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Home My WebLink About30-06 Martoncik Office & Storage - Stonewall - Backfile (2)i LEGEND FCSA CONSTRUCTION NOTES VDOT GENERAL Rev. Mar 2006 NOTESV I I 9 1, The Authors 's Water and Sewer Standards and Specifications are available at www.fcsa-water.com C o EXISTING FEATURES ty p V1. All work on this project shall conform to the current editions and latest revisions to the Virginia Department of Transportation (VDOT) cy tt v EP 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, K EXISTING EDGE OF PAVEMENT ___ __..._..__.__._.... _.__....__ _._X .. _..._.._-__..___....__ ._.__....___ .___ 3. The contractor shall adhere to standards and specifications in effect at the time of construction, federal, or local regulations applicable. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the �0 L6 most stringent shall govern. ,u •� 0 o a EX EG , g, rity, c EXISTING EDGE OF GRAVEL_..-._4• The contractor shall coordinate withand arrange for inspection bythe AuthoV er a 5, The contractor shall tie-in a new sewer line to existing to an existing manhole by core drilling the manhole. V2. Al! construction shall comply with the latest U.S. Department of Labor, Occupational Safety & Health Administration (OSHA), and Virginia oP ® EXISTING CURB AND GUTTER r -" " _" - __.-_ l- " ' Occupational Safety & Health (VOSH) Rules & Regulations SIT c E.-� CG - 6 6• When an existing water main is tapped for the installation of a new line: o C t.....___..__.___....____..._ _.._..._............ ..._ ..._.__._ _._.... r- F- ti 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 C& EX. INTERMEDIATE CONTOUR ;t;s b) The contractor must: of VDOT°s Work Area Protection Manual, Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of moo° o 0 1, make application and pay deposit the VDOT Road & Bridge Specifications. ko EXISTING INDEX CONTOUR 2, mark the tap location. o N 3, coordinate installation with the engineering -assistant. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, Including traffic signal poles, junction boxes, '�, ej EXISTING SPOT ELEVATION controllers etc. owned b VDOT or nvate/ public udli companies. It is the sole responsibility of the developer to locate and identify 64 c�. ;,. Y p� tl' P P h' P f1' 7• Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector, utility facilities or items that may be in conflict with the proposed construction activlt`y. VDOT approval of these plans does not indemnify EXISTING TELEPHONE LINE -- - - ---- f -- - - -- - 8, The Authority's maintenance department shall furnish and install all water meter through 2"' in size, the developer from this responsibility. �oe?O It is the deve/oiler's/contractor's responsibility to Piave the meter box assembly installed correctly ti� C EXISTING SANITARY SEWER � -wb _ m._ S ��. -v.......°° S ^..r.,•__,_M- Before a permanent meter is installed: ROUTE 37 p �4 e p V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed J o EXISTING ELECTRIC SERVICE -- - - x ---- - - ------.___._ 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. /s4 b) The frame and cover shall be set to final grade. EXISTING GAS LINE _ c) The distance between the top of the cover and the coppersetter shall be between 18' and 21 ". r ' ' 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 _ d) All components of the meter box assembly shall be in proper working order. p q g r1' p Y INFORMATION�� fight -of -way, .� E.�. 15 " RCP .. I EXISTING STORM SEWER 9. For water and sewer services that connect to existing lines: Owner Developer a-_. - _---- y _.._ _W..___..._.___ _4._...__.�.:a The location of the service lateral is to be coordinated with the Authori 's Engineering Assistant. V7 If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or Wayne Martoncik _,_'� �� EXISTING FENCE LINE __._...._...._.__... _._.._.____. ___.__.__. ) ty 9 g • • W®8 LLC y 1 r - _.. b) An Application for Service must be made and fees aid before work will begin. developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. 1073 Redbud Road 130- W5-3 Wind Hill Lane ti P 9 Y EXISTING DITCH LINE -- -- - __z _._ _ c) The Authority shall furnish and install $/8 °, 3/4 ; and 1 " water services. Winchester, VA 22603 Winchester, VA 22602 t d) For all 1 1/2 " and 2" water services, the Authorityshall make the tap and bring the piping to the V8. The contractor shall notify the local VDOT Residency Office when work is to begin or, cease for any undetermined length of time. VDDT Phone - (540) 667-2001 (540) 535-7280 +, i EXISTING WATERLINE W/ TEE - W propertyline. The contractor shall furnish and install the meter vault assembly: The Authority will requires 48 hours advance notice prior to any required or requested Inspection. install the meter. EXISTING FIRE HYDRANT .d EX. RN e) The Authority will Install all sewer laterals V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that Is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion & Sediment Control Handbook. Property Data Building Setbacks Per Code Proposed �N1A EXISTING WATER VALVE 10, Any water service line must have a backflow prevention assembly (double check valve or RiPZ, as required). The assembly must meet Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within Tax Map Number 43-(19)-52 Front: 75� 91, 5� �G � ASSE Standard No.1015 or 1013. the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Address McGhee Road Left Side: 25 26.0 J~ m 07 EXISTING REDUCER r Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Area 2,060 acres Right Side: 25' 26, 0' c� 7 11, All fire lines shall have a backflow prevention assembly (detector double check valve or a RiPZ, as required). The assembly shall meet Deficiencies shall be promptly rectified. Zoning M-1 Rear: 251 25,5 Ln 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 Legal References #060006143 n ,.,, . ....�... •_.... ._. _,,._., .Y . _.,.. Y .. installed immediately before the backf/ow prevention unit. Radio read remotes are required,. Existing Use Vacant Parking Setbacks Per Code Proposed , 60'. IZ, FCSA to review the mechanical Ian s for des/nand material a royal of,• 1 the domestic water meter and its backflow reventlon V10° Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. Proposed Use Warehouse with office Front: 25' 25, 5' `sam ¢ 2'_ =4 PROPOSED FEATURES P () g pp ) p and Mini -Storage Left Side: 5' 5,5' �lrLO \V/P device, and/or 2) the fire service line's backflow prevention device. Right Side: 5' 9, 5' /may VI1. 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' 45.5' 00 PROPOSED EDGE OF PAVEMENT PROP EP GENERALpossible shall be installed under roadway drainage facilities at conflict points. Open Space Minimum 25% = 22,433 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 31.7% = 28,495 sf z o c,, W o construction shall be immediately brought to the attention of the engineer and VDOIT, Work shall cease in that vIdnity until an adequate F A.R. Maximum 110 Z5 � � � a 1. Permits must be issued from VDOTprior to any construction in a public right-of-way. FA,R. Pro �_ �_ design can be determined by the engineer and approved by VDOT, posed 0.33 Use For Parking Units Red S aces �, o � � a m z PROP. CURB &GUTTER Warehouse: 10,340 sf 1 per employee 8 z 4 d vW, a PROP CG-6 2. The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way. Building Data V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Office: 2,220 sf 1 per 250 sf 9 cn z Z o PROP, REVERSE CURB &GUTTER 3. The contractor will remove all mud and debris from the public tight of way that is left b 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. Type of construction 2C - Metal Mini -Storage: 15, 860 sf 1 er 5, 000 sf 4 � W PROP CG- 6R py g g When soil samples are submitted to rivate laboratories for testln the samples shall be clear/ identlfred and labeled as belon in to a g p z Q w a z P p 9. P Y 9 9 suQvvC5 �o project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. cn z Z o PROPOSED CONTOUR 4, An dams a to nel hbonn ro erties Includin coup roads and sidewalks, caused b the develo ment of this site will be the Pro osed Area 28 420 sf total Total Parking Spaces Required 21 o o _ -4 (a o 5O Y 9 9 9 P P 9 tY Y p '° Proposed Parkin Spaces 30 `�+ v Q responsibility of the developer. AlI damage must be repaired to original conditions Height Maximum 60 feet p g p Z 6 o � z PROPOSED SPOT ELEVATION +50M V14. All roadway fill, base, subgrade material, and backf'll in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95916 of Height Proposed 24 feet co., 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 2 ® ►�, PROPOSED STORM SEWER PROP. 24 "ADS ,,�, contractor must maintain this access for the duration of the project. any dedicated street tight -of -way, At the direction of VDOT, density tests shall be performed by a qualified independent agency in Proposed Handicap Spaces 5 - accordance with VDOT Road and Bridge Specifications. Certified copies of all test reports shall be submitted to VDOT daily, unless specified Sign Data PROPOSED SANITARY SEWER S S g 6. The contractor will be responsible for adequate and positive drainage of this site, otherwise. # of Loading Spaces Required 1 Sign Area Allowed 100 sf Proposed Loading Spaces 2 7. The contractor will obtain a Land Disturbance Permit prior to any site work or construction. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as s ecifred b VDOT. Sign Area Proposed 100 sf PROPOSED TELEPHONE 7 -- T T P p Y w 8• A/l construction will be done following the laws and guidelines set forth by OSHA and VOSH Sign Height Allowed 60 feet PROPOSED ELECTRIC E E E VI 6. The installation of an entrances and mailboxes within an dedicated street right-of-way shall meet VDOT minimum design standards and is Sign Height Proposed 24 feet 9. The contractor will notify engineer of record of any discrepancies between the approved plans and existing site conditions, Y Y g y g Q a PROPOSED GAS LINE G�4S GAS C4S the responsibility of the developer. c PROPOSED WATER LINE W W W 0 a� v V17. Prior to VDOT acceptance of any streets, al/ required street signage and/or pavement markings shall be installed by the developer or, at 10. The developer is responsible for the relocation of any utilities required by this site plan. VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. Contact NumbersIndex PROPOSED WATER METER (; i "WA9 11. All Erosion and Sediment Control devices shown on this site plan shall be installed prior to construction, w PROPOSED FIRE HYDRANT D& PROP. FH 12. A# controlled All must be compacted to a minimum of 95% density following Method A' of the Standard Proctor ASTM-D698, V18. The developer must provide to the VDOT Residency Office a list of all material sources prior to the start of construction. Copies of all Surveying & Engineering Finn: a c AASHT0-T99, or VTM-1 as applicable. An Ar// laced under buildings, structures or pavement must be inspected and approved b a Invoices for materials utilized within an dedicated street right-of-way must be provided to the local VDOT Resides Office rior to Cover Sheet &Genera! Notes Sheet 1 pp Y P 9 � p P PP Y Y 9 Y p cY P 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: Grading and ULandscaping Plan Sheet 2 Plan Sheet 3 COMMON LABELS & FEATURES V19. Aggregate base and subbase materlals shall be placed on subgrade by means of a mechanical spreader. Density will be determined using CMI - Kevin Kenney (540) 665-0693 VDOT and E&S Details Sheet 4 Enforcement: Erosion & Sediment Control Sheet 5 w 13. The contractor is responsible for contacting MISS UTTLITY 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 Zoning Department of Planning (540) 665-5651 FCSA Details & Utility Profiles Sheet 6 0, cr PROPERTY LINE OF PROJECT locations and not all utilities may be shown. technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition Site Inspections: o °�' ' CZ to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and �n R, 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 plans must be on -site during the construction process, Department of Public Works (540) 665-5643 PP P 9 p V20. Asphalt concrete pavement shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be Sanitary Sewer and Water: PROPERTY CORNER FOUND O 16. The contractor will notify all utility companies prior to excavation within easements. determined using the density control strip as specified In Section 315 and VTM-76, A certified compaction technician shall perform these Fred Co, Sanitation Authority (540) 869-1061 tests Certified copies of the test reports shall be submitted to VDOT daily, unless specified otherwise, A VDOT representative shall be 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 Gas: Shenandoah Gas Co. (540) 869-1111 ADA HANDICAP PARKING STALL INSPECTIONb I DEPARTMENT OF NOTES V21, In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom MISS UTILITY.• 1-800-552-7001 SIGNS -a- of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to 1 the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1,Zoningl �a O 1. Building(s) s shall comply with the Virginia Uniform Statewide Building Code and use group S, Stora e of the International Buildin Code/2003. 2000 Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall SANITAR Y MANHOLE IDENTIFIER 9() P Y with r9 � � 9 9 p (Storage) 9 ( � /"'� v codes can be utilized until November 16 2006, if requested). Other Code that applies is ICC/ANSI A117.1-03 Accessible and Usable Buildings and be determined by the engineer and approved by VDDT, ® e PA 9 Maximum 1 ° Exterior lighting will be provided by wall pack lights attached STORM DRAIN STRUCTURE IDENTIFIER Fil Facilities, Plans submitted for permits shall be sealed by a Virginia Design Professional. This includes structural and systems on the assembly use, Environmental Existing Disturbance Proposed to the building & lightpoles. t` Special inspections under Chapter 17IBC is required on this type structure, (soils, concrete, steel, etc,) 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 ® U) �+ LIGHT POLES � 2. 