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HomeMy WebLinkAbout34-06 Donovan Truck & Exvac. - Office-Truck Maintenance - Shawnee - Backfile (2)CENERAL NOTES VDOT CENERAL NOTES LECEND VICINITY MAP C5 1. Methods and materials used in the construction of the improvements herein shall conform to the current County construction standards and specifications and/or current VDOT standards and specifications. 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, must be provided prior to issuance of the site development permit. The approval of these plans in no wayrelieves 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 Count prior to construction in existing State right-of-way. (VDOT) Y P g g Y 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit. is required under State law. 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to P PEXISTING Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. applicable permits must be available at the construction site. Also a 6. An approved set of plans and all app 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. Vl. All work on this project shall conform to the cuurrent editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, an and all utilities, including traffic P P g' P Y 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 b VDOT. An additional a g y y y 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 Y g Y• 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. EXISTING INTERMEDIATE CONTOUR - - -- -- _._, -330 -- -�--��-m•-•-m--d®_v___-,�______-s-e-- EXISTING INDEX CONTOUR 330 PROPOSED CONTOUR 40i0 - EX El_ EXISTING EDGE OF PAVEMENT -- - PROPOSED EDGE OF PAVEMENT PROP E/P EX C&G EXISTING CURB AND GUTTER PROP C&G PROPOSED CURB AND GUTTER CG-6 CG-6R TRANSITION FROM CG-6 TO CG-6R EXISTING TELEPHONE LINE - -1" - - - - T - - - - T -- - - PROPOSED TELEPHONE LINE T EX. 15" RCP STORM SEWER s -�- �, �ii::i1Y'.1.`,M1Lil�'wn.i3 i:iG.Y��i ':s4^i�'-..'e .�n:t� PROP. "15�' RCP PROPOSED STORM SEWER EXISTING SANITARY SEWER _�., - - - a S r ._ _ .� 0 OSED SANITARY SEWER PR P S EXISTING ELECTRIC SERVICE -- -E - - - -E - - - - E -- - - PROPOSED ELECTRIC SERVICE E SCALE: 1 2000 ' Z � W KU Z � W O °.�° I O q •� co 0 .� cC°o an I rn > Od 6 Z x ,o of a� C:1 LU °J q �u� �n � E- a ,,: . a.r�•;,�. , ems. ,, Y � � �, _, L:,;, ; -f,% .?X`_ - -._ ;; x /; 1 :/ ..,• i ? , 7 o` e ; ;r Q�Q" l,_ . /.. .. `A 1 // ; 1N �', �0 ;/ { SITE 3 s Q DEp�N®N 21 >' g '1� , �R� e. T, ,* `' �4/ '- ',9p0 '';' i' 1 -=_ ,=�OOM .• ;' �9) -- �. / y P , ;. ;1 ` / ` •'� "' `•IF, , T•�-;; .D �,, L `.:' ,.: l < ;�'' ,` i /qT( / "' �1w`1 ,' / .. i f 'p �� % , ,'Yi' :, ; 1*'<,6'4s ;' , <:`r� , -,;,�, `' •�' °•.., ;, .I; �yCl, ; ,y' , :�: .,,. -- , .� �, r.. „ i 1 i`` % , ' I ' .. ,% '! I \L'' F.fl ` . I ; _ ;' ! ;. - :- ' , ,, _A'_ ,.. 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 DEP'r DETAILS 7 LANDSCAPE PLAN 8 (o �� ° - ` ` b 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 PP P•P P•P 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 sanitarysewers 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 an utilities which is required as a result of his P P Y q 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 Ragineering at (540) 662-4185 immediately of any discrepancies between ,actual field conditions and the approved plan. 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has been prepared, it should supersede the requirements in this note. 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. 24. All utilities 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 P Y 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified, V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. Vil. 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 a°. conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered duringthe course of construction shall be immediate) brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT �, , Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unle, J 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 shall raect. 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 -gray must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports. shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-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 -0 EXISTING TELEPHONE PEDESTAL EXISTING WATERLINE W/ TEE PROPOSED WATERLINE W/ TEE W T EXISTING FIRE HYDRANT EXISTING WATER VALVE - _W_ - - _W_ _W_ - d PROPOSED WATER METER W PROPOSED REDUCER W STOP SIGN PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES 12 HANDICAP PARKING VEHICLES PER DAY COUNT 100 PROPOSED BUILDING ENTRANCE PROPOSED STREET NAME SIGN � PROPOSED SANITARY LATERAL CLEANOUT S SANITARY MANHOLE IDENTIFIER 12 STORM DRAIN STRUCTURE IDENTIFIER O6 EASEMENT LINE CENTERLINE - - EXISTING SPOT ELEVATION X735.4 PROPOSED SPOT ELEVATION X 35 � EXISTING TREE LINE �+�,, r� �.�-``-° o o N aU y, s, W �, Z O ~ YJ a H Z W 0 A rn 5 W E Q C.0 C rn , THESE PLANS ARE IN CONFORMANCE WITH FREI�,DRICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION TH OF U MARK D, SMITH No 022837 / C1. SIDNAL PROJECT INFORMA TIDN - SITE LOCATION WESTVI W BUSINESS CENTER PARCEL IDENTIFICATION NO. 64-1.1. 15 LOT AREA 5.00 AC. DISTURBED AREA 3.81 AC. CURRENT ZONING M-1 CURRENT USE VACANT 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: 112.21' REAR: 25' REAR: 394.98' F.A.R. CALCULATIONS PARKING CALCULATIONS LOT AREA = 217 800 S.F. - 5.00 ACRES REQUIRED PARKING: PROP BUILDING = 6,000 S.F. OFFICE = 1 SPACE PER 250 S.F. TRUCK MAINTENANCE = 1 PER EMPLOYEE 6,000 S.F. / 217,800 AC = 0.03 = F.A.R. OFFICE AREA = 1,200 S.F./250 S.F. 5 SPACES REQUIRED OPEN SPACE CALCULATIONS MAINTENANCE EMPOYEES = 4 4 SPACES REQUIRED 25% OPEN SPACE REQUIRED TOTAL SPACES REQUIRED = 9 217,800 SF X 0.25 = 54,450 SF Q OPEN SPACE PROVIDED = 105,921 SF OR 49% TOTAL SPACES PROVIDED = 17 HANDICAP SPACES REQUIRED = 1 TO 25 SPACES 1 SPACE REQUIRED LANDSCAPE CALCULATIONS HANDICAP SPACES PROVIDED = 1 LANDSCAPE AREA REQUIRED=25% OF SITE 105,921 SF (OS)/217,800 (TOTAL SITE)=48.6% PARKING AREA LANDSCAPING TOTAL PROPOSED IMPERVIOUS AREA = 104,987 SF 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 17 SPACES/10 = 2 TREES REQUIRED TOTAL REQUIRED PLANTINGS = 53 TREES TOTAL PROVIDED PLANTINGS = 53 TREES UJ x Z E-+ � W LU V �, tii U) ® ►-+ W Q E­Z Z E' (� � O � 3 W Z W U) > 1 -4 U � � � � W W t� 3: W W 1 ITZ Q Z J U) > SURVEY AND TOPOGRAPHIC INFORMATION 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 topographic mapping performed by: 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 tap location. 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 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. Y g g 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. O'NERS CERTIFICATE 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 rj APPR0 VAL ' FIRE MARSHALL S NOTE � c�� /6 FREDERI(fK COUNTY ZONING ADMINISTRATOiR DATE *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE 5 ( ) YEARS FROM THE DATE OF PLANNING APPROVAL Fire lane markings and signage: Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall's Office. TRIP GENERATION DATA Project Name: Project Number: d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the EX0 /� VA ONO VAN CKIN G A 1`1TING 1 V ND 18D 0 Z CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD 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. 0 13 130 INDUSTRIAL PARK 1,000 S.F. 6,000 S.F. 6 PER 1,000 S.F. OF GROSS FLOOR AREA 36 Magisterial District: SHAWNEE MAGISTERIAL DISTRICT Date of Plan: (Month, Day, Year) APRIL 26 2006 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. * TA EN FROM ITE TRIP GENERATIO 7TH EDITION DATE: 5/19/06 Owner: DONOVAN TRUCKING AND EXCAVATING Address, Including Zip Code &Telephone No. 219 EMERALD LANE FRONT ROYAL, VA 22630 (540) 635-8182 UTILITY CONTACTS SCALE: N/A Water/ Frederick County Sanitation Authority Phone: P.OVer. Box Sewer: P.O.Box 1877 P.O. Box 17398 Winchester, 61A. (301) 954-622604 Baltimore, 2 82 (540) 868-1061 21297 Power: Allegheny Power Gas: Shenandoah Gas Co. 12. FCSA to review the mechanical plan(s) s for design and material approval of: 1 the domestic water meter and P () g PP ) its backflow prevention device, and/or 2) the fire service line's backflow prevention device. Developer: DONOVAN TRUCKING AND EXCAVATING Address, Including Zip Code &Telephone No. 219 EMERALD LANE FRONT ROYAL, VA 22630 (540) 635-8182 DESIGNED BY: KP / EG HANDICAPPED PARKING NOTE FILE NO. 0518D Engineer Certifying Plan: Address, Including Zip Code & Telephone No. 151 WINDY HILL LANE P.O. Box 1458 P.O. Box 2400 Hagerstown, MD 21741 Winchester, VA 22604 SHEET 1 OF 8 Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. 1-800-654-3317 (540) 869-1111 Virginia Utility Protection Service 1-800-552-7001 GREENWAY ENGINEERING WINCHESTER, VA 22602 (540) 662-4185 06-39 STONE CONSTRUCTION ENTRANCE 70' MIN. A EXIS7IN0 Y PAIA"uDvr� FILTER CL07H�� B• MIN, A MOUNTABLE BERM (OPno-) SIDE ELEVATION DOSPNG GROUND 70' MlN. B WASHRACK 70' MIN. (OPTIONAL) 10' MIN. 12' MIN. fXIS77NG VDOr j7 I PosmVE DRAINAGE f0' MlN. COURSE AGGREGATE B 70 SEDlMEM I TRAPPING DEVICE • Musr E(rovO Fuu wrOTH OF INGRESS AND EGRESS PLAN VIEW OPDPAnON 12' MIN. .1• uw. Y wN. FILTER CLOTH _1 SECTION A — A REINFORCED CONCRETE DRAIN SPACE SECTION B—B SOURCE • ADAPTED from 198J ftand Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3 ..02-1 TEMPORARY DIVERSION DIKE SOURCE: VA. DSWC PLATE 3.09-1 TABLE 3.31—B 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 1VARIABLE ORIGINAL GROUND ELEV. 67 CU. YD./ACRE N 1.0' VARIABLE, 67 CU. YD./ACRE l 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) _ 6 X DRAINAGE AREA / (IN AC.) / DIVERSION DIKE DIKE x/ COARSE AGGREGATE / EXCAVATED AREA ( ( / /\ R CLOTH ��� "COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) SOURCE: VA. DSWC PLATE. 