Loading...
HomeMy WebLinkAbout37-07 McClung - Logan - Equipment Sales & Services - Stonewall - BackfileLEGEND FCSA CONSTRUCTION NOTES VDOT GENERAL NOTES VICINITY MAP Ye Rev. Mar20o6 LC EXISTING FEATURES 1. The Authoritys Water and Sewer Standards and Specifications are available at www,fcsa-water. com VI , All work on this project shall conform to the current editions and latest revisions to the Virginia Department of Transportation (VDOT) SCALE 1 "= 2000' ,� , � C o 0 o 0 N �. 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 Virginia Erosion and Sediment Control Regulations, and any other applicable state, _ EXISTING EDGE OF PAVEMENT _..._ ______.. ... . ... ...._ v.. P..__.-.... _._____...___ ..... _. _ 3. The contractor shall adhere to standards and specifications in effect at the time of construction, federal, or local regulations applicable. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the C Ln Ex FC EXISTING EDGE OF GRAVEL _.._.....--_.-.-- .--._.-----_---..-.�..- _--._-___..__.._.-_.__...-_.__.__.____.- 4. The contractor shall coordinate with, and arrange for inspection by, the Authority, most stringent shall govern. ,� w � ,� � O a .� L p o 0 a. �• CD U S. 777e contractor shall tie-in a new sewer line to existing to an existing manhole by core drilling the manhole, V2, Al/ construction shall comply with the latest US. Department of Labor, Occupational Safety & Health Administration (OSHA), and Virginia Occupational Safety & Health Rules & Regulations. OP SITE �n -- - - - ' - _. EXISTING CURB AND GUTTER E:\" C'C'- 6 6, When an existing water main is tapped for the installation of a new line: (VOSH) ��� k o ® C -- -- -- -- - - - - - - - - - --- a) The Authority shall furnish al/ labor and material. b) The V3. When workingon VDOT ri ht-of-wa all traffic control whether permanent or temporary, shall be in accordance with the current edition 9 Y� � P P h'. -� - ti --� � � 3 ® EX. INTERMEDIATE CONTOUR :;:, contractor must, of VDOT's Work Area Protection Manual. Furthermore, all traffic control fiaggers must be certified in accordance with Section 104.04(c) of o° M o EXISTING INDEX CONTOUR > 1, make application and pay deposit, 2. mark the tap location. the VDOT Road & Bridge Specifications. RooN 3, coordinate installation with the engineering -assistant V4. The developer shall be responsible for relocating, at his expense, any and al/ utilities, Including traffc signal poles, junctlon boxes, Jw (o Q @� EXISTING SPOT ELEVATION . L( 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. controllers etc, owned b VDOT or private / public utilitycompanies, It is the sole responsibility of the develo er to locate and identifyiiL♦ utilityfacilities or items that may be In conflict with the proposed construction activity,VDOT approval of these plans does not indemnify• Y PP P O�ti Q '� ! b - EXISTING TELEPHONE LINE �----�--- --- j --- ---- -------- r --- ----- ---- - ..w._a. -- - �W4 -° - - ~ 8. The Authority's maintenance department shall furnish and install all water meter through 2" in size, It is the developer's/contractor's responsibility to have the meter box assembly installed correctly, the develo er from this res onsibili P P tY Oti �1 ��'� OPO ti�� U) � � � o �® -0 C EXISTING SANITARY SEWER ;' Before a permanent meter is installed: The box, its frame the coppersetter, V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed ROUTE 37 L - EXISTING ELECTRIC SERVICE ------ - - - - - a) meter with and cover, must properly aligned with necessary by VDOT Any additional expense incurred as a result of any field revision shall be the responsibility of the developer, b) The frame and cover shall be set to final grade, PROJECT INFORMA TI N EXISTING GAS LINE - = ` - -- - 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. P Y P P g V6. Prior to initiation of work, the contractor shall be responsible for acquiring al/ necessary VDOT land use permits for any work on VDOT right-of-way, } f ; 1 .; RCP EXISTING STORM SEWER :.. _. _ ...- , ._.. _ : _ _: _ ....:.__ _ _._ _: _ _ _..... 4 EXISTING FENCE LINE - - - - - .'; - 9. For water and sewer services that connect to existing lines: 9 a) The location of the service lateral is to be coordinated with the Authorl 's Engineering Assistant. h'' 9 g V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or- developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. _ k Owner Contractor V WINLLC - McClun La an Equipment Co. Construction Management, Inc, on b) An Application for Service must be made and fees paid before work will begin, 4601 Washing Blvd, 360-2 McGhee Roa :, EXISTING DITCH LINE c) The Authority shall furnish and install 5/g ; 314 ", and 1 " water services. d) For all 1 1/z " and 2" water services, the Authority shall make the tap and bring the piping to the V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time, VDOT Baltimore, MD 21227 Winchester, VA 22603 Phone - (800) 638-6012 (Tom Logan) Phone - (540) 665-0693 EXISTING WATERLINE W/ TEE - - y' -` m.- T, {-' - wr 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, install the meter. 1A EXISTING FIRE HYDRANT ?:,�.c EX. rI-1, 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 Virginia Erosion & Sediment Control Handbook. Property Data Building Setbacks Per Code Proposed EXISTING WATER VALVE - R -,. °.4_• ... ,. ""F' M 1 10, An water service line must have a backflow prevention assembly (double check valve or RPZ, as re uired The assembly must meet Y P required). Y ASSE Standard No. 1015 or 1013, Furthermore access to other properties erties affected b this project ect shall be maintained throw h construction. The Develo Developer shall have within P P Y P I 9 P the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Tax Ma Number 43- 19 -55 Front: 75' Z79.Z' P O Address 160 Kentmere Court Left Side: 25' 150.2' GtiN c�O Jti w m yy EXISTING REDUCER - ° 'A'' -,°. -,.,• 9„ " - 11. All fire lines shall have a backflow prevention assembly (detector double check valve or a RPZ, as required). The assembly shall meet Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. Area 4.966 acres Right Side: 25 76.8 Zoning M-1 Rear: 25' 95.0' � O ,-, o EXISTING TREE DRIP LINE .. _:.._,-., .. r , _,:.._: - .....:....:.._ ...._ ,...:.,_.._.; . ASSE Standard No, 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction, Legal References #050009480 Existing Use Vacant Parking Setbacks Per Code Proposed Front: 25 25.0 7 � 4 o z PROPOSED FEATURES 12, FCSA to review the mechanical plan(s) for design and material approval of,- 1) the domestic water meter and its backflow prevention Proposed Use Heavy Equipment - ' Sales and Service Left Side: 5 i2,8 Zo device, and/or 2) the fire service line's backflow prevention device. Right Side: 5' 10.4 ` O!� V11. All water and sewer lines within existing or proposed VOOT right-of-way shall have a minimum thirty-six (36) inches cover and when Zoning Data Rear: 5' 25, 0' PROPOSED EDGE OF PAVEMENT PROP EP GENERAL NOTES possible shall be installed under roadway drainage facilities at conflict points. Open Space Minimum 25% = 54,075 sf p PROPOSED EDGE OF GRAVEL PROP EG V12. Any unusual subsurface conditions (e.g., unsuitable sails, springs, sinkholes, voids, caves, etc. encountered duringthe course of ) be Immediately brought to the the VDOT, Work In Open Space Proposed 17% = 5,552 sf F.A.R. Maximum 1,0 Unit Tabulation Z Z z 1. Permits must be issued from VDOT prior to any construction in a public right-of-way, construction shall attention of engineer and shall cease that vicinity until an adequate design can be determined by the engineer and approved by VDOT, Use For Parking F.A.R. Proposed 0.04 �, n z Q ,. � o � a m r z PROP. CURB &GUTTER PROP CG- 6 2. The Manual on Uniform Traffic Control Devices MUTCD must be adhered to when workin in a ublic ri ht of wa . ( ) 9 P 9 Y V13. Al! fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Office - 1950 sf 1/250 8 Building Data Warehouse - 4 1 per employee ee 4 P p Y w w o z o 0 0 R � � `L u, Z � Lu o 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 9 q P present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a Type of Construction 28 -Metal Proposed Area 9,300 sf 5 Q - a z W Q � Q o project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. Height Maximum 60 feet 16Ui z z m o v PROPOSED CONTOUR 50 4, Any damage to neighboring properties Including county roads and sidewalks, caused by the development of this site will be the Height Proposed 30 feet Total o o z i . PROPOSED SPOT ELEVATION +5 p� responsibility of the developer. A# damage must be repaired to original conditions. 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 Total Parking Spaces Required 12 z o o w o o to o o 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 21yo of optimum moisture for the full width of Proposed Parking Spaces 12 N PROPOSED STORM SEWER PROP. 24 "ADS , contractor must maintain 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 in accordance with VDOT Road and Bridge Specifications. Certified copies of all test reports shall be submitted to VDOT daily, unless specified # of Handicap Spaces Required 1 Sign Data P P PROPOSED SANITARY SEWER Sj cj 6, The contractor will be responsible for adequate and positive drainage of this site, otherwise, Sign Area Allowed 100 sf Proposed Handicap Spaces 1 PROPOSED TELEPHONE --- - T --- - T 7. The contractor will obtain a Land Disturbance Permit prior to any site work or construction. V15. VDOT Standard CO and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. Sign Height Allowed 60 feet # of Loading Spaces Required 1 PROPOSED ELECTRIC 8. All construction will be done following the laws and guidelines set forth by OSHA and IVOSH, Proposed Loading Spaces 1 cn PROPOSED GAS LINE 9. The contractor will notify engineer of record of any discrepancies between the approved plans and existing site conditions, V16. The installation of an entrances and mailboxes within an dedicated street fight -of -way shall meet VDOT minimum design standards and is y y g y g the responsibility of the developer, Z "' z ,,, U z Z OU Q u p Z Contact Numbers Sheet Index PROPOSED WATER LINE 10. The developer is responsible for the relocation of any utilities required by this site plan. V17. Prior to VDOT acce Lance of an streets al/ required street si na a and/or pavement markings shall be installed b the develo er or at VDOrs discretion, by VDOT on an account receivable basis following the Manual On Uniform �raffic Control Devices P 0 L1 W U z Q W LU ,� PROPOSED WATER METER (� 1 WM w W U) 11, Al/ Erosion and Sediment Control devices shown on this site plan shall be installed prior to construction, z = Surveying & Engineering Firm: PROPOSED FIRE HYDRANT �q PROP. FH o i2, All controlled fill must be compacted to a minimum of 95/o 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 ��o¢ � � o. C w o AASHTO-T99 or VTM-1 as applicable. An fi// laced under buildings, structures or pa must be ins ected and a raved b a pP Y P 9 P P PP Y invoices for materials utilized within an dedicated street ri ht-of-wa must be pm to the loco/ VDOT Res/den Office prior to Y 9 Y P Residency P GreyWolfe, Inc, (540) 667-2001 Cover Sheet & General Notes Sheet 1 Grading and Utility Plan Sheet 2 a s Q c) 0 � professional soils engineer. A geotechnical report supersedes this note if provided, acceptance of that work, Unit and total prices may be obscured. Contractor, Erosion & Sediment Control and Landscaping Plan Sheet 3 Ce 0 a 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 CMI - Kevin Kenney (540) 665-0693 Zoning Enforcement: Drainage Divides and Erosion & Sediment Control Notes Sheet 4 ,� r' 13. The contractor is responsible for contacting MISS U77LITY prior to an site work. All utilities shown on this plan area approximate P g P y P pp the dense control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction �, P g P P Department of Planning (540) 665-5651 Details Sheet 5 w Q 0 0 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 Ll to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and NEIGHBORING PROPERTY LINES 14, The contractor will 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. V20. Asphalt concrete pavement shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be Department of Public Works (540) 665-5643 Sanitary Sewer and Water: 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 in Section 315 and VTM-76, A certified compaction technician shall perform these Fred Co. Sanitation Authority (540) 869-1061 PARKING SPACE TOTALS 12 tests, Certified copies of the test reports shall be submitted to VDOT daily, unless specified othenvlse, A VDOT representative shall be P P y, P P the to be during Telephone Verizon (301) 954-6282 17, The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty days, notified and given opportunity present the construction and testing of the control strip, Electric: Al/eghany Power (800) 654-3317 ADA HANDICAP PARKING STALL Gas: Shenandoah Gas Co. (540) 869-1111 DEPARTMENT OF INSPECTION GENERAL NOTES V21. In accordance with Section 302.03 the foundations for culverts the pipe thirty-six (36) inches and larger shall be explored below the bottom MISS U77LITY,• 1-800-552-7001 SIGNS of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to O the engineer and VOOT for approval prior to placing pipe, Foundation designs shall comply with VDOT Road and Bridge Standard PB-1, Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall Zoning General Notes 1. Buildings the Virginia Uniform Statewide Building Code S, B, Business the Intemat/ona/ SANITARY MANHOLE IDENTIFIER shall comply with amd use group storage, and use group of Building Code/2003. Other that ICC/ANSI A117.1-03 Accessible and the Usable Buildings & Facilities, be determined by the engineer and approved by VDOT, Maximum 1, Exterior lighting will be provided by wall -pack lights attached codes apply are STORM DRAIN STRUCTURE IDENTIFIER 2. A design professional licensed of the Commonwealth of Virginia shall seal the structura/p/ans submitted for building permits, Plans must show all ingress/egress locations to the exterior C4B0117.1-92 and meet requirements of Chapter 17 of BOLA. Environmental Existing Disturbance Proposed to the building & /ightpo/es. per 3. Maximum handicap 2%. All Boars be to for V22. Approval of this plan shall expire three (3) years from the date of the approval letter. Features AcreagE Allowed Disturbance 2. Al! lights will be shielded or directed to prevent glare on Q LIGHT POLES slope across parking stalls shall not exceed required egress shall accessible a minimum exterior area assisted rescue, section 1003,2.13.7 IBC, Note fire ratings around this door if this section is utilized Floodp/ain 0 acres 0% 0% neighboring properties. c �r 4, The International Plumbing code requires testing of the sewer pump station to the rim, V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT, Lakes & Ponds 0 0% 0% 3, Outdoor trash receptacles will be in an enclosed six (6) foot O LOCATION OF TEST PITS ® V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final layout be acres Wet/ands > 1AC 0 acres 0% 0% fence. 