5% of the units shall be accessible under Table 1108,3 IBC and all office spaces. � Q 3, All required egress shall be accessible to a minimum area of rescue on the exterior of the building (note fire rating of walls within I2' per IBC). V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT, Floodp/ain 0 acres 0% 0% neighboring propen`Ies, 3. Outdoor trash receptacles will be in an enclosed six (6) foot W � Egress door locators are not indicated on the plan. See architectural drawings for locations. Lakes &Ponds 0 acres 0% 0% fence. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria, 0 0 4, This project will not disturb any environmental features asU W LOCATION OF TEST PITS Wetlands >1AC 0 acres 0 /0 0 /o W � � Final approval of guardrail layout to be given by VDOTafter grading is mostly complete. o o Z Sinkholes 0 acres 0 /0 0 /o defined by the Frederick County Zoning Ordinance. -4 �i ;it L Natural S. W. 0 acres 10% 0% 5. The owner will be responsible for obtaining or granting Q�.. LL. 4 I Retention Areas easements shown on this plan. ; LU Q v EROSION &SEDIMENT CONTROL FEATURES J Steep Slopes >50% 0 acres 25% 0910 6° Easements v ed will be recorded and copies sent to the parties Q LU = ® J 1, An inspection by the Fire Marshals office will determine where curbing must be painted yellow, Woodlands 0 acres 25 /0 0 /0 7 All utilities that wi/I service this site must be placed I3Z v pC INLET PROTECTION 1p 2, "No Parking - Fire Lane" signs will be placed on the site by the Fire Marshall's direction, underground, � ITE AM PEAK HOUR PM PEAK HOUR � p 3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall, CODE ITE USE AREA (sf) IN OUT TOTAL IN OUT TOTAL ADT OO Z r OUTLET PROTECTION ®Op 4. Burning brush piles of natural vegetation requires a permit, Burning construction debris is prohibited. _ APPROVALSft®� ®6 Q 5, Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed. 710 GENERAL OFFICE 5,048 6.9 0.9 7.8 1.3 6.2 7,5 55.6 (t� CHECKDAM CD 151 MINI WAREHOUSE 1 24,720 1 13.3 13.6 1 6.9 1 13.8 13.4 1 7,2 61.8 1-7 e RESPONSIBLEzt /Q) �._ �" DIVERSION DIKE DD Frederick County Zoning Administrator Date DATA TAKEN FROM THE I. T,E. MANUAL 7th EDITION r SILT FENCE W/ WIRE SUPPORT WF NAME.' / D LANDSCAPINGFinal Slte Plan Approved by Frederick County Planning Department Reviewer ate SILT FENCE W/0 WIRE SUPPORT SF CERTIFICATION #a O 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. 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 ELF° ®ATE 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: MAY 15, 2006 1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth /n the plans. The planter shall guarantee all plants for one year of this period, Authority approval shall be void. 4. The Frederick County Department of Public Works approval Is not enough to begin site development . The awner/contractor must obtain a SCALE: N/A 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 FILE N0. 0183 CONSTRUCTION ENTRANCE CE site work, 5. The Frederick County Department of Inspections approval does not constitute a building permit, Building plans must be submitted and 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 6 SITE NOTES• 8 C `� o 1. INDIVIDUAL STORAGE UNITS MAY NOT EXCEED 1,000 SQUARE FEET, V) "I ` 43)- 2. TRAFFIC FLOW SHALL BE DIRECTED BY ONE WAY SIGNAGE AND PAINTED ARROWS. % I,, , _1 — ' i 3� N% 0 43 (19) 51 ( 19 38' J. TWO WAY TRAFFIC SHALL ONLY BE PERMITED IN THE ENTRANCE AND FRONT�- ` TOAN & ASSOCIATES, LC TOAN & ASSOCIATES LTD, PARKING LOT.' e ' '030001755 PRTSHP. ZONED M-743 PG 1298 " 1 DB ZONED: M-1 it C A O � o 0 USE: INDUSTRIAL I C w f 11. 0 ACRES USE: INDUSTRIAL ,� " f , ,.y �, `� N 6 f 14, 0 ACRES Js ,# _.. y` ` In v= 723.4 ' ��,' Mry_ I! �� w T w- 1 o �;'`'�'•;�,EX. SSMH 2 � •,•,,,,..,.. ,•.-r.,•^' `.� ,,,1 •.-.-•,n.. ». ...,...xw �� w�� ., `t J i y INV IN=721.66 - _ - �. a=�: s o - ""`k— INV OUT= 719.81 ' w w w 4— w W W -- WM W w-_» M v. w .o.,M.. w d ,. .� -,... w F .» y ...ad-..,.._ w �..,-,,— w ....,a w ,.._......,. w ..m�.,,�. g ...-. £y 0+ g �a .i __- _ - - WOE ROAD NEAREST INTERSECTION ` - ,.. ,, ( ~� a � �- 35 MPH RT 86J - 475 + 861 _ - - - i D8 8pj PG 867 SIGHT 0/STANCE .. f Ulf 60 I O.W. 50'f 550'+ 284 _ J50'+ 271 s, ..y e.. W ..- a �y ¢•� __ - _.._ __ _ _ _. - _.. __ _._. _M _�. _ _ _ 12 W DER A N 8 ` STUB 0 _ - 71 4'►��`cas __ ; -- 2 _. _. _ ..�-I „._ _. r - - __ - _ _ _� w ,', � � .w ...... 1 STOP BA _ _ _ - _ _ ._ w _ - - , .. __.. ._ __ _,s,.5TpP ��- i i \'t--„ �� : imao 4�� ap c�0� --- - - _._ SIGN_ _ . -- _ _ 4I f � 38'7EE 206 OF 8 SDR-21 „--. ." WV - `�-� CAP- WATER LINE AT PROPERTY INE __.____-�•� _ """�`-___..-...__--._,-_..._.-""""".r _.... __..-:�- _.....__ ` ._._ ._..__ ' �d I- __...__._ w- -w w w w w _ _ • _.. r - - - - j �_2a:_AR . E.ESAIT \ WATERLINE B 8'1'8'7l6fiEE �ru �� ..,- _ r _ _ ._u __.__ _, ,� rt` O ap Q 7 wv 265 728 .TO \ 4 \ \ /� to � __ _ ram• _--��- - ..__ -- —� _- -� � �� _ r 4: 8''X 12' sign 2F � i t}, � � ~> a O i f ii j f �L f/7 �. _ 26-4 I 25§_ 1 - g' 25Z 2 5'R /G V o I t 4< ' 9 - C � CUT J 254 �/4 NN �~ 2F 5'R _ -2 + _ i ` j % !�L ro a 0 25$ 262 r ' � ` ' p � 5'R 5 R 8' 8' 26� 2 Ui B \ ,� i o Q � p , I i , 269 - 75, R - 4. I .., \ \ t Q ti ►YM B L ��o - -@ 25 { f a NOTES. t \ �\ \�`� y I l� k a v v. � c° �s ' Grort c� Office ( 1. ALL FILL UNDER BUILDING \ `� w c� o P B?�i FCSA s s `°' s ` 500 sf N 4 PADS SHALL BE COMPACTED I ;� �� \ i I I ? _ �� o z Q m Q o i 2'. Re. C� V2T Mini Office Office Office Office 1�L ! o PER CHAPTER 17 OF THEf,} Stara e 315 sf 315 sf 315 sf 315 sf o B.O. C.A CODE. I Office �L I _ q X0.5' ' 2. NO STORAGE UNIT MAY BE ; `- t t i ` 460 sf 24.0' 22.5 '�cz, TR 3.5'R o i 24� MORE THAN 1000 SF IN SIZE. J. CHAINLINK SECURITY FENCE .� ` R 2 � , t f yy a ? � u 5 R ' 26� ;�5� i MUST ENCOMPASS STORAGE �� E f :��__-- M. ; _ 265 i i W UNITS < 43- (19) - 4 6 S � =� � ; + Warehouse � SPAHR METRIC, INC.M 245 Warehouse Warehouse Warehouse Warehouse Q ,�. ti 267 1, 500 sf z 4 /020015381 967.5 sf 967.5 sf 96Z5 sf 96Z5 sf + i In - 4.' �31 3 c BONED. M- I 2 -ld0 , USE: INDUSTRIAL J J --�. 43-(19)-52 _r J JO � 30' � f = LOT 33B I . , 1 t+ v � -2.0 ACRES ! o 25 WOB, L L C `� `� S O + 20 i � r � 1060006143 i � 1 ' � ' � M, ;t 26¢ '- i i ��. ZONED: M-1 f t r? w m c c USE: VACANT c c 1 c c 27V Warehouse i f ACRE ,' ►i a a 266 4,970 sf y " FF = 7 00 CC x m ">,.....r@:"..s"e.-.w•'a' ' "- , �" / t1�" # ._.._._--- J6' 2 i I `� ` t 1 i •", y ( i Q: � C' `,. ."`--- EX SS1v1H i e f� t _-•__.............._..._. - � 23+`� � ,1 ,�j .�} RIM= 727.2 1 INV IN=71789' INV Our=71'7.76' f f O _ EX. 10'+ SANITARY N SEWER, 'UTILITY, &s. \ 1 �. `� ., �j i i f; _\ j , DRAINA�E £SMT _ _ I / y 1020015m l & i - 26Q 26$ °\ 40' 26� 26� /00005196 ? +, _ 25§�% r r 3R J'R 3R ? 1. 12 X45 LOADING AREA vi . /,. ONE NAY 26.0' _ {^ 254 , 1 / 26Q 26Q 25z 31 ' 0 26.0' Dl-1 j I w 1 i 255 Q i RIM=�23.8 `' __. J V 2 j 3 \ /N F j i r" J Q �.. !£X' SA lTA Y i a j 22 i + 36 1 ? C . � i i F ;- 72 25� 3 3 2`' i [ Z SEWER. UTI . TY & I 1 M "` f ! t ;� i i (� = DRAINAGE sMr x .. - - 25f -_..2 _- `\ '\ i , i 1 f 1 g W �` #000005 96 �x �.a' UT1L Lry& . 25 BRL 2 24 - _ '~; - - ° _ 23$ + _ i o. _ 2 DRAINAGE ESMT \, - ! _. _ �._ _. .... - __. _._.°, •" "' ®, . a ' , ' i U- O >_• } + 1 \ *m,. }24 _ - _ M - e. .....�Y. i �+W Q X _ _ Liz O �+ i M ._... _ w �� w �w �� -..�.-•-ter YlilYi �� w w w -�� T.w ...«. +' ,.,,.,a....,.P 5/8 ¢ lRF ' MH-1 - _ �.- a. -" N 4D 29 28 W - 264.00' _ ' .. - W 1 - H = - TRANSFORMER - J . R - � C4 �a r Rl 7 M. : Y MH 1 MH 1 ? RIM 7Z75__ _,. ____ _._... _ _.._ ___..__ _ .___.-_�_ _.,�__, ___ _ _._._.___ _., _. ___..._ _.____ __. o `� LLJ ! MN 723.5 f- INV EX. 10' UTILITY � RIM=725.0 RIM=725.0_ , �' _ i - j - €. ;; LL li. y Z oC / DRAINAGE ESMT INV=722.5` INV=7�2.2 OB 648, PG 481 HVAC ! �J X ,�� c� �M � ---w- --, o iJ r TRA Sf-ORdER / f 43-(19)-32 ,� '� 43-(19)-28 , ii ' f r BJP PROPERTIES, LC f `�! x, fo' SANITARY. f I LMAK PROPERTIES °� ' t' i j J SEWER, UTILITY, ' % JOI0007052 FF=r25.60' DB 966, PG 1224 - FF=720.30' DRAINAGE ESMT F� 10 UTILITY /010o068�1 1 °�� 7DR 'INAGE ESMT ZONED: M- I I ZONED. M-1 DB, 648, PG 481 USE: INDUSTRIAL USE: INDUSTRIAL I 12.0 ACRES ±2.0 ACRES OUTDOOR STORAGE 43-(19)-53 HENRY ELECTRIC: INC.', 1�010006841 ZONED: M- 1 USE: INDUSTRIAL +2.6 ACRES i '� j ! DATE: MAY 15, 2006 '1 9{g 2Inv'! 7 SCALE: 1" 30' it ` 30 ` of 30 ` ' FILE NO. 01$3 K, '` GRAPHIC SCALE SHEET 2 OF 6 4 " OF 3000 PSI CONCRETE W/ FIBER 4 " OF 21-B COMPACTED TO 957, DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 959 DENSITY TYPICAL SIDEWALK SECTION FILTER FABRIC f/57 STONE ' ? 41r 4 " SW TIED; c"3 'r IN PIPE a- -51 24" WIDE TRENCH DRAIN X-SECTION N.T,S. 2" OF SM-2A 6" OF 21-8 COMPACTED TO 95q DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL PAVEMENT SECTION DIRECTLY UNDER THE PARKING SPACES 1.5" OF SM-2A 3" OF BM-2 8 " OF 21-B COMPACTED TO 957a DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL PAVEMENT SECTION UNDER ENTRANCE, DRIVE AISLES, AND LOADING AREAS All plantings will conform with Sectlon 165-36B of the Frederick County Zoning Ordinance, Planting Selection, Planting Procedure, and Maintenance. LANDSCAPING DATA Trees Requirement Calculation Per Stalls 1 per 10 Stalls 31110 = 3 Per Impervious Area 1 per 10,000 sf 61, 280110, 000 = 6 165-27-B-li.a - Storage Units 9 Green Area in Lot 1 5% of 14,300 =1 2,133/14,300 = 1 715 sf 1 1.5% provided Shrubberyl 1 per 5 ft 20015 = Headlight Screening I 200' fatal 40 provided Trees Symbol Common Name Botanical Name Planting Size Mature Fail Color Quantity Height or Caliper Height r` RB Redbud Cercis Canadensis 2" Caliper 20'-30' Yellow 3 m>a `4 DW 1511 Kousa Dogwood Corpus Kousa 2" Caliper 25' + Purple 3 711 1111 RO Red Oak Quercus Rubra 2" Caliper 50'-75' Brown 3 LC Leyland Cypress Cupressocyparis Leylandii 6' tall 35'-45' Green 16 Shrubbery Symbol Common Name Botanical Name Planting Size Mature Fall Color Quantity Height or Caliper Height BX Boxwoods Buxus 36" Tall 4' Green 40 Prune out any dead or broken branches, remove all tags, labels, strings, wires, etc. from plan. 2-3" mulch Prune codominont leaders - Set top of root ball 3" Saucer 3 equal to or 1-2" Prune rubbing or v above grade. cross branches"� Remove container; use sharp blade to make .�'` ;•r,,� � (our 1/4"-1 " cuts the length of ball and cut a ' i ' ;;; r 114" X on bottom of Ay, �ri.'p '�;N .x,•i, ball; loosen compacted roots. Remove togs and labels— - CONTAINER GROWN SHRUB Prune out any dead nr h—knn branches. all tags, labels, wires, etc. from S" mulch Set top of root ball equal to or 1-2" above grade. s rope & burlap oot ball. Dig hole 2-3 times width of root bail. BALL do BURLAP SHRUB SHRUB PLANTING DETAIL (NOT TO SCALE) Cut away all balling ropes Remove top of wire basket . Widen and score 1). — holes in wall 7 Remove container and cut c_jut� circling roots if container -grown, or as much burlap as possible if field -grown DO NOT prune terminal leader or branch tips Prune narrow crotch angles & water spouts r Prune broken branches Prune suckers 2"-3" mulch kept /away from trunk Soil well to —contain water Leave solid soil pedestal - do not dig deeper than boll depth )ia hole 2-3 times root boll width Bockfill soil Partially bockfill, water to settle soil, finish backfilling Area for water drainage (Pipe or tile could be installed) TREE PLANTING DETAIL (NOT TO SCALE) 4-5 - (I Y) -,.SL BJP PROPERTIES, L C J010007052 ZONED: M-1 USE: INDUSTRIAL 2.0 ACRES t i_MAK PROPERTIES DB 966, PG 1224 ZONED: M-1 USE: INDUSTRIAL 2.0 ACRES 43-(19)-52 LOT J5B WOB, L L C �0 60006145 ZONED: IVI-1 USE: VACANT _I-1 ACRE t 20' 0' 20' GRAPHIC SCALE C p O U fo 0 0) 0 0 C .� v N N a CU 13 � a n 0 0 C O Cs J +-� C7 �04tio>>-�Z = � W o 4 �i Qv�vi?azF� LU W � W ? � Q U ?oLCA --j Izz 0 o � Coc 3 1z) o �z Liz -t:zs > w �occ cl ` �aa w o Q � 0 � [SATE; MAY 15, 2006 SCALE: I" = 20' FILE NO, 0183 SHEET 3 OF 6 TEMPORARY DIVERSION DIKE SOURCE: VA. DSWC Comnacted Soil PLATE 3.09-1 PIPE OUTLET CONDITIONS ado (MIN.) 'IPE OUTLET TO WELL )EFINED CHANNEL o7 d SECTION A -A f 7- FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. Source: Va. DSWC Plate 3.18-1 PEI-1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL 70P OF TILL TOP OF TILL GROU)NO LINE H -" � r;/rr!r�r'rr .• r�ri GROUNO LINE H GROUND LINE H I rrrrr,r�rr�r rrr�rrrr ROCK OR 'TD•12rrrrrrrrrrr r rrrrrrrrrr I I � p EARTH D+12" EARTH" D,12" d D/2 �f� ¢" _-, I 0/2 d 11 d 0/2 IJ BEDDING J MATERIAL b MIN. 1/10 O BEDDING �M X F�--O-+ X MATERIAL M'N. IMG 0 SEDDING / PER X( �D % MATERIAL NF H MIIV.1liD D [' T X IUD X MIN. s°' MAx,2a FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIE PROJECTION ABOVE GROUND LINE MIN. 1.5 x D H MIN. 15 x D MIN. 1.5 x D MIN. 1.5 x D 1 _- MIN. t.5 it D MIH. 1.5 x D TOP OF _FILL. T TOP OF FILL TOP OF FILL H- H _ � rrrrrrrrrrrrri rrrrrrrrrrrrrr - rrrrrrrrrrrrr rrrrrr>rrrrrrr.. Nam- rrrrrrs rrrrrrr rr� .+rrr rr rrrrr rrr - , � rr r rrrrr rrr rrr -' rrrrrr rrrrr rrrr rrrrrr _ � irr �� 'rrr �� JJ�/'��i rrrr rrr r��rr� .- rr rr rrr rr " rrrrrrrrrrr rrrirrrrrrr.= D•1z" rrrrirrrrr rrrrr rr.� - r In/ GROUND D, ,,rr,.rr 12"_ rr rr r GROUND r.�rrrr rrrrrrrrr rrrrrrrrrr =r rr/r d LINE .I�.r- rrrrr+ d LINE rirrrr_ dIN r D/2r - DI2 �' �-GROUNO _ EARTH I I ROCK OR rb� r 4' MIN. 1110 0 � BEDDING X D x MATERIAL UNYIELDING +�IF�I - - I SOIL MIN, D I% I t nr-nr-i r-r' MIN. titG"D -BEDDING �--EARTH hhh�--- 0 X BEDDING VQ" PER MATERIAL NORMAL EARTH FOUNDATION P OF H MATERIAL MIN; B", ROCK FOUNDATIONFOUNDATION SOFT, YIELDING, OR MAX .2A" OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERIAL IN ACCORDANCE WITH SECT ON 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. REGULAR BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. CLASS I BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS, ® EMBANKMENT NOTE' FOPLASTIC R PIPE.HELIMITSISACKFILL MATERIAL SHALL BE OF THE CLASSTHE TO ABOVE THE SHEET 1OF 4. sFEI'MENCE INSTALLATION OF PIPE CULVERTS STORM SEWERS RFPFAQtCE ,AND CIRCULAR PIPE BEDDING AND BACKFILL - METHOD ''A11 302 REV. T/04 3D3 VIRGINIA DEPARTMENT Of TRANSPORTATION iaa.OT >9 C�-12 CF ^ NE /tL N(? -S: T-C 1E-F,TA3LE WARNING S1 AJL =E IrCVlf--ED EY TR'-.NCATED CCMES. _0 t a- 2. BETE"TAB E avARrJInG EE CL/v5 A-3 CCNCdE-E 'CLASSP.