3.13-2 CONSTRUCTION OF A SILT FENCE (WITH WIRE S UPPOR T) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. i FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. FLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 S6er>tood A Tlanl 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 Flotpeo is used, increase to 30 lbs./acre. All legume seed must be properly inoculated. Weeping Lovegrass may also be included in any slope or low—maintance mixtures during warmer seeding periods; add 10-20 lbs/acre in mixes. =0='*OMMA� EXBUSINESS CEl�tTERANDSED cO T DOCIOPTIOW THE PURPOSE OF THIS PROJECT IS FOR THE CONSTRUCTION OF A 6,000 SF BUILDING, TRUCK MAINTENANCE YARD AND ASSOCIATED PARKING IN THE WESTVIEW BUSINESS CENTER, THE SITE IS LOCATED ALONG INDEPENDENCE DRIVE (VA RT. 1092). A TOTAL OF APPROXIMATELY 38 ACRES WILL BE DISTRUBED DURING CONSTRUCTION. DATE! OF CONSTRICr10W CONSTRUCTION WILL BEGIN FOLLOWING PLAN APPROVAL AND WILL TAKE APPROXIMATELY 120 DAYS TO COMPLETE. DdST*4 SITE CCIWITIONss THE PROPOSED SITE IS GENERALLY LOCATED ALONG THE TOP OF A NORTHERLY RIDGE. MOST OF THE SITE IS COVERED WITH HARDWOODS WITH THE REMAINDER BEING OPEN GRASSED AREAS. THE SITE IS DIVIDED INTO GENERALLY TWO DRAINAGE AREAS SLOPING AT AN AVERAGE OF 4% TO THE EAST AND 1510 TO THE WEST, BEFORE FALLING OFF STEEPER SLOPES. APPROXIMATELY FOUR ACRES FALL TO THE WEST WITH THE REMAINING ONE ACRE DRAINING TO THE EAST. SOIL& 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-BERKS CHANNERY SILT LOAM (41C). THE EROSION HAZARD IS MODERATE TO SEVERE. ADJAaW AREASs THE SITE IS BOUNDED ON THE NORTH BY INDEPENDENCE DR UNDEVELOPED M-1 ZONED PROPERTY BINDS THE REST OF THE SITE. 04V1TE AFMA& THERE ARE NO OFFSITE DISTURBANCES ASSOCIATED WITH THIS DEVELOPMENT. ERO84ON AND SEDkIT CONTROL MEAMM& UNLESS 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 VIRGIINIA EROSION AND SEDIMENT CONTROL HANDBOOK. STRUc'uuL MEAS AWS& INSTALL TEMPORARY CONSTRUCTION ENTRANCE WITH WASH RACK (3.02) AT ENTRANCE TO THE SITE ON INDEPENDENCE DR. TO MINIMIZE MUD CARRIED ONTO ROADWAY. TEMPORARY DIVERSION DIKES (329) SHALL BE INSTALLED AS SHOWN ON THE PLANS TO DIVERT SEDIMENT -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. VEGETATIVE MEA&M& 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 STABIILIZATION 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. TOPSOIL 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*W.1& t stRAAtt-�1�� LU CONSTRUCTION SHALL BE SEQUENCED SUCH THAT CLEARING LU OPERATIONS WILL BEGIN AND ENID 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. LUo in CO Co AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE C �I :0M C\2CO CONTROLS SHALL BE CLEANED UP AND REMOVED. 0 ELECTRIC POWER, TELEPHONE, STORM, SANITARY, WATER 4 GAS Q q m � SUPPLY TRENCHES ARE TO BE COMPACTED, SEEDED AND (0 LO t MULCHED WITHIN FIVE (5) DAYS AFTER BACKFILLING. NO MORE � C) 1, THAN 500 FEET ARE TO BE OPEN AT ANY ONE TIME. 4 x C\j ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED LUti o 12, WITHIN FIVE (5) DAYS OF COMPLETION OF GRADING. 0 DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS IR E UNTIL VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH V TIME THE CHECK DAMS SHALL BE REMOVED. DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE -15 (D �, NECESSARY DUE TO CONTRACTOR PHA51ING OR OTHER 1 UNFORESEEN CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO TH05E w 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 VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. STORP'IMMR MANAWBOWs NO STORMWATER MANAGEMENT IS BEING PROPOSED FOR THE DEVELOPMENT OF THIS SITE. (SEE STORMWATER z MANAGEMENT REPORT FOR WESTVIEW BUSINESS CENTER LOTS 11, 12, 14, O 15, 16 AND 11, DATED SEPTEMBER 3, 2004) w MAINT 194M E PROGRAft Ix ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 0.5 INCHES OF RAIN PER 24-HOUR PERIOD. ANY DAMAGED STRUCTURAL MEA51RES 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 w SHALL. BE FERTILIZED AND RESEEDED AS NEEDED UNTIL GRASS E, IS ESTABLISHED. A TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50 % TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE. H 0 f INLET PROTECTION SHALL BE CHECKED REGULARLY FOR Gf SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET IS CLOGGED BY ScDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED c> MARK D. SMITH IMMEDIATELY. t N0,022837 THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE, CONDITION WA O ��. / l , 61��ti AT ALL TIMES. SIGNAL EROSION AND SWHW CONTROL PRXAUft 1. HOL.D PRE -CONSTRUCTION MEETING ON -SITE WITH INSPECTOR 2. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY (PHASE I SEDIMENT TRAPS 4 DIVERSION DIKES) W Z 3. PLACEMENT OF SEDIMENT CONTROL DEVICES. > 4. OBTAIN INSPECTOR'S APPROVAL PRIOR TO BEGINNING CLEARING OPERATIONS. d 5. CLEAR AND GRUB REMAINDER OF SITE. 0' (o. RESTORATION AND STABILIZATION OF DISTURBED AREAS. R' > 1. REMOVE EROSION AND SEDIMENT CONTROL MEASURES WITH THE APPROVAL OF THE INSPECTOR NOTES THE FREDERICK COUNTY PUBLIC WORKS AND X H ENGINEERING DEPARTMENT RETAIN THE RIGHT TO ADD AND/OR Cl)MODIFY W U THESE EROSION AND SEDIMENT CONTROL MEASURES W Q4 DURING THE CONSTRUCTION PROCESS, WITHIN REASON, TO � ENSURE ADEQUATE PROTECTION TO THE PUBLIC AND THE � ® � M ENVIRONMENT. Q z Z Q DUST CONTROL: 1. TEMPORARY SEEDING SHALL BE APPLIED TO ALL DISTURBED AREAS O Q z ' C SUBJECT TO LITTLE ON NOCONSTRUCTION TRAFFIC. in W O 2. ALL HAUL ROAD AND OTHER HEAVY TRAFFIC ROUTES SHALL BE IS WET AND E � W U SPRINKLED WITH WATER UNTIL THE SURFACE REPEATED Z E" AS NEEDED TO CONTROL DUST O W U) U U P Qi 124 Q 10 U) O co a Z O > En O Z w O 0 DATE: 5/19/06 SCALE: N/A DESIGNED BY: KP/EG FILE NO. 0518D SHEET 2 OF 8 06-39 Lq 000000 cc Lu00000 00010' ALL e1V P"FAL 7Y 146: VACANT EXISTING Lu ORAINA(sE 11ENT E466 11,05 00000i ------ fLIJ TO 15E VACATED CQ 1000, c\1 C\2 LO 00 0 tab CO to 'co 1>11 '0000 its vO T. EX. V16A rION EASEMENT'r- 05 940 196 -930 VIX61NIA A=FLE 6 TORAC, LF, INC LIMITS�OF-c-5AR . I . NG D g t*ra 1105 AND GRADING ZCNE, t'll �> Lu c\j co Ln C\1 0 4 LO CX A...... "000. V LO f X 4— co co A A T 6 OF �CLEARI�NG LIMITS OF CLEA N A &��I' AND GRADING SF rr hIN Q) 0 bD -6 DD 3 SF 1*1 2.15 AG.1 ,. E z DA z 0 0 z '-.0MIT5 OF CLEARING —7, AND GRADING CE 71% &Co 6 P-4 1�2 7 E, L 694 N ..000000 SF ;01000, X 0. DA :12 1.04' x x x x x x RK D, SMITH MAN No 022837 101VAL C� ----- --- N 14c, LIMIT6 OF CLEARING AND GRADING ry 4R 'ej, 40 cd pp A Ilk. pp- % ti uj v v v v --1 LIMITS OF CLEARING ____ ( /I : z AND GRADING E- > O.C.r Ica, LILCll E- W z U) E- 0.4566 ACAS L 0`12w 0 T 14 ON. Mr�D . ...... 06,,�. VAC NT T". 64-11-12,, CA rZ 6. NA L E6' 4.19 AcpIE6 Tj%l. 64-11-14 OENNIS U) bA6045 __ ,. ' N, ACRES -3, i, ° + 7 w O� E- ZCNIF, m/ USEr VACANT ZONJ�., I USE. VACANT jw \4 > I j j `��W U) 1:4 30 15 0 30 60 ammmmmmmmli 10 �4 Dz-, NOTE: THIS SHEET FOR EROSION AND SEDIMENT CONTROL ONLY111 6CALE: 1 30 o ... z 0 U) -j wQ > EROSION / 6EDIMENT CONTROL LEGEND 0 No. KEY SYMBOL DESCRIPTION z 3-02 TEMPORARY GRAVEL CONSTRUCTION @0 ENTRANCE 0 f;RE5f=ON615LE L,4ND DISTURBER 305 SF X X x SILT FENCE in NAME: CERTIFICATION DATE: TEMPORARY DIVERSION DIKE DATE: 5/19/06 THE f;RESf='0NS,15LE LANE) [)I5TUf;R5ER TEMPORARY SEDIMENT TRAP SEDIMENT TRAP COMPUTATIONS SCALE: 1" = 30' 15 THE FART'' RESPONSIBLE FOR C;ARRT'ING OUT THE LANE) [--)15TUfR51NG STORAGE REQUIRED STORAGE PROVIDED DRAINAGE DIVIDES DRAINAGE WET DRY WET DRY OUTLET WET ELEV. AREA CALCULATIONS STORAGE STORAGE WEIR TOP BERM TOP OF TOTAL LOT AREA = 5.00 AC, DESIGNED BY KP/EG ACTIVITY AS SET FORTH IN THE PLANS. TRAP' AREA GU. YD. cu. YD. CU. YD. cu. YD. HEIGHT 1 2.15 AC 144 144 144 154 2.0' DEPTH DIMENSION LENGTH WIDTH HEIGHT WEIR DISTURBED LOT AREA 3.81 AC. 4- 5OX23 13, 2 3.0' 181.0 2 ID4 AC 10 10 10 80 10, 2' 58xM 61 20' 22' 183.0 PERCENTAGE OF LOT DISTURBED = 16.251- FILE NO. 0518D SHEET 3 OF 8 06-39 LOT 16 T".. 64-11-16 GREG ALLEN idEAL TY 2 9q dr_pFs iO g°� — EX AV/GAT/ON EASEMENT / �E 0 / LOT 15 / T.M.64-11-15 / DONOVAN TRUCKING 4 EXCAVATING / 5-00 ACRES / ZONE: MI CURRENT USE: VACANT PROPOSED USE: TRUCK MAINTENANCE/OFFICE N 15'4649" U/ 5094' LOT 17 Tl 1. 64-1147 D.C.T, t G, LLC .6.4566 ACRES ' ZONE: Ml U6E: VACANT ' 30 15 0 30 60 �^ _ SGALE: I" = 30' Wx8"xi/4' STEEL PLATES TO RECEIVE b" NO. 'T' HMGES b'xb" CEDAR POSTS W/ STL. COLLM BASE GRADE 4" SQ STL. TUBING - ALL CORNERS AND CENTERS TO BE SHOP L ELDED W/ PLATES BEHIND tLELD POINTS DUMPSTER GATE DETAIL (NOT TO SCALE) Ixb ROUGH SATIN CEDAR PLANKS h.O T3 3"xWx'30' GATE POST BAR LATCH AND BRACKETS ON51TE TYPICAL PAVEMENT SECTION NOT TO SCALE PARKING STALLS ONLY iiii! If YIIIIf c PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF b. SOIL TEST OF THE WE36RADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. 1 flT -1AIN TM 64-11-12 CARL S. HALES 4.19 ACRES ZONE: 1'11 USE: VACANT GEOMETRY 4 UTILITY PLAN SCALE: I" = 30' ON51TE TYPICAL PAVEMENT SECTION NOT TO SCALE j1ij%iji1ij'; -� •• . - PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF (o. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. Dt•pvmt3 NOTES: 1. OUTDOOR STORAGE AND REPAIR ARE PROHIBITED. 2. OUTDOOR BURNING SHALL BE PROHIBITED IF POSSIBLE AND DEBRIS REMOVER FROM SITE, 3. ALL CRANES OPERATING ON SITE SHALL BE REQUIRED TO HAVE AVIATION OBSTRUCTION FLAGS AND/ OR OBSRTUCTION LIGHTS VISIBLE DURING OPERATIONS AND MUST BE LOWERED AT NIGHT UNLESS LIT. IT IS CONTRACTORS RESPONSIBILITY TO PROVIDE FLAGS AND/OR LIGHTS. INTENDED HOURS AND DATES OF CRANE OPERATION SHALL BE COORDINATED WITH AIRPORT OPERATIONS SUPERVISOR NO LESS THAN TWENTY-FOUR HOURS PRIOR TO CRANE WORK- 4. MONUMENT SIGN DETAILS WILL BE PROVIDED AT THE TIME OF SIGN PERMITTING. 