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12-06 Kee Construction - General Office - Stonewall - Backfile (2)
LEGEND FCSA CONSTRUCTION NOTES Rev. Nov 2005 VDOT GENERAL NOTES VICINITY MAP ■ i 1 EXISTING FEATURES 1. The Authority s Water and Sewer Standards and Specifications are available at www.fcsa-water.com 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. V2. All work on this project shall conform to the current editions 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, t��y Q\ / \ �O ""8 n Lh EXISTING EDGE OF PAVEMENT __.__. _ _ EX EP _ 3. Water and sewer lines are to be constructed In accordance with these plans and shall meet all Authority requirements, federal, or local regulations applicable. In case ofa discrepancy or conflict between the Standards or Specifications and Regulations, the .�`� D to m EX EG EXISTING EDGE OF GRAVEL _ _ _ �___ _ ._ 4• The contractor shall coordinate with, and arrange for Inspection by, the Authority. 5. The contractor shall tie-in a new sewer line to existing to an existing manhole by core -drilling the manhole. most stringent shall govem. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety & Health Administration (OSHA), and Virginia ��� 0 DO �� O o 0 V Occupational Safety & Health Rules & Regulations, e► '� __ _ _ EXISTING CURB AND GUTTER M" EX CG - 6 - -- _--- - - - - 6. When an existing water main is tapped for the installation of a new line;� a) The Authority shall furnish all labor and material. (VOSH) V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition U SITE 2 ■� 0 E EX. INTERMEDIATE CONTOUR 48 b) The contractor must: of VDOr°s Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of f 0 10 EXISTING INDEX CONTOUR 50 1, make application and pay deposit. 2 marl, the tap location. the VDOT Road & Bridge Specifications. �I ♦�ii % � � .� o � �°o EXISTING SPOT ELEVATION X .50, -' C 3, coordinate installation with the engineering -assistant. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, Including traffic signal poles, junction boxes, controllers etc. owned b VDOT or rivate public utility companies. It is the sole responsibility of the develo er to locate and identify Y p /p h' P P h' P ff' � 7 � � ROUTE EXISTING TELEPHONE LINE - - T T - T - - 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8, The Authority's department furnish install all meter through 2" in size. utilityfacilities or items that may be in conflict with the proposed construction activity VDOT approval of these plans does not Indemnify Y P P tl' PP Pr---, the developer from this respons/bflfty. Bt RRYVILI,E AVENUE ❑ o maintenance shall and water �e_EXIT 315 M S 3 EXISTING SANITARY SEWER -- S S .S - It is the developer's/contractor's responsibllfty to have the meter box assembly Installed correctly. Before a pennanent meter is installed. V5. Desk n features relating to field construction regulations, and control or safe of traffic may be subject to change as deemed 9 9safety Y j 9 � � & C M o � EXISTING ELECTRIC SERVICE -- E - -- L E �� a meter with its me and cover, mustproperlyall ned with the co ersetter. J Them box, frame g pp . necessary by VDDT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. ��_ SCALE 1 2000 � 0 0 , � b) The freme and cover shall be set to final grade. 4 PROJECT INFOR MA TION EXISTING GAS LINE -- ------ (,'A S -------- GAS - --- - c) The distance between the top of the cover and the coppersetter shall be between 18" and 21 ". d) All components of the meter box assembly shall be in proper working order. V6. Prior to Initiation of work,the contractor shall be onsib/e r ac ulrin all necessary VDOT land use permits for an work on VDOT °resp for q g �' p y EX. � 5 " RCP right-of-way. Owner Contractor Jeffery G. & Rosanna M, Jenkins Kee Construction Services, LLC EXISTING STORM SEWER ter_ �� -- - _ __. 9. For water and sewer services that connect to existing lines; a) The location of the service lateral is to be coordinated with the Authori s Engineering Assistant. ty� g g V7. If required by the local VDOT Residency Office, apre-construction conference shall be arranged and held by the engineer and/or � EXISTING FENCE LINE X ----- X ------ X ---- b) An Application for Service must be made and fees paid before work will begin. developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to Initiation of work. 1631 Redbud Road 420 West Jubal Early Drive, Suite 104 EXISTING DITCH LINE c) The Authority shall furnish and install s/8 1 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 p/ping to the V8. The contractor shall notify the local VDOT Residency Office when work fs to begin or cease for any undetermined length of time VDOT Winchester, VA 22603 Winchester, VA 22601 Phone - (540) 974-6768 (540) 723-0585 t EXISTING WATERLINE W/ TEE - -- - W --- - - property line. The contractor shall furnish and install the meter vault assembly. The Authority will requires 48 hours advance notice prior to any required or requested Inspection. Contact: Daniel McKee EXISTING FIRE HYDRANT � EX, FH install the meter. e) The Authority will Install all sewer laterals. V9. The contractor shall be responsible for maintaining adequate access to theproject from the adjacent public roadway via a construction P° g 1 p y entrance that is constructed and maintained In accordance with Section 3.02 of the Virginia Erosion & Sediment Control Handbook. Property Data Building Setbacks Per Code Proposed IA EXISTING WATER VALVE W W 10. Any water service line must have a back -flow assembly (double check valve or RPZ, as required). The assembly must meet ASSE Furthermore, access to other properties affected by this project shall be maintained through construction. The Developershall have, within Tax Map Number 54-(A)-97J Front: 35' 36. 0' GIN SOY Standard No. 1015 or 1013. the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Address Baker Lane Left Side: 0' 33. 4' ,tip w m EXISTING REDUCER W _--- A - ~ y� have double RPZ, The Control who shall Inspect erosion and sfltatfon control devices and measures on a continuous basis for proper Installation and operation. Area 0. 606 acres Right Side: 0' 36. 5' § Q � v> °....,° 11. All fire lines shall a backflow prevention assembly (detector check valve or a as required). assembly shall meet Deficiencies shall be promptly rectified. Zoning B-2 Rear: 0' 32.0' O EXISTING TREE DRIP LINE -.�. , f ...�� �. �.w� - ASSE Standard No.1048 or 1047. Any exterior, privately owned fire line shall also have a Are service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. Legal References #050008754 Existing Use Vacant Parking Setbacks Per Code Proposed M Ln J o PROPOSED FEATURES 12. FCSA Engineer shall review the mechanical drawings contalning the domestic and tare service meters and backflow prevention devices, VI 0. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. Proposed Use General Offices with Storage Front: 5' 36. 0' Left Side: 5' 11.5' and approve the designs and materials. Right Side: 5' 0 I'Li W 11- V11. Al/ water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when Zoning Data Rear: 5' ' 5.0' PROPOSED EDGE OF PAVEMENT PROP EP GENERAL NOTES possible shall be installed under drainage facilities at conflict paints ° Open Space Minimum 15/0 = 3,962 sf PROPOSED EDGE OF GRAVEL PROP EG V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of Open Space Proposed 20% = 5,260 sf F.A.R. Maximum 1. 00 z z v, W o � ; i. Permits must be Issued from VDDT prior to any construction in a public right-of-way, construction shall be Immediately brought to the attention of the engineer and VDDT. Work shall cease in that vIdnfty until an adequate design can be determined by the engineer and approved by VDOT. F.A, R. Proposed 0.28 Use For Parking Units Space per Sg. Ft � � o ci Q a � cc z PROP. CURB & GUTTER PROP CG-6 2. The Manual on Unif=?rm Traffic Control Devices MUTCD must be adhered to when working in a ublfc fight of wa . ( ) 9 PY V13. All fill borrow be inspected by VDOT to fill. General Office: 2,250 1 per 250 sf Building Data Storage: 6 1 � = o o o 0 0 � W W E � areas, material and undercut areas shall and approved a representative prior placement and per employee Type Construction 2C Metal (-A Z � o R Z5 PROP, REVERSE CURB &GUTTER PROP CG- 6R 3. The contractor will remove all mud and debris from the public right of way that is left by vehicles entering and leaving the site. 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 Identlfled and labeled as belonging to a to be by VDOT testing be in VDOT of - Proposed Use General Office & Storage Q a a W v t Q v 'COL, project accepted and that shall performed accordance with all applicable standards and procedures Total Parking Spaces Required 15 c., 07 z o v W W, Q PROPOSED CONTOUR 50 4. Any damage to nei hbonn ro erties Including coup roads and sidewalks, caused b the development of this site will be the g g 9 properties g county Y p Proposed Area 7 500 sf total P Proposed Parkin Spaces 15 p 9 P z o o Q = o �` Q t responsibility of the developer. All damage must be repaired to original conditions. Height Maximum 35 feet z at i 1 PROPOSED SPOT ELEVATION +5029 V14. All roadway fill, base, subgrade material, and backfill in utflity/stonn sewer trenches shall be compacted in six (6) inch /fits to 95% of Height Proposed 24 feet �v �+ o o (6 o o N 5. A construction entrance must be Installed in accordance with the "Virginia Erosion and Sediment Control Handbook" Section 3.02. The theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of # of Handicap Spaces Required 1 PROPOSED STORM SEWER PROP. 24 " ADS , contractor must max1ain this access for the duration of the project. any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency fn accordance with VD07' Road and Bridge Specifications Certified copies of all test reports shall be submitted to VDOT daily, unless specified Proposed Handicap Spaces 1 S/crn Data PROPOSED SANITARY SEWER S S S 6. The contractor will b,.-responsible for adequate and positive drainage of this site. otherwise. Sign Area Allayed 100 sf # of Loading Spaces Required 1 9 Proposed Loading Spaces 1 PROPOSED TELEPHONE T T T 7 The contractor will cocain a Land Disturbance Permit prior to any site work or construction. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDDT. Sign Area Propc »ed 100 sf PROPOSED ELECTRIC 8 All construction will be done following the laws and guidelines set forth by OSHA and VOSH. Sign Height Allowed 35 feet Sign Height Proposed 15 feet PROPOSED GAS LINE 9. The contractor will notify engineer of record of any discrepancies between the approved plains and existing site conditions, 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, PROPOSED WATER LINE 10. The developer is responsible for the relocation of any utilities required by this site plan. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pa vement markings shall be installed by the developer or, at VDOrs discretion, by VDOT basis following the Manual On Uniform Traffic Control Devices. Contact Numbers z U) on an account receivable PROPOSED WATER METER I 'WM 11. All Erosion and Sediment Control devices shown on this site plan shall be Installed prior to construction. LU PROPOSED FIRE HYDRANT D& PROP. FH 12. All controlled fill must be compacted to a minimum of 95% density following Method A' of the Standard Proctor ASTM-D698, V18. The developer must provide to the VDOT Residency Office a list of all material sources prior to the start of construction. Copies of all Surveying & Engineering Firm; AASHTO-T99, or VTM-1 as applicable, Any fill placed under buildings, structures, or pavement must be inspected and approved by a invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Oft`ice prior to GreyWolfe, Inc. (540) 667-2001 professional soils engineer. A geotechnical report supersedes this note if provided. acceptance of that work, Unit and total prices may be obscured. Contractor: COMMON LABELS & FEATURES V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using Kee - Daniel McKee (540) 974-7312 Zoning Enforcement: 13. The contractor Is responsible for contacting MISS UTILITY prior to any site work. Ail utilities shown on this plan are approximate the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and V7M-1 a A certified compaction Department of Planning (540) 665-5651 w a PROPERTY LINE OF PROJECT locations and not all utilities may be shown. technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise, in addition Site Inspections. o to checking stone depths, a VDDT representative shall be notified and given the opportunity to be present during the construction and NEIGHBORING PROPERTY LINES 14. The contractor will contaln all litter and debris on -site. The work must be left In an orderly manner at the end of each workday, testing of the density control strip. Department of Inspections (540) 665-5650 EASEMENT LINE Erosion and Sediment Control; Department of Public Works (540) 665-5643 f , 15. An approved set of site plans must be on -site during the construction process. V20. Asphalt concrete pavement shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications Density shall be Sanitary Sewer and Water; v �i PROPERTY CORNER FOUND Q 16. The contractor will notify all utility companies prior to excavation within easements: determined using the density control strip as specified fn Section 315 and VTM-76. A certified compaction technician shall perform these tests Certified copies of the test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be Fred Co. Sanitation Authority (540) 869-1061 Telephone; Venzon J PARKING SPACE TOTALS 12 17. The contractor will seed and straw, for soil stabilization an disturbed areas that will be left for more than thf days, Y rh' Y notified and given the opportunity to be resent durin the construction and testing of the control stti . 9 pP h' P 9 9 p E/eciric: Alleghany Power (800) 654-33i7 Power (800) 65 0. ADA HANDICAP PARKING STALL Gas: Shenandoah Gas Co. (540) 869-1111 MISS UTILITY, 1-800-552-700i " J (� DEPARTMENT OF INSPECTION GENERAL NOTES V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) Inches and larger shall be explored below the bottom W SIGNS -°- 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 p/acfng pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. W U ZQI �I /% g General Notes SANITARY MANHOLE IDENTIFIER Q 1. Building(s) must comply with the Virginia Uniform Statewide Building Code Sections 304 (Business) and the International Building Code/2000, Other 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. CC Maximum 1. Exterior lighting will be provided by wall pack lights attached codes that apply are CABO Ai17.1-98 Accessibility and the Usable Building &Facilities. STORM DRAIN STRUCTURE IDENTIFIER Q 2. The requirements fn BOCA mandate either a Are wall (Section 707) or a fire suppression system if height and area limitations are exceeded for the type of construction under Table 507 of BOLA. Environmental Existing Disturbance Proposed to the building & Ifghtpoles. lL . 