-e tF PRECAST)° a - e r v WITH S.IP RESIST MTECRry SURFACE O ERIM�3 THE FULL WIDTH OF THE .N RAMP -LOOP. U" L F 001 IN LLNC H IN I HL UIHLC r ON J4 V' UE'i 1 NIA.N T<AVEI_, OT14EP, tYPES OF MATERIAL WITH THE P,''NCATED CCNES DETECTABLE -_;�--•• - WARNIN!: MAY ?F AI FD WITH THE AP=ROVN OF THE FNfI\FFR TYF:. /A, 3. S_OPMG SIDES OF CURB RkAP MAY BE POURED VONOLTHiCALLY WITH RAMP -H F'�RFLIdL1i�ULA,R Ft OOR f R RY I, i?NG PzF4A�';IRI F COIJSTRt1::110N .IDINT W RFOUIRFP RARS. A. IF RAMP FLOOR 15 PP,ECASt, HOLES MIST BE PROV OEO FO? DOWEL BARS 30 r' ^ C' C 'S - - T-A- 4O,'Ch+11NG FI ARFO I.:f., TAN FF :.!kST IN ri J,fr AFT-R I A8 VFNT OF - P cCCAST P,^,MP =L00?. PRECAST CONCRETE SHALL =E CLAS4 M4. - V 5. _ _ _ 7 r .� e P.,At11.FD PA. ARF F A 5 Af i' '1 C T. B 0. , 2 R' f't .FD C IN`- R T. .FNTrR J OVf> 'LODt. _. -' - ` J.AA 1"t BOtH SIDES OF THE RAMP FLOOR, WD-DEPTH OF RAMP MAIMJL1 1 aJSY p�\m -� r COvCRETE CO'VEP iy,,� �- , �- -..•� 1t�-.-=- 6. CURB , CURB 4N0 "LT'=R S_OPE TR4N51rI0VS ACJAr_ENT -0 CLRB RAMPS �_..-•---- - - ARE INC_LDEC IN PAYVEMT FOR CURE / 0.1P.3 A4V GUTTER '. -'"'^ TYPO D 7. CJRB RAMPS AP-- T? BE LOCATED AS 5HONNN OV H_ P_APJS CR 4S DIRECTED PARALLEL BY THE FNCM'FR. THFY ARE TO BE PROVIDED ri Ih, C F TIOH= WHC EVER AN A3CESSB E R CUTE WITHIN THE RGvT 0° WAY A HIeHISA.Y FACILITY C*CSSES A CUR? REGbRDLESS OF WHETHER SIDEWALK. )S EX STING, PROPOSED. OR NON XI51T`lt, T ICY MJ'1 0- LOCATCD WITHIN PCOLSTRIAN CROSSS MLKS { AS SJOW4 ON FLANS 0+ AS DIRECTED BY THE EN •iNrER, .Mill SHQU_O 40T B: LOCATED BE:H\D VEHCLE: .OP ONES, EX!5 NG JG-1T POLES, FIRE t . HY' V( "'�R ,�r CRp S. DROP t1LLT,,, E C ACCE = R' : P' �" = BL JJIES U_ A LING �---�- -' a :1 A -.US U-CBSTRUCTED, STaB_€, FiP.�J AC SLP -TA\i PATH CtJh1ECT1�G A_L- PATH THAT ANDFSSIH F fI FMFN15 OF a 'A(:n ITV THAT ^arJ PF APPR'ie0H?F., F14TFRFO AND J`_-EU dY I'cULSIHIA,t�', 4~, � � 5 1fi•.` �CX --••---"- -�---• -'-" R PAII.PS MAC RF P Ar,=O 04 RA" -IA; OR TAN(7NTIAI SFF.`f;NS PROVIDF- THAT 'RCSSV/AK MINT_ : -� - �- L - -^ AT X 2" HIGHE^< THeJa T-E :;GRB JPENINC 15 aL/a�ED WITHN THE UhMtS 0= -CIE AND �-- , rri:;r Dr ^41/rA4rN- 7-A- THE SIOwE Ai T-E CCNN5CTI3N OF THE CUgB OPEtJII\G 1_ r`-RJ'"NDIC(a AR T"- Tiff Al ;KX ,SANE AS 70F OF CURE A. IYFICAL CON-?ETE SIDEWALK IS 4" IFICK. WH€I, "HE EvTPANrE RADTCANNOTA. 'I'v�F '-• 1;aF:IC,ODATr REFERTIF TO S(TANDARO Cl.I1,,tCCMMERCIAL\TINIPPJC_''(1{F1,1)Y RFAV'.If.K PA, ALLLL & NLHPJ NUICJLAR TUCK TRA=FIC; FOR CC.NCR_TE CE°TH. 0. WHEN CURB RAMPS ARE USED IN CONJUNC"ICN WI(H A SHARE) USE PATH, T-E ON AUM WIDTH SI-ALL 3E T--E WIC-H CF THE ,HARED USE PATH ' J„ 2 a' iRUNCATz.D DOuE G O O O O O O C G O 0 0 0 0 0 0 0 O 00 C C O O OV 0. I IO 0 0 0 0 0 0 O O C O 0 O 0 O'n ri V 0 0 0 0 0 0 0 C 0 0 0 0 0 G.s 501E - 65% OF BASF DIAM=TEa !\--^" O O O O G O A 0 C C 0 0 0 0 O iOJ-; LIAM�ILR Ia 0 0 0 O O O O O C 0 0 0 0 0 0.9' • 'A' ..-_-^------ JA12�Ali_L j BASE D &iETER r 4 MlnnuUrs.-�^�� PAY Lt/17S I TPt!NICA-F(i DOMF DET.NL OFT=CDETECTABLEtiVnRNING FETAL SHOE1 OF a C-12 12 n E E C AB �L E ' AR N I N SURFACE •✓ I 1 ' , l: FEht�NCc HEY. J/OS C E N E R .AL 43 T E S IJ5 lO3,L'j VIRC"A D P,41VLNI OF IRANWJ'�IA110?4 t . r�ta•nt�nr.r�r•t•t•r�i�, 1-11=11 II=TI-11r•rf•t•r•r.r•r•r.rrr•r.r.r•r•r.rr•r.r.r.r:r ' 11=11 If 11=11 � t SIDE ELEVATION GROUND 1 70' MIN. D _ WASHRACK 12, MIR L VDOT ®1 I I ~� POSITIVE DRAINAGE COURSE AGGREGATE H TO SEDIMENT TRAPPING DEVICE ' MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN LAN VIEW o�I SECTION A -A SECTION B-B 10' IN& LIM EXISTING PAVEMENT 10' MIN. YRnif'1 JI-NVC CG-6 NOTES: I. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB e, CUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL SE PAID FOR AS RADIAL COMBINATION CURB et GUTTER. 4• FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR L 4 J 2 R LESS 7V DEVELOPED URBAN &SUBURBAN I_ _I AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-7 IS REQUIRED. P D P P P 6 A Q A A 7„ P P P P P P P P P P P 0 U D D P PP ---.- p--___---__-.-_--- THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR tHE(VGt COMBINATION 6'' CURB GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION CO-12 A PERMISSIBLE CONSTRUCTION °DOWELS, 5 9'LONG JOINT m Q'I C-C a -q' 4 W 1 MM. B' 0:1 10; t B eaAx Max j B TRUNCATED DOMES A SEE SHEET 1OF.4 FOR OFtAILS 4,.0.E 121 MAX. 48A MAX, BACK OF CURB 20; 1 I -••- SECTION A -A I2' MIN-i..d 1 PERMISSIBLE CONSTRUCTION JOINT SECTION 8.13 I NOTE FOR GENERAL NOTES ON THE DELECTABLE WARNING SURFACE, SEE SHEET 1OF 4, A 4'SOUARE LANDING AREA OUTSIDE OF. Y TRAVELWAY SHALL BE PROVIDED WITHN THE MARKED CROSSWALK AREA V) x U fAl (/j SKONCIOM 11EFfREtXE 105 502 THE BOTTOM OF THE CURB AND CUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAJNTANED. RT.4 ALTERATIONS U (!p� TYPICAL PLACEMENT C OSSWALK TYPICAL PLACEMENT AT INTERSECTION DIAGONAI- VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) TWS DESIGN TO BE USED FOR CONSTRUCTION THAT MCORPORArES WIDER SIOEWALK. LA1,0NG (48" WIDE) REQUIRED AT TOP OF CUR8 RAMP; MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. CG-12 DETECTABLE WARNING SURFACE TYPE A (PERPENDICULAR) APPLICATION VIRGMIA DEPARTMENT OF TRANSPORTATION r��sa�a1 2 OF 41 W 7105 203'05A E: VA. 730 725 720 CLASS I RIPRAP PLATE. 3.20-1 2" ADS ' ® 0.5q R7-8 HANDICAP PARKING SI (12" x 18 ) RESERVED PARKING MAY BE PLACED INTERNATIONAL SYMBOL ON ONE BLANK. OF ACCESSIBILITY ADJUSTING THE REQUIRED HEIGHT IF REQUIRED TO ACCOMMODATE THE ADDITIONAL LINES j VAN ACCESSIBLE REQUIRED EFFECTIVE PENALTY $100-500 JULY 1, 1998 j TOW -AWAY ZONE : PARKING SURFACE CONCRETE WHEEL STOP (IF REQUIRED) HANDICAP PARKING SIGN DETAIL (NOT TO SCALE) ENTRANCE PROFILE LL- L WI W �� W� U �U JJ/ro G%E h� APE 12.0' 26.0' ® 27. JO. 0' © 27. CG-11 i I xx STREET APPROACH SAME 3 A -1 ROADWAY G AS MANLtNE (RADIUS TU BE A5 C I C SHOWN ON PLANS) G (RADIUS TO BE AS 4! 1. B ARADIAL OMBINATION SHOWN AN PLANS) CURB AND GUTTER / (ST'D. cG-6) - • ---- �fi CLASS" .S A` \ e. e. °. •e. •e. p -�-�- SIDEWALK I M I rc I x (H.Er.S.) e, ° • �. '' ° L - 6., 1 OPTIONAL 6° _ONCRf TE -- ------w`L FLOW LINE i' EXPANSION NOWT I EXPANSION JOINT 1 6 SECTION C C NOTE WIDTH "B" 2'-0" OR AS -�- MAJNLINE ROADWAY SHOWN ON TYPICAL SECTION. A „,J PLAN VIEW ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. WHEN THE ENTRANCE RADOCANNOT ACCOMMODATE 7I IPATfD HEAVY THETURNlNG REQUIREMENTS OF AN C S 10' PARAI30lIC CURVE RAMPS WITHINCTHEFILIM?TSTOFFOR TTHESRADIISHOULD BEALK EOGE OF SHOVLOER OR OPTIONAI. FLOW LINE 8 x MAX. .;�SLOPE CHANGE �- - INCREASED TO 7". IllD WHEN Sl'O. C(;-11IS USED FOR ENTRANCES BUILT MAINLINE ROADWAY "`^_-= -- r1^ - `- -' -- - - - - - IN 'CONJUNCTION WITH VDOT PROJECTS, PLEASE g % MAX.NOTE THE FOLLOWMG SLOPE CHANGE - - 40° MIN. FOR STREET D )KX MNNLINE PAVEMENT SHALL BE CONSTRUCTED 5'MIN� C NNE TI N TO THE R/W LINE (EXCEPT ANY SUBGRADE 0DESRABL£ FOR COMMERCIA STABILIZAT0'4 REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE OMITTED IN ENTRANCE THE ENTRANCE.) SECTION A A RADIAL CURB OR COMBINATION CURB GUIDELINES FOR GRADE CHANGE 0 9EDY0 D' THE R/W Ll ETEXCEPT CONSTRUCTED REPLACEMENT PURPOSES. WHEN USED IN CONJUNCTION WITH STANDARD ENTRANCE VOLUME DESIRABLE MAX(MJM - CG-3 OR CC-7, THE CURB FACE ON THIS STANDARD 6 TO BE ADJUSTED TO MATCH THE ' MOUNTABL-E CURB CONFIGURATION. HIGH (MORE THAN 1500 VPD) 0 % 3 % SEE STANDARD CG-12 FOR CVRS RAMP DESIGN MEDIUM (500-1500 VPO) i�3 % 6 Y> TO BE USED WITH THIS STANDARD. LOW (LESS THAN 500 VPD) <_ 6 % 8 X X PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE 15 REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE, OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A PORIIQN OF GUTTER TO PRECLUDE PONCING Or WATER. sP€clFscATtoN METHOD OF TREATMENT- REFERF,NCF CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES VIRGINIA OEPARTMENT OF TRANSPORTATION REV, 7/D1 203.04 3' MIN. 12: 1 12: 1 3' MIN. N CG-6 CG-6 NOTES.' " 1. H/C SPACES MAY NOT EXCEED A 2q SLOPE. 2. RAMP BUILT TO I/DOT 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. Sediment Trap Calculations 1.4 acres x 134 cu, yds./acre =187 cu, yds of storage required Over -excavate pond to elevation 721,5' with 3:1 slopes yields a storage volume of 240 cu. yds Place an arc of rip -rap around the Outlet pip with a layer of #57's 12" thick covering the pond side for filtering. Place inlet protection around the DI-1 outlet structure. Contractor must clean the sediment trap when the bottom fills in at elevaton 722.5E • t RI-1 RI-3 R1-4 30" x 30" 12" x :" £ x 2B4 Stop Sign (R1-1) STOP signs are intended for use where traffic is required to stop. The STOP sign sha11 be an octagon with white message and border on a red background. The standard size shall be 30 x 30 inches. Where greater emphasis or visibility is required, a larger size is recommended. On low - volume local streets and secondary roads with low approach speeds, a 24 x 24 inch size may be used. m 0 mU1CTwal' SIOp 1nCerSeC!tOr omolementary date (R1-3) should be' mounted just below eacn STOP sign. If the number of approach legs to the intersection is three ur more, the numeral on the upplementary plate shall zorrespond to the actual number of legs, or the legend ALL -WAY (RI-4) may be used. The supplementary piate shall have white letters on a red backgroun- and shall have a standard zize of 12 x 6 inches (R1-3) or 18 x 6 inches (R' A STOP sign beacon or beacons may be :onjunction with a STOP sigr a= described in section 4E4. Secondary messages shall not be used on STOP sign faces. ROADSIDE SIGN RURAL DISTRICT -J_ o% 2 4- Y!!NOP sROSSRC, u C O o N O %0 p o �� t7 O O oZj � N U m •O y N O A UJ F- a LQ Py ti Q o Q P Q Z O CZ ti~ O vCe W � e 2 �W o W� h.j Ck! � 1,L1 ti a LU LC W �O Q o � U z r o �- w 0 4 � Q ��z� W pLiz VF- Z Q O DATE: MAY 15, 2006 SCALE: 5' / 50' FILE NO. 0172 SHEET 4 OF 6 DB 865, PG 867 fr 60' R O. W. EROSION & SEDIMENT CONTROL STANDARDS __. .___...._.___ W _._ .. _27-1 2�4 350 � $'' ' ' '' - - ' ° �- W + _ �n - __-_ _._�_ _ _ `_ __� r _ _ __. __ ._ _ _ . - -- - - -�---- 1, Permanent or temporary soil stabilizatlon shall be applied to denuded areas within seven days after final : _ - _ _,_. i 12 " WAIT[ IR �i/Al/�f _---__- - �W W- ` grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to 271 - ' -- = 8 STUB { - - _ --`� denuded areas that may not be at final grade but will remain dormant for longer than 30 days. Permanent „ -- - --- stabilization shall be applied to areas that are to be left dormant for more than one year. Durin constructinn of the ro 'ect, soil stockpiles and borrow areas shall be stabilized or protected wit sediment trapping measures. The applicant is responsible for the temporary protection and permanent (4 ; ; _ / i - _. ._ _.. _ — of all soil stockpiles les on site as a as boo a eas n n y r p from the _ ___.. _ _-__-.----__-___ -_ .-- _-� �_.. _ s ckpi w l/ rr w r and soil rote to all tans sported tabilizat/on �• _ _ �. __. __- - _-,�� .,- �." project site. "i I 728 3, A permanent vegetative cover shall be established on denuded areas not otherwise permanentlystabilized, + �' Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion, R 4 270 �4 _p 258 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap a land -disturb activity and shall be made functional I sediment shall be constructed as a first step in any land -disturbing a " ity CE j before upstream land disturbance takes place. ,_. 257 2�6, , 2 �� ! 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions Y F, gro 72.6 immediately after installation. � r 1 6 -i 26-4 + 0 5 53 6, Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area 25-8 2�2 00 25- b d h b to e serve y the � p or basin. 2F-'� 2�4 - ---- --_�-_ � DD tr a `' I ' � - � �� i •�" '` - ,2 � the trap shall only control drainage areas less than three acres.4 cubic yards per acre of drainage area and _. a The minimum storage capacity of a sediment trap shall be 13 'ease "na e + 269 i ( ra nl na e 2�7 - -- ' j 75' BRL �� _ 9 ....... ---- b.Surface runofl'from disturbed areas that is comprised of flow from drainage areas greater than or equal i r�0 1 to three acres shall the controlled by a sediment basin, The minimum storage capacity of a sediment basin ' f c o 26L6shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the % c/o/ c/o c/o I i ( structural Integrity of the basin during a twenty-five year storm of 24-hour duration. Runoff coefficients used I C/oj a. in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while I + i + I +263 ; the sediment basin is utilized 25-9 7.Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that + + i are found to be eroding excessively within one year of permanent stabilization shall be provided with E additional slope stabillizing measures until the problem is corrected. i 245 t ; I 8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary o permanent charm flume or slope drain structure 2�8 26-8 Ip 2�3 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. !.... 5 i _. + i i 1 , (� IVIF� °'' 4 26? I < 10, All storm sewer inlets that are made operable during construction shall be protected so that + Q sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to + Invf=7 4. r 2n-5 -- , o +, remove sediment. 