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HomeMy WebLinkAbout44-06 Red Bull - Warehouse - Stonewall - Backfile (2)CONSTRUCTION NOTES 1. The contractor shall furnish all materials, labor and eguipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Mr inia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractor's responsibilit{yy The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utili{y" 1-800-552-70171. 3. 'fhe contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginningg the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractors responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. FREDREICK COUNTY SANITATION AUTHORITY 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcso-woter.com. 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b The developer/contractor must: 1. make application and pay deposit 2. mark the tap location 3. coordinate installation with the engineering -assistant. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the developer's/contractors responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a The meter box, with its frame and cover, must be properly aligned with the coppersetter. b The frame and cover shall be set to final grade. c The distance between the top of the cower and the coppersetter shall be between 18 and 21 inches. d All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. b An Application for Service must be made and fees paid before work will begin. c The Authority shall furnish and install all 5/8", 3/4 and 1" water services. d For all 1 %" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013• 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and its backflow prevention device, and/or 2) the fire service line's backflow prevention device. VIRGINIA DEPARTMENT OF TRANSPORTATION I. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the mosbtringent shall govern. 2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. J. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VOOT's Work Area Protection Manual. Furthermore, all traffic control floggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. 4. 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 utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. 5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. 6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. 7. If required by the local VDOT Residency Office, a preconstruction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VOOT prior to initiation of work. 8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VOOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. 9. 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 and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VOCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. 10. Contractor shall ensure adequate drainage is achieved and maintoined on the site during and at the end of construction. 11. All waterand sewer lines within existing or proposed VOOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. 12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of 13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VOOT representative prior to placement and fill. Where CBR testing is required, a VOOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VOOT standards and procedures. 14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 959 of theoretical maximum density as determined by AASHTO T - 99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. 15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. 1 Stonewall Magisterial D'i*stri*ct 0 Proposed Use: Commercial 16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility o1F the developer. 17. Prior to VDOT acceptance of any streets, all required street signorge, and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. 18. The developer shall provide the VDOT Residency Office with a list of all material sources ror to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. 19. Aggregate base and subbase materials shall be placed on subgra+de by means of a mechanical spreader. Density will be determined using the density control strilp in accordance with Section J04 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. 20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the dlensity control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VOOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. 21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VOOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. 22. Approval of these plans shall expire three (3) years from the date of the approval letter. 23. VDOT Standard CG -12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. 24. VOOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. LOCAL UTILITIES Frederick County Sanitation Authority P.O. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre Allegheny Power 3463 Valley Pike Winchester, Virginia 22604 (540) 722-5852 P.O.C. Cindy Laing Verizon 404 Hillandale Lane Winchester, Virginia 22602 (540) 665-3156 P.O.C. Tim Kelly Adelphia Cable 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667-0364 P.O.C. Art Coleman Shenandoah Gas P. 0. Box 2400 Winchester, Virginia (540) 869-1111 JUT Ir ? :4-. REVISED. - All -GUST fir` �F 51 ;, 0,, 0�s Patton H arris Rust & A ssociates®Pc 22604 Engineers. Surveyors. Planners. Landscape Architects. P.O.C. Tim Hackman L.ENOIR CITY COMPANY OF VIRGINIA P.O. BOX 1657 WINCHESTER, VA 22604 PH # 540-678-1110 u- 117 East Piccadilly Street, Suite 200 Winchester, MMKIRV all 540.667.2139 RESPONSIBLE NAME: CERTIFICATION: DATE: LAND DISTURBER: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. SHEET INDEX 1 COVER SHEET 2 EXISTING CONDITIOMS MAP ,3 SITE DEVELOPMENT PLAN 4 PHASE 1 GRADING AND EROSION CONTROL PLAN 5 PHASE 2 GRADING AND EROSION CONTROL PLAN 6 EROSION AND SEDIMENT CONTROL DETAILS 7 LANDSCAPING PLAN B SANITARY & STORM SEWER PROFILES g MISCELLANEOUS DETAILS 10 MISCELLANEOUS DETAILS 11 WATER LINE PROFILES & MISCELLANEOUS DETAILS FIRE LANE SPECIFICATIONS EROSION CONTROL 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public 1• Fire lanes shall be on all plans or drawings, if applicable. works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to 2. Fire lanes are to be a minimum width of 18 feet. issuance of the land disturbance permit for the subject project. 3. Fire lanes shall be designated in either of the following 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections ways: as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the A. Double yellow, six (6) inch lines with approximately approved plan, the Department of Public Works will grant approval to initiate land distu,rrbing activities. 3. Prior to release of building permits, the following items shall be competed: three (3) inches between lines shall be used to mark a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, paved areas. curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified as built of thr subdivision which contains the following items: stormwater conveyance system, curb B. Painting of curbing yellow. and gutter, drainage channels and ditches, stormwater pond., A letter from the engineer -of -record shall be included with the C. By painting of yellow hatch marks of six (6) inches in as -built which states that the subdivision has been constructed in acauidance with the approved plan. width with no more than ten(10) inches between hatches c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for on the entire area being designated as a fire lane. each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to he in accordance with the Virginia 4. Signs shall be twelve (12) by eighteen (18) inches with a Erosion Control Guidelines and local ordinances and to be utilized during tisv construction period. white background, with red two (2) inch block letters with the 5. All erosion control structures shown or as required during construction shall b6 continuously maintained wording, "NO PARKING ARE LANE Authority of fire Chief". throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days Any other color combination or wording needs to be approved when construction is not in progress. by the Fire Chief. