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HomeMy WebLinkAbout02-06 Henry Electric - Electrical Contractor - Stonewall - BackfileLEGEND FCSA CONSTRUCTIONRey. V L NOTES VICINITY MI ' Nov 2005 cn EXISTING FEATURES 1, The Authors 's Water and Sewer Standards and S edfl Lions are available at www.fcsa-water. com ty ids a p 2, The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. V1. All work on this project shall conform to the current editions and latest revisions to the Virginia Department of Transportation (VDOT) 136 E H Road and Bridge Specifications and Standards, the Vlrglnla Eroslon and Sediment Control Regulations, and any other applicable state, ,.0 EXISTING EDGE OF PAVEMENT __ __ .-. _ EX EP _ _ _ _ _ _ �__ __._ __ �_ - ___ 3, Water and sewer /Ines are to be constructed In accordance with these plans and shall meet all Authority requirements. federal, or local regulations applicable. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the EXISTING EDGE OF GRAVEL __�_._.......__M__._ EX -EC _._.._ ._�..._.._..- .�_ 4• The contractor shall coordinate with, and arrange for Inspection by, the Authority. most stringent shall govern, w c o 0 U 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 EXISTING CURB AND GUTTER r - EX CG - 6 _ 6, When an existing water main is tapped for the installation of a new line: Occupational Safety & Health (VOSH) Rules & Regulations �o a) The Authority shall furnish all labor and material. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be fn accordance with the current edition EX. INTERMEDIATE CONTOUR b) The contractor must., of VDOrs Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of ® CA en C Q 1, make application and pay deposit, the VDOT Road & Bridge Specifications. �� ko u EXISTING INDEX CONTOUR 50 2. mark the tap location, 3, coordinate installation with the engineering -assistant V4. The developer shall be responsible for relocating, at his expense, any and all utilities, Including tiah9c signal poles, junction boxes, o �° @j EXISTING SPOT ELEVATION ;; 50. C ' li v 7, Exact locations of water and sewer services on new Ifnes 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 Q� i�i tiQO'1�� q). EXISTING TELEPHONE LINE -- - T ---- -- ? - -- - 1 - - - 8, The Authority's maintenance department shall furnish and Install all water meter through 2" in size, the developer from this responsibility �t Is the developer's/contra is r+es nslbiJlty to have the motor box s ►nbiy Installed EXISTING SANITARY SEWER 5 w- �- S Before a permanent meter Is installed; V5. Design features re/atfng to field construction, regulations, and control or safety of traffic may be subject to change as deemed RCUTE 37 EXIS77NG ELECTRIC SERVICE - -- E ------ E ----- F. -- a) The meter box, with its frame and cover, must properly aligned with the coppersetter, necessary by VDOT, Any additional expense incurred as a result of any field revision shall be the responsibflfty of the developer, b) The frame and co ver shall be set to final grade. EXISTING GAS LINE - - -- GAS -- GAS ----- - -- c) The distance between the top of the cover and the coppersetter shall be between 18" and 21 ° d) All components of the meter box assembly shall be in proper working order. V6, Prior to Initiation of work, the contractor shall be responsible for ac ulrin all necessary VDOT land use permits for an work on VDOT 4 9 rY p Y A T I A TION EX. 15 " RCP EXISTING STORM SEWER - -� _ _ _ 9, For water and sewer services that connect to existing lines: right-of-way. ®caner Contractor EXISTING FENCE LINE -Y - X -- - -- - X -- - - - - 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 Oflfce, a pre-constructlon conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utflity companies and VDOT prior to initiation of work Henry Electric, Inc Construction Management, Inc, b) An Application far Service must be made and fees paid before wont will begin, P® Box 3526 360-2 McGhee Road EXISTING DITCH LINE c) The Authority shall furnish and install S/8 ; 3/4 ; and 1" water service.. Winchester, VA 22604 Winchester, VA 22603 d) For all 1 u/Z " and 2" water services, the Authority shall make the tap and bring the plying to the V6. The contractor shall notify the local VDOT Residency Ofte when work is to begin or cease for any undetermined length of time. VDOT Phone - (540) 667-0280 (540) 665-0693 EXISTING WATERLINE W/ TEE W property line. The contractor shall furnish and Install the meter vault assembly, The Authority will requires 48 hours advance notice prior to any required or requested Inspection, Contact: Kevin Kenney install the meter, �A EXISTING FIRE HYDRANT m& EX. FH e) The Authority will Install all sewer laterals. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that Is constructed and maintained In accordance with Section 3.02 of the Vlrglnla Erosion & Sediment Control Handbook PropertyData Building Setbacks Per Code Proposed EXISTING WATER VALVE W- W 10, Any water service line must have a backflow assembly (double check valve or RPZ, as required). The assembly must meet ASSE furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within Tax Map Number 43-(19)-53 Front: 75' 81.64' Standard No.1015 or 1013, the limits of the project, an employee certffied by the Virginia Department of Conservation and Recreation (VDCR) In Erosion and Sediment Address Lakeville Circle Left Side: 25' 26.00' �y EXISTING REDUCER W - W - 11, All fire lines have backflow double RPZ, The Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Area 2.6488 acres Right Side: 25' 120, 40' 06 o shall a prevention assembly (detector check valve or a as requlred), assembly shall meet Deficiencies shall be promptly rectified. Zoning M-1 Rear: 25' 187,09 a � Q EXISTING TREE DRIP LINE - - ti ,.� r h `� -�-ti ^ ^ ASSE Standard No, 1048 or 1047, Any exterior, privately owned Are, line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required, Legal References #010006841 Existing Use Vacant Parking Setbacks Per Code Proposed . t- 'l,' 0 PROPOSED FEATURES 12, FCSA Engineer shall review the mechanical drawings confalning the domestic and fine service meters and backfiow prevention devices, VI 0. Contractor shall ensure adequate drainage Is achieved and maintained on the site during and at the end of construction. Proposed Use 1731 - Electrical Contractor Front: 25' 25.30' Left Side: 5` 12.75' �P and approve the designs and materials. Right .Side: 5' 27.79` ' 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' 137: PROPOSED EDGE OF PAVEMENT PROP EP GENERAL NOTES possible shall be installed under roadway drainage facilities at conflict points. v Open Space Minimum 15 /®= 17,308 sf PROPOSED EDGE OF GRAVEL PROP EG V12. An unusual subsurface conditions a unsuitable soils s rn s sinkholes volds, caves, etc, encountered during the course of Y ('g'' p g' ) g Open Space Proposed 74.56% = 86,032 sf F.A R. Maximum 1.0 z W o o � 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. Worst shall cease In that vlcinity until an adequate design can be determined by the engineer and approved by VDOT. F.A.R. Proposed 0.09 Use For Parking Units Space per Sq. Ft � cry � n � 0 9� m 0 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 VDOT representative prior to placement and fill. Bul/ding Data General Office; 1 500 1 per 250 sf Warehouse: 15 1 per employee _ o Q ®® °a PROP. REVERSE CURB &GUTTER 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 soll samples are submitted to laboratories for testing, the be Identlfled labeled belonging to Type of Construction 2C Metal Proposed Use General Office & Warehouse W W va PROP CG- 6R private samples shall clearly and as a to be by VDOT that testing be in VDOT project accepted and shall performed accordance with all applicable standards and procedures Total Parking Spaces Required 21 cn o'7 o v W w PROPOSED CONTOUR 50 4, An damage to ref hborin ro ernes Includln noun roads and sidewalks caused b the development of this site will be the Y 9 9 9 properties 9 county Y p Proposed Area 10 500 sf total p Proposed Parking Spaces 28 � ca � L S v responsibility of the developer, All damage must be repaired to original conditions Height Maximum 60 feet PROPOSED SPOT ELEVA770N + 50-0 V14. Ali roadway fill, base, subgrade material, and backfrll in utility/storm sewer trenches shall be compacted In six (6) Inch lifts to 95% of Height Proposed 24 feet 5. A construction entrance must be installed in accordance with the "Virginia Erosion and Sediment Control Handbook" Section 3.02. The theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of # of Handicap Spaces Required 1 PROPOSED STORM SEWER PROP. 24 " AD5 .a, con tractor must ma ntaln 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 proj Proposed Handicap aces 2 p p Spaces , U accordance with VDOT Road and Bridge Specifications Certified copies of all test reports shall be submitted to VDOT daily, unless spedfled Sign Data PROPOSED SANITARY SEWER S 6, The contractor will be -responsible for adequate and positive drainage of this site, otherwise. Sign Area Allowed 1 Qp sf # of Loading Spaces Required 1 1 PROPOSED TELEPHONE �!" T T 7. The contractor will obtain a Land Disturbance Permit prior to any site work or construction. V2 5 VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as s eci led b VDOT. p p Y Sign Area Proposed 32 sf Proposed Loading Spaces Q PROPOSED ELECTRIC 8. A// construction wi// be done following the laws and gu/delInes set forth by OSHA and VOSH, Sign Height Allowed 60 feet PROPOSED GAS LINE 9. The contractor will notify engineer of record of any dlscrepandes between the approved plans and existing site conditians it V16. The Installation of any entrances and mallboxes within any dedicated street rght-of-way shall meet VDOT minimum design standards and is the responsibility of the developer, Sign HeighProposed 10 feet .4 w . E % � PROPOSED WATER LINE 10, The developer is responsible for the relocation of any utilities required by this site plan. V17. Prior to VDOT acceptance of any streets, all required street slgnage and/or pavement markings shall be installed by the developer, or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traft Control Devices Contact Numbers WATER ' WM 415 PROPOSED METER (2)1 11. All Erosion and Sediment Control devices shown on this site plan shall be Installed prior to construction. i>u % PROPOSED FIRE HYDRANT PROP. FH 12. A# controlled fill must be compacted to a minimum of 95% density following Method A' of the Standard ProctorASTM--D698, V18, The developer must provide to the VDOT Residency Office a list of all material sources prior to the startof construction. Copies of all Surveying &Engineering Firm; t ES AASHTO-T99, or V7M-1 as applicable. Any fill placed under buildings, structures, or pavement must be Inspected and approved by a Invokes for materials utilized within any dedicated street light -of -way must be pmvlded to the local VDOT Residency Olfi'ce prior to GreyWolfe, Inc. (540) 667-2001 professional soils engineer. A geotechnlca/ report supersedes this note if provided, acceptance of that work Unit and total prices may be obscured. Contractor., a � COMMON LABELS & FEATURES V19. Aggregate base and subbase materials shall be planed on subgrade by means of mechanical spreader. Density will be determined using CMI - Kevin Kenney (540) 665-0693 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 VT1N-10. A certified compaction Zaning Enforcement: � �o ® o PROPERTY LINE OF PROJECT locations and not all utilities may be shown, Y technician shall perform these tests. Certified copies of test reports shall be submitted to 'VDOT daily, unless specified otherwise. In addition P p�Y. p Department of Planning (540) 665-5651 to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and Site Inspections: ®N �, NEIGHBORING PROPERTY LINES 14, The contractor w111 contain all litter and debris on-slte. 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 I5. 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: f PROPERTY CORNER FOUND s 16, The contractor will notify all utility companies prior to excavation within easement determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests Certified copies of the test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be Fred. Co, Sanitation Authority (540) 869-1061 ` PARKING SPACE TOTALS 12 17. The for disturbed that be left for than thirty days. notified and the opportunity to be during the construction testing the Te%phone; Venzon (301) 954-62.g2 contractor will seed and straw, soil stabilization, any areas will more given present and of control strip. Electric: Allegheny Power (800) 654-3317 ADA HANDICAP PARKING STALL Gas; Shenandoah Gas Co. (540) 869-1111 I DEPARTMENT e INSPECTION NOTES V21. In accordance with Section 302,03, the foundatfons for pipe culverts thirty-six (36) Inches and larger shall be explored below the bottom MISS Ui7LlTY,° 1-800-552-7001 SIGNS '° of the excavation to determine the type and condition of the foundation, The contractor shall report findings of foundatfon exploration to 0 1. Bullding(s) the Vlrglnla Uniform Statewide Building Code Sections 304 the International Building Code12000. Other the engineer and VDOT for approval prior to placing pipe, Foundation designs shall comply with VDOT Road and Bridge Standard P8-1, Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall Zoning GeneralNotes SANITARY MANHOLE IDENTIFIER must comply with (Business) and 1 ❑ codes that apply are CABO A1171-98 Accessibility and the Usable Building & Facilities. 