4. This project will not disturb any environmental features as w a approval of guardrail to given by VDOT after grading is mostly complete. Sinkholes 0 acres 0%° 0% defined by the Frederick County Zoning Ordinance. Z o (:)) EROSION & SEDIMENT CONTROL FEATURES FIRE MARSHALL GENERAL NOTES TRIP GENERATION DATA Natural S. W. 0 acres 10 /0 0/0 Retention Areas 5. The owner will be responsible for obtaining or granting easements shown on this plan. W 4- O LIMITS OF CLEARING &GRADING - - - - - - LCG Q Steep Slopes >50% 0 acres 25% 0% 6. Easements will be recorded and copies sent to the parties P involved,P O Y U `� .., INLET PROTECTION 0 1p 1, An inspection by the Fire Marshall's office will determine where curbing must be painted yellow. 2, "No Parking - Fire Lane" signs will be placed on the site by the Fire Marshall's direction, Woodlands 0 acres 25% 0% 7. All utilities that will service this site must be laced round, underground, W � Z a ITE AM PEAK HOUR PM PEAK HOUR ��✓✓ 3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall, CODE ITE USE FLOOR IN OUT TOTAL IN OUT TOTAL ADT u LQ OUTLET PROTECTION ®Op4 . Burning brush piles of natural vegetation requires a permit, Burning construction debris is prohibited. (.n 5, Emergency vehicle access must be provided at all times, Fire hydrants will be always be left unobstructed. 120 General Light Industrial 9,300 sf 7.5 1.0 8,5 8,0 1.1 9,1 64.8 APPROVALS P # - ,,- CHECKDAM ®CD RESPONSIBLE LAND DISTURBER DIVERSION DIKE Frederick County Zoning Adminis rator Date DATA TAKEN FROM THE L T, E, MANUAL 7th EDITION SILT FENCE W/ WIRE SUPPORT X X SF NAME, 2"'. �� �e/,3 Final Site Plan Approved by Frederick County Planning Department Reviewer Date LA NDSCA PING NOTES RIP RAP RR CERTIFICATIO/V #: �o 0 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, SEDIMENT TRAP o ST EXP. DATE Landscaper must stake and guy all trees. Stake locations must avoid utilities. 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. 2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval, 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: ] U LY 15, 2006 1. The Responsible Land Disturber is 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 re -construction meeting is required with the Owner, Site Contractor, Public Works, & Designer prior to commencing an P g q g P g y 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 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. 0175 site work, 4, Plant substitutions will be allowed with the written approval of the Frederick County Planning Department approved prior to constructing any structure. Furthermore, the site must meet al! 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 5 Survey Notes: 1. Boundary Survey data shown per unrecorded survey plat by Green way Engineering titled "final Subdivision Plat of a Portion of the land of Lenoir City Company of Virginia - Lot 24 - Stonewall Industrial Park". 2, Topographic and As -Built Information provided by Triad Engineering, This information is current as of March 24, 2005, 750 NUMBER DELTA RADIUS LENGTH TANGENT CHORD CHORD DIRECTION Cl 5604749" 75.00' 74,35' 40.55' 71.34' N 04�35'S5'E C2 5305555" 50.00' 47,07' 25.44' 45,35' S0600152"W C3 29°15'O1' 770.00' 393,09' 200,93' 386,84' S 3533'36"E ' 4 " OF 3000 PSI CONCRETE W/ FIBER p o 4" OF 21-B COMPACTED TO 959 DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95Z DENSITY TYPICAL SIDEWALK SECTION 2" OF SM-2A 6 " OF 21-B COMPACTED TO 95% DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL LIGHT PAVEMENT SECTION IN THE PARKING AREA 2" OF SM-2A 4 " OF BM-2 a a P 8" OF 21-B COMPACTED TO 4 957,, DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95Z DENSITY O TYPICAL HEAVY PAVEMENT SECTION IN THE ENTRANCE & DRIVE AISLES 8" OF 3000 PSI CONCRETE W/ WOVEN ` WIRE REINFORCEMENT Q 8" OF 21-B COMPACTED TO 959 DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95Z DENSITY TYPICAL DUMPSTER SECTION 8" OF 21-B COMPACTED TO 95% DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL GRAVEL SECTION 745 t - i 740 735 TOP=767.36' INV OUT=760.85' j WV WV Al ; �.X 8:' 'rl( LATE/,' WATER STUB OUT A UP oE74921 765 ,.y t IN,) / N . IRF t I 1 GRAVEL i ! j PILE I / j TBR ,�' "SDR\ � '�Anl. • SEw�-, t MRIABLE WIDTH SANITARY SEWER EASEMENT !� 20' DRAINAGE`- & UTILITY i - EASEMENT = , WATER t ! I N 1 STU8.•.007; i ! 1 X J i EX) g wILI LATE ? _ GRAVEL DRIVEWAY .f i` ✓' P PE1�4920 i 1 V ANCHOR POLE i �- :> 1 \ d 7�S t '' z SI✓1H'� TOP=7.50.42' INV IN= 743.65' ` -`f ` k !. INV OUT= 741.65 ' j X \ t \, �, ' ausiNESS 1! UP \ SIGN 4 ' SDR- 21 SAN. SEWER ��=y". �'t i o+ ,� ;\ ' m1A74 91 q, LATERAL C/a, \ c 750 .0479 44� '• 30" STOP SIGN - 745 ` 11 i ( :;;A + o vL1 y0 740 1 WV 1, O O 001 735 m i ' 8 O O i ay o ; i z WV '=fie' 43Q o J Q Q p ,\ 730 W `o ��, W 730 6 0 t I I m O N N - 12'h'15" CA4P k v + -1-- -4- 4 o i v, o N N N My �, M, INV. = 740.23 , 0+00 0+50 1+00 1450 2+00 2+50 3+00 WA TERLINE PROFILE 1 '=50' Horizontal, 1 "=5' Vertical ,I , N/,r OTHER LAND OF LENOIR CITY COUNTY OF VIRGINIA TAX MAP 43-19-2 DB. 344 PG, 235 ZONE: M 1 USE: VACA,'JT n!j F JAMES T W1L SON TAX MAP 43- 19-44 INSTR. J050001231 Z OrdE.' M 1 USE..- COUIVERCiAL f z O 8" SDR-21; WATERLINE \\ , i UP PE74764 N/F OTHER LAND OF LENOIR CITY COUNTY OF VIRGINIA TAX MAP 43-19-2 DB. 344 PG. 235,...ww._- ZONE: MI USE VACANT / , ' i � � ' 10 ' DRiVNACEE &- i UTILIT,,EtiSEMENT 7 , 46-0 +42Q 474.92' 48.09 EL oARKIN �RAV �- r 744 NIF HENRY C BUETTNER JR. LOT 25 - STONEWALL INDUSTRIAL PARK \NIP TAX MAP 43-19-45 x - TAR INSTR. j 050009124 �pGE ZONE: MI USE. LIGHT INDUSTRIAL "WATER STUB OUT 12'a•15" CMP INV = 740.30 VDOT Entrance Notes: 1. The VDOT field inspector shall approve all forms prior to pouring curb and gutter at entrance. 2. The VDOT field inspector shall make the final decision on placement CG-12 ramps if he deems them necessary. 3. The stop bar shall be thermoplastic, 4. The entrance shall be built to VOOT standard CG-11 specifications. 10' DRAINAGE & UTILITY EASEMENT RESERVA TION I Shed 450 sf FF=746.8' E0' DRAINAGE & UTILITY EASEMENT gFSERVATION s nlj F BETTY G. Mck OWN TAX MAP 43-A-1.5 DH 80 PC, 700 ZONE: M 1 USE: VAC: 41V 30' 0' 30' GRAPHIC SCALE ■ o ►� c o 0 V) �1 0 o 0 C la a C co 0 C: .>1 o U � N fu v 05 ul o CN c ai `l' ro 7y � 0 00 _ ►n �_n Z) V) �ZvOJ �P v7 0 l z w 0 cn Uj LU 0 (� z z w Z U_ 0 z <L o w z o Q -J W > � a Q a- d p V -, J z 0 0 O LU 0 CLI ry cx� W r� t\ 0 0 o Q •�-+ o 0 DATE: J U LY 15, 2006 SCALE: 1" = 30' FILE NO. 0175 SHEET 2 OF 5 grade 6' cla. schedule 40 ste el ol pipe filled with- j concrete and painted finished elloy grade 18, dia. as required ,in - A- miii T 2' BOLLARD DETAIL pad V-6'clla. x 6' deep 4' stone 4' stone stone to be to straw screw um 0, 6' minimum of i type above top of base top .1 base bl adjustable a locator marker stone stone valve box 'ev. box stony lbe Joint joint _I rit, rest ni E general backfill mechanical joint swivel too with 6" branch FIRE HYDRANT ASSEMBLY SDR 35 SDR 35 spigot spigot by by SDR 21 gasketed bell gasketed bell 451 bond adapter 2' IN 3' minimum SDR 21 SDR 35 8" x 4' gasketed pipe SCH 40 gasketed bell and fittings solvent wye weld cap property line finished grade 6— 316. location mark min. cover ston 45o L treated 2"x 4'wil top 6* painted 4" pipe at green 2.00% minimum grade SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS -17- fill SEP 05 SEP 05 24. select backfill 61 All backfill to be compacted to 95% of ASTM D698 maximum density. ...... 61 STANDARD ------ III - CONCRETE ARCH 24'solact backfill 6- CONCRETE ENCASEMENT TRENCH & BEDDING -1- LA NDSCA PING DATA Parking Lot Data Trees Requirement Calculation Per Stalls 1 per 10 Stalls 12110 = 1 Per Impervious Area 1 per 2, 000 sf 101,596 12, 000 51 - Perimeter 16527-B-11,a 52 Trees Green Area in Lot 5% of 5.,310 =41415,310 1 265 sf 8% provided Planting Size Mature Symbol Common Name Botanical Name Height or Caliper Height Fall Color Quantity RB Redbud Cercis Canadensis 2" Caliper 20'-30' Yellow 6 DW Kousa Dogwood Cornus Kousa 2 Caliper 25'+ Purple 8 RO Red Oak Quercus Rubra 2 Caliper 501-75' Brown 2 LL Little Leaf Linden T111a Cordata 2 Caliper 351+ Brown 36 LC Leyland Cypress Cuparisressocyp Leylandii 6' tall 35'+ Green 22 OUTLET PROTECTION CUL VERT SIZE Q N 10-YR WIDTH (A) APRON LENGTH WIDTH (B) STONE AREA (SY 1 15" 6.6 cfs J, 75' 12' 11.25' 6 10.0 2 15" J. 1 1 J. 75' 12' 11.25' 6 10.0 15" 11.9 cfs J. 75' 1 12' 11.25' 1 6 10.0 finished grade 41 concrete skid pad to, 181 x i 4' stone Panella Model PA4SV-CSK (41 & Valvco, Inc. cast Iron cleanout cap with Fig. No. brass plug having a V 17 71 BOB countersunk square head with Ild marked SDR 21 - cleanout pipe 'SEWER' bottom section of box brick base sanitary sewer main SDR 21 wye, SDR 21 45* 45- SDR 21 bond P 6' stone bedding SEWER CLEANOUT _19- Both joints of the fitting shall be restrained. In addition, all joints within the recommended length (L) on the large side of the reducer shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) SMALL LARGE SIDE JOINT SIDE PVC DIP JOINT 6' 8' 10' 12* 6- 8' 10, 12' 6" 40 60 60 20 40 40 40 60 20 40 40 20 REDUCER . . . . . . 4 select 11, .1 �L'­ ackfill L 2 O.D. 1, L L In addition to restraining the connection, any joint that falls within the recommended length (L) shall be restrained. RESTRAINED LENGTH OF PIPE i PVC — DIP 6' 8' 10- 12- 6 8' 10- 12-_ 60 60 80 100 40 40 60 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS 1 OF SEP 05 .2- SEP 05 SEP 05 Prune codomInGnt Miceli 00 NOr p.e terminal leader or branch flps Prune rubbing or , __ cross bronches_�f� Prune narrow crotch angles & water spouts —Prune broken branches Remove togs and labels — Prune suckers Cut awoy al/ balling ropes Remove top of wire basket 2'�-3' mulch kept /away from trunk Soil well to -contain water Bockfill soil .:..' : • Partially backfill, watr to s Widen and score holes In all soil,efinish ettle buckf7fling Area for water Remole c»ntainer and cut drainage (Pipe C;rehng 1,00t, it or the could contoiner-grown, a as be installed) much burlap as possible if Leave solid soil pedestal do not Aeld-grown dig deeper than ball depth D19 hole 2-3 times root boll width TREE PLANTING DETAIL (NOT TO SCALE) t 6' Berm Along Fence for Screening t ------ 756 1 1 J 7 /•7_ 'i"'i --- " N I I I I - k-- I I I V 4, + N A 4 4­� Aak IN t T) - ----- _l) j Jr r or N, % t 11 I I 44 j (SF Z ,,N t tit ors Ij ..... - N -4, 160 k 21 a. , e , r� 1. c IP ors1�, IN, c are Lr —I— Lr T_ 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 tee's Lr and a 45' bend's L requirement. RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 6 X 6 20 20 20 20 8 X 8 20 20 20 20 8 X 6 20 20 20 20 to X 10 20 I 20 20 20 10 X 8 20 20 20 20 RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 10 X 6 20 20 20 20 12 X 12 20 20 20 20 12 X 10 20 20 20 20 12 X 8 20 1 20 20 20 12 X 6 20 20 20 20 TEE, CROSS, WYE In addition to restraining each side of the bond, any joint that falls within the recommended length on each side of the bond shall be restrained. TYPE RESTRAINED LENGTH OF PIPE (Ft) RESTRAINED LENGTH OF PIPE (Ft) FITTING PVC DIP DEGREE 6" 8* lo, 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 1125T20 20 20 20 1 20 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS -3- 20F3 SEP 05 1Z) LC (Z) Q) V) ko 0C: U L 1_6 L a mom 1 C: o fo CP i> U) -0 C Q) 1J)O fu A so 41 9 STz to 7, P6. 