1 EXISTING D,fAINAGE EA 561ENT J )a E60 F'G /1,05 TO BE VACATED /00T'-514A0E0, A�'EA 051VOTE5 " A VA,1;'IABLE. LUIDTN 5k_IRED A CE55 ,41,10 516f&1 GE EASEtIENT PE,RF5 Y E,5 T,AEL /SNEJ TO .3ENFFI T L.OT5 1-5 4 16. LOT 14 T.M. 64-11-14 DENNIS W S/NGHAS 2" ACRES ZONE. MI UW. VACANT PARCEL 2 TI 1. 64-A-I59D VIRGi/NIA APPLE STORAGE, INC. DB 868 PG 1105 ZONE. M1 USE: INDUSTRIAL 'k' 20, LULL E51,1T 05 86,E f-6 I125 EX. F�l A55,N1E3- _ / -EX. ellU11L X B " C_4F7 EX. 10, " x a 11 12DCI":. Oro \Z\ \\' / j� , J11�1 •e PROP: MONUMENT SIGN LOCATION % r STOP SIGN CtPERMITTED �' ' TOP = &al.51 BEPERATE-LY) ®r,3) ' I , .•sue"�<••.� ,� ��Il �2, ; y `4 Y - FGSA �i 1 , v r) r O fit 0. ^ V a z cc W W z z W o ,n o co Q 9.� Na Rom t '� as Z~' ol�� 't�� ram, Lo C\2 W> Q) a) W 0 ­1 Lo U N --i #r' E+ (s, c" N O > ro W to �O(�O � � 11/4\0 To- �a �Q jf �+ TOP = 693.13 INV. = &-II.03 E- E—, UI�� C�6 E_ IJ4 O !''y✓ � "1._ . •... � �• WSJ" P / , PS. Loar No 7,1 m � TT �I ±.:....oi PRIVEWAI SPACING DETAIL 50 25 0 50 100 SCALE: 1" = 50' SGALE: 1" = 50' MARK D, SMITH No,022837 SIONAL 0 Z a > a� X W0�� H W E, U z_Q E Z04) w O p Z w U w w Q � 3 w w 10 z J a O z 0 in DATE: 5/19/06 SCALE: AS NOTED DESIGNED BY: KP/EG FILE NO. 0518D SHEET 4 OF 8 06-39 r / fj9� ------ LOT 16``° .. f T.M. 64-„-,6 � . ,,,• 0000, DREG ALLLOT 16EN REAL Tr \ 2.99 ACRES \N, ZONE- MI U5 ACANT � , E• V � _ c .00� -- — —'�- 5 15 56 25 ' E 56 9.15' EX. AV16A RON EASEMENT � i ' U- - LOT 10 TI-1.64-11-15 DONOVAN TRUCKING 4 EXCAVATING 5.00 ACRES ZONE: MI CURRENT USE: VACANT 1 PROPOSED USE: TRUCK MAINTENANCE/OFFICE 1 � / X / X 0 X N1� ;n X � N �1 X N /5 °4649" U/ 5094' LOT 17 T.M. 64-l1-17 O.C.T. $ G, LLC &4566 ACRES ZONE.- M1 USE: VACANT 30 15 0 30 60 SCALE: 1" = 30' ��6'49 (U 4m .40' LOT 72 7'". 64-l1-12 1 CARL S. NALES 4.19 ACRES ZONE. MI USE.- VACANT 4" SQ STL. TUBING - ALL CORNERS AND CENTERS TO BE SHOP WELDED W/ PLATES BEHIND WELD POINTS Ix6 ROUGH S,ALLN CEDAR PLANKS 8"x8"Yi4" STEEL PLATES TO RECEIVE b" NO. "T" ' ' ' ' I � UJ HINGES T3 3"x'/4"xV0" GATE POST BAR LATCH AND b"xb" CEDAR POSTS W/ BRACKETS STL. COLUMN BASE GRADE �'2 DUM 5TER GATE DETAIL (NOT TO SCALE) ONSITE TYPICAL FAVEMENT SECTION NOT TO SCALE FARKING STALLS ONLY COURSE!5A SURFACE COMPACTED Sc -•D COMPACTED TO 5r:)% DEN51TY AT OPTIMUM M015TURECONTENT D•METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF (o. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. Dt-pvmt3 GEOMETRY 4 UTILITY PLAN SCALE: I" = 30' ON51TE TYPICAL PAVEt PENT SECTION NOT TO SCALE I ....:..:,..:.::...:,::...:...:.....,... 15" 511-125A SURFACE COURSE 3" BM-25 BASE COURSE - 8" SUBBASE VDOT STD. 21A, TYPE I COMPACTED SUBGRADE (COMPACTED TO 135`o DENSITY AT OPTIMUM MOISTURE CONTENT VOOT VTM-I METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF b. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. Dt- vmt3 NOTES: I. OUTDOOR STORAGE AND REPAIR ARE PROHIBITED. 2. OUTDOOR BURNING SHALL BE PROHIBITED IF POSSIBLE AND DEBRIS REMOVER FROM SITE. 3. ALL CRANES OPERATING ON SITE SHALL BE REQUIRED TO HAVE AVIATION OBSTRUCTION FLAGS AND/ OR OBSRTUCTION LIGHTS VISIBLE DURING OPERATIONS AND MUST BE LOWERED AT NIGHT UNLESS LIT_ IT IS CONTRACTORS RESPONSIBILITY TO PROVIDE FLAGS AND/OR LIGHTS. INTENDED HOURS AND DATES OF CRANE OPERATION SHALL BE COORDINATED WITH AIRPORT OPERATIONS SUPERVISOR NO LESS THAN TWENTY-FOUR HOURS PRIOR TO CRANE WORK- 4. MONUMENT SIGN DETAILS WILL BE PROVIDED AT THE TIME OF SIGN PERMITTING. PARCEL 2 Tl"I 64-A-590 V1R5VN/A APPLE STOR CE, INC. OB 960 FG 1105 ZONE. Ml USE: 1NOU5TRIAL EX Fr-1 A551-15 , - EX. D.B �68 FCi IrCS ^� a z W W Z Z W '^Lo l./ 0^12' 01 00 � H U � o � CC)U 1 tiD Z x Lo Cu Lu uj Q,tn as / !!Ln- V d c N O o W U) w . w TO BE l cM©vEDO �' E- w z -=� zUE- w PROP: MONUMENT 616N, LOCATION C/O (PERMITTED 5EPERATE-LY0 E 346 OT-5NADED AREA A VARIA43L E UJ10 Tl,' 5HARED ACCE55 AND 616NAOE / EASEMENT NEREC37' E5TAOLl5NEC) TO BENEF-IT LOTS 15 4 l6. / k, ! LOT 14 Tl'1. 64-11-14 OENN/S W S/NGNAS 2" ACRES ZONE. M1 USE: VACANT 1, .0�i , '' ,� --�"_ ."•-.-_ Il TOP INV. = 61L03 I f � f U) � I - ---- --- --- — ---- VA. � 8 LMAT pool® l_ NO ..,,.i^" �• _✓" mow. ...,_......- ',` ...,.,,,,�- COO 4 A WAAL �-- _ i O z 4 VI Y) z o CD OQ / a . W o co STOP SIGN Q i X.. �o °) fiOP = 681..; / INV. = 612.31 N v� ,TH OF f U MARK D. SMITH N01022837 W SIGNAL E� QQIN 4 0 Q DRIVEWAY SPACING DETAIL 50 25 0 50 100 SCALE: I" = 50' 56ALE: 1" = 50' 0 Z Q Q cr. Lu x W W 0 Z z Q Qa5� � � m � w o Z w U) �4 V W 3 W w Z -iI) Q O z O 0 DATE: 5/19/06 SCALE: AS NOTED DESIGNED BY: KP/EG FILE NO. 0518D SHEET 4 OF 8 06-39 0, 7, �2-v' 1<1 / I ,. ,, LOT` -fin � �_ _ � q. .«.•.•-' _ --_ . ._ .._._ .�-I� _.. _ `� � --_ .-..- - - - - _ __ - - 1 ;\ -6441-15 / GREGALLENI�ALr)' ---- — \� L`OT\�-46 I I \ , --- — -_. — � g� ,OGRES' — — �.`,.,_:�•-�' \ � l f l — -- -, �! ' '�•--•� \ _zONF-MI_ USE: VACANT _ - - - ^`� / • -r \ I I I EXISTING \ \ DRUINACOE EASEMENT `ps 360 FC 11,05 i T& �E VACATED / / \ 10000'' .+....�"m" ,iu '` / "il 7 / ,•- `' i \ owraa+ '.-`El�rfti'"'" 612 l5'S6 Z5'E"'15' - -_ _ -- _ _ _ _ _ _ �•° �\`__-_ rf-_ __ _ —_ -_ — —/ �— _ _ rQ"-•-- - _ _ ` "� �w`- _ .-...�, VI�s1 PARCEL 20 —_— v1GAT/ONEASEMENT Y/N1A PPLE 8TOR4GE, INC. 64- -159D 990 B60 PG 1105 /-----..._-----_.._. _ « USE: INOUSTR/AL `` \ -'T 40 / / X r e / DON0IGAN-TRUCKIN /# EXCAVATING- / ✓ / / / / /.-' X - ,XONIt: MI , •'- ✓' -"- \ I / / / /./ / _ `6' -.O CURRENT 1aE= "'` `' -` '-' _- / / 1 1•. - __ - - - PROPOS U USE �jPCUCK M60 TENANM/6FFICE \ -`7 ono / / ,� / . / / ! / ` / / /, i i / / ! ,�'/, ''- y X '`✓ I _1 / / 88 � .8 $.�i•''- •.,,...."•. . �.,._ .. .. ......-••-mac 81 T ` e . .,,X .,,\ Gi•u ,L/ `.. t AA r J / / , / ! / �• _.._'« l � j `/ / / / � X lk � ` �- — _.._ ' � / �, "� -I �c o�0 8�. , : • � Si � \,�,� x•.. ` r.. 8 82�c ,:'e, . /'` / / / / / / — / 1 / /'- j/ X _ - a it i (• 88 dl S�Tc 8ITC B L / / M 8000 S.F. (OW ~�- w �"'81t'(. `2� 0�: ''`' •, FF-689.50 / w -= =- I �; - A -- AREi !O A S'► �'.--- Be88T INV.=ro84.5 2- N• L.4T. ` \ / " �' - / r / g '• 4" SAN. L. 00 h'1►N, 88 , gg, 62.00 ro 65 TC / w- I�lV.=680.5m 1 INV.-6 2.5m •.I OP = 6 G (pqp I , / / 88f 1 \ �/ w I INV. - 6 12.3I . _ ,�q { / / 8 Tr- 8 - SS / B \" 4 \ 2.00% M fN ` ( 696 , �` \ — -�-_� \ TAP BY CSA �r$ �— \ _ \ INV._rol2.8$ HIGH RR TIE K MAI NANCE YA D 68 , ! \ TAININCx WALL A`CI�c _ L)vvr-SNAOED AREA 0ENOT55 - , _- - --- A VARIABLE WIC)TN SNARED -� ' ACGE55 AND 516NAOE 1 \ ✓ � � 0 t� I) m " �. EA5EMENT PFREB r E3TABL15PEC \ l \ ,O EENEFIT L0T5 15 16. / '\ J 1, � �, l ,I / / >" 684 d TOP = G93.13 y \\ E � �5 �' /' \IN INV. = ��11.03 •� \ \ N 15'4649" W 5094' _ -_ - .. 15 °46'49 IV \ LOT 17 __ \- 6.4566 ACRES __ / LOT\\12 \ I_ `� L 0-T 14-- ZOVE. mi. _ . _ I r.M. 64-9-1� \ TM.. 64-11-14 CARL S. NALES OENN/s U/ S/NGNAB ! 4.19 ACRES \ \ _ — _ 2" ACRES y j / Irv USE: VACANT \ \ / ! USE: VACANT •/ - - u� j ' �' , / ' — _ ._. — __. _. _.._ ._.. �_ - " •-��, / / 1 .1 � ' - � ' � ~ / I A _ 1 lir — .._.. �'• yam' ✓•' //!! ' /// // /, ' � '/ ^�\ v/— .... /"--i� /''� � %' /% i ` `� { I � III I a z cc W W Z Z WCQ oto CD CO .� 1 c� U tab c\j Wa� x Ln Cat LU U 0 � � Ln �5 E-Oy fs, N O O N � w Pr MARK D SMITH No,022837 SIGNAL 0 Z Q Q U�� !� W W U � U) > 0 Z_Wp E, aQ m ':� � �D O z Z 3 W E-4 U1 U U V W 3 wW H 1.` (� 10 Z .1 U) 0 z 0 0 DATE: 5/19/06 SCALE: 1" = 30' DESIGNED BY: KP/EG FILE NO. 0518D SHEET 5 OF 8 06-39 general backfill star 8" STANDARD 24" select backfill 61, All backfill to be compacted to 95% ofASTM D698 maximum density. a' -- `-ckfill concrete CONCRETE ARCH II 24" select backflli 6" 91 CONCRETE ENCASEMENT TRENCH & BEDDING -1- 100 TEST R lT REQ D I I PROF. GRADE Y f z � 50¢ _ l 8° PVC.5RR-21 _ _ WATERLINE TO BE 4' MIN. COVER z o a -1 ! o Q o r tit_..._. _ _ �.. _.�_,.. _ . w_. Y . __ 3 .,..„ ........ _ _ ... . _ Q -LU CA x ,� uXt a� `� rr 4" select ackftll 2 O.D. SEP 05 1 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) SMALL LARGE SIDE JOINT SIDE PVC DIP JOINT 6` 8' 10" 12' 6' B` 10' 12' 6' -- 40 60 60 -- 20 40 40 8' -- -- 40 60 -- -- 20 40 10` -- -- -- 40 -- -- -- 20 REDUCER I-"— L ►I (_.-- L L ow 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`T60 8` 10- 12- 6" 8` 10` 12` 60 80 100 40 1 40 1 60 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS 1 OF 3 -2- 685 ' s [i� I � to 675 U z f ut 6-10 0 IL B 0 665 j 0 9+50 10+00 10+50 11 +00 11 +50 12 +00 12 +50 13+00 13+50 WATERLINE 695 685 6i5 665 14+00 SEP 05 RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 6 X 6 20 20 20 20 8 X B 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 In addition to restraining each joint of the tee, (1) any joint that falls within the recommended length on the branch J outlet Lb piping shall be restrained, 2 an joint that falls ( ) P•P 9 O Y within the recommended length of the run (straight through) outlets (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. TEE, CROSS, WYE f-- — 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. HORIZONTAL BEND RESTRAINED JOINTS 2 OF 3 -3- SEP 05 8'x 8'x 16' solid block RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X D Lr Lb Lr Lb 10 X 6 20 20 20 10 12 X 12 20 20 20 20 12 X 10 ZO 20 20 20 I2 X 8 20 20 20 20 f2 X 6 20 20 20 20 TYPE RESTRAINED LENGTH OF PIPE (Ft) RESTRAINED LENGTH OF PIPE (Ft) FITTING PVC DIP DEGREE 6' B. 10` 12` 6" 8` IO' 12` 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 20 20 20 20 20 20 20 concrete pad 18' dia. x 6' deep finished grade 4' stone screw type adjustable 48' min. location marker valve box joint valve restrained stone restraints to main ..................... .........::.�.�::::: ' ..�Y..: ::•:..•'::'::':... :.::.::..:..... :. 