2. The requirements in BQCA mandate either a fire wall (Section 707) or a fire suppression system if height and area limitations are exceeded for the be determined by the engineer and approved by VDOT. ®� ti Maximum 1. Exterior lighting will be provided by wall -pack lights attached STORM DRAIN STRUCTURE IDENTIFIER type of construction under Table 507 ofBOCA. Environmental Existing! Disturbance Proposed to the building & lightpo/es. tL LIGHT POLES 3. A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for building permits Plans must show all V22. Approval of this plan shall expire three (3) years from the date of the approval letter. Features Acreage Allowed Disturbance 2. All lights will be shielded or directed to prevent glare on neighboring �, C3 4 ingress/egress locations to the exterior per CAB0117° 1-92 and meet requirements of Chapter 17 of BOLA. 4, Maximum across,handicap 2%. All egress doors be to for V23. VDOT Standard CG-12 Curti Ramps shall be Installed where Indicated on these plans and/or as specified by VDOT, v Floodp/ain 0 acres 096 0 /° properties. 3, Outdoor trash receptacles will be in an endased six (6) foot Z slope parking stalls shall not exceed required shall accessible a min. exterior area assisted rescue, section 1003.213.7IBC. Note fire ratings around this door ff this section Is utiized. V24. VDOT Standard Guardrail shall be Installed where warranted and/or as proposed on these plans fn accordance with VDOT`s Installation ciltena, Lakes & Ponds 0 acres 0% 0®/o fence. LOCATION OF TEST PITS 5, The 2000 International Building Code must be uNlfzed for building design. Final approval of guardrail layout to be given by VDOT after grading Is mostly complete. get/ands > 1AC 0 acres 0% 0°Yo ® c Sinkholes 0 acres 0% 0% 4. This project will not disturb an environmental features as p , Y defined by Frederick County Zoning Ordinance. UJ O the try k • J W V FIRE Natural S. W. 0 acres 10% 0% Retention Areas 5. The owner will be responsible for obtaining orgranting easements shown on this plan. W O , UJ Q O EROSION & SEDIMENT CONTROL FEATURES Steep Slopes > 50 /0 0 acre, p p 25% 0% 0 25% 0g'o 6. Easements will be recorded and copies sent to the artier Involved, p p � 4J `'4 Z C�3 v 1, An Inspection by the Fire Marshall's office will determine where curbing must be painted yellow: Wood/ands acres 7: All utilities that will service this site must be placed W INLET PROTECTION 0 1p 2, "No Parking - FIre Lane" signs w111 be placed on the site by the Fire Marshall's direction, 3, The contractor must align the fire hydrants to the direction as determined by the Flm Marshall, ITE AM PEAK HOUR PM PEAK HOUR underground. C W S Q ® � CODE ITE USE EMPLOYEES IN OUT TOTAL IN OUT TOTAL ADT t� Z W OUTLET PROTECT70N Op 4. Burning brush piles'of natural vegetation requires a permit. Burrifng construction debris is prohibited 5. Emergency vehlde must be at all times Fire hydrants will be always be left unobstructed 110 i I� - ® L V access provided LIGHTINDUSTRIAL 15 6.3 0.9 7°212.215.4 %7 45.3 CHECKDAM CD RESPONSIBLE � � � ill DIVERSION DIKE DD �.� ---_ ,.� � DATA TAKEN FROM THE LT. E, MANUAL 7th EDITION Frederick County Zoning Administrator Date SILT FENCE W/ WIRE SUPPORT NAME: LANDSCA PING NOTES Final Site Plan Approved by Frederick County Planning Department Reviewer Date SILT FENCE W/O WIRE SUPPORT SF CER TIFICAT,jlV o I. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations and utility markings. 1. Site Plan approval from VDOT will expire three (3) years from the date of the approval letter. EXP. ®ATE Landscaper must stake and guy all trees. Stake locations must avoid utilities 2, Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval, SEDIMENT TRAP ST 2. Trees and shrubs shall be healthy and free of Insect eggs, larvae, and disease. The plants shall have ample roots and be well branched. 3. The Frederick County Sanitation Authority approval Is valid for two years from date of approval. If construction Is not in progress at the end DATE: JAN U A RY 2, 2006 1. The Responsible Land Disturber Is that party responsible for carrying out the land disturbing activity as set faith In the plans, lire planter shall guarantee all plants for one year. of this period, Authority approval shall be void, SCALE: 1" = 20' 4. The Frederick County Department of Public Works approval is not enough to begin site development. The owner/contractor must obtain a CONSTRUCTION ENTRANCE CE 2. Note: An on -site pre -construction meeting is required with the Owner, Site Contractor, Public Works, & Designer prior to commencing any 3. Landscaper shall use shredded mulch in 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 buflding permit. Building plans must be submitted and FILE NO. 0172 site work 4. Plant substitutions will be allowed with the approval of the owner and the Frederick County Planning Department, approved prior to constructing any structure, Furthermore, the site must meet all ADA requirements and be approved by Inspections. 3. The contractor will possess a Land B rbarrce Permit error to any site work or construction. SHEET 1 OF 5 ` 43-(19)-47 I \ `I f� 43-(19)-46 �\ SPAHR METRIC, INC. 1 Ex. 10' unclrr � ' ! 1 SPAHR METRIC, INC. \ \\ \ g 980002069 f .� \ DRAINAGE BUT 020015381 �a\�tE'EMj wr- ZONED: M-1 7 �, J980002069 / Z \ x A 69 ,/ T \ I £ . 10' unurr & ZONED: M-1 E �RP�Na0 p2o iS�pNGE USE: VACANT \ `.� � o NAG£ ESMT � USE: INDUSTRIAL \. \g lGN� E ti5�� -�-2.6 ACRES 1 } // 01538 r � � f2.0 ACRES � \ \ 1__ ._.__._fir, i \ \1/2" IRF S 63'29'28 E - 569.91 ' H EX. Sy=7,8'9' RIM=8 INV I INV 07.76' /Ff /17 1-5e1 'o `Sgy�T ? j �p4;q 7'r2iry K)- J o p F FS, � L. l ppo rs3, j �r rI pOS,96 1 2" IRF / 728 \ 5R 30Q 2 729 284 726.70' ,'J ` Q o \ / �q Urgy�rq�r 5R / 30-4 / \ o z o ygCF 30D f _._ . - ._ _ _ __._ +. ._.._ - i _ __.._ _ _ _.. _.. _ _ 25 BRL _ ... _ _ _ __ __ o __ _ _ -_ ___ _ _._ _ _ \ 1Opopps Fse r� _ X —. 25 00 i or 150.00 _ _ 35, 96 1 \ 43-(19)-52 730 {' 7 - ✓ `"� i r STORAGE k \ ` i t \ MIL L CREEK ` �' L�N \ O �2U f o \ ' 1� INVESTMENTS, LLC 1050009111 1500 sf r w9000 sfE / \ ZONED: M- I 20 FF--730.50' r ( \ r USE: VACANT S FF=730.50 g k \_ - \ \ 1 1 +5.1 ACRES �� o $' �' , i }\, ' \� a� �r° " `Q ' "' ' \ ' \ \ e✓ % 5/8� IRF i ac 15 � �, cta �\ \ ,, a� •= H/C RAMP \ o x x t v � \ck ') \ \ \ o o �o o DUMPSTER 2+ 3'-0" DOOR \` , i o `Ui k �: PAD�� • I I 30Q 299 29J \ 5-R INv=�254p' N vim♦ _�' Q� \ L. i 20 291 `, j // rRANSF RME �� ' 5 f? w 30Q w y I t v QA FCSA/ w 73.9' l 72 0 1 �) $�• \ o r\, t t / / J O TAP I I f i! $ \ ► �O♦ 17.5'R ` 9' XR 10Yt 730.71 *4 5.2W _ 43-(19)-54 \�' `�� 'I'l/ry�C-'�\ I \ \ i'� / +- ! t 1 A D KNOTTS \� �' h°'�l ``� �C/0 \ \ DEVELOPMENT, LC =723.25' J050015689\,� � ZONED: M-1 \ 1\ 50'R`\ 25'R \ _ \ ' USE. INDUSTRIAL ` \ \ ~ \729 ```,� , 2 I 2 43. 3 ACRES \ o L \ \ `tip'� w �c� ` f I % i ?n �b ``` INV=726.30 _. 28-4 +26 z Jo.o' at ° k 5'R281 O '.� 28 \ i ` �l -- — - 1 / +�• w - tp +281 729. 29� " Ex. 10' TILI & 1 / C0 I I < DRA/NAC� ES INV=722. 5' � �f SSMH 29 S ! 'fo 10017684 RIM=729.56' t I 20 INV 1N= 723. 10 �� DRA 1 INV our= 723. oo 1 ADJUST TOP 0.3 f " '- \ \ qt F � P / ✓'� � 1 r \ � ��� � p�pOp6. F'S�l 43-(19)-32 ``�y `' \ \ \ r 1 °���r��iry BJP PROPERTIES, L C FS�l 1010007052 II�VV�L 40 `a s°" ��` � - �� 1 ! f I / �c QB, ZONED: M-1 ` °o° USE:2.0 ACRES INDUSTRIAL \\ �-� „) F IN III V= �27� — `— ` , 2S• I ? 4 / / ----- � `-- - '� � o '�, Off♦ /f � "-'' `""-- - —"' . ter" �/ `..`.---'a" ...'-- ``` "` ` `,, `-. ,``-`' � � .y�``` � «•n.,„" 3J,"'�..,� "``� \ / � r TOAN & ASSOCIATES, LC `'`•.. ` '. - °o°-..� _ % ~- ( - % I FH \ ZONED: M-1 1 USE: INDUSTRIAL f 2.6 ACRES �- - ' \\�" ' .' / / r•'° GRAPHIC SCALE o �• �� SSMH #48 ` o - �'~...............RIM= 72 .50 '- \i`" INV IN 716. 0' INV 0 T. 71 50' LHOLE NT %oAN & -ASSOCIATES, 'LIMITED PARTN�-*SWIP Q� DB 751, PG 591 / ZONED: M- 1 y oq - / USE: INDUSTRIAL �o �` S 14,1 ACRES ' � z O w w w a 0 .NIA n N07"u� 00 06 X ' O Ln -�r- dJ> z �O �� vP u V 0 W Z a O ca, W ti j WujU 'Z W OUjW W W Z DATE: JANUARY 2, 2006 SCALE: 1" = 20' FILE NO. 0172 SHEET 2 OF 5 735 730 725 720 715 v z i � v I 1 100yr1729. i 1 15" RCP 100' ® 0.59,' i I 4 DRAINAGE AREA = 1.27 ACRES � I I Z �1 : ; QI W j o LL! I I N 0+00 0+50 1+00 CUL INERT I H-1 "-50, V-1 "-5' Prune out any dead or broken / branches,remove all fogs, labels, strings, wires, etc. from plan. mulch Set top of root boll equal to or 1-2" above grade. move contoiner,' use orp blade to make ur 114 "-1 " cuts the ,4th of ball and cut a - X on bottom of Ili loosen compacted ots. CONTAINER GROWN SHRUB 735 730 725 720 715 f , � I I 100 r-727, 8' 15 RCP � 120, ® 0.37 !� 'DRAINAGE AREA j `= 2.25 ACRES { 1 � II Z 1 I Z-1 iZ I 0+00 0+50 1+00 CUL VERT 2 H-1 "-50 , V-1 "--5' 735 \ e. \ \�3 0\,kp 73O pRP NPpo2069 725 112" IRF 43-(19)-47 SPAHR METRIC, INC. J980002069 ZONED. M-1 USE: VACANT f2,6 ACRES 720 04 ® 00 1t �� � }\ � b �� � ?fit'•. lj� \ `- to 43'/ -(19)-54 �� 1 A D KNOTTS \��S DEVELOPMENT L C� f 050015689 ZONED: M-1 � USE: INDUSTRIAL f w w 730.9' ~ �.��. C,i +3.5 ACRES 730.0' 7 99. ( £X 10' TILITY & J DRAINAG £SqT ® � 1 �O100�1684( SSMH ,129 ` RIM= 729, 56 ' `` DRAa VA. ' ESMr iNV IN= 723. 10 ' ,/ 4 s ! _�` rYd1000sB41 INV OUT= 723.00 I I . ��M 1 �` 1729.7' Prune suckers \.,\ f � �. '� 4� Cut away a// balling ropes Prune out any dead 2"-3' mulch kept �- or broken branches. Remove top of wire basket away from trunk Remove all togs, labels, strings, wires, etc. from Soil we// to plant. contain water J \\\��� % / 4` `'`\k �_ J F 2-3" mulch Set top of root boll 6. ) 8ackfill soil 2-3' Saucerual to or ( . "`•.� . above grade. ':''' " . �� Partially backtill, (\n/ INV= 727.32 ' "" "- ?s� B • water to settle / /% `\ ��. Widen and score — soil, finish\� ;1 ny holes in wall bocklilling \ Remove rope & burlap ``�` ` \ \ _ 20 0' 20 r from root ball. ,� e. Area for water �..•�� \\\\ `` :, s• .` : Remove container and cut drainage (Pipe \ �• \ �`` ',•i^• ;:;,.;. ��, y `;`: circing roots if or the could :•,�''w•:'' ` ;T. ; .;:,� container- ram, or as GRAPHIC SCALE much t as if be installed) �` ' / /� ^- ;�. ��` �� •_, 4J Q)• r `� Di hole 2-3 Times r feld-grown Leave solid soil pedestal - do not 9 dig deeper than boll depth- O F r width of root boll. BALL &BURLAP SHRUB Dig hole 2-3 times root boll width I — . ��` _ . _ TORN &ASSOCIATES, L e o oI SHRUB PLANTING DETAIL TREE PLANTING DETAIL ZONED: M- (NOT TO SCALE) USE INDUSTRIAL .� ````�� ` \. �� •` (NOT TO SCALE) _ 1. C ACRES S, S 6X2928" E - 569.91 25' BAIL � I i EX. 10' UTILITY & , r DRAINAGE ESMT j 11980002069 I EX. 10' UTILITY & DRAINAGE ESMT ` f020015381 I Jvo � JUCJ X —X X k T I k k I k I k x x� Trees Prune codominant leodefs+.- - DO NOT prune terminal leader or branch tips Prune rubbing or cross branches'-'— / E Remove tags and labels Prune narrow crotch angles & water spouts --Prune broken branches Symbol Common Name Botanical Name Planting Size Mature Fall Color Quantity Height or Caliper Height AH American Hornbeams Carpinus Caroliniana 2" Caliper 30' + Orangish-Red 3 • RB 41 Redbud Cercis Canadensis 2" Caliper 20'-30' Yellow 3 _DW Kousa Dogwood Cornus Kousa 2" Caliper 25' + Purple 9 RO Red Oak Quercus Rubra 2" Caliper 50'-75' Brown 3 18 Shrubbery Symbol Common Name Botanical Name Planting Size Mature Fall Color Quantity Height or Caliper Height BX Boxwoods Buxus 36" Tall 4' Green 25 All plantings will conform with Section 165-368 of the Frederick County Zoning Ordinance, Plant/ng Selection, Planting Procedure, and Maintenance. LANDSCAPING DATA Parking Lot Data Trees Requirement Calculation Per Stalls 1 per 10 Stalls 28/10 = 3 Per Impervious Area 1 per 2, 000 sf 30, 684/2, 000 = 15 Total = 18 Green Area in Lot 15% of 18,925 =1 1,332118,925 = 1 946 sf 1 7016 provided I Shrubberyl 1 per 3 ft 129/3 = Headlight Screening 125' total 1 25 provided ca-e •' 4 " OF 3000 PSI CONCRETE W/ �y. rlo-=s FIBER 1, TMS TEN PA' BE °!EC.1&7 BP CAS- A PLAL'- e . C:OM1CRETE Tr, EE OLAI9 A3 F rw?r IN n,,:E. 4000 >91 F PRECAST, 4" OF 21-B COMPACTED TO � O .f COV3W, EE CW s OLT'ER F FACE A RCLIP 95°Io DENSITY 0= 300 =EE' CR E39 f.LOVC FACE ^_.F CUP.D)SHeLL BE PAC FOR 4S RADIAL CCUMIATION CU?E 4 OVTTEP 4 FOR US' . S' -. ;ED J>EI.-al-no SUBGRADE FREE OF ORGANICS MAI?aE x"CP. 7?' BOTT9 OP rI`E CUP.8 JID JJ7TER ga�.�� 3E OWIS7RUCTED P,F:1.lEL TO TfIr 1 1"PrT111 rlmn4rr A\1 M 4F & COMPACTED TO 95% DENSITY Tr. I:1 I 1 nl 'll 1;1 tl 1'M'I r VI. II•n ::une u ' If jl•u %rM 1!,,:;4 anI15,n 4'I C1:I LV I:{II,A 'LCPA,'""1 �' NMRS TYPICAL SIDEWALK SECTION R (E4 K I. DEYELCPEII ; AN) !. W II (IN t Al IF T r,T T ..Ir:t.1 ..Frrn, rli EVCEE)-C i AV)`.RD CC-7 19 REC111P.