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 5. Signs shall be posted on all comers of the fire lane, and then 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and­�ared for as necessary to provide a no further than fifty (50) feet apart along the remaining length good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. of fire lane area. Signs shall be a minimum height of seven (7) feet to the bottom of the sign and a maximum height to the top FIRE & RESCUE of sign shall be nine (9) feet. Any other height needs to be I. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. approved by the Fire Chief. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited 6. Any existing markings which will be within the fire lane their be to within 20' of fire hydrants. Fire Hydrants are not to be obstructed of any time. area after establishment shall removed so as not create confusion. 7. The fire lane shall be maintained on a regular basis to insure these lanes can be easily recognized. Maintenance include repainting on lines or curbing, replacement OWNER'S CERTIFICATE of signs, etc., as deemed necessary by your maintenance of I hereby certify that the property contained in personnel or the Fire Department. this Site Plan is with free consent and in accordance with the desires of the undersigned owners, propr proprietors After the establishment of the cited fire lanes, local and trustees, if any, law enforcement officers shall enforce these areas clear law at all times. 9. Fire lanes elsewhere on site may be required as construction develops. Date Date Date FL Frederick County Zoning Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence Date Site Plan Valid for 2 Years From Date of F.C.S.A. Approval JCERTIFICATE 21 illy Project Number:13490-2-0 Sheet Number, _® of - — 9s� 2�341-A-15 + BETTY G.WN —>20 \ + \\ ZONED: RA/ +>�,� +> \\ �/ + �� ,' II — \\\ s \\ USE: RESIDENTIAL/VACANT P I ��� O\ \��� - __- Y X X X - , \ BARBED-WIRE FENCE \ \ rWl ,�W1 kB' i1. (^Y� iYYYi�`� TREELINE j WOODLANDS ESMT. X X =_ _ \ N4 21 20 E iYYY1. (^ / 12 s . N . 62 07BDD ----- _— \ 7 478. 49 I I WOODS +, I I + / +� >� / 25' BRL -- — — -- — -- -- — _- — ".c / +> \ I ' + ---_ TREELIN / / / ,yam° �iy +\ +>is / _ - IV ' - - t TREEUNE / \ 1 \ A °9 1 TREEUNE > I +> \ \ \ / / +,ems ` ?, / \ +> 43-19 —51 s �` 9 — + + I _ ,6� ��� / ��� OAN & ASSOCIATES LTD PARTNERSHIP\� `�\N \ \\ `\ \ +>j — q\ \ \ — ZONED: M 1\\\\`\ \�5� TREELINE\ \\ \\ \ \ //I +,Jss9 \\ /'' / +'�!� +>�o I ~i USE: COMMERCIAL & INDUSTRIAL \��� \ `\ +>,� \ +,, // // \190I INST. # 03001765 ` \�\ +,,sue_720— �TREEUNE a + ! 1!`%\� —,`\ .+, 11 \,9\718—_\ I / \ +,ice- +> I // + +, j \ >> + / STOCKPILE �( X / ► r /^ ssi '�A� / `\ `\ BARBED-WIRE FENCE + INV=�15.2 RCP / + — / INV-y715.9 TREEUNE /J + / STOCKPILE + `+, \ ) / / \ \ +, \ �` / `\ +,�? > / > �� \ \\ +,ems \ \ 1-1 INV 2 + 43 -A - 6\%3(-61 > 1 ,/,`�ENOIRt'>,CITY COMPANY \\, \ \ �� N 43—A-63 _ LENOIR CITY COMPANY INV 6d l + \\ \, ZONED: M 1 STOCKPILE \ +? \ I ( V / ZONED: M 1 �\ \ \,USE. COMMERCIAL & INDbSTRIAL R1 \ \N�\ + WOODS +\ +\\ '''�\ I 29.04 AC. ''' ` t \ I l USE. VACANT 43-19-38 �� `� ''e�9 + + , +',� \\\ `\ ', ', \ +,.9s> DB: 344, PG: 235 TORN & ASSOCIATES LTD PARTNERSHIP \\ II\\ + / II + ZONED: M 1 +, USE: COMMERCIAL & INDUSTRIAL \/ LNE�+ \\ '>�, \ \\ + +>� DB: 743, PG: 1298 \ \ +>s `\ ` `� , / I +,,� \ G �\\ \ STOCKPILE \ j INV=�723.5 \\ STOCKPILES fol 0,7 ,—A 1 =72�.04 + 0\\ TRANSFORMER STOCKPILE + \\ /+ + \ / ti + 75'BRL— EE�r�------- \\�—, ---// ---- \\------- /^ \ 1-10M G.V.\ & BOX r 10 LF 10 SDR21 W/M �,, - - - - - _ J/ \ \ / / EX. 120'-6" PVC SDR35 0 0.50% / IC +, -ifs IC , J I �,� +>� 1-10"I PLUG °� \ \ +> 1-6" PLUG INV.=701.23 \ ,-9' —for--- +�� r - ` - -a- �. --_ _- - 5T 40' DRAINAGE � UTILITY ESMT.- PP - �' /'� \ 2�' WTR MAIN ESMT - — — — --�--- — — — — — — — — — EX.12 PVC R21 MAIN 11 `"-7% \ , — P-Q--1,4 -- - _ -- -- E)(.12" PVC SDR21 WTR MAIN GAS UNE so 3 `Rj4)OWNCS4OWE 60 f20 IN FEET 1 inch = 60 ft. EX. TY' 25 M.P.H. 9 �->28— P ;'28.q; „. Zi6.4 F3OT 1� 7;ti,62 43-19-1 LENOIR CITY COMPANY ZONED: M 1 USE. VACANT DB: 60 7. PG: 255 v DRIVE _ / TYSON D ' R.0* 25 M.P. I / / 1600 T.P.D. E)c1 MH RIM=714.00 �. INV.OUT=705.00 20' WATER EASEMENT' EX. 115 LF 8" D.I. CL 52 WATER MAIN 1-8" PLUG I ." I I RIM=709.50 I / INV.IN=702.70 \ ( INV.OUT=702.50 EX. 188'-8' PVC SDR35 ®1.223e 1 > EX. 400 _'-8 PAC SDR35 00.5095 7 I \ 25' SANITARY SEWER MT. �- 43—A-63 LENOIR CITY COMPANY ZONED: M 1 USE: VACANT DB: 344, PG: 235 / to z FN w w Z W J ou�z .e V) Z o � =o a -- i FM— ckf to w Z w / -ZEX. ,00'-8" PVC w CL IX. MH 5 N Q RIM= 711.70 w a 8" INV.IN=700.50 x 6' INV.IN=700.63 INV.OUT= 700.30 -� \�OQWIq J l� Q O o Oa" izpw Q0 U)Wz o T UO U)WO LLJ ) v w0 �w0w LL 0 U O 0 w00 o Uj Q. 4� U �O H Q 'V N SZ O0 H U (n N � ao 06 L a� N c �o I;Wli C co O N mvism M 0) o. w Z Q (n X Zi m CL W Ir z C� w d 3 7 m Iv L _ (n O N M 0-) > N O �I I � Q) � o 41 � (.0 o � r- c Lo O _iii LL. r—, O r O N O tD � 0 J � Lv � D LL J w LLI N In In X O z cf) O C U N Lli z0) z � = JA ri ' Q C o Q d W Q Q i 1 t ♦\ \\ ♦\`\ ♦\ ``\, \\` N CL !rye j ` t \ \� \♦` '? 1 ' 1054.75 Nr---`T----------------------------------------------------------------------------------------\i - - - - - - j---- 2,-BRL---I--------- .------ j I - 1 \ z� W tJi � I UiIf , I ---------__--•------ - �---------- �`3NI1 2i ro,� a N'' - � -`\ I I I I p 1 I , rEP,LWE i-2' ♦ kt i ' // /, 154,CA' TYP; •�\I \ 5-. Rafta I I tt I \\\�,0 tL.000O:OCO `\\ %, �zZ- Z ZQZ_ 'QZ_ pZ 6 // z ' rZ ^z- ZF /I. Z- ZF (n ) d' Q.'-¢ QQ Q d. 'Q. Q/ 4 Q .Q :I Q Q Q Q. Q .Q a I ! 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'z ;' ; z z z z0_ z�z Q d st < Q' Q iQ ¢ ' 0 .� Q . d t> `Qc _ Q Q. a o 0 0 "o 0 0 0 0 0 o b o o t; a o o Vol ,j ,n' In �' In to N � .L0 *tn / to {{(n� to v, to In ,� I \ W W� dx• dx• x '.a. �+ eN xh. \ \ / I ,• ` �Q NN° .N N N N' N NN, ,` / N C\Y CAS N aN N \ `, a \ O /i,D 2 aF n -' \\ `♦ \I 1�� , --------- .' f k�♦ ! , - I 99 a - I I t Y / co CN to I \ , /, V)r, cca�d I XlZ I I ! Culvert Summary Culvert Inv. In Inv. Out L(ft) D(in,) S(%) Type Q(des)cfs q(10)cfs v(10)fps From Cap.Chk 1 708.48 708.39 27.7 30 0.33 CPP 25.58 21.37 5.21 Str.1 o.k. 2 709.64 708.48 351.8 30 0.33 CPP 25.58 20.81 5.21 Stir. 2 o.k. 3 709.99 709.64 106.3 30 0.33 1 CPP 25.58 19.26 5.21 Str.3 o.k. 4 711.01 709.99 308.0 15 0.33 CPP 4.03 14.04 3.28 Str.4 check 4.1 711.92 711.01 277.0 15 0.33 CPP 4.03 3.55 3.28 Sir. 4.1 o.k. 6 711.34 710.49 220.0 48 0.39 CPP 96.94 73.87 7.72 Str.6 o.k, 5 710.39 710.00 93,0 48 0.42 CPP 100,99 73.87 8.04 Str.5 o.k, 7 717.00 710.00 190.0 15 3.68 RCP 13.46 0.28 10.97 Str, 7 o.k. 8 707.05 706.66 77.0 24 0.51 RCP 17.48 81.28 5.57 Str.8 check NOTE: ALL CPP TO BE GRUMPLER SMOOTHCORE OR EQUIVALENT NOTE: C-8 CONSISTS OF 5-24" RCP W/ EW-6 BOTH ENDS Storm Inlet Summary, and Sump Inlet Depth and Spread Calculation. STIR top to Cul out Sir. No. From DA Q(10)cfs Inv. In Inv. Out Inv. In. Top Elv. Type UHw1d Sx(fttft) d(ft) hw elv Spread(ft) INV (ft.) 1 1 0.56 708.48 708.48 - 716.83 DI-2C 6 0.0165 0.39 717.22 5.2 8.35 2 2 1.55 709.64 709.64 - 716.83 DI-2C 6 0.0165 0.42 717.25 7.4 7.19 3 3 5.22 709.99 709.99 - 714.15 DI-7 - 0.0185 0.28 714.43 15.1 4.16 4 4 10.50 711.01 711,01 - 713.42 DI-7 - 0.0049 0.60 714.02 122.4 2.41 4.1 4.1 3.55 711.90 711.90 - - ES-1 - - - - - - 5 5 73.87 710.49 710.39 - 717.77 MHA - _ _ _ _ 7.38 6 5 73.87 - 711.34 - - ES-1 - - - - - - 7 7 0.28 - 717.00 - - ES-1 - - - - - - 8 8 81.28 - 706.30 - - EW-6 - - - - - - M* P114I1 GI 18 ;OMPACTED SUBGRADE STANDARD PAVEMENT SECTION Not to Scale H N W Z �M R I O N -`Ui 1 t Z a N �Ic!O don O^ � � ZLO O 0 CN �- N c) INI z co )i W d w z 2 i Z 1 LLJ W0 W 0 Z � O tI N -71 ------ 8 1_/ II � I > Ooo 0 . � - 7 W ;1 `T Lo I N PROJECT SUMMARY Q \ TAX IDENTIFICATION NUMBER 43-A-63A � J EXISTING PARCEL AREA 29.04 ACRES Y o J 3 Z UjZW DEVELOPED PARCEL AREA 24.0 ACRES Q o ° W v- o W ZONING M1 0 = < ADDRESS TYSON DRIVE o tr CURRENT USE VACANT W 6 Q wo�.W PROPOSED USE DISTRIBUTION FACILITY 0 �41 v DISTURBED AREA 24 ACRES a• (0w w o 0 SETBACKS REQUIRE PROVIDED FRONT (TYSON DRIVE) 75' 75' SIDE 25' 181'+ v - REAR 25' 86'+ Q. PARKING 5' 26'+ N BUILDING HEIGHT 60' (MAX.) 41'(+/-) GROUND FLOOR AREA 300,000 SQ.FT. FUTURE EXPANSION AREA 150,000 SQ.FT. TOTAL GROUND FLOOR AREA 450,000 SQ.FT. NUMBER OF STORIES 1 "� C)- FAR ALLOWED 1 O 0 Cf) O FAR PROVIDED 0.24 N N 0) rn MINIMUM LANDSCAPED AREA 4.36 AC. (15%) C p Q - d- LANDSCAPED AREA PROVIDED 14.97 AC. (51%) Q 0 U ] C\I p PARKING REQUIRED PROVIDED o- >✓ in STANDARD SPACES (1/EMPLOYEE) 38 38 L ,� 41 cD cfl OFFICE SPACES (1/250 SQ. FT.) 6 6 *+ N a w l I HANDICAP SPACES 2 2 y C w U o 0 LOADING SPACES 8 36 _a �_ .