3. A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for building permits, Plans must show all V22. Approval of this plan shall expire three (3) years from the date of the approval letter. Features Acreage Allowed Disturbance 2. All lights will be shielded or directed to prevent glare on neighboring "g boring O C7 LIGHT POLES � ingress/egress locations to the exterior per C480 Il Z i-92 and meet requirements of Chapter 17 of BOLA. 4. Maximum handicap 2%. All doors be to for V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified b VDOT. P y o o F/oodplain 0 acres 0 /0 0 /o properties. 3. Outdoor trash receptacles will be in an enclosed six (6) foot p� Z [ � � -- ,., W `r 1 � ® slope across parking stalls shall not exceed required egress shall accessible a min• exterior area assisted rescue, section 1003.2.13.7IBC. Note fire ratings around this door If this section is utllzed. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Lakes &Ponds D acres 0% 0% fence. � LOCATION OF TEST PITS 5. The 2000 International Building Code must be utilized for building design. Final approval of guardrail layout to be given by VDOT after grading is mostly complete. Wetlands > IAC 0 acres 0% 0% Sinkholes 0 acres 0% 0% 4. Thisproject will not disturb an environmental features as y defined by the Frederick County Zoning Ordinance. W W �\ p � Z be for ct� �J W j O `�. ti FIRE MARSHALL GENERAL NOTES TRIP GENERATION DATA Natural S. W. 0 acres 10% 0% Retention Areas 5. The owner will responsible obtaining or granting easements shown on this plan. O ; UJ �+�• Q V EROSION &SEDIMENT CONTROL FEATURES Steep Slopes >50% 0 acres 25% 0% 6. Easements will be recorded and copies sent to the parties p p Involved. O W Y C� Z V ,y 1. An inspection by the Fire Marshall's office will determine where curbing must be painted yel%w. Woodlands 0 acres 25% 0% 7. All utilities that will service this site must be placed J F� Q rw INLET PROTECTION ® /p 2. "No Parking - Fire Lane"signs will be placed on the site by the FIre Marshall's direction. ITE AM PEAK HOUR PM PEAK HOUR underground [Y. W 5 WO 3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall. CODE ITE USE AREA IN I OUT I TOTAL IN I OUT1 TOTAL I F_,45TT W W SP _ O ` APPROVALS V OUTLET PROTECTION ®Op 4. Buming brush piles of natural vegetation requires a permit. Burning construction debris is prohlbited. 4 t� 5. Emergency vehicle access must be provided at all times Fire hydrants will be always be left unobstructed. 710 GENERAL OFFICE 7,500 sf 10.2 1.4 11.6 i.9 9.3 11.2 82.6 U, CHECKDAM ' CD RESPONSIBLE LAND DISTURBER DIVERSION DIKE DD r � v N Frederick County Zoning Administrator Date DATA TAKEN FROM THE L T. E. MANUAL 7th EDITION M SILT FENCE W/ WIRE SUPPORT WF NAME: VJ Final Site Plan Approved by Frederick County Planning Department Reviewer Date LANDSCAPING NOTES W~ O SILT FENCE W/O WIRE SUPPORT SF CERTIFICATION #: 1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations and utility markings. 1. Site Plan approval from VDOT will expire three (3) years from the date of the approval letter. EXP. DATE Landscaper must stake and guy all trees. Stake locations must avoid utilities. 2. Frederick County Zoning Adminlstrator approval expires at five (5) years from the date of site plan approval. SEDIMENT TRAP Sr 2. Trees and shrubs shall be healthy and free of Insect eggs, larvae, and disease. The plants shall have ample roots and be well branched. 3. The Frederick County Sanitation Authority approval is valid for two years from date of approval. If construction is not in progress at the end DATE: MARCH 17, 2006 1. The Responsible Land Disturber /s that party responsible for carrying out the land disturbing activity as set forth In the plans. The planter shall guarantee all plants for one year. of this period, Authority approval shall be void. SCALE: n/a 4. The Frederick County Department of Public Works approval is not enough to begin site development. The owner/contractor must obtain a CONSTRUCTION ENTRANCE CE 2. Note; An on -site pre -construction meeting is required with the Owner, Site Contractor, Public Works, &Designer prior to commencing any 3. Landscaper shall use shredded mulch In a!i planting beds and around trees. Tags from each plant will be provided to the owner. Land Disturbance Permit and agree to periodic Inspections. shall be void 5. The Frederick County Department of Inspections approval does not constitute a building permit. Building plans must be submitted and FILE NO. O 1$0 site work. 4. Plant substitutions will be allowed with the approval of the owner and the Frederick County Planning Department approved prior to constructing any structure. Furthermore, the site must meet all ADA requirements and be approved by Inspections. 3. The contractor will possess a land Disturbance Permit prior to any site work or construction. SHEET 1 OF 4 -�-"' +. 881'1*.. 7 ' Wkrefi b ster' Pad �Ica'4 7. I I 881' -}88 +^ QA. a i 4 DI-1 TOP=686.50' INV 681.7' \ 1 89.9 3' CV�RB CUT \ 87Q \ Iti 1 1 I t 54-(A)-97F KIMBERL Y G. HENRY C87-6 DB 671, PC 710 +'1 ZONED: B-2 I I _ \ USE VACANT - �-- E INV6681.30' i `r 4j j ~ j i 9. 89 + j; 89Z ( o 3 "AVM z \ 15 Tap by FG z 89¢ ~ 89� 89 + 89� CG-6R 89 + 1 i' HIGH SIGN ` ! o 0 / 100 SF IN AREA SIDEWALK 90�- � -.. .i jj \ \ ` 2,250 sf Office �`� - w_� �-- - - S —- S S I 48 x 150 TOP g -4 Ht.=24"--- c., `� 54- A -971 \ R&J INVESTMENTS \ ZONED: B 2 USE: VACANT 0.606 ACRES ii 150.0 87� I-f + Q 904 90� �909 90 OUTDOOR STORAGE IS PROHIBITED AF Aw 1 a r� 911 ! r QO NOT ENTER j -► , h � r r Q 89� .0 i / I I 88 89 _ 0 03 INSTALL GUARDRAIL BETWEEN RETAINING WALL AND CURBING - ^ -V ^, , _ r~� �r,,� �, - f ADO ANOTHER Rt��'. OF RF_ rA.NIN WALL BLOCKS r 01 589, 0 1 � I lie to Ex. Curb , �_ / - �CD-r x 902 90,4-' OP-1 SSMH P= 68 .3' } ! �52'04-53-�-E-.-.216.42 �~-�.�..-�.. �1NV 67 .7' � IP � , lNV=69 � I ! -- -�-._ .._....._ _ \ � � ? � _....._ .____ .._.__.____._ ._____.._ _._..._ _ � • � .j .� , `� � �i I justrTop to 689.8' �' R FURLONG'S SHEET METALI i i \ } 54-(A)-97K LANDON W. FURLONG ( ! I I DB 777, PG 1870 I� �' ! 4 ! !j i ' DATE: MARCH 15, 2006 ZONED: B USE. 10 BUSINESS } SCALE: 1" = ' 01 1 FILE NO. 0180 EX BLDG FF= 681.25' SHEET 2 OF 4 ■ U VDOT ENTRANCE NOTES. O ! ty O 1. INSTALL ENTRANCE PER CG-11 SPECIFICATIONS 2. INSTALL CG 12 RAMPS IF LOCATED AND REQUIRED BY VDOT FIELD INSPECTOR. ,� J. CURB AND GUTTER FORMS MUST BE CHECKED BY VDOT FIELD INSPECTOR I d' LvIl PRIOR TO POURING CONCRETE FOR GRADE. � I ■1 0 ) Q \ u \ ' i CD �. SEE GRADING FOR CORRIGAN SITE ` \ ' '�• roPLAN THIS AREA N o FUTURE DROP LET. DRAINS NTHIS WORK OCCURS PRIOR TO CORRIGAN S THEN `, b GRADE A DITCH TO THE INLET OF , i v c THE STORM SEWER ON LOT 33 'a a NOTE THAT JEFFERY G. & ROSANNA M. JENKINS OWN BOTH LOTS R&J INVESTMENTS _- - ��\J \_ t 95 ZONED.- 8-2-... USE. VACANT �N1A .88 ^'1 Jti Lu m O.y 14 SHARED 24' INGRESS=EGRESS EASEMENT R e/ ate +9 "n , y- - S 9-4 52' 10 54 E - 224.99 . 88� } t s o �s O moo. 89.0 V. V CE 5 TREAT WOODEN PANELS WITH WATER SEALANT TYPICAL 6' TALL BY 8' WIDE DOG-EARED FENCE PANEL. INSTALL ON 4'X4'X8' TREATED POSTS SET 3' DEEP. FENCE DETAIL N. T. S. INSTALL GATES ONTO 6'X6" POSTS INSTALL OPAQUE FENCE AROUND THE REST OF THE DUMPSTER TO PROVIDE SCREENING TREAT WOODEN PANEL GATES WITH WATER SEALANT DUMPSTER GATE DETAIL N. T. S. Prune out any dead or broken branches, remove all togs, labels, strings, wires, etc. from plan. 2-3" mulch Set top of root ball �3" Saucer - �y equal to or 1-2" vR f above grade. Remove container; use sharp blade to make �,Y;s.;i, ..•�.; � four 1/4 1 cuts the t .�;;«:;:a;•;;• Ile th of ball and cut a 1x on bottom of 1;a;�.; ball; loosen compacted roots. CONTAINER GROWN SHRUB Prune out any dead h-kan branches, all togs, labels, vires, etc. from I" mulch Set top of root boll equal to or 1-2" above grade. 9 rope & burlap oot boll. Dig hole 2-3 times width of root ball. BALL & BURLAP SHRUB SHRUB PLANTING DETAIL (NOT TO SCALE) 4" OF 3000 PSI CONCRETE W/ FIBER p 4" OF 21-8 COMPACTED TO 957. DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95Z DENSITY TYPICAL SIDEWALK SECTION 8" OF 3000 PSI CONCRETE W/ WOVEN WIRE REINFORCEMENT 8" OF 21-B COMPACTED TO 95q DENSITY \ SUBGRADE FREE OF ORGANICS & COMPACTED TO 95q DENSITY TYPICAL DUMPSTER SECTION CULVERT SIZE Q N 10-YR WIDTH A APRON LENGTH WIDTH B STONE AREA SY 1 " 15 0.5 cfs J.8' 8' 9.3' 6" 5.8 2 JO" 14.0 cfs 7.5' 8 10.5' 6" 8. 0' R7-8 HAND/CAP PARKING Sl (12" x 9 RESERVED PARKING INTERNATIONAL SYMBOL OF ACCESSIBILITY IF REQUIRED VAN ACCESSIBLE PENALTY $100-500 TOW AWAY ZONE MAY BE PLACED ON ONE BLANK. ADJUSTING THE REQUIRED HEIGHT TO ACCOMMODATE THE ADDITIONAL LINES REQUIRED EFFECTIVE JULY 1, 1998 j 2 a PARKING SURFACE CONCRETE WHEEL STOP (IF REQUIRED) HANDICAP PARKING SIGN DETAIL (Nor To SCALE) 3' MiN. 12:1 12:1 3' MIN. N CG- 6 CG- 6 L NOTES: " 1. HIC SPACES MAY NOT EXCEED A 2% SLOPE. 2. RAMP BUILT TO VDOT CG-12 STANDARDS. J. WHITE STRIPING SHOULD BE 3" WIDE. 4. H/C SIGNS TO BE SET 3' BEHIND SIDEWALK OR MOUNTED TO BUILDING IF P05SIBLE. Prune codominont Prone rubbing or cross branches Remove togs and labels ---- Cut away all balling ropes Remove top of wire basket DO NOT prune terminal leader or branch tips Prune narrow crotch angles & water spouts --Prune broken branches Prune suckers 2"-3" mulch kept /away from trunk Soil well to r contoin water 0 ti 1 1 4,,•, ) Bockfill soil • • Partially bockfill, water to settle Widen ands ore soil, finish holes in wall l backfilling Remove container and ) t S Area for water drainage (Pipe cfMN11 roots if or the could container -grown or as be installed) much bUdOp os poss,b/e if Leave solid soil pedestal - do not field -grown dig deeper than boll depth Dig hole 2-3 times root bop width TREE PLANTING DETAIL (NOT TO SCALE) 2" OF SM-2A 8" OF 21-B COMPACTED TO 957. DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95Z DENSITY TYPICAL PAVEMENT SECTION DIRECTLY UNDER THE PARKING SPACES 1.5 " OF SM-2A 3" OF BM-2 8" OF 21-8 COMPACTED TO 957,, DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL PAVEMENT SECTION UNDER ENTRANCE, DRIVE AISLES, AND LOADING AREAS PIPE OUTLET CONDITIONS 3do (MIN.) )IPE OUTLET TO WELL WINED CHANNEL d iw SECTION A -A f-' 7- FILTER CLOTH KEY IN 6"-9'; RECOMMENDED FOR ENTIRE PERIMETER N❑TESj 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABI❑N BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.1 B-3 AND 3.18-4. 3, d = LS TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. Source: Vas. DSWC Plate 3.18-1 STONE CONSTRUCTION ENTRANCE 70' MIN. EXISTING PAVEMENT 1 A 1 �C' 5:1 GROUND FILTER CLOTHS 6• MIN. A� MOUNTABLE BERM (OPTIONAL) SIDE ELEVATION 70' MIN. B WASHRACK t0' MIN. (OPTIONAL):A1- �IIIIIIIIII? I ? %70-11"! VDOT 1n I I ^� POSITIVE DRAINAGE NMI 10' MIN. COURSE AGGREGATE B TO SEDIMENT TRAPPING DEVICE • MUST EXTEND FULL 1MOTH OF OPERATTIjONN AND EGRESS p LA N VIEW RE', SECTION A -A J s" 1. Permanent or temporary soil stablllzat/on shall be applied to denuded areas within seven days after final grade /s reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion. 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upstream land disturbance takes place. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6. Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres b.Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural Integrity of the basin during a twenty-five year storm of 24-hour duration. Runoff coeff dents used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. 7.Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stablllz/ng measures until the problem Is corrected. 8. Concentrated rvnoff shall not flow down curt or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10, All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. II.Before newly constructed stormwater conveyance channels or pipes are made operations, adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. 12. When work in a live watercourse is perfonned, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodib/e material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodib/e cover materials 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerod/b/e material shall be provided. 14, All applicable federal, state and local regulations pertaining to working In or crossing live watercourses shall be met. 15. The bed and banks of a water course shall be stabilized immediately after work in the watercourse is completed. 16. Underground utility lines shall be Installed in accordance with the following standards in addition to other applicable criteria: a. No more than 500 1/near feet of trench may be opened at one time. A Excavated material shall be placed an the uphill side of trenches c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged Ina manner that does not adversely affect flowing streams or off` site property. d. Material used for backfill/ng trenches shall be properly compacted in order to minimize erosion and promote stabilization. e. Restabilization shall be accomplished in accordance with these regulations. f.Appllcab/e safety regulations shall be complied with. 17, Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well as to larger land -disturbing activities, 18,A// temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further eroslon and sedimentation. 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria: SPACING BETWEEN CHECK DAMS "CLASS I RIPRAP SOURCE: VA. DSWC PLATE. 