1P S 748 740 LU UJ 74A L, 0 X LL- 0 0 LU < LU Q U� c) U_J W 7 OP > LIJ Z 2-1 LLJ = U _J N, CL LU Z W W 0 jav� L -A 744 uJ UJ LU cii, cy-, cl� < "i NI Seeding Schedule (per section 3.32 of VES IV 1-- 00 rl_ Cn Ii I I _iiI. , .�II I� 1.) Topsoil will be spread at a minimum depth of 4 < C�, ­4 ­1 C) C_- ------- (71 CD 2, Pulverized agricultural limestone will be Incorporated into the soil at a rate of 92 lbs per 1000 square feet (2 tons per acre). OF 3.) Fertilize with 10-10-10 at a rate of 23 lbs per 1000 square feet , r11 (1000 lbs per acre), �11IN 4.) Seed mix will consist of 75% Kentucky 31 Tall Fescue,, 10% Annual Rye, 10% F oxtail Millet, and 5% Red Clover at 200 lbs per acre. 5J Straw mulch will be applied to all seeded areas at the rate of 3500 12 'tv 15 CUP W 740.30 lbs per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre. 12",y 15 C UP finished DOWN BEND DEPTH 4 FT. MIN. (� Ld DOWN SEND RESTRAINED LENGTH %i Vertical offsets contain down and up bonds. 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 bond shall be restrained. In addition, any joint that falls within the recommended length on each side of the fitting shall be restrained (Ld, Lu). UP BEND DEPTH UP BEND RESTRAINED LENGTH RESTRAINED LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT. MIN. 5-12 FT. 4 FT. MIN. 5-12 FT. SLZEITYPE DEGREE OF BENDS Ld (DOWN) Lu (UP) Sli DEGREE OF BENDS Ld (DOWN) Lu (UP) 6' P4C101P 45, 22.5 & 11,25 20 20 lo, PW 22,5 & 11.25 20 20 8" PVC 45 40 20 10" DIP 45, 225 & 11.25 20 20 8' PVC 22.5 & 11.25 20 20 12- PVC/DIP 45 40 20 8* DIP 45, 22.5 & 11.25 20 20 12" PVC 22.5 & 11.25 20 20 10' FIX 45 40 20 12' DIP 22,5 & 11.25 20 20 VERTICAL OFFSET RESTRAINED JOINTS .4- 30F3 SEP 05 METER BOX and COVER METER SIZE METER BOX METER BOX COVER 6/8'x 3/4'or 3/4' 18 in. Dia. Non -Traffic 74M32CRG Traffic A32HH-T 1. 24 In. Dia. Non -Traffic MC-30 (Frame) WITH Pli Crop Lid) Traffic MC30 (Frame) WITH RML-12-T (Top Lid) meter box and cover I idowalk-1 - 5 ft - ,-flnlshed 3' stone 18'.21' grade surrounding box V CTS polyethylene tubing (PET) 200 psi with SS inserts at all connections saddle with corp Opposite Side 12 gauge Insulated copper wire for line tracing, taped at 10 foot Intervals treated 2"x 4" with top 6' painted blue finished Same Side 1' coupling (PJ X FIP) C14-44 with SS insert and MIP plastic plug COPPERSETTER meter Opposite Side Same Side -size - 5 W014' VBHC72-18WD-44-44-B4 VBHC82-10WD-44-44-B4 314- VBHC72-18WDA4-44-B4 VBHC62-18WD-44-44-B4 1. VBHC74-15WDA4-44-B4 - N/A - INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to installation. 2. Water service crossing street: a) Encase In 3' diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. b) Install 12 gauge Insulated copper wire (for line tracing) from corp. stop to Into the meter box [wrap wire around oorp. stop; wire to be taped to top of PET at 10 foot Intervals; come up Into meter box and terminate level with angle ball valve]. 5/8" x 3/4", 3/4"AND 1" METER INSTALLATION -7- SEP 05 concrete pad it _6" dia. x 6' deep screw type. adjustable valve box -location marker finished grade 48'min. valve -restrained to main [stone 18' to 24 8"x 1116' solid block (for valves 12' and larger) Note: this detail is also used for butterfly valves GATE VALVE -9. DATE: JULY 15, 2006 SCALE: 1" = 40' FILE NO. 0175 SEP 05 SHEET 3 OF 5 (WITH WIRE SUPPORT) EROSION & SEDIMENT CONTROL STANDARDS EROSION &SEDIMENT ■ o - ( j ? , I• - 1. SET POSTS AND EXCAVATE A 4'k4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE T CONTROL NARRATIVE VE C"3 = Q O Q OF Posrs. 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. Temporarysoil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will main dormant for longer than 30 days. Permanent , stabilization shall be applied to areas that are to be left dormant for more than one year. Project Description O o 0 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with This site is located in the Stonewall Industrial Park on the east side of Kentmere Court. The purpose of U 'a sediment trapping measures, The applicant is responsible for the temporary protection and permanent this development is to place 9,300 sf of buildings onto the lot to be used for heavy equipment sales and C __ stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally p trans orted from the project site, service• to - -- 3, A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized, Existing Site Conditions CA E O a o ' / Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, �N '�. o ROO f i FLOW III III mature enough to survive and will inhibit erosion. This area is a vacant lot covered by grass. Drainage flows from the north to the south. All development x i 4- 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap will send drainage south through existing drainage easements, Q 3. ATTACH THE FLTER FABRIC TO THE WIRE BACKFILL AND COMPACT THE sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional Adjacent Parcels �. CD � v y I ; 4. FENCE AND EXTEND IT INTO THE EXCAVATED SOIL. before upstrearn land disturbance takes place. I TRENCH. for 76 0 M U 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions The surrounding areas are industrial zoned lots and state roads. The grading plan this project proposes Q v) _J S r~` immediately after installation, all developed runoff to flow to the southeast through a pond and into the existing drainage easements ,; / 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. Off -Site Areas , ''`'` ir< r Jill ':.:. (ill a. The minimum storage capacity of sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. All work including topsoil stockpiling will remain on site. �,/-_ i0s/ / c� FLOW Soils ..-. _ _... _- w ��� 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 The soils es determined from the USDA's Soils Survey of Frederick Count VA shows Swimle #398 p y y Y ( ) 1 j III 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 coefficients used and Oaklet Silt Loams (#32B) with rock outcroppings indicating Fredick Poplimento's. These soils have t t EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while medium erodibility and runoff the sediment basin is utilized, - r , FILTER FABRIC Critical Erosion Areas 7.Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that 1NIA r' WIRE are found to be eroding excessive/ within one year of permanent stabilization shall be provided with 9 Y Y p p slope stabilizing measures until the problem is corrected, This area is known for Karst topography and contains limestone outcroppings and clay that shall beadditional by diversion dikes dams traps, Special attention should be for evidence C� wmanaged 7y with check and silt paid m -� G4- souxc E: Adapted from installation o! Straw and Fabric Filter Barriers for Sediment Control, PI�tiE. 3.05-1 8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary ofa y sinkholes on this site during he construction p ocess, n in t n r r O b - - r sh� k ryas or permanent channel, Flume or slope drain structure. _ iO D �� _ �ti 9, Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. Erosion & Sediment Control Measures J o z S4 CURB CUT DETAIL ,, • y PLAN VIEW 10, All storm sewer inlets that are made operable during construction shall be protected so that All vegetative and structural erosion and sediment control practices shall be constructed and maintained according to minimum standards and specifications of the handbook. ' sediment-laden water cannot enter the conveyance system without first being filtered or otherwise treated toi0� remove sediment, Structural Practices ;r 11. Before newly constructed stormwater conveyance channels or pipes are made operations,, adequate outlet z U, o ` I protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel receivingchannel. Install construction entrance (with wash rack if required by inspector) z Q a ;Y and Instal! culverts with inlet &outlet protection a � o Q a m z 0 0 o s' t 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, durin Install sediment trap Install diversion dikes Q = o W o v, Q z o ` control sediment transport and stabilize the work area to the greatest extent possible construction. Nonerodible material shall be used for the construction of causeways and coerdams, Earthen fill may be used Grade site and seed all exposed surfaces immediately upon reaching final grade v �`,, Q z Ct z 36" for these structures if armored by nonerodib/e cover materials. General Erosion and Sediment Control Notes (VESH Table 6-I) W Q v W Q) `z Zt p w z Q Q v Q 1 EXISTING DRAINAGE doi — — — — — 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 nonerodib/e material shall be provided. ES-1. Unless otherwise indicated all vegetative and structural erosion and sediment control practices will be o 1:) V o o i I� /1 77"E I711 /S - ' 50' 0' 50' PA R V 2� N 0 2% SLOPE �Zi,.-- 14. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. 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. o ram, 15. The bed and banks of a water course shall be stabilized immediately after work in the watercourse is ES-2. The plan approving authority must be notified one week prior to the pre -construction conference, one GRAPHIC SCALE completed, week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 16, Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: ES-3, Ali erosion and sediment control measures are to be placed prior to or as the first step in clearing, Ln z _ i a. No more than 500 linear feet of trench may be opened at one time. ES-4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all w w w z b, Excavated material shall be placed on the uphill side of trenches. times. O y, Uo U_ z c� z a Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping ES-5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control Cn > LU 3 w Z z a w � U c, device, or both, and discharged in a manner that does not adversely affect flowing streams or off -site property, plan to the owner for review and approval by the plan approving authority, Lu E2 - W � z : a = o Q / + d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and ES-6. The contractor is responsible for installation of any additional erosion control measures necessary to a a w z / promote stabilization, prevent erosion and sedimentation as determined by the plan approving authority, > o 0 a LCG I ) e. Restabilization shall be accomplished in accordance with these regulations. ES-7. All disturbed areas are to drained to approved sediment control measures at all times during land �'DLU a � �, / i ` I 1 f.Applicable safety regulations shall be complied with, disturbing activities and durin site develo meet until final stabilization is achieved, g g p w �- � �o 0 � 0 M _ � Q = 1.3 CFS (10 yr) Slope = 0,5% 17, Where construction vehicle access routes intersect paved or public roads, provisions shall be made to ES-8. During dewatering operations, water will be pumped into an approved filtering device, Q C] -_ rn o f minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is j transported onto a pa ved or public road surface, the road surface shall be cleaned thoroughly at the end of ES-9. The contractor shall inspect all erosion control measures periodically and after each runoff -producing +� 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 /n this rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices \ - _ 10 yr Depth-0,3' manner. This provision shall apply to individual development lots as well as to larger land -disturbing activities, shall be made immediately. 1 36" GRASS SWALE 3 18.A11 temporary erosion and sediment control measures shall be removed within 30 days after final site General Note: \ ( stabilization or alter the temporary measures are no longer needed, unless otherwise authorized by the local The Erosion & Sediment Control Inspector will retain the right to add to or modify these erosion and OLCG I program authority, Trapped sediment and the disturbed soil areas resulting from the disposition of temporary sediment control measures during the construction process, within reason, to ensure adequate protection to � CURB CUT measures shall be permanently stabilized to prevent further erosion and sedimentation, the public and environment. .- CHANNEL DETAIL 19, Properties and waterways downstream from development sites shall be protected from sediment U-1 W \ PLAN VIEW deposition, erosion and damage due to increases in volume, velocity and peak flow rate of storm water runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria: Q x C� Q Uj I 750 750 __---.-_-------____... __...,_ __. _ _ .: ...... .. .. . . 750 Q LIJ I ! V \ LCG �., 745 1 v ! 1 745 i a _.. _ _._.� It..M __ -_- -_- 1 745 .- - - _ ----_- _ _ _ _ _ .__ - ; _.._ _ 1 _ _. _ _ I i i -# , i - j I O W V 1 748 ^ D 0 s 100 yr 742.3j_--- i 10 yr — 741.9} 2 741.51_-_ --._ __.. ___ 1 i I i 1 100 r — 7423 W 0 (� T+2 r 744 R ? yr — 740 i 2 yr — 741.� ' ; 740 I i ' I + 740 1 I MVV 746 I I ! i f i 15' ADS ' ® , ~ �op °i / LIMITS OF CLEARING __-� c_I� �� �. \ oI j .