18' to 24' 8'x 8'x 16' solid block for 12' valve 6"thru 12" Water Note: valve shall be bevel gear type r: 60' min. - over-excavati `stone 14" thru 36" GATE VALVE -9- grade 1 4' stone concrete pad 18' dia. x 6' deep 24' min. Note: valve shall screw be spur gear tYice type adjustable valve box valve restrained to main 8'x 8'x 16" solid block Forced Sewer MAR 06 finished DOWN BEND DEPTH 4 FT. MIN. Imo- Lid -•►-I DOWN BEND RESTRAINED LENGTH UP BEND DEPTH �G Vertical offsets contain down and up bends. On down binds, one joint faces horizontal and the other points down. On up bends, one joint faces horizontal aind the other points up. Each side of any vertical offset bend shall be restrained. In addition, any UP BEND RESTRAINED LENGTH joint that falls within the recommended length on each side of the fitting shall be restrained (Ld, Lu). RESTRAINED LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT. MIN. 5-12 FT. 4 FT. MIN. 5-12 FT. SIZE/TYPE DEGREE OF BENDS Ld (DOWN) Lu (UP) SIZE/TYPE DEGREE OF BENDS Ld (DOWN) Lu (UP) 6' PVC/DIP 45, 22.5 & 11.25 20 20 10' PVC 22.5 & 11.25 20 20 8' PVC 45 40 20 10" DIP 45, 22.5 & 11.25 20 20 8' PVC 22.5 & 11.25 20 20 12` PVC/DIP 45 40 20 8` DIP 45, 22.5 & 11.25 20 20 12` PVC 22.5 & 11.25 20 20 10- PVC 45 40 20 12' DIP 22.5 & 11.25 20 20 VERTICAL OFFSET RESTRAINED JOINTS -4- 101 W Y dia. schedule 40 steel pipe filled with concrete 3' and painted yellow finished 7, grade 2' 18" dia. concrete encasements'':%:ii.' 3' BOLLARD DETAIL '/, SEP 05 mechanicaljolnt swivel tee with 6" branch FIRE HYDRANT ASSEMBLY -10- SEP 05 METER BOX and COVER METER SIZE METER BOX METER BOX COVER 5/8" x 3/4" o- 3/4" 18 in. Dia. Non -Traffic 74M32CRG Traffic A32HH-T 1" 24 in. Dia. Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) treated 2Kx 4" with meter box top 6" painted blue and cover finished grade �--sidewalk --i a — 5 ft —� 24" meter by\\\ •. finished 18"-21" 3" stone F.C.S,A. ' grade surrounding box \ .-:. 36" .:.. 38 \� 1" CTS polyethylene � tubing (PE Psi w th SS inset -45'-:-:•;:•:.::. 12" / at all connections ::::::: \ \ saddle with.8" �� .. corp stop ........................ X stone .................................::: Opposite Side 6„ . 12 gauge insulated copper wire for line Same Side 1" coupling tracing, taped at 10 (PJ X FIP) C14-44 foot intervals with SS insert and MIP plastic plug COPPERSETTER meter size Opposite Side Same Side 5/8" x 3/4" VBHC72-18WD-4444-B4 VBHC82-10WD-4444B4 3/4" VBHC72-18WD-44-44B4 VBHC82.18WD-44-44B4 1" VBHC74-15WD-44.44B4 - N/A - INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to installation. 2. Water service crossing street: a) Encase in 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. b) Install 12 gauge insulated copper wire (for line tracing) from corp. stop to into the meter box [wrap wire around corp. stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball valve). 5/8" x 3/4", 3/4" AND 1" METER INSTALLATION -7- SEP 05 finished grade -- concrete skid pad 10' •r '^ 18" dia. x 6' deep ,,,✓ 4" stone Panella Model PA4SV-CSK (4') oQ� Valvco, Inc. cast iron cleanout cap with brass Fig. No. 71 BOB plug having a countersunk square with lid marked "SEWER' head SDR 21 - cleanout pipe bottom section of box brick base sanitary sewer main SDR 21 wye : -•d•-' }SDR 21 45° bend _45° SDR 21 `6"'stone bedding SEWER CLEANOLIT -19- SEP 05 a W W Z W 0 O L0 c0 � CO -I CC F a 61 CO ' C In � CD ti0 �y �� co W x to C\2 �! 4) 10170 hl"l (D O W C/1 z E- w z Z O U 0 �zr�n w Ix w w a a � nW � Fri MARK D, SMITH No, 022837 C% ftAL _ Z W a O � p-1 � UJ W W W � � \ VJ > H ✓ ' W O U Z W U '� I� U W Q W Q W to W Z Q Q J W O � Z O DATE: 5/19/06 SCALE: V: 1" = 50 DESIGNED BY: KP/EG FILE NO, 0518D SHEET 6 OF 8 06-39 CG-12A I A PERMISSIBLE CONSTRUCTION �1 L JOINT 4'_ 4 � MI a. 0:1 N �I B' J MAX. 11 2' s'-a` 4'-0` #5 DOWELS, 8' LONG BACK OF CURB -0 12' C-C 12:1 MAX. 48:1 MAX. 20:1 7 ` 2'• f SECTION A —A X. B MIN. PERMISSIBLE LJ TANGENT PLAN CONSTRUCTION —TRUNCATED DOMES A SECTION B-B A 4' SOIAARE jk2� �S AREA OUTSIDE Z TRAVELWAY SM \� 4' BE PRONDED MIN. THE MARKED c� CROSSWALK AR 5 � � 4' 5' MIN. 5' MIN. 10:1 MAX• 10:1 MAX. HCROSSIVALK4 �cRossWxx� ALTERATIONS TYPICAL PLACEMENT 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: )§DIA. 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 I --I 1-36' DIA. 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 DETAIL CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDING FLARED SIDES). OR FEDERAL TRUNCATED DOMES SAFETY YELLOW 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSABLE CONSTRUCTION JOUNT WITH REQUIRED BARS. 2 ' C-C 4. IF RAMP FLOOR IS PRCAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES O O O O CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO. 5 X 8' PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP O O 0000 O O O 0 O O 0 FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1}". 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FOR CURB/CURB AND GUTTER. 2%" C-C O O 0 O 0 0 0 O O 000 O O O o 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO O O O O O O O O O O O O O O 000 N BE PROVIDED AT INTERSECTIONS WHENEVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT-OF-WAY OF A HIGHWAY 0 0 0 0 0 0 0 0 0 0 00 0 0 0 FACILITY CROSSES A CURB REGUARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY 0 0 0 0 0 0 0 0 0 000 00 0 MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SUP RESISTANT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PATH CONNECTING All ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APROACHED, ENTERED, AND VARIABLE USED BY PEDESTRIANS. -4' MINIMUM { 8• RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED PAY LIMITS WITHIN THE UMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS DETECTABLE WARNING PERPENDICULAR TO THE CURB. REQ THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED SHEET 1 OF 3 TO 7". CG-12 DETECTABLE WARNING SURFACE SREEENCEN REFERENCE REV.1/04 TYPE A (PERPENDICULAR) APPLICATION 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 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 ry O A * 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 dt 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" I 2'R 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE ° EXCEEDED STANDARD CG-7 IS REQUIRED. •e s � 1•:1' ° e Q p e .D >- e e e D I> >. n e The bottom of the curb and (� - gutter may be constructed parallel to the slope of subbase courses provided a minimum depth of 7` is maintained. This area may be concrete SREFEFERENCEEFlENCE COMBINATION 6" CURB & GUTTER REFERENCE 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 I"X4"X4'-8" SLATS, 2-FINISH NAIL AT TOP AND BOTTOM 2"X4"X4' BEAMS, TOE NAIL TO POST 4"X4"X8' POSTS 1251, NOTES: _ I. PRESERVATIVE STAIN ON ALL WOOD. COLOR TO MATCH THAT OF BLDG. 2. FINISHED SIDE OF FENCE SHALL FACE ADJOINING PROPERTY, IF APPLICABLE. COMPACTED GRAVEL UJOOD FENCE DET,41L NOT TO SCALE 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 1" BEVELED GALVANIZED HEIGHT OF BRACE SHALL BE STEEL BAND WITH IN ACCORDANCE WITH BOLT AND NUT /—MANUFACTUREF2'S SPECIFICATIONS `5"71" ONE TENSION WIRE STOP RAIL CLIP EACH LINE POLE ---- LINE POST (NO. 6 GAUGE MIN.) KGROUND WIRE FABRIC PER CLEARANCE SPECIFICATION 3" MAX TENSION WIRE NO 7 GAUGE 1" MIN ,a /\/% GALVANIZED COIL SPRING WIRE STRETCHED OUT II x II it 3'-0" I I END CORNER OR I I TYPICAL SPACING BETWEEN ALL GATE POST I I LINE POSTS I 101(MAX) IOTMAX) 1 1 —�I I 12°Z CONCRETE 3/5" MIN ROUND ROD FOOTING WITH TURNBUCk;LE LINE BRACE - SHALL BE USED WHEN VERTICAL ALIGNMENT CHANGES 15'. (MAX SPACING 5009 - SHALL BE USED AT FENCE END (AS SHOWN 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 TYPICAL CHAIN LINK FENCE INSTALLATION N.T.S. a z cc W W z z W `\2 O � >1111111111 CD CQ C\2 CO 1-4 It a ' 01 CD � O ti0 pro��' �> I ' W x b� L0 � r lil Ln tf0 4 40 U Q) w t` O) F, 1-, N O N y, IV,•� 4 > W Y) W H Q MARK D, SMITH No,022837 SSIONAL 0 Z X wLIJ U L-y 1-� 0 �E--I-+ w Q Z v! � Q Z FE'K E­ W 0 m W Q Q Z W H1 /ryal v_! Q T Z O � � Q O z O 0 DATE: 5/19/06 SCALE: N/A DESIGNED BY: KP/EG FILE NO. 0518D SHEET 7 OF 8 06-39 4001 ORE6 AUEN REAL rr U65. VACANT 0000 • 0 ------------ 00000 lop EX A V16A TION EASEMENT 1=6 300 — — -------- "— [)ONOV-,4N'TRUCKI!N�,-4"EXC,4VATlI -"Zogg- ml CUIRRENT U VACANT- PROF66F-6 U5E:.,,TRUCK MAJNTENANCED,dFFICE N 15'46'45 " W 50.94' L 0 "'T T a ram, L L c 6 6,4566 A0�-- ZOINIF-1 M/ kT . . ...... ... - EX16TING L)RAINA61if EASEMENT '-pa e6e po. 1105 Tb 5 E VACATEE) -77- PARCEL 2 64-A-1590 VIW-iINIA �!FPLE STOR46E, INC. 1105 ZONE.- Pil 2.0, 011L e6l-IT a z UA us z z C\2 ui (D co C\2 >0 C\2 a) cCS 0 biD Rom z ui to Lo co 0 C\2 00 (o C\l Lo C\l co L0 c\2 ir �o� 0 Q.Lo Q) (1) 0 U) 0 Z z z a o/ as TOP = 661.51 rlo INV. = 612.31 1 cl,fig o �/- n Qnp �o // "37127" 3 46 CBOT-5NAOEO AREA DENOTES — —o_�~_,� _.. _ ��w / i � / p � v ✓ � A VARIABLE W10 7k 61-1AR,50 O / // , ACCESS AND 616NA65 r * 51J.. EASEMENT kEREB r E6 TAa4 1614EC) 1.44 TO BENEFIT L 0 TS 15 s 16. O//Cc440 b -� � ! r � Z . Q p / , - '� '_` -•`' __ TOP = 693.13 f•j / , t: INV. 611.03 Z ` ' / // 1. v \'ll 1 * i f l 71 1 ai J,. ' .... ..... . L.OT r", 64-11-14 c°' ' j i `�4�7 6. P1ALE6 0ENN15 W 61NOPA6 ___ .._. _.._..._ ' + -1.19 ACfi�-6 WO A CIPF5 7 ZONE; 1-1/_ - - .._._ -- .P -, . Or ' '-M1 >.._.. m . _ I �' t,) �� q ' U,,3,,S- VACANT U6E VACANT ,,, f t Q 5HRUF3 PLANTING 50-4EIDULE Tf;',F::E PLANTING 5GHEIDULE 5YM50L NO. COMMON NAME MIN. 51ZE 41 CHINESE HOLLY 3 GAL. CONTAINER OTE: THIS SHEET FOR LANDSCAPE PURPOSES ONLYI.I., SYMBOL NO. COMMON NAME HEIGHT CALIPER tia \4& 3 PIN OAK 211 12 RED MAPLE - 211 213 WHITE PINE 41 211 )ay FLOWERING PEAR - 211 p �MARK D, SMITH t No,022837 P4 *0' ro N L 0 z 0 w x E- Z w W 00 Cf) E- 0) z Lu z ro D Q) E- Z w U) w � � w 3: 10 vm z 0 0 z 0 a 0. I DATE: 5/19/06 1 SCALE: I" = 30' DESIGNED BY. KP/EG FILE NO. 0518D SHEET 8 OF 8 06-39 GENERAL NOTES 1. Methods and materials used in the construction of the improvements herein shall conform to the current County construction standards and specifications and/or current VDOT standards and specifications. 