� `n In TOTAL SPACES PROVIDED 46 46 - I- U. PARKING LANDSCAPING N PAVEMENT AREA 163,789 SO. FT. PAVEMENT TREES REQUIRED 50 0 1/2000 SQ. FT. (UP TO 100,000 SQ, FT.) a� 13 0 1/5000 SO. FT. (OVER 100,000 SQ. FT.) PAVEMENT TREES PROVIDED 63 = + INTERIOR TREES REQUIRED 5 (01/10 SP.) INTERIOR TREES PROVIDED 5 C vi TOTAL TREES REQUIRED 68 O a) TOTAL TREES PROVIDED 68 NOTES: a w 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3, ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO IBC Z AND ICC / ANSI 2003. 4,NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 6. ALL UTILITIES TO BE PLACED UNDERGROUND T HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 8, HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 9. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 10'. MAX. SIGN AREA= 100 S.F. w 10.NO OUTDOOR STORAGE PROPOSED. 11, FIRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F,D,C, THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF THE FIRE MARSHALL, 12. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND O USE GROUP S, (STORAGE) OF THE INTERNATIONAL BUILDING CODE / 2003, (2000 CODES CAN BE UTILIZED UNTIL NOV. 16, 2006 IF REQUESTED). OTHER CODE THAT APPLIES IS ICC / ANSI A117.1-03 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. PLEASE NOTE THE REQUIREMENTS IN SECTION 507 IBC FOR UNLIMITED BUILDINGS. ALL PLANS SUBMITTED FOR PERMITS SHALL BE SEALED BY A VIRGINIA DESIGN PROFESSIONAL. SPECIAL INSPECTIONS Uj UNDER CHAPTER 17 IBC IS REQUIRED ON THIS TYPE OF STRUCTURE, (SOILS, CONCRETE, STEEL ETC.). ALONG WITH EVALUATION OF THE SINKHOLE AREA WITH THE APPROPRIATE DESIGN TO CONSTRUCT. 13. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE TO A MIN. AREA OF RESCUE ON THE EXTERIOR Q OF THE BUILDING AND 50% OF ALL ENTRANCES SHALL BE ACCESSIBLE. LEGEND PROPOSED CURB & GUTTER • . . . . . . . .. PROPOSED CURB & REVERSE GUTTER . • • • • . PROPOSED STANDARD PAVED AREA (8' 21B/2" SM 12,5A) • • • •- PROPOSED HEAVY DUTY PAVED AREA(8" 218/3" BM-25.0/1.5" SM-12.5A) PROPOSED CONCRETE AREA . . . . . . . . .. , PROPOSED GRASS AREA . . . . . . . . .. PROPOSED EASEMENT AREA . . . . . . . . .. - - ZONING BOUNDARY • • • • • • • • • • • • . ZB UTILITY PEDESTALS . . . . . . . . . .. 0 0 EXISTING STORM DRAINAGE & STRUCTURE • . . ._, PROPOSED STORM DRAINAGE & STRUCTURE • • PROPOSED WATER MAIN • . • ' . . . . . . .. -- I W! EXISTING WATER MAIN ° PROPOSED nRE HYDRANT- . ' • . .. T PROPOSED GATE VALVE & BOX . . . . . . . . . . wo -- fxISRNG SAN. SEWER AND MANHOLE---0----+W.S.I p PROPOSED SAN. SEWER AND MANHOLE PROPOSED UNDERGROUND ELECTRIC SERVICE . • • • • E 0 PROPOSED UNDERGROUND TELEPHONE SERVICE • • • • • T PROPOSED GAS SERVICE • • • • • • • • G Z LC) LO N O t- n II CL W r\ " 1.5" SM 12.5A 3" BM25.0 - 8" VDOT 218 WELL COMPACTED SUBGRADE HEAVY PAVEMENT SECTION Not to Scale LA NBS RE011.111111REMENM3 3 Fire Lane markings and signage is required at all fire hydrants, fire department connections, curbing not delineated as parking, and all normal and emergency CO access points to the structure. The contractor shall coordinate with the Fire to CD Marshall to ensure these requirements are satisfied, o N CV Q TRIP GENERATION C) CD C) ITE, 6TM EDITION ESTIMATES c6 THIS SITE AT FULL DEVELOPMENT c:73 WOULD GENERATE 195 T.P.D. USE CODE: 1W � 03 V) w U GRAPH/CSCW,F W 0 0 60 30 0 60 120 0 0 Z O z o w IN FEET) o0 ¢ V 1 Inch = 60 ft CK ct:: w CONCRETEA. 4' STONE BASE MPOSO SM:sir ; W W Z WW CL o.• Z 0 0 LLJ w w 0 5 w W I F_ F- U w 0 z 0 CIO J .j D M 0 Uj X w w ;l O (n z O a U U � 0 7 N � 00 LLJ Of JA 0 U L� LEGE11� D(ISX STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE k STRUCTURE _ -_ -.- -- ----- - PROPOSED CURT & GUTiFR . . . . .. DRAINAGE- FLOW . - • . . . . . .. EXISTING .GRADE: . . . . . . . . - PROPOSED GRADE . . . . . . PROPOSED EASEMENT AREA - - PROPOSED SILT. ENCE . . . . . . .. SF sF��—j, INLET PROTECTION . . . . . . (P IP 1'/ij LIMITS OF DISK RBANGE . . . . . . .. DRAINAGE- DMDE . . . . . . . . .. m - mm-r, COSTIMON ENTRANCE • • . . . . .. j N4421'20"E Permanent Stabilization: NI disturbed areas not paved shall receive a / _ LOD min. 6 in. topsoil and be seeded as follows: — _ --� — — _ ®.� •� I \ \ 200 Ibs Tall Fescue per ac. / �- ®— ®� `" ` - 12 lb. Annual Rye per oc. o��V ®® \ 25 BRL I —j--- — — — — — — — — — — — — 1000 lbs. 10-20-20 Fertilizer per ac. 2 tons agricultural limestone per ac _60- 2 tons straw mulch per ac. Permanent seeding will occur as the final phase of construction Temporary Stabilization: Seeding to stabilize areas left denuded for more than 7 days, but not yet at final grade shall be as follows: \ _ 60 Ibs German Fillet per ac. (Ploy through September) 60 lb. Annual Rye per ac. (October through April) 450 Ibs, 10-20-20 Fertilizer per cc. LOD \ 2 tons agricultural limestone per oc \ / 2 tons straw mulch per oc. Seeded areas to be watered and cared for as necessary to provide grass emergence. I______—__ —720 17.5' CONCRETE DITCH SECTION DITCH 1 AND ROAD SIDE DITCH L LINING L r• B -; STANDARD DITCH SECTION (DITCH 2) DITCH Base B Q 10 Depth, D Lining, L Lining Depth, d 1 5 2.5' CONCRETE 2.5' 2 0 1.0' EC-2 0.8' ROAD SIDE DITCH 5 2.5' CONCRETE 2.5' Phase 1 Storm Inlet Summary STIR top to Cul out Str. No. Inv. In Inv. Out Top Elv. Type Throat INV (ft.) 7 - 717.00 - ES-1 - 6 -- 711.34 ES-1 -- - 5 710.49 710.39 1 717.77 MHA - 7.38 Phase 1 Culvert Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 7 717.00 710.00 190.0 15 3.68 RCP 6 711.34 710.49 220.0 48 0.39 CPP 5 710.39 710.00 93.0 48 0.42 UP NOTE ALL CPP IS TO BE GRUMPLER SMOOTHCORE OR EQUIVALTENT. _j 7RE4 iwvT OF SINKHGILEs 7H£ SINKHOLE SHALL BE CLEANED CF LOOSE SOIL, SOT ROCK AND M/SM.LANEOUS DEBRIS 70 7HE THROAT OF EAai .5J'NKHQLE. THE E(CA VA770N SHALL EXTEND AWAY FROM THE CENTER OF EACH HOLE; AS NECESSi4RY, 70 REMOW ALL LOO:W SO&Sv )NE THROAT OF THE SINKHOLE SIYALL THEN BE aEANED our 5upy 7HAT THE saunOW CAWTY AND SURROUNDING ROX IS &POSED. A7RAGWHOIE NULL LIKELY BE R£OU/RED 70 PE14RO)RM 7H£ EXCA VA7JOW NOW UPON CONPL£7/ON OF 7HE SINKHOLE EXC4VA77ON-S 7HE SINKHOLE SHALL BE BACKRUED WIH A REVERSE GRADED fXTER. 7HE f7L7ER SJ'ULL Co isr OF PL4QEA/ENT OF LARGlR STONE OR BOULDERS W7HIN 7HE 7HROAT OF 7HE SyNKHOLE: THE DIAME7ER OF 7HE STAVE O4 BOULDERS SMALL BE AT LEAST ME -HALF 7H£ 01AME7ER OF THE THROAT OF THE SINKHOLE: IF THE /MMEDIA7F THROAT CAN NOT BE FULLY EXPGSED OR IF A SZOVIf7CANILY LARGE THROAT IS £NCtVN7FRED, LARGE BOULDERS COUB/NED W7H POSSIBLE LEAN CONCRE7F MAY BE REOUIRED /N THE 80rrom OF 7HE EXCAVA77OV 70 SERW AS A VERY LARGE COWGN WDU7F OtF- RESIRA/NT MAIM?UAL 7HE ON SITE GE07FaINKCAL IN99EC70R SHALL SPECIFY 7HE MEASURES UPON INS REC7A'O1V OF THE' OPENED THROAT. AF7D4 PLA05W5DVT OF THE LARGER STOVE OR BOULDERS; THE f7L7ER -WALL CONSIST OEF- SEOUElV77ALLY-WALLER GRADED S70NE, SUCH AS VARIABLE SX2W TRIP RAP, F 1LLON£D BY SVRQE- S7GWE. A NON-NVVFN GE07EXALE FABRIC (AMOCO 4557) SHALL BE PLACED PRIOR 70 PLACEWDVT OF THE-WALLER GRADE S7 WE AND IT SMaILD EXTEND UPWARD ALOWG 7HE EXCA VA AOW AREA. Af7FR 7HE f7L 7ER FABRIC HAS BEEN COI/PLETEZY MRAPPED AROUND 7HE-WALLER GRADE S7OME; 7HE D(CAVA7ED AREA _WALL 7HEN BE BAQKRUED AND CANPACMD NWTH LOW P£RMEABLITY SOIL f7NE GRAINED SCkS EYCAVA7FD fROW 7HE SNKHOILE AREA CAN BE REUSED FEW 7HE 8Aaff7LL MATERIAL A MINIMUM OF 711#0 (2) FEET OF COMPA07ED SOUL &MOULD BE PLACED OVER THE GRADES? f7L7ER AREA. UPCW CCM/PaNaV OF THE BACYCf7LL OPE7RA7JONSs 7HE SURFACE SHALL BE COVERED W2H A MINIMUM OF SIX (8) hVOYES OF 7 WSOIL, AND GRADED S ai THAT 7HE WATER N EL FLOW AWAY FROM 7HESE AREAS ON SRE am Nunn ALL SOL Fit NOOK S WI BE COIWS to 05 OF U1601@OORIr Mi1T411M1 W( DMff taF AS DUD W 1W1E SW F IE U ASIV D NO 9 3 OPTiiMI B10lS1iX EX. GR011l� PROP. K _>! SOIL REVERSE WADED FTN-lER VUH GROUP OR LEAN COR(FETE CARBONATE ROC( SOLUTION FEATURE REPAIR CRA) 0H/CSCALE 50 25 O 50 100 ( /N FEET ) 1 inch = 50 ft. i / LOD 1 --OD- 9 � \ 130 43—A-63/� \\ I \ `' Go \�ENOIR CITY COMPANY � `\ \ \ � "A N 43 —A — 63 \\ ZONED: M I\\ \''sue ` LENOIR CITY COMPA \` USE: COMMERCIAL & IND TRIAL ' 1 DITCH 2 ,r ZONED: M1 2 9.0 4 AC. ''A\ ! ! \ I �, / USE: VACANT DB: 3441 PG: 235 I � 1 / \\ \\ \\ SINKHOLE \ \ ! o 14 IPFO J SEDIMENT BASIN �+713 i � e "•.16� /' / // I 'sue — Q 'S' / o TRAP 1�� \ NO"Zf a"' �0 �0 13 O ! I \ SFi SF=- SF —SF SF S -S�SF S�-iSY�S� —SF S�S SFSF---SF--SF -- 4 IV 1 /V�m \009;y -- gap 100 r v awn am ,- LOD ROAD/ SIDE DITCH J/ A v vi a 4_1 U .Q) N +' d � Rj Q -- .