�!N^ �a f c 1 & GRADING of i II b I L �+ I -- ai ol� a 1 :� W W, al �; I i 4 h SAI \ ij LCG PROPOSED DRAINAGE 4d o o �o 0 o i oI o s �'z2 i DATE: JULY 15, 2006 SCALE: 1" = 50' \\� 50' 0' 50' PATTERNS 0+00 0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4-f00 GRAPHIC SCALE POND CROSS SECTION POND PROFILE FILE NO. 0175 SHEET 4 OF 5 1'=50' Horizontal, 1'=5' Vertical 1 "=50' Horizontal, 1 "=5' Vertical TEMPORARY DIVERSION DIKE COmDacted Soil 4.5' min. --�{ SOURCE: VA. DSWC PLATE 3.09-1 PIPE OUTLET CONDITIONS ado (MIN.) L )IPE OUTLET TO WELL )EFINED CHANNEL o d{� SECTION A -A (-' I 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 PB-1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL - GROUND LINE H-- OROUNO LINE H--`�- GRDUNO LINE H- y rrrrri rrrr L-I I rrrr rr.- i i rrrrr rrrr _I I -�; I �,`, rrrr rr,- ROCK OR I - L- rr rr EARTH 0+12" �I r r - rr rr D,12" I r rr - - UNYIELDING /r Dr12" r _ EARTH d I. D/2 4" d 1 SOIL D12 ! d I. D/2If BEDDING - �1 MATERIAL / In 1I rt I'SMIN. A' 1/1D D BEDDING X O X MATERIAL MIN. 1/10 D I , BEDDING X D X MIN, 1/11) D KPER MATERIAL X +- D ---I X M FOUNDATION SOFT, YIELDINC, OR NORMAL EARTH FOUNDATION MAX 2a ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL Pik PROJECTION ABOVE GROUND LINE MIN. 15 X D d.7+� MIN. 1.5 x D MIN, 1.5 x 0 MIN. 1.5 x D MIN- t.6 x 0 MiN. 1.5 x D TOP 4F FILL iC- TOP OF / FILL TOP OF FILL �- H H �^- rrrrr.•s- rrrrrr/ rrrrrr���= r rrrrr, rrrrrr -- T ^ ,+r ���' rrr/rr�rrrrrrr, rrrrr/r -' r/rrrr = rrrrr rrrr � _ � rrrrrrrrrrrfr,' rrrrrrrrrrrrrr /'`rrrrrrrrrrr rrrrrrrrrrrrr Jfr �� �j��� .- ��J��r� rrrr /rr rifrar = rrrr,rrrrrr rrrrrrrrrrr.. GROUND rr rr rrr rr r/rrr„,r _ rr rrr r GROUND D-tz^ rrrrrrrrrr rrrrrrrr/r rrrrrrrrr rr rrrrrrr = - = rrrrrr d LINE - rrrrr d LINE d - LINEGROUND rJrr/'f a.tt- , .-, .. _ _ EARTH � 4II - , - - J - ROCK OR UNYIELDING MIN. 1/10 D --. /b� x r-IIr r r i r- LAIN.I1 1) REDOING p MIN, 1l10 =a1 BEDDING X D x MATERIAL SDIL ( I X Fa- EARTH BEDDING 1/7" PER MATERIAL MATERIAL NORMAL EARTH FOUNDATION r' DF H MRACK FOUNDATION FOUNDATION SOFT, YIELDING, OR MAX,Ax. 2a" OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERIAL IN ACCORDANCE WITH SECT ON JDZ OF THE ROAD AND BRIDGE SPECIFICATIONS. REGULAR BACKFILL MATERIAL IN ACCORDANCE 2 WITH SECTION 3D2 OF THE ROAD AND BRIDGE SPECIFICATONS. CLASS I BACKFILL MATERIAL W ACCDRDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATONS, ® EMBANKMENT NOTE: FOR PLASTIC PIPE, THE LIMITS OF THE CLASS 13ACKFILL MATERIAL SHALL BE EXTENDED TO 12" ABOVE THE TOP OF THE PIPE, SHEET IOF 4 9R ORMCE INSTALLATION OF PIPE CULVERTS AND STORM SEWERS CIRCULAR PIPE BEDDING AND BACKFILL - METHOD ''A" 3D2 REV. 1/04 3D3 VIRGINIA DEPARTMENT OF TRANSPORTATION ID7.01 I C:FNFRAL NOTES: T-E )F`E'TA3tE WARNING tAt =r 'ROVIOED E`/ 'R NCATED COMES. 2. D_TE�TAB_E vARNING -0 BE CLASS A-3 CCNC•+E-E rrL1,Ss A.•� IF PRrC+sit �_-•�----'��•� \ _ , i 1 411TH �-I RESIST ,N +.JTE�f2 L JRF. CF. COVERIri", THE FUII. 'NIGTH Of THE - HA,IAF' -LOOP B" L FUCI IN LLNC H IN IHE UII,L(;TON JF PcOESIHIAt7 T:AVEL, OTHF_P. TYPES vF )rATERiAL WITH THE "R' CrTED COMES OEic"CTCBI_ WAQNN� UAV 4 ,1. 1`0 WITH tF AP=POVA' O:° THE Ft,Cf\F'F:? 1^--' '�-T fYF= A, 3. S_OPING SIDE: OF CURS RAMP MAY BE POUR--0 \10NOLTRCALLY WITI- P.A41P t _ FI OOR f,R RY l.iiNC; P-Rn•P�SIP,I. C.(�Y.iTRII.^,TIOy ,)UIN' ',4 H RFOiIIREn RARi. 4, IF RIIIAP FLO0�7 IS PP,ECAST, HnLE$ 11131 BE PROV DEO FOR DOWEL BARS SO T- - r n - A An.,LF11 .G FI ARFD .,L ,r., AN f I^ PI f FT- Fr F f ,T �1 A .F R I Af: tJ aT 0 PRECAST P %MP FLOG7, PREC,AUT CONCRETE SHALL =C -,LASS A-4, , - g.���•EyI,��It�` ' `'`''` '` \ \ = rAv r ., 5. R BOTH fD ' ,. TArFHE T,' I3F h0..5 X R' Pt ACFC 1 C-N` R 70 fNTfR M ONi: � „ li U=� \ ;� I BO1H SIDE.. OF THE RAF�P FLG'if?, MID-DEPTti GF RAMP "L00=<. N.'PIMJAA 1� ..�'- -/•_-� ��� CO r.t aAX \ y 1 C` \ I ti. CJRB � CU48 AND GI rT=R $_GPE 'P, c7JSI rIOV5 AL JACENI ­0 CLRB RAMPS ARE INC.LDEC IN PA.YUENT FOP COPE 03P3 ANC GUTTER TYPE I3 CJRB RAMPS AR-- TO EE LOCATED AS 3110',Wl ON -HE P_N'IS OR cS DIRECTS. PARiALLLL OY rHE fNgv y. TIIFY ARE i0 Rt; PRO'/IDED AT U, SECTION- WHr: b/r.3 /s, ACCESS!8_E R'_U"E 'AiTHIN THE RIGrT O WAY O A HrGHWAY FACt_17Y ,U� A P. REGARDLESS WHETHER --I N' +" T i P< P I C SE.. C.. _ E� DLES_ OF riNET E DE ALn Y, S I G r0 O 5 E t S_0 n _ i 1 t'" 0.. tyOrJ_X):,TLJ 1 L� MU;I" 0_ LGCATCD WITIaV PCGLSTRIAN CI._ao,'1AL1(S $� \ n, r- r r - F'A\- !u S 1_ NN 0,t L . S UY AS UV?E'T Y THE .6 �T I. ED B ,E E,t_ J_£R .JJJ aHOU_U NC I� Bd LOCATED pEHnD VSHI^LF. STOP LINES, E%!S-NG 1G-IT ROLES, FIFE - �� �� \ \ �" HYCRANTS.IJHOP NLETS.E G ACCESSBL_ RJJfE PRJV"D= A CONTNUCUS _ _�.- U\CBSTRUCTFD, ST.',B_E, FIRM AfJ"J SLP P.ESISrA\r P;TH CNHECTIIG A_L t2.1 MAX \ %A'.�•1� \ _r ""---�"- -,\ I A•.'CFS SIR.f FI FMFNIS OF A 'AC!iiTY THAT' ^:6N RF APPR'ieCH=C,FVTFRFD 5 4M- I AND JLEU BY PEDLSIR)AN!. . \ \ --•-. 2 Fi P tJr:: .la" 4F ! Af,'r` ON RA IA' OFr A`JFFrT Y V' T 1 IAI SFf: (; �; PRO F'l THAT , � \ " R 'P N PJ � JAT 3t� THE ' M T T F L 2 F'E a £ L B E G 5 L ED H E i. I 0- •1E ;RC' TWA K ,.0 _�-- r5r.r nr PovrMrN- I 'i-a- iHC SL YE 47 i-E _CNfrEO T!On OF THE CURB OPEtJI\G I_ f{ P-RPM-Nf)IC(,I 4R T-,, TIIF CU?r Al X , SALE AS IOF= OF CU�e 9. 1?PICAL CCNC?E"E SI"�EWALK Ic 4" THI"K. WHE\ -Hc 150RANCE RADICANNOT TY 'E t', .. A�"f.OM610n4TF TIC TUINI`RF41.iw-mirYTS A\T);11 0- PATfn iIFAVY-rRtICK 1 7;;AF-IC REFER TV STANDARD CC•13, CCMMERCIN- EN-RfTIC_ (HE A'/"I NAtALLLL & PLHPENUIC JLAH T',LJ(-'K TRA-F-C: FOR CCNCR7TE CE�'TH. 0. WHEN CURB R.AVPS ARE USED 114 CJNJUNC`ICN VlITH A SHARE) USF. PATH, T-E kI,NIMUFA V101H SF%,LL 3E TrE WIC-H CF THE SHADED USE PATH 1.,° - 2.4' TRUNCATED D04E _ -cc-- t '0 0 %OHO O C C 0 0 0 O .0 0 0 0 O O O O O C 0 0 0 G, O 0 0 0 O o o O C C 0 0 0 0 0 n 11 0 0 0 0 0 0 0 0 C a 0 0 0 0'C� 0.2 I !,� 0 0 0 O O p O C C. O % - 55;� OF DA ;E DIAM= TFa _ I 0 0 U �+ a LUTAV TLT? I0 0 0 0 0 0 0 0 0 C 0 0 0 0 0 VAI Ab L ^ y --------- _ I "1 EASE G MIETER 4' bfINI PAY t Mt/ITS I TR1;NC!\-Fr, D01dF DE T CTraC�L.E vr,«;r'IIfsC DET.�iL L'I�T>aL SHLE1 Ur A I C-12 DETEvTAB E W G'\RNIN SURFACE EkIERAL i`1' ;TE; Jy 203.0� I :`IHC Ni t. Di. N.\-?Il/t-`II (}, IRI,N;;FA.J -'I AItU�J I: ':II:-11'-II:-11:-11= '..r.r.• fir• �c �r..c �:•.�:`.� � � f:•.� ; �`" � t��2 r�i:�� .� I1a11=11.=11-•;���1�t�t�t�i�iii�L•;�4�r�r�t�t�?�i'�t�l�t��K�t���yi�' r �• SIDE ELEVATION GROUND 70' MIN. 1 B VASHRACK I_ (OPTIONAL) 12' MIN.• lo' L VDOT #1 I I POSITIVE DRAINAGE COURSE AGGREGATE Ti TO SEDIMENT TRAPPING DEVICE • MUST EXTEND FULL WIDTH INGRESSOF AND EGRESS OPERATIONPLAN VIEW on SECTION A -A 1T[N, EXISTING PAVEMENT 10' MIN. ECTIONB-B lixA'N �rnUt CG-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB 6 GUTTER HAVING A RADIUS OF 300 FEET OR LESS CALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & CUTTER. 4.FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND CUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT, 5. THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR 4"_I 2" R LESS IN DEVELOPED URBAN & SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STMJOARO CG-7 IS REQUIRED, 1'-t" �' P D 1••1 Q o D � � � P D D d P Q 0 Q 7" (> 5 I> C jP D THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR 10HE5 COMBINATION 6'' CURB & 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 MININIUM DEPTH OF 7" 15 MAINTAINED. 1 201,03 1 INSERTABLE SHEET A5S, 1 CC-12 PERMISSIB? E � CONSTRUCTION 05 00WElS, 8" LONG JOINT o 12" C-C ->-i 4 D 4' did v� 1 f 8' 0!t 0:t MAx TRUNCATED DOME$ A SEE sHEEr 1oF 4 caR DETAts TYPICAL DESIGN - T2'1 MAX, 48r1 MAX: BACK of CUR8 _ _ - SECTION A -A -• 2 M 1 PERMISSIBLE C rR TI N '0 UC 0 ` JOINT .. .SECTION 4 _B NOTE FOR CENERAL NOTES ON THE DETECTABLE WARNINC SURFACE. ALTERATIONS SEE SHEET 1OF 4. A 4'SCUARE LANDING AREA OUTSCE OF Y TRAV£LWAY SHALL Y .I _J BE PROVIDED W11H!N 'Q _ THE MARKED -�QS CROSSWALK AREA. -A S V)I a 1^ L°Z { in ILO 1 O CROSSWALK v CR SSWAI K 1 TYPICAL PLACEMENT C GSSWALK TYPICAL PLACEMENT r DIAGONAL VARIATION AT INTERSECTION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) THIS DESIGN TO BE USED FOR CONSIRUC.T(ON THAT INCORPORArES WIDER SIDEWALK. LANDING (48" WIDE) REOUIRED AT TOP OF CUR8 RM.A.P. MINIMUM CURB RAN9 LENGTH 8 FEET FOR NEN CONSTRUCTION, 6 FEET FOR ALTERATIONS. tCITtiA)i(i CG-12 DETECTABLE WARNING SURFACE REif.FF NCF. DS TYPE A (PERPENDICULAR) APPLICATION 502 V'rRGIWA DEPARTMENT OF TRANSPORTATION T 2 OF 41 S 2-10 ACRES OF DRAINAGE AREA: SOURCE: VA. DSWC g CLASS I RIPRAP PLATE. 3.20-1 R7-8 HANDICAP PARKING Sl (r2M x 18 RESERVED PARKING MAY BE PLACED INTERNATIONAL SYMBOL ON ONE BLANK. OF ACCESSIBILITY ADJUSTING THE REQUIRED HEIGHT IF REQUIRED TO ACCOMMODATE THE ADDITIONAL LINES j VAN ACCESSIBLE REQUIRED EFFECTIVE PENALTY %100-500 DULY 1, 1998 j TOW -AWAY ZONE PARKING SURFACE CONCRETE WHEEL STOP (IF REQUIRED) HANDICAP PARKING SIGN DETAIL (NOT TO SCALE) ENTRANCE PROFILE Q Q W 12. 0' I O C) v �cl�� I Lj v� 96 108 " _ U_ 24 H2O LOAD RATING TOP 4 " INLET BALL VALVE WATER TIGHT SEALS REQUIRED. USE CONSEAL C102 BUTYL RUBBER GASKETS 'ALARM" SWITCH - 28 CHECK VALVE' "ON" SWITCH - 22"....... d "OFF" SWITCH - 10'=-,. tiVBS = � PRECAST 1000 GALLON TANK -96" TANK DESIGN PROVIDED BY: WINCHESTER BUILDING SUPPLY CO., INC. 1 (540) 667-2301 FAX (540) 667-3430 26.0' © 27. 30, 0' @ 27 CONTROL ° PANEL MOUNTED INSIDE I " OUTLET zN Lo 2HP GRINDER PUMP ZOELLER MODEL 820 OR EQUIVALENT GZOELLgR p ENGINEERED ZOELZE/ I f PRODUCTS L LOUISVILE, KY, OUISVIt1E, KY. PUMP INFORMATION PROVIDED BY: JNO. S. SOLENBERGER & CO., INC. (540) 662-3457 832 BERRYVILLE AVENUE WINCHESTER, VA 22601 CG 11 I r xx STREET ,APPROACH SAME A -1 SURFACING AS MAJNUNE (RW)UJS TO BL AS ROACVlAY SHOWN ON PLANS) ri C C 1I I (RADIUS TO BE AS 412 Y B / I RADIAL OM31NAT(ON I SHOWN ON PLANS% CURB aND CUTTER i t5T'0. CG-E1 ( - - -- - - 4) 1�_ \ • o. i gal - 1'.-�' _,•_.----� j I SIDEWALK I I x+x (H.E.S.)- 6,_ t OPTIONAL G.. CONCRETE FLOW LINE I EXPANSION JOINT EXPANSION JOINT-�-��-- _- S 0 JO SECTION C-C NOTE' WIDTH "B_ MANLWE ROADWAY SHOWN ON TYPICAL SECTION. A „J \ t PLAN !IE N CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. E. WHEN THE ENTRANCE RADII CANNOT ACCGVMODATE THE TUR ING REOUIREtdENTS OF ANTICIPATED HEAVY G' PARABOLIC CURVE TRUCK TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS WITHIN THE LIMITS OF THE RADII SHO'JLD BE EDGE OF SHOULDER OR OPTI N FLOW W INF AI 8 %MAX. LOPE CFaANC£ ,_ D - INCREASED 70 7". O t 0 L - P� -_- --- WHEN T 1 I R Nl'RAN BUILT L S U. CG S USED 0 E CES BU L AIN_ I, = ROADWAY - N CON� CT;ON WITH H VDOTPROJECTS, PLEASE f s%VAX. D "- NOTE THE FOLLOWMG SLOPE CHANGE 40' MIN. FOR STREET _ "-_� 0 XX IAANLINE PAVEMENT SHALL BE CONSTRUCTED 5' MIN C NN CTt N TO THE R/W LINE (EXCEPT ANY SUBGRADE 20' DESRABLE =0R COMMERCIA STABILIZATION REQUIRED FOR MAINLINE ENTRANCE PAVEMENT WHICH CAN BE OMITTED IN THE ENTRANCF.) SECTION A - A A RADIAL CURS OR COMBINATION CURB FOR RE GUIDELINES GRADE CHANCE D BEYOND'7HE RHVI'LNETEXCEPTNSTRFOR'JCTED REPLACEMENT PURPOSES. WHEN USED IN CONJUNCTION YIITH STANDARD ENTRANCE VOLUME DESIRABLE MAXLMi1M r ^G-3 OR CC-7, THE CURB FACE ON THIS STANDARD IS 'TO BE ADJUSTED TO MATCH THE VOUNTABLE CURB CONFIGURATION. HIGH ORE THAN 15GO VPD) C 3 % MEDIUM(M (540-I500 VPD) b SEE STANDARD CG-12 FOR CURa RAMP DESIGN O BE JSED WTH THIS "Ta\DARD. LOW (LESS THAN 500 VPD) < 6 a % X PLAINS ARE TO INDICATE WHEN CONSTRUCTION Or A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE, OPTIONAL FLOWUNE MAY REQUIRE WARPING OF A POR110N OF CUTTLR TO PRECLUCL PONUING OF WAFER SECF F,'A ION RE F;ERFNCF METHOD OF TREATMENT - CONNECTION FOR S7'REE I IN I-ERSEC IONS 502 AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 7101 203.0a 3' MIN. 12: 1 12.-1 N CG-6 CG-6 NOTES• " 1. H/C SPACES MAY NOT EXCEED A 29" SLOPE. 2. RAMP BUILT TO UDOT CG-12 STANDARDS, J. WHITE STRIPING SHOULD BE 3" WIDE 4. H/C SIGNS TO BE SET Y BEHIND SIDEWALK OR MOUNTED TO BUILDING IF POSSIBLE. -_ N N N cl Q6- �W (N 00 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. DUMPSTER & SCREENING FENCE DETAIL N. T.S. I i RI-1 RI-3 Rt_s 2B 4 Stop Sign (R1-1) STOP signs are intended for use where traffic is required io stop. The h whit e e STOP sign shall be an octagon tte 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 v 2d inch size may be used. At a mulUwa)' SIOG intersectior. ,se,: ,k vunolemenrary plate (RI-3) should be mounted iust oelo%% earn STOP sign. If the number of approach legs to the intersection is three x more, the he numeral on the upplernentary place shall :orrespond to the actual number of legs, or the -.t 1 v -V� Y e used, T' e u Iement r rate shall teeend ALL -WAY (RI-4) may b u n s a ( ) PP P have white letters on a red backgroun- and shall have a standard ize of 1' r x ) S R -� . f, inches Rl-3 or 18 6 ache. n ) ( , A STOP sigr beacon or beacons map be use- ,r _,onjumtion With a STOP sicr e, described in Section 4E-4. Secondary messages shall not be used on STOP sign faces. ROADSIDE SIGN RURAL DISTRICT i .'R M'NOP OROSSP.O F z� w z w 2: U, w 2:000Z (n U H �L7Qw 0LLI IUj Ui W Z to :> wl�¢� a ct O E LJ LU O �afce< WaoQo I 00 a. � ¢ C) ti Q O rC)r �`' V ® O Z r "��� p ti w Q, o o -Jr CTlU v, a�lld C w a r , �.J w V Q r~r^^ Q O DATE: JULY 15, 2006 SCALE: N/A FILE NO. 0175 SHEET 5 OF 5 LEGEND FCSA CONSTRUCTION NOTES VDOT GENERAL NOTES VICINITY MAP Rev. Mar 2DD6 � EXISTING FEATURES . 