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, must be provided prior to issuance of the site development permit. The approval of these plans in P P 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. 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 b VDOT personnel. "A joint inspection will be held g Y P ] P with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) to determine if and where guard rail and/off 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 fans 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 GENERAL NOTES Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. Occu ational Safet and. HealthLU V2. All construction shall comply with the! latest U.S. Department of Labor, p y Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control fla err must be certified in accordance with Section 104.04 c of the VDOT Road and Bride Specifications. gg () g p V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, function 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 ro osed construction activit VDDOT a royal of these Tans does not indemnif the develo er from proposed Y PP P Y P,�` this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject g g g Y Y 1 to change as deemed necessary b VDOT. An additional ex ense 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. 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. LECEND EXISTING INTERMEDIATE CONTOUR - - -- -- - �- --•�•---�---•-.�•..__m..---------____---- EXISTING INDEX CONTOUR 330 PROPOSED CONTOUR 400 EXISTING EDGE OF PAVEMENT -- --- Eh E/P / PROPOSED EDGE OF PAVEMENT PROP E P EX C&G EXISTING CURB AND GUTTER -__ _- �__ _- __� PROPOSED CURB AND GUTTER PROP C&G CG-6 CG-6R TRANSITION FROM CG-6 TO CG-6R 0 EXISTING TELEPHONE LINE -- - - - -- - T - - -- - r - - - --' PROPOSED TELEPHONE LINE T�� EXISTING STORM SEWER EX. 15 RCP PROP. 15 RCP PROPOSED STORM SEWER -" EXISTING SANITARY SEWER _�an _..� S _ d m o _ S ..•... - .� _ S ___ -.. , PROPOSED SANITARY SEWER S EXISTING ELECTRIC SERVICE -- - E - -- - - E - - - -- E -- - - PROPOSED ELECTRIC SERVICE E VICINITY MAP SCALE: 1 " = 2000' a z LU o Co coCo cli d I o °� � co 0 cn C L p I y, .� > �t o1 cZ Z c� LU at �' +°� CD o .� d to �- :" E: 44 t t / %;-r,, = r•, % � , � � I i � �► • , fi � �`- � a ip s l `,1 ' / ;,, d`® .; , r a `'� , „" Y`9y ,_ .• ., Q =' O :: �Q �' ' ``' '` { -1 �QQryb� ., J j " (' `o;`, ' `-' Cry' �� °<< > , �EpENp SITE ,N"z: g `,•;' , p 1® ;; ;� 1 1R"l� \ i 1 F q/,4 ;� _� r ,t �. ,• i=.1�) !' �% /' %: ,'< / '°. ` �`, `'.,� �,;", `,��� ����° i/ i ; %' �Q �. A . � 4�f !�.,<; ; j,/��,,� ��.. ,, ;�isr!� r; / r ! / , ;i ", < }�}� r „w. 1t, �� .-, -, ,..-,: '--• - ,; �.... ' '` �` v-'' .:t : .., ji .- -, + :.., , t, y` f % `% -`. ' i z i . x ' ` -"` .rip I �° ,t - --~., SFEET 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 : r ,� 3 6 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 PP P•P P•P be minimum 6" diameter and conform to VDOT standard SB-1. g� 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 sanitarysewers and water mains and appurtenances shall be constructed in accordance with the current PP 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 V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requirees 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 P Y 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 b the Virginia Department of Conservation and Recreation VDCR in Erosion P jY g P ( ) and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified, V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediate) brought to the attention of the engineer and VDOT. g Y g g� 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 EXISTING GAS LINE -- - G - -- - - G - - - - G - - - PROPOSED GAS LINE G PROPERTY LINE FLOW LINE -•e- •••- •••-►- •••- •••-► •••- -••-► FENCELINE - x ----- ;; --- -- x -- - EXISTING POWER POLE ���- - , EXISTING TELEPHONE PEDESTAL EXISTING WATERLINE W/ TEE W__ - W­ •- P g-W- - - 1 T A PROPOSED WATERLINE W/ TEE W EXISTING FIRE HYDRANT CBQ EXISTING WATER VALVE _.. .� �. �t�-- �.�`_� bl� PROPOSED WATER METER W PROPOSED REDUCER W STOP SIGN m o N ai 0 Fd A;Z � W U) Z O YJ W E Z W O E, 0 R W Q 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. 1.9. The developer will be responsible for the relocation of any utilities which is required as ;� 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 gravesi{tes 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 standardSTORM proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has been prepared, it should supersede the requirements in this note. 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. 24. All utilities to be located underground. 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 b a qualified independent agency in accordance with VDOT Y P Y q P g Y 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 shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports. shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-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 Rams shall be installed where indicated on these plans and/or ass specified P P / P by VDOT. V24, VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in P P P accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES 12 HANDICAP PARKING VEHICLES PER DAY COUNT 100 PROPOSED BUILDING ENTRANCE PROPOSED STREET NAME SIGN PROPOSED SANITARY LATERAL CLEANOUT S SANITARY MANHOLE IDENTIFIER 12 DRAIN STRUCTURE IDENTIFIER 6 EASEMENT LINE - - -- _-� -- CENTERLINE - - EXISTING SPOT ELEVATION X 735.4 PROPOSED SPOT ELEVATION X 35� EXISTING TREE LINE �.�_ ..� �� �-�"-" W A o obi -_ THESE PLANS ARE IN CONFORMANCE WITH FREDI.RICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PL -kNS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION TH OF l' r� MARK D, SMITH '-0 No,022837 P4 `� W (w• �'S � ZONAL 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 VACANT 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'-O" PROPOSED=20'-0" (PER REGIONAL AIRPORT AUTHORITY) BUILDING SETBACKS: REQUIRED: FRONT: 75' PROPOSED: FRONT: 347.10' SIDE: 25' SIDE: 112.21' REAR: 25' REAR: 394.98' F.A.R. CALCULATIONS - PARKING CALCULATIONS LOT AREA = 217,800 S.F. 5.00 ACRES REQUIRED PARKING: S n OFFICE = 1 SPACE PER 250 S.F. PROP BUILDING = 6,000 .�.�� . TRUCK MAINTENANCE = 1 PER EMPLOYEE 6,000 S.F. / 217,800 AC = 0.03 = F.A.R. OFFICE AREA = 1,200 S.F./250 S.F. 5 SPACES REQUIRED OPEN SPACE CALCULATIONS MAINTENANCE EMPOYEES = 4 4 SPACES REQUIRED 25% OPEN SPACE 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 LANDSCAPE AREA REQUIRE; HANDICAP SPACES PROVIDED = 1 D=25% OF SITE 105,921 SF (OS)/217,800 (TOTAL SITE)=48.6% PARKING AREA LANDSCAPING TOTAL PROPOSED IMPERVIOUS AREA = 104,987 SF 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 17 SPACES/10 = 2 TREES REQUIRED TOTAL REQUIRED PLANTINGS = 53 TREES TOTAL PROVIDED PLANTINGS = 53 TREES W E-4 X W U V U) - ® � � W Q E--+ Z E-+ W �D m 0 U U W W Z W � � > '� O 1•- W W Q : w w i W �? (s, t_ �- I- > 0 SUR FEY AND TOPOCRAPIIIC INFORMATION 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 topographic mapping performed by: 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 a deposit PP pay P 2. mark the tap location. 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. Y P g 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. P Y P P g 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 j pp Y / / paid before work will s. in. g c The Authority shall furnish and install all 5 8", 3 4" and 1" water services. d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. OWNERS CERTIFICATE 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 an g P y' DATE APPROVAL ' FIRS' MARSHALL S NOTE - -'� --� - G- FRE RICK COUNTY ZONING ADMINISTRATOR DATE *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF PLANNING APPROVAL Fire lane markings and signage: Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall's Office. TRIP GENERA TION A TA _ Project Name: �T �T 1 V VA 1 V TRUCKING AND EXCAVATING Project Number: 0 518 D CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD 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. 130 INDUSTRIAL PARK 1,000 S.F. 6,000 S.F. 6 PER 1,000 S.F. OF GROSS FLOOR AREA 36 O Magisterial District: SHAWNEE MAGISTERIAL DISTRICT Date of Plan: (Month, Day, Year) APRIL 26®®6 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. * TA EN FROM ITE TRIP GENERATIO 7TH EDITION DATE: 5/19/06 Owner: DONOVAN TRUCKING AND EXCAVATING Address, Including Zip Code &Telephone No. 219 EMERALD LANE FRONT ROYAL, VA 22630 (540) 635-8182 UTILITY CONTACTS SCALE: N/A Water/ Frederick County Sanitation Authority Phone: Verizon Sewer: P.O.Box 1877 P.O. Box 17398 Winchester, 61 (301) 954-622604 Baltimore, 2 82 (540) 868-1061 21297 Power: Allegheny Power Gas: Shenandoah Gas Co. 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: DONOVAN TRUCKING AND EXCAVATING Address, Including Zip Code &Telephone No. 219 EMERALD LANE FRONT ROYAL, VA 22630 (540) 635-8182 DESIGNED BY: KPEG / TT 11 CAPPED PARKING NOTE FILE NO. 0518D Engineer Certifying Plan: Address, Including Zip Code & Telephone No. 151 WINDY HILL LANE P.O. Box 1458 P.O. Box 2400 Hagerstown, MD 21741 Winchester, VA 22604 SHEET 1 OF 8 Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. 