=2. I0 -R.I I �JTrFR wx B= colas-eJ^rM-r 'I SE IO III S 111'I 1Y a" '-'-D" "JEEASE C_•LROF PFO:H7FD 4 4 \PAP11M DE>TF OF i s raavralnec. A19# EOyq BOE T3 LI.LU-il:AI U, _IucLWL (_'; 4.'RIN.AT1(_ hN 17" C,I IRR fL ;;I ITTFR Is 502 Yi'dO AIA C•EPA:MIJ.T OF 734.1,11POP.TATEAJ 8" OF 3000 PSI CONCRETE W/ WOVEN f WIRE REINFORCEMENT 8" OF 21-B COMPACTED TO 95q DENSITY \/ SUBGRADE FREE OF ORGANICS & COMPACTED TO 957. DENSITY TYPICAL DUMPSTER SECTION 2" OF SM-2A 6 " OF 21-B COMPACTED TO 957 DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 959 DENSITY TYPICAL PAVEMENT SECTION DIRECTLY UNDER THE PARKING SPACES 1.5 " OF SM-2A 3" OF BM-2 Le O Q C 22 n U o0 C C o •� tip N O N O JCS 8" OF 21-B COMPACTED TO 959 DENSITY DATE: JANUARY 2, 2006 SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY SCALE: 1" = 20' TYPICAL PAVEMENT SECTION UNDER FILE NO. 0172 ENTRANCE, DRIVE AISLES, AND LOADING AREAS SHEET 3 OF 5 EROSION & SEDIMENT CONTROL STANDARDS � � ..... . � ,,,.. r,, .- 'r J„„1 � ,,,. ++� ,��Cf_..saws.--�"T^x'e�-4Y`„°"°n"�" e-+.n.,-ta"rg'_.•^:...,.."".""�.-M „a--•-�q �-�..� «. _� -uw.a �,.„,.�....._ _ _ T a, g' 1. Permanent or temporary soil stablllzat/on shall be applied to denuded areas within seven days after Anal grade /s reached on an portion of the McGHEE RO,AD� �- �. � �. ...�. - � _ �� � ry P g Y r site, Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for �. 71- 45,longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year, 2. During construction of the project soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. -'"/f i � •tom <,,�`� .. � ,r. ._..--� ,� 1 I p� -� `�-... �`, , / y I j j I '`� 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to survive and will Inhibit erosion. 00 DRAINAGE AREA = 2,25 ACRES i ~ -.. 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step -A- yd " . i I I rn any land -disturbing activity and shall be made functional before upstream land disturbance takes place. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6. Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a . The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage 1 ♦ II I areas less than three acres, _ _ � ♦ s� \� ♦♦ ` J� 1 / 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 �, �♦ .` ♦ ,� I I / sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area, The outfall system shall, �� ♦ ♦ I I I , at a minimum, maintain the structural integrity of the basin during a twenty-flve year storm of 24-hour duration. Runoff coefircients used in ,d`' \ �` \ ♦ ♦ , ; I { I l runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. gym' ��, ♦♦\� \�� �` �� ♦♦ f ;'1 i j "°<� Q' ,� 7.Cut and fiilslopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively ♦ �� �� �, ♦ t r ' -1 �- i I "" / within one year of permanent stabilization shall be provided with additional slope stablllzing measures until the problem Is corrected. ♦ �r �, �, p DRAINAGE °`+ ♦ ♦ ♦ I ; `t `� I � 8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope ♦ ` AREA � � , � �.�-_.�. u_ � �. _� �...� ♦ a ♦♦ i �, I �. I� drain structure, I ��� ♦♦ �` `� `�`� , 27 A CRES ♦♦ ; _.>� i '! ,� �'°� `, a 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided64W. �, ` ♦ ` �\ / I w\ I , ♦ ,; 10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance ♦ ` \ ,� ` �`,, ; I ; ♦ �' `.�, �,� �, �l system without first being filtered or otherwise treated to remove sediment. 11.Before newt constructed stormwater conveyance channels or r es are made operations., adequate outlet protection and any required temporary _-__. -� _-�_ ______� ,� _ ___. _. p ___i___ l _ or permanent channel linin shall be installed in both the conveyance channel and receivingchannel. p �� �' `"` -- - --• -- -•--- --f-------- - j --- 'IZ When work in a live watercourse is performed,precautions shall be taken to minimize encroachment control sediment transport and stabilize i IP TV the work area to the greatest extent possible during consbuction. Nonerodib/e material shall be used for the construction of causeways and t cofferdams. Earthen A//may be used for these structures if armored by nonerodible cover materials. 70 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream \ 1' { \� I \ , 9f crossing constructed ofnonerodible material shall be provided. _ ` \ \i 14. All applicable federal, state and local reguladons pertaining to working in or crossing live watercourses shall be met. GRAPHIC SCALE ' `- I rM ,• -�-►- �.�•- ' • `" 15. The bed and banks of a water course shall be stabilized immediately after work in the watercourse is completed. ��• ''ow � �� , I _ ' 16. Underground utility lines shall be installed In accordance with the following standards in addition to other applicable criteria: l6-���� l� rI�IL1�,I ,n.v\Y •.,` �', ` � Wt \ N r �~ �.` � Ca ' T 2 ', l r� ..=• a. No more than 500 linear feet of trench may be opened at one time. d i , �•� , / ` \ _ _ _ _ _ f / f b. Excavated material shall be placed on the uphill side of trenches. CE CUL 1/ER T 1 C. Effluent from dewaterin o erat/ons 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 of --site property, PP PP 9 n3 57-1 Op o o I RR i� f �- -�� d Material used for backfrlling trenches shall be properly compacted in order to minimize erosion and promote stabilization. '� e. Restabilization shall be accomplished in accordance with these regulations. O 1 0 Sy �DD) / ._ _ -- ' �,� \ ' K l f.Applicable safety regulations shall be complied with. '� : ` oP '� ' = -� '' INSTALL C&L VERTS ` .-" . - -_ I Z Where construction vehicle access routes intersect pa or public roads pro shall be made to minimize the transport of sediment b PRIORS TO AIVY SITE p P , P Po y I - .`,,,, _ ,_"�,.. �; ��., .• ; _ � _ •-`. • ° .` � �/ vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned Sri/♦ / f thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control t ��_ �� -= ✓' disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development Po 9 Y s s p s n s a pP Y P �M lots as well as to larger land -disturbing activities It 18.A11 temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local' program authority. Trapped sediment and the disturbed soil areas resulting from the d/spositfon of temporary measures shall be permanently stab///zed to prevent further erosion and sedimentation. p$` ` ate. �..., •..���� > °�. •-��,�` 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration In accordance with the r following standards and criteria: TEMPORARY DIVERSION DIKE 4.5' min. SOURCE: VA. DSWC Comnact.ed Soil PLATE 3.09-1 PIPE OUTLET CONDITIONS I 3do (M[IN.) )IPE OUTLET TO WELL WINED CHANNEL a7 d SECTION A -A FILTER CLOTH KEY IN 8"-9"; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAPR 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 8 INCHES. Source: Va. DSWC Plate 3.18-1 STONE CONSTRUCTION ENTRANCE REi `--- VDDT N1 COURSE AGGREGATE MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION POSITIVE DRAINAGE $ TO SEDIMENT TRAPPING DEVICE 1'YI ♦�. \II P'ur SECTION A -A SECTION B-B EXISTING PAVEMENT 5:15:1 MDUNT\ MILE BERM (OPTIONAL) 1DI NIN EXISTING PAVEMENT 10' MIN, J EROSION & SEDIMENT CONTROL NARRATIVE Project Description This site is located in the Stonewall Industrial Park on the east side of Lakeville Circle. The purpose of this development to place a 10,500 sf building onto the lot to be used for an electrical contracting business, Existing Site Conditions This area is a vacant lot covered by grasses and scrub trees Drainage flows from the north to the south. All development will send drainage south to existing dralange easements. Adjacent Parcels The surrounding areas are Industrial lots and state roads, The grading plan for this project proposes ail developed runoff to flow to the southeast into the existing drainage easements Off -Site Areas All work including topsoil stockpiling will remain on site. Soils The soils types determined from the USDA's "Soils Survey of Frederick County, VA"shows Swim/ey (#398) and Oaklet Silt Loams (#328) with rock outcroppings indicating fredick Poplimento's. These soils have medium erodibility and runoff: Critical Erosion Areas This area Is known for Karst topography and contains limestone outcroppings and clay that shall be managed by diversion dikes with check dams and silt traps, Special attention should be paid for evidence of any sinkholes on this site during the construction process. Erosion & Sediment Control Measures All vegetative and structural erosion and sediment control practices shall be constructed and maintained according to minimum standards and specifications of the handbook. Structural Practices Install construction entrance (with wash rack if required by inspector) Install culverts with inlet & outlet protection Install diversion dikes with check dams Install ditches with check dams Grade site and seed all exposed surfaces Immediately upon reaching Anal grade General Erosion and Sediment Control Notes (VESH Table 6-1) ES-1. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations 4VAC50-30 Erosion and Sediment Control Regulations. ES-2. The plan approving authority must be notifled one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. ES-3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. ES-4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. ES-5. Prior to commencing land disturbing activities in areas other than Indicated on these plans (including, but limited to, 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. ES-6. The contractor Is responsible for Installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. ES-IR All disturbed areas are to drained to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. ES-8. During dewatering operations, water will be pumped into an approved filtering device, ES-9. The contractor shall inspect all erosion control measures periodically and after each runoff -producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. General Note: 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 the public and environment. R 0 CK CHECK DAM 2 ACRES OR LESS OF DRAINAGE AREA: 8" (ST-1) SEDIMENT TRAP #1 - DRAINAGE AREA = 0. 56 ACRES FILTER CLOTH 31 (ST-2) SEDIMENT TRAP #2 - DRAINAGE AREA = 0.34 ACRES (OPTIONAL) (DOWNSTREAM VIEW) COARSE AGGREGATE FLOW 3' .r. 2-10 ACRES OF DRAINAGE AREA: EACH SEDIMENT TRAP WILL DRAIN THROUGH A RIP -RAP ARC WITH A #57 STONE LINING THE LEADING EDGE AS SHOWN IN THE BOTTOM FIGURE OF THE CHECK DAM DETAIL TO THE RIGHT. OUTLET PROTECTION CULVERT SIZE 0 N 10-YR WIDTH A APRON LENGTH WIDTH B STONE AREA SY 1 15" 4.3 cfs J.8' 8' 9.1' 6" 5.8 2 15)) 4.6 cfs J.8' 8' 9.3 6" 5.8 _ 5 C V4© tp U1 C 0 C o 0 v�pp `' I� V� / NIA Q-G d, ca o�y O co'.) .0 _ Ln 1 zo�nwo� � :Z5 vI�n a u�uQwQOL 5 Ii:a � O Z 4 owoo-Zo 4 N V 1� q tl, LU (� 0 � V �wQW o oLC W Z DATE: JANUARY 2, 2006 SCALE: 1" = 50' FILE NO. 01721 SHEET 4 OF 5 genes ��� 45' STANDARD CONCRETE ENCASEMENIT TRENCH & BEDDING .1- I• eNed Both jok>ffi of the tots shall be restrained. in addition, all nts within the malts recommended length (L)on the large skis of the reduoer Shall be restrained. A l bmWI to be compacted to 96% of ASTM D698 madmum density. mmmmmmm REDUCER 1' asks wim ��- L I ! OA. CONCRETE ARCH In addition to restraining the connection, arty jdnt that falls within the recommended length (L) shell be restrained. Y wled so1A1 �spigot by SDI spigot 46 bad 21 �" gmketed bell adaptor �SDR 21 $DR 35 a• x 4' W,:,WPe SCH 40 gasketed bell and fangs ngs wye well cep Property line Antehed Oroft F--- - - - I location market-v 4' pipe at 2.00% mk9mum ...... grade SEWER LATERAL FOR MAIN WiTH COVER 15 FT OR LESS -17- trwlW 2'x W W top Er Painted RESTIMED LENGTH OF PPE (FO PVC or 6' 8' 10' fY 60 60 80 100 40 40 1 80 1 60 VALVE, DEAD END (PLUG, FIFE: HYDRANT) RESTRAINED JOINTS 1 OF 3 SEP 05 -2- finished cite Valloo, Inc. �r ao b wit Ild marked of bm Ban" as mein SDR 21 wit r-46' 8DR 21- �- concrete " pad . 4' eta» Pang k Model PA46V-CSK (41 18• dla. x 8• deep coast kon deanol4 cap with txaee Plug having a eamilwounk square head MR 21- clesnout pipe 8' elorM Nattily 4W RESTRAINED LENGTH OF PPE (n) TEE PW DIP r X b Lr Lb L U 6 X 6 20 20 20 20 a X 8 20 20 20 20 8 X 6 20 20 20 20 10 X 10 20 20 20 26 10 X B 1 20 20 ?0 2t1 RESTRAINED !£ACTH OF PPE (R) TEE PVC DIP r X b Ir Lb 1r tb 10 X 6 20 20 20 20 12 X 12 20 20 20 20 12 X 10 20 20 20 20 12 X 8 20 20 20 20 12 x 6 1 20 1 20 1 20 1 20 TEE, CROSS, WYE I L�I In addition; to reetr�ng each side of the bend, any joirW that falls within / the recommended length on each aide of the bond shall be resbalned. TYPE RfSTRA2MIED LENGTH OF PiPE (n) RESTRAAED LENGTH OF PIPE (R) Fffmc PVC DP OE1REr S. 8' I to- 12' r 8' t0' 12' 90 20 20 40 40 20 20 20 40 45 20 ?D 211 10 20 20 20 20 225 20 20 ?n 20 20 I!! 20 20 1125 20 1 20 20 20 20 1 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS 2 OF 3 SEP 05 -3- SEWER CLEANOUT SEP 05 -19- SEP 05 SEP 06 UP BEND DEPTH DOWNFESTF BEND tiESTRAINED LENGTH ! Vertical onsets contain down and up berLds. tT' On down bends, one W t faces horizontal and the / other points down. On up bends, one Joint faces horizontal end the other points up. Each side of any vertkal offset bend shall be restrained. In addldon, any UP BEND RESTRAINED LENGTH joint that falls within the recommended length on each aide of the"shall be restrained (Ld, Lu). RESTI MED LENGTH OF PPE (R) DEPTH LF BURY DEPTH OF BURY 4 FT, AW 5-12 FF. 4 FT. 11 5-12 IT. S2 hPE OET;REE OF SDW L4 MONO to OF) 5 f/LYPE OET W OF MW Ld M0111i La (LP) 6' PW/12P 45, 225 tr I115 20 20 10' PIC 22.5 & 1115 20 20 8' PIC 45 40 20 10' OF 451 225 ! 