section: Figure No. ISOB24 concrete skid pad finished 18" dia. x 6' deep grade 10. 4' stone Paneila Model PA4SV-CSK (41 lost Iron deanout cap with standard gasket and brass plug having a countersunk square head C� heavy wall brick base sanitary sewer main Wye .: 45. bend ........... ....: .T sS .. i. stone All pipe and fhtings shall be SDR 26 heavy wall sewer. SEWER CLEANOUT -19- a Z Icc W Z Z W O Lr) O CV 65 It a O �rCD 62 co ' C •' (O � t]p Z > 0 O W 0 02 aLIDW WW U �0 N ~I 41* V w� No, 022837 L-10 NAL _ W o (� V a N w Z �W Z a o� sti W U) = H c CE W Q W I� Z to w O Z O U VJ w F— Z = o � Q w w W � W M W Z U) U) J (L 0 1 DATE: March 9, 2010 SCALE: V' 1" - 50 DESIGNED BY: KP/EG FILE NO. 0518CW SHEET 6 OF 8 07-16 CG-12A PERMISSIBLE 4'-0' CONSTRUCTION 1 /5 DOWELS, 8' LONG BACK OF CURB L JOINT — 4'_0— O 12' C—C 12:1 MAX. 48:1 MAX. 4. MIN. n20:1 ► . 8•I — 2' — SECTION A-A 1 1p;1 MIN. MAX77 PERMISSIBLE B 2' B TANGENT PLAN JOINT uc11oN TRUNCATED DOMES A SECTION B—B A 4' SOUARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL 4 Imyow WIT/eN MIN TNE MARKED I CROSSWALK AREA 5 � � g' MIN. 4. 5' MIN. 10:1 MAX. 10:1 Wes• jjjj nn cRasswAuc ALTERATIONS TYPICAL PLACEMENT n TYPICAL 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: 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SUP 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 WITH THE APPROVAL. OF THE ENGINEER. 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST—N—PLACE OR PRECAST IN TOP SURFACE THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A 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 MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSABLE CONSTRUCTION JOUNT WITH REQUIRED BARS. IA. OwTRUNCATED DOME DETAIL — —2�,'I(1' C—C 4. IF RAMP FLOOR IS PRCAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SWVl BE CLASS A-4. O 0 0 5. REQUIRED BARS ARE TO BE NO. 5 X 8' PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP 0000000000000 FLOOR, MID —DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1 J". .0000 00000000 000 8. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT 0000000000 0000 00000000000 FOR CURB/CURB AND GUTTER. 2%' C—C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRESIED BY THE ENGINEER. THEY ARE TO 000000000000000 N BE PROVIDED AT INTERSECTIONS WHENEVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT—OF—WAY OF A HIGHWAY 000000000000000 FACILITY CROSSES A CURB REGUARDLESS 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 UNES. EXISTING LIGHT POLES. FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SUP RESISTANT 0000000000000001 PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APROACHED ENTERED AND VARIABLE 4' MINIMUM " PAY LIMITS USED BY PEDESTRIANS. 