1-800-654-3317 (540) 869-1111 Virginia Utility Protection Service 1-800-552-7001 GREENWAY ENGINEERING WINCHESTER, VA 22602 (540) 662-4185 06-39 STONE CONSTRUCTION ENTRANCE 70' MIN. IXIS7ING 'ZE A 3 P TA 5.1 FILTER CLOJH�� 6' MIN. A MOUNTABLE BERM (OPIIONA6) SIDE ELEVATION EXISTING GROUND 70' MIN. B WASHR" 70' MIN. (OPTIONAL) 10' MIN. 12' MIN. EXWNG PAVEMENT VDOT it I -POSRNE DRAINAGE !0' MIN. COURSE AGGREGATE B 70 SEDIMENT TRAPPING D£VECE • MUST EXTEND FULL MOTH OF INGRESS AND EGRESS PLAN VIEW OPERATION 12' MIN. 3' MIN. 3' MIN. Fl"rR CLOTH� SECTION A —A 6'-7- REINFORCED CONCRETE J DRAW SPACE SECTION B—B SOURCE ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control and Va. DSWC Plate 302-1 TEMPORARY DIVERSION DIKE SOURCE: VA. DSWC TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS QUICK REFERENCE FOR ALL REGIONS" PLATE 3.09-1 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 Ryegross 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 VI VARIABLE ORIGINAL I VARIABLE I GROUND ELEV. 67 CU. YD./ACRE N • SEE PLATE 3.13-1 67 CU. YD./ACRE (EXCAVATED) VARIABLE 4' MAX. FILTER CLOTH ORIGINAL GROUND ELEV. COARSE AGGREGATE CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN FEET) _ 6 X DRAINAGE AREA � (IN AC.) /DIVERSION DIKE COARSE AGGREGATE EXV�ATED A LTER CLOTH "COARSE AGGREGATE SHALL BE VDOT #3, #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�TI 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. SOURCE: Shettood_k 4. BACKFlLL AND COMPACT THE EXCAVATED SOIL. FLON EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. =IYf�1pn � from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 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 Ryegross 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. .• • • �c ! •_ a— DESCI�Kk Ns THE PURPOSE OF THIS PROJECT IS FOR THE CONSTRUCTION OF A 6,000 SF BUILDING, TRUCK MAINTENANCE YARD AND ASSOCIATED PARKING IN THE WESTVIEW BUSINESS CENTER. THE SITE IS LOCATED ALONG INDEPENDENCE DRIVE (VA RT. 1092). A TOTAL OF APPROXIMATELY 3.8 ACRES WILL BE DISTRRBED DURING CONSTRUCTION. DATE OF CONSTRIJCTk s CONSTRUCTION WILL BEGIN FOLLOWING PLAN APPROVAL AND WILL TAKE APPROXIMATELY 120 DAYS TO COMPLETE. EATk a SITE CONDITIONS: 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 SITE 15 DIVIDED INTO GENERALLY TWO DRAINAGE AREAS SLOPING AT AN AVERAGE OF 4% TO THE EAST AND 1% TO THE WEST, BEFORE FALLING OFF STEEPER SLOPES, APPROXIMATELY FOUR ACRES FALL TO THE WEST WITH THE REMAINING ONE ACRE DRAINING TO THE EAST. SOILS: THE EXISTING 501L CONDITIONS WERE OBTAINED FROM THE USDA SOILS SURVEY. THE PREDOMINANT SOILS ON THE SITE ARE CLEARBROOK CHANNERY SILT LOAM (9C) AND WEIKERT-BERMS CHANNERY SILT LOAM (41C). THE EROSION HAZARD IS MODERATE TO SEVERE. ADJACENT AREAS: THE SITE IS BOUNDED ON THE NORTH BY INDEPENDENCE DR. UNDEVELOPED M-1 ZONED PROPERTY BINDS THE REST OF THE SITE. OFFSITE AREA& THERE ARE NO OFFSITE DISTURBANCES ASSOCIATED WITH THIS DEVELOPMENT, EROSION AND SEDIhtW CONTROL. MEAWRESs UNLESS 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. STRUGTIVAL MEASURES: INSTALL TEMPORARY CONSTRUCTION ENTRANCE WITH WASH RACK (3.02) AT ENTRANCE TO THE SITE ON INDEPENDENCE DR. TO MINIMIZE MUD CARRIED ONTO ROADWAY. TEMPORARY DIVERSION DIKES (3.09) SHALL BE INSTALLED AS SHOWN ON THE PLANS TO DIVERT SEDIMENT -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. VEGETATIVE MPA&WESs 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 DOWANT FOR MORE THAN SIX (6) MONTHS. TOPSOIL 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 12:1) CUT AND FILLS SLOPE WHICH HAVE BEEN BROUGHT TO FINAL GRADE AND SEEDED TO PROTECT FROM RILL AND GULLY EROSION. M*W-Aq- T STtzaTEc lEs= 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 d 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 IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO TH05E 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 VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK STORPIMTERMANAWENTs NO STORMWATER MANAGEMENT IS BEING PROPOSED FOR THE DEVELOPMENT OF THIS SITE. (SEE STORMWATER MANAGEMENT REPORT FOR WESTVIEW BU51NE55 CENTER LOTS 11, 12, 14, 15, 1(o :AND 11, DATED SEPTEMBER 3, 2004) MAIIII(O CE PROGRAM: ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 0.5 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 15 ESTABLISHED. TRAPPED SEDIMENT 15 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 IS 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. EROSION AND SEDIMENT CONTROL PROGRAM,: I. HOLD PRE -CONSTRUCTION MEETING ON -SITE WITH INSPECTOR 2. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY (PHASE I SEDIMENT TRAPS E 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. 6. RESTORATION AND STABILIZATION OF DISTURBED AREAS. 1. REMOVE EROSION AND SEDIMENT CONTROL MEASURES WITH THE APPROVAL OF THE INSPECTOR NOTES THE FREDERICK COUNTY PUBLIC WORKS AND ENGINEERING DEPARTMENT RETAIN THE RIGHT TO ADD AND/OR MODIFY THESE EROSION AND SEDIMENT 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 NOCON5TRUCTION TRAFFIC. 2. ALL HAUL ROAD AND OTHER HEAVY TRAFFIC ROUTES SHALL BE SPRINKLED WITH WATER UNTIL THE SURFACE 15 WET AND REPEATED AS NEEDED TO CONTROL DUST Z W W z Z LU O 0 CD CO 9i 4 � Co U Bc� •pD CD Ln � I � � Z "' c �cd LO N �y >1 Q� ~ a 4 U z, a. bn if •�' CU CV Q, H,r� W o > w I'! O Y) W H Q 1 tt OF t Gl MARK D, SMITH N0,022837 °A.�sV SIGNAL �VJ E-I cc U � ~ Q ® Z YI Z f .1 Q > .. Ems-+ i24 E-+ m P4 W U Z w� W U E-I 0) W �—' 10 :6 Z O cn O F---i O O Z DATE: 5/19/06 SCALE: N/A DESIGNED BY. KP/EG FILE NO. 0518D SHEET 2 OF 8 06-39 V, Z 0 T- '000000♦ . .. .... LLI 0000,10 ALLF-WREALTY ui -2.99 - ----- .. .... USE: VACANT EXISTING -A INAI 6E iENEN T 0EA, t "Da e&,3 Po 1105 -- - ------ TO 5E VACATED .0000 c\l 0 ui Lo C\l C\2 -qt .000, 0 c\l co Cloo Lcr\), (3) > i:URCPt. 2 Ln tt EX., A V16A TION EA6E1'l51Vr VIR611VIA 'AFPLC- 6r0R46r-., INC Lu -177777 -CLEAR D LIMITS OF ��e F:ra flo� Lu av)) 0 ot 211, Lo AND 6RAD ING A, ZONE, Lo EQ) f�;4 A- --'\ ----- - . ..... 0 Sx X...... DID e 7, "IN 5F 00000lllo� ff� LIMITS OF CLEARING IMIT T-- AND GRADING -7 z - ------ DA :01 2.15 AG. 0 r z J _ _ DCE &c3o L IMITS OF CLEARING ' > AND GRAD ING —J q 6"�2 a t X i E, 5F 0) '00� L. . . . . . . 694 F 0 -V x x MARK D, SMITH 6 x X—�­ X N0,022837 SF-W-wwm� wow X x X 5F EDA #2 1.04"AG, LIMITSCLEARING OF ZONAL ------- 1 ". 11 04 ! AND GRADING Lf 4 \,-atd(—LIMITS OF CLEARING V AND GRADING z 1 n�l 6-k!11477 0, C. 7: s 0, 1- k C 0,4566 ACREbt ,,.. L 004 12 TN. 64-fl-121, -11A�ANT CAPPJ- 6. 14ALE6'_ _ ,,, k 4.19 AC�ZCO ZONE*; U5F-- VACANTfI YJ a -as oj 4-0 / / of R co �-- ^ '' / air Q , � O // %_. rrl I-. e. _.. / i / c w z Lu > 01) U) E, ui 4 z ... ..... .. L 0 l' r4l­ 1 Jg/ U) r " ' `if� E- TPY. 64-11-14 yy/ E- ACRE6 (,YT- tj i C) ; Z ul U) -j > U6E. VACANT<!1 ', M ~ U) 0) 11;. c� w w pq 30 15 0 30 ro 0 w ma SCALE; I" = 30' NOTE: THIS SHEET FOR EROSION AND SEDIMENT CONTROL ONLY1.1.1. fRF=&F0N&IeLE LAND DISTIJfRI5f=-F, NAME, CERTIFICATION DATE: THE fRE5F0N5I5LE LAND D15TUR15ER 15 THE F,41RTT' fRESF=>ONSIBLE FOf;Z CARRYING OUT THE LANE) D15TUf;R51NG ACTIVITY AS SET FORTH IN THE PLANS. EROSION / SEDIMENT CONTROL LEGEND NO. KEY 5YME30L DESCRIPTION 3,02 CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE X X x SILT FENCE 3-09 TEMPORARY DIVERSION DIKE 3.13 ST TEMPORARY SEDIMENT TRAP DRAINAGE DIVIDES 0 z V j w Q z 0 In DATE: 5/19/06 SEDIMENT TRAP COMPUTATIONS SCALE: I" = 30' STORAGE REQUIRED STORAGE PROVIDED WET ELEV. TRAP* DRAINAGE AREA WET r_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 2.0' 4' 5043 13, 25' 32, 181D 2 104 AC 10 10 10 w 1.01 2- 58xn r . 0 2D' 20 183o AREA I,= Ul= I IUMS TOTAL LOT AREA = 5.00 AC. DESIGNED BY. KP/EG DISTURBED LOT AREA = 3.81 AC, PERCENTAGE OF LOT DISTURBED = 16.251- FILE NO. 0518D SHEET 3 OF 8 06-39 Z cc LOT 16 au z z' / LOT 16 _ GRFG 2.99 AC REALTY 5 %% �-''��'. _•° ,., ., ,w A �� �~- _ ' `\ ZONRES ,.. E M! 1 USE: VACANT - q p/ /fir E�ISEI'9ENT ��Dry Be:�B • y" W o CQLo cv 00 10001, w ,., ,.....� ,.-a-.°ti ,>.., TO BE VACATED / •� co !— / '_ •. /'"'nvy>.,,•,.kna_rq �,.scn« ty,. Im -- __'- �m w.•n.cv.r.an:amc4xi / hr�--1I-� .,) (� ------- ---� 0 0- �EX. /y � w E 569.15' / �,..,n.-0<�, == -``� '`• W °; C o '� �9 AV/GATdON EASEMENT / �' �1 �"-- ,� -ti, �,, !�,.- ,.� w ,k -� / �~ _' ,,�- -ti - �, ---, i �" ,, ,� r Tl".. 64-A-159D ".°' � V �t �• �� ` ,, v' Vl1c�i/N/A APPLE 6TOR46E, INC. DB 960 FIG, 1105 v I R �n ��n an a� � f ZONE: Ml 25 B USE: INDUSTRIAL w 0 / SOT 15 Cn m �a / TM.64-11-15 / / DONOVAN TRUCKING d EXCAVATINGc~�n / 5.00 ACRES / X - ' X PROP. CI IAIN LI KN FENCE X �w �Eh. �,�1 �tSS �8., / O EX. L ZONE: MI .. s, CURRENT USE: VACANT - cQ 6" wx SRR Gw r ,�, , „ X PROP. E•G 8 x S TEE EX. I x � `=' W 30, k 1 - 8" G.V. j� X'-'c PROPOSED USE: TRUCK MAINTENANCE/OFFICE // PROF. I JT. PIPE �% N 21z'l�, R/p,�`4p r ���„ CAP O /. % co _ BOARD FENCE X I-FH PROP. 8" x� N\ x / Q ASSMLY. REDUCER i` 1O B: r<E�`�Jv� ?.� �`.L©"- © /% w / p PROP. ING/ X s, Rpp EGR ESMT.10 Z a ` 1 �-- x DER BAr BAY ,��__��, h pRpp X POOR DOOR DOOR w _ R " W/L ' O S• `•• ,C_ �, PROP �Q ii• , — -_ 8 W/L 5 z w PROP" B ?$ 8 t �+ N / x P__ 8.000 S.F. DG. �e" wirt 3�4, port1 RCMP. 6 w/L 12 -`_ O `� FF-689.50 Lu `_' - - 4 'rdm ------ 413103 U Cc) ---- 1 .\°� �\ O O �\ 4� a = a -_-- L,4 _11400 10' X 15' SCREENED •.. SHOP AREA tx C/O 4 �� g,4N '_-- --_ 1, CONC. DUMPSTER PAD T ----�_ L `�— =-_ �, � ' \ PROP: MONUMENT PROP. w E-� o N1 SEE DET. SHEET �'': 20 W/L ESMT. ----_�l NC 20.0 C/O SIGN LOCATION s` STOP SIGN N X 8m' ,f'""`" TO BE DEDICATED g41 SIGN ; N 4 TO FCSA j C/O DOOR 20' Ln 24' e9 65 RI ✓ CF'ERMITTED /� ' TOP a81.51 ' I INV. = f;,12.31 Q CD 1 �SEPERATELY) I f s� r 3949825, p `•.w.- --CG-6R 5--_ 3' NICzN RR TIE BRL RETAINING WALL MARK D , SMITH --- TAP B1' ..jd _ - '' -s U FCSA / N0, 022837 611 ._ TRUCK MAINTENANCE YARD 097/27"E ""-- // /%/ n 34635; . 1 ♦ (GRAVEL) S ZONAL 4 .... oT- ' z' - S o f -- �, ' A L /� Q .� V4R�>,�BL�c /DTrl 5 ARED .ACCESS a^JD S/GNACxE � 'B Y ES TABL 15kE 0 ,c.!Er�� r' 0 ' O ,Q >D O / � �(/ / c� �i `V T O 3/ PrEFIT 1.OT S /5 ,'r�. NC (�ry 4.k 4 .b co i h QwQ `�QQO -4 _ .