1. The Authority's Water and Sewer Standards and Specifications are available at www:fcsa-water. corn V2. All work on this project shall conform to the current editions and latest revisions to the Virginia Department of Transportation (VDOT) SCALE 1 "= 2000' , VA w C o 0 o 0 �_► N 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 Virginia Erosion and Sediment Control Regulations, and any other applicable state, w ® :3 r\ EXISTING EDGE OF PAVEMENT __....... __ __.___._... _.._...... ._ L P 3. The contractor shall adhere to standards and specifications in effect at the time of construction, federal, or local regulations applicable. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the C EXISTING EDGE OF GRAVEL_._.._----___....._..--_--.___�.'._'__............ 4, The contractor shall coordinate with, and arras e for ins ection b the Authori g P y� �, most stringent shall govern. cu ,�` O 0 o d V a 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 Q p� SITE _0 EXISTING CURB AND GUTTER -,X C'C' - 6 ; 6. When an existing water main is tapped for the installation of a new line; Occupational Safety & Health (VOSH) Rules & Regulations G ti o QP _._.__ ___...__..____ _..____-___ _-._-.___.__..._. __._.___.._..._ .____ a The Authority shall furnish all labor and material, ) t3' b) The V3, When working on VDOT right-of-way, a// traffic control, whether permanent or temporary, shallbe in accordance with the current edition a -� ti~ ._., �. � ® EX. INTERMEDIATE CONTOUR <:; contractor must., of VDOrs Work Area Protection Manual. Furthermore, all traffic control fiaggers must be certified in accordance with Section 104,04(c) of o� I M o EXISTING INDEX CONTOUR C} 1, make application and pay deposit, 2, mark the tap location. the VDOT Road & Bridge Specifications. .� t i o N m EXISTING SPOT ELEVATION ' 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, Jw Q Q @� ,: .`ir'7. r'1 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authoritys Inspector. controllers, etc,, owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity, VDOT approval of these plans does not indemnify a EXISTING TELEPHONE LINE -------- ---- ------ - -------- --------- -- EXISTING SANITARY SEWER -,........_. _._.w...-_-._-,� 8, The Authority's maintenance department shall furnish and install all water meter through 2" in size. It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. responsibility. the developer from this possibility. p ���`�� oQO � U) o N M Before a permanent meter is installed: a) The meter box, with its frame and cover, must aligned with the coppersetter. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed ROUTE 37 O }� EXISTING ELECTRIC SERVICE --- -- - - - -- -- properly necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. b) The frame and cover shall be set to final grade, PROJECT INFORMATION - EXISTING GAS LINE ;: ° '; - - - - c) The distance between the top of the cover and the coppersetter shall be between 18" and 21 n d) All components of the meter box assembly shall be in proper working order. V6, Prior to Initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use ermits for an work on VDOT P 9 9 ry P Y right-of-way. EXISTING STORM SEWER_F. RCP �.... J� 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. 9 9 V7. If required by the local VDOT Residency Office, a pre construction conference shall be arranged and held by the engineer and/or • • _.. .� ; •.• Owner Contractor WINV, LLC -McClung-Logan Equipment Co.Construction Management, Inc, EXISTING FENCE LINE - - ,`<' - - ;- - -- developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. b) An Application for Service must be made and fees paid before work will begin, 4601 Washington Blvd. 360-2 McGhee Road EXISTING DITCH LINE _---- -- ----- - -------------- - _-- -- c) The Authority shall furnish and install 5/8 ; 3/4 and I" water services. Baltimore, MD 21227 Winchester, VA 22603 665-0693 i d) For all 1 1/Z " and 2" water services, the Authority shall make the tap and bring the plying to the V8, The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time, VDOT Phone - (800) 638-6012 (Tom Logan) Phone - (540) EXISTING WATERLINE W/ TEE - r K' - - • 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, ! ` install the meter. 1A C� d. Oyy EXISTING FIRE HYDRANT ' '°;, L %v. F-h _ -, .._, . EXISTING WATER VALVE `'' e) The Authority will install all sewer laterals. 10. An water service line must have a backfiow revention assemb/ double check valve or RPZ as re uired ,The assemb/ must meet y p y ( q ) y V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained In accordance with Section 3.02 of the Virginia Erosion & Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within Property Data Building Setbacks Per Code Proposed Tax Ma Number 43-(19 -55 Front: 75� 279.2 p ) 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 160 Kentmere Court Left Side: 25' 150.2 ati w m EXISTING REDUCER zFa, - ~- -...a, ; m ....•,._.- Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Area 4.966 acres Right Side: 25 76.8 11. All 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, Zoning M-1 Rear: 25' 95. 0 ,-, Q) cC EXISTING TREE DRIP LINE ASSE Standard No, 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backf/ow prevention unit. Radio read remotes are required, Legal References #050009480 Existing Use Vacant Parking Setbacks Per Code Proposed r= J V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. Proposed Use Heavy Equipment Front: 25' 25.0' o z �o PROPOSED FEATURES 12. FCSA to review the mechanical plan(s) for design and material approval of, ' I) the domestic water meter and its backfiow prevention Sales and Service Left Side: 5' 12.8' device, and/or 2) the fire service line's backflow prevention device. Right Side: 5' 10.4' V11, All 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' 25.0' PROPOSED EDGE OF PAVEMENT PROP EP GENERAL NOTES possible shall be installed under roadway drainage facilities at conflict points, o = 54,075 sf Open Space Minimum 25/o 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 17% = 5,552 sf F.A.R. Maximum 1, 0 z o W o z Q z = 1, Permits must be issued from VDOT prior to any construction in a public right-of-way, construction shall be immediately brought to the attention of the engineer and VDOT, Work shall cease /n that vicinity until an adequate design can be determined by the engineer and approved by VOOT, Use Far Parking Unit Tabulation F.A, R. Proposed 0.04 z , o � a PROP, CURB &GUTTER PROP CG-6 2, The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VOOT representative prior to placement and fill. Office - 1950 sf 1/250 8 Building Data Warehouse - 4 1 er em to ee 4 P employee U4 Q Q W a o 0 Q W cn z az o Z3 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 identified and labeled as belonging to a Type of Construction 2B - Metal Proposed Area 9,300 sf z W Q z a z w z project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. Height Maximum 60 feet W z m Q o PROPOSED CONTOUR ,50 4, Any damage to neighboring properties including county roads and sidewalks, caused by the development of this site will be the Height Proposed 30 feet Total o o z z IT Ro PROPOSED SPOT ELEVATION +50-QQ responsibility of the developer. All damage must be repaired to original conditions. 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 Total Parking Spaces Required 12 � o 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 Proposed Parking Spaces 12 PROPOSED STORM SEWER PROP. 24 "ADS contractor must maintain 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 in ors, ff-accordance with VDOT Road and Bridge Specifications. Certified copies of all test reports shall be submitted to VDOT daily, unless specified Sign Data # of Handicap Spaces Required 1 PROPOSED SANITARY SEWER S S 6, The contractor will ba responsible for adequate and positive drainage of this site, otherwise. Sign Area Allowed 100 sf Proposed Handicap Spaces 1 PROPOSED TELEPHONE --- T - T - 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 specified by VDOT. Sign Height Allowed 60 feet 1 # of Loading Spaces Required PROPOSED ELECTRIC 8. All construction will be done following the laws and guidelines set forth by OSHA and VOSH, Proposed Loading Spaces 1 PROPOSED GAS LINE 9, The contractor will notify engineer of record of any discrepancies between the approved plans and existing site conditions, V16. The installation of an entrances and mailboxes within an dedicated street right-of-way shall meet VDOT minimum design standards and is y y g y g the responsibility of the developer, w z w U z 2!uopz M U Contact Numbers ,/ SheetIndex ex PROPOSED WATER LINE 10. The developer is responsible for the relocation of an utilities required b this site Ian. P y q y P V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account basis following the Manual On Uniform Traffic Control Devices, o ~' "' L w z a Z w � „ PROPOSED WATER METER 1 WM receivable w w 11, All Erosion and Sediment Control devices shown on this site plan shall be installed prior to construction, z = c"n PROPOSED F PROP. FN R POSED IRE HYDRANTdeveloper� o i2, All controlled fill must be compacted to a minimum of 95/o density following Method A of the Standard Proctor ASTM-D698, V18. The must provide to the VDOT Residency Office a list of all material sources nor to the start of construction. Co ies of all P y P� P Surveying & Engineerin Firm; C;goa a w � z o AASHTO-T99 or VIM-1 as applicable. An fill laced under buildings, structures or pavement must be inspected and approved b a PP Y P 9 � P P PP Y invoices for materials utilized within an dedicated street tight -of -way must be provided to the local VDOT Residenc Office prior to y P Y P GreyWo/fe, Inc, (540) b67-2001 Cover Sheet &General Notes Sheet 1 a- a a CL d o professional soils engineer, A geotechnical report supersedes this note if provided, acceptance of that work. Unit and total prices may be obscured. Contractor, Grading and Utility Plan Sheet 2 Erosion & Sediment Control and Landscaping Plan Sheet 3 UJ & o a 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 CMI - Kevin Kenney (540) 665-0693 Zoning Enforcement: Drainage Divides and Erosion & Sediment Control Notes Sheet 4 g 13, The contractor is responsible for contacting MISS UTILITY prior to any site work. All utilities shown on this plan are approximate the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-ia A certified compaction Department of Planning (540) 665-5651 Details Sheet 5 o o 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 ¢ o -4 ` to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and Site Inspections., o o ; NEIGHBORING PROPERTY LINES 14, The contractor will 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. V20. Asphalt concrete pavement shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be Department of Public Works (540) 665-5643 Sanitary Sewer and Water: 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 in Section 315 and VTM-76. A certified compaction technician shall perform these Fred. Co. Sanitation Authority (540) 869-1061 PARKING SPACE TOTALS 12 tests, Certified copies of the test reports shall be submitted to VDOT dal/ , unless specified otherwise, A VDOT representative shall be P P y P P be Telephone Verizon (301) 954-6282 17. 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 present during the construction and testing of the control strip. Electric: Al/eghany Power (800) 654-3317 ADA HANDICAP PARKING STALL Gas: Shenandoah Gas Co. (540) 869-1111 DEPARTMENT OF INSPECTION GENERAL NOTES V21, In accordance with Section 302,03, the foundations forpipe culverts thirty-six (36) inches and larger shall be explored below the bottom MISS UTILITY, 1-800-552-7001 SIGNS of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to O the engineer and VDOTfor approval prior to placing pipe, Foundation designs shall comply with VDOT Road and Bridge Standard PS-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall Zoning General Notes 1. Buildings the Virginia Uniform Statewide Building Code S, B Business the Intemationa/ SANITARY MANHOLE IDENTIFIER shall comply with amd use group storage, and use group of g P y g g g P g g P� Building Code/2003, Other codes that apply are ICC/ANSI All 7.1-03 Accessible and the Usable Buildings &Facilities, be determined b the engineer and approved b VDOT, y g pP y 2. A design licensed the Commonwealth Virginia the for building Plans Maximum 1, Exterior lighting will be provided by wall -pack lights attached STORM DRAIN STRUCTURE IDENTIFIER ❑1 professional of of shall seal structural plans submitted permits. must show all ingress/egress locations to the exterior CABO 117,1-92 and meet requirements of Chapter 17 of BOLA. Environmental Existing Disturbance Proposed to the building & lightpo/es. LIGHT POLES per 3. Maximum slope across handicap parking stalls shall not exceed 2%. All required egress doors shall be accessible to a minimum exterior area for V22. Approval of this plan shall expire three (3) years from the date of the approval letter. Features Acreage Allowed Disturbance o o 2. All lights will be shielded or directed to prevent glare on neighboring properties. Q Z U) ti assisted rescue, section 1003.2,13.7IBC, Note fire ratings around this door if this section is utilized V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VOOT. Floodplain 0 acres 0% 0 /o 3, Outdoor trash receptacles will be in an enclosed six (6) foot n 4. The International Plumbingcode requires testis of the sewer um station to the rim, q 9 pump V24. VDOT Standard Guardrail shall be installed where warranted and as proposed on these plans in accordance with VDOT's installation criteria, P o 0 Lakes &Ponds 0 acres 0 /0 0 /o fence. Q LOCATION OF TEST PITS Final approval of guardrail layout to be given by VDOT after grading is mo fly complete, Wet/ands > IAC D acres 0% 0% Sinkholes 0 0% 00/0 4. This project will not disturb any environmental features as W N ti Z acres defined by the Frederick County Zoning Ordinance. EROSION &SEDIMENT CONTROL FEATURES FIRE MA RSHALL GENERAL NO TES TRIP GENERATION DATA Natural S. W. 0 acres 10% 0% Retention Areas 5, The owner will be responsible for obtaining or granting easements shown on this plan. W > Q V LIMITS OF CLEARING & GRADING - - - - - - LCG Q Steep Slopes >50% 0 acres 25% 0% 6. Easements will be recorded and copies sent to the parties Involved. U U INLET PROTECTION ® lP i. An inspection by the fire Marshall's office will determine where curbing must be painted yellow, 2, "No Parking - Fire Lane "signs will be placed on the site by the Fire Marshall s direction. o o/ Woodlands 0 acres 25 /0 0 0 7, A# utilities that will service this site must be placed underground, Q cz � W ® Z LCUI ITE AM_ PEAK HOUR PM PEAK HOUR 3, The contractor must align the fire hydrants to the direction as determined by the Fire Marshall, o O O LC CODE ITE USE FLOOR 11111 IOUTITOTALI JIN JOUTITOTALI ADT OUTLET PROTECTION P ® OO 4. Burnie brush piles of natural vegetation requires a permit. Burnie construction debris is prohibited. 