11,Before newly constructed storm water conveyance channels or pipes are made operations., adequate outlet FF = 727.00 �'= I 4� protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. ;l �! + $ ' o ! \ 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, O ' 6 control sediment transport and stabilize the work area to the greatest extent possible during construction. L Nonerod/ble material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. U 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month 273 2�8 j �� j period, a temporary vehicular stream crossing constructed ofnonerodib/e material shall be provided. {�, O 14, All applicable federal, state and local regulations pertaining to working in or crossing live watercourses = O ! shall be met. INSTALL CUL VER TS r; �j PRIOR TO ANY SITE 15. The bed and banks of a water course shall be stabilized immediately after work in the watercourse is GRADING completed. O / 5 16. Underground utility lines shall be installed in accordance with the following standards in addition to other c� 2,-- applicable criteria: M= 727.28 ; j + ,�, O + i V IN= 717.89 a. No more than 500 linear feet of trench may be opened at one time. V OUT= 717 76 ; f o ; b. Excavated material shall be placed on the uphill side of trenches, dQ I ' (In' c Effluent from detwatering operations shall be filtered or passed through an approved sediment trapping Ni j device, or both, and discharged in a manner that does not adversely affect flowing streams or off -site I property, 0 ;SANITARY d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and `UTILITY; & `� i j nO promote stabilization. NAME ESMT e. Restabilization shall be accomplished in accordance with these regulations. 001,5381 & 26-0 26-8 2�$ 26� 2�� 26t p g 00005196 + + + ! f.Applicable safety regulations shall be complied with. 256 f 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to ! 726 i minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is IRE `' �z to `{ �, transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this I j— + i ST manner, This provision shall apply to Individual development lots as well as to larger land -disturbing activities. i f 25-0 \ 0 0 7 18.A1! temporary erosion and sediment control measures shall be removed within 30 days after final site 26- '�, 2� �. 2- Dl -1; - - ,-.- , , l stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local 25-5 ; 4 R 723.8� program authority, Trapped sediment and the disturbed soil areas resulting from the disposition of temporary 2�5 J measures shall be permanently stabilized to prevent further erosion and sedimentation, ` I FF - 726.33. „ i EX. -1.0 SANITARY j 3 ` " - ' - ; 22 +238 19. Properties and waterways downstream from development sites shall be protected from sediment SE yVER, UT l-T rY & ! IP �E 254 25-2 i deposition erosion and damage due to increases in volume velocity and peak flow rate of stormwater runoff DRAINAGES1�9T - - -� - --- -- IP for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria: #000005�96_ �x. _.�r�._�ITIL�ly��._._..25 BRL � _ 25� __� ----- 1-1 . -- __ - � I _ _ _ 2�8 25-5 _ DRAINAGE ESMT } \ �: 000005196 ��` `` `-- " . OP +245 jib / " lRF ' MH- MH_ 1 "y_-- = --� - - _� _N 29 28 ' - 264. 0 i 40' ' ' W TRANSFORMER l R/M= 72 -5�_--._-_._R/M- 72-i, _��.-.- MH-1 t_ MH_ 1 r, i' _. _ - _ _ _ __- _ .___._. _ � INV=723.5' '1N1�= 72.E ,1 ' ____----- EX. l0' UTILITY & RIM=725.0 y RlM=75.0 DRAINAGE ESMT INV= 722. 5' INV= 7,_)2. 2' % DB 648, PC 481 ; C HVAC 9; 43-09)-28 i BJP PROPERTIES LC I L MAK PROPERTIES 10 ' SANITARY; R, UTILITY, . -1 ;' 1Y U 10007052 FF= 725. 60 DB 966, PC 1224 WAGE ESMT �--� Ex 1 �' UTILITY LOVED: M, - I` ZONED: M-1 I 1 010006841 i ORQIN IJF FS1VT D! 648, PC 481 USE: llv'DCISTRIAL USE: I�JD�'STRIAL 20' or 20' 42, 0 ACRES 2. 0 ACRES I GRAPHIC SCALE 1 EROSION & SEDIMENT ■ CONTROL NARRATIVE Project Description This site is located in the Stonewall Industrial Park on the south side of McGhee Road, The purpose of this development to place a 29,768 sf building onto the lot to be used for an office and mini -storage business. 0 0 Existing Site Conditions "i This area is a vacant lot covered by grass.Drainage flows from the north to the south. All development will send drainage south through existing drainge easements. Adjacent Parcels C The surrounding areas are industrial lots and state roads. The grading plan for this project proposes all developed runoff to flow to the southeast into the existing drainage easements r� Off -Site Areas t Al! work including topsoil stockpiling will remain on site. Soils It The soils types determined from the USDA's "Soils Survey of Frederick County, VA"shows Swim/ey (#39B) and Oak/et Silt Loams (#32B) with rock outcroppings indicating Fredick Poplimento's. These soils have medium erodibility and runoff, Critical Erosion Areas � o 0 N `d. CZ L6 O o 0 U �r a C t0 U N N m N o N � o C � � J o i 6 .NIA This area Is known for Karst topography and contains limestone outcroppings and clay that shall be ti�V) dp managed by diversion dikes with check dams and silt traps. Special attention should be paid for evidence m �y of any sinkholes on this site during the construction process. ® Erosion & Sediment Control Measures o� Ali vegetative and structural erosion and sediment control practices shall be constructed and maintained according to minimum standards and specifications of the handbook. �►2yp� Structural Practices �zo�Wo Install construction entrance (with wash rack if required by inspector) Z5 v a �OO�o��-cam Install culverts with inlet & outlet protection U-1 W m o Q) Install sediment trap Q a w Install diversion dikes z a Grade site and seed all exposed surfaces immediately upon reaching final grade 5 v a z z a Z U U, W Q� O ��zWov General Erosion and Sediment Control Notes (VESH Table 6 =oo�z�oo F''�yWZL,QZ ES-1. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be o o o constructed and maintained according to minimum standards and specifications of the Virginia Erosion and o ti Sediment Control Handbook and Virginia Regulations 4VAC50-30 Erosion and Sediment Control Regulations. ES-2. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. ES-3, All erosion and sediment control measures are to be placed prior to or as the first step in clearing, 2 ES-4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all v � v times. o 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 w plan to the owner for review and approval by the plan approving authority. c L�.-_-aa ES-6. The contractor is responsible for installation of any additional erosion control measures necessary to ILB ; a prevent erosion and sedimentation as determined by the plan approving authority. ES-7. A!l disturbed areas are to drained to approved sediment control measures at all times during land LU disturbing activities and during site development until final stabilization is achieved. o o �Q;� 4' 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. (ST-1) SEDIMENT TRAP #1 -DRAINAGE AREA = 1.40 ACRES EACH SEDIMENT TRAP WILL DRAIN THROUGH l A RIP -RAP ARC WITH A #57 STONE LINING THE LEADING EDGE AS SHOWN IN THE BOTTOM FIGURE OF THE CHECK DAM DETAIL. OUTLET PROTECTION CULVERT SIZE 0 — 10—YR WIDTH A APRON LENGTH WIDTH B STONE AREA SY 1 24" 11.9 cfs 6' 16' 18' 6" 21.5 Lili V 0 z Q. `'' J _J Q O Ln O Z " Z�Q' z CL o U w� Ui o w � Ln W � �p O Q �Y W 0 0 C � o V° W o DATE: MAY 15, 2006 SCALE: 1" = 20' FILE NO. 0183 SHEET 5 OF 6 t!�w.rnRw�srr nnnerot hn,.Lllll STANDARD I° 24' select backfdl 6" All backfill to be compacted to 95% of ASTM D698 maximum density. 6" -----"tackiill CONCRETE ARCH I 24" select backfill 3" CONCRETE ENCASEMENT TRENCH & BEDDING -1- i' 24select backfill 6" 1/2 O.D. 6" MAR 06 L I Both joints of the fitting shall be restrained. In addition, all joints within the recommended length (L) on the large side of the reducer shall be restrained. SMALL RESTRAINED LENGTH OF PIPE (Ft) LARGE SIDE JOINT SIDE PVC DIP JOINT 6" 8" 10' 12' 6" 8" 10" 12" 6" -- 40 60 60 -- 20 40 40 8' -- -- 40 60 -- -- 20 40 10" -- -- -- 40 -- -- -- 20 REDUCER L I— InL--r--r-- L addition to restraining the connection, any joint that falls within the recommended length (L) shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) PVC DIP 6" 8' 10" 12- 6" 8" 10- 12- 60 60 80 100 40 40 60 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS - 6" THRU 12" 1 OF 3 -2- MAR 06 Lr Lr Lr� IVI"nn to restraining each joint of the tee, (1) any joint within the recommended length on the branch ) piping shall be restrained, (2) any joint that falls recommended length ofthe run (straight through) Lr) shall be restrained. A cross shall be restrained per a tee's requirements for Lb. A wye shall be restrained per a tee's Lr and a 45° bend's L requirement. RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 6 X 6 20 20 20 20 8 X 8 20 20 20 20 8 X 6 20 20 20 20 10 X 10 20 1 20 20 20 10 X 8 20 20 20 20 RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 10 X 6 20 20 20 20 12 X 12 20 20 20 20 12 X ro 20 20 20 2a 12 X 8 20 20 20 20 12 X 6 20 20 20 20 qT TEE CROSS, WYE ++4 .r._. , u_^)i"ivu�tiT�+)c:}:�^•�'`T��smilu _ ..a. ._ ZTYPE dditionto restraining each side of the bend, any joint that falls within recommended length on each side of the bend shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) RESTRAINED LENGTH OF PIPE (Ft) FITTING PVC DIP DEGREE 6" 8" to' 12" 6° 8" f0" 12' 90 20 20 40 40 20 20 20 40 45 20 20 20 20 20 20 20 20 22.5 20 20 20 20 20 20 20 20 11.25 20 20 20 20 20 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS - 6" THRU 12" .3- finished DOWN BEND DEPTH 4 FT. MIN. IJ Ld �{ DOWN BEND RESTRAINED LENGTH �G Vertical offsets contain down and up bends. On down bends, one joint faces horizontal and the other points down. On up bends, one joint faces horizontal and the other points up. Each side of any vertical offset bend shall be restrained. In addition, any joint that falls within the recommended length on each side of the fitting shall be restrained (Ld, Lu). UP BEND DEPTH UP BEND RESTRAINED LENGTH RESTRAINED LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT, MIN. 5-12 FT. 4 FT, MIN, 5-12 FT. SIZE/TYPE DEGREE OF BENDS Ld (DOWN) Lu (UP) SIZEPYPE DEGREE OF BENDS Ld (DOWN) Lu (UP) 6° PVC101P 45, 22.5 do 11.25 20 20 10" PIC 22.5 & 11.25 20 20 8° PVC 45 40 20 10" DIP 45, 22.5 & 11.25 20 20 8" PVC 22.5 & 11.25 20 20 12" PVC/01P 45 40 20 8" DIP 45, 22.5 & 11.25 20 20 12" Ply` 22,5 & 11.25 20 20 10" PIC 45 40 20 12" OIP 22.5 & 11.25 20 20 1 VERTICAL OFFSET 2 OF 3 RESTRAINED JOINTS - 6" thru 12" 3 OF' 3 MAR 06 -4- th i 2 spigot by gasketed bell 451 bend width renc'.; as required ;- dia. schedule 40 steel !" Z \ p pe filled with concrete—',' and painted yellow •�s; finished VaNco,Ina valvebox assembly; r grade r -- lid: Flgure No. 7 marked'SEWER top section: Figure No.7S28To ' 1� '• O ;:;; 3' minimu0. bottom section: Figure No. IBOD24 concrete :<? 1' 6 gasketed pipe and fittings - encasamom , d;;.; ; �:y 'C.; ('—' ti•�,. t 8' x 4• gssketetl bell wys J SDR 35 8olvam eontxat9 skid pad finished IS' dls. 6" deep ;�-> we caP x grade ... BOLLARD DETAIL property —T NOTE: line finished I 10' :r 4° atone Weep holes shall not be subject to being submerged. Ifgrade Installation Is in an area having a high groundwater table, the 18° Panella Model PA45V-CSK (4� cast Iron Authority's engineer shell be contacted for hydrant relocation. opo deanout cap with standard gasket and brass plug having a countersunk square head location marker 36' min. heavy wall as required pad 1'-6' dia. x 8° deep cover [concrete finished gradestone 2' min. - 6' mac. 47 brick base Y> / •/ %I Cry Y r �� .... .... .:.... ""e > c: ". ,4c.: fir"""---• 4' alon0 se war main :.. 45° bend mono 20 be screw type treated 2'x 4' with 45° adjustable > minimum of 8' ] ,K above top of base valve box locator marker t 6' painted green top P 4' pipe at 2.00% ;T stone stone minimum grade ................... ................................. .......... . .................. ,.'.•' ........................................... ........................ ::�i �:.i.i'i?.�}.i$?i}isi�•::•:•:•i•••:�:...•:.ii.:}:}:.................... ................... i joint .............. .................................... K restraints atone All pipe and fittings shall be SDR 26 heavy wall sewer. All pipe and flWngs shall be SDR 26 heavy wall sewer. C�'C<C`; '. y� ..i��r' . , h , mecnan cal Joint swivel tee with 6• branch SEWER LATERAL FIRE HYDRANT ASSEMBLY FOR MAIN WITH COVER 15 FT OR LESS SEWER CLEANOUT -10- APR 06 -17- MAY 06 MAY 06 7JO J f i 7251 720 0*00 0+50 1+00 1+50 2+00 2+50 STORM SEINER PROFILE H-1 "=50; V 1 "=5' J+00 J+50 4+00 4+50 7JO 725 720 7JO 725 720 hSr_L'D: 48" V Opposhe de saddle with 12 gauge solid insulated 0orp stop copperwirefor line tracing, stone taped at 10 toot Intervals INSTAL IATION NOTES: 1. Exact location of meter box assembly to be approved prior to Installation. 2. Water service crossing street a) Encase In 3' diameter SCH40 PVC or SDR21 pipe. The piping shall run from one toot beyond sidewalk, across the street, to one toot beyond sidewalk. b) Install 12 gauge solid insulated copper wire (for line tracing) from corp. stop to into the meter box [wrap wire around oorp. stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box; wrap around bottom of angle ball valve: terminate with 12'tall piece]. THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE 5/8" x 3/4", 3/4" AND 1" METER INSTALLATION -7- JUN 06 PR G�'�DE FF=727. 00 1 1,76, O a i I g SDR 21 j I i i I 1 j W i 3 mmi CO j Z�I Z Z \CZ J N '• O I'`1 { A Z N i � h S f ] Q) O O i O O i 1 0+00 0+50 1+00 WA TERLINE A PROFILE ; VN1"=5' H-1` 7JO 725 720 SN 8'x 16' solid block concrete pad 1W die, x 6' deep-- —finished grade min, �� type 48' adJua,= location marker volvq bpx-4 ]oint I valve restrained atone -•-� restraints [a main Water 141thru 36' GATE VALVE -9- TREAT WOODEN PANELS WITH WATER SEALANT. 3 8'x 8k 18" solid block Forced Sewer TYPICAL 6' TALL BY 8' WIDE DOG—EARED FENCE PANEL. INSTALL ON 4"V4 & TREATED POSTS SET J' DEEP DUMPSTER SCREENING FENCE DETAIL N. T. S. 0+00 0+50 1+00 1+50 WATERLINE B PROFILE H-1 "-50, V-1 "-5' 2+00 7JO 725 720 MAR 06 U_ V) m- % CD 0 O U O Q C o a) M� .(3) CJ to N � W O J Q) � (S .. 11 Lin)�0 -4 m 7 41, 00 7 ® O -1 Q pC _ . LO 'a o mcl�z Qz�Qz�o�� W V W g 0 WCr ��z�mC.