3.20-1 SOURCE: VA. DSWC L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION Lighting General Notes: 1. Proposed Lights for this project are Hubbell RCSA-400ST (400 Watt) Lights or equivalent 2. Lighting must be installed so as not to produce glare onto neighbors and roadway. Proiect DescHDtion This site is located on the east side of Baker Lane (Route 1200) in Frederick County. The purpose of this development is clear the site, route stormwater to the drainage easement to the rear, and level the lots for future development, Ex/sting Site Conditions The site contains 0.606 acres that is comprised of fill material and is predominately level. A retaining wall is located along the east side of the site and a 30' drainage easement is located along the southem side. Adjacent Parcels The adjacent parcels are business uses Soils The soils types determined from the USDA's "Soils Survey of Frederick County, VA"shows Cleaibrook channery silt loams classified as #98. This soil is predominately a light brown shale and offers 'slight' erosion hazards. However, the vast majority of the site is fill material consisting of shale, crushed limestone, and clay. Erosion Control Program • Install construction entrance with wash rack . Install wire supported silt fence s Install culverts with in/et/oudet protection s Grade site and seed all exposed surfaces immediately upon reaching final grade General Eroslon and Sediment Control Notes (VESH Table 6-1) ES-1. Unless otherwise Indicated, all vegetative and structural erosion and sediment control practices will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations 4VAC50-30 Erosion and Sediment Control Regulations. ES 1, The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. ES-3. A# erosion and sediment control measures are to be placed prior to or as the first step /n dearing. ES-4, A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. ES-5. Prior to commencing land disturbing activities in areas other than indicated on these plans (Including, but limited to, oh` -site borrow or waste areas), the contactor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. ES-6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority, ES-7 All disturbed areas are to drained to approved sediment control measures at all times during land disturbing activities and duling site development until final stabilization is achieved. ES-8. During dewatering operations, water will be pumped into an approved filtering device. ES-9. The contractor shall inspect all erosion control measures periodically and after each runoff -producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. Frederick County Note: The Public Works and Engineering Department will retain the right to add to or modify these erosion and sediment control measures during the construction process, within reason, to ensure adequate protection to the public and environment Seeding Schedule (persect/on 3.32 of VESH) 1.) Topsoil will be spread at a minimum depth of 4': 2.) Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 ibs per 1000 square feet (2 tons per acre). 3.) Fertilize with 10-10-10 at a rate of 23 ibs per 1000 square feet (1000 ibs per acre). 4.) Seed mlx will consist of 75% Kentucky 31 Tall fescue, 10 % Annual Rye,10a/o Foxtail Millet, and 596 Red Clover at 200 ibs per acre. 5.) Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per acre and anchored with cutback, or emulslfled asphalt applied at a rate of 200 gallons per acre. LA NDSCA PING DATA Parking Lot Data Trees Requirement Calculation Per Stalls 1 per 10 Stalls 15110 = 2 Per Impervious Area 1 per 2, 000 sf 21,14212, 000 = 11 13 Green Area in Lot 5a/o of 13,642 =1 1,380113,642 = 682 sf 1 10% provided All plantings will conform with Section 165-368 of the Frederick County Zoning Ordinance, Planting Selection, Planting Procedure, and Maintenance. Trees Symbol Common Name Botanical Name Planting Size or Caliper MatureHeight Height Fall Color Quantity RB Redbud Cercis Canadensis 2" Caliper 20'-30' Yellow 3 P - DW Kousa Dogwood Cornus Kousa 2" Caliper 25' + Purple 7 RO Red Oak Querrus Rubra 2" Caliper 5W-75' Brown 3 13 ® ue C L, c N Ln Lh Wt 0 to 0 0 ® C u -rJ N o 0 > b > `�C. 0 .aJ ��sC9 V � () J vJ �, ^\ W U�_n4 Q, CX W A tn- tZ V� p� Q� Q Q LQ Ao Z Q V �� Q � Q CK � W v h W M J Z j DATE: MARCH 15, 2006 SCALE: n/a FILE NO. 0180 SHEET 3 OF 4 PLATE. 3.20-2 general backfill STANDARD 4' select ackfill All backfill to be compacted to 95% of ASTM D698 maximum density. 24. select backfill 5. CONCRETE ENCASEMENT TRENCH & BEDDING -1- 6' dla. schedule 40 steel pipe filled with 3' concrete and painted finished oilow grade 18' dia. concrete BOLLARD DETAIL SEP 05 as required concrete pad 1'-6' dia. x W deep Inished grade 2" min. - 8' max. •-""---- 4' stone stone to be screw of 6' above top of base typminimum adjustablelocator marker adjustable stone valve box ston joint rest nts . ;::::\:.. mechanical joint swivel tee with 6' branch FIRE HYDRANT ASSEMBLY -10- SEP OS PERMISSIBLE _A CONSTRUCTION JOINT d` v wit 8" LONG 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. SMALL RESTRAINED LENGTH OF PiPE (Ft) LARGE SIDE JOINT SIDE JOINT PVC DIP 6' 8' 10" 12" 6' 8" 10" 12' 6" -- 40 60 60 -- 20 40 40 8" -- -- 40 60 -- -- 20 40 10• -- -- -- 40 -- -- -- 20 RESTRAINED LENGTH OF PiPE (Ft) PVC DIP 6" 8" 10" 12" 6" 8- 10" 12" 60 60 1 80 1 100 40 40 60 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS 1 OF 3 -2- SDR 35 SDR 35 spigot spigot by y SDR 21 gasketed bell 45° bend adapter gasketed bell dapter r SEP 05 I Lr I Lr i In addition to restraining each joint of the tee, (1) any joint 9 that falls within the recommended length on the branch outlet (Lb) piping shall be restrained, (2) any joint that falls within the recommended length of the run (straight through) outlets (Lr) shall be restrained, A cross shall be restrained per a tee's requirements for Lb. A wye shall be restrained per a tells Lr and a 450 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 1 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. TYPE RESTTL41NE0 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- 20F3 {•---V minimum finished \-SDR21 grads SDR 35 8' x 4° gasketed pipe SCH 40 J 1-1 gasketed bell and fittings solvent concrete skid pad Wye weld 18' dia. x 8' deep 1 t ' 4" stone Gap property Panella Model PA4SV-CSK (41 line oC7o Valvco, Inc. cast iron cleanout cap with Fig. No. finished �(MEW1EI� brass plug having a grade 18, o�0 771 BOB countersunk square head Ind marked SDR 21- deanout pipe aomER' section of box location mark ° brick base min. �`- ;;• ston cc at sanitary sanita sewer main SDR 21 SDR 21 45° 45° 45° • P` band SDR 21treated 2*x 4' wit top 6" painted,Ty; . = °c 4° pipe at green ...... 6'stone bedding 2.pe minimum grade SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS -17- INSERTABLE SHEET A59 A T1=i-ileTi�uaTi�Ti�it=G:Ti:�L�A_ B' B O•t MAX. ; 10�1 . MAX j �I TRUNCATED DOMES A SEE SHEET tOF +_FOR:DETAILS TYPICAL DESIGN 9;0 4,,9' BACK OF CURB 121 MAX. f 481IMAX„. ., 20: 1 - f" SECTION A. A, z• MIN. PERMISSIBLE CONSTRUCTION JOINT SECTION I3`8 4'. IN 10•a MAX) t0�t MAX)- NOTE, FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. ALTERATIONS SEE. SHEET 1 OF a: - - A 4' SQUARE LANDING AREA OUTSIDE OF Y -TRAVELWAY SHALL 8E PROVIDED WITHIN Y 4 I CROSSWALK AREA. 3 x (/1 CROSSWALK C O SIN AtK fl IfiPLACEMENT TYPICAL C 05SWALK TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTiON WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48' WIDE) REOUMED AT TOP OF CURB RAMP. "fMUM CURB RAWP LENGTH 6 FEET FOR NEw CONSTRUCTIN, 6 FEET FOR ALTERATIONS. StfflrM4r,pv REFEHEdCE CC-12 DETECTABLE WARNiNG SURFACE 502 TYPE A (PERPENDICULAR) APPLICATION! \'IRGINtA DEPARTMENT OF TRANSPORTATION SHEET 2.. OF 41 SEP 05 SEWER CLEANOUT -19- Y x*STREET APPROACH SAME A IRuaw'ING As wANLIN (RADIUS To. BE AS 4 'SHOWN ON GLANS) C( C I _ _ _ _ _ (RADIUS TO BE AS ®RADIAL OM51NATi N SHOWN ON PLANS) 4"12YB / CURB AND GUTTER \ �a; CLASS A3 d, r • o r. SIDEWALK f ® I I x (H.E.S') • e. • e, e- e. 6 to I OPTIONAL 6^ CONCRETE a. I FLOW LINE I EXPANSION JOINT � I EXPANSION JOINT SECTION C-_C ol - - - __ NOTE: WIDTH "B" T-O" OR AS MANLINE ROADWAY SHOWN ON TYPICAL. SECTION. A-J W .LAN VIEW E CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. p WI4EN THE ENTRANCE RADIICANNOT ACCOMMODATE THE H TURNING R Al T F ANTICIPATED HEAVY E U C REOW E EN 5 0 AT• C EO SO' TRUCK TRAFFIC, THE DEPTH FOR 1 R CK RAF tC. E OE 0 SIDEWALK &CURB PARABOLIC CURVE RAMPS WITHIN THE LIMITS OF THE RADIi5H0ULD BE t3 MAX.. _,_.:�--" EDGE OF SHOULDER OR D INCREASED TO7". OPTIONAL FLOW LINE LOPE CHANGE T WHEN Si'D CC=11 15.OS£0 . FOR ENTRANCES BUILT -MAINLJNE ROADWAY ` ` -"' --' `"- - --- - IN CONJUNCTION WITH VDOT PROJECTS, PLEASE uCHANGE _ ' -` D NOTE THE FOLLOWING: SLOPE 40`MIN. FOR STREET ` [} >KX MAINLINE PAVEMENT SHALL BE CONSTRUCTED 5' MIN. CO"NN iION TO (EXCEPTE R/W LINE O'OESIRABLE FOR COMMERCI STABILIZATION ZATION REQUIREDFOR MAIN MAINLINE PAVEMENT WHICH CAN BE OMITTED IN ENTRANCE THE ENTRANCE. SECTION A A RADIAL CURB OR COMBINATION CURB GUIDELINES FOR GRADE CHANGE DBEYYONDTTER BE THE R WLLINETEXCEPT FORUCTED REPLACEMENT PURPOSES. WHEN USED IN CONJUNCTION WITH STANDARD ENTRANCE VOLUME DESIRABLE MAxIMUM CG-3 OR CG-7, THE CURB FACE ON: THIS T 7 T H TH STANDARD 15 To �E ADJUSTED o MATCH E MOUNTABLE CURB CONFIGURATION.. - HIGH (MORE THAN 1500 VPD) O % 3 X SEE STANDARD CG-12 FOR CLIR6.RAMP DESIGN MEDIUM (500-1500 VPD) 63 % 6 % TO BE USED WITH THIS STANDARD. LOW (LESS THAN 500 VP0) 5 6 X S % y( PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIREO TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. OPYI014AL FLOWLINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE PONDWG OF WATER. sPECIFIcAno" METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES VIRGNIA OEPARTME.Nt OF TRANSPORTATION SEP 05 SEP 05 REV. 7/01 203 04 finished DOWN BEND DEPTH 4 FT. MIN. Ld -�•{ DOWN BEND RESTRAINED LENGTH UP BEND DEPTH tv Vertical offsets contain down and up bends. On down bends, one joint faces horizontal and the other points down. On up bends, one joint faces horizontal and the other points up. Each side of any vertical offset bend shall be restrained. in addition, any joint that falls within the recommended length on each UP BEND RESTRAINED LENGTH side of the fitting shall be restrained (Ld, Lu). RESTRAINED LENGTH OF PiPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT. MW. 5-12 FT. 4 FT MIN, 5-12 FT. SIZEIINK DEGREE OF BENDS Ld (DOWN) Lu (UP) SIZE/1M DECREE OF BENDS Ld (DOWN) Lu (UP) 6" P%C/DIP 45, 22.5 & 11.25 20 20 10* PVC 22.5 h 11.25 20 21 8" PVC 45 40 20 10' DIP 45, 22.5 Q 11.25 20 20 8" PVC 22.5 d; 11.25 20 20 12" PVC/01P 45 40 20 8" DIP 45, 22.5 $ 11.25 20 20 12' PVC 22.5 dr 11.25 20 20 10" PVC 45 40 20 12" OJP 1 22.5 k 11.25 20 20 VERTICAL OFFSET RESTRAINED JOINTS -4- 30F3 SEP 05 TURN LANE PROFILE METER BOX and COVER METER SIZE METER BOX METER BOX COVER We' x 3/4' or 3/4, 18 In. Dia Non -Traffic 74M32CRG Traffic A32HH-T 1• 241n. Dla Non-Traffc MC30 (Frame) WITH RML-1-T Crop Lid) Traffic I MC30 (Frame) WITH RML-12 T (Top Lid heated 2'x 4" with meter box top S" painted blue finished and cover grade f ---sidewalk---{-- 5 ft -- i '•-24" 1 meter byr-ft Isbell 3' stone 18' 21' F. .S•A. grade surrounding box \ \\� g•_ D• :: 4 is 1•C7S \ :: \ polyethylene tubing (PETI200 :: :;:... i' -::.::': ir:gro:•;::..... 12, psi with SS Inserts `:: at all connections ' '. \ \ saddle '::8" m�8, min O •- with Corp , Opposite Side :•..:...... . 12 gauge Insulated copper Same Side 1' coupling wire for line (PJ X FIP) C14-44 tracing, taped at with SS Insert and 10 foot Intervals MIP plastic plug COPPERSEMIR meter size Opposite Side Same Side WB'x3/4' VBHC72-18WD-44.44-B4 VBHC82-IOWD-4444-B4 $14' VBHC72-18WD-44-44-B4 VBHC82-18WD•4444B4 i' VBHC74-16WD44-44-B4 - N/A - INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to Installation. 2. Water service crossing street: a) Encase in 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. b) Install 12 gauge Insulated copper wire (for line tracing) from oorp. atop 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 bell valve). 5/8" x 3/4", 3/4' AND 1' METER INSTALLATION -7- SEP 05 14.75 ' 12 " OF 218 -�-I �-- 6.0, 1.5' 2'- 7"(CG- 6) PB-1 iJt7 PRC}JECTION OF` PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL - TOP OF FIL GROt1N[1 LINE H GROUND LINE H GROUND LiN£ t1 rrrr ✓rr 1 ,+rrr rr EARTH iI ROCK o UNrIELaNG RTH '. EARTH d SOIL SOI d 1, BEDDING MATERIAL h IN: 1r1D 0 ,BEDQWC X f MINr.1/10 DMI f/REDOING MATERIAL'.X 1QFH MIN,1/10 D -- MAX 24" FOUNDATION SOFT, YIELDING., OR; NORMAL EARTH. FOUNDATION RACK FOUNDATION, OTHERWISE UNSUITABLE MATERIAL Pi E PR.WECTIOR ABOVE GROUND LINE MiN. 1;5 k D C- MIN- 1.5 x D I. 1 y-- �1 MIN: 1.5 x 0 MN..1.5 x D MiN. 1.5 x` D. MIN. 1-5 k O� } TDP OF FILL TOP F. FILL TAP OF FILL.. H _ H `H - - � rrrrrr; r rir�r r�rrr = .= rrrrr r rrrrr � , r r r rr . '-' rrrrr r�rr! rrrr irrrrr J�J� rrrrr /rr - _ rrrrrrrrrrrrri rirrrrrrrrr„�r = ' -• rrrirrrrrrrrr rrrrrrrrrrrrr r rr r,-rr r r f" rr •flr`rr/' 0•12" r�� r! rr �rr�r z r rr �rrrr'r _ rrr rr r r rr - NNE d LINE p:i2�_,y, rrr /rrrrr GROUND rrr/r/ LINE rrrrrrrr rYi'rrrrrrr d GROUND Dl2r f rrr/r d 012 r rr✓rrr -_ - LMJE. - - -, EARTH 4., _ �) I ROCK OR rti� r MIN1/10 D . BEDDING x. Ia=:D. X MATERIAL M ..1/10 O - - UNYIELDING IN. .. SOIL MIN :fi10'b` Y X 0 * sEDDIrvG,. EARTH,'1" BEDDING Vr" PER MATERIAL MATERIAL NORMAL. EARTH FOUNDATIbM1i. OF H wN: a" ROCK FDUNG?ATIQIU F(7.UNDATfON S(7FT, YIELDING, OR MAX;-2¢" OTHERWISE ;UNSUITABLE MATERIAL PP� BEDDING MATERIAL IN 'ACCORDANCE WITH FIl11L� SECTION JD2 OF THE ROAD AND BRIDGE SPECIFICATIONS.��'/f� REGULAR BACKFILL MATERIAL ..'IN: ACCORDANCE, WiTH SECTION 5D2 OF THE ROAD AND BRIDGE' S➢ECFICATIONS, CLA58 : BACKFILL MATERIAL IH ACCORDANCE. WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. - EMBANKMENT [`DOTE' FOR PLASTIC, PIPE, THE LIMITS, OF THE ��.CL:ASS ISACKFILL MATERIAL -SHALL BE EXTENDED' TO 12'! ABDVE THE TOP OF: THE PIPE: SHEET T O.F 4 sFEeFrAnox _ INSTALLATION OF PIPE CULVERTS AND STORM SEWERS flfft7(FNCE CIRCULAR PIPE BEDDING AND BACKFILL - METHOD ''AI' 3D2 REY . 17 303 0/o4 VIRGINIA'DEPARTMENT' OF TRANSPORTATION t concrete pad 11-& dia. x 6' deep finished grade 4" stone-/ screw type adjustable valve qg• min. box -location marker stone valve joint restrai restrained to main stone Ia" to 24' "I 8'x 8 x 1(' solid block (for valves 12' and larger) Note: this detail is also used for butterfly valves ENTRANCE PROFILE in `c GATE VALVE -9- J QL 13� he p1 O � .IJ 1\ C ko A0 �} !� 0 o Q fo C !` N `O na iV 0 Z wql O O C U) J � m yy 0 Q _4 E IY SEP 05 O < Z P'CO Cr 6 II NOTES: 1. THIS 17EM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO 8E CLASS A3 F CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB Q CUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4,FORUSE WITH STABLIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHAII BE CONSTRUCTED PARALLEL TO THE SLOPE0 SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS R ON RURAL HIGHWAYS AND 45 MPH OR LESS NV DEVELOPED URBAN & SUBVIRBAN AREAS, IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-7 IS REQUIRED. � p' P O P O O 7„ p p p p p p P p P P P . p p p p p .-_---..