� a, O U) O N �N N ro rn N Q� °jcV o i CD � CO +, cfl o Q) I I Cn C- L.Li -C O O d � 7 r, � LO 0 U. Ui •y O L L a) U) c O� .W a) t� Q' a LI 0. WO W W O N0 U � Z W 0 Of CL W w —J V J � Z C s Q � U � Q Y LLJ O E 0 F- U Ld CL cn o � N w F- � h 0 Q o co O w r' V) + N LL o z CL J `- O w O � Li o Q U) W co Cnn N a N LU Z0 < o N < U s � CZ.� Z � Y C; Z / .-- Z L.LI 0 (h � _ U J A L� r• m 77 3 a c co 0 U Q f� C_ O O O 0 a z C a) a T N O T T C) C1 N T 00 3 a N a e- c 0 C U Q. Rt c LL.I O O O �h CL 1 I) c L TACKWELD ALL AROU #6 X 12" SPACER E (TYPICAL) BERM TOP ELEV. = B �� EMERGENCY OVERFLOW ELEV. = A R MERGENCY OVERFLOW WEIR NOT TO SCALE 3 „ �1 Q H #5 Bar E. F. )00 psi Concrete Illar 12" thick L oncrete Cradle Roughen surface to ensure bond to anti -seep collar Q ANTI -SEEP COLLAR DETAIL not to scale ANTI-- VORTEX DEVICE DESIGN PRESSURE RELIEF HOLES 1/2" DIA. A O O TOP STIFFENER (IF REQUIRED) IS`X__x_ANGLE WELDED TO TOP AND ORIENTED PER- ^ PENDI U PLAN VIEW D 21 tT BAR SIZE BAR MIN.) RISER DIAMETER SECTION A -A ISOMETRIC C LAR TO CORRUGATIONS. TOP IS -GAGE CORRUGATED METAL OR 1/8" STEEL PLATE. PRESSURE RELIEF HOLES MAY BE OMMITTED, IF ENDS OF CORRUGATIONS ARE LEFT FULLY OPEN WHEN THE TOP IS ATTACHED. CYLINDER IS GAGE CORRUGATED METAL PIPE OR FABRICATED FROM 1/8" STEEL PLATE. NOTES: 1. THE CYLINDER MUST BE FIRMLY FASTENED TO THE TOP OF THE RISER. 2. SUPPORT BARS ARE WELDED TO THE TOP OF THE RISER OR ATTACHED BY STRAPS BOLTED TO TOP OF RISER. CONCENTRIC TRASH RACK AND ANTI -VORTEX DEVICE DESIGN TABLE Riser Cylinder Minimum Tap Diam., Height, Minimum Size vy Diameter, Thickness, niches Support Bar Thickness Stiffener inches gage. 12 18 16 6 #6 Rebar or 11A x 16 ga. - 11A x 3/16 angle (F&C) 15 21 16 7 18 27 16 8- 21 30 16 .11 16 ga.(C), 14 - ga•(F) 24 36 16 13 » _ 27 42 16 15 - 36 54 14 17 #8 Rebar 14 ga.(C), 12 - ga.(F) 42 60 16 19 48 72 16 21 11/V pipe or 1'A x 14 ga.(C), 10 - 11/4 x •A angle ga.(F) 54 78 16 25- 60 90 14 29 11A" pipe or 11A x 12 ga.(C), 8 - 11A x % angle ga.(F) 66 96 14 33 2"pipe or2x2x 12 ga.(C), 8 2x2x1/4 3/16 angle P-(F) angle w/stiffener 72 102 14 36 " „ „ 21/it x 21A x 1/4 angle 78 114 14 39 21/g" pipe or 2 x 2 x " 1/4 angle 84 120 12 42 21A"pipe or21Ax 21Ax21Ax 21/2 x 1/4 angle 5/16 angle Note,: The criterion for sizing the cylinder is that the area between the inside of the cylinder and the outside of the riser is equal to or greater than the area inside the riser. Therefore, the above table is invalid for use with concrete pipe risers. Note2: Corrugation for 12"-36" pipe measures 2W x %"; for 42" -84" the corrugation measures 5" x 1" or 8" x 1". Note3: C - corrugated; F - flat. Source: Adapted from USDA-SCS and Carl M. Henshaw Drainage Products Information. TEMPORARY SEDIMENT BASIN BASIN EMERGENCY OVERFLOW ELEV - A 713.30 TOP OF EMBANKMENT - B 714,50 TOP OF EMBANKMENT WIDTH (MINIMUM) (FT) - B1 8 OUTSIDE EMBANKMENT SIDE SLOPE (FEET HORIZONTAL TO 1 VERTICAL) - B2 3 INSIDE EMBANKMENT SIDE SLOPE (FEET HORIZONTAL TO I VERTICAL) - B3 3 RIP RAP VOLUME CL Al (C.Y.) - C NONE DISCHARGE PIPE DIAMETER (IN) - D 18 DISCHARGE PIPE INV. OUT - E 710.0 DISCHARGE PIPE LENGTH (FT) - F 185 DISCHARGE PIPE SLOPE (%) - G 0.27% DISCHARGE PIPE INV. IN - H 710.5 DISCHARGE PIPE TYPE - H2 CMP OUTLET STRUCTURE TYPE - I 6.0' Dia. CMP SP OUTLET STRUCTURE TOP - J 712.30 TWO YEAR STORM ELEV - M 712.51 TEN YEAR STORM ELEV - N 713.25 25 YEAR STORM ELEV - 0 713.47 CLAY CORE TOP - P 713.30 ANTI -SEEP COLLAR DIMENSION (IN) - Q NONE EMERGENCY OVERFLOW WEIR LENGTH (FT) - R 18 TEMPORARY PVC STUB INVERT ELEV: S 711.70 TEMPORARY PVC STUB DIAM (IN) - T 10.0 TRASH RACK (TR) REQUIRED YES / NO NO DEBRIS CAGE REQUIRED YES / NO NO ANTI VORTEX DEVICE REQUIRED YES / NO YES BARREL LENGTH IN SATURATED ZONE (FEET) - Ls 19 DESIGN FLOW IN IN EMERGENCY SPILLWAY (CFS) 4 @ 25-YR OUTLET PROTECTION Q10 (cis) NA WIDTH (FT) TO PVD DITCH LENGTH (FT) TO PVD DITCH RIPRAP VDOT CLASS NA DEPTH (IN) NA CONSTRUCTION OF .,A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. Jill FLOW II 4 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. FLON EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC II` WIRE 4. BACKFILL AND COMPACT THE EXCAVATED SOIL SIDE ELEVATION GROUIC 8WASHRACK I F- O PTIMINAL) 12' NIN. • 11=i1=1i• ��,t)i,1)i,lri,l�i,/•,ri,T�'Ifi'l�i,ri,l�i,lfi,� RM­ SOURCE: AMM from SECTION B-B L„fLLR N/WC ft DSWC Plate 302-1 EMBANKMENT SIDE SLOPE HORIZONTAL (82) TO I SILT FENCE CULVERT INLET PROTECTION DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW OPTIONAL STONE COMBINATION 1.0• , t FLOW *VDOT 03. #357. /s. +3e oR ow TO REPLACE SILT FENCE IN ' HORSESHOE ' WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from VDOT Standard SMeh aril Va, DSWC AN 1� trim TIL j11q�iA4:f,i•,4�t]f{� 40* ra�+�T�,,�%irisrti'`aryr��lj'.���!►4�i1�` �:ttt�. t;ri■P„►��►wArri�,i Mr.j�jK•�eM#t�!!i• OVERFLOW RUNOFF WATER WITH SEDIMENT 1 RIPRAP T a•T, SEDIMEHr SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. • GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. EMBANKMENT SIDE SLOPE 1 VERTIC, PLATE. 3.08-1 Q 'z w satyr• wept our aTm say r WIDTH OF TOP OF EMBANKMENT (B 1) TOP OF EMBA MENT ELEV. (B) EMERGENCY OVERFLOW R01 DED ELEV (A) VERTICAL ---I4----- ZL V.D.O.T CLASS Al RIPRAP (C) IL ' / Ile o 0�Gi i S� Pti C Pp1 E ..° ,,�NCTM C O�CRE V�IyGiN " X ® CLAY RE TOP AT ELEVOV _ (P NG DISCHARGE PIPE INVERT IN = H GRP D_ S w i� r` z SEDIMENT BASIN OUTLET DETAIL FOR BASIN DIVERSIONS smvoc v.. DSWC Plate 8"_1 GRAVEL CURB INLET SBDIJ[�NT FILTER ell - GRAVEL FILTER12-4 a son 14 1 SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB RUM WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LUMY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. • GRAVEL SHALL BE VDOT #3, #357 OR 6 COARSE AGGREGATE. 3CE: VA. DSWC PLATE 3.07- TIOt f0 scale EMBANKMENT SIDE SLOPE HORIZONTAL (83) TO 1 VERTICAL EMBANKMENT SIDE SLOPE 1 VERTICAL STRUCTURE TYPE = (1) TOP= (J) PROVIDE ANTI VORTEX DEVICE IF REQ D ACCESS TO STAND PIPE IS THROUGH TOP OF STRUCTURE 25 YEAR WATER SURFACE ELEV. = (0) 10 YEAR WATER SURFACE ELEV. = (N) 2 YEAR WATER SURFACE ELEV. = (M) TEMPORARY STUB DIA (I) M7H INVERT AT ELEVA77ON (S) DEWA TERING DEVICE REMOVE AND PLUG FOLLOWING SITE STABILIZATION. PROVIDE CONCRETE AN71FLOTA71ON BASE AS REQD �`---8 FEET DIAMETER X 1.5 FTFET THICK STAND PIPE TO EXTEND 0.5 FEET INTO BASE IIl,� EMBANKMENT TO BE PLACED AND COMPACTED IN 8" LIFTS NO TOPSOIL, ORGANICS, OR STONES GREATER THAN 6" DIAMETER SHALL BE USED. MATERIAL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AT PLUS OR MINUS 2% OPTIMUM MOISTURE CLAY CORE TO EXTEND 5 FEET BEYOND ENDS OF EMBANKMENT, AND 2 FEET BELOW EXISTING GRADE THE TOP OF THE CORE SHALL BE AT ELEV. = (P) . DEPTH OF CORE TRENCH IS GENERAL, ACTUAL REQUIRED DEPTH SHOULD BE DETERMINED BY SOILS SPECIALIST AT THE TIME OF CONSTRUCTION. MAXIMUM SIDE SLOPE IS 1: 1. CLAY CORE MATERIAL SHALL MEET THE FOLLOWING' UNIFIED CLASSIFICATION: SM, SC, ML, MH, CL OR CH. PAR71CAL SIZE: 957. PASSING 1/2" SIEVE. STRUCTURE PLAN NAME TRAP 1 TRAP 2 SEDIMENT TRAP TYPE Trap Trap OUTLET LENGTH, A (FEET) 12 12 TOP BERM WIDTH, W (FEET) 9 10 RIP RAP TOP WIDTH, B (FEET) 16 13 HEIGHT TO OUTLET BOTTOM, Ho (FEET) 3 1 HEIGHT OF BERM, H (FEET) 4 2 BERM TOP ELEVATION, C (FEET) 713.2 713.E OUTLET ELEVATION, D (FEET) 712.2 712.6 WET STORAGE TOP ELEVATION, E (FEET) 711.8 712.3 BOTTOM ELEVATION, F (FEET) 711.0 712.0 a4� U 4b(D O � <L .,-, .� N N 0- -+ - O C) V) 0 N U TN N -0 N � rn Q 0 > N O --I 0 I I 06 CL CD � 41 4% CO cU (n U) I I y c w C- o O 1� c U) Ce LL U) O L N >` (� O .W QD 4, C: O Q, aW w J H H b (D Q o 3 z + N O o 0 = J Ln O W w - Ito 0 :DQ U (n 0 V) 0 W 0 C N U U o 7) - Q� N LY o 6 Z z Z Y Z O vq Q Li � z Li � _ 0 0 U 1Z.