9 P 9 9 P 9 P I U) CHECKDAM CD ® O 5, Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed. .,roc APPROVALS SP �i` 52 - 06 120 General Light Industrial 9,300 sf 7.5 1,0 _ 8,5 18,0 1.1 9.1 64.8 RESPONSIBLE LAND DISTURBER DIVERSION DIKE OD DATA TAKEN FROM THELT,E, MANUAL 7th EDITION Frederick County Zoning Administrator Date SILT FENCE W/ WIRE SUPPORT X X SF NAME; /� LA ! p V DSCA PI NG NOTES Final Site Plan Approved by Frederick County Planning Department Reviewer Date RIP RAP RR CERTIFICATION #: 0 0 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, SEDIMENT TRAP o ST EXP. DATE Landscaper must stake and guy all trees. Stake locations must avoid utilities. 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. 2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval, 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: J U LY 15, 2006 1. The Responsible Land Disturber is 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. 4, The Frederick County Department of Public Works approval is not enough to begin site development. The owner/contractor must obtain a SCALE: N/A CONSTRUCTION ENTRANCE CE 2. Note: An on -site re -construction meeting is required with the Owner Site Contractor, Public Works & Designer prior to commencing an P g q q P g y 3. Landscaper shall use shredded mulch in al/ 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. 017 5 site work, 4, Plant substitutions will be allowed with the 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 5 Survey Notes: 1, Boundary Survey data shown per unrecorded survey plat by Greenway Engineering titled "Final Subdivision Plat of a Portion of the land of Lenoir City Company of Virginia - Lot 24 - Stonewall Industrial Park`. 2° Topographic and As -Built Information provided by Triad Engineering, This information is current as of March 241 2005, ,C) FH SSMH TOP= 767.36' INV OUT=760.85' WV \ OTHER LAND OF LENOIR CITY - _______.. F COUNTY OVIRGINIA �xF.0 ', TAX MAP 43-19-2 E: f, WV ..4 . X 48\ N/L LAT N/A TER OR 344 PG. 235 ER " " aL STUB T /ONE till USE V NT DRAINAGE ' ST our _ . ACA ,' , D _.„__. ......... .._„._r._ -_ , � - �' 10' RA .GE � i ,.L, % SE UTILIT' ,EAI✓IENT r _ e RESERVATION f- I UP 6'Berm Along Fence for Screening .; PE N 66 74921 is u ' ;J ' 12 03 E 504.3E - - ' 6' CHAINUNK SECURITY FENCE r—x—r—x—r—x—x—x—x—r—x—x—i—x—x—r—r—x—r—x—x..-.. IRF i - �' �� Shed . _. __ _--__..- _-- _-_--__ _ --_- -- - - -.--- _ j I 450 sf 5. fi r 69Q + t 20' of 15 ADS `�°, ` t, FF=746.8' f i ; , i 6 �� — — — — — — — — — — — — — — — — — — — — — ,'� ;2 ; I f,' SMACK 7 15- it ; ' 10, DRAINAGE & 3Door r f UTIOTY EASEMENT 120' gar CONC. - 1 + qESERVATIOnI IRF r 1 Elev=7463 6 i may''` ° I 0 � i PILE.7 /r ' 1 I PJ/F TBR TAR .& CHIP ;r 46Q 30' BETTY G. McKOii�,^d OUTDOOR j 1 DISPLA AREA T DB.�, B PG. 700 i (',�-�, i / � `SDR=� • �AN • SEWS, r � t I • � I l-A FRAL:' EQUIPMENT R HEA ZOTIE: M l (.ISE.' VA('AI; . VY IRF I Q 1 i i (;rave! Area for Gravel Area for i iHeoq t z 569 uipment Heavy Equipment Outdoor VARIABLE WIDTH are i r 1 I' ' Mobilization }I SANITARY SEWER EASEMENTQj ; • �' m � ,�' • i � '` ° 1 i 1I 20' DRAINAGE .n 1 ; ,.... , . • . 62� -' I t & UTILITY j ,. t �41°c + ( v , t j Iv t �:V W � 12 X45' ! LOADI ;' I �, a kGMIA TER N _ STUQ. 00T \: % o l 46Q 1 " j. i �`• 6 o $ 95.00, 46-Q { . �. i r� s ;! I r 14 Door !I OH 43� Door i 4 Mon Door M s iY j i Q `• '� io t,, an Ooor 5x5' Level Rescue Area + 18.. is W/L LA TWA Warehouse -Shop 2 e �' ►ram' A� xx ;� „EX.t 3. .�.. ¢ �"' '-l- .+ I = _ .?, 850 sf GRAVEL.. 4 l FF=746.50' } l 14' OH Door, " DRIVEWAY a ~,/P PEJ4920 I 14' OH Door :�j I D r ANCHOR h' ��... •.`~ `. cl5 �'— cts o• ' �' ''' o POLE 7 / OH Door r 7 1 lFtt , 47-0 20' gate TPod f(r'xe) r. 4 . 1 3 3 8, g Q�1 0 c� � x 4 m ' � H i '� - �S 455 4 + i I o 0 1000 ollon x '� �► L__� g Office x" �• - um tank 6� BOARD x— i E f 24' pump 1 ON ARD OPAO lop=746.2' .9465 g U FENCE'' 45 f 50 , \1 SR 12 465 - wv R V) SSMH G r,r hb _._ �- C-) TOP=750,42' "� _: - f���� �� �4 �� �' �' 1jr'e.;j MS 44'7 415 ' l 7 3.65 z,. 1 :n -- 1 05 llv'V I d= 4 �� v. / � , /- 51u►� ,Go�i Et � 5 � �` 'r IRF llff OUT=741.65' 1x e r- B o ° E, Fo i UP SIGN / yS £ f Gl5 / 31� / — 128' of 15' ADS 4 ' SDR- 21 SAN. SEl41ER �,"_ a \ 1 ; P74919 / % e s : LATERALl� C/off-'.t`/ +4 'ao 8' talf Dl-1 (4' di 750 7508 l / \� o 44, , 3a" .7�48 4, ��D t 126.0• STOP 42 or 5' 479 SIGN �Q WIL C"! UTILITY EASEMENT x . { Pl N u'46 7 i o 15 1 i _ . R CD 745 745' ' �/ 2 p , w 46Q RESE , A TIO 4.9 47 LOT r 4g'070 9 8 SDR-21WATERLINE 740 740 7� - NIF 1, O "' -16 NL NRY C BUETTPJER JR. G `' LOT 25 - STONEWALL INDUSTRIAL PARK m ; '� s -'�P TAX MAP 43-19-45 �4` s \t GE`TPR INSTR. j 050009124 c„ f ,� C 735 __.x. _q 735 E� 1 ZONE.- M1 USE. LIGHT INDUSTRIAL L' WA TER C)! �, i WV �, 43QIR UP STUB OUT ` PE4 764 CIO 26 v ! v Q� \ � 12' 15 ' CMP INV 740.30 o v N o VDOT Entrance Notes: 2 'h 15 " CMP ! IA/V. = 740.23 1 ". o cn o cV �\, �, , h, 1. The VOOT Feld inspector shall approve all forms prior to pouring curb and gutter at entrance. 2. The VOOT field inspector shall make the final decision on placement CG-12 ramps if he 0+00 0450 1 +00 1 +50 24-00 2-f50 3+00 deems them necessary. WATERLINE PROFILE3. The stop bar shall be thermoplastic. 1 "=50' Horizontal, 1 "=5' Vertical �"' °' � `��`•�\'� • � • -•- 4. The entrance shall be built to VDOT standard CG-11 specifications. NUMBER DELTA RADIUS LENGTH TANGENT CHORD CHORD DIRECTION Cl 5604749" 75.00' 74.35' 40.55' 71.34' N 04'�35'55'E C2 5305555" 50.00' 47,07' 25,44' 45,35' S 0600152"W C3 29015010 770.00' 393,09' 200,93' 388.84' S 353336" E 4 " OF 30O PSI CONCRETE W/ ` FIBER 4" OF 21-B COMPACTED TO 95% DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL SIDEWALK SECTION ti 2" OF SM-2A 6" OF 2 1 - B COMPACTED TO 95% DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL LIGHT PAVEMENT SECTION IN THE PARKING AREA 2 " OF SM-2A 4 " OF BM-2 a P&D 8" OF 21-B COMPACTED TO a 957, DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95Z DENSITY TYPICAL HEAVY PAVEMENT SECTION IN THE ENTRANCE & DRIVE AISLES c ~ 8" OF 3000 PSI CONCRETE W/ WOVEN WIRE REINFORCEMENT o 8" OF 21-B COMPACTED TO 959 DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL DUMPSTER SECTION 04N6 8" OF 21-B COMPACTED TO 957, DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL GRAVEL SECTION N/F OTHER LAND OF LENOIR CITY COUNTY OF VIRGINIA TAX MAP 43-19-2 DR. 344 PG. 235 ZONE.' M 1 USE: VACA,V T ,yr /F JAMES T WIL SON T4X MAP 43- 19--44 INS TR. J0500012J I ZONE- MI USE, COMMERCIAL 1 1 30' 0' 30' GRAPHIC SCALE ■ Y C13 0) O C O o 0 CD Ufu fu ® O � •>1 � U N N O v o N M a) an � o it 5 � o c v Z W O Q W ~ cc W m ` O � LLJ ZE O L ~ C ~ LIJ � Q z z m z Lr) w co yv> O oo y cr) z �4 V) Q 2 z w o U W W w w Z U O 0 H z w U � 0 Z Q c0 Z w z o Q o W i � a Q 0- a 0w U J z 0 � o o 0 o -, 0 w 0 0 � � � 0 0 0 rn �D � Oo 0 .-, o rn o ., "Zt 0 DATE: JULY 15, 2006 SCALE: 1" = 30' FILE NO. 0175 SHEET 2 OF 5 grade yet sty LANDS'CAPING DATA Parking Lot Data W dla. schedule 40 steel pipe filled with concrete and painted finished ellow grade 18, dia. as required tin. - 8" max. BOLLARD DETAIL pad V-6' dia. x 6" deep 4" stone stone to be screw minimum of 6° type above top of base adjustable locator marker stone valve box J ston joint rest nts J` mechanical joint swivel tee with 6" branch FIRE HYDRANT ASSEMBLY .10 SEP 05 SDR 35 SDR 35 spigot R spigot by by SDR 21 gaskated bell gasketed bell 45° bend adapter 2' ----T minimum SDR 21 SDR 35 8" x 4" gasketed pipe SCH 40 gasketed bell and fittings solvent Wye weld cap property V line finished grade 1 6- location mark 36' min. co�er ston 45' treated 2 x 4" with -- top 6° painted 4" pipe at green 2.00% minimum grade oil r ur I N r 61'Berm Along fence for Screening i r, O - i I I77/77 , { p iV . /r T � } , 1��^ , � :' A".. • � i 1 (fir � ,p a''i a"i tlICY- S / I" i•� �I bm I C h1 �c 1 1 i � `.r 2)L +'\. � j / '� i+ , • • ,•., i:. f � j1i r.. ' i az i � 1,,,:, A ' t, ,• :.,,!i•'' `fit ., 1 . i 1'�i ,.. - , •C 1: 1 � i i "� / i � � 1' 1,+ •:",`, ., �" � yt I � # 7 �. � / j ;j' is 1 . 41 DD d i ti CO 7 ° „ , } i r ---G Opaque a e cL Fci en'�x , ,•-+x 7> o� m ao 0 � Zw2�� W ��V�Q� _ Y xt ... t w , t i'' ,n,•.F,'8, N ° i i' V7 Z a w / SF Z Z m R , fir , f ,-" j ( w j ,1 Lz V q c 00 1 � LL � � _ C t I O a�/ ° c • `/ P h i / f'hr. �; V O O o N �.� + ...,. ,... l t ' j 1 5 :' 5 „ Batt � '� � 1 '+�\ �1 ; $ •t:✓ }„ '? / 0 /s 1 t _ IP �'�(: / � , ' ., w• t t t' ' t a' , 1 > • �'�� O i { 1 ST ~ cn 7 ` atl'a s / 748 /� /. OP v tLLJ \ t s E / 1 s /• �4 O z I;tT � L_ CD o O Z \ T / _ - O Z A 1: CE :� f, w /'''� Q (n OP _ w w z kiln r DD a rs ; _ > 0 t� 1� cUJ JwOLup ' r'Icy- Ce 4. 'EYr oc Seeding Schedule (per section 3.32 of VESH) / W ooao 1.) Topsoil will be spread at a minimum depth of 4': \ Q '! . - : " . " �" 2") Pulverized agricultural limestone will be incorporated into the soil at a O1 `� -�tl r" rite of 92 lbs per 1000 square feet (2 tons per acre). V, , r� % 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 of75% Kentucky 31 Tall Fescue, 10% Annual SEWER LATERAL : \ \ 1 Rye, 10% Foxtail Millet, and 5% Red Clover at 200 lbs per acre, FOR MAIN WITH COVER 15 FT OR LESS SEWER CLEANOUT �` \• \ t\'`, T2'X15 cUP 5.) Straw mulch will be applied to all seeded areas at the rate of3500 1NV. = CUP lbs per acre and anchored with cutback, or emulsified asphalt applied at -17- SEP 05 -19- SEP 0s ` • . >\ a rate of 200 gallons per acre. 12"v15 CUP - _ �'.�. �`..�/i 1Ptt;lTEh STANDARD i� I" 24" select backfili 6° All backfill to be compacted to 95% of ASTM D698 maximum density. 6° CONCRETE ARCH 24" select backf ll s° i CONCRETE ENCASEMENT TRENCH & BEDDING -1- hackf ll Trees Requirement Calculation Per Stalls 1 per 10 Stalls 12/10 = 1 Per Impervious Area 1 per 2, 000 sf 101, 596/2, 000 = 51 Perimeter 165-27-B-11,a 52 Trees Green Area in Lot i 5910 of 5,310 =� 41415,310 = �- 265 sf 8010 provided Planting Size Mature Symbol Common Name Botanical Name Fall Color Quantity Height or Caliper Height C f 3 RB Redbud Cercis Canadensis 2" Caliper 20'-30' Yellow 6 l� DW Kousa Dogwood Cornus Kousa 2" Caliper 25' + Purple 8 RO _0 Red Oak Quercus Rubra 2" Caliper 50'-75' Brown 2 LL Little Leaf Linden Tilia Cordata 2" Caliper 35'+ Brown 36 - LC Leyland Cypress Cupressocyparis 6' tall 35'+ Green 22 Leylandii OUTLET PROTECTION CUL VERT SIZE Q r, 10- YR WIDTH A APRON LENGTH WIDTH B STONE AREA SY 1 15' 6.6 cfs J.75' 12 11.25' 6" 10.0 2 15 " J. I cfs J. 75' 12' 11.25' 6 " 10.0 J 15" 1 11.9 cfs J.75' 1 12' 1 11.25' 1 6" 10.0 finished grade ' concrete skid pad 10° 181 dia. x 6" deep x ; r 4' stone Panella Model PA4SV-CSK (41 Qpo Valvco, Inc. cast Iron cleanout cap with Fig. No. brass plug having a v�v 71608 countersunk square head with Ild marked SDR 21 - ceanout pipe 'SEWER, bottom section of box brick base sanitary sewer main SDR 21 wye SDR 21 45° 45° be SDR 21�rY w. 61 stone bedding I L -� Both joints of the fitting shall be restrained. in addition, all joints within the recommended length (L) on the large side of the reducer shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) SMALL LARGE SIDE JOINT SIDE PVC DIP JOINT 6' 8" 10' 12" 6" 8" 10" 12" 6" -- 40 60 60 -- 20 40 40 8" -- -- 40 60 -- -- 20 40 10" -- -- -- 40 -- -- -- 20 REDUCER 24 select beckfill L ` I^�---- 1/ 1/2 O.D. 5 I- r--- L L --�j In addition to restraining the connection, any joint that falls within the recommended length (L) shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) PVC DIP 6' 8" to- 12' 6" 8" to- 12" 60 60 80 100 40 1 40 60 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS 1 OF 3 SEP 05 -2- SEP 05 Prune codom/nant leadeF.