11.2S 20 20 8' PIC 225 8 1125 20 20 12' PW;/DP 45 40 20 8' OF 45. 225 & I l25 20 20 12- PW 22.5 3 I I.25 20 20 IV PW'. 45 40 20 12- Oio 2" 3 1125 1 20 20 VERTICAL OFFSET RESTRAINED JOINTS 3 OF 3 -4- SEP 05 CG• 11 1 Y I z:c STREET APPROACH SAME iNG AS MAINLINE 3t A (RADIUS TO BE AS ROADWAY . SHOWN ON PLANS) C C (RADIUS !to BE AS RADIAL OMBINATI SHOWN ON PLANS) 41 I CURB AND GUTTER (sr'D. C-6) SIDEWALK 1 ® 1x CLASS A3 e • p. °. s. e• ,- OPTIONAL. 6- CONCRETE � IIIe, FLOW LINE 3 EXPANSION Jt)1NT 1 ak� EXPANSION JOINT SECTION C-C NOTE. WiDTH "S" 2'-011 OR AS MAINI.IVE ROADWAY SHOWN ON TYPICAL SECTION A PLAN VIEW CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE, WHEN THE ENTRANCE RADACANNOT ACCOMMODATE THE TURNING REOUItEMENTS OF ANTICIPATED HEAVY dO'PARABrJ41G CURVE TRUCK TRAFFIC, .7KL DEPTH FOR SIDEWALK 6 CURB R ? i F T R,AD EDGE. OF SHOULDER OR 8 x MAX, f� -� D FLOW t0P CHANGE -- AMPS I IT A WITHIN HE L M S 0 HE SHOULD eE. 04CRCASED TO 111. OPTKINAC LINE D WHEN ST'D. CG-111S USED FOR ENTRANCES BUILT MAINLINE ROADWAY-' - "'- -- -- - --- IN CONJUNCTION WITH VDOT PROJECTS, PLEASE i�, X MAX, NOTE THE FOLLOWING SLOPE CHANGE .0 5' LAN. 40' MIN F , STREET ^� )IG MAINLINE PAVEMENT SHALT BE CONSTRUCTED GONNECTI N TO THE R/W LINE (EXCEPT AVY SUBGRADE 0`DESiRABLE FOR COI4MERCl STAEULIZATtON REOUIREO FOR MAINLINE 3 PAVEMENT ENTRANCE WHICH CAN BE QMITTED IN THE ENTRANCE.) SECTION A - A RADIAL CURB. OR COMBINATION CURB TER GUIDELINES FOR GRADE CHANGE .D BEYOND THE R W LI4ETEXCEPT FORUCTEO REPLACEMENT PURPOSES. WHEN USED IN CONJU INCTION WITH STANDARD ENTRANCE VOLUME DESIRABLE MAXIMUM CC-3 OR CC•7. THE CURB FACE ON THIS STANDARD IS TO SE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. HIGH (MORE THAN YrJO VPD) 0 AC 3 x .MEDIUM :(50OA500 VPb) s 3 % 6 x SEE STANDARD CG-12 FOR CURB RAMP DESIGN TOL BE USED WITH THIS STANDARD: LOW (LESS. THAN 800 VPD) 5 6 % 6 Y• )K PLANS ARE TO INDICATE WHEN .CONSTRUCTION OF A FLOW LINE IS REWIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. PIONFCUTEPELOWARPINGOF A PORTION RPIN F WATER. SPECIFICATION METHOD OF TREATMENT - REFERENCE CONNECTION FOR STREET .INTERSECTIONS 5(D2 AND COMMERCIAL ENTRANCES Rev./D, ViRGINIA DEPARTMENT OF TRANSPORTATION 203.04 PERMISSIBLE . .. 011,A. . COPISTRUCTIQN l : S *660FXG,.W. LO GENERAL NO -ES: ,Ka,Nr 4 0 1NG THE DETECTABLE WARNING SHA-L BE PROP{IOM EY TRUNCATED DOMES. 4, e MIFI ... �• 2. DETECTABLE.WARNINC TO EE CLASS-A-3 CONCRETE (CLASS A•� I PRECAST+ se WITH .5t_IP RESIST,AWT INTEGRAL $tf4 ACE COVERING THE FULL. WIDTH :OF THE �^ RAMP FLOOR BY 2703T IN LENGTH IN THE DIRECTION OF PEDESTRIAM fYAVFI, Ul1•tF.k IYFFS Ci MAIFHIAI WITH iW IIiJNCAIFD IJUMt.S UPFF(AAFRF iNA%, yAy( 1YARNIN$ MAY BE USED WITH THE AdPROVPI. OF THE EYC,INEER, TYPE A. 3.. sL:4P)FF, °iiDES OF CURB RAMP MAY BE POURED MONOUTHtC,4l LY WITH P,AMP PEFtFENDiCU' AR FLOOR OR I3Y -i,nr NItiAFItiSit fi CCN;FttLt'1{ON JOIUI %I'H RLL)UPELI BARS. TRUNCATED.UOMES . 4. IF RAIAP FLOOR 5 WREC'AS%HOLES. 1JUST BE PROVIDED =7R DOWEL CIARS..SO y 5EE:SAEET 1'OF 4 4'4R.DETAfLS; THAT A0,101NING FLARE) SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF -� - A PP RAMP PRECAST AM FLOOR, PSECASI CONCRETE SHALL CLASS A-4 A. .41,011 5. REQUIRED .BARS 0.QE TO BE V0, 5 X 8". PLACED 1 'CENTER TO CENTER ALCNG------" vZ: ti1F�' `. BOTH SIDES OF THE vAM? FL00R. MtD pEPTH OF RAMP FLOOR: MINItAIN �"_r-�^� CONCRETE COVER BACK OFi'. 12 t MAMk�. i /_ �� 1'211 MAX, 4811AN(. �' sact:uRe' . S. CURB / CURB .AND GU"TER SLOPE TRMLSiTC'N.S. /ICJACENT TC CURB RAMPS ARE INCLUDED IN PAYMENT FCR CURB / CURB..ANC. GUTTER, 1`YP,k 8 2011. 7: CURB .RAMPS ARE TO BE LOCATED AS -.SHOWN ON THE PLANS CR AS CIRECTEO PARAI. I..F,I., BY THE ENG!N-El. THEY ARE TO.BE PROVCEOAT iN'ERSEC")ONS WHEREVER SECTION :AAA AN ACCESS18LE ROUTE WITHIN THE .RIGHT CF VIAT OF A HiG-10AY FACILITY CROSSES A CURB REGARDLESS OF W-iCTIIER. 3CCWALf( 15 EXISTING, PROPOSED, �� p ()k Nt)Nf %iSTFVT THEY 4FIX1' k=, I OGATFI) ITHIN KOFCTRIAN CX1t....WAI.K.S ERMISSIBLE AS SFIOWV ON rLANS DR AS ORECTED.DY IIE CNGIN=R. AND SIIOJLD VOT \ GtlNS'TRUCTION BE, LOCATED. BEHIND VEHICLE STL)F LINES FX'gTINr, Ll�4T PO[ Fs; FIRE �+ JOINT R. HYDRANTS, OROP NLCTS, CTC. V Accrs."i1Dl:Lt ROUTCS POO.Vii A C01ITPIUOUS a UNOBSTR.UCTED..STABLE, FiRM AND 'SLIP PC ISFANT PATH ,CONN=CTNG ALL 121 MAY, J_ ACCESSIS_E ELEMENTS OF A'FACILITY THAT CAN SE 'APPROACHED, ENTERED -'••'" * AND USED BY PEDESTRIAVS aK; --�, i SIrC _ON. B B B: RAMPS MAY BE PLACED ON RADIAL OR. TANGENTiAL SECTIONS PRONICEC, TF�AT 2• MIN - �------ r - AT XG.,2` HIGHER THAN T P I P H CURB OPEW.VG A WI N 7H IT E S PLACED TH E UMITS OF THEOPENING CROSSWALK ANC. "� �.� CDOE Or rAVCM:NT THAT THE SLOPE AT THE CONNECTION OF T E CURB OPENING IS NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE`. PERPENDICULAR TO TH° CURB. Ai X:Y , ^1AM� .AS TO^. O� CLTtO SEE: SHEET 1 OF 4. 9. TYPICAL CoN,iETE SDEWALK IS 4•' 1HiCKHE TURNNC . WHEN `HE EIIi It:E RADIICANtYOT YNE C -) TRAFFIC, REFER TTO STAVOAR 3.COMMERCIAL v_NTRAN ; HEAV•TRUCK PAPAI: I.FI & FF:�PFNDIC.J AR A4 souaRE.LAtMtau4G. TRUCK TRAFFIC) FOE+ CONCRETE DEPTH. AREA OUTSIDE'tlF . TRAVELWTAY SHALL 10. WHEN CURB RAIMtS 'ARE ;USED N CONJUNCTION .WITH A CHAFED LSE. PATH, Y BE PROVIDED WTIWN IFIF MINIMUM WII)IH SHMI H= iHF WIIFIH OF IHF SHA1IFD LISF FAlhl i.6 - 2.4" �.Q THE MARKED AREA. tRUNCATE0 DOME ! C C V n C) Y G O..0 O O J u u t) .t7 U' t) v: L U' U) O C O 0 00 00 0000000• �. TYPICAL. DESIGN s TEO.A ION ;, . " - O C 0 0 0 '0 0 0 0 0 C• 0 0. 0 s fV '.CROSSWALK. IT Ci./, W.+�i. D.i•, .0 C OSSWALK TYPICAL PLACEMENT SOX 667. OF 3ASE )1A)ETER -TI!W7I-AM��R 0 r_, 0 0 0 .0 0 0 :0 O 0 c, 0 0.0 2 TYPICAL PLACEMENT DIAGONAL VARIATION AT INTERSECTION o c o 0 0 0 A o c o o' o a o .o . AT INTERSECTION WITHIN CROSSWALK. .4° 8A5E-OlAA4ETER J4rA8LE 4'MINIMUM ---- -PAY WITHIN CROSSWALK Ey (WITH BUFFER STRIP) UMITS TRUNCATED DOME DETAIL DETECTABLE :WARNING THiS DES" TO BE USED FOR CONSTRUCTION THAT INCORPORATES. WiDER: SIDEWALK.. LANDING t4>a" WI.DEI REQUIRED AT TOP OF CURB RAMP; MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW DETAIL CONSI Rl1CTIO14; 6 FEET FOR ALTERATIONS. METER BOX and COVER METER SIZE METER BOX METER BOX COVER tyA'x514'atV4' 18M.Dk. NorrTrOo 74M32CRO Imm A32HH•T 1' 24 kI. lXa. Non•Traft MC-30 nuns WITH RiWL-1-T TrafAo MC.30 Fratna WITH FAIL-12•T (Top UCQ COPPERSErTER L"etmm 1--is o size Opposite Skis Sams Sift 6001T VBHC72-18WD4444.84 VBHC82-IOWD44.4434 W VBNC72.18WD44.44•S4 VBFIC82-18WD44.4484 1' VBHC74.1 B4 - N A- Anlshed grade 4W min. yaks reebrl ad to main ' 1_Lrxlrx 18• solW bbdc (for valves 1 P' and larger) INSTALLATION NOTES: NOW: Ode detall Is also used for blmern valves 1. Dmd kwalkm of meter box assembly, to be append prior to kpstslWon. 2. Water een4oe crossing abash a) Enome In W dl TmW SCH40 PVC or StM21 pips. The plying ants run hom one foot beyond ekknrolk, across ft streaL Loon" foot b►Yad ekfawmk b) mates 12 gauge Insulated copper wire (for line tradnW Itom Corp. slop to M the male; bar )wrap wbe around Corp. stop; wire to be taped to by of PET at 10 foot IntermW, c" up Into mety box and tennirero WM with angle ball "WI, 5/8a x 3/4e, 3/40 AND 10 METER INSTALLATION GATE VALVE -7- SEP 05 pBa NP. 'PROJECTION OF' PIPE AROV.E GROUND LiNE TOP OF FILL TOP OF:.FILL TOP FM:I., GROUND LIRE 9 f tbtOUND:: Lam: H. GROUND LINE M � rr�.'Y+ rrrJ rr r,- .. r r ref !. rrrr.+i `.r✓rr rrrr rrr rr. err EARTH` TL" O.+y .� .rr ROCK OR:,. p,T2 II r rr UNYIELDING, EMtTH d d/ D/Z:. " BEDDING 31 ,� MATERIAL hir )dW:1t� f0 BATERIC. K7X T MIN:1 110 D I BEDDING X Q. k..' 'MATERIAL MOI via. D MATERIAL' i+a-D'-�1 X F+e-- MIN, a"' _ MAX, 24" FOUNDATION SOFT, YIELDING : DR. ' NORMAL EARTH FAUN©.ATi.O:IV RACK . t?l1NDA71D,N QTHERWI�t UNSUITABLE MATE RIAL P:1 ,E:'PRf7JEC` ION AB�IVE GROUND LINE I MIN 15 'li P wl 'IVNN 15 i1 T MIK 16 x O MNJ.1.5 x D 0111...1 4i �-- TOP t7F Ft3P OF FLL FILL I% OF FILL -- H -- H H. � rrrrrrirlrrlrxr rirrrrrrrirrrr�.. - rrrrr.�rr✓r.�r✓ rfrrr�r,�rr.;��•r. ^; _ rr r . ;;;rrrr ; :. ._. r r rr/,�r's� ,` ' r r/rrrr = �^ err rr ' rrrr rrrr �rrrri' ^- •� ,,�%f rfir�rr b«121+ �r GROUND !'� LINE: 1 :"-' rr�.: Ir�r rr P.%- r/ rl�' r.� % rr R'12 - r cRt)UN6 rr'J/ri .-- - krrrrrrr rrrrrrrrr..GIeOtIND r.r d. d LINE - - CINE' ,. .= r Dt2Y = = 0 :2✓/r.Y nc7= 1 EARTH �1 11--ROCK.OR... b/ -4" ON, ilia D BEODNO MATERIAL - VNYIELDING ANN V.10 - SDI: -' i -� I n u. I r u IraN vie' D aEOOWG X D . ye , BEDDING` . EARTM atTERI.. NORMAL EARYH FOUNDAl ION MATERIAL MIN Of ROCK FCiUNDAl If3N FOUNDATION -SOFT, YIELDING; OR MAX, 24" OTHERWISE 7UNSUITABLE MATERIAL eEDDING-NATERIAL N ACCdROMiCE, 111TH SECTION. 3D2 OF THE ROM MID BRDGE SPIELIF.ICATIONS RIEGUL/tft 9ACKFILL MATERIAL.. IN:.ACCORbMM Gd ±sZl work 9Et'iTl w 302, OF Tim R1TAD Alq BRIDGE.: SPEV FICATQNi CLASS T B/(CKFLL. MATERIAL MN ACCDRDNi�E WITH SECTION 302.OF THE ROAD' AND BRIDGE: SPECIFIDAT(QNS, ,. HMBAN)(NENT. NO`CE'.FAR PI:ASTIC FIVE, THE LIhATS OF THE CLASS:I BACKFLL; MATERIAL :SHALL .13C E%TENDED TO 1211 ABOVE THE TOP OF THE PIPE.' SHEET i of a 31ECFCATION INSTALLATION Q,FF` PIPE CULVERTS AND STORM. SEVERS Rt7FAQICt 302 CiRCUL'AR PiRE BEDDING AND BACKFILL. - METHOD ''A'' REY.1.�04 303 YIRLIMA'DEPARTMENT OF fRiNSPORTATIDN q7a:. EL-' 1 A59 SIILFT 1 0a SHEET 2 OF 4 ICAT C;0-12 DFTFC;TARI F WARNING SURFA;;F �`► �� ION CG-12 DETECTABLE WARNING SURFACE REV, 7/05 GFNF RAJ NOTFS 105 tray TYPE A (PERPENDICULAR) .APPLI-CATION NEW 7/05 203.o5 VIRC14A C£1=ARTMEN7 OF TRANS.PORTATiON 5f ` 502 VIRGiNIADEPARTMENT. OF TRANSPORTATION 2O3.OSA C0 E NOTES: 1. -H? --N LAY 9F Pa nur na nASr N Pi nx 3. U.L AX- k 10 Nit ULM 1H IF RANI IV AJWk. <0110 PSI IF PPF,^...\5-. 3. CCIMWAmm :um a cu-m -AviNr. A RAmm Or 30CI -EEL OR _ES, VLOIC FACE OF CURW SWLL For PM FM. A4 RAI11N y .WWAIM11 rYRR A GI, -TER. 4.rre im V-H FTINr 7•n rprk-amw rt UWMXA LI•T_t W ILA OL IN_ Wit$ AW, OIl1T1R '.IJ,YL OE CONSTRI.CTCD 'ARA.LC- TO TH= l OP-" 1 VIRWIF MVSF9 AID To THE DEPTH CIF THE PA\TJEM. ". -Ma Mlatl NA'r BE USED WMN ULSIOV i3*_!1) 5 �J vFF Ulf L- O4 ?IRA -MMAY9 AN1 4i VP-F OR • 1 �x R Lw Iv uLVLLtWLU Ul"'W a SWWOM AMAL r TIEOC Da-ICN SPEEM AM E.KC=DEG SVINO/RC CC-T IS 9EQUFED. / ---r v r y•4 � S A. A A '•A A r r. f ..,--"--'--^--^-----^'•• - I-L 6L IUN OF ILL: W,I11 11.0 O_TTF¢ MAY I3F CO\STR_OTF7 I� 6• " o' PHIr'I.LEL TO -E SLO-E 0= 03A;c CDu1.5-5 r:OVDED A mlkuk DEPTH OF 7" \/\ r VnHTAIeLo. THM A7FA LAY FF CnWJ*7F AT CIF CPT(H n- THE rni 7nC-.'.R •P•r.rrt-nv xkl,Nnx (-,C3/1RII\!,T17`1 P;" ('IIRR ale (7HTTF? x,s S02 vFYXMV, .£-NI"'vEv- OF TR/J)SYJRT,1TpN 20 .05 SEP 05 735 I 730 1 725 �14,I I 715 S' dfe, schedule 40 eteol pipe Aped with concrete and painted ned grade 18' dia. IN CMn.-rmax rncmtepad1I-Tftx6`d09p %V _ vvv-v / ivy i -.ter..• Y ma0lwrbss ��- 0". dot rwNel tee with 8' branch FIRE HYDRANT ASSEMBLY -10• SEP 05 +1 V f MAINTAIN 4k i DEPTH 8" SD ' -21 - 204it 18" CLEAR v tJ m g � OJ1 l X 00 C 0+00 0+50 1+00 1+50 LLL ENTRANCE PROFILE k J Q_ LLJ Q) Q Jj W LL U U W Cam.) U R7-8 HAND/GAP PARKING S (12" X 18 RESERVED PARKING MAY BE PLACED INTERNATIONAL SYMBOL ON ONE BLANK, OF ACCESSIB/L/TY ADJUSTING THE REQUIRED HEIGHT /F REQUIRED TO ACCOMMOCIAX THE ADDmoNALNAt LINES VAN ACCESSIBLE REOU/RED EfFEC17V£ PENALTY $100-500 DULY 1, 1.4 TOW -AWAY ZONE a PARKING SURFACE CONCRETE WHEEL STOP (IF REQUIRED) HANDICAP PARKING SIGN DETAIL (NOT TO SCALE) INSTALL GATES ONTO 6"X6" POSTS INSTALL OPAQUE FENCE AROUND THE REST OF THE DUMPSTER TO PROWDE SCREENING TREAT WOODEN PANEL GATES WITH WATER SEALANT. DUMPSTER GATE DETAIL N.TS. 48.0' 75. 0' @ 2% lue y v� oLC C p O CD C V � o C O C IZ) a _ V Q) C M U NIA 735 44. 1p Ins �y Q Q _ Li) z 730 2gv)Luo 725 zv� ugCL v`,to 0Zil Z LI J QeJ yU z W��C30 O 720 W 4_4 �ti O CxZ v000`�o 715 2+00 o j a y ` z L LU ;;oc 1 1 N lac >>> Ca N W a ma r\ Q CV) n 3' MIN. 12: 1 12: 1 3' MIN. N CG-6 '1 CG-6 NOTES: " 1. H/C SPACES MAY NOT EXCEED A 21.'SLOPE. 2. RAMP BUILT TO UDOT CG-12 STANDARDS. J. WHITE STRIPING SHOULD BE 3" WIDE. 4. H/C SIGNS TO BE SET 3' BEHIND SIDEWALK OR MOUNTED TO BUILDING IF POSSIBLE. TREAT WOODEN PANELS WITH WATER SEALANT. DATE: JANUARY 2; 2006 SCALE. 1 - 20 FILE NO. 0172 TYPICAL 6' TALL BY 8' WIDE DOG-EARED FENCE PANEL. INSTALL ON 4'X4"X8' TREATED POSTS SET 3' DEEP. SHEET 5 OF 5 FENCE DETAIL N. T S LEGEND FCSA CONSTRUCTION NOTES VDOT GENERAL NOTESVICINI AP Rev, Nov 20®5 EXISTING FEATURES 1. Thty Water and Sewer Standards and Specifications are available at www.Acsa-water. comPe Authors s 2. The water and sanitary sewer of these are valid for two from date of FCSA approval. VI. All work on this project shall conform to the current editions and latest revisions to the Virginia Department of Transportation (VDOT) SCALE - = C o 0 ` portion plans years Road and Bridge Specifications and Standards, the Vlrginla Eros/on and Sediment Control Regulations, and any other applicable state, w EXISTING EDGE OF PAVEMENT __ ._ ___ EX EP _ - -V 3. Water and sewer lines are to be constructed In accordance with these plans and shall meet all Authority requirements federal, or local regulations applicable. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the EX EG EXISTING EDGE OF GRAVEL _ _______ ._..__..__ 4. The contractor shall coordinate with, and arrange for Inspection by, the Authority. most stringent shall govern. LUO o 0 5. The contractor shall tle-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 SITE EXISTING CURB AND GUTTER F=EX CC-6 �M �- 6. When an existing water main is tapped for the installation of a new line: Occupational Safety & Health (VOSH) Rules & Regulations 3 �� o ._� ._ ___.__ .___� ___ a) The Authority shall furnish all labor and material. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition Q~ ® EX. INTERMEDIATE CONTOUR 48 b) The contractor must. of VD07 s Work Area Protection Manual. Furthermore, all tragic control baggers must be certified in accordance with Section 104.04(c) of �o� o 1. make appllcatlon and pay deposit. the VDOT Road & Bridge Specifications. EXISTING INDEX CONTOUR 50 2. mark the tap location. EXISTING SPOT ELEVATION X 50. 0' 3. coordinate installation with the engineering -assistant. V4. The developer shall be responsible for relocating, at his expense, any and all udlltles, Including traffic sJgnal poles, junction boxes, controllers etc. owned by VDOT or / utility companies. It is the sole responsibility of the developer to locate and identify <i C4 @� 7. Exact locations lines be the Authority's Inspector. private public or /� ti of water and sewer services on new are to coordinated with utility facilities items that may be in conflict with the proposed construction activity. VDO7' approval of these plans does not Indemnify®� the developer from this responsibility. ��0�„'1. EXISTING TELEPHONE LINE --- T - --- T - ; - - 8. The Authority's maintenance department shall furnish and install all water meter through 2" in size. �����`� Qo It /s the developer's/contr<actor's r,espons/blllty to have the meter box assembly Installed correctly, ��• C C EXISTING SANITARY SEWER --� S ---- - S -�--- S Before a permanent meter is installed: V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed ROUTE 37 O -lam o g J ~ EXISTING ELECTRIC SERVICE -- E ----- E - _ _ a) The meter box, with its frame and cover, must properly aligned with the coppersetter. 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. T PROJECT 1 N TI N EXISTING GAS LINE --- OAS - - CA,' - - - c) The distance between the top of the cover and the coppersetter shall be between 18" and 21 ". d) All components of the meter box assembly shall be in proper working order. V6. Prior to Initiation of work, the contractor shall be res onslble for acquiring al/ necessary VDOT land use permits for an work on VDOT P q g n' P Y EX. 15 " RCP right-of-way, Owner Contractor Henry Electric, Inc Construction Management, Inc. EXISTING STORM SEWER �._ --� - __. - _ _ _._ _ 9. For water and sewer services that connect to existing lines: a} The location of the service lateral is to be coordinated with the Authoris Engineering Assistant. tY' 9 9 V% If required by the local VDOT Residency Office, apre-construction conference shall be arranged and held by the engineer and/or - - - � EXISTING FENCE LINE - - - --- --,` - - - b) An Application for Service must be made and fees paid before work will begin, developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. PO Box 3526 360-2 McGhee Road ' EXISTING DITCH LINE c) The Authority shall fumish and install 5/e t 314 ; and 1 " water services d) For all 1 Z/Z " and 2" water services, the Authority shall make the tap and bring the plp/ng to the V6, The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time, VDOT Winchester, VA 22604 Winchester, VA 22603 Phone - (540) 667-0280 (540) 665-0693 EXISTING WATERLINE W/ TEE - - W property line. The contractor shall furnish and install the meter vault assembly. The Authority will requires 48 hours advance notice prior to any required or requested Inspection. Contact: Kevin Kenney install the meter. NIA EXISTING FIRE HYDRANT r-& EX. FH e) The Authority w111 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 Vlrginla Erosion & Sediment Control Handbook. Property Data Building Setbacks Per Code Proposed EXISTING WATER VALVE W ------ - <D---•- W 10. Any water service line must have a backhbw assembly (double check valve or RPZ, as required). The assembly must meetASSE Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within Tax Map Number 43-(19)-53 Front., 75F 81. 64' G d, O�y 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 Lakeville Circle Left Side: 25' 26. 00' JtiQ- ca EXISTING REDUCER W Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Area 2.6488 acres Right Side: 25' 120, 40' c� � ac 11. All fire lines shall have a backflow 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' 187, 09' e EXISTING TREE DRIP LINE �...��_ ` ,� ASSE Standard No. 1048 or 104Z 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. Legal References #010006841 Existing Use Vacant Parking Setbacks Per Code Proposed r V-4 o':Z5 _NS PROPOSED FEATURES 12. FCSA Engineer shall review the mechanical drawings containing the domestic and fire service meters and backflow prevention devices, g g VI 0. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. Proposed Use 1731 - Electrical Contractor Front. 25' 25.30' Left Side: 5' 12.75' z �O �y �P and approve the designs and materials. Right Side: 5' 27.79' Old 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' 13Z 67' PROPOSED EDGE OF PAVEMENT PROP EP GENERAL NOTES possible shall be installed under roadway drainage facilities at conflict points. Open Open Space Minimum 15916 = 17,308 sf PROPOSED EDGE OF GRAVEL PROP EG V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of Open Space Proposed 74.56% = 86,032 st' F.A.R. Maximum 1. 0 o cr W o 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 vlcialty until an adequate design can be determined by the engineer and approved by VDOT. F.A.R. Pro Proposed 0.09 Use For Parking Units S ace per S4. Ft ® P 0 us a o a >- oc Z v 2 m 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 . ( ) g p g y V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Building Data General Office: 1,500 1 per 250 sf Warehouse: 15 1 per employee i Q w o 0 0 Q Q o W � � o PROP. REVERSE CURB & GUTTER 3. The contractor will remove all mud and de ris from the public fight of way that is left b vehicles enterin and leaving the site. b Py y g g Where CBR testing is required, a VDOT representadve shall be present to Insure the sample obtained /s representative of the location. When to laboratories for testing, the be Identlfied labeled belonging to Type of Construction ZC -Metal Proposed Use General Office & Warehouse W Q a W QI o PROP CG- 6R soil samples are submitted private samples shall clearly and as a be VDOT o project to accepted by and that testing shall be performed in accordance with all applicable VDOT standards and procedures Total Parking Spaces Required 21 v, o� �- v W o W Q o PROPOSED CONTOUR 50 4. Any damage to net hbodn ro erties Includln coup roads and sldewa/ks, caused b the development of this site will be the g g 9 properties g h, y P Proposed Area 10 500 sf total p Proposed Parking Spaces 28 o z PROPOSED SPOT ELEVATION + 50� responsibility of the developer. All damage must be repaired to original conditions. V14. All roadway fill, base, subgrade material, and backfill in utility sewer trenches shall be compacted in six (6) inch lifts to 95% of Height Maximum 60 feet Height Proposed 24 feet � � 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 2% of optimum moisture for the full width of # of Handicap Spaces Required 1 H 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 Proposed Handicap Spaces 2 Sl_gn Data PROPOSED SANITARY SEWER S S S 6. The contractor will be responsible for adequate and posltive drainage of this site, otherwise. Sign Area AIlot�d 100 sf # of Loading Spaces Required 1 9 Proposed Loading Spaces 1 t, PROPOSED TELEPHONE T T T 7. The contractor will obtaln a Land Disturbance Permit prior to any site work or construction. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as s ecifed b VDOT. P P Y Sign Area Proposed 32 sf Q PROPOSED ELECTRIC 8. All construction will be done following the laws and guldellnes set forth by OSHA and VOSH. Sign Height Allowed 60 feet Sign Height Proposed 10 feetCZ y 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 any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. E a 0 PROPOSED WATER LINE 10. The developer is responsible for the relocation of any utilities required by this site plan. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be Installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Trafir"c Control Devices. C n tact NUM bens � PROPOSED WATER METER �' GYM � W 11. All Erosion and Sediment Control devices shown on this site plan shall be Installed prior to construction. LU PROPOSED FIRE HYDRANT PROP. FH 12. All controlled fill must be compacted to a minimum of 95% density following Method A' of the Standard Proctor ASTV--D698, V18. The developer must provide to the VDOT Residency Office a list of all material sources prior to the start of construction. Copies of all Surveying &Engineering Firm: AASHTO-799, or V7M-1 as applicable. Any fill placed under buildings, structures, orpavement must be inspected and approved by a Invoices for materials utilized within any dedicated street right -of --way most be provided to the local VDOT Residency Office prior to GreyWolfe, Inc. (540) 667-2001 professional soils engineer. A geotechnical report supersedes this note if provided acceptance of that work. Unit and total prices may be obscured. Contractor., COMMON LABELS & FEATURES V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using CMI - Kevin Kenney (540) 665-Of93 Zoning Enforcement: a �o 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-10. A certified compaction Department of Planning (540) 665-5651 � o 0 PROPERTY LINE OF PROJECT locations and not all utilities may be shown. Y technician shall erform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless s ecified otherwise. In addition PY P Site Inspections: Q o M to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and N 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 A ,�-� T .r r1.1 [ n 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 cifi ip as speed in Section 315 and VTM-76. A certified compaction technician shall perform these tests Certified copies of the test reports shall be submitted to VDOT Bally, unless specified otherwise. A VDOT representative shall be Fred Co. Sanitation Authority (540) 869-1061 Telephone Verizon 301) 954-6282 : PARKING SPACE TOTALS 12 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 be present during the construction and testing of the control strip. Electric: Alleghany Power(800) 654-3317 0G2- ADA HANDICAP PARKING STALL Gas: Shenandoah Gas Co. (540) 869-1111 DEPARTMENT F INSPECTIONGENERAL J TEC V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom MISS UTILITY.• 1-800-552-7001 SIGNS '� of the excavation to determine the type and condltlon of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOTfor approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Zoning /ng General Notes SANITARY MANHOLE IDENTIFIER O 1. Bullding(s) must comply with the Vlrginla Uniform Statewide Bullding Code Sections 304 (Business) and the Intemational Bullding Code/2000. Other Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall codes that apply are CABO A117.1-98 Accessibilr and the Usable Building & Facilities. PP Y h' 9 be determined by the engineer and approved b VDOT PP y Maximum Maximum 1. Exterior lighting will be provided by wall -pack lights attached STORM DRAIN STRUCTURE IDENTIFIER Q 1. The requirements in BOCA mandate either a fire wall (Section 707) or a fire suppression system if height and area limitations are exceeded for the type Table 507 BOLA. Environmental Existing? Disturbance Proposed to the building & lightpoles. IL of construction under of 3. A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for building permits Plans must show all V22. Approval of this plan shall expire three (3) years from the date of the approval letter. Features Acreage Allowed Disturbance 2. All lights will be shielded or directed to prevent glare on 4 LIGHT POLES ingress/egress locations to the exterior per C480117.1-92 and meet requirements of Chapter 17 of BOLA. V23. VDOT Standard CG-12 Curb Ramps shall be Installed where Indicated on these plans and/or as specified b VDOT. P Y o Floodplain 0 acres 0 % 0 /o neighboring properties. 