�v LOLi Z v y N boo 0 J, ck ti *fit O r^ U J4 Q 11 ~ O titer LU z W O Ui � tiJ Lu Q LL � Q O W 4 vry QW J O WSW j r p uz V U) DATE: MAY 15, 2006 SCALE: 5' / 50' FILE NO. 0183 SHEET 6 OF 6 L CONSTRUCTION GENERALVDOT ICI U Rev. Mar 2006 o FEATURES 1. The Authority's Water and Sewer Standards and Specifications are available at wwwAma-water. com 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) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, „� , �, � C.)EXISTING Z; r , T N EX E P EXISTING EDGE OF PAVEMENT _-_._.._ ___.,- ....__ _... _...._.._-_ v.__......_._..__..._._ .._._...__....__.... 3. The contractor shall adhere to standards and specifications in effect at the time of construction, federal, or local regulations applicable. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the EX EG _ ._.__-_.._.._.....__..._ stringentgovern,arrangeinspection__--.-____._ a ✓ A- "" ry W" : S. The contractor shall tie-in a new sewer line to existfng 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 Occupational Safety & Health (VOSH) Rules & Regulations T moo`?® ti EXISTING CURB AND GUTTER "":- Y m .- "" E_X CG-6 6. When an existing water main is tapped for the installation of a new line; g pp © 44 C a) The Authority shall furnish all labor and material. b) V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition � , EX. INTERMEDIATE CONTOUR The contractor must; of VDOT's Work Area Protection Manual. Furthenmore, all traffic control flaggers must ire certified in accordance with Section 104.04(c) of M o EXISTING INDEX CONTOUR � a 1. make application and pay deposit, 2. mark the tap location. the VDOT Road & Bridge Specifications. b k �� o N � EXISTING SPOT ELEVATION _ `t ; , • 3 coordinate installation with the engineering -assistant. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, Including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify � 7, Exact locations lines to be with the Authority s Inspector. of water and sewer services on new are coordinated utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify12 the developer from this 1-2 EXISTING TELEPHONE LINE - _----._--._.._. __ __ , _._..._. . ...... EXISTING SANITARY SEWER - -- a. ,- _'S., I rc.. ,. 8, The Authority's maintenance department shall furnish and install all water meter through 2"in size, it is the developer s/contra r s responsibility to have the meter box assembly installed correctly. responsibility. �� OHO �ti4" _0 k C Before a permanent meter is installed: p box, frame the V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed ROUTE 37 EXISTING ELECTRIC SERVICE ---- -- �_.. - -- - r -- - - = ---- LL-___ a) The meter with its and cover, must properly aligned with 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. EXISTING GAS LINE - - ,; <, -- - , ; < . ,. ; , ; _-- .. - _ ._ EX, i 5 " RCP EXISTING STORM SEWER -;::_. 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. 9. For water and sewer services that connect to existing lines: V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way, PROJECT INFORMA TION Developer''_ EXISTING FENCE LINE --- - - - - - a) The location of the service lateral is to be coordinated with the Authori 's Engineering Assistant. ty g g V7 If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. ®corer WOB LLC Wayne Martoncik t - b) An Application for Service must be made and fees paid before work will begin, 1073 Redbud Road 130-W5-3 Windy Hill Lane EXISTING DITCH LINE c) The Authority shall furnish and install $/8 ", '�/q ; and I" water services. d) For all 1 1/ " and 2" water services, the Authority shall make the tap and bring the piping to the V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time, VDOT Winchester VA 22603 Phone - (540) 667-2001 Winchester, VA 22602 (540) 535-7280 � ! EXISTING WATERLINE W/ TEE -W -, Mx property line. The contractor shalt furnish and install the meter vault assembly. The Authority will requires 48 hours advance notice prior to any required or requested inspection. EXISTING FIRE HYDRANT qp&x. EX. EH install the meter. e) The Authority will install all sewer laterals V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained In accordance with Section 3.02 of the Virginia Erosion & Sediment Control Handbook. ,Property Data Building Setbacks Per Code Proposed �NiA EXISTING WATER VALVE W - rM v 10, Any water service line must have a backfiow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE Standard No. 1015 or 1013. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall ha ve, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Tax Map Number 43-(19)-52 Address McGhee Road Front: 751 91. 5 Left Side: 25' 26. 0' �& d, �~ - EXISTING REDUCER --- W Wu -- Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Area 2.060 acres Right Side: 25y 26, 0' e� 06 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 25, 5 ® . o EXISTING TREE DRIP LINE tit,_., . _._ .. �_- ._.,....,..._ _ �_.,.. %•-- 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. VI 0. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. Legal References #060006143 Existing Use Vacant Proposed Use Warehouse with office Parking Setbacks Per Code Proposed Front: 25' 25.5' �_ Ln 0 J 0 0 �� z �O PROPOSED FEATURES 12. FCSA to review the mechanical plan(s) for design and material approval of, 1) the domestic water meter and its backflow prevention and Mini -Storage Left Side: 5' S.5' ' P device, and/or 2 the fire service line's backtlow prevention device. ) p Right Side: 5 9.5 V11. Alf 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' 45, 5' PROPOSED EDGE OF PAVEMENT PROP EP GENERAL NOTES possible shall be installed under roadway drainage facilities at conflict points. Open Space Minimum 25% = 22,433 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 VDOT. Work in Open Space Proposed 31.7% = 28,495 sf F.A.R. Maximum 1.0 Q 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 shall cease that vicinity until an adequate design can be determined by the engineer and approved by VDOT. F.A.R. Proposed 0.33 p a Use For Parking Units Re d S ces --�- -�-- o 3 a �, o Q a �- k ZZ � m 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. Building Data Warehouse: 10,340 sf 1 per employee 8 Office: 2,220 sf 1 per 250 sf 9 cE pc o o W ®o 0 ¢ ,- ' ¢ o PROP, REVERSE CURB & GUTTER PROP CG-6R 3. The contractor will remove all mud and debris from the public right of way that is left by vehicles entering and leaving the site. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When loll samples are submitted to private laboratories for testis the samples shall be clear/ identified and labeled as belonging to a p p 90 P y 9 g Type of Construction 2C - Metal Mini -Storage: 15,860 sf 1 per 5, 000 sf 4 � 4- z 4e W¢ �' � c� � o project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures Total Parking Spaces Required 21 cn m A v W ex W ¢ ¢ ¢ o PROPOSED CONTOUR 50 4, Any damage to neighboring properties including county roads and sidewalks, caused by the development of this site will be the Proposed Area 28,420 sf total Proposed Parkin Spaces 30 p g p o W � v � '� � v ¢ responsibility of the developer. All damage must be repaired to original conditions Height Maximum 60 feet C 1Z o c PROPOSED SPOT ELEVATION + 5 p2Q V14. All roadway fill, base, subgrade material, and backfill In utilfty/stonn sewer trenches shall be compacted In six (6) inch lifts to 95 , of Height Proposed 24 feet 0 (6 o 0 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 Hand/cap Spaces Required 2 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 Proposed Handicap Spaces 5 tt accordance with VDOT Road and Bridge Specifications. Certified copies of all test reports shall be submitted to VDOT daily, unless specified Sign Data PROPOSED SANITARY SEWER S S S 6, The contractor will be responsible for adequate and positive drainage of this site, otherwise. Sign Area Allowed 100 sf # of Loading Spaces Required 1 Proposed Loading Spaces 2 PROPOSED TELEPHONE T T- T- 7. The contractor will obtain a Land Disturbance Permit prior to any site work or construction. V15. VDOT Standard CD and UD underdrafns shall be installed where indicated on these plans and/or as s ecifred b VDOT. p p Y Sign Area Proposed 100 sf C PROPOSED ELECTRIC E E E 8. All construction will be done following the laws and guidelines set forth by OSHA and VOSH, Sign Height Allowed 60 feet Sign Height Proposed,, 24 feet PROPOSED GAS LINE CAS GAS GAS 9. The contractor will notify engineer of record of any discrepancies between the approved plans and existing site conditions V16. The installation of an entrances and mailboxes within an dedicated street fight -of -way shall meet VDOT minimum design standards and is developer, y g y g ¢ o the responsibility of the v PROPOSED WATER LINE W W W 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 in shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices Contact Numbers t Index 0 PROPOSED WATER METER ( 'm 11. Al/ Erosion and Sediment Control devices shown on this site plan shall be installed prior to cornstructfon. w PROPOSED FIRE HYDRANT D& PROP. FH 12. All controlled fill must be compacted to a minimum of 95% density following Method A of the Standard Proctor ASTM-D698, V18. The developer must provide to the VDOT Residency Office a list of all material sources prior to the start of construction, Copies of all Surveying & Engineering Finn: i c a c AASHTO-T99 or VTM--1 as applicable. An fill laced underbuildings, s, structures, orpavement, must be inspected and approved b a pp y p g p p pp y Invoices for materials utilized within an dedicated street fight -of -way must be provided to the local VDOT Resider Office prior to y p � p GreyiNolfe, Inc. (540) b67-2001 Cover Sheet &General Notes Sheet 1 Grading and Utility Plan Sheet 2 �� a professional soils engineer. A geotechnicai report supersedes this note if provided, acceptance of that work. Unit and total prices may be obscured. Contractor.• Landscaping Plan Sheet 3 COMMON LABELS & FEATURES V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using CMI - Kevin Kenney (540) 665-0693 VDOT and E&S Details Sheet 4 13. The contractor is responsible for contacting MISS UTILITY rlor to an site work All utilities shown on this plan area approximate g p y p pp the densi control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction density p g p p Zoning Enforcement: Department of Planning (540) 665-5651 Erosion & Sediment Control Sheet 5 Sheet 6 w � `fl o e o PROPERTY LINE OF PROJECT locations and not all utilities maybe shown. technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition Site Inspections: FCSA Detalls & Utility Profiles a o " a, to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and K 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 EASEMENT LINE - - 15. An approved set of site plans must be on -site during the construction process. V20. Asphalt concrete shall be in with Section 315 the VDOT Road Bridge Specifications. Density be Erosion and Sediment Control: Department of Public Works (540) 665-5643 Sanitary Sewer and Water: S 1 IWr pavement placed accordance of and shall PROPERTY CORNER FOUND Q 16. The contractor will notify all utility companies prior to excavation within easements, determined using the density control strip as specified in Section 315 and VTM-76. A certtfled 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) 86. 061 FF PARKING SPACE TOTALS , 2 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. Telephone: Verizon (301) 954-6282 Electric: Alleghany Power (800) 654-3317 ADA HANDICAP PARKING STALL Gas: Shenandoah Gas Co. (540) 869-1111 L DEPARTMENT OF I L 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 UTILI7? ;° 1-800-552-7401 SIGNS �" of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe, Foundation designs shall comply with VDOT Road and Bridge Standard P8-1, Zoning GeneralNotes �! SANITARY MANHOLE IDENTIFIER O 1. Building(s)shall comply with the Virginia Uniform Statewide Building Code and use group S, (Storage) of the International Buildin Code/2003. 2000 P y 9 9 9 p( 9) 9 ( Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. c /) _ codes can be utilized until November 16, 2006, ff requested). Other Code that applies is ICC/ANSI A117.1-03 Accessible and Usable Buildings and Maximum 1. Exterior lighting will be provided by wall -pack lights attached � STORM DRAIN STRUCTURE IDENTIFIER a Facilities Plans submitted for permits shall be sealed by a Virginia Design Professional. This includes structural and systems on the assembly use. Special inspections under Chapter 171BC is required an this type structure. (soils, concrete, steel, etc,) Environmental Existing Disturbance Proposed to the building & lightpoles. 4, Z 2. 596 of the units shall be accessible under Table 1108.3 IBC and all office spaces. 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 ti ti 0 LIGHT POLES � 3. All required egress shall be accessible to a minimum area of rescue on the exterior of the building (note fire rating of walls within 12 per IBC). Egress door locators are not indicated on the plan. See architectural drawings for locations, V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT o Floodplain 0 acres 0 % ®� Lakes &Ponds 0 acres 0% 0% neighboring properties. 3, Outdoor trash receptacles will be in an enclosed six (6) foot fence. 