��Y �, 25' BRL /' EG x „ PROP. TOP = G93.13 i P CH K FX Y �.. Irly. 6 ILU3 / �� 15.46 '49 U 40 .40' �' ( l �/ / il` / I/`. l � 11 l I l i /\ Z (UJ � '� E -+ N 15 46 49 lU 5m 94 -. / 1 LOT 17 �� /l __ rr ` >-+ W � r 64-1/-17 ' ' Q ~' D.C.T. t G, L L C 6.4566 ACRES ._.° `� LOT 12 � ��. I LOT 14 U ! I j/ m w ZONE: MI USE. VACANT , -- - V4 r.M" 64-11-12 rM 64-I1-14 I r II V � f � W E-+ in ~' 1 � CARL S. NALES I OENNIS W SINGHAS 1 r � > ~' 4.19 ACRES 2" ACRES ZONE. M/ ZONE: M/ ' j 1 4U q lq E-+ U LU W USE: VACANT USE: VACANT Q 10 Z �, 50 15 O 30 60 GEOMETRY & UTILITY PLAN p „ _ SCALE: I - 50 SCALE: 1" = 30' \ 0• J 4" SQ STL. TUBING - ALL CORNERS AND CENTERS TO BE SHOP U.ELDED W/ PLATES BEHIND LLELD POINTS Wo ROUGH 5AUN CEDAR PLANKS -- 8"x8"x a STEEL PLATES TO RECEIVE b" NO. 'T' HINGES f __ T3 3"x1/4'x'3'0" GATE POST NOTES: I. OUTDOOR STORAGE AND REPAIR ARE PROHIBITED. ON51TE TYPICAL PAVEMENT SECTION ONSITE TYPICAL PAVEMENT SECTION �� -- '"'~ 77- '` 0 _ _� _________-�=--'� NOT TO SCALE NOT TO SCALE 2. OUTDOOR BURNING SHALL BE PROHIBITED IF POSSIBLE AND BAR LA rcH AND 6'xb" CEDAR POSTS W/ BRACKETS STL.COI.&NBASE DEBRIS REMOVER FROM SITE. �' " .. !— PARKING STALLS ONLY �� '' VA" 107 -- ps L � ~```a DATE: 5/19/06 GRADE 3. ALL CRANES OPERATING ON SITE SHALL BE REQUIRED TO -%'�APB _. .......... ...:....... IB" SM-12BA SURFACE COURSE — 2" 5M-125A SURFACE COURSE HAVE AVIATION OBSTRUCTION FLAGS AND/ OR OBSRTUCTION - -- ---- - Lam.. ,;r. ;" :':':...:•::'.:.'.',::?:;`:.: ..1 i:,j, 3, BM-25 BASE COURSE __-�' — __ _�----- �'`� `r s.� - ,�. ''�-`. „ LIGHTS VISIBLE DURING OPERATIONS AND MUST BE LOWERED AT b SUBBASE VDOT STD. 21A, TYPE 1 8 SUBBASE VDOT STD. 21A, TYPE I � ""--I . �•w— ,� ` ; NIGHT UNLESS LIT. IT IS CONTRACTORS RESPONSIBILITY TO - -- I I ( i COMPACTED SUBGRADE I I I I I I COMPACTED SUBCsRADE l/ it �� I I1 1" I II PROVIDE FLAGS AND/OR LIGHTS. INTENDED HOURS AND DATES �` -l'y g INC SCALE: AS NOTED -- V2" �� (COMPACTED TO 135% DENSITY (COMPACTED TO 95q DENSITY /` alE �__ AT OPTIMUM MOISTURE CONTENT AT OPTIMUM MOISTURE CONTENT OF CRANE OPERATION SHALL BE COORDINATED WITH AIRPORT - '��SgM ---� — _- _ \ ,C VDOT VTM-I METHOD) VDOT vTM-i METHOD) OPERATIONS SUPERVISOR NO LESS THAN TWENTY-FOUR HOURS -�� .ls�b4-AL=� `+ �4 / �--� �� DESIGNED BY: KP/EG PRIOR TO CRANE WORK - IAI- I 1 �; �'�, _ : FILE NO. 0518D DUMPSTER GATE DETAIL (NOT TO SCALE) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 6. SOIL TEST PAVEMENT DESIGN BASED ON A SUBt'sRADE CBR DESIGN VALVE OF 6. SOIL TEST OF THE &)J5GRADE MUST 5U5MITTED FOR ACTUAL DETERMINATION OF REQUIRED OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED 4. MONUMENT SIGN DETAILS WILL BE PROVIDED AT THE TIME OF DRIVEWAY 6FAGING DETAIL PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. 50 25 O 50 100 SHEET 4 OF 8 pt_ vmB pt. vmt3 SIGN PERMITTING. SCALE: I" = 50' 06-39 SCALE: 1" = 50' 0000" � LOT 16 T.M. 64-11-I6 / ,'' DREG ALLEN REAL Tr 2.99 ACRES ZONE: Ml /- USE: VACANT ,.. - - — _� „.. 5 15,56 75" E 569.15' ! O iO O _, _ �9 EX. A V/GA T/ON EASEMENT e �" �'"^*•,,,v r OB 040 PG 990 5i LOT 15 T.M.64-11-15 / / DONOVAN TRUCKING d EXCAVATING / 5.00 ACRES / ZONE: MI / CURRENT USE: VACANT 1 3 PROPOSED USE: TRUCK MAINTENANCE/OFFICE i N 15'46'49" U) 50,94' LOT 17 Tt 1. 644147 D-C.T, $ G, LLC 0.4566 ACRES ZONE1 MI USE: VACANT 30 15 0 50 60 Emmommi SGALE: 1 " = 30' 4" SQ. STL. TUBING - ALL CORNERS AND CENTERS TO BE SHOP MELDED W/ PLATES BEHIND WELD POINTS Ixb ROUGILN H SACEDAR PLANKS ONWx1/4" STEEL PLATES TO RECEIVE b" NO. 'T" HINGES T3 3"xI/4"x9'0" CEN" ht�GATEPOST Ply-11 BAR LATCH AND b'xb" CEDAR POSTS W/ -A BRACKETS STL. COLUMN BASE � w GRADE V2" DUMPSTER GATE DETAIL (NOT TO SCALE) 15'46'49" Ul ONSITE TYPICAL PAVE1 LENT SECTION NOT TO SCALE PARKING STALLS ONLY 2" SM-125A SURFACE COURSE b" SUBBASE VDOT STD. 21A, TYPE I I—I�=I Ial-M I I—IIM I� I1�I�� I IJ IJ = COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-I METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF (o. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. Dt-PVmt3 - X LOT 12 T.M 64-H-12 CARL S. RALEB 4.19 ACRES ZONE: Ml USE: VACANT GEOMETRY 4 UTILITY PLAN SCALE: I" = 30' ONSITE TYPICAL PAVE1" PENT SECTION NOT TO SCALE 15" SM-125A SURFACE COURSE 3" BM-25 BASE COURSE 8 SUBBASE VDOT STD. 21A, TYPE I I 11 1111 " 1 I- I I—1 I I: PACTED SUBGRADE (COMPACTED TO S5q DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-I METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF b. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. Dt-pvmt3 NOTES: I. OUTDOOR STORAGE AND REPAIR ARE PROHIBITED. 2. OUTDOOR BURNING SHALL BE PROHIBITED IF POSSIBLE AND DEBRIS REMOVER FROM SITE. 3. ALL CRANES OPERATING ON SITE SHALL BE REQUIRED TO HAVE AVIATION OBSTRUCTION FLAGS AND/ OR OBSRTUCTION LIGHTS VISIBLE DURING OPERATIONS AND MUST BE LOWERED AT NIGHT UNLESS LIT- IT IS CONTRACTORS RESPONSIBILITY TO PROVIDE FLAGS AND/OR LIGHTS. INTENDED HOURS AND DATES OF CRANE OPERATION SHALL BE COORDINATED WITH AIRPORT OPERATIONS SUPERVISOR NO LESS THAN TWENTY-FOUR HOURS PRIOR TO CRANE WORK 4. MONUMENT SIGN DETAILS WILL BE PROVIDED AT THE TIME OF SIGN PERMITTING. EX15TING c° R,41NAGE 5,45E'MENT JB 06,6 PG Je5 TO BE VACATED PARCEL 2 TM 64-A-1590 VIRrs/N1A APPLE STORAGE, INC. 05 666 PG 1105 ZONE: MI USE: INOUSTRIAL a z W W z z WCQ o Lo R s~ a N � 0 C\2 � U ' '. cD Lc,\,2 b(l Z x >,, LoC\1 W >,o� a� W � U o Ln ao Lo - � o N DB 868 PG 1105 O EX. �1-r' A,95Mf3.. EX, 0 /1 111r'L \ 0 a" x 5" TEE EX. 6 CAPa �Ex /ol, x on RL)) 7, : I - 8" G.V. I JT. PIPE Ea. •8 CAP /• iC BE RE•110VEC) Al, 1h w r • / z PROP- 8 x � 11 ~\_ / . w REDUCER©� z PROP- ING/ az EGR ESMT- `� w� .,: z z � O• w > w o I 8" uU/L \ a Q 7 Q --�_ O 0 Aa Q, M 11400 \ % V W ) o PLOP: MONUMENT PROP. F-1 \ DEDICATED C/O --�I SIGN LOCATION STOP SIGN � CD 4 C/O (PERMITTED TOP rn �'SEPERATE-LY) INV. = 612,31 . S TH 0k \ MARK D, SMITH P TABY • FCSA--fir' No,022837 W 0 S 09 %l27 � r / „ E 346' , 0 L OT-SWAG'EC 'EA 4- Q�Q` A VARIABLE U)Io Tk SNARED � � ACCE65 ANTI] 516-NA6E EASEMENT f• !ERE15 Y E5 TABL 15NED 70 535','�EFI T L OTS /5 s 16. O * ��ea k• ctj _�o 14-1 co W TOP = 693.13 INV. W r � �-4 0 I— > i LOT 14 U 0w Ti'l.64-11-14 W U) OENN16 W 5/NG1-lA6 AG s 2"RE i �, (� ZONE: MI �i, lU \ � F E_ W (2)USE: VACANT I w ti swap � � ' - r slowWow mw so p �5 IE1N� — -- - //, 7 z I (t J) -7T W I W 10 DATE: 5/19/06 SCALE: AS NOTED DESIGNED BY: KP/EG FILE NO. 0518D [DRIVEWAY SPACING [DETAIL 50 25 0 50 100 SHEET 4 OF 8 SCALE: I" = 50' SGALE: 1"= 50' 0 6— 3 9 A j LOT -4 L 0000Cs ALI. EN WAL rr 'O' "N� /0, CoRS--199 ACRES- — --ZONE. ml USE. VACANT EX15TING I ORA11\1146EEASENENT I V 2 T6 I�E VACATED 74 0000, 0000, 9.15 15 ol, INC. Nvz V/PaS NIA �4ME STORAGE, 77 !-. - I PARCEL 2 Exl r1ov FA5,Fmsvr r A(q J /10-1 ZONE: m/ z a9E.- INOUbTRIAL 12 E" 5, 5 5,5�1 T - x x 20 YL 03 -D� C)ONOVAN-TfPUCKI�G-4'EXC.,4VATINGI 5,00r ACRE IN ZeNg. mi QW- JRPENT U.- VACIN; A el FROP66/Eb USE, jr<uCK M6Jt,,I`TENANr-E-/dFFICE 7L� of 7- 684 c V TC Tc u) z T,: 0 Tc . 1-0 > PRop. Q BLDG. A 20% 4 It (oc�o 117� 18,000,S.F BE" A -68 FF 9.50 u ... - SHOP AR kA 88 C/o -411 �,�4NL,4T. W INV.=(oB4.50 6 2. 4� o 4" 5AN. LAT. z C 8 2.00% MIN V.600.eo A A- INv.= 2.50 (oto 10, INV. 612.31 7 t 4'r �!, !j4v LA 6 aTc 6TC "BPI r'94 a 2.00% MIN. a's 4 MARK D, SMITH INV. TAP BY Z:�—p 1-1 �O No,022837 �P-! =9).'12Z / �a j j 'A 5A 0 3' HIGH RR TIE monom RETAINING WALL 5 3 -// 2 to TRUCK MAINTENANCE YAPD 7" 34635 , U H AYt L) cl s QT-5i4A-0E0 IV�---A C)ENOTE-6 A VARi'll WIl SNARED 7 a z OC LLI LLI z z UA Lo >0 C\2 00 It 14 1 0 C\2 CIO (L) Coo Lwo Roo z> nD to c\1 Lu 0 4 t:x, Q Lo E- -1 0) 01 rn (u 0 0) > to 1 EASEMENT NEREB Y E3 TAE31 IbNEO 1 i/// 45 1% V TO BENEF1 T L L? T3 I-r? f 16. IN, QVI IR c R N 4/11 25'5f;L 4 / f j � 11 I �/ �� ,, 1 i � � � 7= 684 NIN TOP &'b3.13 E-- Z 't* v INIV. (011.03c J� I l / / % w F-� 1,N X -Y V/ E- > N 15 *46'49 W 50.94' Lu LOT 17 U) ,/ / / ,/� z Z �, D.C.T. 4(d, L L C .. \ / (j .0.4566 ACRES LOB ,12 LOB--JL4, �/ 4 O C-� w ZONE. m/ rN. 64-114\ C4a 6. "N\ T11 64-11sl -14 w U) ylk I 1::::� NAL. OEWIS tuNGN _ _ l %' ' / / O4.19 ACRES 2" ACRES Zoe. til g \ 0 " T c- --'-i e� (w USE: VACANT USE: VACANT L3 I kj cr. 10 vm - - - - - - - - - --- U) 7- A N - - - - - - - - - - r f '// J' // j / � f✓ t %'/% f j - _ __. /` i T\ \ \` I % // ( I \\ _ r -- /,. // /� / f I i ' f/ Jr /� ,///, /� -.. _-.%(� _ \ �\ ,I /�' I DATE: 5/19/06 L(� I SCALE: 1" = 30 DESIGNED BY. KP/EG r - '" % \ r `- / / r / % I \ I I. i I I t FILE NO. 0518D SHEET 5 OF 8 06-39 CONCRETE CRADLE L W STANDARD 4" select ackfill 2 O.D. 24" select backfill 6„ All backfill to be compacted to 95 % of ASTM D698 maximum density. 