- N Q V) C c0 s M f0 LL 0� 0 0 v 0 d 2 l Q EX. TYSON DRIVE 25 M.P.H. 80' R.O.W. •h lWplllJa'1f:1 �: ,lr I O 1 2 ' ' V y V , TYSON DRIVE EXTENSION 25 M.P.H. (1600 T.P.D.) I 542 25'46"W 879.83' 80' R.O.W. ". Prune codominant leaders Prune rubbing or cross branches DO NOT stake or wrap trunk unless necessary Remove all tags and labels DO NOT prune terminal leader or branch tips Prune narrow crotch angles and water spouts Prune broken branches w ` • • V " Prune suckers Cut away all balling ropes 2"-3" mulch kept away from trunk Remove top of wire basket Widen and score hole wo8 :t^ Remove container and cut circling Leave solid soil pedestal — do roots if container —grown, or as much not dig deeper than ball depth burlap as possible if field grown Dig hole 2-3 times root ball width TREE PLANTER DETAIL no scale Sod well to contain water UNAMENDED backfill soil Qa:.. ; Partially backfill, water to p : settle soil, finish backfilling Area for water drainage PLANTING SCHEDULE BOTANICAL COMMON NAME SIZE SPACING QUANTITY IV QUERCUS PALUSTRIS PIN OAK 2' CAL 0 6' HIGH ASSHOWN 34 I GLE (W TRIACA THOSIN9Z THORNLESS HONEY LOCUST 2' CAL 0 6' HIGH AS SHOWN 34 SEEDING REQUIREMENTS AFL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM 6 OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SQ. FT. 1 LB. ANNUAL RYE PER 1,000 SQ. FT. 70-120 LBS. MULCH PER 1,000 SQ. FT. FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A MINIMUM LIME STALL BE APPLIED AT 70-120 LBS, PER 1,000 SQ. FT. MAINTENANCE OF LANDSCAPE NOTE: ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER, ALL PLANTINGS SHALL CONFORM W/ 165-36B OF FREDERICK CO. ZONING ORDINANCE. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. OAAPH/CS04LE 50 25 0 50 100 ( 1N FEET ) ' inch = 50 ft. w _1 V w O CK a_ z w 0 U Z O o � c� U a W w 5 w Of: MR CL U .O N Rt Q 'v a) Q O U) U (n N Q p ri N C n N Z O L � O �C_ o. w 41 a� V)a N 0 ¢ N O 0 U I I n- L Ld c in o O u. bg 9z G U U �8 O F rh r f_ O CV LO O 7 w �— U) Cf) z V z Q w Y 0 O w Z Ofz 0 0 V 0 z J O O (C-4 O N op Z � w J r r aL rL U) v c 0 s Q n m c LL 0 0 0 0 cl a. z i ai c Q co ®i c0 0 0 Q v r o a CL .D C (0 i Q (6 C LL) C3 (D C) mot' 0 a 2 �1 tT C cc-1z PERMISSIBLE A CONSTRUCTION EI t►5 DOWELS, 8" LONG JOINT -t % 0 12' C C B TRUNCATED 001ME5 SEE SHEET 1OF 4 FOR DETAILS A TYPICAL DESIGN 8 D 4 0 BACK OF CURB I(� 12�1 MAX. `48.1MAX. 20: 1 SECTION A -A _ MA 4' � PERMWSSBLE CONSTRUCTION ! JOYNT 4' 10:1 MAX) SECTION B-B 70:1 MAX NNOTEt FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, ALTERATIONS SEE SHEET 1 OF 4, A 4' SOUARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL THEPMA E,DD wlrHrJ ) CROSSWALK AREA. 3 Y �0 3 �Q In w CROSSWALK OSSW �K U (I C (1 K TYPICAL PLACEMENT OSSWAI'K TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIOEWALK. LANDING (48" WOE) REQUIRED AT TOP OF CURB RAMP. M I MANNA CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. SHEET 2 OF 4 CC-12 DETECTABLE WARNING SURFACE 105 TYPE A (PERPENDICULAR) APPLICATION NEW 7/05 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.OSA CC-tt I I (tit STREET APPROACH SANE r A" I SURFACING AS MAIILINIF CRAOIUS TO BE AS ( I ROADWAY SHOWN ON PLANS? C (,' __._.._.-.,_� - t � MADIUS TO BE AS / RADIAL CURB AND T SHOWN ON PLANS) CUTTE �G-B) SIDEWALK CLASS A3 .:. •• • 6" OPTIONAL CONCRETE FLOW LINE �--�,-...-.--•�-`•"""-"`'" EXPANSION JOINT EXPANSION JOINT SECTION C-C NOTE, WIDTH `B- 2'-0" OR AS I 4►P MAINLINE ROADWAY SHOWN ON TYPICAL SECTION. A PLAN VIEW ® CONSTRUCT CRAM CHANGES WITH A PARABOLIC CURVE. et)>, WHEN THE ENTRANCE RADI CANNDT ACCOMMODATE °O+ THE TURNING REOIAREKNTS OF ANTICIPATED HEAVY 10'PARApOLIC CURVE TRUCK TRAFFIC THE DEPTH FOR SIDEWALK I CURB RAMPS f7- LIMITS OF THE RAGAS►IOULD BE EDGE OF SHOULDER OR E MAX. CHANGE NCREASEDT TO OPTIONAL FLOW LINE sTg.cc-mis USED T BUILTES WW.NE ROADWAY "� "•^• -- -" -- --. N ONAt 70M VAIN VOON PRO.ECT�PLEASE S ��' '"""�- DNyO/�pTE� TIC FOLLOWNC+ 5'WWL SLOz 40'Mr4.FOR STREET '""'�• D TO TINE RP/A ENTINEtSHELT �SSTRUCTE ADE 27 DEENTROR STABILIZATION REQUIRED FOR MAINLINE CAN BE OMITTED IN ANCE THE EENTRTANWHICH CE.) SECTION A - A RADIAL CURB OR COMBINATION CURB GUIDELINES FOR GRADE CHANGE D AND GUTTER MILWBE CONSTRUCTED BEYOND THE R/w LINE EXCEPT FOR REPLACEMENT PURPOSES. WHEN USEDINCONJUNNCCTIION/WITH STANDARD ENTRANCE VOLUME DESIRABLE 4A7fIMlAM S AW�ARDCH$•7TrOT�BE NMJ A TOWTCH THE MOUNTABLE CURB CONFIpURATIaN, ({CFI (MORE THAN 900 YPD) D X 3 % KOM 4500-t500 VPDI S3 % 6 % SEE STANDARD CC"12 FOR CURB RAMP OEStp4 TO BE I= WITH THIS STANDARD. LOW (LESS THAN 500 VPD) 9 A i B % X K94 XTIMAE WHEW A FLOWjO O l�v0t CCEE. ACROSS�{THE ENTRANCE. DRAINAGE ACROSS PORTTH/N or gATTERMTo PRECLUDE OF WATER F T10H METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS S02 AND COMMERCIAL. ENTRANCES REV. 7'0t VLRCINNA DEPARTMENT OF IR44SPORTATION 203.04 NOTES a-7.7At78 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. B 1 _ B 2. THE "14" DI ENSION SHOWN ON THE STANDARDS ADD SPECIFIED ON THE PLANS WILL BE i MEASURED FROM THE INVERT OF THE OUTFALL _._•�._._. _ PPE TO THE TOP OF THE STRUCTURE. PLAN "If' 011104SIONS ARE APPROXIMATE ONLY ------ FOR ESTIMATING PURPOSES AND THE ACTUAL ------- - I - DIMENSIONS SHALL BE DETERMINED BY THE t CONTRACTOR FROM FIELD CONDITIONS. MAXIMUM DEPTH (HO TO BE 12'-8. PLAN 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS (COVER REMOVED) A•4'-4" (12" - 3G' PIPE) (COVER REMOVED) TO BE SHIED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING 40 PLACING ALL IY 9.3'-' (12" - 36" PRE) TiROtIT MATERIALS INCIDENTAL TO THE SHAPING IS TO BE A-4'-10" (42" PPE) 8-3'-6" (42" PIPE) CONCRETE COVER INCLUDED IN THE BD PRICEN FOR THE STRUCTURE" (FOR DETAILS SEE 4. N THE EVENT THE INVERT OF THE OUTFALL CONCRETE COVER • (FOR DETAILS SEE SHEET 2 OF 3) PPE IS HIGI-ER THAN THE BOTTOM OF THE SHEET 2 OF 3) AGGREGATE. SEE NOTE7. STRUCTURE TFE INVERT OF THE STRUCTURE SHALL BE SIWIPED WITH CEMENT MORTAR TO AGGREGATE. SEE NOTE? PREVENT STNIDNG OR PONDNG OF WATER IN THE STRUCTURE. THE COST OF FURNISHING WEEP IDLE. w �N�tt ! WEEP HOLE,AND PLACING ALL MATERIALS INCIDENTAL TO SEE NOTE 8. I SEE NOTE S. THE SHAPING IS TO BE INCLUDED IN THE 80 > j PRICE FOR THE STRUCTURE- I LIFT HOLES STEPS. SEE NOTE 5. > 5. 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-D" OR TREATER. FOR DETAILS SEE STANDARD ST-1. 6. REINFORCED CONCRETE FOOTING MAY BE cer_a j PRECAST OR CAST -IN -PLACE. TWO LFTING t 1 X i b i X HOOKS OF FABRICATORS DESIGN TO BE tee ! PROVIDED IN PRECAST FOOTING I 1 7. 4- DEPTH AGGREGATE II68,178,OR Ma X BWIDTH. • ::•";:•.: •A •. S. 3" DIAMETER WEEP HOLE WITH 12"X12" PLASTIC SEE NOTE 4• HARDWARE CLOTH 1/4- MESH OR GALVANIZED SECTION -A SECTION B-B STEEL WIRE. MINIMUM WIRE DIAMETER 0,03" HARDWARE CAST IN PLACE FIRMLYRTo THE OUTSIDE � FOR USE WITH 12" TO 42" PIPESPRECAST RECOMMENDED MINIMUM HEIGHT CHART PPE SIZE H DIMENSION CONC. ICORR.1ETA.' 12" 2. 6" 2'-5" xS" 2'-9'/4" 2'-8" 18" 3'-Of2" 2*-Tr* 2T• 3'-3)'4" Y-2" 24' 3'-7" 27- 3'-i0P/i' S-8" 30" 4'-4/i" 33" 4'-43'4' 36'• 4'-B" 42- svEanstlnlN pLTUE11� 241 503 NOTES (CONT.) 9. THE TYPE OF INLET (PRECAST OR CAST IN PLACE). CONSTRUCTED. BE DETAILED HEREON.O BETHE AT CK CTTED.WLL 15- DI•? -------- NtD GUTTER 10. FOR DETAILS OF CONCRETE COVER. COLLAR AND DI-7A------- SN= GUTTER WHEN DROP INLET GRATE AND THE METHOD OF PLACING APPROACH IS ON A GRADE, CUTTER SEE SHEET 2 Of 3. 01-7B------ DOUBLE GUTTER WHEN DROP INLET TL .CAST -IN PLACE CONCRETE IS TO BE CLASS A3 1S N A SAG BETWEEN TWO GRADES. (3000 PSI), PRECAST CONCRETE IS TO BE 4000 PSL 16. FOR DETAILS OF PRECAST DI-7 NOT SHOWN HEREON SEE PRECAST UNIT ASSEM13L.Y DIAGRAM.PAGE 103.01 12. CONCRETE DUMMIESMMITITE S SHOWN ARE FOR INDICATED FOR PRECAST GENERA NOTES, PAGE H13.02 AND FOR DEPTH! OQ WITHOUT PIPES. THE Ot1NT APPLICABLE PRECAST BASE. RISER AND TOP DETAILS. BY PIPES MUST BE DEDUCTED TO OBTAIN TRUE QUANTITIES. FOR INLETS OF PAGES tOJA7 TNRU p3.12. DIFFERENT DEPTHS ADD OR SUBTRACT THE 77. GRATE BARS TO BE PARALLEL TO DITCH FLOW. APPROPIATE CUBIC YARDS OF CONCRETE FOR EACH FOOT Of DEPTH. 13. PAVED DITCHES ARE TO BE TRANSITIONED TO MEET INLET GUTTER AS SHOWN N STANDARD PG-2A 14. PROVIDE SAFETY SLABS WHEN SPECIFIED ON THE PLANS, NCRENENT PER FOOT OF ADDITIONAL DEPTH (Ho DIP 0,362 CU. YDS. (12" - 36' PPE) mSHEET 1 Of 3 0.410 CU. YDS. (42" PPE) STANDARD MEDIAN DROP INLET 12" TO 42" PIPE VRCNA DEPARTMENT OF TRANSPORTATION 104,22 PPE m7r12" 15" i8 24" 30- 316 42" YNMlJ1M DEPTH 2,_0" .3P/4" 2'-6'/:" 3'-r' 3'-7'li" 4'-2" 4'-8'/z" CONCRETE CUBIC YAM 947 t.043 1 1,143 1.339 1.535 1.731 1.927 CG-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB L GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL BE PAID FOR AS RACIAL COMBINATION CUM 4 CUTTER. 4. FOR USE WITH STABILIZED OPEN-GRADEO DRAINAGE LAYER THE BOTTOM OF THE CURB AND CUTTER iikL BE CONSTRUCTED PARALLEL TO THE SLOPE SUBBASE COURSES AND TO THE DEPTH OF THE PAVEK"'T. 5. THIS CURB MAY 9E USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR 4.