4 � v � LOCATION OF TEST PITS V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria, Final approval of guardrail layout to be given by VDOT after grading is mostly complete, Wetlands > 1AC 0 acres 0% 0% Sinkholes 0 acres 0% 0% 4. This project will not disturb any environmental features as deflned by the Frederick County Zoning Ordinance. Ui ® W Z Natural S. W. 0 acres 10% 0% 5. The owner will be responsible for obtaining or granting -4 � O L � 4 F L I Retention Areas easements shown on this plan. (Z W V EROSION & SEDIMENT CONTROL FEATURES 1° An inspection by the Fire Marshall s office will determine where curbing must be painted Steep Slopes >50% 0 acres 25% 0910 Woodlands 0 25% 0% 6 inavolVed sements will be recorded and copies sent to the parties ® W v U yellow. acres 7: All utilities that will service this site must be placed INLET PROTECTION 00 2. "No Parking - F1re Lane "signs will be placed on the site by the Fire Marshals direction, 3. The contractor must align the fire hydrants to the direction as determined by the Ffre Marshall ITE AM PEAK HOUR PM PEAK HOUR CODE ITE USE AREA (s� IN OUT TOTAL IN OUT TOTAL ADT underground, p� p OO �+y W W OUTLET PROTECTION ®O p 4. Burning brush piles of natural vegetation requires a permit. Burning construction debris is prohibited. APPROVALS P 30®06 5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed. 710 GENERAL OFFICE 5,048 6.9 0.9 7.8 i.3 6.2 7,5 55.6 CHECKDAM CO 151 MINI WAREHOUSE 24,720 3.3 3.6 6.9 3.8 3.4 Z2 61.8 RESPONSIBLE 4 DIVERSION DIKE pp DATA TAKEN FROM THE IT. E. MANUAL 7th EDITION Frederick County Zoning Administrator Dat/ SILT FENCE W/ WIRE SUPPORT WF NAME: LANDSCAPING NOTES Final Site Plan Approved by Frederick County Planning Department Reviewer Date SILT FENCE W/O WIRE SUPPORT SF CER #s 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. SEDIMENT TRAP ST ��° 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. 3. The Frederick County Sanitation Authority approval is valid for two from date of approval. If construction is not fn progress at the end DATE: MAY 15, 2006 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. years 1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth in the plans. The planter shall guarantee all plants for one year, of this period, Authority approval shall be void. SCALE: N/A A 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. 0183 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 6 It Ue y I CA �, O ` SITE NOTES ;�_, a 4 1. INDIVIDUAL STORAGE UNITS MAY NOT EXCEED 1,000 SQUARE FEET. I _ ' to to rh 2. TRAFFIC FLOW SHALL BE DIRECTED BY ONE WAY SIGNAGE AND PAINTED ARROWS. O t o u U a g'w 43-(19)-51 43-(19)-38 3, TWO WAY TRAFFIC SHALL ONLY BE PERMITED IN THE ENTRANCE AND FRONT "•a TOAN & ASSOCIATES, LC TORN & ASSOCIATES LTD, PARKING LOT. � ,030001765 PRTSHP. ZONED: M-1 DB 743, PG 1298 I USE: INDUSTRIAL I ZONED: M- I �- I O o 8 ` f 1 /, 0 ACRES USE: INDUSTRIAL � I 114, 0 ACRES � , 1••-p,.. ..... .n..,....... .v.,...._...,,,» ,,..,••-"'w"°' .w..d°""` '""' � H.»-..� ''�... i`1 � � � .gyp L` 'y U) „i j In v= 723.4 r` I M u a EX. SSMH • . •, - m� c , t INV IN=721.77 1 INV OUT= 719.81 ' ..k...,,•, :s ^,"' ,,,.-'"._..-%' w,-,_ _..,...,-,w.., .,.«.v..,,..... .........,...,. � i ; _ �� _, .a. y .... .. w ., ., #4 / .. 'ky$ +wy� i y ,w , 1 ., w ....<+... �f �^ s^ p P 49 wr " .,._.,, ....e..e...., d.......... NEAREST INTERSECTION McGHEE ROAD K g 1 P l ROUTE 86f — 35 MPH � RT 86.i 475 + `•�-...` '•' � ' _ ..._ _ . .._.__...__�'' __. ` PG 867SIGHT DISTANCE , i ✓ - �a.l; ar y,p - 60 A0.W. 281 350'+ 35�550 4 '� 271 �� ,f = —�,\ n i'" rwv++"'r om•:awc,rn. w V u'..✓».+w.n• .,,e , •'^"' 12" WATER ,MAIN — _ — .w_.._ _ _._ _.-. w_ . - - 8" STUB '"�. _ - _� `� "" •• ,` 1 _—..2, i ij .4i; -.._ d- .... _ _ -_ . _ ....... ___ STOP BA s _ _ .__. __-- .,._ .,_._ ..._ _,_ � �q4 .��- N p 206' OF 8' SDR-21 __ `r p c SIGN_ __ -- .�.�.. ,.� ,.,.�,��,.„ „�....,..�. `n �., �„ �.. � ...,�� 4•d I I � �8'7EE WV _ - - CAP -WATER LINE AT PROPERTY INE -� t "^ __ _ :O u] .•• ,."'-____._ � _-�-..�--�---w- —w _ w-- -w- iw- w-- w— -- w-- w ...mow. ---- _ ._--•_ --_... - .. -�.- , -�.----__-.___•:�. � ! � r E- yy do I - EX 2 "WATERL E ESMT WATERLINE B • _ __ - "--- 8 e8'7(6-1m _. _ . . _ � � �' ao � WVWV 26� - _.. __ .; i `�`! �'/ 0 L 0 -- 72a p .�o 8 sign . + r 270 FH z_ 0' S R _ 1 1 z O / 2 Inv 9 �1 18 . a 64 R. 911 \25¢! 726 A 5'R �26 y ` I f t ; \� \ `e 3} s j1 +� E I O� + .r` N 261 I '; 1 '` 4•�` �• •` \, `a, + a' � V '" 1 C } 4.5R} WV -.j — 25� CUT ,� r` _j 26� 8' 8' 261 5 R 5'R " - - -- _. 2�`11 _._ .. 2 �. J % W Q y °p O O '` 0., r 75 BRL }} [ ® l 26¢ 25' j m NOTES. rr \ �' `ti\�.`� / i 1 ( �:, gv'�'Q�n�azc~n ! ' Al s �" s -- s Office 1. ALL FILL UNDER BUILDING E U u, Q �^'"� S � � � � ( �` L_ "J � .,` ��' �� '� U � 4! t T P 8� FC 500 sf �, ! V PADS SHALL BE COMPACTED I t `� I z q Q -�—. ; I! i 2' RB CUT 252 Office Office' 1 Office Office x ! PER CHAPTER 17 OF THE � a• i 1 "i1'/L � � ( '� '` •'� � � , `� `,� � ' �" � ' '�' �� Fes'. � � � v q l � Mini 315 sf 315 sf 315 sf 315 sf Qo I _ i i Storoge 1 `WIG �` «— B.O. C.A CODE. I ; i r' o s o __...._ ______.�-_..__ 2 �,___._�......_ ___..._..._.---- X0.5' ! � 24� � 2. NO STORAGE UNIT MAY BE ` • , � � ' s \� c, O O N Office r 22 5 I i •� \ � �,) J �\ s i F 460 sf 24 0' I MORE THAN 1000 SF IN SIZE. t 20 5R 'W'7R K, 7R J5�R '�oQ J. CHAINLINK SECURITY FENCE r. ,.. ' =' 26$ �* I 26•� w MUST ENCOMPASS STORAGE 43-(19)-46 + Warehouse { �, 26 UNITS i _ ! 24•� Warehouse Warehouse Warehouse Warehouse Q � SPAHR METRIC, INC. '' J M {- __._____._ 267 1,500 sf 1020015JS I l ! ! ? 967.5 sf 967.5 sf l 967.5 sf 967.5 sf + In - 4.. �� ZONED: M-1 ! a - USE. INDUSTRIAL _- 43-(19)-52 42. 0 ACRES ,f ? '; + � ______�_._ 0 30 � 30' 25' j � LOT 33B I . � � \ i I z i 26.4 20 o !WOB( � � 26¢ - i 1060006143 f� � � � y j � �6 a v� I 75 I `w ZONED: M-1 `` 1 j '' I w - ;{ USE. VACANT . ..� , l i 27� Warehouse z ! i f 1 ACRE r' ' i 6 T ro ti r ' 4 a i FF - ,727, 00 1 f i �'� �/ % r I ' 4 Woo`° -X. SS MH r `? { i N^ i f 23� '� r. / t i f Q ^ o ____ _ v ___ _ _ _._ _ \ Gl RIM= 727 28 , I ^ Y _ I 1 INV IN=71789' ,� �= -. INV OUr=717.76 ' a ■ O / j - EX. 101 SANITARY SEWER, UT1L I r & _ s DRAINAE ESMT O 1020015381 & 1 26Q '' 26� �' °� 2R 26$ 25� 264 ! I 1000005196 1 25¢ 12'X45' LOADING J R `~ T'R .i'R 3R , i -1 2 IRF " A W .f 6-4 +25 NEW , I / 1 Z6 "€ I V1 1 Q._... o' I.„ ! 2159 4- ' 26� -26Q 25z 3 a 26. DI-1 j R r i 1t:_ Q 000 - F ( 1 . ! 25� d i ! RlM-723.8 rX 1 I I ° `` ( I , , INV= , 22. 3' I ( I t ' I W V,.� , � �. 1 ! r Ma _ i��SArv1TAl�Y 23� \ ! 25� 22� i +24�$ �G 4 4' FF 726.33 f `t, . I SEWER, UTI T.Y,' & 2J`� 2 I h , \ ! L -' DRAINAGE ISMr'Nliti • ° i i ! i { ; 4 ' �'1 FWD #000005 �96 �X. 1.0',. uTu pry � .__._.._. 25 BRL 2 - - ._.. _ - 24� - � '� + h ` t ' ' � f � �v � j - _ __....__ _ _W z5DRAINAGE ESMT __ _ __ d _.. _�... _ ..__. ... o� _ ._ .. ' ti. / i ? U ill (� O 4.. _. _ z �c -CIA x l f W w o " M . .� ° MH-1 __ _ _ ..r — — +wr1 "'i""~".,� SAP w 518I IRF '1 - H - - =- v - _N 4D 29'28" W - 264�.00' � 1°� ! TRANSFORMER _ � / � � � x.�. _ a ___ � � _ �. �,..m.n h..�, � � � w � � � i i j� _ - � � �, � Uj -.� RI 7 �_ r-• ,_-• i W •M 1' MH-1 MH 1 j j Ex. tD' Ur21rY & RIM-725.01 !?1M=72S 0' i LLU ;x I ` , INV= 723.5 - ENV '72 DRAINAGE ESMT ._--'`-INV=722.5 /NV=7 2.2 I a k DB 648, PG 481 / i I s fo� ? e4' ssTRAwSFOR r�ER,� 43-(19)-32 r;l HVAC % 43-(19)-28 Y _ ._ _.._. i T �— ~ BJP PROPERTIES, LC `` - ---- !EX. 10` SANITARY{ ' ; I LMAK PROPERTIES ! FF-725.60' 1 SEWER, Urrurr � !�, -�� }010007052 08 966, PG 1224 ! � FF=720.30' DRAINAGE ESMT E 10 UTILITY ZONED: M-1 w. , J/O I0oo68rjR4YJNAGE ESMT ZONED, M-1 I ZO f I D , 648. PG 481 USE.' INDUSTRIAL USE. INDUSTRIAL f2.0 ACRES +2.0 ACRES OUTDOOR STORAGE $ " 1 i t HENRY ELECTRIC, INC. f 010006841 ZONED: M- 1 + { USE: INDUSTRIAL ±2.6 ACRES DATE: MAY 15 2006 .,, llnvv 71c.2' i SCALE: ill= 30' z / FILE NO, 0183 w GRAPHIC SCALE ,. SHEET 2 OF 6 4 " OF 3000 PSI CONCRETE W/ FIBER 4 " OF 21' -B COMPACTED TO 959' DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95Z DENSITY TYPICAL SIDEWALK SECTION FILTER FABRIC �n#57 STONE =�'? :4" SLOTTEDri � 24" WIDE ✓ TRENCH DRAIN X-SECTION N. T.S. 2" OF SM-2A 6" OF 21-8 COMPACTED TO 957. DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL PAVEMENT SECTION DIRECTLY UNDER THE PARKING SPACES 1.5" OF SM-2A 3" OF BM-2 8 " OF 21-B COMPACTED TO 95X DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 957" DENSITY TYPICAL PAVEMENT SECTION UNDER ENTRANCE, DRIVE AISLES, AND L DADING AREAS All plantings will conform with Section 165-36B of the Frederick County Zoning Ordinance, Planting Selection, Planting Procedure, and Maintenance. LANDSCAPING DATA Trees Requirement Calculation Per Stalls 1 per 10 Stalls 31110 = 3 Per Impervious Area 1 per 10, 000 sf 61,280110, 000 = 6 165-27-B-11,a - Storage Units 9 Green Area in Lot 15016 of 14,300 =1 2,133114,300 = 715 sf 15010 provided Shrubbery 1 per 5 ft 20015 = Headlight Screening 200' fatal 40 provided Trees Symbol Common Name Botanical Name Planting Size Mature Fall Color Quantity Height or Caliper Height ir ? RB Redbud Cercis Canadensis 2" Caliper 20'-30' Yellow 3 `4 DW Kousa Dogwood Cornus Kousa 2" Caliper 25' + Purple 3 ' <. -6 RO Red Oak Quercus Rubra 2" Caliper 50'-75' Brown 3 LC Leyland Cypress Cupressocyparis Leylandii 6' tall 35'-45' Green 16 Shrubbery Symbol Common Name Botanical Name Planting Size Mature Fall Color Quantity Height or Caliper Height BX Boxwoods Buxus 36" Tall 4' Green 40 Prune out any dead or broken branches, remove / all tags, labels, strings, wires, etc. from plan. 2-3" mulch Set top of root ball 2-3" Saucer 3 equal to1-2" grade. J� above Remove container,- use sharp blade to make four 1/4 "-1 " cuts the !en th of boll and cut o 1�" X on bottom of boll; loosen compacted roots. CONTAINER GROWN SHRUB Prune out any dead -- h—[,-n branches. all tags, labels, wires, etc. from 3" mulch Set top of root boll equal to or 1-2" above grade. rope & burlap oot boll. Dig hole 2-3 times width of root boll. BALL & BURLAP SHRUB SHRUB PLANTING DETAIL (NOT TO SCALE) Prune codominant Prune rubbing or cross branches Remove tags and labels Cut oway all balling ropes Remove top of wire basket Widen and score h, wall — holes in , ! � Remove container and cut� circling roots if container -grown, or as much burlap as possible if field -grown ~' DO NOT prune terminal leader or branch tips Prune narrow crotch angles & water spouts r Prune broken branches Prune suckers 2"-3' mulch kept /away from trunk Soil well to ,-contain water ll soil ly backfill, 21,jArea to settle inislling r water e (Pipe could be installed) Leave solid soil pedestal - do not dig deeper than boll depth )iq hole 2-3 times root ball width TREE PLANTING DETAIL (NOT TO SCALE) BJP PROPERTIES, L C J010007052 1(J) ZONED: M- I / USE: INDUSTRIAL 42.0 ACRES i ! 1-Y)-2b LMAK PROPERTIES DB 966, PG 1224 ZONED: M- I USE. INDUSTRIAL 2.0 ACRES 4,3-(19)-52 LOT JJB WOB, L L C J060006143 ZONED: M-1 USE.- VACANT I ACRE VIP 20' 0' 20' GRAPHIC SCALE • QU_ o LC O O O o 0 `a C N N � Q =3 U) m � o fu j a i r�6_ • LU _ Ln 5 t, ,-a ! (n Ce 6 *4 �P 01o� °ao�WQ �OC)tia.��Z �=oQ�000 LU Lu '- Z zr a Z Z m 0 QQ J�o Wz�v�� `t �ooQ)U. �1 V �Q Q Q� �^ Q�.w�oo o UA Z v~ cz w O vJ DATE: MAY 15, 2006 SCALE: 1" = 20' FILE NO, 01831 SHEET 3 OF 6 TEMPORARY DIVERSION DIKE SOURCE: VA. DSWC (',mm�ant.Prl Snil PLATE 3.09-1 PIPE OUTLET CONDITIONS ado (MIN,) L 'IPE OUTLET TO WELL )EFINED CHANNEL o7. d SECTION A -A F- FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.6 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. Source: Va. DSWC Plate 3.18-1 Pe-) NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL GROUND LINE H GROUND LINE H _ GROUND LINE H rrrrrr r�r� rrrr rr.- -I I /rrrr /rrr - I rrrr ?r I I ROCK OR y rrrrrr , rr rrr rrr EARTH C-12° �I r r - rr �r 0+12" r rr UNYIELDING p,i21• /,, -EARTH , d Dl2 {r 4" - D!2 d Li SOIL ter D/2 d .i.._ _ BEDOING MATERIAL 6MIN 1l1D 0 I X 0--�{ 1C D �_MATERIAL MIK 11/10 DMIN.1/10 I// PER % r W D__ EIED S-MATERIAL 1 OF H DDING X D �•1 X Mr- MINI, AM.241, Mr,>x, 24 FOUNDATION SOFT, YIELDING, DR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIE PROJECTION ABOVE GROUND LINE MIN. 1.5 x D H 1� MIN 1_ 5 x D MIN.1.5 x D MIN.1.5 x D I MIN- 1.6 >i o MIN. t5 x D TOP OF FILL IT TOP OF FILL � TOP OF FILL N_ H N -_ - rrrrrrs rrrr/rr r� _ r/ rrrrr f��J�, � rr .fir rrrrr rrr rr rrrrrr :_ rrrrrr :rrrr/ rrrr ,rrrrr � = rr,rrrrirrri.�r.' rvrrrrrrrrrrrr rrrirrrrrirrr rrrrrrrrrrrrr . rrrr. �,,� D�tz^ ''r rr rrr � �,/.�� irrr rr r/irrr - _- D•1z" _ rrrrirrirr rrrrr�rrr��- _ +, GROUND p.I2" _,,..GROUND �rrrrrrrr rrrrr+�rrrr -{ r/rr d LINE r`frr rrrrr d r'rrrrr LINE rrrrrr d -GROUND = r D/2r - - Dt2 +' _ALINE D!2_ �I �4' _ EARTH _ _ _ ROCK OR /b r MIN. 1/10 D BEDDING K D X MATERIAL UNYIELDING MIN.1/1i0 D I SOIL f l I I.-, -I MIN. 1110' D BEDDING X D }C F� Jai FF�� - EARTH e PER MATERIAL MATERIAL NORMAL EARTH FOUNDATION M OF " �, 2a„ ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL BEDDING MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. _j�j�] REGULAR BACKFILL MATERIAL IN ACCORDANCE rrtea WITH SECTION 302 OF THE ROAD AND BRIDGE CLASS I BACKFILL MATERIAL IN ACCORDANCE SPECIFICATIONS: WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. ® EMBANKMENT NOTE, FOR PLASTICPIPE,THE LIMITSCLASS(BACKFILL MATERIAL SHALL BE OOPTHE NDED 0 THE THE E. SHEET 1 OF 4. gWMMCEI INSTALLATION OF PIPE CULVERTS AND STORM SEWERS gFPFRCNCE CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "A" 3D2 REV. 1/04 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 107-OL STONE CONSTRUCTION ENTRANCE 70' MIN. EXISTING PAVEMENT FILTER CLOTH g• MIN. A MOUNTABLE BERM <OPTIONAL) SIDE ELEVATION =u=n=n=n=1�.ra.• •..T..T..�.,.r.�t. cj�t� _ _ ' --�17,�r�. �% �r� ..;•-err DCI SECTION A -A SECTION B-B CG-6 NOTES: 1, THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB @ CUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONC FACE OF CURB)SHALL BE PAID FOR AS RADIAL COMBINATION CURB BI GUTTER. 4-FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER THE BOTTOM OF THE CURB AND GUTTER $j� BE CONSTRUCTED PARALLEL TO THE SLOPE DOFF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT, 5- THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR 4" 2 R LESS CV DEVELOPED URBAN &SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EKCEEDED STANDARD CC IS REQUIRED. 6 P P 1" 1 P P P IN O O P O O 7,: P A A P Q P A A P O P P P 6" P A P b D a-___----__-- P P D -- THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR 'ECIFICATION REFERENCE COMBINATION 6'CURB GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION C:;-12 II CG-12 rcirlFR/^,I_ NC:)TES: T-r iC-F•:TA3LE WARNING 1-ALL 3E IfOVIf1ED EY TR'...4CATED CCMFS. - s \ 2. D_TE"TAE_E vVARrJnG 0 EE CLASS !