3. Outdoor trash receptacles will be in an enclosed six (6) foot � �; t-4- W 4. Maximum slope across handicap per p parking stalls shall not exceed 2%. All required egress doors shall be accessible to a min. exterior area for assisted rescue, section 1003.2,13.71BC. Note flre ratings around this door if this section is utllzed. g V24. VDOT Standard Guardrail shall be installed where warranted and/or asproposed on these plans in accordance with VDOT's installation criteria. P Lakes & Ponds 0 acres 0% 0% o ®% fence. Q W � � LOCATION OF TEST PITS Final layout be by VDOT /s Wetlands >1AC 0 acres 0 /o 4. This project will not disturb any environmental features as W 5, The 2000 International Building Code must be utilized for building design. approval of guardrail to given after grading mostly complete, Sinkholes 0 awes 0% 0% defined by the Frederick County Zoning Ordinance. Z ® ( Z v FIRE MARSHALL GENERAL NOT TRIP GENERATION Natural S. W. 0 acres 10% 0% 5. The owner will be responsible for obtaining orgranting easements shown on this rx OO W O LU DATA Retention Areas plan. ; Q EROSION &SEDIMENT CONTROL FEATURES 0 0 0 Steep Slopes >50 /0 0 acres 25 /0 0 /o 6. Easements will be recorded and copies sent to the parties Involved. OQ W � U Z � 1. An inspection by Fire Marshall's determine be the office will where curbing must painted yellow. Woodlands 0 acres 25% 0% 7. All utilities that will service this site must be placed F�- W W. INLET PROTECTION ® Ip 2. "No Parking - Fire Lane" signs will be placed on the site by the Flre Marshall's direction. TTE AM PEAK HOUR PEAK HOUR PM underground. ,Q W tY O LU WJ 3. The contractor must align. the fire hydrants to the direction as determined by the Fire Marshall. CODE ITE USE EMPLOYEES IN OUT TOTAL IN OUT TOTAL ADT APPROVALS SP # - ®6 OUTLET PROTECTION Op O 4. Buming brush piles of natural vegetation requires a permit. Buming construction debris is prohibited, 5. Emergency be times Fire hydrants be be left Q vehicle access must provided at all will always unobstructed r9 cY P Y Y 110 LIGHT INDUSTRIAL 15 6.3 0.9 7-,2- 2.2 5.4 7.7 45.3 CHECKDAM CD O RESPONSIBLE LAND DISTURBER -?1WZI DI VERSION DIKE popOD Frederick County Zoning Administrator Date �, DATA TAKEN FROM THE 1. T. E. MANUAL 7th EDITION SILT FENCE W/ WIRE SUPPORT NAME.' LANDSCAPING NOTES Rna/ Site Plan Approved by Frederick County Planning Department Reviewer Date SILT FENCE W/O WIRE SUPPORT SF CERTIFIC,gT.I®N #; 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. ���° DATE Landscaper must stake and guy al! trees Stake locations must avoid utilities 2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval, SEDIMENT TRAP ST 2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots and be well branched. 3. The Frederick County Sanitation Authority approval Is valid for two years from date of approval. If construction is not in progress at the end DATE: JANUARY 2, 2006 SCALE: i" = 20' 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. oAuthority approval shall be void, f ts period this 4. The Frederick County Department of Public Works approval is not enough to begin site development. The owner/contractor must obtain a CONSTRUCTION ENTRANCE CE 2. Note: An on -site pre -construction meeting is required with the Owner, Site Contractor, Public Works, & Designer prior to commencing any 3. Landscaper shall use shredded mulch In 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. 0172 site work. 4. Plant substitutions will be allowed with the approval of the owner and the Frederick County Planning Department, approved prior to constructing any structure. Furthermore, the site must meet all ADA requirements and be approved by Inspections. 3. The contractor will possess a Land Disturbance Permit prior to any site work or construction. SHEET 1 OF 5 \ ,l SPAHR METRIC, INC. y EX. 10' UTILITY &' f J980002069 ' \ \ DRAINAGE ESMT \00 s01 ZONED. M-1 i \ \%980002069 E . 10' UTILITY & EX' RPtiNP\ 2069 ,/ E USE: VACANT { \ D INAGE ESMT O ga' AGO 0tE501 � ,..'' 4-2.6 ACRES20Apo62069 ( r r 43-(19)-46 \ 1 SPAHR METRIC, INC. \ / J020015381 \ \ 1 ZONED: M- I USE INDUSTRIAL \. +2.0 ACRES \ \ 1 � 112 i/RF" 1 \/ \ S 63'29'28" E - 569.91' ,� � •..._ � . _ `- -_ \ EX SSMH RIM= 727, 28' INV IN= 17.89' f INV 0 T=71776' / Or 4; 00 ff Opppps 96 f IRF \ j 728 \ L 7Z9 ✓ 302 1 Q \ W \ SFiy /p s \ i \ + + 729 + ,f1 iYAll-,1 3 v o \ F-9 gNiT 1 ` 30 y 5'R S R 301 30P 30-4 _ 18Q 25' BRL !N{1=726.70 o�q/AgcFTQi7y Qy X_ 25.00 i , ct 150.00 f L 730 . � � l � � -' ,�i i � OUTDOOR \ _ ,� i , \ ? `� \ �. \ j /,' � � 43- (19) - 52 i r\� SGN LOG470N Q7 l "� ' STORAGE 2 ,\ f r /� INVESTMENRTSEI LLC �28 �S- \ j050009331 , ® , b�,� OFRCE WAREHOUSE i '` \ \ \ �` j x ` / �` 29� 30Q 1500 sf 9000 sf , \ \ \ l // USE.EDACANT t , `\ FF--730.51 FF=730.50 g I \ - _ \ \ 1 I lRF +5.1 ACRES t / r 5/8� J h� t' 24' ` / (W \ \ \ ° �Q�0000 �� \ 1l \ , H/C RAMP 1 \ ck o X 15 if 1 . o �VQ DUMPSTER ? \, �R y PAD: 298+ 3'-0" DOOR 0 0 0 0 4 N - . ` v •r �`\ 20 23� TRANSFORMR1 29-0 N=72s0' 29 ' R1 5'R w w 30.9 \ 309 1 ; ; ,,Al �� o co Q By FC�- • 37 0 / V=72 . 0 y \ I� o TM *$�- \/�\ ?o, �, 9, JR Joy ` ` 17.5R \ 730.7" 5.2'R ( i \ 1 �' ' 43-(19)-54 rya 1 A D KNOTTS�.O/p DEVELOPMENT, LC 1050015689 #� � � � • \ } i \ rl7 ZONED: M- 1 \ 5a R 25 R s 29,} 29-J USE: INDUSTRIAL 4. 5R 13.3 ACRES C) y � 5'R D$a \ ! INV=726.30'Qa 281 +28-7 +281 i EX. 10, 1 281 729 TlU & C/o 29d } I DRAINAG ES !NV'722. 5' SSMH J29 �' s' 1 ; fo l0 684 f RIM=729.56' D,9A E INV 1N 723. 10�Yd> 068 1 ' INV OUT= 723. DO - a ADJUST TOP 0.3'7/ l oppo Fs�;T� 729.7 p' BJP PROPERTIES, L C 6g9CFFSTy� JO I0007052 INVr740` ~' '� r~� �� 1 / I l s °� A8j ZONED: M- I USE: INDUSTRIAL f2.0 ACRES AN 43-(19)-49-� TORN & ASSOCIATES, L CFH ZONED: M-1 USE INDUSTRIAL � +2.6 ACRES � � �\ �� `^ � • ` �\._ \ � \ ~ ``-.` \ � Of \, -' ~ ` 1. \ '•-. , \ ," GRAPHIC SCALE . SSMH J18 , ,o� \'-`� '�, RIM= 72750 2 .50' o�-Q- `� .'\ INV /N 716. 0' INV 0 T=71.50 DRILLHOLE IOAN & -ASSOCIATES, s ` MTED PART ZONED: M- 1(n USE INDUSTRIAL . ■ CA 0 BN oft CD bm U p C o 0 n h C�O U o0 fD C o 0 V Qj n J o c 3 G .�N1A aW `y0 co ry 00 v 7 O O 4 a r � � �� vP Z 0 V) w w w DATE: JANUARY 2, 2006 SCALE: 1" = 20' FILE NO. 0172 SHEET 2 OF 5 735 730 725 720 715 v z w i I - 100yr7729. - - 15" RCP 100' ® 0.59' I j DRAINAGE AREA = 1.27 ACRES � O I � O u n z i z � � W N 0+00 0+50 1+00 CUL VD?TI H-1 1 J-501 V-1 1 2-k3" Saucer � C 2- Prune out any dead or broken branches, remove all togs, labels, strings, wires, etc. from plan. 2-3" mulch Set top of root boll aqua/ to or 1-2" above grade. "#r1 • Remove container, use S, sharp blade to make four 1/4 =1 " cuts the J: length of ball and cut a •' �; r 114 X on bottom of ball, loosen compacted '•• roots. CONTAINER GROWN SHRUB Prune out any dead l — h—L.11 es. all tags, labels, wires, etc, from 1` mulch Set top of root ball equa/ to or 1-2` above grade. 9 rope do burlap oot boll. Dig hole 2-3 times width of root ball. BALL & BURLAP SHRUB SHRUB PLANTING DETAIL (NOT TO SCALE) 735 730 725 720 715 I � f j i ! f _ 100 r-727.8' I 15" RCP 120' p 0,3q, I DRAINAGE AREA I = 2.25 ACRES I I I I I j i E � l Z� q Q, L75 0+00 0+50 1+00 CUL INERT 2 H-1 -50, V-1 "-5' 73510 �\ D�DR"o p200 TP�Ct Vg8 N� p155� 730� t�, Zp RAINPpp2p69 \� a 725 ` 1/2" iRF 2-1 715 i •(j'� ` L.Y \ V srr w� \ � S <? 43-(19)-54 A D KNOTTS `' w DEVELOPMENT, LC J050015689 ZONED: M-1 1 �. �+� � •� � \ � USE: INDUSTRIAL w.-�"730.9' \ ~\ :-3.3 ACRES •'' 43—(19)-47 SPAHR METRIC, INC. J980002069 ZONED: M-1 USE: VACANT 1-2.6 ACRES 'a M E I � • �� j f C oCID EX 1UTILITY & DRAINAGE ESAGE ESMT ! — j O 'L N 11980002069 EX 10' UTILITY & d A 1 {I DRAINAGE ESMT 1020015381 r h O p C3 wa I �Q CS ROO �� •� Imp N O Q: "Itt ej :3 a `. S 6X29'28" E - 569. 91 ' N p C 25' BRL - X X. A PL—_. z k � I =,�k k ;�I k I �1N1A 'i�C x x i ( w , Uj m y (L 1 •bV Q c6 k ., `.' I 11 I 4=- 'cam ,�� 4 W Z 41 W d 4 oto av�,;Wz uw, �c`�!.0Wov ze m o 4�z� OD�pt�N 730.0, g Prune codominont leaders•.- - DO NOT prune terminal leader or branch tips Prune rubbing o,,r-� 729. ! EX. 10' �TJLITY cross branches DRAINAC [SqT VJ t01001684j SSMH 129 Prune narrow crotch RIM= 729, 56 ' \ aRaa0 angles do water spouts INV IN= 723.eE 10 I� ON ESMT \ INV OUT=723.001 I �( �_ L� 10006841 (n Prune broken branches Remove tags and labels-.._,.... � / 729 7' `~"\�•,�,,.,_ Prune suckers `�,� � � ,,.,'\ _ �•.,_ .� •-"" -, ` .. `��i Cut away ail balling ropes 2"-3" mulch kept Remove top of wire basket away from trunk \water Son well to -contain ``�•-_._ �``�-. '`^� �� � ��` i.• J ` Backfill so Partially • water to Widen and s ogre �--- soil, finish holes in wal, l backfilling Area for Ned Rem m container and cut drainage dyeing roots if or the coul container -grown, or as be installed, much mop as poste ifLeavesolid soil pedestal - do not Md-grow" dig deeper than boll depth Dig hole 2-3 times root boll width I TREE PLANTING DETAIL (NOT TO SCALE) Trees Symbol Common Name Botanical Name Planting Size Mature Fall Color Quantity Height or Caliper Height AH American Hombeams Carpinus Carolinian 2" Caliper 30' + Orangish-Red 3 • RB Redbud Cercis Canadensis 2" Caliper 20'-30' Yellow 3 � 1 DW Kousa Dogwood Cornus Kousa 2" Caliper 25' + Purple 9 RO Red Oak Quercus Rubra 2" Caliper 50'-75' Brown 3 18 Shrubbery Symbol Common Name Botanical Name Planting Size Mature Fall Color Quantity Height or Caliper Height BX Boxwoods Buxus 36" Tall 4' Green 25 e> . bQ`rkrel�\\ \/INV=72732' �`' er Pd GRAPHIC SCALE 43-(19)-49 TOAN & ASSOCIATES, LC- J020000938 % ZONED: M-1 °- �� USE INDUSTRIAL f2. 6 ACRES All plantings will conform with Section 165-36B of the Frederick County Zoning Ordnance, Plant/ng Selectlon, Planting Procedure, and Maintenance, LANDSCAPING DATA Parking Lot Data Trees Requirement Calculation Per Stalls 1 per 10 Stalls 28110 = 3 Per Impervious Area 1 per 2, 000 sf 30, 68412, 000 = 15 Total = 18 L Green Area in Lot 1596 of 18,925 =1 1, 332118, 925 = 946 sf I 7% provided 1 Shrubbery 1 per 3 ft 12913 = Headlight Screening 1 125' total 25 provided ro-a • �+' •' :. `.' ' 4" OF 3000 PSI CONCRETE W/ •', FIBER 1. rHS 1E" UA'" EE -;ECAW OR CAS- L PLAA;'. .. , a .: CGhCRETE TC EE CL459 AT F r..ArT IN -LACE. 4000 91 F PRECAST. " 4 OF 21-B COMPACTED TO A CON311A70F CUR3 1 CLF'ER FAVM A RADNI$ 0- 300 =EE- OR _Ess fA.O4C FACE OF CtIP.0) g•WLL O Q 959 DENSITY eE PAC FCR 1.9 RADIX CCU091ATION CU2° 6 WTTEP. 4 roR UfiS IrrH / Owl. CICAAA6E _RKP T•1! 9oTTCM or ME CURD AID :lj TO •1 f OONSTRUCTED P4i:LLEL \ SUBGRADE FREE OF ORGANICS TC. nr .,19fna<r & COMPACTED TO 95q DENSITY I I I A%1 M 41 NJ) I'J I Ill `11 l9 tl 1'AYI N YI. !Tb; LJNH GP•' H J.tU µthN I:I M34 'Al I 1 5 co J' 1 CNC14 ,. R LE S r, I I111 xA, I A & A9' �•-- LE3A I. DEI cLCPED U�8?N L S13LR&1V TYP/CqL SIDEWALK SECTION UrAR. 9• T rr T : MIJ .,Frrm AN' ,r EYOCEO:C 9-AWRD CO-7 Cl REWIP-_. .; ,, , i4' U 6 D tr • � •�- i' •--'—�-• '--�-- III I91l IIMI UI Ilp CLI, I •IA ~~.liltFR H1Y R= CGN9it.1..T=D 47A1 1 11 , •+/ L J`0' I_ '.'-O" _ '1EEASE 0_d.PSES PRO'1.Cm A 4 r 19AMR4 0E'71- OF T Ep yp g� C� 3 NAWAIN_C. ' 115A OP'-1'.NI Oi -yticP A ll--TOJ tl LU•ICAl UK lunrx 0:-4,1RIN,ATWt N 6'' C; PR K ;;1ITTFR 1*s 302 ',ROAIA OEPARTNI_%T OF T241J3PORTkIM ` `` '' 8" OF 3000 PSI CONCRETE W/ WOVEN Y ` WIRE REINFORCEMENT 8" OF 21-B COMPACTED TO 959 DENSITY i \/ SUBGRADE FREE OF ORGANICS & COMPACTED TO 957o DENSITY TYPICAL DUMPSTER SECTION 2" OF SM-2A 6" OF 21-B COMPACTED TO 957. DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 957 DENSITY TYPICAL PAVEMENT SECTION DIRECTLY UNDER THE PARKING SPACES 1.5" OF SM-2A 3" OF BM-2 W Q 8" OF 21-8 COMPACTED TO 9590 DENSITY DATE: JANUARY 2, 2006 SUBGRADE FREE OF ORGANICS & COMPACTED TO 957. DENSITY SCALE: 1" = 20' TYPICAL PAVEMENT SECTION UNDER FILE NO. 0172 ENTRANCE, DRIVE AISLES, AND LOADING AREAS SHEET 3 OF 5 �� -" " �✓�-�� 4 YV- - EROSION & SEDIMENT CONTROL STANDARDS EROSION & SEDIMENT w CONTROL NARRATIVE McGHEE ROAD,- - - - ~� p" - `" �'~ ` - �` 1• Permanent or temporary soil srablllzation shall be applied to denuded areas within seven days after final grade is reached on any portion of the, o 0 site, Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for Lh longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one ear, m to 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The Project Description U 5 a -- _ -- applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil This site is located in the Stonewall Industrial Park on the east side of Lakeville Circle. The purpose of this -..-'` �,. � ;;�"�` ,,..� �_,,.._•--'�_M--•-'" � ; � ( -., intentionally transported from the project site. P � C development to place a 10,500 sf building onto the lot to be used for an electrical contracting business. oe 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be C en E considered established until a ground cover Is achieved that is uniform, mature enough to survive and will Inhibit erosion, Existing Site Conditions C N `�="=-•'--- ' ;.