8. RAMPS MAY BE PLACED ON RADIALOR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING 6 DETECTABLE WARNING DETAIL PERPENDICULAR TO THE CURB. 9. TYPICAL CONCRETE SIDEWALK IS 4' THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED SHEET 1 OF 3 TO 7'. CG-12 DETECTABLE WARNING SURFACE SPECIFICATION .REV. 1/04 TYPE A 203.05 (PERPENDICULAR) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION 1o5 SIGN SHALL BE LOCATED SUCH THAT IT WILL NOT BE OBSCURED BY VEHICLE PARKED IN SPACE, F.C. OR E.P. SIGN (SEE DETAIL) 0 N O 00 * 2% MAXIMUM SLOPE IN ALL DIRECTIONS INTERNATIONAL SYMBOL OF ACCESSIBILITY * WHEN THE SPACE PROVIDED IS VAN ACCESSIBLE, DIMENSION SHALL BE 8' IN ACCORDANCE WITH VUSBC MINIMUM REQUIREMENTS. RESERVED PARKING 4.0' MIN. 7.0' MAX. NOTE: RAMP FOR HANDICAPPED MUST BE LOCATED ADJACENT TO THE AISLE. HANDICAPPED PARKING SPACE DETAIL 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 do GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB do GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARELLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 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 CG-7 IS REQUIRED. ... to •a '� • r p .. �— The bottom of the curb and gutter may be constructed parallel to the slope of 8' 2•-0• subbase courses provided a minimum depth of 7' is maintained. This or" may be concrete RE COMBINATION 6" CURB & GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 1"X4"X4'-8" SLATS, 2-FINISH NAIL AT TOP AND BOTTOM 2"X4"X4' BEAMS, TOE NAIL TO F'OST 4"X4"X8' POSTS 125" � NOTES: _ 1. PRESERVATIVE STAIN ON ALL WOOD. COLOR TO MATCH THAT OF BLDG. 2. FINISHED SIDE OF FENCE SHALL FACE ADJOINING PROPERTY, IF APPLICABLE. COMPACTED GRAVEL WOOD FENCE DETAIL NOT TO SCALE in 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 do GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB do GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SdAII BE CONSTRUCTED PARELLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. The bottom of the curb and gutter may be constructed parallel to the slope of subbase courses provided a minimum depth of 7' is maintained. COMBINATION 6" REVERSE CURB & GUTTER NO. 11 GAUGE 4 P BEVELED GALVANIZED HEIGHT OF BRACE SHALL BE STEEL BAND WITH BOLT AND NUT IN ACCORDANCE WITH r—MANUFACTURER'S SPECIFICATIONS L„71„ ONE TENSION WIRE \—TOP RAIL CLIP EACH LINE POLE --LINE POST (NO. 6 GAUGE MIN.) <GROUND llliRE FABRIC PER CLEARANCE SPECIFICATION 3" MAX TENSION WIRE NO -1 GAUGE <In MIN GALVANIZED COIL SPRING WIRE /STRETCHED OUT CORNER OR END I I TYPICAL SPACING BETWEEN ALL 1 GATE POST I I LINE POSTS I 101(MAX) 101(MAX) —I 12" —10n I-101, CONCRETE 3/8" MIN ROUND ROD FOOTING WITH TURNBUCKLE LINE BRACE - SHALL BE USED WHEN VERTICAL ALIGNMENT CHANGES 15'. (MAX SPACING 500') - SHALL BE USED AT FENCE END (AS SHOU.N ABOVE) AND GATE LOCATIONS CORNER BRACE - SHALL BE USED WHEN HORIZONTAL ALIGNMENT CHANGES 15' OR MORE - SHALL BE AS DETAILED ABOVE WITH BRACING IN BOTH DIRECTIONS a z W W z z W O Lr) CQ Do a 1v(0 ' � 0 '4A COC\204 Z .r 7 `t C� ai Cd x to c\ W�A �r-Q) WIn atoms U to ,4 E_ t` N O N P, W V3 4 MARK D, SMITH No, 022837 611 °�sL�`IZ'IU�ti `71 ONAL 6 Ileses 