-__ 6" 2'-0" TH5 AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR SPECIFICATION REFEmRSNCE COMBINATION 6'' CURB f GUTTER 502 VIRGINIA DEPARTMENT OF TRANSPORTATION THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MI"MUM DEPTH OF 7" IS MAINTAINED. i V J V LQ CQ w ,. o LQ eo Uj CQ U J � 0 w� U Q V Z LQ N w� 0 64 W Q DATE: MARCH 15, 2006 SCALE: n/a FILE NO. 0180 SHEET 4 OF 4 201.03 VDOT LE I Rev. Mar 2006 GENERAL III j 1. The Authod s Water and Sewer Standards and Specifications are available at wwwAga-;,water com z o 0 EXISTING FEATURES ty P VZ. All work on this project shall conform to the current editions and latest revisions to the Virginia Department of Transportation (VDOT) 2, The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. Road :and Bridge Specifications and Standards, the Vfrginfa Erosion and Sediment Control Regulations, and any other applicable state, �Q EEP 3, The contractor shall adhere to standards and specifications in effect at the time of construction, federal or local regulations a livable. In case of a discrepancyor conflict between the Standards or Specifications and Regulations, the .�`� v� cn EXISTING EDGE OF PAVEMENT �.__ __.___.__._- .__..w_.___ _.__.__�-_ _...._.�__. _ ..__. p �applicable P most stringent shall govern. ,,�' EX EC 4. The contractor shall coordinate with, and arrange for Inspection by, the Authorty, c O "` o EXISTING EDGE OF GRAVEL ___.____ ._____.. _ _._ ___.___._. ___.___. _.-_,_____ 5, The contractor shall tie-in a new sewer line to existing to an existing manhole by core drilling the manhole. V2. All construction shall comply with the latest U, S. Department of Labor, Occupational Safety & Health Administration (OSHA), and Virginia O �Q U EXISTING CURB AND GUTTER - �- - w 6. When an existing water main is tapped for the installation of a new line: Occupational Safety &Health (VOSH) Rules & Regulations. o S G EX CG 6 SIET __.__._...__.._ .._.___: a) The Authority shall furnish all labor and material. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition M EX. INTERMEDIATE CONTOUR b) The contractor must: of VDOT's Work Area Protection Manual, Furthermore, all traffic control baggers must be certified in accordance with Section 104. 04(c) of Q c F 1, make application and pay deposit, the VDOT Road & Bridge Specifications. f. •� m N EXISTING INDEX CONTOUR .� a 2, mark the tap location. � � � � BI N '�20 3, coordinate Installation with the engineering -assistant V4. The developer shall be responsible for relocating, at his expense, any and all utilities, Including traffic signal poles, junction boxes, ( Q S77 POT ELEVATION ,f ,controllers,D riv l `responsibilityv I � EXI NG S , � ..,� ;� . � etc, owned by V OT or p ate / public ut� ity companies It is the sole of the de a developer to locate and identify Q � ROUTE Z Exact locations of water and sewer services on new lines are to be coordinated with the Authodty's Inspector, utilityfacilties or items that be in conflict with the proposed construction activity. VDOT a roval of these plans does not indemnify r--r � Z) L' M Y P P h' PP P h' v�J[�r �-�-, as �, �, EXISTING TELEPHONE LINE --- - --- - T - - -- 8. The Authority's maintenance department shall furnish and install all water meter through 2" in size, the developer from this responsibility. `��J ERYY►/It-LE AVENUE ❑ o it is the developer's/con is res rslblll to have, the meter box assembly Installed correctly r �� EXPt 315 bw 6 :�, EXISTING SANITARY SEWER- -- - - d� _ °� � Before a permanent meter is installed: V5. Design features relating to field construction, regulations, and control or safety of tragic may be subject to change as deemed o a� ,__. ) The meter box, with its frame and cover, must properly aligned with the coppersetter, necessary try VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. SCALE 1 "= 2000 ` � � 4, EXISTING ELECTRIC SERVICE -- ---- W - - -- - -- b) The frame and cover sha / shall be set to final grade. c) The distance between the top of the cover and the coppersetter shall be between 18and 21 ", EXISTING GAS LINE -- - - - --- - i -,` � 5 " _-______.__._.__ _. _ V6. Prior to Initiation of work the contractor shall be responsible for ac ufrin all necessary VDOT land use permits for an work on VDOT d) All components of the meter box assembly shall be in proper working order. P q g �' P YPROJECT, j right-of-way, �1 EX. 15 " RCP - EXISTING STORM SEWER:-�.a::,_ n�-� �,r _� 9. For water and sewer services that connect to existing lines: Owner Contractor�'" % If required by the local VDOT Residency Offlce, a pre -construction conference shall be arranged and held by the engineer and/or a) The location of the service lateral is to be coordinated ,with the Authontys Engineering Assistant. VJeffery G. &Rosanna M. Jenkins Kee Construction Services, LLC EXISTING FENCE LINE - -- ti ---- -- --- -`�� b) An Application for Service must be made and fees paid before work will begin, developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work 1631 Redbud Road 420 West Juba/ Early Drive, Suite 104 EXISTING DITCH LINE c) The Authority shall furnish and install 518 ; 314 ; and 1 " water services, Winchester, 'VA 22603 Winchester, VA 22601 i t d) For all 1 112 "and 2" water services, the Authority shall make the tap and bring the piping to the V8. The contractor shall notify the local VDOT Resfd'ency Office when work fs to begin or cease for any undetermined length of time. VDOT Phone - (540)' 974-6768 (540) 723-0585 s "r property line. The contractor shall furnish and install the meter vault assembly. The Authority will requires 48 hours advance notice prior to any required or requested inspection, Contact: Daniel McKee i. EXISTING WATERLINE W/ TEE W- install the meter. EXISTING FIRE HYDRANT C& EX. FH e) The Authority will install all sewer laterals. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that Is constructed and maintained In accordance with Section 3.02 of the Virginla Erosion & Sediment Control Handbook. Property Data Building Setbacks Per Code Pro pos r ed N p, EXISTING WATER VALVE ~~ ~~ ~� ~ t 10, Any water service line must have a backbow prevention assembly (double check valve or RPZ, as required). The assembly must meet Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within Tax Map Number 54-(A)-97J Front: 35 76.1 GZ d, ASSE Standard No.1015 or 1013. the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Address Baker Lane Left Side: 0' 2.1.8' ,tip w m Oy ��.n - Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper, Installation and operation. Area 0, 606 acres Right Side.: 0' 36.0' f" y EXISTING REDUCER "- -` 11, Al! Fire lines shall have a backtlow prevention assembly (detector double check valve or a RPZ, as required). The assembly shall meet Deficiencies shall be promptly rectified. P P P Zoning B-2 g Rear: D' 16. 0' o � ASSE Standard No,1048 or 104Z Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be Legal References #050008754 EXISTING TREE DRIP LINE - �_�.�.- _- ...• -� " : 4V_ *�-+ v�i installed immediately before the backflow prevention unit Radio read remotes are required. Existing Use Vacant Parking Setbacks Per Code P%oosed VI 0. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. Proposed Use General Offices Front: 5' 10. 0, � 12. FCSA to review the mechanical plans) for design and material approval of, 1) the domestic water meter and its backbow prevention PROPOSED FEATURES Left Side: 5 11,01P device, and/or 2) the ire service line's backflow prevention device. Right Side: 5' 0' (Esmtj O �' V11. All water and sewer lines within existing or proposed VDOT fight -of -way shall have a minimum thirty-six (36) inches cover and when Zoning Data Rear: 5' S. 0'O� PROPOSED EDGE OF PAVEMENT PROP EPGENERAL NOTES possible shall be installed under roadway drainage facilities at conflict points. Open Space Minimum 15% = 3,962 sf V12. An unusual subsurface conditions (e.g., unsuitable soils springs, sinkholes voids, caves, etc, encountered during the course of Open Space Proposed 25% = 6,521 sf PROP EG Y (•9 ) 9 ��cnwo PROPOSED EDGE OF GRAVELF.A.R.aximum 1.00 q ®� construction shall be Immediately brought to the attention of the engineer and VDOT. Work shall cease In that vlclnity until an adequate � 1. Permits must be issued from VDOT prior to any construction !n a public light -of -way,, o � g design can be determined by the engineer and approved by VDOT, F A. R. Proposed 0.29 Use For Parking Units Space per Sq. Ft vC�i � c,, 'm PROP. CURB &GUTTER PROP CG- 6 2. The Manual on Uniform Tragic Control Devices (MUTCD must be adhered to when workin in a ublic ri ht of wa . General Office: 7, 750 1 per 250 sf z o W p o 9 P 9 Y Building Data 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 testis is required, a VDOT representative shall be o 0 3, The contractor will remove all mud and debris from the public right of way that is left by vehicles entering and leaving -the site. 9 qpresent to insure the sample obtained is representative of the location. Type of Construction 2C -Metal 4 � PROP. REVERSE CURB & GUTTER PROP CG-6R When soil samples are submitted to private laboratories for testing, the samples shall be clearly identffled and labeled as belonging to a Proposed Use General Office off. z v; w Q project to be accepted by VDOT and that testing shall be pen`ormed in accordance with all applicable VDOT standards and procedures � Q v tN u., ci 0 PROPOSED CONTOUR 50 4• Any damage to neighboring properties Including county roads and sidewalks, caused by the development of this site will be the Proposed Area 7,750 sf total Total Parking Spaces Required 31 o � m responsibility of the developer. All damage must be repaired to original conditions. Height Maximum 35 feet Proposed Parking Spaces 31 L u Q Z o PROPOSED SPOT ELEVATION + 5 p us 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 Height Proposed 24 feet o 0 0 0 5. A construction entrance must be installed in accordance with the "Virginia Erosion and Sedimenit Control Handbook" Section 3.02. The theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of # of Handicap Spaces Required 2 PROP. 24 "ADS contractor must maintain this access for the duration of the project. any dedicated street fight -of -way, At the direction ,of VDOT, density tests shall be performed by a qualified independent agency in Proposed Handicap Spaces 2 PROPOSED STORM SEWER ,•, P , accordance with iVOOT Road and Bride S edfications Certified copies of all test reports shall be submitted to VDOTdaily, unless s edfied p p P 6. The contractor will be responsible for adequate and positive drainage of this site. otherwise, g P P P y' P Sign Data PROPOSED SANITARY SEWER S Sign Area Allowed 100 sf 7, The contractor will obtain a Land Disturbance Permit prior to any site work or construction. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and or as s ecffied b VDOT, Sign Area Proposed 100 sf PROPOSED TELEPHONE T - T -- P / P Y PROPOSED ELECTRIC 8. Alf construction w111 be done following the laws and guidelines set forth by OSHA and VOSH, Sign Height Allowed 35 feet V16. The installation of any entrances and maf/boxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is Sign Height Proposed 15 feet PROPOSED GAS LINE 9. The contractor,wlll notify engineer of record of any discrepanUes between the approved plans and existing site conditions the responsibility of the developer. PROPOSED WATER LINE V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at 0 10, The developer fs responsible for the relocation of any utilities required by this site plan. o VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traft Control Devices, Contact Numbers PROPOSED WATER METER 1 Um 11, Al! Erosion and Sediment Control devices shown on this site plan shall be installed prior to construction, w' v PROPOSED FIRE HYDRANT PROP. FH 12. All controlled fill must be compacted to a minimum of 95961 density following Method A' of the Standard Proctor ASTM-D698, V18. The developer must provide to the VDOT Residency Office a Ifst of all material sources prior to the start of construction. Copies of all Surveying & Engineering Firm: AASHTO-T99, or VTM-1 as applicable, Any fill placed under buildings, structures, or pavement must be inspected and approved by a Invoices for materials utfllzed within any dedicated street right -of --way must be provided to the local VDOT Residency Office prior to GreyWolfe Inc. (540) 667-2001 u professional soils engineer. A geotechnical report supersedes this note if provided acceptance of that work Unit and total prices may be obscured. Contractor, COMMON LABELS & FEATURES V19. Aggregate base and subbase materlals shall be placed on subgrade by means of a mechanical spreader. Density will be determined using Kee - Daniel McKee (540) 974-7312 4! 13, The contractor is responsible for contaceen MISS UTILITY prior to an site work. A/l utilities shown on this plan are approximate the density control stri in accordance with Section 304 of the VDOT Road and Bride Specifications and VTM-la A certified compaction Zoning Enforcement; � � � ��r„ �, � �'� W �, � P 9 P Y P tY P 9 P P � � � �,�.., o0 PROPERTY LINE OF PROJECT y p p p y� P Department of Planning (540) 665-5651 locations and not all utilities may be shown, technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT Bail unless specified otherwise. In addition to checking stone depths, a YDOT representative shall be notified and given the opportunity to be present during the construction and Site Inspections: l " ' o NEIGHBORING PROPERTY LINES 14, The contractor :wlfl contain all litter and debris on site, The work must be left In an orderly manner at the end of each workday, testing of the density control strip. Department of Inspections (540) 665-5650 Erosion and Sediment Control; EASEMENT LINE 15, An approved set of site plans must be on site during the construction process. Department of Public Works (540) 665-5643 V20 < Asphalt concrete pavement shall be placed in .accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be Sanitary Sewer and Water: PROPERTY CORNER FOUND O 16, The contractor, will notify all utility companies prior to excavation within easements determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these Freda Co. Sanitation Authority (540) 869-1061 tests, Certified coples of the test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be Telephone: Venzon (301) 954-6282 PARKING SPACE TOTALS 12 I Z The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty days notified and given the opportunity to be present during the construction and testing of the control strip. Electric: Alleghany Power (800) 654-3317 CC Gas: Shenandoah Gas Co. (540) 869-1111 ADA HANDICAP PARKING STALL NOTES V21. In accordance with Section 302, 03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom MISS UTILITY. 