+-3 CCNCiE-E 'CLASS A•e IF PRECAStJ WITI-.S.IP RESISTAN- NTEORAL SURFACE COVERING THE FULL WIDTH OF THE S-- �\ \\ ^"••� � RAMP - LUUH y" 1 F VU I IN LEND H IN I HE UIHL(, f UN :JA• I'kl)t'� I N1AN \ �-✓! ..-- T<AVEL- OT14EP TYPES OF IAAIERiAL WITH THE P-INCATED CCMES DETECT48LE - VrAPNIN:: MAY ?F .t=Fn WITH THE PP=R(}VA; OF 7HF F1.C;',I\FFR. TYF= A 3- S-OPINC SIOE6 Or CURB RAMP MAY OE POUR_D MDNOL TH.CALLY WI'(F P4M.P F'_RFL{VCII', i_ILA.R FI OOR r-R RY I..;ING P'PMJ SIR1 F CON;TRtI^i164 J3cd" 'k H RFOIIIRFr BARS. 4- IF RAIAP FLOUR IS PRECAST HOLES MLST BE PROV DEJ FO? DOWEL BARS 30 - r- r c - ' 1-a- an, rlAnror, FI ARFn f.,F CAN FF .A-,T IN rl ACT AFT..R I Ac-wFNT OF .. °• P:ECA'T PIMP =L004. PRECAST CONCRETE SHALL 9E �L,A5S A- 4. - --��-\ \ ��,.MT`I _ 1 _ s. vourim F.A?� ARF TO nr I.O. 5 X R PI ftcrr) V C-N--R T) CFNTFR Af OVi:�� 12 ; tJ.AK ; BOTH SIDES OF THE RAPP FLUOR, MID -DEPTH CT RAMP 'LOUR. MMMJIA COcCRETE COvER 6. CJR8 , CURB AND "LTT=R S_OPE TR4NsITfa1IS ADJACENT--0 �t.RB RAMPS �\�. ARE INC_LDEC IN PAYVENT FO? CUPF CI.IF,'3 Alt G(1T TER t --f- - TYPE 7. CJR8 ?AttPS AP-- TD 6E LOCATED AS SHOWN 0V 'H_ PANS CR CS DIRECTED PARALLEL OY THE FNGMJ=CR. TFEY ARE i0 Br PR(.VIDFO 0.T It\" C :iFCTION3 WHrTEYEP A AJCESSB_E ROUTE WITHIN THE RICrT O' WAY Jz A HICF•14PT FP,CILITT C?CSSE5 A CUR? RE0 �+4JLESS OF WHETHER SIDEWALK FS EY STING, PROPOSED, OR NON-XISIENT, TILY MU51 - LCCATCD WITI(I\ PE.OLSTNIAN CROSSWALKS �\ AS S iQ'"y ON FLA,`5 0? AS OPECTED BY THE EN iN"ER, AND SHOV_0 iCT Bc LOCATED BER%O VSHI; LE 5'OP LIMES, EX!S-NG IG-iT POLES, FIRE _m MAX l HY'CRANf S. DROP NLETS. E C. ACCESSEIL- RD'JIES PROV'�O= A CONr91Li(:US ,.�..� \r \ `1Y`t �- V\CBSTPUCIED,STa8_E,FIR\t P140 SLIP R,EStSTA\T PATH CrJi•IECTI\G A_L �:1MAK v�� {'SSIR F FI FUFfJTS OF A 'Af:I11TY THAT ^e1J P,F APPR'le('H-[:, ENTERED„ 1=-- x+ -� AAU JSEU BY PLULb-IHiAJ4-• 5'fEA �\ ,yt%k - 1 ,,r.^ �- R PAIIP.i iJA" Rf P Af.?F RA'�I OR A C• n IJ OV A T N .F ITSFC-T tJS PPOV,DK THAT L MI \ l -�� Al X' , 2" HIGHER THAN T-E THE OPENING IS =LACCD J9TI:) THE THLIMITS 0- TIE 'BOSSY/A K PFp �. - rfl:'r :,r ^R'/rMfN- T-A- THE SlJ%E 4i T-E CCNrv'ECT10n OF THE CURB OPE/JIM1G IS-�1•��• r or-F,nILLt AR T ^- TI IF Ct!?f . ` Al X Y , SAME AS TOP OF CURE 9. 1T'PICAL CCNC?E_,E SIDEWALK IS 4" 1FI�^K. 1VHF� -HE E\ITPANrE R.ADICANKOT TYzE '-• TIF LfCI\rIIpgr( •e,/iRtCK AFFC,REFER TO STANDARD;,13,CCMMERCIALN.aC / PA- ALLLL -EWNUIC-ILAR RUCK TRAFFIC: FOR CCNCP�TE CE°TH. 0. WHEN CURB ?.AMPS ARE USED IN CONJUNC-iCN WI(H A SHARE) USE PATH, T-E d!MMUFA W01H S! ALL 3E TrE WIC-H CF THE SPAqED USE PATH t _ 2 a TRUNCATED DOVE 4 -- \ o�o%o 0co0, -) 1 !� 0 o 0 0 0 0 o e c o 0 o a a 0 0 0 0 0 0 0 0 0 C 0 0 0 0 O i.� + . 0 0 0 0 0 0 0 o C C 0 0 0 0 O'0 `'y e' 0 O ru 0 0 0 O O O O 0 C U O 0 U O 5C% 65Y Of BA;E DIAM=TFa 0 C 0 a 0 0 0 0 C C 0 0 0 O O fOrT'L`lAu fLr2 _ IO 0 0 0 0 0 0 0 C C 0 0 0 0 O ' 1- EASE D A IETE? - - - 4' MINIVLPA, PA'/ Lrm, TAiL TRt!r�DETArl 0nt,1F DETEICTABLE WARNiNG DE •ETA L I VF .1 A PERMISSIBLE CONSTRUC71gN 1 K5 DOWELS, 8" LONG JOINT 4•-0' 0 12" C•C 4' � MIN. n N rt 10-1 B o• MAx MAX B TRUNCATED DOMES SEE SHEET 1 OF 4 FOR DETAILS A B' • 0`° 4',0" SACK OF CURB 12 1 MAX. 48:1 MAX:: 20: 1 SECTION A•A Z•. MIN-rI PERMISSIBLE CONSTRUCTION JOINT •SECTION B°f3 NOTE: FOR GENERA. NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1OF 4, A 4'SOUARE LANDiINC AREA OUTSIDE OF TRAVELWAY SHALL Y J 8E PROVIDED WITHIN THE MARKED :P- 0 ¢ CROSSWALK AREA. Y 0 HrV. 7/05 203"' r, .. G -12 ""E T E C T AB ` E `�^J AR i�d I N C SURFACE C E N E R AL NOTES \'IKGN#4 U`..F'A-?II/tilt (}F IHAN;:F1J'�IAItUN SPFCI't(3TF'XI ,J5 30G : K00C.010N Krfmwx 105 502 THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. ALTERATIONS 4 ?r 0 V) ==O Of TYPICAL PLACEMENT C OSSWALK TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHINGROSS CROSSWALK (WITH BUFFER STRIP) THIS OF%I,4 TO BE USED FOR CONSTiRUCTrON THAT INCORPORATES WIDER StOEWALK. LANDING (48" WIDE) REQUIRED AT TOP OF CURB RAMP: MINIMUM CURB RAMP LENGTH 8 FEET FOR NEw CONSTRUCTION, 6 FEET FOR ALTERATIONS. CG-12 DETECTABLE WARNING SURFACE TYPE A (PERPENDICULAR) APPLICATION VARGHA DEPMIMENT OF TRANSPORTATION 201,03 SOURCE: VA. DSWC 730 725 720 CLASS I RIPRAP 3.20-1 R7-8 HANDICAP PARKING Sl (12" X 18 ) RESERVED PARKING MAY BE PLACED INTERNATIONAL SYMBOL ON ONE BLANK. OF ACCESSIBILITY ADJUSTING THE REQUIRED HEIGHT IF REQUIRED TO ACCOMMODATE THE ADDITIONAL LINES j VAN ACCESSIBLE REQUIRED EFFECTIVE PENALTY $100-500 JULY 1, 1998 j TOW -AWAY ZONE A PARKING SURFACE CONCRETE WHEEL STOP (IF REQUIRED) HANDICAP PARKING SIGN DETAIL (NOT TO SCALE) ENTRANCE PROFILE 4� Z 2( ti W I Wp Wv U �U I 1 # #2" ° I ADS 24 ®0.5q j {i 1 T I SLOW --, . 3 { t I ! I { N i CJ y I �Z � � OI^ NrI j( ! 6 N # N�Nj f I 0+00 0+50 12.0' -- --- I 26.0' ® 29 JO. 0' © 27. CG-11 I . I xx STREET APPROACH SAME A RROOADWASURFACtYG AS MNNLtNE (RADIUS TO BE AS ( 3 I SHOWN ON PLANS) I C C -------� - JJ `'RADIAL OMBINA71ON (OTO AS 4r1 B CURB AND GUTTER SHOWWNN ON PLANS) (ST'D. cG-6) _ CLASS lti , a. a. • s, D °• -.,- SIDEWALK a�* (H,E.SJ , -I OPTIONAL g' CONCRETE 6• FLOW LINE Int EXPANSION JOINT I EXPANSION JOINT SECTION C-C NOTE WIDTH "B" 2'-0" ORV AS �' MAJNLINE ROADWAY SHOWN ON TYPICAL SECTION. A,4J PLAN VIEW ® CONSTRUCT GRADE CHANCES WITH A PARABOLIC CURVE �a WHEN THE ENTRANCE RADNCANNOT ACCOMMODATE c� THE TURNING PCOUIREMENTS OF ANTICIPATED HEAVY 10'PARABOIIC CURVE TRUCK TRAFFIC,. THE DEPTH FOR SIDEWALK L CURB RAMPS WITHIN THE LIMITS OF THE RAOIISHOULD BE EDGE OF SHOULDER OR FLOW 8 MAX • ^� p CHANCE ` -- INCREASED TO T". OPTIONAL LINE- _,,._.--�'� ..4LOP WHEN SVO. GO-11 IS USED FOR ENTRANCES BUILT MAINLINE ROADW IN CONJUNCTION WITH VOOT PROJECTS, PLEASE 8 % MAX. _ D NOTE THE, FQLLOW,NG+ SLOPE CHANGE - - - 5'MIN• 40•MIN.FOR STREET D 70NTi•R wINE VELwEirEXCE.PTBEi1NY05UBGR•4DE0 NNE TIN STABILIZATION REQUIRED FOR MAINLINE 0' DES'RAeI£ FOR COMMERCIA PAVEMENT WHICH CAN BE OMITTED IN ENTRANCE THE ENTRANCE. SECTION A - A ® RADIAL CURB OR COMBINATION CURB GUIDELINES FOR ;BADE CHANCE D AND R BE BEYOND'THE R/W L94EtEXCEPTT FORLCTEp REPLACEMENT PURPOSES. WHEN USED IN CONJUNCTION WITH STANDARD ENTRANCE VOLUME DESIRABLE MAXIMUM -,,, ,,.,.�.- _ CG-3 OR CG-7,THE CURB FACE ON THIS stANDAftD IS TO BE ADIusrEa TO MATCH THE _ MOUNTABLE CURB CONFIGURATION, HIGH (MORE THAN 1500 vP0> 0 % 3 % STADARD CG-12 FOR CURB RAMP DESIGN MEDIUM t500-t500 VPO) g3 k 6 %SEE TO BE USED WITH THIS STANDARD. LOW (LESS THAN 500 VPD) e 6 % B % X PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. OPTIONAL FLOWLINE MAY REOUIRE WARPING OF A POR110N OF' GUTTER TO PRECLUDE PONCING Or WATER. T 2 QF 4 SPECIFICATION REFERENCE +Ew 7/05 ( 502 203.05A METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECT?ONS AND COMMERCIAL ENTRANCES VIRGINIA. DEPARTMENT OF TRANSPORTATION REV, 7/01 263.04 3' MIN. 12: 1 12: 1 3' MIN. N CG-6 CG-6 NOTES.- " 1, H/C SPACES MAY NOT EXCEED A 27 SLOPE. 2, RAMP BUILT TO ADOT CG-12 STANDARDS. 3. WHITE STRIPING SHOULD BE 3" WIDE. 4. H/C SIGNS TO BE SET 3' BEHIND SIDEWAL K OR MOUNTED TO BUILDING IF POSSIBLE. z � N Q� U)N I N I m(:I. Q� Sediment Trap Calculations 1,4 acres x 134 cu. yds./acre = 187 cu, yds of storage required Over -excavate pond to elevation 721.5' with 3:1 slopes yields a storage volume of240 cu.yds. Place an arc of rip -rap around the outlet pip with a layer of #57's 12" thick covering the pond side for filtering. Place inlet protection around the DI-1 outlet structure. Contractor must clean the sediment trap when the bottom fills in at elevaton 722.5. I Rt-t RT_3 RI-4 3010 x 300' 12" % _"" x 2B 4 Stop Sip (ill-1) STOP signs are intended for use where traffic is required to stop. The STOP sign shall be an octagon with white message and border on a red background. The standard size shall be 30 x 30 inches. Where greater emphasis or visibility is required, a larger size is recommended. On low - volume local streets and secondary roads with low approach speeds, a 24 x 2a inch size may be used. -kt a rrluldwa)' SLOG intersection Ise: 2B-^ ,litmlementary alate (RI-3) should be mounted iust 7elo% each STOP sign. if the number of approach legs to the intersection is three or more, the numeral on the >upplementary plate shall zorrespond to the actual number of legs, or the legend ALL -WAY (RI-4) may be used. The supplementary piate shall have white letters on a red backgroun.- and shall have a standard zize of 12 x 6 inches (RI-3) or 18 x 6 inches (R' A STOP sign. 'beacon or beacons may be •ases --onjunction with a STOP Bier- a= described in section 4E4. Secondary messages shall not be used on STOP sign faces. ROADSIDE SIGN • RURAL DISTRICT 11 .Y I J = !2' z - ®.- -.._ WHOP CROSSRC, z O to W OLC C p ' to N Lh L6 C 0 %o O^ 0 M� C O $ U7 q) tL � O c O aJ M CS ti�t� ai �N1A �~ ca °7y O I 06 CAC 2lr�,O �P �OD ZO Z��QsXa 'Y .1z Q O riz ex W O O 'n QE av�vi~aZ� Z Uj Wic �W�°Ogzr �TQv O voo��N C DATE: MAY 15, 2006 SCALE: 5' / 50' FILE NO. 0172 SHEET 4 OF 6 08 865, Pc 867 f EROSION & SEDIMENT CONTROL STANDARDS EROSION & SEDIMENT ■ k s0 R. 0. W. 2�4 350 4 1 �, o J_______.__ _.____.___ _______W._� _._______.__ ._.______.,.�______._..__..__ ___._.___..___ _____._ __-- _________� ._______ __--._.._�_ _� .______ ____.__.___. v_ w_�._ .__�__._ __________ ._____.____.._ ______ _._ _.________ .__._____.__ �__.__�_._..____._____ _27.____w �___ CONTROL NARRATIVE C o 1 Permanent or temporary soil stab/llzatlon shall be applied to denuded areas within seven days after final 12 _ .rt _2 12 WA-> ER r��IAIN - � � _-.-.--- _-_...__ ""`" rode is reached on any portion of the site, Temporary soil stabilization shall be applied within seven days to 9 i P ti' -- 8 STUD -- "� _ - 71 _ denuded areas that may not be at final grade but will remain dormant for longer than 30 days. Permanent C „ _ ---- ,__..._ __ _. __ - - _ _ _ - - - - -- stabilization shall be applied to areas that are to be left dormant for more than one year, p o 0 _ ___.__ _ __ _ _-__. ____. p -S--40 ;� 2& - 264: 0{ -- - __. _.__ _ -__ __ role ion �r 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with escr sediment trapping measures. The applicant is responsible for the temporary protection and permanent This site is located in the Stonewall Industrial Parr on the south side of McGhee Road. The purpose of this C f 11 it kit n i as well as borrow areas and soil intentional/ transported from the development to place a 29,768 sf building onto the lot to be used for an office and mini -storage business, stabilizationo a so stockpiles es o site - project site. +265; �`- .� o -,.- Existing Site Conditions ,C ..__,__._..._728 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, This area is a vacant lot covered by grass. Drainage flows from the north to the south. A/I development will C� mature enough to survive and will inhibit erosion, send drainage south through existing drainge easements. � ;- 8 25- _ Adjacent Parcels o ! , i 6-4 2 7-0 64 w= i ; - 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap .D o 3 - - any land -disturbing activity and shall be made functional ? ? before upstream land disturbance take place. l p) proposes all �, � • CE , sediment shall be constructed as a first step in in a ' i C � � >, i q i ? 1 u s s / The surrounding areas are industrial lots and state roads The grading plan for this projecttp o ` J 25-7 2�61 ? developed runoff to flow to the southeast into the existing drainage easements -� i c s dams, dikes and &versions 's + E 5 Stabilization measures shall be applied to earthen structures such a d {I i 2 I I Off -Site Areas ? l i 726 immediately alter installation. , r + a -�- 5 53 6.Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area All work including topsoil stockpiling will remain on site. I 8 + 0 25- I _ 1 -' 2,1 to be served y the p or basin 6'� 24 264 _._ _ __ Soils 26 ` -- - -, _ - 2 l DD a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and i ? 26Q the trap shall only control drainage areas less than three acres. The soils types determined from the USDA's "Soils Survey of Frederick County, VA °shows Swimley (#398) j + 25 + and Oaklet Silt Loams (#328) with rock outcroppings indicating Fredick Poplimento's, These soils have �1( 4 - _ d / medium ibi ty and runoff i f 75' BRL 9 I ! b.Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than orequal erod' li 50 j , to three acres shall' be controlled by a sediment basin. The minimum storage capacity of a sediment basin + c o 26-6 m shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the Critical Erosion Areas 4 ; + c/o c/o;- ` c/o c/o , 1N�A i structural Integrity of the basin during a twenty-flve year storm of 24-hour duration. Runoff coefficients used G % j s ; ; ; in runoff calculations shall comes and to a bare earth condition or those conditions expected to exist while This area is known for Karst topography and contains limestone outcroppings and clay that shall be ti� V) dp i? ! + 3 N the sediment basin is utilized, P managed by diversion dikes with check dams and silt traps Special attention should be paid for evidence 259 I 26 cfl of any sinkholes on this site during the construction process. O ! , o 7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that r "� I ! o I are found to be eroding excessively within one year of permanent stabilization shall be provided with Erosion &Sediment Control Measures J� z� Q 1 ! t ? 5 additional slope stabilizing measures until the problem is corrected. I ! 