• , 2^ R LESSAREA N DEVELOPED URBAN 6 SUBIRBNt 11t"'-""'ll AREAS. E THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG 7 IS REQUIRED. I. • rir • ♦ All A n A Q A 7.. Al p D 1 _ ---- D------D-------� • « • INS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR COMBINATION 6" CURB & GUTTER 502 VRGNA DEPARTMENT OF TRANSPORTATION �r.rrrr,� 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. INSERTABLE SHEET A153 GALV. L2+/s"X2PUIr"r r o -E 8' 8 LOOHNCG t GALV. MC6X12 IQ D D A-t 0 p" C-C j ' BARS B +- } ' C W" C-C WE s •'. -•. , TYPICAL BARS C a a" C-C tr' 2• 7 1�0.. C-C E SECTION B-B COLLAR -7 �r"4" 2'-0- BARS A- L 2%-X2'/2'X'/4" I GAWV• S oz o C, io j SU FFACE GALV. MNC8X12 GALVANIZED MC 6 X 12 ' _ t Wj a a •' OARSSURFACEWARPEDSECTION D-D eARS E Or 9- 1 t 2 ' cALv. 3'• DIAMETER B ® ARS E f� C- 1 CALV, WELD ALL WEEP HOLE MC6X12 SEE NOTE a ScUo SHEAR SECTION C-C ` CONNECTOR &DECREASE To r FRONT ELEVATION To COLLAR. WHEN INLET Is USED SECTION E-E WITH MHEDIAIS 01-2A p 26 WARPED GUTTER BARS A-t APPROACH GUTTER t 7` + N o EPHOLE 5 X + 1 / iilrr "X "Xt/4- t I t 1 Ur1 BARS A -I ,w 1 SEE NOTE a g�E`�A RATES --SLOPE OF 1 L --)BARS• 0AR$ C-C +j �• r( ?� = BARS B O JL•• • c• FOR USE ON GRADES - DH2C 1- L 1 V BARS 6 e= C-C l» 1 LO4D I TYPE Ate,'° TYPE B SURFCE I-J 4 t I 'STEPS NOSE DETAILS -�o_w I it now SEE NOTE 5 TYPE A NOSE DETAIL SHALL BE USED WITH CG-7 STANDARD L - 1 TYPE B NOSE DETAIL SHALL ME USED WITH CG-6 STANDARD CA-VANO'�ED PLATE FOR TYPE A TO BE (DENT ON AN ANGLE FOR USE IN SAGS SECTION A -A OF 6813 AND IS TO BE ANCHORED WITH +A"X4" STUD BOTH SIDES To BE SYMMETRICAL FOR STEP DETAILS SEE STD. ST-t, SHEAR CONNECTORS WELDED TO DENT PLATE AT 2' C-C. SHEET '°` 2 STANDARD CURB DROP INLETS"H4'E 5 12'° - 24" PIPE: MAXIMUM DEPTH (H) - 9' 233 1O4A3 VRGgA DEPARTMENT OF TRANSPORTATION J02 EW-6 b-• I i SHAPE TO BE BEVELED L--------- j j H WITH MORTAR t 1 FLOW 1 - - -- -+--- - - -- i____ _._. ..1------•- -•-•-•---- ---- j DO NOT BEVEL INVERT I--. I 1 I t----- --- 1 -D-D F» L NOTES, I. IN NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FILL SLOPE. DITCH 6. BEVEL EDGE IS REQUIRED ON THE HEADWALL AT THE INLET END OF THE SLOPE, OR SHOULDER. CULVERT (WHERE THE FLOW ENTERS THE CULVERT). 2. THIS ITEM MAY BE PRECAST OR CAST N PLACE. 7. HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE EDGE OR BEVEL EDGE. 3. ALL CAST N PLACE CONCRETE TO BE CLASS A3. FOR PRECAST SEE SHEET 101.12. 8. ON SHALLOW FILLS WHERE ENOWALLS ARE t OR LESS BELOW SHOULDER LINE. TINE° TOP OF THE ENDWALL SHALL BE CONSTRUCTED 4. THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND SKEW PARALLEL TO THE GRADE OF THE ROAD. ANGLES 70 15'- 9, N" CHAMFER MAY BE PROVIDED ON ALL EOCES AT MANUFACTURER'S OPTION. 5. HEADWALL TO BE BEVELED N ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT DR WNGWALLS OCCUR. p, QUANTITIES GIVEN ARE FOR ONE ENDWALL. PLEASE REFER TO STANDARD EW-I, SHEET 101.01 FOR ALL DIMENSIONS NOT GIVEN IN TABLES. FOR CONCRETE PIPE 0 S G L CUBIC YARDS CONCRETE ONE DOUBLE ENDWALL INCREASE FOR EACH ADDITIONAL- PPE 0 b 12" 1`10" 2'-0" 5'-10" 0.329 0.088 0' 4" 0-r' 15" 2'-3" 2'-6" 7'-3" 0.671 0,179 -0-7_14" 0'•1+ 18" 2'-8" Y-O W-8" 0.941 0.244 0'-2" 0'412" 2r OR 24" 3'-6" 1 4'-0*' 1 11'.6"1 1763 0,444 0'•2 27" OR 36" 4'-4" 5'-0" 14'-4" 2,730 0.663 Vi i' Q'-2' " 33" OR 36" 5'-2" 6'-0' 17'-2" 3.854 0.907 O`3 4" 0'-3" FOR CORRUGATED METAL PIPE D S G L CUBIC YARDS CONCRETE ONE DOUBLE ENDWALL INCREASE FOR EACH ADDITIONAL, PIPE 0 b 12" V-7- 2--0" 5'-7" 0.344 0.087 0, VA ' 0'-r 15" 1'- tiP 2' 6" B' 1 0.696 0.175 0' 4" 1B" 2' 4" 3' 0" 8'-4" 0.980 0.241 0'-2" 0'- 24" 3--l" 4'- ' tr-11' 1.840 0.442 0'•2 0' 2" 7" R 301 Y-10" ,- ,• IO" 2.868 0.670 01-3 0'•251 36" ♦' 7" 6' 0" 7" 4.076 0.831 0'-3 O'-W STANDARD ENDWALLS FOR MULTIPLE PIPE CULVERTS R(FErENCf 105 12"-36" PIPE 302 VRGNIA DEPARTMENT OF TRANSPORTATION tpt, it 6H•1 SEE STANDARAD SL-I FOR APPLICABILITY OF SAFETY SLABS. STANDARD COVER T�:ETETOP OF MASONTtY B TO BE LEFT FRAME 4, COVER UFCT ENTLY LOW TO PERMIT PROPER j GRADEBYADJUSTMENT E COVER IMP AR O TO �1---•-Ili-- GRADE BY THE USE OF 1�roitTM OR BRICK AS DIRECTED BY THE ENGINEER. •�i�i.niri �r �,•-.rr�lrr � ,viiir�rnr�r • Avrir.��rrlrHnl ,iiiiir�Irl�wr■ rrl�M� • •.� � a. r• . . MNtr� ' v/ii rl rrmm a rllr - _.. ...�...,...�. a, ■ � err'- -- roll rlrENEE r�H�rulr■ SHEET 1 OF 5 ItEV. 7/01 r �� i .ii«.•rrrrA - - rr ► /i /i-ME smmmma ' 1/1////, %/, /, I (�lr r• r• Ea I •�iii//, v/ii rrrrrrr vim " Jim - { { i DETAIL 1 HALF PLAN VIEW HALF SECTION A -A (WITH FRAME AD COVER REMOVED) BRICK CONCRETE NOTES: I. QUANTffcs SHOWN ARE FOR MANHOLE WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO OBTAIN TRUE QUANTITIES. 2. A BASE THICKNESS OF 9" WAS USED N COMPUTING CONCRETE 0 ANTITES. 3. NCNIEMENT5 T K AD= FOR EACH ADDITIONAL FOOT OF DEPTH. 4. MATERIALS MAY BE BRICK CONf2(ETE OR APPROVED CONCRETE MA�IOIE BLOCK 5.F BLOCKS ARE USED THE MINIMUM THICKNESS OF SAME IS TO BE 5". OTHER THICKNESSES ARE TO CONFORM To WAIL THICKNESS SHOWN FOR CONCRETE. 6, ALL CONCRETE TO BE CLASS A3. 7.WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-L THE COST OF FURN04W NO PLACING ALL MATERIALS INCIDENTAL TO THE SHAPNC IS TO BE INCLUDED N THE 80 PRICE FOR THE STRUCTUM. 9tONIOt1CN MANHOLE FOR 12" - 48" PIPE CULVERTS M VIRGNA DEPARTMENT OF TRNiSPORTATION 302 ---------- 1 SECTION B-B TABLE OF QUANTITIES DEPTH BRIG! MANHOLE CONCRETE MANHOLE BRICK 00NMTE CONCRETE FEET THOUSANDS CU. YARDS CtL YARDS 4 0.785 1.437 5 0.785 16 6 0.9 0.785 LOW 7 t o 0.785 2.223 a 1. 0.785 .4a5 9 1.4 0.703 2.747 t0 L 0.785 3.009 n 1.9 0.970 3.455 12 2.2 0.970 3,817 13 70 4.179 14 2.8 .97 4 t 15 3.1 0.970 41903 16 3.4 0,970 n 4. 117 0.45 DETAIL 2 3S I FABRIC SECTION A -A DETAIL 3 SECTION A -A s EC-t NOTES: L FOR MULTIPLE LINE INSTALLATIONS DIMENSION S IS TO GOVERN THE PROTECTION OUTSIDE THE CHANNEL WIDTH (W). 2. ON ANY SECONDARY ROADS INSTALLATION REQUIRING EROSION CONTROL STONE WHERE NO ENOWALL OR ENDSECTON IS SPECIFIED ON PLANTS. CONSTRUCTION Is TO BE N ACCORDANCE WITH DETAIL 2 SHOWN ABOVE. 3• CEOTEXTILE FABRIC TO BE INSTALLED UNDER ALL EROSION CONTROL STONE N ACCORDANCE WITH THE SPECIFICATIONS. 4. S - DIAMETER OF CIRCULAR CULVERT OR SPAN( FOR BOX. ELLIPTICAL OR ARCH CULVERT, H - DIAMETER OF CIRCULAR CULVERT OR RISE/HEICHHT FOR BOX. ELLIPTICAL OR ARCH CULVERT, S.)(USE TYPICAL SECTION SHOWN ON PLANS OR FOR SIDESLOPE, BOTTOM WIDTH AND DEPTH OF CHANNEL, MATCH EXISTING DITCH OR NATURAL GROUND. MIN, DEPTH EC-4 CLASS I 2- CLASS I 3' STONE FOR EROSION CONTROL VIRGIIA DEPARTMENT OF TRANSPORTATION 3 n4.01 ENERGY DISSIPATOR FLOW LINE OF ' ' ' ' ° PAVED DITCH o Na o o �n co ® cu w m Lam.. B PLAN VIEW (NO GRATE SHOWN) ENERGY DISSIPATOR PAY LINE SHIM OR GROUT TO SEAT ANGLE IRON 1 l�'I�•I 2 OQ� I TOLCGNCRANGETERON P � NOTES: AMOUNT OF PAVED DITCH REPLACED BY "ENERGY DISSIPATOR" TABULATED BY DEPTHS AS SHOWN IN STANDARD PG-2A. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 'SMOOTH Ls o 12' C-C CONCRETE TO BE CLASS A3 IF CAST IN PLACE. FOR PRECAST SEE SHEET 111.02. BARS B BARS E7 A THE 20 DESIGN MAY BE USED ON EITHER J 1/2:1 OR 2:1 SLOPES. BARS E2 EG-I-ENERGY DISSIPATOR WITHOUT GRATE. BARS E2 EG-IA-ENERGY DISSIPATOR WITH GRATE. BARS E1 APPROXIMATE QUANTITIES CONCRETE REINFORCING STEEL CU. YOS. LBS. ENERGY DISSIPATOR 2:1 0.7479 61.20 11/2.1 0.5921 1 57.63 EG-L1A SCHEDULE OF REINFORCING STEEL MARK NO. LENGTH SIZE SPACING C-CIF SHAPE 2:1 11/24 Al 8 2'-10" 2'-10" 43 8'° STRAIGHT A2 4 2'-6'/4 '' 1'-10" 43 8" STRAIGHT A3 4 1'-OY2' O'-10" 03 8" STRAIGHT B 6 31-9" 31-9" # 3 8" STRAIGHT C 8 3'-8" 3'-8" # 4 2%t" STRAIGHT D1 4 Y-2'/2" 0'-8" It 3 8" STRAIGHT D2 4 V-6'/2" 1'4/2' # 3 a- STRAIGHT D. 4 1'-10%2' 1'-7" # 3 8" STRAIGHT D4 4 2'-2%2' 2'-DI/2" # 3 8" STRAIGHT 05 4 2'-6/2' 2'-6" # 3 8" STRAIGHT Et 4 V-11'/2" 1'-11y2' # 3 e" STRAIGHT IT 3 8" 'STRAIGHT gam" C - BARS E2 :.... ,. SLOPE 1 ,,; p 7. WELD PIPE TO y:: ; BARS B BOLT PIPE- TO CONCRETE 5' (2:1 SLOPE) FOR V SLOPE L-S'-7" ANGLE IRON 3'-9" (1' :1 SLOPE) FOR 1'/2.1 SLOPE L-4'-6" M � SECTION A -A CUT PIPE 70 FIT I'-- 1'-0• T-0" 1'-0,. SLOPE ANGLE � l/z•' - ANCHOR BOLTS To ELEVATION BE HOOK TYPE FOR " L 5"x3%2 Y/2' GALV. BARS D NEW CONSTRUCTION VIEW BARS C if- BARS A3 AND EXPANSION TYPE FOR RETROFIT. BARS A2 - ""H ;' ` ` BARS Al • 3" DIAMETER o STN+DAR,p PIPE�„ O a ' I'o ...