�-''"� �' `' yJ'"', ✓ ✓r DRAINA GE AREA = 2.25 A CRES �y ,, d i j �� 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step This area is a vacant lot covered by grasses and scrub trees Drainage flows from the north to the south. , - ��� -'►' ( i i ,,,555 in any land -disturbing activity and shall be made functional before upstream land disturbance takes place. All development will send drainage south to exlsting dralange easements. �� �' �\ I 1 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. S. Adjacent Parcels -0 C4 o en ,� f , , � ' ' ,/ \ I . 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. The surrounding areas are Industrial lots and state roads, The grading plan for this project proposes all J o \ ; ! \ •" I ( developed runof�'to flow to the southeast into the existing drainage easements �'� ♦ j t \\ �'" I ! , ': ,� ` a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage ♦ i ` \ ` ! ( 1 areas less than three acres, Off -Site Areas ( ' W `- �e ♦ r \ ♦ �p y , I I , J 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 Ail work including topsoil stockpiling will remain an site. ♦ \ 3 \\ �� \♦ ® I ' ( f /J sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area, The outfall system shall,= ' �, ♦ \. I Soils ♦ ! ( ! t at a minimum, maintain the structural integrity of the basin during a twenty-five year storm of 24-hour duration. Runoff` coefficients used in `\�, ♦� \ �� \\ ♦ ,% ; I { i I 1 / runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. \ ` ♦ ` I i ! The soils types detennined from the USDA's "Soils Survey of Frederick County, VA shows Swim/ey (#398) i ♦ ` , b ' ' �' 7.Cut and fill slo es shall be desi ned and constructed' In a manner that will minimize erosion. Slo s that are found to be erodin excessive/ and Oaklet Silt Loams (#329) with rock outcroppings indicating fredick Poplimento s. These soils have / � � ♦ 1 � ! ( ! P g � g Y medium erodibill and runoff, 4` `�,,`� \♦ �� \� \ ♦ 1 I' �- aL I �I i within one year of permanent stablAzatlon shall be provided with additional slope stablllzing measures until the problem Is corrected. t%' \ ♦ �� �, �, e, DRAINAGE ♦ ♦ ♦, # - - - - %� X� 8. Concentrated runoff'shall not flow down curt or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope Critical Erosion Areas NIA ♦♦ AREA ♦ d 1 ! I drain structure, ��\ ♦♦ � � ` .`` ` I H This area /s known for Karst topography and contains limestone outcroppings and clay that shall be 1. 27 A CRES "� 1 I i �. '�, //� 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. managed by diversion dikes with check dams and silt traps. Special attention should be paid for evidence co yy .\ ♦ �A` `e ♦ ♦ I ; `, * �' of any sinkholes on this site during the construction process. O °�° �' �� ♦ / _ I �, ; ,; , \ Ln 10. All storm sewer Inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance - "� ♦ ` `� \ 1 -� ` ,% ( I i �'` ♦,� J1 1 system without first being filtered or otherwise treated to remove sediment. Erosion & Sediment Control Measureselo ,a Z�- �+ ` \ -°• 1 �. � { 11.Before newt constructed stormwater conee ante channels or pipes are made operations., adequate outlet mtection and an required temporary All vegetative and structural erosion and sediment control practices shall be constructed and maintained `l:J Y Y PP P q P any P rY \ ♦ `.__ __.____w _� �,_-__-_.-_ ___ ___ _ _ __.._.___ti_ _ - �_ or permanent channel lining shall be Installed in both the conveyance channel and receiving channel. according to minimum standards and specifications of the handbook. D �� ,, _♦ - \ ` - _ - °` Structural Practices ---..�...,,,,,�.�.____ ;�---,..r,�`_.__._...__ ___._.._._.___� __ __ _._. _-..` ___ � ••.___ _.�.-__....._�..__._..._..._. _. w. ____�____....._ �__-_,._ _ IZ, 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. Nonerodib/e material shall be used for the construction of causeways and Q o W \ �• �\+ '" '� l 30 cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. Install construction entrance (with wash rack if required by inspector) z o � z �, Install culverts with inlet & outlet protection I;, m o 0 0' ' 13.When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream Install diversion dikes with check dams z o o ' Install ditches with check dams `� a o j � � � '� � ♦ \ :� 1 1 � � 1 �,- � '�, � , � crossing constructed of nonerodible material shall be provided. � Q � � 50 0 50 '� 1 ` "��, �} o• f I \ d Grade site and seed all exposed surfaces immediately upon reaching final grade -tj a �I I �,- .� 14. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met.LLA u GRAPHIC SCALE ' y'l \` CJ\,\\ .► \` I �} ,r �°�� i' ;-� \ General Erosion and Sediment Control Notes (VESH Table 6-i) o g� o 15, The bed and banks of a water course shall be stabilized immediately after work in the watercourse is completed, 1, ES-1, Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be o o z ' I I al "- e 16, Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: constructed and maintained according to minimum standards and specifications of the Virginia Erosion and J! ��` ` \� ... i ; i' l/ �' �` Sediment Control Handbook and Virginia Regulations 4VAC50-30 Erosion and Sediment Control Regulations. �\ !`.- � r ! � s� a. No more than 500 linear feet of trench maybe opened at one time. ES-2. The plan approving authority must be notified one week prior to the pre -construction conference, one ............ s� �• r _ w b. Excavated material shall be laced on the uphill side of trenches, week prior to the commencement of land disturbing activity, and one week prior to the final inspection, o ! I j CL L VER T I <r 3 t ' -� ,� .� \ T o _ _ _ _ - -�� �; J c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged Ina ES-3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing, c manner that does not adversely alfect flowing streams or off -site property. ES-4. A copy of the approved erosion and sediment control plan shall be maintained on fire site at all o RR ii A z _q �- �� d Material used for backfrlling trenches shall be properly compacted in order to mialmize erosion and promote stabilization. times. o E e. Restabilization shall be accomplished in accordance with these regulations. ES-5. Prior to commencing land disturbing activities in areas other than Indicated on these plans (Including N but limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control 3 W f.App//cab/e safety regulations shall be complied with. plan to the owner for review and approval by the plan approving authority. ~o INSTALL C&L VER'TS �`�� ' �' ,° 171 Where construction vehic%access routes intersect vet or ublic roads, rovisions shall be made to minimize the trans ort of sediment b ES-6. The contractor Is responsible for Installation of any additional erosion control measures necessary to -� L_- _ ' PRIOf TO ANY SITE 1 E Pa P p P Y ` �` ' ♦ vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface the road surface shall be cleaned prevent erosion and sedimentation as determined by the plan approving authority. �'i �I�D%��G 't\♦ / i thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control °` p! f `♦�-�_` =r �` �= -w-.� disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development ES-T. All disturbed areas are to drained to approved sediment control measures at all times during land W 1010 _ yw, lots as well as to larger activities `� , �_� ` /� �, rg g disturbing activities and during site development until final stabilization is achieved. a _� 18.A11 temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary ES-8. During dewatering operations, water will be pumped into an approved filtering device. I J measures are no longer needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas ;' �� ,, ;- .-•� '�� / c J resulting fmm the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. ES-9. The contractor shall inspect all erosion control measures periodically and after each runoff producing rainfall event Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices 191 Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to shall be made immediately. - ._ _ _ _ • -- > • p ' increases in volume, velocity and peak flow rate of stormwater runoff' for the stated frequency storm of 24-hour duration In accordance with the fallowing standards and criteria: General Note: The Erosion & Sediment Control Inspector will retain the right to add to or modify these erosion and • % i ``-' -•y�' �l �-� sediment control measures during the construction process, within reason, to ensure adequate protection to V the public and environment. '/ `%� �� ' %1 `µ"''me... \. ��• & '�a�.~'-� STONE CONSTRUCTION ENTRANCE ROCK CHECK DAM o �� 2 ACRES OR LESS OF DRAINAGE AREA: 4 70' MIN EXISTING A , 5.;AVEM\ENT ,� s� (ST-1) SEDIMENT TRAP #1 - DRAINAGE AREA 0.56 ACRES � �C Q o I-- w FILTER CLOTH g" MIN. q <�Al) BERM 3' (ST-2) SEDIMENT TRAP #2 - DRAINAGE AREA 0.34 ACRES a o W SIDE ELEVATION FILTER U v„ W � � O PIPE OUTLET CONDITIONS EXISTING GROUND 70 MIN.T (DOWNSTREAM VIEW) w TEMPORARY DIVERSION DIKE A D VASHRACK CVDOT OARSEIAGGREGATE EACH SEDIMENT TRAP WILL DRAIN THROUGH A RIP -RAP ARC Z UjQIN. sd MIN. (OPTIONAL) WITH A #57 STONE LINING THE LEADING EDGE AS SHOWN o , w w F`°K �` 3' IN THE BOTTOM FIGURE OF THE CHECK DAM DETAIL TO `` A 12' MIN. 1M MIN. //�� �� O !"- EXISTING PAVEMENT Compacted Soil dam_ THE RIGHT. PIPE OUTLET TO WELL VDOT G I '� To SEDIMENT E IM DRAINAGE Ia' MIN, 2-10 ACRES OF DRAINAGE AREA: COURSE AGGREGATE TRAPPING DEVICE 18" min. DEFINED CHANNEL e ( -I- WIDTH f---Flow PLAN VIEW MUST EXTEND D E RESS OOf PERATION AND EGRESS PLAN VIEW a ,r ►aM. 3. 4.5' min. � D y --.. � .3' MIN. FILTER CLOTH 3' MN. (OPTIONAL) OUTLET PROTECTION d FILTER CLOTH (DOWNSTREAM VIEW) -,- crrT1/1AI A -A SECTION A -A I I 1 01 ( FILTER CLOTH KEY IN B"-9"; RECOMMENDED FOR ENTIRE PERIMETER ''"'''"" r r 6•_7- VDOT /1 CULVERT SIZE N Q 10-YR WIDTH A APRON LENGTH WIDTH 8 STONE AREA SY _ DATE JANUARY 2, 2006 NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION r, I. ;, . r{...y ; COARSE AGGREGATE 1 15 4. 3 cfs J. 8 8 9, 3 6 5. 8 A/1TTT.TT1. BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED '•`,, . r : "' " .t �1•• ,•, ;''�'1.,�' L••�,,;•, •,f• FLOW 1 3' 1�� _ 0' - SCALE: 5 /] L „ 15 4.6 CfS p, J. U p, U Q 9,3 6» 5.8 ov�is�,r.; vx. uant, PLATE 3.09-1 USING PLATES 3.18-3 AND 3.18-4. (,`., 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT FILE NO. 0172 LESS THAN 6 INCHES. 411101111! 110man,6"t, Source: Va. DSWC Plate 3.18-1 REINFORCED CONCRETE DRAIN SPACE SHEET 4 OF 5 SECTION B - B CLASS I RIPRAP SOURCE; ADAPTED from 1 t COW. and Va. DSMC Plate 3,02-1 1 SOURCE: VA. DSWC PLATE. 3.20-1 P eelact Loldll All badt811 to be compacted to 95% of ASTM D698 maximum density. STANDARD general back(II r ijj��\� �.1 0.111ect aodi CONCRETE ENCASEMENT TRENCH & BEDDING 4- SDR 36SDR 35 spigot skjot by -by boll SDR 21 46" bard / adaptor bell adapter -----' REDUCER V select roktlq L O.D. �L I L H In addition to restraining the connection, any joint that taps within the recommended length W shell be restrained. Both joktte of the filling shall be restrained. in addition, all Joints within the recommended length (L) on the large sloe of the reducer shell be restrained. T minimum -1-•I SDR 21 SOR 35 8' x 4' gasketed Olga SCH 40 gaeketed bell and tfmngs wya weld MP il> Property ine finished pride aeon mark` /r�cor eoo treated 2k V wt top 8' painted 4' pipe at grB°n 2,00% mhiffvjm grade SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS -17- RESIR4WO LENGTH OF PIPE (R) swu• LARGE SIDE JOWF SIDE PVC .- DIP .- jW 6- 8' to' 12' 6' 1 8' IV" 12' 6 -- 40 60 60 -- 20 w 40 8' -- -- 40 60 - -- 20 40 to' -- -- -- 40 -- -- -- 20 RESTIMED LEMTH OF PPE (FT) PVC DIP 6' I r t0' 12, 6' 8 !0' 12' 60 60 eD "1 40 40 1 60 1 W VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS 1 OF 3 SEP 05 -2- SEP 05 finished grade CJ Valloo, eta Fl070B• n v� O wflhOd -mgarked won of box sanitary sewer mein SDR 21 Wry concrete r1Wd pad le' dla. x8' deep 4• atone Panelist Mode( PA4SV-CSK (41 cast Iron oleg w trap with braes plug having a countersunk square head Soft 21-deanoutpipe btkkbeae ,. • 4 h, yyf. K. SDR 21 4W ' s V d" N ddkV SEWER CLEANOUT -19- Gpri\r��i��ri�ri4 rrrrrrrrrrrrr r. err rrrr r fir' . • . s . REMAO LENGTH OF PIPE (Fi) TEE PIC DIP r X b Le Lb Lr Lb 6 X B 20 20 20 20 8 X 8 20 20 20 20 8 X 6 20 20 20 20 16 X to 20 20 20 20 to X B 1 20 20 20 20 RESiRAfAfED LENGTH t9F PIPE (Ft) TEE PVC LAP r X b If Lb If tin to X 6 20 20 20 20 12 X 12 20 20 20 20 12 X to 20 20 20 20 12 X 8 20 20 20 20 12 X 8 20 20 ?0 20 TEE, CROSS,WYE In addMon to restraining each side of the bend, any lobo that falls within / the recommended length on each side of the bend shell be restrained. TYPE RESTIMED LENGTH OF PIPE (R) RESTRAMD LENGTH OF PIPE (FT) FOi1NG PVC DP DEW S. 8' to' 1 12- 6- 8- to- 12- 00 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 ft,26 20 ZO 20 20 20 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS 2 OF 3 SEP 05 -3- UP BEND DEPTH DOWNBEND RESTRAINED LENGTH Vertical oeanis contain down and up bends. On down bends, one Joint tao� horizontal and the\/ other pokds down. On up bends, one blue! feces \ horizontal and the other points up. Each side of any vertical offeet bend shall be restrained. In addition, any UP AND RESTRAINED LENGTH Joint that falls within the recommended length on each side of the filling shall be restrained (Ld, Li RESTIMED LENGTH OF PPE (n) DEPTH OF BURY DEPTH OF BURY 4 FT MII 5-12 Fr. 4 FT. UM. 542 FT, S17Q/ K OE(Yi£ OF 1 E W Ld (OOIN) La OR) SRF✓11PE OMW OF BRAS Ld (O W) lu (LP) 6' PLC/bP 45, 22Z tr 11.25 20 20 to, PIC 223 tr 11.25 20 20 8' m 45 40 20 10' DP 4225 tr I1.25 20 20 8' PLC 225 tr I IZ 1 20 20 12- PWItF 45 1 40 26 8' 01P 45, 225 tr 1115 20 10 12' PLC 223 tr 11.25 20 20 to, Pic 1 45 1 40 20 1 12' OF ".5 tr 11?5 1 20 20 VERTICAL OFFSET RESTRAINED JOINTS 3 OF 3 SEP 05 -4- SEP 05 cc• 1t I Y I xx STREET APPROACH SAME 3 A'~i SURFAC;NC AS MAINLINE (RADIUS TO BE AS I W I ROADWAY SHOWN ON PLANS) 0 C C (RADIUS TO BE AS 4•• B / ARADtAL OMEINATIN SHOWN ON PLANS) CURB a`,D .CUT TER CG-6) IL ...