0 V Z W Z 00) m 3 E­1 co D W H 124 w LU V Q INS E-+ Cl)I 14 � rf--�I 0 WZ Q o0co W U 0 I'— Z ex Q 0 W w Z Z J � a U o� 0 z 2 DATE: March 9, 2010 SCALE: N/A DESIGNED BY: KP/EG FILE NO. 0518CW SHEET 7 OF 8 07-16 a `-------------------- Lu I , LO-��------- -- __-__ _ _ _ - -- - ---�_____________ , I \ , W t — — — -- -- -- — _ r- �` -- --- \ / I \ GIEG GLEN SAL 17' \ \. USE: VACANT EXISTIN( \ \ \ \ _ �■ DRAINAGE EASEI'1ENT \ \ \ o Ln iii BBB > 1105 \ \ •�00 T& 15 VACATED \ \ \ c\ co 0 I�� — --- `_ �.� / --•—•--—--.——- — — — —�— _ ^`�' \ \\ \ � ^ -__. ,� •� cp Cv °b r / Lo _ - - _ - _ / r -` , W P4RCFL 1 ' — —_ \ii EXAVIGA LIOEASEMENT T 340VIRSINIaEsORAciF.INC. �. A0 __— ! / r/ _-~'' l �_�------------ --_ DBS68FG1105 H I .31 / // / \\/ / / r r� A. J` - _ �— ` �— ` ) ZONE: Ml \ V �-' ' 25' BF ' ' `- / — — _ ^` ( � — — e r USE: INCUS7R1,a :'A / l 3 .0M�:J X�.—_ ' ` _. cp�s •s O,� ^`^\ .\ \ ` \ .,\ - WQb) a�2'USM _- - - --�0/1RKEXCiVATING'�DONOvAN Nv�)ZON9: MI \�.-i CURRENT USE: VAC,4N? PR01`'OSEi) USE: r'd.CK MAINITENANGEiOFFICE / / / r / / � r / � / / r -... -.._. l i / / / r X � r J r- �/-- --_ .,` ` '_ / I I � /, .— — — - ._� ` •.,� \ \ \ \ � `` 1- - t-_ �'' '� � � • ,3Z' • � � W OR E r -- S \ f LDG, / A EVERSREEN HEDGE \ ` ` �IQ� \ \ O x // F 000 S.F. / 690 \ \ ,�. � / / w 689.50 /U /� _ _ - /Cl t� r / ..'� 3 '' r ' -' / ,, r /` /' / / / • . ' SHOP AREA r / � A 31' - 3'HIGH 692 20' REEN HEDGE —�� \ -\ �, I ` ~ Q cc!\D \ _ 65-1.51 -74%` I INV. = 612.31 H op MAINKEENED 25' g 69 — \\ /' ' TENANC�- 4 t �� // �'`'' 0 —" _ ' \\ \ 4� // •'` j \\�--- \• \ • \ � MARK D. SMITH80' � 696 �\ \\ \\ '!• / \ N01022837 / y � / � 65 3 HIGH \\ !' �� / \ 10 �, �_ ,) - TRUCK MAINTENANCE YARD 6 / ` EVERGREEN HEDGE'� ass Cs 06 � / - • 0 OcV u- r' I ,I 0- �l 40' (GRAVEL)\\ \� - /' OT-5NA9 /I2E 346..35 \ �.� _ `� � � • � IO l DED REA DENOT,-S _ . / \ A VARIABLE WIDFP 914AF.ED l �Q, \ AGGEaS AND SIGNAGE \ 1 \ f / O \ \ \ \ `EA5El`IENT I-lEF.EBT 5TA \ ! J \ 686 E BL lSNED \ t / \ TO BENEFIT L.OT5 Ir d 16. \ ! \ / Nfn Q �f------------------------ \ / r \ , TOP = 693.13 [-+ INV. - 611.03 ! F- — ' — �,�. _ - \ 15'46'49 W\ \4 .40' \\ I �� — \ \ * \ I l I l 1 > E -� > \ N /5 46 49 lU 5m 94 - �` \ \,'* H � .. LOT 17UJ —ntt 6441-17 \ — l ' lII \ Co O \ \ D.C.T. i G, LLC \ _ --' `� I LOT\\12 I \ LOT-i \ \. 8.4566 ACkES 1 _ 1 \ 4 ,ZA'VE: MI - l' 1 \ T".. 64-I1-11, \ \ \\ T".. 64-11-14 "' / I I / �� j� U O ~ U� USA- VACANT — — \ CAIRL S. HALE6' \ \ \ \ \ \ '`� OEW16 w &W-71-IAS — •�'�O - — , — � (ISE: VACANT USE: VACANT �'"+ � '`�- u) 1! ' / / �,, � � O � � � Z Q r-- fZCNE.- -Jw CC / \ i // \ III \ J a SYMBOL NO. COMMON NAME MIN. SIZE 41 CHINESE HOLLY 3 GAL. CONTAINER NOTE: THIS SHEET FOR LANDSCAPE PURPOSES ONLY!!! SYMBOL NO. COMMON NAME HEIGHT CALIPER ® 3 PIN OAK - 2" 12 RED MAPLE - 2" 29 WHITE PINE 4' 2" ® 9 FLOWERING PEAR - 2" r 0 Z 3 DATE: March 9, 2010 SCALE: 1" = 30' DESIGNED BY: KP/EG FILE NO. 0518CW SHEET 8 OF 8 07-16