24. All vegetative and structural erosion and sediment control practices shall be constructed and maintained c + + 8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary according to minimum standards and specifications of the handbook. `k J or permanent channel, flume or slope drain structure. r 268 f 268 Structural Practices o Ip �a. 26+ 9. Whenever water, seeps from a slope face, adequate drainage or other protection shall be provided. ( z Q o pe z i N„� 1 Install construction entrance with wash rack if required by inspector) z Q a ! + 4 5 ` Q Install culverts with inlet &outlet protection ~' o ''~ U m ( All d 7 ! z 10, All storm sewer inlets that are made operable during construction shall be protected so that p u+ Q W o 4' t - � 1 26+ ? Q / sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to Install sediment trap Q � z 4 w o R �l7 v-' "� i Install diversion dikes � o 2b5 0 remove sediment. Zt - ! i i Grade site and seed all exposed surfaces immediately upon reaching final grade � z W ¢ z ' 1 __ ? II,Before newt constructed stormwater conveyance channels or pipes are made operations,, ode uate outlet W 4 CC ` t�'y �` ~��" �'� y Y pp p q General Erosion and Sediment Control Notes (VESH Table 6-1) W � z Q Q 1, ' ,� ` ! f FF 727. 00' ! -% _ ' protection and any required temporary or permanent channel lining shall be installed in both the conveyance o p Q Z } channel and receiving channel. ~ z "' o �' Q ES-1. Unless otherwise indicated, all vegetative and .structural erosion and sediment control practices will be o o o r + $ ' o �� 12. When work in a live watercourse /s performed, precautions shall be taken to minimize encroachment, constructed and maintained according to minimum standards and specifications of the Virginia Erosion and o '� ! 26-6 26 ;' ' ! `�' DD # control sediment transport and stabilize the work area to the greatest extent possible during construction. Sediment Control Handbook and Virginia Regulations 4VAC5t?-30 Erosion and Sediment Control Regulations. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used Z ES-2. The plan approving authority must be notified one week prior to the pre -construction conference, one for these structures if armored by nonerodible cover materials. (� week prior to the commencement of land disturbing activity, and one week prior to the final inspection. ? 13, When a live watercourse must be crossed by construction vehicles more than twice in any six-month N 273 ! ES-3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. c 268 i !` y j period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. 14, All applicable federal state and local regulations pertaining to working in or crossing live watercourses ES-4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all Q o fad 9 P 9 9 9 v O I shall be met: times. z INSTALL CULVERTS N ES-5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, 4 PRIOR TO ANY SITE ! r� 15, The bed and banks of a water course shall be stabilized immediately after work in the watercourse is g 9 p ( g c v - i i ; I I i ! _____ i __._., completed but limited to, oh` site borrow or waste areas), the contractor shall submit a supplementary erosion control � c o GRADING i j ; ! plan to the owner for review and approval by the plan approving authority. 77 SSIu1N r\ ! 16. Underground utility lines shall be installed in accordance with the following standards in addition to other t%r -- 7 N j ! 2-5 j applicable criteria: ES-6. The contractor is responsible for installation of any additional erosion control measures necessary to ; v - 72 .28' ! = prevent erosion and sedimentation as determined by the plan approving authority. V 1N- 1 89 a. No more than 500 linear feet of trench may be opened at one time. l t disturbed areas are to drained i V OUT= % 17. 76 : - L� ti ES-7. All ned to approved sediment control measures at a times during land w r / b. Excavated material shall be placed on the uphill side of trenches. disturbing activities and during site development until final stabilization is achieved. Q % ON ' ■ - ~ a Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping ES-8. During dewatering operations, water will be pumped into an approved filtering device. Mt device, or both, and discharged in a manner that does not adversely affect flowing streams or off -site properly. E5-9. 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 o' SANITARY _..---- - 5 .� f d. Material used far backfilling trenches shall be properly compacted in order to minimize erosion and shall be made immediately. UTIL i T Y, &r j j O promote stabilization. ya' General Note: 'NA�,E ESMT i e. Restabilization shall be accomplished in accordance with these regulations. The Erosion & Sediment Control Inspector will retain the right to add to or modify these erosion and 00 i,1538 ? & +260 + 268 i 26-8 265 2� ''' 26-Q �' �� p 9 sediment control measures during the construction process, within reason, to ensure adequate protection to 000051,96 256 + _ f.Applicable safety regulations shall be complied with, the public and environment. 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to 112 -1. IRF 726 1�6 I �� minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is I transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads b shoveling or sweeping and transported to a ►"� 2�6 I I ? + N DD \ Y 9 p +----,..,� ` �_ �, O sediment control disposal area. Street washing shall be allowed only otter sediment is removed in this t N ST fi manner. This provision shall apply to Individual development lots as well as to larger land -disturbing activities. 250 260 260 '25_ ; DJ_ 1 18,A1/ 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 255 1 R 172.3 8� '` program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary 5 o j measures shall be permanently stabilized to prevent further erosion and sedimentation. FF - 726.33 25- Eh. '1.0 SAn+ITARY _ _ I + T 3 22 Z�jB 19. Properties and waterways downstream from development sites shall be protected from sediment Sr_ DYER, U'T/1)TY; & IP k . 4 2 1 i _ 2,� 25�- _ - . < i deposition, erosion and damage due to increases in volume, velocity and peak flow rate of storm water runoff DP411VACE rSMT __ � _,v__3_v_�___ , _ __ __.__ IP for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria: i000005 f90 _ .__. _------ __ _._.___ _._._._._ ��-�x_. _.�n'1�T_1�rY 25 _ BRL T 25 28+ . 25-� DRAINAGE ESMT 1 + 000005196 +245 OP E, ...y w Boom 22� - ' (ST- 1) SEDIMENT TRAP #1 - DRAINAGE AREA = 1.40 ACRES , pp, PF1 t TRANSFORMER Fri RIM= 72 5' ; '_._RlM- 72 1--,, Uhl- �_ MH-1 INV 723.5' l�f 723.,1 Ex. � o UTILITY a RIM= 725.0 � ,. T - RIM= 7 5. 0 EACH SEDIMENT TRAP I�1/ILL DRAIN THROUGH ARID -RAP ARC WITH A #57 STONE LINING DRAINAGE ESMr k INV= 722.5, /NV= 722.2, DB 648, PG 481 THE LEADING EDGE AS SHOWN IN THE BOTTOM FIGURE OF THE CHECK DAM DETAIL. K�Ac T RA�vsFORrvIER , 4J- (19) - 52 , LLJ a CL t1} ti _J ti o L Lij � O w U W �p W ct Cr.UJ `t Ui Z WQJ Zt C4 U I~ w a IO � SANITARY; �_.., �,� % � � BJP PROPERTIES LC �]�r � � LMAK PROPERTIES OUTLET PROTECTIONi DATE. MAY 15, 2006 R, c 71LITY, -= ( 010007052 FF= 725, 60 DB 966, PC �224 INAGE Es1aT,.� Ex 1 UTILITY ZONED.- M- l I ZONED: M- I SCALE. 1 - 20 O'000684'1 i +'DRiN,a,G'E ' `;' E-SMi _ USE: INDUSTRIAL USE: INDUSTRIAL DE31' 648, Pc 481 20' o' 20' FILE NO. 0183 2.0 ACRES 2, D ACRES i GRAPHIC SCALE SHEET 5 OF 6 CULVERT SIZE Q N 10-YR WIDTH A APRON LENGTH WIDTH B STONE AREA SY i 24 " i 1.9 cfs 6' l 6' 1 �' 6 " 21.3 stl nonnrol hnn4rl11 STANDARD CONCRETE ENCASEMENT TRENCH & BEDDING -1- 24' select backfill 6. All backfill to be compacted to 95% of ASTM D698 maximum density. 6' -M---' tiackfiil CONCRETE ARCH 24' select backfill i" I L Both joints of the fitting shall be restrained. In addition, all joints within the recommended length (L) on the large side of the reducer shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) SMALL LARGE SIDE JOINT SIDE JOINT PVC DIP b" 8" 10" 12" 6- 8" to' 12' 6" -- 40 60 60 -- 20 40 40 8" -- -- 40 60 -- -- 20 40 10' -- -- -- 40 -- -- -- 20 REDUCER 24' select backfill 1/ 1/2 O.D. 61, (r L --►-I� L �1 In addition to restraining the connection, any joint that falls within the recommended length (L) shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) PVC DIP 6' 8" to- 12" 6" 1 8" to- 12" 60 60 1 80 100 40 1 40 1 60 1 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS - 6" THRU 12" 1 OF 3 MAR 06 -2- MAR 06 Lr --�-I- Lr ---1 In addition to restraining each joint of the tee, (1) any joint that falls within the recommended length on the branch outlet (Lb) piping shall be restrained, (2) any joint that falls within the recommended length of the ran (straight through) outlets (Lr) shall be restrained. A cross shall be restrained per a tee's requirements for Lb. A wye shall be restrained per a tee's Lr and a 45' bend's L requirement. RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 6 X 6 20 20 20 20 8 X 8 20 20 20 20 8 X 6 20 20 20 20 10 X 10 20 20 20 20 10 X 8 20 20 20 20 RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb 1r Lb t0 X 6 20 20 20 20 12 X 12 20 20 20 20 12 X 10 20 20 20 20 12 X 8 20 20 20 20 12 X 6 20 20 20 20 TEE, CROSS WYE \ In addition to restraining each side of the bend, any joint that falls within \ / the recommended length on each side of the bend shall be restrained. TYPE RESTRAINED LENGTH OF PIPE (Ft) RESTRAINED LENGTH OF PIPE (Ft) FITTING PVC DIP DEGREE 6" 8" t0+ 12' 6" 8- to' 12' 90 20 20 40 40 20 20 20 40 45 20 20 20 20 20 20 20 20 22.5 20 20 20 20 20 20 20 20 11.25 20 20 20 20 20 10 20 20 HORIZONTAL BEND RESTRAINED JOINTS - 6" THRU 12" -3- 2OF3 MAR 06 ` \ R. \ trench width -; spigot by gasketed bell 45' bend r as required !!!lltl dia. scheduio 4o steel 2 ---�(I �_,,__� \ p pe filled with concrete 3 r ' and painted yellow ® Valvco, ]no valve box assembly: y finished •; i lid: Figure No. 7 markod'SEWER . \ grade 2' 'f \�K I top section: Figure No. 7826TO bottom section: Figure No. IBOB24 \'\ l;� , ,, , O� 0 I••3' minimum concrete t' 6' �`-- gasketed pipe and fittings / encasement G c („ 3' :;r�:rt�.:h^: / 8' x 4' gasketed bell wye SDR 35 solvent concrete skid pad finished �F; r• weld cap 18'dlax8"deep grade BOLLARD DETAIL property qzp line 10' �,,1 •r^ NOTE: finished 4' atone Weep tales shalt not be subject to being submerged. 0 9Md. 18" installation Is in an area having a high groundwater table, the Panella Model PA4SV-CSK (41 cast Iron Authorltys engineer shall be contacted for hydrant retooaton. O oQo � � a cap w standardgasket and rasa plugug having a countersunk square head v�v asrequired concrete pad I' 6' dia, x 8" deep location marker 36' min. cover heavy wall finished grade\ I L stone 2' min. - G max. brick base h.�? , Sr ,>i41./r\ 1 i•fi�3\ ��--.-„-..., sent" wYe -:.... •' sC tt i ,� q• © sewer main '� 45" bend `I stone to be screw type treated 2'x 4' wth top 6' 45' >� minimum of 6' adjustable painted green above top of base veNe box locator marker 4' pipe at 2.0D% sane yn minimumgrad e :.::r::::•:isi..•i.s.i.:.:•.:.:.•i.i.:.•;.:.•:r..i.i.:i..•i.:.i.•i.:.•:.:.:.•:.:.•r...i.•:.(.. :r. •ririi:•:?................... atone joint................................... ...................... , _.. resVemts ..................................... ............... ................... atone All pipe and fittings shall be SDR 26 heavy wall sewer. All pipe and f lungs shall be SDR 26 heavy wall sewer. oX r ----- median lcal oint swtvel too With 6' branch SEWER LATERAL FIRE HYDRANT ASSEMBLY FOR MAIN WITH COVER 15 FT OR LESS SEWER CLEANOUT -1 Q- APR 06 -17- MAY 06 -19- MAY 06 730 725 i I 0+00 0+50 1+00 1+50 2+00 2+50 STORM SEWER PROFILE H-1 "--50; V-1 "=5' 3+00 3+50 4+00 4+50 730 725 720 finished DOWN BEND DEPTHl4 FT. MIN. • Ld --w DOWN BEND RESTRAINED LENGTH !G Vertical offsets contain down and up bends. \ On down bends, one joint faces horizontal and the other points down. On up bends, one joint faces horizontal and the other points up. Each side of any vertical offset bend shall be restrained. In addition, any joint that falls within the recommended length on each side of the felting shall be restrained (Ld, Lu). UP BEND DEPTH UP BEND RESTRAINED LENGTH RESTRAINED LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT. MIN. 5-12 FT. 4 FT. MIN. 5-12 FT. SIZE/TYPE DEGREE OF BENDS Ld (DOWN) Lu (UP) SIZE/TYPE DEGREE Or BENDS Ld (DOWN) LU (UP) 6' P4C/01P 45, 22.5 & 11.25 20 20 f0" PVC 22.5 & 11.25 20 20 8" PVC 45 40 20 10" DIP 45, 22.5 & 11.25 20 20 8" PVC 22.5 & 11.25 20 20 12' PVC/DIP 45 40 20 B. DIP 45, 22.5 & 11.25 20 20 12" PVC 22.5 h 11.25 20 20 t0" PVC 45 40 20 i2_DIP 22.5 & 11.25 20 1 20 VERTICAL OFFSET RESTRAINED JOINTS - 6" thru 12" .4- 730 725 720 30F3 MAR 06 ■ INSTALLATION NOTES: 1. Dad location of meter box assembly to be approved prior to Installation. 2. Weber service crossing street a) Encase In 3' dlameter SCH40 PVC or SDR21 pipe. The piping shall run from one toot beyond sidewalk, across the street, to one foot beyond sidewalk. b) Install 12 gauge solid insulated copper wire (for line tracing) from corp. stop to into the meter box [wrap wire around oorp. stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box; wrap around bottom of angle ball valve; terminate with 12'tall piece]. THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE 5/8" x 3/40, 3/4" AND 1" METER INSTALLATION -7- JUN 06 � \\ PR GRgD F 9 f 4 727.00 I I 1 48" CLEAR <1 ] 1 ] f26' } 0 8 SDR21 i i 1 o i w v; LA.)�f a q I } A C-0 i Z (i I i O ] O O I O O i } 0+00 0+50 1+00 WATERLINE A PROFILE H-1 "=50 , VN 1 `5' 730 725 720 Concrete pad 18" dla. x 6' deep-1 I— finished grade 4'stone--J straw type adjustable valve box jard restraints 48' min. location marker vahre restrained atone f to main a//\\ �/\\�\/\� �:1 \�\/\ \ \��\\//\\//\ \�\\\%�/%•gyp -�r� \%/ice �iQ/\\i\i\\\` �\\. \��0 \i\�,,��pp11 �r� \l i 8"x 8'x 16' said bkx* Water —stone 14+thru 36' GATE VALVE -9- TREAT WOODEN PANELS WITH WATER SEALANT. � alxae valve box valve I restrained i to main 8k 8'x 18' solid block '� �•4i!+,yam. Forced Sewer TYPICAL 6' TALL BY 8' WIDE DOG-EARED FENCE PANEL, INSTALL ON 4 "X4'X8' TREATED POSTS SET 3' DEEP. DUMPSTER & SCREENING FENCE DETAIL N.TS 1 195' OF 8' SDR-2I J i m W ill I 121,i� 4 Co � t 1 I { �` ! i ] i '' i L N Z W i O 1 Oj00 i I � r ] ^ E 0+00 0+50 1+00 1+50 2+00 WATERLINE B PROFILE HN 1 `50' VN 1 "=5' 730 725 720 MAR 06 C.?o Q V) C O d �--�It V) m v.N O V q �Ln o fu •C: O i� C: Q) (p vl 1 A _J A U)LLI -a m yy O 04 Ln a �r 6 �` O Ct zo�Qamaz z�QzU4o�� _ Lu U4 XJ Q' �Q o Wci U V V O DATE: MAY 15, 2006 SCALE: 5' / 5Or FILE NO. 0183 SHEET 6 OF 6