- �' "' O N07' prune terminal tips leaPrune rubbing or v cross bronche�'-K Prune narrow crotch angles & water spouts _...----Prune broken branches Remove tags and labels_ Cut belting Prune suckers away all ropes 2"-3" mulch kept Remove top of wire basket \ away from trunk / Soil well lir -contain water •..,•a.•„•• ) ` Bockfill soil Partially bockfill, water to settle Widen and s� � holes In wall soil, /finish bockrilling Rer»ow container and cut Area for water drainage (Pipe circling roots it or the could container -grown, or as be installed) much buffo sibk it p as field -grown Leave solid soil pedestal - do not dig deeper than ball depth ' Dig hole 2-3 times root boll width f TREE PLANTING DETAIL (NOT TO SCALE) ----Lr { --Lr-I TIn 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 too's requirements for Lb. A wye shall be restrained per a tee's Lr and a 45' bend's L requirement. RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b 1r 1b Lr Lb 6 X 6 20 20 20 20 8 X 8 20 20 20 20 8 X 6 20 20 20 20 10 X 10 20 20 20 20 10 X 8 20 20 20 20 RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b U Lb Lr Lb 10 X 6 20 20 20 20 12 X 12 20 20 20 20 12 X t0 20 10 20 20 12 X 8 ZO 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 fails within the recommended length on each side of the bend shall be restrained. TYPE RESTRAINED LENGTH OF PIPE (Ft) RESTRAINED LENGTH OF PIPE (Ft) FRTING PVC DIP DEGREE 6" 8' to' 12' 6' 8" 10' 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 11.25 20 20 20 20 20 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS -3- 20F3 SEP 05 finished DOWN BEND DEPTH 4 FT. MIN. Ldi, �_ - DOWN BEND RESTRAINED LENGTH UP BEND DEPTH ed. I -+ Lu Vertical offsets contain down and up bends. On own bends, one joint horizontal n d be s, o J t facesand 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 LENGTH joint that falls within the recommended length on each side of the fitting shall be restrained (Ld, Lu). RESTRAINED LENGTH OF PiPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT, MIN, 5-12 FT. 4 FT. MIN, 5-12 FT. S1ZE/TTPE DEGREE OF BENDS Ld (DOWN) Lu (UP) SIZE/7)PE DEGREE OF BENDS Ld (DOWN) Lu (UP) 6- P4C/DiP 45, 22.5 & 11,25 20 20 to' WC 22.5 & 11.25 20 20 8" PVC 45 40 20 to* DiP 45, 22.5 & 11.25 20 20 8" PVC 22.5 & 11.25 20 20 12" PVC/OIP 45 40 20 8" DIP 45. 22.5 & 11.25 20 20 12' PVC 22.5 & 11.25 20 20 10' PIC 45 40 20 12' 01P 22.5 & 11.25 20 20 VERTICAL OFFSET RESTRAINED JOINTS -4- 3OF3 SEP 05 METER BOX and COVER METER SIZE METER BOX METER BOX COVER 5fW x 3/4' or 3/4' 18 in. Dia. Non -Traffic 74M32CRG Traffic A32HH-T 1° 24 in. Die Non -Traffic MC-30 (Frame) WITH RML-1-T (fop Lid) Traffic MG30 (Frame) WITH RML-12-T (Top Lid) treated 2'x 4" with meter box finished top 6" painted blue and cover grade -sidewalk--i 5It --� --'-24'--'- 1 " / . . .. // .\/.\�\/,* \, meter by finished 3" stone \ grade surrounding box ? 38 \� 11 CTS \/ lyethylene bi g (PET) 200 tubing 45 r. 12, psi with SS inserts \ j r at all connections \ saddle iT In th Corp x 46n 1 Opposite Side 6" 12 gauge insulated copper Same Side 1' coupling wire for line (PJ X FIP) C14-44 tracing, taped at with SS insert and 10 toot Intervals MIP plastic plug COPPERSETTER meter size Opposite Side Same Side 5/13'0/4' VBHC72-18WD4444-B4 V131-IC82-1OWD-44-44134 3/4' VBHC72-18WD-44-44-B4 VBHC82-18WD-44-44-B4 1' VBHC74-15WD-44-44-B4 - N/A - INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to installation. 2. Water service crossing street: a) Encase in 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. b) Install 12 gauge Insulated copper wire (for fine tracing) from Corp. stop to Into the meter box [wrap wire around Corp. stop; wire to be taped to top of PET at 10 foot Intervals; come up Into meter box and terminate level with angle bail valve]. 5/8" x 3/4", 3/4" AND 1° METER INSTALLATION -7- SEP 05 concrete pad V-6` dia. x 6° deep finished grade 4" stone-1 screw type adjustable valve box 48" min. location marker stone joint restrain valve restrained to main [stone 18'to24° 8°x 8"x 16" solid block (for valves 121 and larger) Note: this detail is also used for butterfly valves GATE VALVE -9- ~ V a%-111 W (,D r W ~Z P) r^-•r 1 WU.J U -LIZ DATE: JULY 15, 2006 SCALE: 1" = 40' FILE NO. 0175 SEP 05 SHEET 3 OF 5 --=-�' - - (WITH WIRE SUPPORT) EROSION & SEDIMENT CONTROL STANDARDS EROSION & SEDIMENT o r ; { 1. SET POSTS AND EXCAVATE A 4•X4• 2. STAPLE WIRE FENCING TO THE POSTS.TRENCH ALONG THE LINE CONTROL NARRATIVE v � OF POSTS. 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after finalt N i reached on any portion of the site. Temporary soil stabilization shall be applied within seven days o es ry p 1 � r\ rr dfad enuded areas that may not be at final grade but will remain dormant for longer than 30 days. Permanent C stabilization shall be applied to areas that are to be left dormant for more than one year, Project Description n 0 0 0 2. Duringconstruction of the project, soil stockpiles and borrow areas shall be stabilized or protected with P P This site is located in the Stonewall Industrial Park on the east side of Kentmere Court. The purpose of U I ' r _ sediment trapping measures.T he applicant is responsible for the temporary protection and permanent this development is to place 9,300 sf of buildings onto the lot to be used for heavy equipment sales and - stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. service. cp 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Existing Site Conditions o 0 •>, Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, N o Flow III 111 r mature enough to survive and will inhibit erosion. This area is a vacant lot covered by grass. Drainage flows from the north to the south. All development drainage N U i ,' , f "' 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap will send drainage south through existing easements. _ � sediment shall be constructed as a first step in any land disturbing activity and shall be made functional Adjacent Parcels v o -` ;?' ? 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. before Upstream land disturbance takes place. r`U� FENCE AND EXTEND IT INTO THE TRENCH. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions The surrounding areas are industrial zoned lots and state roads. The grading plan for this project proposes o .c immediately after installation. all developed runoff` to flow to the southeast through a pond and into the existing drainage easements 6.5edilment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. Off Site Areas � 1 - , ' {III �' :: • (ill a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trapshall only control drainage areas less than three acres. Y Al/ work including topsoil stockpiling will remain on site. / _...•• �,,i/ • r _ FLOW b.Surface from disturbed is flow from drainage than Soils ` �. r r runoff areas that comprised of areas greater or equal - III " e acres shall be controlled by a sediment basin, The minimum storage capacity of a sediment basin to three shall be 134 cubic yards per acre of drainage area. The outfal/ system shall, at a minimum, maintain the The soils types determined from the USDA's Soils Survey of Frederick County, VA shows Swimley (#39B) i r structural integrity of the basin during a twenty-five year storm Of 24-hour duration. Runoff coefficients used and Oaklet Silt Loams (#328) with rock outcroppings indicating Fredick Poplimento s. These soils have E / EXTENSION or FABRIC AND WIRE INTO THE TRENCH. �I FILTER FABRIC in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. medium erodibility and runoff Critical Erosion Areas _-' 7.Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that NIA W,RE are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected, This area is known for Karst topographyand contains limestone outcroppings and clay that shall be y dams traps. Special should be for evidence �� d ti¢ O J �y ^y -1 managed by diversion dikes with check and silt attention paid G�L m SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 8. Concentrated runoff shall not flow down curt or till slopes p unless contained within an adequate temporary of an sinkholes on this site during the construction process, y g O oo r, sb�a A WWI t or permanent cannel, flume or slope rain structure. h d _ to Z) -, fA 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. Erosion & Sediment Control Measures be �'z p CURB CUT DETAIL PLAN VIEW 10, All storm sewer inlets that are made operable during construction shall be protected so that All vegetative and structural erosion and sediment control practices shall constructed and maintained according to minimum standards and specifications of the handbook, 4/O� sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. Structural Practices z z Q z pZ II.Before newly constructed stormwater conveyance channels or pipes are made operations., adequate outlet I protection and any required temporary or permanent channel lining shall be installed in both the conveyance Install construction entrance (with wash rack if required by inspector) channel and receiving channel. Install culverts with inlet & outlet protection W o � Q W m o 0 LW 1 12. When work in a live 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 Install sediment trap Install diversion dikes Grade site and seed all exposed surfaces immediately upon reaching final grade � zoo Q z W z e z o j � c., Q Zt a � U 36" for these structures if armored by nonerodible cover materials. General Erosion and Sediment Control Notes (VESH Table 6-1) w Q v W a W z q m �/ C �^ /t /l C EXISTING TINIj DRAINAGE GL 4 � � - - - - - 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. ES-1. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be o o z z y o o � z \ - - 50' 0' S0' PATTERNS Z�, <,- N 2%SLOPE r 14. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met, 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. o 15, The bed and banks of a water course shall be stabilized immediately after work in the watercourse is ES-2. The plan approving authority must be notified one week prior to the pre -construction conference, one GRAPHIC SCALE completed. week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: ES-3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing, J) - _ - - - - --- - - - - 1 a. No more than 500 linear feet of trench may be opened at one time. ES-4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. o w � z U_ r� b. Excavated material shall be placed on the uphill side of trenches. z O - o z z z / / 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 ES-5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but limited to, off 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. � > Lu � w 3 LU 5 W z Z z Q o = o w � L) Ln a / d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and ES-6. The contractor is responsible for installation of any additional erosion control measures necessary to �aLuz a a U promote stabilization, prevent erosion and sedimentation as determined by the plan approving authority. > o LCG I / I e. Restabilization shall be accomplished in accordance with these regulations. ES-7. All disturbed areas are to drained to approved sediment control measures at all times during land ,o �, r , I` f,Applicable safety regulations shall be complied with, disturbing activities and during site development until final stabilization is achieved. Q o o M Q = 1.3 CFS (10 yr) o � CD 1 Slope = 0.5% 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to ES-8. During dewatering operations, water will be pumped into an approved filtering device, minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a pa ved or public road surface, the road surface shall be cleaned thoroughly at the end of day. Sediment be from the by transported to ES-9. The contractor shall inspect all erosion control measures periodically and after each runoff -producing i each shall removed roads shoveling or sweeping and a sediment control disposal area, Street washing shall be allowed only after sediment is removed In this rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices 10- r - De th=0.3' y P manner. This provision shall apply to individual development lots as well as to larger land -disturbing activities. shall be made immediately, 1 36" GRASS SWALE 3 18.A/1 temporary erosion and sediment control measures shall be removed within 30 days after final site General Note: LCG \ 1 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 The Erosion & Sediment Control Inspector 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 measures shall be stabilized to further erosion and sedimentation. CURB CUT permanently prevent the public and environment. Q CHANNEL DETAIL PLAN 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and flow rate of stormwater runoff Q \ VIEW peak for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria: �Q z 1 l + _._..__..� -._ _ __. _ .. -� - _.. _-_ _ l I ti LU QL l ( I cn � , C zi LCG --'' o 745 ; . 1 -'- _ ..._ ..__ _ 1 7451 l r "' 1 __...._-.___.. _ I � .__ _ ._.1-_ i .--.-_--_` _ _- _- - 745 I - l '" ' I C) W Q W � 7� ^01- 100 yr - 7423 ! I I 10 yr - 741.9___ _ -_ { 2yr- ? l ! i l 1 100 r - 742 3 - _ _. __ _ _ _ 1 yr-7-7 -_..._ ; f I 2 yr - 741.5 - z� V � Z �42 '� TE 740 I ' ; 740 i ! 740 -., . _ ._.._.