�i-• BARS Al DNA IDLE . R % 'PIA. F�'%�gg' DIME ANCHOR BOLT :*c:.':' i° !: ;•. >...#,;a`+::;:''.:;. ':; FO . AN&Z BOLT PLAN VIEW { SECTION B-B SAFETY GRATE DETAIL RE STANDARD FOR USE ENERGY DISSIPATOR WITH PAVED FLUMED 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 11101 W F_ IJ � O w O V) o N N (0)-0 r4,) Cr) 'Q (D U j N o J U I I 06 CU (.o 4-` Cif L_ a (n I I N � LLI o 0 d In Nr) ce C1 _ f- u. U) •iL. 0 IL N L _ _i_' c � Oq) 1.0 a LJ I Z J s m U 0 U_ c o cfl _ 0 O V-, + N L)_ 0), J ~ o w W Q (%) (17 0 I W LuCl O W z 0 o � Z Z Y Z O (f) Q w L Ld ry 2 p o 0 0 L- METER BOX and COVER METER SIZE METER BOX METER BOX COVER 518' x 3/4' or 314" 18 in. Dia. Non -Traffic 74M32CRG Traffic A32FIFi-T 1' 24 in. Dia. Non -Traffic MC30 (Frame) WITH RML-1-T (Top Lid) Traffic MC30 (Frame) WfTH RML-12-T (Top Ud) treated 2'x 4' with meter box top 6' painted bloc and cover finished grade I—skiewalkI-- 5 ft 24' 1 % meter by 18'-21 F. .SA \ fIrtished 31 storre \ grade surrounding \ \ box .:.....:. �\ ::':::':: is 1' CTS polyaUrylerre �\ psi with SS i / 12'nserts ::' \ \/ at all con saddle with '.::: \ O .. Corp stop Opposite Side • . 12 gauge IrreWated %i /i, /.c. / / //,T/ copper wire for line Same Side 1, couion9 tracing, taped at 10 (PJ X FiP) C14-44 foot Intervals with SS insert and MIP plastic plug COPPERSETTER nester size Opposite Side Same Side 51W x 3/4' VBHC72-I MD-44-44 34 VBHC82-I OWD-44-44-84 3/4' VBHG72-18WD44.4484 VBHC82-18WD4444-$4 1' VBHC74-15WD44-44-84 N/A - INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to installation. 2. Water service crossing street: a) Encase In T diameter SCH40 PVC or SDR21 pipe. The plping shall nm trom one foot beyond sidewalk, across the street, to one foot beyond skWmafk. b) Install 12 gauge Insulated copper wire (for line tracing) from cwrp, stop to Into the meter box [wrap wire around Corp. stop; wire to be taped to top of PET at 10 toot intervals; come up into meter box and terminate level with angle ball valve). 5/8` X 3/4°, 3/40 AND 1" METER INSTALLATION -7- SEP 05 fill 24' select backinl e, All backfill to be compacted to 95% of ASTM D698 maximum density. __.._ 6' STANDARD concrete CONCRETEARCH �l 24. select bac kfnl If• CONCRETE ENCASEMENT TRENCH & BEDDING -1- F�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. SMALL SIDE JOINT RESTRAINED LENGTH OF PIPE (Ft) LARGE SiDE JOINT PVC DIP 6- 8' 10' 12" 6' 8' 10' 12' 6' -- 40 60 60 -- 20 40 40 8' -- -- 40 60 -- -- 20 40 10' -- -- -- 40 -- -- -- 20 REDUCER L low - 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- 10- 12" 6' 8- 10' 12- 60 60 80 1 100 40 40 1 60 1 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS 1 OF 3 -2- r 24' select backflll 6' 1/2 O.D. 6' SEP 05 SEP 05 as required igra ed1 � y mh _ R• mar stone to be minlmum of 6' above top of base stone joint BOLLARD DETAIL pad 1'-W die. x W deep '��"'•� 4' stone screw type adjustable valve box i—b FIRE HYDRANT ASSEMBLY -10- marker mechanicel joint swivel tee with 6' branch SEP 05 concrete pad 11-6' die. x 6' deep finished grade r- screw type adjustable valve box In. / n marker valve restrained ........................ r............ rd restraints 'lotwain / .................. 0 ....:.: .......... {�tpng ,8' t0 24• iB'x e7c 9 e' solid blOdr. (for vahree 12' and larger) Note: this detail is also used for butterfly valves GATE VALVE -9- SEP 05 Lr Lf in addition to restraining each joint of the tee, (1) any joint that fails within the recommended length on the branch outlet (Lb) piping shall be restrained, (2) any joint that falls within the recommended length of the nun (straight through) outlets (Lr) shall be restrained. A cross shall be restrained per a touts requirements for Lb. A Wye shall be restrained per a tee's Lr and a 451 bends L requirement. RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 6 X 6 20 20 20 20 8 X 8 20 20 20 20 8 X 6 20 20 20 20 10 X 10 20 20 20 20 10 X 8 20 20 20 20 RESTRAINED LENGTH OF PiPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 10 X 6 20 20 20 20 12 X 12 10 20 20 20 12 X 10 20 20 20 20 12 X 8 20 20 20 20 12 X 6 1 20 20 20 20 TYPE RESTRAINED LENGTH OF PIPE (Ft) RESTRAINED LENGTH OF PIPE (Ft) FITTING PVC DIP DEGREE 6- 8' 10' 12' 6- 8' 10' 12' 90 20 20 40 40 20 20 20 40 45 20 20 20 20 20 20 20 20 225 20 20 20 20 20 20 20 20 fi.25 20 1 20 1 20 1 20 20 20 20 1 20 HORIZONTAL BEND RESTRAINED JOINTS -3- 20F3 SEP 06 fkiW*d grade .« \ r .,, . • • - COrlpete skirl pad .y 1 i • 18' dia. x 6' deep .�.4' stone Parma Model PA4SV-CSK (41 Valvco, Inc. cast Iron deanout "p with brass �( EQ Fig. No. 71 PIS having a countersunk square with lid marked 'SKIVER SDR 21 - deanout pipe bottom of box brkOcbase - r..'�4;. sewer main SDR 21 wye • 14' " ' .µc �SDR 21 4& bend SDR 2t T stone bedding SEWER CL.EANOUT -19- finished DOWN BEND DEPTH 4 FT. MIN. Ld DOWN BEND RESTRAINED LENGTH 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 restralned. In addlBon, any Joint that falls within the recommended length on each side of the fitting shall be restrained (Ld, Lu). SEP 05 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: Sff1TXPE DEGREE OF BENDS Ld (DOWN) Lu (UP) SIZE17WE DEGREE OF BENDS Ld (DOWN) Lu (UP) 6' PVC/DIP 45, 22.5 & 11.25 20 20 10' PVC 0.5 B 11.25 20 20 8' PVC 45 40 20 10' DiP 45 22.5 rfr 11.25 20 20 8' PVC 22.5 & 11.25 20 20 12' PWIDIP 45 40 20 8' DiP 45, 22.5 k 11.25 20 20 12' PVC 22.5 & 11.25 1 20 20 f0' PVC 45 1 40 20 12' DIP 22.5 R 11.25 1 20 20 VERTICAL OFFSET RESTRAINED JOINTS -4- 30F3 SEP 06 TOP=E INV. OUT=A 0 0 6' 6" D 0 6" C. ---00 0 6" 21 A INV. OUT=B CONCRETE FLUME DETAIL NOT TO SCALE 0 0 7- 30all LEGEND, BORDER — WHITE (REEL.) BACKGROUND — RED (REEL.) STOP SIGN - DETAIL NOT TO SCALE STANDARD STOP BAR 24" WIDE STRIPE (THERMOPLASTIC TYPE B, CLASS � ,+• � ',III 4 • III_ , ■ � � • _•�■ a� U N +' AW Q � Q) p 4-1 0 U) o N T N ui T7 N Q U > N O . CID co +� Q0 CO L 4.0 N Q) N► C: L-LJ - O0 O C3 r- Lit In U. N � •L O L N Cn n I L O a0 CD a. W J O W Z J W U g Z M _ � U a 0 sae -0 U W O t3: IY >A' P cn Z !. 0 O O + N Ll_ (n 0 X CL Q O w W i- Z >LLJ U P Q = p cn n to (A 1Y U W 0 O 0 Z r— Q � U 3 U 0 N Q 60 Z O Z Y Z 0) o Z0 W Q wA C�l U 77 IZ c U Q a 7t 0 G 0 N lt�) O) 3 w 0 0 f` U N t rn w rn rt t` ) N 0 o_ a: EC-2 11 1 1 1 1 1 PAP 1 1 I ' t 1 I I I 1 1 1 1 I t I I I I' t t I ECLI1MINATED ROW YSLLOOPE 1 IS LESS THAN 411 om ..L 5' MAX. 4'1 OR (LATTER � JUNCTION SLOT 3' MAX. STEEPER THAN 411 T 04ECK SLOT '�--EOGE AND ENO JOINTS TO TERMINAL FOLD BE OVERLAPPED 2" MINIMUM. LAP JDI'Ir � 2" MIN. COMBINE THIRD ROW OF STAPLES FROM EACH STRIP IN LAP WITH ALTERNATE SPACING. -A •-i-tat 9" MAX. JUNCTION SLOT TAIL SOL FIRMLY r' TO 2" L NO. it MIN. GAGE WiRE WCHOR SLOT AiMP SOiL FIRML ANCHOR SLOT TAMP SOIL FIiM..Y/ IIIII TERMINAL FOLD TAMP SOE FIRMLY TAMP SOIL FIRMLY Y CHECk SLOT JUNCTION SLOT Notes: I. APPROXIMATE 200 STAPLES REQUIRED PER 4' X 225' ROLL. n 2. ANCHOR SLOTS JUNCTION SLOTS AND CHECK SLATS f0 K BURIED 6" TO 12" AM VARIABLE. 3. MAX, SPACING C-C CHECK SLOTS 100'SLOPE 4% OR LESS 50'SLOPE STEEPER THAN 41L PLAN VIEW 4 WIRE BSSTAAPLED�MINI MINIMUM LENGTNTEE! SOIL RETENTION MAT MINIMUM STAPLING DIAGRAM JUTE MESH FOR swot sort VI STAPLE LENGTH FOR OTHER SOIL. GENERAL NOTES: I - BASIS OF PAYMENT TO BE SQUARE YARDS OF PROTECTIVE COVERING COMPLETE IN PLACE, 3. JUTE MESH OR SCE RETENTION MAT IN ACCORDANCE WITH THE SPECIFICATIONS PROTECTIVE COVERING iS TO BE LOCATED AS INDICATED ON THE PLANS IN ACCORDANCE MAY BE USED AT THE OPTION OF THE CONTRACTOR. WITH THE OIMENSIONS SPECIFIED ON TYPICAL SECTION. 4. WIDTH OF MATERIAL MAY VARY FROM MINIMUM DII1EN90N 13Y INCREMENTS OF 2."T-TOP" STAPLES OR OTHER MANUFACTURER'S DESIGN APPROVED BY THE ENGMEER MAY 4 OR 5 FEET. BE SUBSTITUTED FOR THE STAPLES SHOWN. 5. FOR SOURCES OF APPROVED MATERIAL SEE VOOT'S APPROVED PRODUCTS LiST FOR ST'O. EC-2 MATERIAL. SPECIFICATION PROTECTIVE COVERING INSTALLATION CRITERIA REFERENCE 244 114.02 VI RGIVIA DEPARTMENT OF TRANSPORTATION 608 EW-I.IA S X D NOTE 1 I SHAPE TO BE BEVELED I H WITH MORTAR ----^ lr I i DO NOT BEVEL INVERT - i �--- L -{ f-----C--•� NOTES: 1. "H" MAY BE REDUCED UNTIL "X" REACHES A MINIMUM OF 4" WHERE ENDWALL S. KVEL EDGE 15 REQUIRED ON THE HEADWALL AT THE INLET END OF THE WOULD PROTRUDE ABOVE SHOULDER LINE. N NO CASE SHALL TOP OF ENDWALL CULVERT (WHERE THE FLOW ENTERS THE CULVERT). PROJECT ABOVE FILL SLOPE. DITCH SLOPE. OR SHOULDER. 