- •-� / � Q i �; � CLASS A3 ` . r', J, d• °-�-°' SIDEWALK (H IE51 - e ° •°. OPTIONAL. g^ CONCRETE FLOW LINE EXPANSION JOINT I EXPANSION JOINT o SECTION C-C NOTE WIDTH "B" 2' 0` O`i AS MAINLINE ROADWAY SHOWN ON TYPICAL SECTION. A rJ PLAN VIEW CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE, q WHEN THE ENTRANCE RAD6CANNOT ACCOMMODATE l THE TURNING REOUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC. H DEPTH F UC R C THE OE OR SIDEWALK R 10'PARADOLIC CURVE RAMPS WITHIN THE LIMITS OF THE ADIIS 0ULD BE B R A T 7„ 6 MAX' WC E SED 0 F SHOULDER OR E D EDGE 0 S LXJLOE xx OPE CHANGE r L _ 1- PT NW FLOW LINF. 0 Ki L _ WNE+'V ST'A. CC-11 IS USED FOR ENTRANCES BUILT MAINLINE ROADWAY �: _ - - - IN CONJUNCTION WITH EDOT PROJECTS, PLEASE _ NOTE THE FOLLOWING SLOPE CHANCE V 40' MIN. FOR STREET �� --� D )KX MAINLINE PAVEMENT SHALL BE CONSTRUCTED 5' NIN. TO THE R/W LINE (EXCEPT ANY SUBGRADE CONNCTIQN "- STABILIZATION REOUIREO FOR MAINLINE M R O'DESrRABLE FOR CO ME CI PAVEMENT WHICH CAN BE OMITTED IN ENTRANCE THE ENTRANCE) SECTION A - A RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED GUIDELINES FOR GRADE CHANGE D BEYONO THE R/W LINE EXCEPT- FOR REPLACEMENT PURPOSES WHEN USED AN CONJUNCTION WITH STANDARD ENTRANCE VOLUME DESIRABLE MAXIMUM CC-3 OR CG-7. THE CURB FACE ON THIS STANDARD IS TO fit ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. HIGH (MORE THAN 1500 VPD) O k 3 % SEE STANDARD CC-12 FOR CURB RAMP DESIGN MEDIUM (900-15(10 VPD) .53 X 6 % TO BE USED WITH THIS STANDARD, '05 LOW (LESS THAN 500 vPD) 5 6. % 8 % X PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REOUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. OPTIONAL OF 1GUTTERM 0 PRECLUDE PND WARPING OF QiATEW GENERAL NO -ES: 1, THE DETECTABLE WAP.NING SHALL BE PROVIDED OY TRUNCATED DOMES. 2. DETECTABLE WARNING TO EE CLASS A-3 ONCRETE (CLASS A•A 17 PRECAST). tViTH 51.IP RESISTANT INTEGRAL 5J4 AGE CaVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 =DDT iN LENGTH IN THE DIRECTION OF PEDESTRIANy�• IPAVFI, Off+k IYFtS C: MATFHIAI WOO Il* IHJNC:AiI'D I)INJh::i I;FIE(;(AHI:F WARNING MAY BE USED WiTH THE A-�Pi OVAL Or TI$ Ev';AnEER. -r- TYPE A, 3.. `LOPIN, 51[Ev OF CURB RAMP MAY BE rOVRED MONOUTHIC.4LLY WITH RAMP (AEI ENLJICU_AR FL(JOR OR NY 1S;NC Nr)A(ISSIE�E CGNtiT'RLCHON JOINT WI"H RLUUIlkU) BARS. 4. IF RAMP FLOOR 5 PRECAST, HOLES MUST BE PROVID-a =DR DOWEL BARS SO THAT ADJOINING FLARE) SIDE`S CAN BE CAST IN PLACE ArTER PLACEMENT OF PRECAST P,AMP FLOOR, PRECAST CONCRETE SHALL BE CI.A3S A -a 5. P,EOUIRED BARS ARE TO 3E VD.5 X 8 PLACED 1+CENTER TO CEt,TER ALCNG v---- N-411: E)DTH SIDES OF THE R.44t> FLOOR, MID DEPTH OF RAMP fL00R: MlttivAJM d f� -A f2t CONCRETE COVER 1V2 6,. CURB / CURB AND CU"TER SLOPE TRANSIT ONS ACJACENT TC: CURB RAMPS ARE INCLUDED IN PAYMENT FCR CURB / CURB ANC GUTTER, 17 YF'.E 7, CURB RAMPS ARE TO BE LOCATED AS SHOWN CA THE PLANS CR A5 CIRECTED PARAI< 1..F1.. BY THE ENGIN-El.TIIEY ARE TO BE PROVCEC AT IN EPSFC ioNs WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT CF WAY OF A Hp3^iWAY FACILITY CROSSES A CURB REGARDLESSOF 1V IETLID2 DIDCWALK IS EXISTING, Pf.OPOSED, e)(( NONE XItiTFVT THf:vI f(:4TF'ATKIN Pfff^k1N fktti:VSAl, KS nS SHOWN ON FTLANS DR AS DRCCTEO OY `111 ENGIN'CR. AND SHOJLD NOT BE LOCATED BEHIND 'VEHICLE STOP LINES, EX..c TINE LIf;V-IT PO( -ES, FIRE IIYDRANTS, DROP (NLCTS, CTC. ACCESS)DLE ROUTCS PROviDC A CONTNUQUt UNOBSTRUCTED,:STABLE, FIRM AND SLIP RESISTANT PATH CONN_CTNC ALL -" 12`1 MAX �J - ACCESSIB-E ELEMENTS OF A FACILITY THAT CAN BE AFFROACHED, ENTERED rRM( --V- AND USED BY PEDESTRIANS. 8. RAMPS MAY BE PLACED ON RADFAL OR TANGENTIAL SECTIONS PROVIEEC TI AT Will� r A 2C 2 HIGHER R THAN P f 1 P t THE CURB OPE.DYG , E YIITHN THE T T K E S L G C E UMI 5 OF HE "ROSSWAL ANC �•----•-- THAT THE SLOPE AT THE CONNECTION OF Tom, CURB OPENING IS �[+� COTE Of F AVCMEkT PERPENDICULAR i0 THE CUP At X ,'SAM- .48 T'a^. Or CURq 9. TYPICAL CONCRETE SIDEWALK IS 4'• THICK WHEN -HE [WOMLCE RADIICAPIttOT Y�E ACCOMUODAT� THE TURNM,C REQUIREMENTS 0- ANTICIPATED, HEAV" TRUCK TRAFFIC, REFER TO ST4VOAR-j c -13, COMMERCIAL VTRAN.'K ;HEAV" PARAH .F1 & PFRPrNnI a,1. AR TRUCK TRAFFIC)FOR CONCRETE DEPTH. 10. WHEN CURB R.AMnS ARE USED IN CONJUNCTION WITH A SHARED USE PATH; 1HF MINIMUM WI)IH ';HAM 'I- IHF 'NiII1H 01 IH1 SHARI.11 USF FAIH 1.6" - 2.4" TRUNCATED DOME T- I O fl O 3v O p O O 0 O 0, �\ C C) O G O 0 0 0. O -0 0 O 0, 0L I_\}_ O C O O O 0 00 O 0;00 0 DO *� C u V O C 0 0 0 0? 0 0 n n C? O n p� v (y o c o a o o a o a o o c' o o:o2 N - +- 501�65Y. DF 3AS )IAJETEF 0 r; 0 Q O 0 C O C O 0 C O O 6 `TC5P O C O 0 O 0 O O C 0 00 0 0 VARIABLE 4' NINIIAU 1. I BASE DIAnaETER �� PAY LIMITS TRUNCATED DOME DETECTABLE WARNING DETAIL, DETAIL SHEET 1 07 4 CCU-12 F)FTFCTAR1 F `!'DARNING SURFA F *FEREWIT REV.7/05 ' 3FNF RAI NC;TFS, 105 ;03.0`S VIRCIM/, CEPARTVENT OF TR/.NSPORT ATION SPECIFICATION METHOD OF TREATMENT - REFERENCE CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES REv, 7/D7 VIRGMA DEPARTMENT OF TRANSPORTATION 203.04 SERTABLE S1 A PERMISSIBLE CONSTRUCTION � Dowas,0i. LONG JOINT tD 12'. C C . ¢' MIN. � 0=1 MAX_ 14=1 + B:� TRUNCATED DOMES . SEE SHEET I OF 4 f 4R:DETATLS; A TYPICAL DESIGN D 4' O" BACK DF. CURB 124 MAX, 481 MAX, 2A, 1 SECTION :A -A 4'M� 2 Mx,. PERMISSIBLE CONS tRUCTiON f JOINT SECTION E ti� -B 5' 4 .100 MAX) 1D;1 MA 40T a FOR dENERAL NOTES ON THE,DETECTABLE-WARNSURFACE N SEALORAT105 ,SHEET 1OF 4: A 4' SQUARE LANDING AREA, OUTSIDE OF Y TRAVELWAY S44ALL $E PROVIDED WITHIN THE SMARKED AREA. �. A (� O . U � CR �,SWALK4 C O WA,K TYPICAL PLACEMENT C'}SSWALK TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION . WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER: STRIP.) THIS DESIGN Td EIE USE]) FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (4¢" WIDE)REQUIRED AT TOP OF CURB RAMP. MWIMUM CURB RAMP LENGTH B FEET FOR NEW CONSTRUCTION, 6 Ff~t;.T FOR ALTERATIONS. It#TERLfaCE CG-12 DETECTABLE WARNING SURFACE 105 TYPE A (PERPENDICULAR) APPLICATION 502 VIRGINIA DEPARTMENT OF TRANSPORTATION METER Box end COVER METER SIZE METER BOX METER BOX COVER &8'x3;4'a3,4' 181n.Dia NorrTref6o 74M32CR(3 TraR{c A32NF4T kt, DistNon Tref6c MC30 ntme WITH RML-i-T Ud TrafAC MC 30 Frema VyfTH RML-12-T I kQ lneu4tted copper wire for One troetng, Wiped at 10 toot intervals ��( i 7 .v. } :�t".a1:�_lilnii: .� care• � �� COPPERSETTETi size Opposite Side, Same Side 6t8'xXf VBHC72.18WD4444-B4 VBtIC -ioND44-414-B4 3;C VBHC72-18WD-4444.84 VBHC82.18WD44-44.84 1' VBHC741SWD-4 44-84 N/A. 06TALLATION! NOTES: 1. Exact boxilon of meta bar msernbty to be approved prior to huhat{etlon. 2. Weser Santos crossltg sheet: a) Enoeae In 3' diameter SOHO PVC or SDR21 pips. The piping shall run tram one foot beyond sidewalk, acme the rhut. to one toot bW aid eWa+nik. b) Instal 12 gauge Insulated copper wire (for One tracing) ltom Corp. strtp to Into fire make box (wrap wire around carp. atop; wire t0 be taped to top of PET st 10 lost i dwvab; come up Yx0 meter box and tannihow (oral with maple bd valool, 51W x 3/41, 314' AND 11 METER INSTALLATION -7- Boos ' ' _Irx e'x 18'so5d bbcit (for valves 12' and larger) Note: this detail Is also used for butterfly valves GATE VALVE -a- P8.1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TaP OF:.FLL• . TAP OF Fkl: OROUND LILT H oROUND LINE H OROINE H JIF rr/ri'/ r✓rr - ' � rrrr rrr � � rrr4�rr ✓JJJ - rrr rr I r' ✓ r I r - 1 r rr rr EARTH r rr ROCK OR: Q„ =1 r UNYIELDNG J rr.' f a:t2N . EARTH do,y, SAIL DJ2 i r BEDDING -'•f " T MATERIAL MEd.1/1D D BEDDING %:X MATERIAL ' i MIN- O iIATERIA )//" PLR x:.Q ) MATERIAL 1AFH' MIN 1/10 D :x D X..>+e-- 8", MIN' e"' FOUNDATION SOFT, YIELDING; OR NORMAL EARTH FOUNDATION M1% ROCK FC?L)NDATIDN OTHERWISE UNSUITABLE MATERIAL Pi E' PROJECTION ABOVE GROUND 1NE t MIN. 15 x D MIN. 1.5 x D I �-1 ts+�.r MIN. 1.5 x 0 M N.1.5 x O Kohl 11A x 0 MIN. 1.6 It D --' �C^TOP t]F / i TL7P OF FLI' FILL TOP, OF:.FdL H H� H�� rrr.'L�r r rrr rrrr -•=� rrrrrrr r rir rr r - rrrrrrrrr✓�r,+ rrrrrrrr,�r. /yr rrfvrrrrrrr - rrrrr rrrr r r r �r r � rr� � �' � ?�-' r rr r✓rrrr _ � �rrrrr " rrr.�r rrrr >rrrrr = I rr f,��, ,1 cRLA1N0 0.12 ✓h= rrrr ✓rr r'r' GROUND r ,�.� -_ rrrrrrr N D� t2 _- ' r4r+/r rr�rrr�rrrr/rirt! =_-GRtiwND L rrrrrrr .lfirrrJ/rrrr".r*rrrr a_ LINEa . j� EARTHS CI-RtK OR T• 4° mI.N, /:1st D-13E0DiNG X X MATERIAL UNYIELDING MF+I v-v I _ SOIL ... MIN :'_V O q' EARTN OEDDPoIC X: . T2: x ' PER MATERIAL ,.. > .. NORM EARTH FOUNDATI ).N yes MATERIALT 'Mi s-" RC1CK F;gUNDATION FOUNDATION SOFT;,Y1ELD1NG; OR MAX, 2a^ OTHERWISE UNSUITAOL.E MATERIAL p j BEDDING- MATERIAL IN ACCORDANCE iVITH` SECTION 302 OF THE, ROM AND BRIDGE SPECIFICATIONS. REGULAR'8ACKFILL MATERIAL IN ACCORDANCE m WITH SECTION 3D2 OF THE ROAD AND BRIDGE: 5P! SICATONS: CLASS T BACK.FLL MATERIAL 'IN'ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. EMBANKMENT NOTE. PEE, THE LIMITSDF THE CLASS IBAICKFLL: AMTEM& SHALL AE MPLASTIC ENDED TO TL" JFBOVE THE, TOP OF. THE PIPE SHEET f OF 4 'G`T'°" INSTALL.ATION OF PIPE. CULVERTS AND STOW SEWERS aTrtTract t.l.R.PPLAR PIPE BEDDING AND BACKFII_L - MET HOD "All 304 REV.1I04 3p� VIRM IA'bEPAtTMENT OF TRANSPORTATION TDT.f)t T 2 OF 41 W 7/Os 203.05A w•r.rrt-nv RLi-H•n;.L IDS 4 .02 CO E t�OTCSt 1, -H? -=N MAY aF P,i:.AS- 0: (tA4r IN PI ctx 3. 1A.U.76 t IV A (:L1,'5b 'tJ F _RNI IN 'LML, �nnn Pill IF PPM.AS-. 3. CCN MOTION 'UTR n r.U-TFP -A1;INC A RADAR 0- 3DJ =EET UR _ESL ULDIC F.AGE CF CUP.a)SWLL RF PM) FM AS RANN r:CMla4A1I,1lId MIRA a 4.rn• wv W-H <Tf.Ai 7-n n-rl-r. UWA4X;L UITJK -L W'ION t* IH_ UI,e AND OUTTIR ?I,yAI- CC CONSTRI.OTCD 'ARALLE- Tn 1H- 7 LIP- �ttot `YIF�SF (YNWRFS AHD TO tHE DEPTH Cr THE PA1•ENEPM -HIS GUie NA'r ITC USED WIEN ULSIDW ::P-.LU S <J vPI- DW L=SE OY P113A •enHV/AYS All! c5 WP-1 i,R ,-7 R LLNN 14 ULVLLUPW UIUAN a bDIR. LIAN ! AMPO. r TIEC•C DC:IGN '.)PQ03 AR_ f E.(C-EDED 51.1?Qf0C CG-T 15 ?EQUFED. .1 .n• A n - . A • •. . A 4 0 A wry O O ~~ 1-L f3L IUN VI -a .\ IFt rU+,U •, .� C_TT F: AtAl' WC0ASTR_CSF-) PIR-LLEL TD --E SLOE 0= WA7C CAPS-s PTOVDCO A ItI MMA, DE'TH OF ?' P YAIWTiIrd_D t TH13 APFA WYF.F (^.^,1•CW7 AT -HF t1PTFN n- THE fLti 7AC'^.R C;t PV1Rllv',TI�`J r," (HRR I1/ (,HTTF? VIRNIV. "•PAZ-VEI- OF WASPORT:MION 20 .OS SEP 05 735 I 730 725 720 715 Or dia. schedule 40 steel pipe tiled w1t11 , & x0rete and palmed r 6nhshad grade e f Q o concrete r encaaemeM j'I.. s'� BOLLARD DETAIL _ ee raquled rnm* pad,' 8' efts x 8' deepgrade stone to be screw mwmum W 8 type beaux manta above top stone bees valve bolt 1 50 :�<1�: Vw�/a�r r �..>.>.a. t•. medtanksli 1 - Joint a" tee with S' branch FIRE HYDRANT ASSEMBLY -10- SEP 05 E i MAINTAIN 4� ) DEPTH 1 { g"SD.01 204' 18" CLEAR V I LL I m i� im 1 � l� CNI z 001 Q Q� O + N 0+00 0+50 1+00 1+50 J ENTRANCE PROFILE w W Q) Q W w > C) V Z CJ Lo u �Yi FEDIk- ' �--' ��'i.�.-l��- �-�=111-=11�-•L��, ,±�--lip_ �I>���,. 48.0, 60. 0' 75.0'®2% R7-8 HANDICAP PARKING Sl (12" X 18 RESERVED PARKING MAY BE PLACED INTERNAnONAL SYMBOL ON ONE BLANK. OF ACCESSIBILITY ADJUSTING THE REQUIRED HEIGHT IF REQUIRED ` TO ACCOMMODATE \\ THE ADDInoNAL LINES J VAN ACCESSIBLE REQUIRED EfTECnVE n PENALTY $100-500 JULY 11 1998 TOW -AWAY ZONE A v PARKING SURFACE CONCRETE WHEEL STOP (IF REQUIRED) HANDICAP PARKING SIGN DETAIL (NOT TO SCALE) 12' INSTALL GATES ONTO 6 "X6" POSTS INSTALL OPAQUE FENCE AROUND THE REST OF THE DUMPSTER TO PROWDE SCREENING TREAT WOODEN PANEL GATES WITH WATER SEALANT DUMPSTER GATE DETAIL N. T S. O U. '4'i N rt V /CD `} V o0 It ��.. �. ,v r fu _ •�' ro N V O z a V V) Q) L� C M v U 3 NYA 735 4 mu �y O Q �.�, _ L1') \ 1-4 0 730 20LhLLLO W = t4�4Q -L OQ�04(.LLW~'� _ 4z)a� W Z W O 720 i p o itz oo I" Z ti V -Z O �pV) O o N 715 2+00 0 L r r ~" z 1 °C 3 •;oc J nJ 4! C - L L a C Q " w o�otc c a t I N mQ M N I 3' MIN. 12: 1 12: 1 13' MIN. N CG-6 CG-6 L� NOTES: T " 1. H/C SPACES MAY NOT EXCEED A 27., SLOPE, 2. RAMP BUILT TO VDOT CG-12 STANDARDS. J. WHITE STRIPING SHOULD BE 3" WIDE. 4, H/C SIGNS TO BE SET 3' BEHIND SIDEWALK OR MOUNTED TO BUILDING IF POSSIBLE. TREAT WOODEN PANELS WITH WATER SEALANT. V - o V � Q Qz \ p WV (O('' Q Q Q v W �U W.I� ce. W OLIJ W W Q� o LIZ w DATE: JANUARY 2, 2006 SCALE: i" = 20' FILE NO. 0172 TYPICAL 6' TALL BY 8' WiDE DOG-EARED FENCE PANEL. INSTALL ON 4"X4'X8' TREATED POSTS SET 3' DEEP. SHEET 5 OF 5 FENCE DETAIL N. T S.