__._.. Q V• OR M \, f ; I I I I � 15"ems'® o.sq ', ► o o 5� 10 LIMITS OF CLEARING '�i .e__� (b b I ��I ti I c, _ _o,� Z a)f & GRADING - _ - � , a � W �+ o IIcs /� LCG PROPOSED DRAINAGE od I + ...____�_l_� � _� Si ( + N`� + +I �. "' zz "� DATE: JULY 15, 2006 SCALE: 1" = 50' 50' 0' S0' PATTERNS 0+00 0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 GRAPHIC SCALE POND CROSS SECTION POND PROFILE FILE NO. 0175 SHEET 4 OF 5 1 '=50' Horizontal, 1 "=5' Vertical 1 '=50' Horizontal, 1 '=5' Vertical TEMPORARY DIVERSION DIKE 4.5' min. SOURCE: VA. DSWC i,omnr'ICt.P.rl Soil PLATE 3.09-1 PIPS' OUTLET CONDITIONS L 3do (MIN.) IIPE OUTLET TO WELL )EFINED CHANNEL d SECTION A -A f---' 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 NO PROJECTION OF PIPE ABOVE GROUND LINE PB-1 TOP OF FILL TOP OF FILL TOP OF FILL GROUND LINE H- GROUND LINE H GROUND LINE N-'-' rrrrrr rrrrr - 1 rrrr rrr 11 � rrrrr rrrr 1 � • - I- rrrr rr i I ROCK OR � 1 rr rr EARTH D'12" '41 r rr rrr rr D+12" --1 r rr UNYIELDING SOIL rr, D,12" r y r r EARTH d I. D/2 4" 104 a d t D/2 3 d I. D!2 ' BEDDING 14 I MATERIAL ll 1' MIN. 1110O- X I 0� % h �- D I I BEDDING MIN. PER PHR :�-MATERIAL TIn MIN. D T 7' L - MATERIAL X F� -D-�f �20 X DHr- MIN. B", FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION MAX. 24 ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PI E PROJECTION ABOVE GROUND LINE MIN. 15 x DMIN. 1.5 x D AI MIN. 1.5 x D MIN. 1.5 x D MIN. 1.0 x 0 MIN. 1.5 x 0 .a 1 - - PILL TOP OF r- TOP OF FILL TOP OF FILL H -`-- H - _ H rrrrr.•F rrrrirr rrrrrr = rrrr rr r rrrr rrrrrr - _ _ _ rrrrrr rrrrr, rrrrrrr ,,r,,,.,�r .� rrrrrr rrrrr rrrr rrrrrr - rrrrrrrrrrrrrr rirrrrrrrirrrr rrrrrrrrrrrrr rrrrrrrrrrrrr == rrrr O.12" /� rr rrrrr 'Ilirrrrrr r D»12rrrrrrr/rr rrrrrrrrir- r•�rT'rr` GROUND D+12" = rr rrr r GROUND rr/.r rrrrrrrrr rrrrrrrrrr -UND d LINE _ rrrrr d uNE d LINE -r0(2rrr ,f',�11 rrrrrr - all I I EARTH r 4„ MIN. 1110 -pi BEDDING X D X MATERIAL UNYIELDING SOIL MIN.1/1D D IL\_ - rx, - -yI -nr rirl r • T MIN. 1110' b BEDDING � BEDDING �II9" PER EARTH MATERIAL NORMAL EARTH FOUNDATION MATERIAL 1" OF H MIN. a", ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR MAX, 24" OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERIAL IN AICCORDANCE WITH SECTION 302 OF THE ROM AND BRIDGE SPECIFICATIONS. REGULAR BACKFILL MATERIAL IN ACCORDANCE r ® WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS, CLASS I BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 362 OF THE ROAD AND BRIDGE SPECIFICATIONS, ® EMBANKMENT NOTE: FOR PLASTIC PIPE, THE LIMITS OF THE CLASS (BACKFILL MATERIAL SHALL BE EXTENDED TO 12" ABOVE THE TOP OF THE PIPE, SHEET IGF 4 SRUB4CE INSTALLATION OF PIPE CULVERTS AND STORM SEWERS REFERENCE CIRCULAR PIPE BEDDING AND BACKFILL - METHOD ''A' 3D2 REV. 1/04- 3D.S VIRGINIA DEPARTMENT OF TRANSPORTATION f07.01 C: -12 I GIENFR/n,,L 7,F JF-E'TAMI 'NARNING FAL_ H. 1RCVii!ED EY TP._ GATED COMES. _ 2. DETECTAB_E W/ANING -0 BE '`L-ASS A-3 CCNCRE-E +CLASS A- IF PRECAST)- PlI7N S_IP RE SIST AN- fd7E.OR Ai, -URF ACE. COVERIN: THE FULL. WIDTH Or THE�� \� 1`-,;r '2 ``� RAMP -LOOK U" 1001 IN LLNC H IN IHE DIHLCr ON JF P�AASIRIAN T;iAVEI_, TYPES \� 101_..cr-"_---s OTHER OF MATERIAL WITH THE-R.,KCATED CCMES DETECTIBLE =:F WAPNIN:� PAY .1=F0 WITH TFE AP=ROVN O.° THE FI,CI\FF4 'fYF= A, 3. S_OP;NG SIDEE OF CURS RAMP MAY BE POUF--D VDNOLTHICALLY WIT(- P.A,I,SP I'CKI,,�I`IUI v'.,!i. A.I� FLOOR r,R Hv l.;:NG P"RM?`;SIPIF ('(?NSTRtl.^.T10`! X)INT 'H-H RFOIII,RFT; PAR;. 4, IF RAMP FLOO;i IS PRECAST, HOLES MAST BE PROVOED FnR DOWEL BARS 30 -- r n T A .4n..t,L11.,.G FI ARFn .>L,r., .,.N Fr ..,7 L^1 P! Af.F AF7-R 1 A,-fJFNT OF � PRECAST R^MP FLODR. PRECAST CONCRETE SHhL =E CLA35 A-d, I 5. P."0111tirD FART AM- 7f1 RF 1,0. 5 X ft • Pt ACFn t' C-N--R TO UtlTFR 61 --� SC' ! BOTH SIDES OF THE P.MVP FLOOP., t,+.O-DEPTH Cr Ra.MP �LOJi. N,'PiMJu CONCFtETE CO'LER 1:/,,, ` y\ �, t T \ \ I 6, CJRB , CURB AND OLTT:R S_OPE 'P•tiJSirlOVS A.CJACENT -0 CLRB RAMPS \- --• - ARE INC.LDEC. IN PAYVENT F07 CURE ! CUR3 AVC GUTTER - �-- TYPE Q CJRB 4?,p AR- TO EE LOCATED AS 3HMV4 JN -HE P-XIIS CR PS 31RECTE D PARALLEL j DY rH FNG)N=ER. ilif.l' APE TO 13C PRO'/TOED tT 11,"EiS172 ON= 14HGTE`/E;7 f A AJCES58_E ROu'E 'nfTHIN THE R!G-T U= wtiY JF A NrGFt1' Y FACILITY I I - c - - _ c A R R R �I N' i^ T C�CsSE_ C.. ,. E�,ROLES_ OF WHETHER D A n Y I. PR P .. E L a E,S tG 0 OS_O 0 .n 1JOhJXI3TE 1T, T SEY MJ51 D� LCCATEU WI ILL\ PCGLSTfiIAN CRJaoN,•LICS -EN,.,.- , \ i n� r \" c , A' Tt F / Y T S Si: MN G L a S U� AS Dt?ECTE H•!. ,CJ H D B EJ_fR D_ J _U NOT - - 1.. BE LOCATED BEFn\D V_NICLF. STOP LINES, EX!S`NG •IGH7 POLES, Ft:E HYCRAWS. L'HOP NLETS, E-C ACCE�BL- -\--'"---'"" 1JAX ` \� r .,S RJUFES PRDV"DE A CONTA•li'CUS U\CBSTFUCTEO, ST!$_E, FIRM Pwo SiP P.c'S15rA\T PSTP.. A-L �---•- _T- \ v�1 \ -Y T j „&JNECTIVG A'"f'FSSIR F FI FI/FNIS nF A c?!.'IITY THAT -6N f?F APPR'1bC.H=f.,Fv n FRF T AND JEEU BY PcUE:%ll2igNS. �.1 hdAx -•'��"`-"�`�- } f" s't�•`�, �� l- r-�> i A A PF, R R tJ ., .1?" if P Af"(I ON RA AA' TA'JPFh T I t' V' ! SFr G .; PRO DF ' THAT `FGSSV/A_K n' L M, � 1 �- --"- '--" AT Sl 2" HIGH£ R THeh{ j IN T-E ;.LRB OPENING iS =Vr -ED JnTHin THE ' 1.ti9T5 0= T-IE S AND THE , --'- rr r nr ^tVrMrt,- I I 1-A- THE SL'J-E 4T T-E CHNECTMN OF CURB OPEMPKC 1= P Pr'-NMNr i AR T1 Tof Cm?r AT X X , swAE As Top OF Cu�c 9. 11FICAL CONC?ETE Sl''E%VALK IS 4" IFI"K. \VHE\ -H- ENTRANCE RADICANNOT TY-'E j ACCOAMODATF Tic TtPNING Rrp1.17Fh:r4fC n- ANTICIPATrD 11FAVY TR:JCK i;AF=IC, REFER TO ST/NDARG C3.13, CCMMEPCIN_ EN-P.r.Ni.: (Y,F.:`1y PAALLEL & I-,EK J_NUI(2JLA.h,' T;UCK rRA=F+C: FOR rCNCRZTE CE: TH. Ij 0. WHEN CURB RAMPS ARE USED I14 CGONJUNC-ICN WItH A SHARE) USE PATH, T-E VIIhPVUfA WIOTH '_FALL 3£ TE PIC-H CF THE SHA`iED USE PATH t C -C 6/, ---- TRUNCATED D04E o- r \ �., rr Tr ,5 n J O O O C O O O C C 9 0 0 0 a I O O 0 0 0 O O 0 C C 0 0 0 0 0. ; a I.� 0 0 0 0 0 0 0 C C 0 0 0 0 0 (W 'Fill 0 0 0 0 0 O O O C U 0 0 0 0 O ra I 65! OF BA ;E DIAM2 Tra L I`-----1'✓ '� 'O O O O C O O O C C O O n 0 1 I' UTAMLiEi( h O O o 0 0 C. 0 0 C 0 0 0 0 0 .I - --- yVlA8_L - P-A3£ D AMETER 4' MINNUM, PAY Lt/ITS ! ! TRI NCA-17D 1)0tJF DET^CTABLE *ARNUNL DET,4IL C• � T,x L SHf.E I U'r 4 iti +\ DETECTABLE SrforICAU'V '�^J�',RN111': SURFACE _,C-12 FcrE+_nc, IRc`LI,GS C EkIEP,'AL P1-1TES J5 50< `.'IRGN!4 L- PA-'IPAM( OF 111/,Nw'-J'-'IAI!0•'J 1'ECIFICATION FERENCE 105 502 a .r•c••w.�.r..r,,.r.c.r•.�.�.o.r.r•.ra 1:='II 11 II'11=11;J.��z'•.���t���t�t�r�t�t�t.�r�r�t�t�z���t�l��u�<lit����i` GROUND L VDOT #1 I ( ~� POSITIVE DRAINAGE 10MIN. COURSE AGGREGATE B TO SEDIMENT TRAPPING DEVICE • MUST EXTEND FULL WIDTH PLAN VIEW OF INGRESS AND EGRESS OPERATION Dr SECTION A -A SECTION B-B Ln�l� �rHEE CG-6 NOTES: t. THIS ITEM MAY BE PRECAST OR CAST IN PLACE 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSIIF PRECAST, 3• COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4 FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER,THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT, 5. THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STMIDARD CG-7 IS REQUIRED, '1'' D t, G, a P p o 0 • D A P A A P p p P P U AP -.--_-r------- - 6„ 2'-0" THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR COMBINATION 6'' CURB & GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED- INSERTABLESHEET A551 CC-12 A PERMIssIBLE UONSTRUCTION it yj DOWELS, 8" LONG JOtr r _, I ,-Q' m 12" C-C 4 Q MN 8' 10 1 0 , h B MAX MAX U TRUNCATED DOMES A SEE SHE£% 1OF' 4 POR DEtA1LS 7YPICAI. DESIGN V a :1, BACK OF CURB � ? MAY, �..._.-:,,,•.-,,,._ - SECTION A -A F+-7' MIN- -PERMISSIBLE CONS rRUCINON �} "."'n'm-,nm.-• 4 JOINT SECTION 9 a NOTE FOR CENERAL *TOTES ON THE DETECTABLE WARNING SURFACE, ALTERATIONS SEE SHEET 1OF A. A 4' SOURE LANDING AREA OUTSIDE OF V Y tRAVEI'NAY SHALL Y -I J BE PROVIDED WIIHN �a _ <; FHE MARKED - 5' CROSSWALK AREA--� s' Ul O r a of Ln dl CJ 0 CR OSSWALK CIRO SWALK I TYPICAL PLACEMENT C OSSWALK TYPICAL PLACEMENT AT INTERSECTION DIAGONAL_ VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) THIS DESIGN 70 BE USED FOR CONSTRUCTION THAT INCORPORArES WIDER SIDEWALK. LANDING (48" WIDE) REQUIRED AT TOP DF CURB RMAP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEN CONS7RUCTION,6 FEET FOR ALTERATIONS. Rt`IT2A)I�R CG-12 DETECTABLE WARNING SURFACE REiERE NCF. 102 TYPE A (PERPENDICULAR) APPLICATION VIRGINIA OEPARIME•NT OF TRANSPORTATION SHEET 2 OF 41 SOURCE: VA. DSWC 2-10 ACRES OF DRAINAGE AREA: CLASS I RIPRAP PLATE. 3.20-1 R7-8 HANDICAP PARKING (72" X 18) RESERVED PARKING MAY BE PLACED INTERNATIONAL SYMBOL ON ONE BLANK. OF ACCESSIBILITY ADJUSTING THE REQUIRED HEIGHT IF REQUIRED TO ACCOMMODATE THE ADDITIONAL LINES E_ a VAN ACCESSIBLE 1___" 9 REQUIRED EFFECTIVE PENALTY $100-500 JULY 1, 1998 j TOW -AWAY ZONE PARKING SURFACE CONCRETE WHEEL STOP (IF REQUIRED) HANDICAP PARKING SIGN DETAIL (NOT TO SCALE) ENTRANCE PROFILE oq� Q W O� I Lid C) �U v Q) wn i 1 �'- fI !I-! t,t - ,l ,Ili.• )if ll it ... II -Lt�!I �Ilti 12.0' r 26.0' © 2q -_ 30.0' (9 2% 96 _ 108" -� CONTROL ° PANEL 24 " 24 " MOUNTED INSIDE H2O LOAD RATING TOP 4 " INLET BALL VALVE Cy� 1 " OUTLET WATER TIGHT SEALS REQUIRED. USE CONSEAL C102 BUTYL RUBBER GASKETS 'ALARM" SWITCH r, LC) CHECK VALVE "ON" SWITCH - 22" 2HP GRINDER PUMP "OFF" SWITCH - 10 " ZOELLER MODEL 820 Fri OR EQUIVALENT WBS = PRECAST 1000 GALLON TANK 96 ZOEL F Z /� f P ENGINEERED QELZE/ t Z9, . PRODUCTS TANK DESIGN PROVIDED BY: LOUISVILLE, KY. LOUIWLLE, KY. PUMP INFORMATION PROVIDED BY: WINCHESTER BUILDING SUPPLY CO., INC. JNO. S. SOLENBERGER & CO., INC. IL (540) 667-2301 FAX (540) 667-3430 (540) 662-3457 832 BERRYVILLE AVENUE WINCHESTER, VA 22601 CG 11 r x xx STREET APPROACH SAME A -a-1 SURFACING A'S IdA1NLINE (RADIUS TO BE AShl ROADWAY S1401V1N ON PLANS) II ((A C C (RADIUS TO BE AS 412 R / ®RADIAL OM8INAT!ON (, SHOWN ON PLANS) AN T CURB, D GUTTER (ST0. CG-6) -. Cl. A- SS A3 . �'- n. • t:. • D. .1„I SIDEWALK I (9I w 1x (H.E.SJ i. -- 6� - (A, OPTIONAL �y g' CONCRETE- ` -- .__. --OIEXPANSION JNT -V-EXPANSIONj asIJO TNT SECTION C-C - - - NOTE: WIDTH "B" T-O" OR AS -r ,� MAINLINE ROADWAY SHOWN ON TYPICAL SECTION. A -J PLAN VIEW CCNSTRUCT GRADE CHANGES V1TH A PARABOLIC CURVE . WHEN THE ENTRANCE RADUCANNOT ACCOMMODATE THE TURMNG REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, THE DF,PTH FOR SIDEWALK & CURB 10'PARABOLIC CURVE RAMPS SVITHIN THE LIMITS OF THE RADIISHO'JLD BE Al 5 8 MAX INCREASED TO 7". F SHOULDER R _ EG £Dc£ a S CULDE 0 ` D LOPE CFIA<CEOPTI0NA. FLOW LINE --- _ - _- -" WHENT' -1 1 F R ENTRANCES BUILT S D. CC- 1 5 USED O E GES BU L _NF RAANWAY � !N CONJUNCTION WITH VDOT ROJECTSPLEA` E 8 ' NOTE THE FULLOYING% VAX.D SLOPE CHANGE "' -- 5' MIN40' MIN. FOR STREET 1~ "�� -D XX MA'NUNE PAVEMENT SHALL BE CONSTRUCTED CONNECT ION TO THE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION REQUIRED FOR MAINLINE 20' DESIRABLE FOR COMYERCIAt PAVEMENT WHICH CAN BE OMITTED IN CNTRANCE THE ENTRANCE,) SECTION A - A RADIAL CURB OR COMBINATCN CURB AND GUTTER SHALL NOT BE CONSTRUCTED GUIDIELINES FOR GRADE CHANGE D BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. WHEN USED 1N CONJUNCTION V11'+H STANDARD CG-3 OR CC-7, THE CURB FACE ON THIS ENTRANCE VOLUME DESIRABLE MAXIMUM STANDARD IS TO BE ADJUSTEO TO MATCH THE. HIGH (MORE THAN 15G0 VPD) 0 % 3 X MOUN7ABLE CURB CONFIGURATION. MEDIUM (5D0-1500 VP01 <3 x 6 %SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO SE USED 14t TH THIS S'A\DARO. LOW cLFSS THAN 500 VPD) :9 6 % 8 % * PLANS ARE TO 'NDICATE WOEN CONSTRUCTION Or A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE, OPTIONAL FLOWUNE MAY REQUIRE WARPING OF A PORIION OF GUTTER TO PRECLUCE PONCING OF WATER. SPFCIFiCAT10N METHOD OF TREATMENT- RE-FRENCF CONNECTION FOR SIREEI INI•ERSECIIIONS 502 AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 7/01 203.04 3' MIN. 72:1 ^ 12:1 3' MIN. N CG-6 ^ CG-6 NO TES. " 1. H/C SPACES MAY NOT EXCEED A 27 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 POSSIBLE. __j N I N I mCL, �m N O i; DO 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. DUMPSTER & SCREENING FENCE DETAIL N. T S. � I a R1-1 R1-3 R1_s 30". 30" 1711. 2B-4 Stop Sign (R1-1) 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 Y 24 inch size may be used. At ,1 mU1t1H'ay STOG InieiSe.^11(1P. Ise-R _ _-^ �'JhDletnentar}' plate (RI-3) should be mounted lust below eacn STOP sign. If the number of approach legs to the intersection is three Jr more, .he numeral On the upplementary plate shall :x espond 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 rcd backgroun- and shall have a standard ize of 12 A Y r, inches 1-3 r I8 x 6 inches R -- . 6 nch R o c ( , } \ " with T b� n may b 'ac•_ . - ion uncuon nh a A STOP sigr. _aeon or beacons 1 STOP Bier described in section 4E-4 Secondary messages shall not be used on STOP sign faces. ROADSIDE SIGN RURAL DISTRICT i I / I` - r- I I I �z � ---_- M!NOP -JROSSP.C,-' ■ Cif 4- O k q ko Lo U q q C '� q CN O O N = W o vl O c O A_j fu '«�O U Ln zQozz� z o o a z (�QUC)16C IT 0o Z Z O K W Q Z CP r ��c��ww'T In:�zzmQ� w ce J o HZ d Z v v000`''o LU �LU w z 0ooz u L7 Q w 'S Z w w z w U Uj 5ZU0tn a J ri C.L < 2-1 a a CLaU� LULUU j 0� a- ITC a "C D r. t, WCDoQQ I- mr-rn.o Q r) rno'�v` Q �.l trc)Uj W Z p vi:z) ti U Frt"^^i vl - W ce W WUJI `+1, - O Q rO^^ vl DATE: JULY 15, 2006 SCALE: N/A FILE IN 0175 SHEET 5 OF 5