1-800-552-7001 DEPARTMENT OF ION SIGNS �- of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration toLLJ the engineer and VDOT for approva/prlor to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PS-1. Zoning/•° SANITARY MANHOLE IDENTIFIER O 1, Buildings) must comply with the Virginia Uniform Statewide Building Code Sections 304 (Business) and the Intemational Building Code/2000. Other Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall 5� , codes that apply are 0480 All7,1-98 Accessibility and the Usable Building & Facilities. be determined by the engineer and approved by VDOT. Maximum 1, Exterior lighting will be provided by wall -pack lights attached 1 fire, either t d BOCA i t The e requirements n mandate eer a re wall 707 (Section ) or a fire suppression tif height on system eiganarea limitexceeded fth ations are or e F STORM DRAIN STRUCTURE IDENTIFIER ❑Environmental Existing Disturbance Proposed to the building & lightpoles. tL type of construction under Table 507 of BOCA. V22. Approval of this plan shall expire three 3 ears from the date of the approval letter. Features Acrea a Allowed Disturbance 2. Al! lights will be shielded or directed to revert lace on 3. A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for building permits, Plans must show all P P O Y pp-----g- g P g LIGHT POLES - - in ress/egress locations to the exterior per CABO 11 Z 1-92 and meet requirements of Chapter 17 of BOLA. Flood lain 0 acres 0 % 0% neighboring properties: 9 P o 9 p V23. VD07 Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT, p 3. Outdoor trash receptacles will be in an enclosed six (6) foot z 4, Maximum slope across handicap parking stalls shall not exceed 2/u, All required egress doors shall be accessible to a min. exterior area for assisted Lakes & Ponds 0 acres 0% 0% fence. �j LOCATION OF TEST PITS rescue, section 1003.2.13.718C. Note fire ratings around this door if this section is utlfzed, V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Wetlands > 1AC 0 acres 0% 0% eC 5. The 2000 International Bulldin Code must be utilized for buildin desi n. Final a roval of uardrail la out to be iven b VDOT after radio is most/ com lete. 4. This project will not disturb any environmental features as W 9 9 9 PP 9 Y 9 Y grading Y P Sinkholes 0 acres 0% 0% defined by the Frederick County Zoning Ordinance. iu) rj� !�.J Natural S. W. 0 acres 10% 0% 5 The owner will be responsible for obtalnfng or granting ® � I L Retention Areas easements shown on this plan. � w EROSION & SEDIMENT CONTROL FEATURES p P o 0 0 6. Easements will be recorded and copies sent to the parties Stec Slopes > 50 % 0 acres 25 /0 0 % '® P Y 9 P Y Woodlands 0 acres 25 /0 0 /o involved C, Z 1. An Inspection b the Fire Marshall's ofir"ce will determine where curbing must be painted ellow, o o �a 7: All utilities that will service this site must be placed �.. •� � INLET PROTECTION Ip 2, "No Park/ng -Fire Lane" signs will be placed on the site by the Fire Marshals direction, rTF AM PEAK HDUR PM PEAK HOUR underground. re. 0 3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall. CODE RE USE AREA IN OUT 'TOTAL IN OUT TOTAL OUTLET PROTECTION Op 4. Burning brvsh piles of natural vegetation requires a permit, Burning construction debris fs prohibited. ® W. h. 5. Emergency vehicle access must be provided at all times Fire hydrants will be always be left unobstructed. 710 GENERAL OFFICE 1 7,500 sf I 110.211,4F-IT6 11,9 1.9.3 11.2 82.6 � CHECKDAM CD RESPONSIBLEZ DIVERSION DIKE DD DATA TAKEN FROM THE I, T.E MANUAL 7th EDITION Frederick County Zoning Administrator Date rN SILT FENCE W/ WIRE SUPPORT WF NAME: "NDSCAPING NOTES Final Site Plan Approved by Frederick County Planning Department Reviewer Date SILT FENCE W/O WIRE SUPPORT 5F CER T'IFICATION #: „) I. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations and utility markings. 1. Site Plan approval from VDOT will expire three (3) years from the date of the approval letter. Landscaper must stake and guy all trees Stake locations must avoid utilities Z Frederick CountyZoning Administrator approval expires at five 5 ears from the .date of site plan approval. SEDIMENT TRAP ST EXP. DATE 9 PP P () Y P PP 2• Trees and shrubs shall be healthy and free of Insect eggs, larvae, and d/sease. The plants shall have .ample roots and be well branched 3. The Frederick County Sanitation Authority approval is valid for two years from date of approval If construction is not in progress at the end DATE: MARCH 17, 2006 1. The Responsible Land Disturber Is that party responsible for carrying out the land dlsturbfng .activity as set forth In the plans The planter shall guarantee all plants for one year. of this period, Authority approval shall be void, 4. The Frederick County Department of Public Works approval /s not enough to begin site development. The owner/contractor must obtain a SCALE: n/a 2. Note: An on -site re -construction meeting is required with the Owner, Site Contractor, Public Works, & Designer prior to commencing an 3, Landscaper shall use shredded mulch in all planting beds and around trees Tags from each plant will be provided to the owner, Land Disturbance Pennit and agree to periodic inspections shall be void. CONSTRUCTION ENTRANCE CE P g q g P g Y 5. The Frederick County Department of Inspections approval does not constitute a building permit, Building plans must be submitted and FILE NO. 0180 site work. 4, Plant substitutions will be allowed with written approval of the Frederick County Planning Department approved prior to constructing any structure, Furthermore, the site must meet all ADA requirements and be approved by Inspections, 3. The contractor will possess a Land Disturbance Permit prior to any site work or construction. SHEET 1 OF 4 R1-1 30" x 30" RI-3 12" x !�" 2R 4 Slap Sign (RI-1) STOP signs are intended for use where traffic is required to stop, The STOP sign shall be an octagon with white message and border on a red background. The standard size shall be 30 x 30 inches. Where greater emphasis or visibility is required, a larger size is recommended. On low - volume local streets and secondary roads with low approach speeds, a 24 x 2d inch size may be used, .-kI a muldway stop intersecdor. ise:: 2B-n - :: �unnlementary place (RI-3) should be mounted Just below each STOP sign. If the number of approach legs to the intersection is three or more, the numeral on the .,upplementary plate shall xrrespond to the actual number of legs, or the legend ALL -WAY (RI-4) may be used, The supplementary piate shall have white letters on a red backgroun, and shall have a standard size of 12 x 6 inches (RI-3) or 18 x 6 inches (R!-!�, A STOP sign, beacon or beacons may be :c-onjunction with a STOP -42r. z-, described in section 4E-4. Secondary messages shall not be used on STOP sign faces. ROADSIDE SIGN RURAL DISTRICT -r`-r- M N0P �ROSSR�t i I { 54-(A)-97F I KIMBERL Y G. HENRY DB 671, PG 710 �. ZONED: B-2 USE: VACANT / DI- I TOP= 689.84 ' INV=685.88' TOP= 690.32 ' -_ INV= 68J. 42 ' - --- _- - 1 (," Shored Dum ster Pad 6,68 89-4 EX BL DG FF= 701.5 ' BSMT= 692.0' 54-(A)-97H BOWMAN & BOWMAN DB 680, PG 564 ZONED: B-2 USE: BUSINESS f �`\ ...yam � �.— �� 1 "-.. �-�. `•��,, Tom" �,. �`�~ `...• V684. 4 USE: VACANT 1 0.606 ACRES 54-(A)-97F �` ? I ; ,j l i .04' 1i! 88� i ! 125.0' k 1 S S ToP byS �� S KIMBERL Y G. HENRY I + 881 3'R i J R DB 671, PG 710 I 5Q 86Q 87Q v SSI h --ZONED: B-2 ' ry I / USE---VA-CANT[� f �� ,A, � -___ - ____.._.-. _._ - �'�Ltilivlivv�4;!�t,f T-5"- 3r _.-. At"O Ar°v'C1THE . ROW OF RF`TiINIM49 V1Af1. Ff.00i S TO go( o{ � s Z +, .L a t ± EX BLOC FF- 681.25 �� � J 14 ' FURLONGS SHEET METAL ! v 54-(A)-97K I tt \ LANDON W. FURLONG i ! OB 777, PG 1870 } ! ZONED: B-2 ` "�"' I '"�� USE: � 1 E 1+ k 'tl } t! S !! i I� /a I f 1 90 ' Tie j 688.'J' I f Ex. Ctrb C9.0 To I ti �i; ' o OAF i 1 IN I / i j1 I / j� j� 54J-(4)-J-JJ 1 LORI LINTON ( f{020018036 I ZONED: RP I USE. RESIDENTIAL ! f ( VDOT ENTRANCE NOTES: I 1. INSTALL ENTRANCE PER CO-11 SPECIFICATIONS. 2. INSTALL CG-12 RAMPS IF LOCATED AND REQUIRED BY VDOT FIELD INSPECTOR. za } I 3 CURB AND GUTTER FORMS o MUST BE CHECKED BY VDOT FIELD INSPECTOR PRIOR TO POURING c z o I CONCRETE FOR GRADE. zo4 54J-(4)-J-32 cn DOSE MARQUEZ o J050026897 ; ZONED: RP USE: RESIDENTIAL { I � I � I i 54J-(4)-J-31 SARA ROMERO f 06000678J ZONED: RP p USE: RESIDENTIAL f 3 N T O O O !� z t i i i i ` \ f�f 20' 0' 20' GRAPHIC SCALE k/ r- U LC C N O In O o 0 o C N � 15 C v c o J o 6 ,�N1A �O O _ �¢ in N D �"N Lo O �P avO' _ Vr � Q J � �V) ull` W W Z �cx a� W �z LU QW W oLCE v ! �W Q) W W � t d (10 z W W zz5 0 � o Q cD w z W j z LLJ g cr w w a a � W o 0 Q \ DATE: MARCH 15, 2006 SCALE: 1" = 20' FILE NO. 0180 SHEET 2 OF 4 TREAT WOODEN PANELS WITH WATER SEALANT TYPICAL 6' TALL BY 8' WIDE DOG—EARED FENCE PANEL. INSTALL ON 4'X4'X8' TREATED POSTS SET 3' DEEP. FENCE DETAIL N.T.S. MEMMEM 2 INSTALL GATES ONTO 6'X6" POSTS INSTALL OPAQUE FENCE AROUND THE REST OF THE DUMPSTER TO PROVIDE SCREENING TREAT WOODEN PANEL GATES WITH WATER SEALANT. DUMPSTER GATE DETAIL N. T.S. Prune out any dead or broken branches, remove all togs, labels, strings, wires, etc. from plan. 2-3" mulch Set top of root boll 3" Saucer 3 equal 1-2" g above grade. ;i. i., '; •(� ; Remove container, • use %'f,1�•y., if•.:;`� sharp blade to make jy; '- four 1/4'-1 " cuts the f; ten th of ball and cut a 4" X on bottom of ball, • loosen compacted roots. CONTAINER GROWN SHRUB Prune out any dead or broken branches. all tags, labels, sires, etc. from mulch Set top of root boll equal to or 1-2" above grade. a rope & burlap oot ball. Dig hole 2-3 times width of root ball. BALL & BURLAP SHRUB SHRUB PLANTING DETAIL (NOT TO SCALE) 4 " OF 3000 PSI CONCRETE W/ FIBER p 4" OF 21—B COMPACTED TO 959 DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95Z DENSITY TYPICAL SIDEWALK SECTION 8" OF 3000 PSI CONCRETE W/ WOVEN ° WIRE REINFORCEMENT 8" OF 21—B COMPACTED TO 95Z DENSITY \� SUBGRADE FREE OF ORGANICS & COMPACTED TO 95Z DENSITY TYPICAL DUMPSTER SECTION ". � ~� �5• .• . tit {I � .i 'q CULVERT SIZE Q N 10-YR WIDTH A APRON LENGTH WIDTH B STONE AREA S Y) 1 JO-1 14. 0 Cfs 1 7. 5' 1 8' 10. 5' 1 6 " 8. 0' R7-8 HANDICAP PARKING (12" x 18) 11 RESERVED PARKING INTERNATIONAL SYMBOL OF ACCESSIBILITY IF REQUIRED VAN ACCESSIBLE PENALTY $100-500 TOW -AWAY ZONE MAY BE PLACED ON ONE BLANK. ADJUSTING 7HE REQUIRED HEIGHT TO ACCOMMODATE THE ADD177OWL LINES REQUIRED EFFEC77VE ✓ULY 1, 1998 2 PARKING SURFACE CONCRETE WHEEL STOP (iF REQUIRED) HANDICAP PARKING SIGN DETAIL (NOT TO SCALE) 3' MIN. 12: 1 12:1 3' MIN. N CG-6 MIN.. IN NOTES: " 1. H/C SPACES MAY NOT EXCEED A 27. SLOPE. 2. RAMP BUILT TO VDOT CG-12 STANDARDS. J. WHITE STRIPING SHOULD BE 3" WIDE, 4. H/C SIGNS TO BE SET 3' BEHIND SIDEWALK OR MOUNTED TO BUILDING IF POSSIBLE. Prune codominont Prune rubbing or cross branches Remove tags and labels___,.. Cut away all balling ropes Remove top of wire basket\ DO NOT prune terminal e leader or branch tips Prune narrow crotch angles & water spouts --Prune broken branches Prune suckers 2"-3" mulch kept /away from trunk soil well to ,-contain water z. Backfil! soil �` • • Partially bockfill, W;den and score - Soll, water!in to sh ett/e holes in wall i bockfilling 7 Area for water Remove canto* er and cut drainage (Pipe cutting roots if or the could container -grown, or as be installed) much burlap as poss,7)le if Leave solid soil pedestal - do not field -grown dig deeper than boll depth fDig hole 2-3 times root boll width TREE PLANTING DETAIL (NOT TO SCALE) 2" OF SM-2A 8" OF 21—B COMPACTED TO 95q DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL PAVEMENT SECTION DIRECTLY UNDER THE PARKING SPACES 1.5 " OF SM-2A 3" OF BM-2 8" OF 21—B COMPACTED TO 959 DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95q DENSITY TYPICAL PAVEMENT SECTION UNDER ENTRANCE, DRIVE AISLES, AND LOADING AREAS ado (MIN.) IPE OUTLET TO WELL )EFINED CHANNEL u 70 LEd SECTION A —A (— FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER NOTESt 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4, 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. Source: Va. DSWC Plate 3,18-1 GROUND 701' MIN. D W ASHRACK 10' MIN. (OPTIONAL) :::A I 111111111 EAR L VDOT #1 I I ~� POSITIVE DRAINAGE 10' MIN. COURSE AGGREGATE D TO SEDIMENT TRAPPING DEVICE • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION ❑ LAN V1PC -._.. ___... SECTION A —A or r CLASS I RIPRAP PLATE. 3.20-1 SOURCE: VA. DSWC ,i t . & , '• , it � ' � .-p � �.. 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year, 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site, 3, A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion. 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land disturbing activity and shall be made functional before upstream land disturbance takes place 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately atter installation. 6. Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a, The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres b. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfali system shall, at a minimum, maintain the structural integrity of the basin during a twenty-five year storm of 24-hour duration, Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. 7.Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be erod/ng excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem Is corrected. 8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided 10, All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11,8efore newly constructed stormwater conveyance channels or pipes are made operations,, adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel, 12. When work in a Uve watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction, Nonerodible material shall be used for the construction of causeways and cofferdams Earthen fill may be used for these structures if armored by nonerodible cover materials 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided 14, All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. 15, The bed and banks of a water course shall be stabilized immediately after work in the watercourse is completed. 16, Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: a° No more than 50011near feet of trench may be opened at one time, b. Excavated material shall be placed on the uphill side of trenchers c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged In a manner that does not adversely affect flowing streams or off -site property. d. Material used for backti/ling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e. Restabilization shall be accomplished in accordance with these regulations, f,Applicable safety regulations shall be compiled with, 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the pa ved surface. Where sediment is transported onto a pa ved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner, This provision shall apply to individual development lots as well as to larger land -disturbing activities 18,0 temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas resu/t/ng from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 19, Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria: L = THE DISTANCE SUCH THAT POINTS A AND D ARE OF EQUAL ELEVATION Lighting General Notes: 1, Proposed Lights for this project are Hubbell RCSA-400ST (4,00 Watt) Lights or equivalent 2. Lighting must be installed so as not to produce glare onto neighbors and roadway. i Proiect DesCdDtlon This site is located on the east side of Baker Lane (Route 1200) in Frederick County, The purpose of this development is clear the site, route stormwater to the drainage easement to the rear, and level the lots for future development Existing Site Conditions The site contains 0.606 acres that is comprised of fill material and is predominately level. A retaining wall is located along the east side of the site and a 30' drainage easement is located along the southern side. Adiacent Parcels The adjacent parcels are business uses. Soils The soils types determined from the USDA s "Soils Survey of Frederick County, VA shows Clearbrook channery silt loams classified as #98, This soil is predominately a light brown shale and offers 'slight' erosion hazards. However, the vast majority of the site is fill material consisting of shale, crushed limestone, and clay. Erosion Control Program e Install construction entrance with wash rack v Install wire supported silt fence e Install culverts with inlet/outlet protection e Grade site and seed all exposed surfaces immediately upon reaching final grade General Erosion and Sediment Control Notes (VESH Table 6-1) ES-1. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations 4VAC50-30 Erosion and Sediment Control Regulations ES-2, The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. ES-3. All erosion and sediment control measures are to be placed prior to or as the first step In clearing. ES-4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. ES-5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but limited to, oh -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority, ES-6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority, ES-Z All disturbed areas are to drained to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved, ES-8. During dewatenng operations, water will be pumped into an approved filtering device. ES-9, The contractor shall inspect all erosion control measures periodically and after each runoff -producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. Frederick County Note: The Public Works and Engineering Department will retain the right to add to or modify these erosion and sediment control measures during the construction process, within reason, to ensure adequate protection to the public and environment. Seeding Schedule (per section 3.32 of VESH 1) Topsoil will be spread at a minimum depth of 4 ". 2.) Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 lbs per 1000 square feet (2 tons per acre). 3.) Fertilize with 10-10-10 at a rate of 23 lbs per 1000 square feet (1000 lbs per acre), 4,) Seed mix will consist of 759yo Kentucky 31 Tall Fescue,10% Annual Rye,10% Foxtall Millet, and 5% Red Clover at 200 lbs per acre. 5,) Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre, Trees Requirement Calculation Per Stalls 1 per 10 Stalls 31/10 = 3.1 Per Impervious Area 1 per 2,000 sf 19,882/2,000 = 9,9 13 Green Area in Lot 5% of 10,627 =1 811110,627 = 531 sf 1 7,6% provided All plantings will conform with Section 165-368 of the Frederick County Zoning Ordinance, Planting Selection, Planting Procedure, and Maintenance. Trees Symbol Common Name Botanical Name Planting Size Mature Fall Color Quantity Height or Caliper Height RB Redbud Cercis Canadensis 2" Caliper 20'-30' Yellow 3 ° DW Kousa Dogwood Cornus Kousa 2" Caliper 25' -)- Purple 14 RO Red Oak Quercus Rubra 2" Caliper 50i-75' Brown 3 LC Leyland Cypress Cupressocyparis Leylandii 4' tall 35145' Green 22 42 o C C � L6 0 U 0 0 C �>% o ko 0 V (tea CJ N :3 -5 q C I UJ Lu U 2: z 0 ® (D o a cD j LU z W > z Q Iu w CL a W w tY � o o 0 0 ® w w DATE: MARCH 15, 2006 SCALE, n/a FILE NO. 0180 SHEET 3 OF 4 SOURCE: VA. DSWC PLATE. 3.20-2 general bad(nu CONCRETE CRADLE IFu 24' select bodal e' All backfill to be compacted to 95% of ASTM D698 maximum density, 6' STANDARD 4' select addYl i O.D. CONCRETE ARCH 4' sew adfilll CONCRETE ENCASEMENT TRENCH & BEDDING -1- Both joints of the fitting shall be restrained. In addition, all joints within the recommended length (L) on the large side of the reducer shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) SMALL LARGE SIDE JOINT SIDE PVC DIP JOINT 6" 8" 10. 12" 6" 8" t0" 12" 6" -- 40 60 60 -- 20 40 8" -- -- 40 60 -- - 2010'40 t20 -- -- -- REDUCER 4" select $*fill f �-L Z O.D. In addition to restraining the connection, any joust that falls within the recommended length (L) shall be restrained. RESTRJNED LENGTH OF PiPE (Ft) PVC DIP 6' 8" 10" 12" 6` 8" f0" 12" 60 60 W 100 40 40 1 60 160 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS 1 OF 3 SEP 06 -2- ;�,zr r!!Ilk W dla. schedule 40 steel pipe filled with concrete and pointed finished T grade1; x �•' Zy'� •'Gi 9 18' dta concrete %.; . a t ,,a 3 BOLLARD DETAIL ire► joint swivel tee with 6' branch FIRE HYDRANT ASSEMBLY -10- SEP 05 i i I Cc-12 SDR 36 SDR 35 spigot spigot by SDR 21 gasketed bell / gasketed bell 46" bend } adapt SEP 05 I Lr Lr I In addition to restraining each joint of the tee, (1) any joint that falls within the recommended length on the branch outlet (lb) piping shall be restrained, (2) any joint that falls within the recommended length of the run (straight through) outlets (Lr) shall be restrained. A cross shall be restrained per a tees requirements for Lb. A wye shall be restrained per a tee's Lr and a 451 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 !0 X 10 10 20 20 20 !0 X 8 20 1D 20 TO RESTRAINED LENGTH OF PiPE (Ft) TEE PVC OF r X b Lf I Lb Lr I 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 1 20 TEE, CROSS, WYE L_�.' u In addition to restraining each side of the bend, any joint that falls within the recommended length on each side of the bend shall be restrained. TYPE RESTRAINED LENGTH OF PiPE (Ft) RESTRAINED LENGTH OF PIPE (Ft) FITTING PVC DIP DEGREE 6" 8- f0" 12' 6" 8" t0" 12' 90 20 20 40 40 20 20 10 40 45 20 20 20 20 20 20 20 20 22.5 20 20 20 20 20 20 20 20 11.26 20 1 20 1 20 20 20 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS -3- 20F3 3 miNnxXTl-z--'I finished 3DR 21 grade SDR 35 8' x 4' gasketed Pipe gasketed bell and fittings scH 4o concre� sad pad Wye solvent UP dia, x 8' deep web 4' stone Cap Syr line p VatvCo, Inc, Panella Model PA4SV-= (41 i° No. cast horn cWarlout cap with finlishgrade t8. ����Q 17 BOB countersunk havingbrass plug a d with Ind square head marked SDR 21- cleanout pipe .qr of box location mark 3` brick base min, abort sanitary SDR 21 sewer main 45• 45* 45° SDR 21 s i y4 bend treated 2'x4'Wit �: ;a.... •�`'' .,..`iati ^i,' e,,.. top fr er 4" pipe at green8" stale bedding, 2.00% minimum .......... .............. .............. grade PERMISSIBLE ...�', CONSTRUCTION -1 M3 paWELS, 8" LONG jowlq 12" C-C 4' v l ( I t1j Lg 6,. :1 t 10-1 MAXL MA ` TRUNCATED DOMES r,++rr SEE SHEET IOF 4 FOh.DETAILS A TYPICAL yG.71GN g�,p� 4, LOLL BACK OF CURE 1211 MAX. 48?:MAX, SECTION A -A �21 PERMISSOLE CONStRUC11ON JOINT SECTI()N B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SUR>ACE, ALTERATIONS SEE SHEET IOF 4. . A 4•.SOUARE LANOING AREA OUTSIDE OF TRAVELWAY SHALL `1 BE PROVIDED WITHIN �G THE MARKED..- CROSSWALK, AREA ($ X. 4 =:3» �. NIT CROSSWALKv G� W?+tA TYPICALPLACEMENT O5SWAL K T'Yp1CAL PLACEMENT AT INTERSECTION OIAGONAI VARIATION AT,IhiTERSECTIdN WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP). T14S-DESIGN TO K USED FOR CONSTRUCTION THAT WCORPORATES WIDER SIDEWALK. LANDING (48" WOE) REQUIRED AT TOP OF "a RAMP, L MIuUM CURB RAMP LENGTH 6 rEET FOR: NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. SAECRMAt101+ f CG--1 DETECTIABLE WARNING' SURFACE 105 TYPE A (PERPENDICULAR) APPLICATION 502 VIRGMxA DEPARTMENT OF TRANSPORTATION SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS -17- SEP 05 SEWER CLEANOUT -19- SEP 06 SEP OB CC-11 x ( xx STREET APPROACH SAME A SURFACING AS MAINLINE (RADIUS TO. BE AS RF SHOWN QN PLANS) ,p7, C C I - - ^ - (RADIUS.TO BE AS RADIAL. OMBINATI N SHOWN ON PLANS) a^ B i CURB AND CUTTER (ST'D. A GG-6) y r SIDEWALK I ® I rIx CLASS A3 \ (H.E.S,) e, a. n ►• '>• �' 6: I 'OPTIONAL 6" CONCRETE e.�,e• IL FLOW LINE-j �,-0 -.._ _ J I EXPANSION JOW7 LAI I EXPANSION JO NI o' SECTION C-C _ _ ._ NO7E 2'-0" OR AS MAINLINE ROADWAY HOW ON SOJrN TYPICAL. SECTION. A• I PLAN VIEW CONSTRUCT GRADE, CHANGES, WITH A PARABOLIC CURVE. ® WHEN THE ENTRANCE RADIICANNOT ACCOMMODATE THE I JRNINO REQUIREMENTS OF ANTICIPATED HEAVY 10'PARA80LIC CURVE TRUCK TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAWS WITHIN THE LIMITS OF THE RADIISHOULD BE 8 O MAX. - EDGE OF SHOULDER OR % INCREASED TO 7", OPTIONAL FLOW LINE LOP CHANGE WHEN T'D. CC -I IS USED FOR TRAMBUILT s I s D c£s MAINLINE ROADWAY - - -- - - AS CONJUNCTION WITH VDOT PROJECTS, PLEASE OJ M - D N NOTE THE FOLLOWING: 5'IAIN. SLOPE CHANGE a0'kCN.FOR STREET - D X X MAINLINE PAVEMENT SHALL BE CONSTRUCTED Sim_ TO THE R/W. LINE (EXCEPT ANY SUBCRADE _CO_ 0-DESIRABLE FOR CO)AMfRCI STABILIZATION REQUIRED FOR MAINLINE PAVEMENT WHICH. CAN BE OMITTED IN ENTRANCE THE ENTRANCE,) SECTION A A RADIAL CURB OR COMBINATION CURB GUIDELINES FOR GRADE CHANGE D BEYOND THE SHALL LINE EXCET HE P T FOP crED REPLACEMENT PURPOSES. WHEN USED IN CONJUNCTION WITH STANDARD ENTRANCE VOLUME DESIRABLE MAXIMUM CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD 15 TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONrICURATION. HIGH (MORE THAN 1500 VPD) O X 3 % MEDIUM (500 1500 VPO) 5 3 X 6 % SEE STANDARD CQ-12 FOR CQRe RAMP DESIGN TD BE USED 'AITH THIS STAPlDARO. LOW (LESS THAN 500 VPD) 5 6 % 8 % ,)K PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRANAGE ACROSS THE ENTRANCE. ppYIONAL-FLOWLINE MAY REOUIRE WARP9JG OF A PORTION OF CUTTER TO PRECLUDE PONDraO Of WATER, 4 SPECIFICATION METHOD OF TREATMENT - REFERENCE CONNECTION FOR STREET INTERSECTIONS i5 502 AND COMMERCIAL ENTRANCES REY.7/01 'A VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 finished DOWN BEND DEPTH 4 FT. MIN, Id DOWN BEND RESTRAINED LENGTH UP BEND DEPTH Vertical offsets contain down and up bends. !` On down bends, one joins faces horizontal and the other points down. On up bends, one joint faces horizwttal and the other points up. Each side of any vertical offset bend shall be restrained. In addition, any UP BEND RESTRAINED LENGTH Joint that fails within the recommended length on each side of the fitting shall be restrained (Ld, Lu). RESTRAINED LENGTH OF PiPE (Ft) DEPTH OF 8URY DEPTH OF 8VRY 4 Fr.. MiN. 5-12 FT, 4 FF.. MIN. 5-12 FT, SL70YPE DEGREE OF BENDS Ld (DOWN) Lu (NAP) S1270WE DEGREE OF BM Ld (DOWN) Lu (UP) 6" PIC/DP 45, 22.5 h 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' PI C 22.5 A 11.25 20 20 12" PW/Q'P 45 40 20 8" DIP 45, 22.5 Q 11.25 20 20 t2" fW 22.5 h 20 20 10' PVC 45 40 20 12" DIP Elj25 225 d25 20 20 VERTICAL OFFSET RESTRAINED JOINTS 4. 30F3 SEP 05 TURN LANE PROFILE LO N t.I,j �CN W Ll N I cf) CL �m N� Q) LLJ METER BOX and COVER METER SIZE METER BOX METER BOX COVER 6/r x 314' or 3/4' 18 in. tits. Non -Traffic 74M32CR0 Traffic A32HH-T 1' 24 in. Dia. Non Trmffk; MG30(From(!).WITH RML-1-T (Top Lid) Traffic MC30 rams WiTH RML-12-T o Lid treated 27( 4' with meter box top 8' painted blue and cover finished 9rma c16 �--sidewalk -- �----- -- b ft 24� 1 i\ meter by \ fished 3' stone 18•-21' > F. .S.A. grade surrounding box 8 - 0" : 4 1 • CTS .. �.. Polyethylenetubing (PET) 200 ........../ 12' \� psi with SS inserts at all connections \ saddle 8" miri: ' min. with Corp Opposite Side 12 gauge / / 4 Insulated copper I Same Sly 1'cou P ing wire for line (Pi X FIP) C14-44 tracing, taped at with SS Insert and 10 toot Intervals MIP plastic plug COPPERSETTER meter size Opposite Side Same Side 6JB"x314' VBHC72-18WD4444-B4 VBHC82-10WD-44.44-B4 914' VBHC72-i8WD•4444-B4 VBif082-18WD44-44.84 i' VBHC74-16WD•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 skfewalk, across the street, to one foot beyond sidewalk. b) Install 12 gauge Insulated copper wire (for line tracing) from carp. stop to Into the ureter box [wrap wire around Corp• stop; wire to be taped to top of PET at 10 toot Intervals; come up Into meter box and terminate level with angle bell valvej. 5/80 x 3/40, 3/4' AND 1' METER INSTALLATION -7- SEP 06 14, 75' 72 " OF 21 B ----� �-- 6.0' 2'-7"(CG-6) 7 0 Q_ I'H-1 NO .PI10JECTION OF PIPE ABOVE 9,ROUND LINE TOP OF FILL: TOP OF FILL . TOP• dF FILL-_. OROUND LVMC H OROIJHID LW N GROUND LHE H �' rrrrr(' rrr rrrrr rrk _ r. _ r � J� rr. D�1T 2r ROCK X UNYIELDING J.% E1FTF _ d . d. BEODING _ b1ATEFNI MIN. 1/10 D .:X - K.- liE0Dfi1G �//-�Ir lo BEDDING u.PER WN,Vic D .. .. T .. h�-O Yf<7ERIAL x NF H .P X MATERIAL % 0 X Me MIN, 8" FOUNDATION 'SAFT; YdELD.1NG,: 0R: NORMAL EARTH FOUNDATION MM. 21" RflEK FOUNDATION OTHERWISE UNSUITABLE MATERIAL Pik PROJECTION ABOVE `GRUUND. LINE; i' MIN. 15 x D r Ia MIN: 1.5 x DT�� MIN .tS x D IM ::LS rr D WN: 1.E x D -_ I _ MRt 113 k t _ '.�M .. TDP OF FILL TOP .CF F..ILL TOR -OF FILL Hu H H rrrrrrF rrrrrrr r � � = - r r r rrrrrr< = = rrrrrrrrrrirri rirrrrrrrrrrrr r ,, f r� r r rrrrr rrrrr rtr,� trr�rr - rr�rrrrrriry rrrrrrr,'rrrr� .- , cRbulao �aaxaD rrrrrr� GROUND 4 1 _ r rirrrrr rr rrrrr D . z Nrrrrr�r ;ROUND d d �E d ^`- E Dr2 DI - A2r I� EARTH dfN.T/14 D :BEDDING xMATERIAL 0 0t1$ �UNYIELDING .•• e�;vb - aMEAQT0EI x D E•A, R7H. pW{GU; jN61314AL. EARTH FCtUINDATION. PER H J MATERIAL N e",' ROCK FOUNDHATIO FOUNDATION. 80FT,;YIELDING, CiR Ifwc:2a„ 6f H.ERWISE :UNSUITABLE .MATERIAL MBEDDING MATERIAL IN ACCCTFi 4NM :WITH: SECTION 302 OF THE. ROAD AND BRIDGE SPEsCiCATIOhIg:. (r'1fi11 REGULAR BACKFILL MATERIAL IN: ACCORDANCE WITH 5ECTBON 3D2 OF THE ROAD AND BRIDGE ELAS9 i BACKFLIL MATERIAL IN ACCORDANCE.