6' 24" select back -fill 8' 0 CONCRETE ENCASEMENT TRENCH & BEDDING -1- SEP OS 1 L --� 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 PVC DIP JOINT 6' 8' 10" 12" 6' 8" 10' 12' 6' -- 40 60 60 -- 20 40 40 8' -- -- 40 60 -- -- 20 40 10' -- -- -- 40 -- -- -- 20 WATERL IINE REDUCER f r L =1 Ila 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 q60 8- 10- 12` 6- 8" 10- 12- 60 80 100 40 40 60 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS 1 OF 3 -2- SEP 05 �r 11� In addition to restraining each joint of the tee, (1) any joint t1 that falls within the recommended length on the branch —' outlet Lb piping shall be restrained, 2 an joint that falls l )PP� 9 O Y within the recommended length of the run (straight through) outlets (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 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 20 20 20 12 X 8 20 20 20 20 12 X 6 20 20 20 20 TEE, CROSS, WYE — L \, 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. solid block 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 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 20 20 20 20 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS -3- concrete pad 18' dia. x 6' deep 4' stone screw type adjustable location marker valve box joint stone restraint Water 14" thru 36" GATE VALVE -9- 2OF3 SEP 05 finished grade 48' min valve restrained -to main adjustable valve box valve restrained to main 8'x 8'x 16' solid block Forced Sewer MAR 06 finished DOWN BEND DEPTH 4 FT. MIN. Imo_ Ld 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 u . Each side of an Po P Y 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 FT. MIN, 5-12 FT. 4 FT. MIN. 5-12 FT. SIZEI"E DEGREE OF BENDS Ld (DOWN) Lu (UP) SIZE17YPE DECREE OF BENDS Ld (DOWN) Lu (UP) 6' PVC/01P 45, 22.5 & 11.25 20 20 10" PVC 22.5 & 11.25 20 20 8" PVC 45 40 20 10" DIP 45, 22.5 & 11.25 20 20 8" PVC 22.5 & 11.25 20 20 12- PVC/DIP 45 40 20 8" DIP 45, 22.5 & 11.25 20 20 12- PVC 22.5 & 11.25 20 20 10" PVC 45 40 20 12" DIP 22.5 & 11.25 20 20 VERTICAL OFFSET RESTRAINED JOINTS -4- 30F3 SEP 05 3" dia. schedule 40 steel pipe filled with concrete 3' and painted yellow finished 7, grade 2' 18"die. - i.r, i. (� 0 1_g concrete .... ''�;, encasement3' '- BOLLARD DETAIL as required [concrete pad V-6" dia. x 6" deep finished grade 2" min. - 6" max. 4" stone stone to be screw type minimum of 6" adjustable above top of base valve box locator marker stone stone joint .......... restraints ............... ' mechanical pint swivel tee with 6" branch FIRE HYDRANT ASSEMBLY -10- SEP 05 METER BOX and COVER METER SIZE METER BOX METER BOX COVER 5/8" x 3/4" or 3/4" 18 in. Dia. Non -Traffic 74M32CRG Traffic A32HH-T 1" 24 in. Dia. Non -Traffic MC-30 (Frame) WITH RML-I-T (fop Ud) Traffic MC-30 (Frame) WITH RML-12-T (fop Lid) meter box and cover -sidewalk--{-. 511 - 1 W-21" finished 3" stone grade surrounding box is2i . .. .......................... % Opposite Side 12 gauge insulated copper wire for line tracing, taped at 10 foot intervals treated 2'k 4" with top 6" painted blue finished grade —..-1 24" meter by F.C.S.A. ;.. 36- 13I 48'' 1"CTSpolyethylene �';.: :• tubing (PEf)200 psi with SS Inserts . ."" ::.'.::..:•:.. ................ """' •45° 12" at all connections `•• •-'8° \ saddle with ^ min.•' min. corp stop stone ....... :.: :mmv ................ ................::....::. . Same Side I" coupling (PJ X FIP) C14-44 with SS insert and MIP plastic plug COPPERSETTER meter size Opposte Side Same Side 5/8"x3/4" VBHC72-18WD-44-44-B4 VBHC82-10WD-44-44-B4 3/4" VBHC72-18WD-44-44-B4 VBHC82-18WD-44-44-B4 1" VBHC74-15WD-44-44-PIA - N A - INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to installation. 2. Water service crossing street: a) Encase in 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. b) Install 12 gauge insulated copper wire (for line tracing) from Corp. stop to into the meter box [wrap wire around Corp. stop: wire to be taped to top of PET at 10 foot intervals: come up into meter box and terminate level with angle ball valve). 5/8" x 3/4", 3/4" AND 1" METER INSTALLATION -7- SEP 05 finished grade concrete skid pad 10` " 18" dia. x W deep -x TQ _ 4" stone r Panella Model PA4SV-CSK (4') Valvco, Inc. cast iron cleanout cap with brass �i�U�JCG3 Fig. No. 71 BOB plug having a countersunk square wit h lid marked "SEWER' head SDR 21 - cleanout pipe I bottom section of box brick base sanitary sewer man SDR21 wye •' j ;= ;;-.d:r SDR 21 45'bend __45° SDR 21 .mot v 6" stone bedding SEWER CLEANOUT -19- SEP 05 a Z W W Z Z W0 in �0 CQ 00 bD N co tf) OU a> I 0) C\2to F-r" to x to 12 Lill W qz� -,,-J � f� � Q) U 0 0) to t] D �Lni 1]) � E O O 9 W U] GL f� MARK D. SMITH No,022837 O 5 ,, 10NAL Z W Frr—Tt > �y W X W El w W V L- W Z Z Z 3 W E U1 w U Q � w w to � w Z O � a w > E O Z O DATE: 5/19/06 SCALE: V: 1" = 50 DESIGNED BY. KP/EG FILE NO. 0518D SHEET 6 OF 8 06-39 2 GG-12A I A PERMISSIBLE CONSTRUCTION "1 L JOINT 4'_ 4 cc MI 8 0:1 B' ! MAX. L 2' 4'-0' #5 DOWELS, 8- LONG BACK OF CURB —0 12" C—C 12:1 MAX. /-48:1 MAX. 20:1 _ p ` 7 1 I`2' — SECTION A -A MIN. X. 1 D PERMISSIBLE A U TANGENT PLAN .cio°iNT�ucnoN —TRUNCATED DOMES A SECTION B-B A 4' SOUARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL. BE PROMDED THE MARKED WfTHIN u CROSSWALK AEA 4' 5' MIN. 5' MIN. j0:1 MAX. 10:1 MAX. �cRosswAix� �cRossMwxl� TYPICAL PLACEMENT TYPICAL PLACEMENT ALTERATIONS AT INTERSECTION 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. DIA. 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 DIA. 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 MONOUTHICALLY WITH RAMP FLOOR OR BY USING PERMISSABLE CONSTRUCTION JOUNT WITH REQUIRED BARS. 23¢" 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 SHALL BE CLASS A-4. 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 0000 O O O O O O 0 0 0 FLOOR, MID —DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1}". 0 0 0 0 0 0 0 0 0 0 0 000 6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FOR CURB/CURB AND GUTTER. 2%" C—C 0 O 00 O O O 0 00 O 00 00 o 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRESTED BY THE ENGINEER. THEY ARE TO 0 0 0 0 0 0 0 0 000 0 00 0 1 BE PROVIDED AT INTERSECTIONS WHENEVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT—OF—WAY OF A HIGHWAY 0 0 0 0 0 0 0 0 00 000 00 FACIUTY CROSSES A CURB REGUARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY 0 0 0 0 0 0 0 0 00 0 0 0 00 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 O O O O O O O O O O 000 O O INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT 0 0 0 0 0 0 0 0 00 00 0 0 0 PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APROACHED, ENTERED, AND USED BY PEDESTRIANS. �VARIABLE 4' MINIMUM 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED PAY UMITS WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS DETECTABLE WARNING PERPENDICULAR TO THE CURB. DETAIL g. 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 SREFEREN E REFERENCE REV.1/04 TYPE A (PERPENDICULAR) APPLICATION 105 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 SIGN SHALL BE LOCATED SUCH THAT IT WILL NOT BE OBSCURED BY VEHICLE PARKED IN SPACE. F.C. OR SIGN SEE DETAIL E.P. 0 (V 0 9 * 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, 4-000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & 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 p EXCEEDED STANDARD CG-7 IS REQUIRED. p � p p ° p A p .0 .p p e• s ° 1>The bottom of the curb and gutter may be constructed 6' I 2'—�• parallel to the slope of subbase courses provided a minimum depth of 7" is maintained. This area may be concrete SPE CIFICATION COMBINATION 6" CURB & GUTTER R 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 I"X4"X4'-8" SLATS, 2-FINISH NAIL AT TOP AND BOTTOM 2"X4"X4' BEAM5. TOE NAIL TO I 4"X4"X8' POSTS 1.25" NOTES: - I. PRESERVATIVE STAIN ON ALL WOOD. COLOR TO MATCH THAT OF BLDG. 2. FINISHED SIDE OF FENCE SHALL FACE ADJOINING PROPERTY, IF APPLICABLE. COMPACTED GRAVEL IQ WOOD FENCE DETr41L NOT TO SCALE NOTES: 1, THIS ITEM NAY BE PRECAST OR CAST IN PLACE. 2, CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & 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 1" BEVELED GALVANIZED STEEL BAND WITH BOLT AND NUT —� 3' -6" FOOTING HEIGHT OF BRACE SHALL BE IN ACCORDANCE WITH MANUFACTUREf2'S SPECIFICATIONS ONE TENSION WIPE CLIP EACH LINE POLE (NO. 6 GAUGE MIN.) II END COid�IER OR GATE POST 10'(MAX) �12 3/0" MIN ROUND ROD WITH TURNBUCfc ILE `—TOP RAIL -LINE POST GROUND WIRE FABRIC PER CLEARANCE SPECIFICATION 3" MAX TENSION WIRE NO 7 GAUGE XX I" MIN GALVANIZED COIL SPRING WIRE STRETCHED OUT II I I I TYPICAL SPACING BETWEEN ALL LINE POSTS I i 10'(MAX) —= I I-e-10" 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 CORNER BRACE - SHALL BE USED WHEN HORIZONTAL ALIGNMENT CHANGES 15' OR MORE - SHALL BE AS DETAILED ABOVE WITH BRACING IN BOTH DIRECTIONS TYPICAL CHAIN LINK FENCE INSTALLATION N.T.S. UA W W 0 0 a �ro Ron � z y x � LIJ W .r cc 0 Lo to 00 1-1 CO O (� In cul Q � � to C L� O aLO b0 a� Hw A O O N ✓�1 • 4 �✓ OF MARK D, SMITH No, 022837 S`NNAL I 0 z w Q H E-- X W U W � 0 z z m 3 E z W U) UW 3 w r Z 0J U� a 0 z 0 0 DATE: 5/19/06 SCALE: N/A 0-9 DESIGNED BY: KP/EG FILE NO. 0518D SHEET 7 OF 8 06-39 LOT j 100 -6 ALLEN FZFAL Tr L( ORE 010!1 / -9 A CG U5E.- VACANT --EX16TING . ..... . . DRAINA6,E EA501ENT PO 1105 VACATEID 0000, 0000, PAF,�CEL 2 EX EASEMENT . . ..... Xhl 64 L)5 940 F6.900 0 A 116A TION EA,551'1 vhAaSINIA APPLE 6TORAC-- INC. v 1969 Fa 1105 ZONE: Pl/ i6E., INOUSTRIAL `2 5E3.Fl j"T 15 V 0A If T,N.- 04 "VL 20' X IDONOV4N'TRUCKIN ­4'EXCAV;4TINCz 130 -NE: MI EN T U5E- VACANT GURK 'TENANCEYOFFICE FROP65EO 1.15E: Tf�,UGK M.AIN ti • • 0 > -. _._ � __ .. , , _. - _T off. . � � � A EVERGREEN HE­ 0000 G 6,001) PROPA 25 A -A. 77 • 31' - 3' HIGH EVERGREEN HEDGE 200 N 15'4645"W 50.94' L 0" r IF ri'l. 6.4,.1141 O.C.T $6, LTC 6,4566 ACRff6 ZONE. M1 a z LLI Lli z z UA CQ C) C.0 C\2 >0 C\2 3 bO > z LU z z 0 U 0 f--i Y) 0 Z d a o w TOP I Kh' / 4 15 �SF If NCE YARD 65' - 3' kl6H EvEf;SREEN HEDGE Jr •\ � 7" 3 DOT -SNARED AREA DENOTES x q4 A VARIABLE UJIOTk SNARED lei ACCE55 AND51(SNA6E Piz iq Q �/; EASEMENT HERESY E5 TAaL 151q,-o / /� TO EMENEFIT LOTS /5 -fl6. / o;a j ' ;• / Y / � N �� / AKU S' 4o �.._._ ) c6v gap (b � rot �l � TOP - �93.13 / / // INV. 611.03 v %__ -- ' �•., � ( l , l ,;� 11 o - U) n. 21 L OT - 'It 4 1 , / . \�. TV11 64-11-14 tt 0ENN16 W 6IN64A5 CAjQL S. k4LC 4,19 ACAb 2f,,"'O ACRE6 ZONFE - MI U3_t:. VACANT U&E:VAS NT ki • I ft SHRUF3 PLANTING 5CHEIDULE TfREE FLANTING SCHEDULE SYMBOL NO. COMMON NAME MIN. 51ZE 41 CHINE5E HOLLY 3 GAL. CONTAINER NOTE: THIS SHEET FOR LANDSCAPE PURPOSES ONLY!!! SYMBOL NO. COMMON NAME HEIGHT CALIPER tla 3 PIN OAK 211 12 RED MAPLE - 211 _%wwL 11-a zw 29 WHITE PINE 41 211 AAA 14Y FLOWERING PEAR, - 211 11" LO 00 1-4 Cf CO 0 C\2 C-) CD C\l - r'0 Ln 1 0) 0 1 C\2 cu >~ C:) 0't LO C'h p V OVA_5zf S,y MARK D, SMITH No 022837 0 *0' r N L E- O 91 DATE: 5/19/06 SCALE: I" = 30' DESIGNED BY: KP/EG FILE NO. 0518D SHEET 8 OF 8 06-39 AUG 2 3 2006