-SPECIFICA11(M. Me WITH SECTION 302 OF UT E ROAD AND BRIDGE SPECIF•IGATIO.NS; ® EN8ANK6ENT NOTE! FUR ALAS . PIPE, THE LIMITS OF THE: CLASS IBACKFLL'::ML d'Jt: ATEMAL SHALL, t]I1EhDED .To 12!' ASOVE::t1IE TOP of -:TIC .WPE SHEET,'0F:4 $R STOR RSND ElINSTALLATION -OF' IQD,RSff7Q]fY T M,D2RGULAR PIPE BED] NG AND BACKFILL M Aa �� 11R[tiMA#PARTMI]AT :OF TRANSSPORTATION.: 10T:Oi SPEGFICAT'ON REFS"`� COMBINATION 6'' CURB & CUTTER 502 VPGINIA DEPARTMENT OF TRANSPORTATION concrete pad T-8" dia. x 8' deep finished grade 4" atone-u screw type adjustable valve 48' min. box location marker stone joint restrain _valve restrained to main • �= �9tOna 18' to 24'' 8'x SIX 16' solid blocs( (for valves 12' and age') Note: this detail is valves also used for butterfly ENTRANCE PROFILE GATE VALVE Q �C O Ll C: :I.-, o O try 0 2 in b � O O13 TIN O Now _ .>` M N tVzx v O rti` trl ti 1 C W cr � O V O ,�- 1A ti�G ILA �0 LU m yy °° a Q• s \9 p SEP 05 Q= CG_6 II NOTES: T THS ITEM NAY BE PRECAST OR C.gST IN PLACE. 2. TETOBECLASSA3TIN PLACE 4000 PSI IF PRECASF � 3, COMBINATION CURB & CUTTER HAVING A RADIUS OF 3DO FEET DR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STA13LIZED WEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER 5H-I6LL BE CONSTRUCTED PARALLEL TO THE SLOPE 01` SUBBASE COURSES AND TO THE DEPTH DF THE PAVEMENT. 5. THIS CURB MAY BE USED WHEN DESIGN SPEED iS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR 2" R LESS N DEVELOPED URBAN & SUBURBAN AREAS, IF THESE DEBIGN SPEEDS ARE LL.) EXCEEDED STANDARD CC-7 IS REQUIRED. U U C)LU D M Q P P •. 1i,,t, P P P W D D D D D r 1"LU > P D P D O T 1 ry U.J d L1 q �i LY • P P P P P D P P P D P 1 W _y, . D D D D D 0- - r-------------"--- W THIS AREA MAY BE CONCRETE tp AT THE OPTION OF THE CONTRACTOR W o 1� o lD DATE,, MARCH 15, 2006 SCALE. n/a I FILE NO. 0180 SHEET 4 OF 4 291.03 THE BOTTOM OF THE CURB AND CUTTER MFIY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. Rl.-1 30" x 30" Ri-4 £`! X L" 294 Stop Sign (RI-1) STOP signs are intended for use where traffic is required to stop. The STOP sign shall be an octagon with white message and border on a red background. The standard size shall be 30 x 30 inches. Where greater emphasis or visibility is required, a larger size is recommended. On low - volume local streets and secondary roads with low approach speeds, a 24 x 2d inch size may" be used, ..kt a muldwav stop intersectior. isec 2B-n . �unnlementary plate (R1-3) should be mounted iust below each STOP sign. if the number of approach legs to the intersection is three or more, the numeral on the supplementary plate shall ,:orrespond to the actual number of legs. or the legend ALL -WAY (RI-4) may be used. The supplementary plate shall have white letters on a reef backgroun- and shall have a standard size of 12 x 6 inches (RI-3) or 18 x 6 inches (R!-dl,, A STOP sign beacon or beacons may be us._` :r zunjunction with a STOP sign. -.,, described in section 4E-4. Secondary messages shall not be used on STOP sign faces. ROADSIDE SIGN RURAL DISTRICT WNOP �R0SSP,C,:.= EX BL DG `I 1 FF=701.5' BSMT= 692.0' - 54-(A)97F �� 54-(A)-97H \ BOWMAN & BOWMAN KDB ERLY 6, H�Y �, � �� DB 680, PG 564 671, PG70 ZONED: B-2 ZONED., B-2 ,�� USE. BUSINESS USE: VACANT � `` \ -`�,. M ` TOP_689.84' I / r TOP= 690.32' INV- 683.88 NV- 683._2 1 1 � 1 54-(A)-97I 1 ' JEFFERY G. & 2 ROSANNA M. t f\ i JENKINS ` 1 \ ... �•"''ZONED: B- 2 USE: VACANT t SEE GRADING FOR CORRIGAN SITE PLAN - 113-06. THIS AREA DRAINS INTO A FUTURE DROP INLET. IF THIS WORK s 1 ' f OCCURS PRIOR TO CORRIGAN'S THEN GRADE A DITCH TO i i I ` THE INLET OF THE STORM SEWER ON LOT 33. NOTE THAT 7 E JEFFERY G. & ROSANNA M. JENKINS OWN BOTH LOTS. j --- ---- -- f � Contractor to j� relocate FH I �. to FCSA �f requirements � 25 � - I s t Du star Pad _ ,_' + d-- M .52'1 p 54� . E : 17224,9'1. - .... ; . � �A7STIIVG S .24INGR G'RESS EASEMENT -7,1 -7777777- 88 891 3.5'R 5'R aCe 1 �• o 94; n _` 4 891 �. 891 89� 1. 89� W ,� �3'R� !G-12 � \ 1 Line 91 1 ' ' �. .c. I . �1 89-f ` I 1 7, 750 sf-Office I M- ,_ '' ^` _ 62' x 125, 1 i " -- -- .� 1 FF-690.33' + Ht. =24 I I k 3� 54-(A)-97J It I1 s- 685 4—/""T'�#'/1" wv \ 1\1 ! `ice ( JROSANNA M. �` - - - - - _ _" I l.J w I ;? � l �� tir�—� 4 USE: VACANT I 0.606 ACRES -- "" 6e 54-(A)-97F l 11 l .0 ,g8o f I 125.0 I I S S Top bys C s KIMBERL Y G. HENRY , ' 89.9 881 J R 3'R DB 671, PG 710 I ll 54 869 87p v 88j+ -- -ZONED: 8-2 r- USE.�A,-9NT ' I `�, �` -- EX RE AINING i�ALF- TC?P=68� 5� - _ ADD ANOTHER ROW of RETWANNG MALL 81.0ciFy— T7._I..-. »Iq�V=6)Y?7' 0 1 1 EX BLDG �I h, FF= 681.25 i } m FURLONGS SHEET METAL o 54-(A)-97K _ \ LANDON W. FURLONG I } 1 DB 777, PG 1870 t ! {� ZONED: B - 2 1 t USE, BUSINESS � 11 1 41 t} }1 Ii 1 t1 A � 1 90 gp. { 688 Ex e C1 16 To 689.8 ti k f I i N. I I � / 1 rn t I I L ORI L IN TON JI020018036 j ZONED.• RP I USE. RESIDENTIAL I DOT ENTRANCE NOTES.- I 1. INSTALL ENTRANCE PER CG- I I SPECIFICATIONS 2. INSTALL CG- 12 RAMPS IF (� LOCATED AND REQUIRED BY VOOT FIELD INSPECTOR. J. CURB AND GUTTER FORMS o MUST BE CHECKED BY VDOT FIELD INSPECTOR PRIOR TO POURING CONCRETE FOR GRADE. 54,1-(4)-3-32 JOSE MARQUEZ 1050026897 j o o ZONED: RP 1 n-1 USE: RESIDENTIAL A 1� 54J-(4)-J-J I SARA ROMERO 106000678J b ZONED: RP USE RESIDENTIAL C" 0 2 ti S Z I 0 � I � t z n s 20' 0' 20' GRAPHIC SCALE / f � CA f• U) C � � In V e t3 ej q) 0 C M 0 3 G.�N1A ION coy V_ oc � U)i kc 2: �4 Q V C� a. J w �, W V (j) CC Ca A W 2 U) C ° W �ce O �o o� z oC W C) (/� W O� V � 11 ^ , O W 0 �Q ;Ui W aUJ w a w W DATE: MARCH 15, 2006 SCALE: 1" = 20' FILE NO. 0180 SHEET 2 OF 4 TREAT WOODEN PANELS WITH WATER SEALANT TYPICAL 6' TALL BY 8' WIDE DOG-EARED FENCE PANEL. INSTALL ON 4'Y4'X8' TREATED POSTS SET 3' DEEP. FENCE DETAIL N. T S. INSTALL GATES ONTO 6'Y6" POSTS INSTALL OPAQUE FENCE AROUND THE REST OF THE DUMPSTER TO PROVIDE SCREENING TREAT WOODEN PANEL GATES WITH WATER SEALANT. DUMPSTER GATE DETAIL N. T. S. Prune out any dead or broken broaches, remove / o!l tags, labels, stings, wires, etc. from plan. I" mulch Set top of root ball equal to or 1-2" above grade. rmove container; use ,amp bode to make ur 1/4 =1" cuts the 4 th of boll and cut a " X on bottom of ill; loosen compacted ots. CONTAINER GROWN SHRUB Prune out any dead or broken f branches. - Remove all togs, labels, strings, wires, etc. from plant. 2-3' mulch 2-3" Saucer Set top of root boll equal to1-2" g above grade. Remove rope tit burlap from root boll. Dig hole 2-3 times width of root ball. BALL & BURLAP SHRUB SHRUB PLANTING DETAIL (NOT TO SCALE) 4 " OF 3000 PSI CONCRETE W/ FIBER 4" OF 21-B COMPACTED TO 959' DENSITY \ SUBGRADE FREE OF ORGANICS & COMPACTED TO 959 DENSITY TYPICAL SIDEWALK SECTION .• : '• `-' `:. `' ' 8" OF 3000 PSI CONCRETE W/ WOVEN ' WIRE REINFORCEMENT p 8" OF 21-B COMPACTED TO 957. DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95Z DENSITY TYPICAL DUMPSTER SECTION OUTLET PROTECTION CULVERT SIZE 0 N 10-YR WIDTH A APRON LENGTH WIDTH B STONE AREA SY 1 JO" 14.0 ds 7.5' 8' 10.5' 6" 8.0' R7-8 HANDICAP PARKING l (12" x 1B) FPEL RVED RK/NG INTERNATIONAL SYMBOL OF ACCESSIBILITY IF REQUIRED \ VAN ACCESSIBLE PENALTY $100-500 TOW -AWAY ZONE MAY BE PLACED ON ONE BLANK. ADJUSTING THE REQUIRED HEIGHT TO ACCOMMODATE THE ADDITIONAL LINES j REQUIRED n EFFECTIVE ✓ULY 1, 1998 j 2 PARKING SURFACE CONCRETE WHEEL STOP (IF REQUIRED) HANDICAP PARKING SIGN DETAIL (NOT TO SCALE) 3' MIN. CG-6 NO TES: ---- " 1. H/C SPACES MAY NOT EXCEED A 29 SLOPE. 2. RAMP BUILT TO VDOT CG-12 STANDARDS 3, WHITE STRIPING SHOULD BE 3" WIDE. 4. H/C SIGNS TO BE SET 3' BEHIND SIDEWALK OR MOUNTED TO BUILDING IF P(SSIBLE, Prune codominont Prune rubbing or cross branches Remove togs and labels... - Cut away a# balling ropes Remove top of wire basket DO NOT prune terminal leader or branch tips Prune narrow crotch angles d: water spouts --Prune broken branches Prune suckers 2"-3" mulch kept /away from trunk Sou well to .-contain water PIPE OUTLET CONDITIONS 3do (MIN.) 'IPE OUTLET TO WELL WINED CHANNEL U 7. ---' d SECTION A -A FILTER CLOTH KEY IN 6"-9'; RECOMMENDED FOR ENTIRE PERIMETER NOTES, 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3,18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. Source: Va. DSWC Plate 3.18-1 S T ONE CONSTRUCTION ENTRANCE 70' MIN. EXISTING PAVEMENT 1 Al-mil3 an 1 FILTER CLOTH 6• MN.I MOUNTABLE BERM Al (OPTIONAL) SIDE ELEVATION :XISTING GROUND 70' MIN. RACK to, MIN. ONAL) 1, 0' MIN 12' MIN• I^-- Oil EXISTING PAVEMENT VDOT 41 ITIVE DRAINAGE 10, MIN. CO1RSE AGGREGATE g IMENT ING TRAPPTO DEVICE • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS p LA N VIEW OPERATION 1 j.•: ) ` Backfill soil • Partially bockfill, Widen and score water to settle l soil, finish holes in wal bockfilling RE .,, Area for water Remove contarler and cut S drainage (Pipe curing roots if or file could container -grown, or as be installed) mmh &W* as possble A Leave solid soil pedestal - do not rAV-grown dig deeper than boll depth D/g hole 2-3 times root boll width TREE PLANTING DETAIL (NOT TO SCALE) 2" OF SM-2A 8" OF 21-B COMPACTED TO 959 DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95Z DENSITY TYPICAL PAVEMENT SECTION DIRECTL Y UNDER THE PARKING SPACES 1.5 " OF SM-2A 3" OF BM-2 8" OF 21-8 COMPACTED TO 95Z DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95Z DENSITY TYPICAL PAVEMENT SECTION UNDER ENTRANCE, DRIVE AISLES, AND LOADING AREAS SECTION A -A SECTION B-B 2-10 ACRES OF DRAINAGE AREA: J s" EROSION & SEDIMENT CONTROL STANDARDS 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade Is reached on any portion of the site, Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 30 days, Permanent stabilization shall be applied to areas that are to be left dormant for more than one year, 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant /s responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site, 3 A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion, 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upstream land disturbance takes place. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6.Sed/ment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres: b.Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin, The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfa# system shall, at a minimum, maintain the structural integrity of the basin during a twenty-five year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. 7.Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion, Slopes that are found to be eroding excessively within one year of permanent stabilizatlon shall be provided with additional slope stabilizing measures untll the problem /s corrected. 8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure, 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10, All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11.8efore newly constructed stormwater conveyance channels or pipes are made operations., adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. 12. When work /n a live watercourse Is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize time work area to the greatest extent possible during construction. Nonerodib/e material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. 14, All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. 15. The bed and banks of a water course shall be stabilized immediately after work in the watercourse is completed, 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: a. No more than 500 linear feet of trench may be opened at one time. b. Excavated material shall be placed on the uphill side of trenches. c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged Ina manner that does not adversely afect flowing streams or off -site property. d. Material used for backfilling trenches shall be properly compacted In order to minimize erosion and promote stabilization. e, Restabilization shall be accomplished in accordance with these regulations. f,Appllcab/e safety regulations shall be complied with. 17. Where construction vehide access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment /s removed in this manner, This provision shall apply to individual development lots as well as to larger land -disturbing activities, 18.0 temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local program authority, Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 19, Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to Increases in volume, veloclty and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria: SPACING BETWEEN CHECK DAMS CLASS I RIPRAP PLATE. 3.20-1 SOURCE: VA. DSWC L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION Ught/ng General Notes: 1. Proposed lights for this project are Hubbell RCSA-400ST (400 Watt) Lights or equivalent. 2 Lighting must be installed so as not to produce glare onto neighbors and roadway, EROSION & SEDIMENT CONTROL NARRATIVE Project Description This site is located on the east side of Baker Lane (Route 1200) in Frederick County, The purpose of this development is clear the site, route stormwater to the drainage easement to the rear, and level the lots for future development. Existing Site Conditions The site contains 0, 606 acres that is comprised of fill material and is predominately level, A retaining wall is located along the east side of the site and a 30' drainage easement is located along the southern side. Adjacent Parcels The adjacent parcels are business uses. Soils The soils types determined from the USDA's "Soils Survey of Frederick County, VA shows C/earbrook channery silt loams classified as #98. This soil is predominately a light brown shale and offers slight' erosion hazards. However, the vast majority of the site Is fill material consisting of shale, crushed limestone, and clay. Erosion Control Program . Install construction entrance with wash rack . Install wire supported silt fence . Install culverts with Inletloutlet protection • Grade site and seed all exposed surfaces immediately upon reaching final grade General Erosion and Sediment Control Notes (VESH Table 6-12 ES-1. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations 4VAC50-30 Erosion and Sediment Control Regulations. ES-2. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. ES-3, All erosion and sediment control measures are to be placed prior to or as the first step In clearing, ES-4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. ES-5, Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but limited to, of -site borrow or waste areas), time contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority, ES-6, The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by time plan approving authority. ES-7. All disturbed areas are to drained to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization Is achieved ES-8. During dewatering operations, water will be pumped into an approved filtering device, ES-9, The contractor shall Inspect all erosion control measures periodit:ally and after each runoffproducing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. Frederick County Note: Tire Public Works and Engineering Department will retain the right to add to or modify these erosion and sediment control measures during time construction process, within reason, to ensure adequate protection to the public and environment. Seeding Schedule (per section 3.32 of VESH) 1.) Topsoil will be spread at a minimum depth of4". 2.) Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 lbs per 1000 square feet (2 tons per acre). 3.) Fertilize with 10-10-10 at a rate of 23 lbs per 1000 square feet (1000 lbs per acre). 4,) Seed mix will consist of 75% Kentucky 31 Tall Fescue, 10% Annual Rye, 10% Foxtall Millet, and 5% Red Clover at 200 lbs per acre. 5,) Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per acre and anchored with cutback or emulsified asphalt applled at a rate of 200 gallons per acre. LANDSCAPING DATA Parking Lot Data Trees Requirement Calculatlon Per Stalls 1 per 10 Stalls 31110 = 3.1 Per Impervious Area 1 per 2,000 sf 19,88212,000 = 9.9 13 GreenArealnLot15%of10,627=1 811110,627 = 531 sf 7.6% provided All plantings will conform with Section 165-368 of the Frederick County Zoning Ordinance, Planting Selection, Planting Procedure, and Maintenance. Trees Symbol Common Name Botanical Name Planting Size Mature Fall Color Quantity Height or Caliper Height RB Redbud Cercis Canadensis 2" Caliper 20'-30' Yellow 3 tV • DW Kousa Dogwood Cornus Kousa 2" Caliper 25' + Purple 13 RO Red Oak Quer-cus Rubra 2" Caliper 50'-75' Brown 3 LC Leyland Cypress Cupressocyparis Leylandii 4' tall 35'45' Green 12 - th C %0 a V o 0 C O CA C Mo o 93: N IO (1) O 13 5 v `\~ O rx O AJ�"3c� Q V J (/1 J �`� J tJ)� W rA V CO W �11 �s CIC 00 o J Q � � Qv P zLU C4 oC W otic M rn �W Z oLIJ V Z W � 0 J O 4 0 w DATE: MARCH 15, 2006 SCALE: n/a FILE NO. 0180 SHEET 3 OF 4 SOURCE: VA. DSWC PLATE. 3.20- STANDARD general back119 L.N �y CONCRETE ENCASEMENT `FRENCH & BEDDING •'1- 4' DOW adddl All backffll to be compacted to 95% of ASTM DOW maximum density. CONCRETEARCH r eew WWI Boot Joints of the fitting shall be restrained. In addition, all Joints within the recommended length (L) orl the large side of the reducer shall be restrained. SMALL SiDE JWNT RESTRAINED LENGTH OF PIPE (Ft) LARGE SIDE ANT low DIP 6" 8" 101 12' 6• 8" f0" 12• 6. -- 40 60 60 -- 20 40 40 8' -- -- 40. 60 -- -- 20 40 10" -- - -- 40 20 REDUCER I. ee�ct ld�f L O.D. L ` I A& TIF In addition to restraining the connection, any Joint that falls within the recommended length (L) shall be restrained. SEP Ott RESTRAINED LENGTH OF PIPE (Ft) PLC DiP 6' 8" to' 12" 6' 8' to iY 60 W 80 100 40 40 60 60 VALVE; DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS 1 OF 3 -2- SEP bs rIr--rLr--1 rrinn to restraining each joint of the tee, (1) any Jointwithin the recommended length on the branch ) piping shall be restrained, (2) any joint that tabs recommended length of the run (*eight through) DOWNBEND Lr) shall be restrained. DEPTH 4 FT. MIN. A cross shall be restrained per a tee's requirements for Lb. A wye shall be restrained per a tee's Lr and a 46' 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 10AX8 20 20 20 20 IO 20 20 1 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 20 201 20 TEE, CROSS, WYE L ....I In addition to restraining each side of the bend, any Joint that falls within the recommended length on each skis of the bend shall be restrained. TY PE RESTRAINED LENGTH OF PiPE (Ft) RESTRAINED LENGTH OF PIPE (Ft) R MNG PVC DIP DEGREE 6' 8' 10. 12' 6" 1 8- to- 1 12" 90 20 20 40 40 20 20 20 40 45 20 20 20 20 20 20 20 20 22.5 20 20 20 10 20 20 20 20 11.25 20 20 1 20 1 20 20 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS 2 OF 3 -3- SEP 06 UP BEND DOWN BEND RESTRAINED LENGTH Vertical offsets contain down and up bends. On down bends, one Joint fads horizontal and the other points down. On up bends, one Joint faces horizontal and the other points up. Each side of any vertical offset bend shall be restrained. In addition, any UP BEND RESTRAINED LEN" Joint that falls within the recommended length on each side of the fltdng Shell be restrained (Ld, Lu). RESTI4AINED LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 F►. M1N. 5-12 FT, 4 FT, MIN. 5-12 FT, SfZOW OLYXIEE OF BENDS Ld (DOWN) Lu (UP) S70ff DEGREE OF BENDS Ld (DOWN) Lu (UP) 6- PVC/D,P 45, 22.5 A IIM 20 20 f0' PVC 22.5 Jt 11.25 20 20 8' PVC 45 40 20 to- AP 45, 22.5 NY 11.25 20 20 8' PVC 22.5 A 11.25 20 20 12- Pill 45 40 20 8' DIP 4A 22.5 A 11.25 1 20 20 12' PVC 22.5 A 11.2.5 _20-1 20 10' PVC 45 40 20 12' IMP 22.5 d 11.25 20 1 20 VERTICAL OFFSET RESTRAINED JOINTS 3 OF 3 -4- METER BOX and COVER METER SIZE METER BOX METER BOX COVER WB'x314'or3/4- 181n. Dla. Non-Trafffk) 74M32RRQ Traffic A32HH•T 1' 24 In. DI& Non-Ttaft MC 38 rame WITH RML--1 T Crop LIO) Tragic MI ff2llle WITH RML-12-T concrete pod s' 'sfinished ,.. screw 7jr���• adjustable L Stone it IIV to 24+- 8'x 8'x 18' NioNd block (for Valves Iran INSTALLATION NOTES: Nots; this detail Is also used for butterfly valves 1. Exact Iocabon of meter box assembly to be approved POW to installation. 2, water service crowing street a) Encase in 3' diameter SCH40 PVC or SOR21 pipe. The piping shell nun from one foot beyond sk%walk, across the street, to one foot beyond sidewalk. b) Install 12 gauge Insulated copper wire (for• line Vacing) from Corp. stop to Into the meter box [wrap Wks around coup. III Wks to be taped to top of PET at 10111 Intervals; come up Into meter box and terminate level with angle ball valve]. 5/80 x 3/401 AND 1' METER INSTALLATION SEP 05 -7- SEP 05 COPPERSETTER meter size Opposite Sloe Sam" 60014' V814072-18WD-444464 VSH082-11OWVD-444484 31V VEIM72-11BWD44•44-64 VSHC82-18WD44-44-B4 V V 4-16WD•44.44-84 - A- GATE VALVE -9- U O � C o0 N 'a' LI C � M V o0 C O O U •>>- (rip �O C4 O Y I 3 -D W O J n c G.�N1A J 00 yy O p � LO i- O SEP 00 �� 6 \S spigot by bSDR 21 R wktth as ssketed bell g adapter bell 8-1 1a schedule 40 "> ` °bend adapter 7 Steel pipe filled with-,.,,... 3' `xx'cxtnls and paintedTm R r grade: 2' ny,•n3 la. ,. I--3' � ' �'� TURN LANE' PROFILE ENTRANCE NPROFILE 3DR 21 I U con(xate ` enoltsement x-' SDR S5 8' x 4- geelceted Pipe J SCH 40concrete skid pad � stet bell Ntnd' � 4 stone 18• rile x s' deep POLLARD DETAIL � 'ra ' property Panetta Model PA4SV-CSK (41 W line ��,o VatVCO Inc, cast Iron cleanout cap with Q V-1 Q W g 'g. 7C17 17 with sod counterrNo. brass suunk g haft a head [ f `; (� (o � ed SDR 21- oiearroin pipe N J�, J (y W bcltom�on O „ �- O `Z I'--`- $'-- ---+1 or box brick base �I 11-I ��� O O t-v 41 �� O O as required concrete pad 1140 dla. x V deep location mark 38" M finished min, : `� }> N '• , Cl-rade sanitary LLJ �-U Z r min. - g max. sewer medn SDR 21 `� ,:• : soR2, a5' � Q. CJ N m Q` I Q i "' " `': bend I . ' -yam ^ ' ' , ' ' . 1 \ M�CK 4stone45° SDR21 �;;° ; � ``� I \QZI ` V ^ �lJ � ( Q `-V �I atone to be ecxaw a -"-T w , .,�.. _ .. 1� r I,� O Q minimum of 8' treated 2ti(4• '' . cr :.: ^� ti+ r . . .. i6. ; ;v ' �l.J(l,J Q iC locator marker above top tne>se adjust" � >,:; Y ..... y* ,y:. V m W �' W V (J W tl O W valve box green p� atD 42 00% tltone bedding LAM minktxNm I _ 1 i _ Q .e� Q -: _ �. �__ - :::::::::::.-.:::....... i _ f- I1 I� --1 I !I II 11� liI I I i I ! i R Ii 1 l l III l I j 1 1111 I. _ I .. I i i --- f ( J I tl I I _• I_ f_ I I II I it I I I_ . I._ i._.1 1--.- I I - ^t k' `V _.__•I i I�i I i__, , I�_I . I I -I o 14.75 12 OF 21 B --� �-- 11.75 _ .• a 1 .0 4% ..................... 6.0 1 1.5 c mechanical do 0 a4 Jai sww tea 2'-7"(CG-6) Wid1 s- branch SEWER LATERAL FIRE HYDRANT ASSEMBLY FOR MAIN WITH COVER 15 FT OR LESS SEWER CLEANOUT O -10- SEP oB -17- SEP 05 -1$- SEP 06 (' W N SE}ZTABLEITEET A59, cG-n Cr M F'9-1 1 co-1z NO PFtdJE�T(OJU OF PIPE ABOVE GI�OUtVl3 LINE A ( ( TOP OF FILt.. TOP , DF FILL TOP, OF FILL^ CONSTRUCTION iG xx BEREFT APPROACH SAME NOTES: rONSTRUCTKNN 5:OOWEkS;:a" LONG SURFACING AS 41aB•NLtE IQwr 4, a 12" c-C I I A ROADWAY - 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE - LINE TD:.teE AS tlf�llNt?' LN£ H OROt>FK1. Leif N DRIWND LIE 14 O �^ A3 F CAST IN PLACE, 4' SHOWN ,ON PLANS) C 2. CONCRETE TO BE CLASS r - - - _ _ T 1 m 4.000 PSI IF PRECAST. Ti (RADIUS. TO BE AS 4.1-_ i!5•i{// r/s/ 3 Ds . RADiA1 0r�04ATI SHOWN ON PLANS? r.�rr rr r'.rrr rr • COMBINATION CURB 6 CUTTER HAVING A RADIUS 8 :1 IQrN ) CURB ANO GUTTER rr '�` EARTH rr - / EARTH OF 3DO FEET OR LESS (Al FACE OF CURB)SHALL Mplx. l E3 f iSrD. CC sr 0;.12r ;+ a rr. 0+12". d UN ELDDING 0+12 d t BE PAID FOR AS RADIAL COMBINATION CURB k B 2 T 4 - T J �• -� ,�7 � , 1 • b � p..1• d2 ') 4v v/3 GVT ER CLASS A3 s• ° 4• s 7„ _ _ BEDDING 4 FOR USE WITH STP8L�E0 OPEN -GRADED SIDEWALK. I ® I 'R (HE.S;) •b.s .n- •+• -•�-j - _�•- - - MATERIAL DRol LAYER THE BOTTOM OF THE CURB TRUNCATED DONES rl OPTIONAL 6•• CONCRETE ° - �I fi AND GUTTER CONSTRUCTED PARALLEL SEE.StET 1OF 4 FOp:DETAkS 6" I P'r FLOw LINE 11 t 1 TO THE SLOP SUBBASE COURSES A TYPICAL DESIGN � o:..m. �ti � _- � MAL 1/1D 0� I � � MIN:'i110 D � � MIN.1110 D � AND TO THE DEPTH OF THE PAVE I.;E ' X .. p,. >< p AL �go PEA. 7f p X it MATERIAL % D, % b. THIS CURB MAY BE USED WHEN EXPANSION JOINT J I EXPANSION JOINT o' SECTION C-:C" MIN; 8." FOUNDATION SOFT, YIELOING',:..OR . DESIGN SPEED IS 40 MPH OR LESS 12�1 MAX, 4&iAtAX,. -' - MA%.21" ON RURAL HIGHWAYS AND 45 MPN OR BACK OF CURB NOTEI.WIDYH •B" 2•.O":GR.as � tlnn_rNE ROADWAY NORMAL EARTH FOUNDATION ROCK FOUNDATION: f)TF ER1N15E. UNSUITAE3l.E MATERIAL 2 R LESS � DEVELOPED URBAN & SU"BAN 2D� T SHOWN ON TYPICAL SECTION: E{..-i � AR IIF THESE DESIGN SPEEOS ARE D o-w-, EXCEEDED STANDARD CG-7 IS REQUIRED. PI: E .PROJECTION ABOVE GROUND II.NE E r� Z SECTION A A a'MrN cv PLAN VIEW D i O w 9 MIN :15' x D MR 1.5 x D MIN',15 x D :.15 a 0 MIN. fah' w D. ►AN, t:tt x b ti PERhe5518LE I`-- r3 � •'�' ® CONSTRUCT GRADE CHANGES. WITH A PARABOLIC CURVE. 1.x- rF••-�- tn CuX,5111yC71oN '' 'or -Top OF Fill 7OP OF FlaTOP Of fillv! WHEN THE ENTRANCE RAOItCANNOT ACCOMMODATE H7WT lJ^ THE TuRNI•NG RECUIRCMENT5 OF ANTICIPATED HEAVY p 6" I_ p p p 1•.� TRUCK TRAFFIC, SHE DEPTH FOR. SIDEWALK & CU129 �� 10' PANtABOLIC CURVE H: H. D D D D +- ,.• RAMPS .WITHIN THE LIMNS .OF THE RADII H - -H -•- t', 5 o,iL© BF. r-1" Ii,1 > N 1 MA7( EDGE OF SHOULDER OR $ Max;. - p INCREASED TO 7 r�rrrrh �rrrrr'r . r r + �, r r - _ . rrri�rA�rrr!/r�i+ ,rr�'rrrrr�rrrr ' 7 w SECTION EIB ,a rrr . _ _� rrrrr: rr.+rr rrr� Nrr�r�rrrri� r:+r�rr.�.rr,+r�r (i pC )p:4:MAX OPTIONAL FLOW LrvECHANGE � _ _ .: --- D WHEN SPD. CC-11 1S USED . FOR ENTRANCES BUILT �/r rr i�r �'✓e+i' /rr ,r�ri'p: r r�riti r'.+r4✓ /�!rl.Mlr'rr! p P P P P P - - .. _. - _ _ - _ - IN CONJUNCTION. WITH VDOT PROJECTS,. PLEASE D•TY`.; a ..err. /rr t+I rrY/�. D+)2 r'irr/h�r.+r r!rr�rl/.+ram UJ MRIAx, ROADWAY ,,.. GROUNQ dry _. ..'..,.. , /r�/r�/ ';Cf1011N0 rNrrrrrr. rrrrrrrrrr G ND.. P P P o p NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARIAliG SURFACE, ALTERATIONS �� �� NOTE THE..FOt lt}WII1G - LINEUJ SEE SHEET 1 OF 4: B z Max, .. --. _-_ _..,, D -- rrr rr d d L,tNE a D t? D D n. SLOPE CHANCE Dl2r� •^- tAIE YC�: M,ANNAIJE PAVEMENT HALL BE CONSTRUCTED - D!2 p/Z= - 5'MIN,. IQ'MIN.FOR STREET D TO THE' R/W LINE (EXCEPT ANY SUBGRADE - --j-^ THE BOTTOM OF THE CURB AND • STABILIZA71ON REOU>RED FOR VAINLINE �~ GUTTER 1+lgY BE CONSTRUCTED A 4. SQUARE LANDING 0 it N \ �j AREA OUTSIDE OF O'DESIRABLE FOR CO)NA RCI PAVEM NT .WHICH CAN BE OMITTED W T� `-EARTH �1 1�1l.ROCI(.OR PARALLEL TO THE SLOPE OF � TRAVELWAY SMALL jC ENTRANCE gg 61IL 1�10 D VNYIE M THE EN.TRANCEJ 4,. a" 2'-0" SUBBASE COURSES PROVIDED A N BE:PROVrbEO wl1„ tN �� MIN: 1m a � BEDDING SOIL , r k MINIMUM DEPTH OF 7" r TFIE MARKED 4: SECTION A ` A RADIAL CURB OR COMBINATION CURB X X MATERIAL O K MI(..:t1I? pE QING Ems :. IS MAINTAINED. N CROSSWALK AREA. s AND GUTTER SNAIL N0T BE CONSTRUCTED I .x aEDCNNG: MATERW: U+ GUIDELINES FOR GRADE CHANGE D BEYOND THE R/W LINE EXCEPT FOR !i. FER MATI�MIAL THIS AREA MAY BE CONCRETE t0 Y. N REPLACEMENT PURPOSES. 1' OF H AT TIE OPTION OF THE CONTRACTOR O �0 NORMAL EARTH FOUNDATION B•: ROOK FOUNDdTiO1V F UNQATIQN SOFT, YIELDING; CAR Q C7 U WHEN USED IN CONJUNCTION WITH STANDARD ' 24' OTHEIRWISE UNSUITABLE MATERIAL V r (�/) ENTRANCE VOLUME DESIRABLE µ'AXIkUM- SIA OR CC-7, THE CURB FACE, ON; THIS - -- - - I stnNOPRD Is t0 BE ADJVST) 0 TO MATCH THE Q C) MOUNTAOLE 'CURET CO' IQlNiA7tON.. CROSSWALK V � n CR4 WALK HICK (MORE THAN 1500 VPD) D X 3 X BEDDING MATil IN ACCOR AN E WITH 11 " !I SEE STANDARD CG-12 FOR CURS RAMP 0€51CtJ SEGTIOfI 302 QF THE ROM AND BRIDGE. C O$SWALK TYPLCAL PLACEMENT MEDIUM ('500-1500 VPD) S 3 X 6 % To BE USED WITH THIS STAMOARD•. SPI:GFICATIDtlS., � REGI BACKFILL MATERAN IN AGGORDMiCE: TYPICAL PLACEMENT � WITH SECTION 302 OF THE ROADn M aRIpCE AT INTERSECTiON AT INTERSECT►0N LOW (LESS THAN 500 VOIN .56 x S % `,K PLANS ARE TO INDICATE WHEN CONSTRUCTION OF SPECIFICA1101I DIAGONAL: VARIATION A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE CLA 5 Z BACKLFI.L ATRIAL IN ACCORQIWCE DATE, MARCH 15, 2006 WITHIN CROSSWALK WITHIN CROSSWALK DRAINAGE ACROSS THE ENTRANCE. y(iTti SECTION 302 OF T14E ROAD AM BRIDGE (WITH BUFFER STRIPS OPTIONAL rLOWLNE MAY REQUIRE WARPING, Or' A MIFiCATIONs; � EMI9ANIWENT SCALE: n/a PORTION OF GUTTER TO PRECLUDE PONDNG OF WATER. THIS DESIGN TO U,10-FOR CONSTRUCTION THAT -:INCORPORATES : WIDER -SIDEWALK: LANDING i�j(}'Tg:- 1'tM PLASTIC PIPE;, THE LNaTS,OF THECLASS IBACKFL,L.:MATERIN-SHALL-BE (48" WIPE) REQUIREDTOP OF CURB RAMI tUF1fMUM CURB RAMP LENGTH 6 rEET FOR: NEW CONSTRUCTION, B FEET' FOR ALTERATIONS. - EXTENDED -.T0 �11I ABOVE THE TOP OF THE PtpE.- SWEET 2 or .4 SHEET 1 DF a FILE NO. 0180 CG-12 DETECTABLE WARNING SURFACE SPECIFICATION ' ` INSTALLATION OF PIPE CULVERTS AND STORM! SEWERS SREERMCE „ m�r1�x� REFERENCE MET`Hoo dF TREATMENT- w�� COMBINATION 6 CURB & GUTTER IDS TYPE A (PERPENDICULAR) APPLICATION CONNECTION FOR STREET INTERSECTIONS ,� CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "A''' 105 SHEET 4 OF 4 502 NEW- 7705. 502 REV. REV.1/04 vaeGPNA OEPAR7N OF TRANSPORTATION W 7/0505A AND COMMERCIAL ENTRANCES 31M VIRSIiIIA DEPARTMENT OF TA"PORTATiON 502 VRCINIA DEPARTMENT OF TRANSPORTATION VtRGINIA DEPARTMENT OF TRANSPORTATION 203.04 107;01 201.03