7. HEADwKI AT THIS OUTLET END OF THE CULVERT MAY K EITHER SQUARE 2. T14S ITEM MAY BE PRECAST OR CAST IN PLACE. EDGE OR BEVEL EDGE. 3. 101.02.CAT M PL.ACE CONCRETE TO BE CLASS Al FOR PRECAST SEE SHEET S. ONS SHALLOW FILLS, . THE TOP OF WHElE ENDWALLS`ARE ��TRUCSS BE OWPARSHOULDER TH1E GRADE OF THE ROAD. 4. THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND ALL SKEWS y (0' TO 45' ). 9. 74" CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. 5. HEADWALL TO 13E BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT OR WNGWKLS OCCUR. EW-1 ENDWALL FOR CIRCULAR PIPE DIAMETER OF PIPE CULVERT 12" IS" 18" 2r OR 24" 27" OR 3a' 33" OR 36" A 0'-6" 0'-8" o'-9" 0'-w r-0" r-0" e0'-11" i'-r 1'-3" r-6'• 1•_9" 2'-0" C i'-4' r-7" 11-9" 1 2'-2" 24-6" 2'-9" D r-0" r-3" r-6" r-G" r-6" 3'-a' F o'-s" 0'-8" 01-8" 0'-9" V-9" 0'-9" H 2'-3" 2'-11" 3'-2" 3'-9" 4'-3" 4'-9" L 4'-0- 5'-0" 1 6'-0" 8'-0" 10'-0" 12'-0" 0 0-4/4" 0-- IV.- 1 O'-2" Q'-2'/:" 0--3'/4" 0'-3i4" b 0'-r 0'-t'/i - 1 0.4/i • 0'-2" 1 0'-2'/2- W-3" CUBIC YARDS OF CONCRETE CONC.PIPEI 0.24a 0.492 10.697 1 1.319 1 2.067 1 2.247 C.M. PIPE I 0.2S7 1 0,521 10.739 1 1.398 1 2.198 1 3.145 EW-iA I ENDWALL FOR ELLIPTICAL PIPE SIZE OF ELLIPTICAL PIPE CULVERT (SPAN x RISE) 231104" 30"x19" 34"x22" 38"x24" 42"x27" 45"49-' 49102" 53"x34" A 01-8" 01-9" 0'-10" 0.-11.. O'-lr' r-0" 11-0" r-0" B r-2" 1'-5" 1•-6" r-8'. r-9" 1'-10" r-tr' r-tr' C P.S. r-11" 24-1" 2'-4- 2'-5" 2'-7" 2'-S" 2'-9" 0 1'-2" r-7" r-10^ 2'-0" 2'-3" 2'-5" 2'-8" 2'-10'- F 0'-8" 0'-8" 0--9" 0'-9" 0--9" 0--9'- 0'-9" 0'-9" H 2'-m" 3'-3" 3'-7" 3'-9" 4'-0" 4--2" 4'-S" 4'-I" L 5'-5" 7'-2" 8'-6" 9'-2" 10'-2" 10'-tt" S 1'-1r' 2'-s" 2'-10' 3'-2' 3'4" Y.O. 0 0'-2%2" O''31/i" 0'-31/t" 0'-4" W-4'/2" O'-4,Y4" 0•-5'• p--5'/2" b O'-2" 0'-2%2" 0'^2i4" 0'-3" 0'-3'/2" 0'`3}�i" 0'-4" 0'-4%2" CUM YARDS OF CONCRETE CONC.PI+E O.SO2 0.855 1 1.238 1 t.500 1 1.811 2.101 2.512 1 2.801 SPECIFICATON REFERENCE STANDARD ENDWALL FOR PIPE CULVERTS 10 z 12"-36" CIRCULAR AND 23"xl4"-53"x34" ELLIPTICAL PIPES VIRCINIA DEPARTMENT OF TRANSPORTATION 101.01 720 715 710 705 N to O V 00 x O EX. GRADE r Y ROP. GRADE zll ' MI 0VER " MIN. PROP. 8" P C SD 21 D: LL��,,�� )4A J Zt >W ca m m O: �C(z c15 O (0O _joo LIJ h ¢ c�o=-.i1 ' +> i1� Ih inn t7i C14 a I a Oto pp t70 a to to 1 N Z . M . M i d+ _ 0+00 0+50 1 +00 1 +50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 WA TER LINE E " 725 720 715 710 705 to M O U A 00 x O V W z z O U 7+00 7+50 8+00 8+50 9+00 9+50 10+00 EX. GR DE -- P1, OP. GR kDE _. _ 4' MIN COVER _ -012. — I?_V_C_SDR21 J r J U ^� W � w J j °D m z N Iw- 3 m m Li _ V _0 0� w tZ O d O C� n O twit Qt10 N 0- 0� .- :- j btV 00 tO W �� Q�tDC71�O_ 062 II ttOO OZ Eto s '' O dtri OO d N p d0 O d d'O0 i N ct ! "D to O I --- - ---- -- - ----- - --- I - i - - -- --- --- — ----- - ---- --- - � - - -- it•00 --- -- 1� I -- -� J _ a CA a a tbtD r ! 0+00 720 71E 71C 18" h r�Z•� 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 WA TER LINE 'A " --PROP GRADE EX. GRADE 'OP. 10" PVC SDR21 FIRE LINE STORM SEWER C-2 ) 0 O o .LO `- n II +> O? 0+00 0+50 4' MIR COOF i ) P I N. 110, 1VA PROPOSED .-7 z INV.= 08. (n Z o J i j m d 00 O m c' U ao O� Np•0qA0Z Z O+Z o (I 8+00 8+50 9+00 9+50 10+00 GRAPHIC SCALE 50' 25' 0' 50' 100' 1 INCH = 50 ft. HOR/Z. 1 INCH = 5 ft. INERT. 0 T g Y O G Q O 30 wd SOW O 00 V) - CNI �w 0 Ow Ld c U rohWOw w - V � sQ � U IZ M Q (D .; Q) O 0 N o 0 -0 0 N °' 0) ao 0>No J U I i 06 y c Ld _c o 0 p c In u- 1'A vi O L L N _ + Cn C In O ♦„r .0 m 17, IL Li V�J j j m Q t0 Z 0 + N O Vi O w CL IziJ J � Q r- � w w LLJ O Of Q U = Q U- to o U) to N twn .0 W Q N z z o z3: 0 Ost w Of = J j Z 0 in 0 I� r --PROP GRADE EX. GRADE 'OP. 10" PVC SDR21 FIRE LINE STORM SEWER C-2 ) 0 O o .LO `- n II +> O? 0+00 0+50 4' MIR COOF i ) P I N. 110, 1VA PROPOSED .-7 z INV.= 08. (n Z o J i j m d 00 O m c' U ao O� Np•0qA0Z Z O+Z o (I 8+00 8+50 9+00 9+50 10+00 GRAPHIC SCALE 50' 25' 0' 50' 100' 1 INCH = 50 ft. HOR/Z. 1 INCH = 5 ft. INERT. 0 T g Y O G Q O 30 wd SOW O 00 V) - CNI �w 0 Ow Ld c U rohWOw w - V � sQ � U IZ M Q (D .; Q) O 0 N o 0 -0 0 N °' 0) ao 0>No J U I i 06 y c Ld _c o 0 p c In u- 1'A vi O L L N _ + Cn C In O ♦„r .0 m 17, IL Li V�J j j m Q t0 Z 0 + N O Vi O w CL IziJ J � Q r- � w w LLJ O Of Q U = Q U- to o U) to N twn .0 W Q N z z o z3: 0 Ost w Of = J j Z 0 in 0 I� r 8+00 8+50 9+00 9+50 10+00 GRAPHIC SCALE 50' 25' 0' 50' 100' 1 INCH = 50 ft. HOR/Z. 1 INCH = 5 ft. INERT. 0 T g Y O G Q O 30 wd SOW O 00 V) - CNI �w 0 Ow Ld c U rohWOw w - V � sQ � U IZ M Q (D .; Q) O 0 N o 0 -0 0 N °' 0) ao 0>No J U I i 06 y c Ld _c o 0 p c In u- 1'A vi O L L N _ + Cn C In O ♦„r .0 m 17, IL Li V�J j j m Q t0 Z 0 + N O Vi O w CL IziJ J � Q r- � w w LLJ O Of Q U = Q U- to o U) to N twn .0 W Q N z z o z3: 0 Ost w Of = J j Z 0 in 0 I� r V � sQ � U IZ M Q (D .; Q) O 0 N o 0 -0 0 N °' 0) ao 0>No J U I i 06 y c Ld _c o 0 p c In u- 1'A vi O L L N _ + Cn C In O ♦„r .0 m 17, IL Li V�J j j m Q t0 Z 0 + N O Vi O w CL IziJ J � Q r- � w w LLJ O Of Q U = Q U- to o U) to N twn .0 W Q N z z o z3: 0 Ost w Of = J j Z 0 in 0 I� r CONSTRUCTION I ;nalMiA 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, s !Ir� fications for all work to be in accordance with applicable Standards and Construction Specifications of The inia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authorty the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the controctor s respponsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call Miss Utili{y" 1-800-552-7Q 1. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. An unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. FREDREICK COUNTY SANITATION AUTHORITY 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com. 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b The developer/contractor must: 1. make application and pay deposit 2. mark the tap location 3. coordinate installation with the engineering -assistant. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the developer's/contractors responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a The meter box, with its frame and cover, must be properly aligned with the coppersetter. b The frame and cover shall be set to final grade. c The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. d All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. b An Application for Service must be made and fees paid before work will begin. c The Authority shall furnish and install all 5/8", 3/4 and 1" water services. d For all 1 %" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and its backflow prevention device, and/or 2) the fire service line's backflow prevention device. VIRGINIA DEPARTMENT OF TRANSPORTATION I. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VOOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the mosbtringent shall govern. 2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. 3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control floggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. 4. 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 utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. 5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. 6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. 7. If required by the local VDOT Residency Office, a preconstruction 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. 8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VOOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. 9. 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 and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. 10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 11. All waterand sewer lines within existing or proposed VOOT right of-woy shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. 12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of 13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. 14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 959 of theoretical maximum density as determined by AASHTO T - 99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. 15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. Stonewall MagisterialU' istrict Proosed Use:I Commercial 16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VOOT minimum design standards and is the responsibility of the developer. 17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. 18. The developer shall provide the VDOT Residency Office with a list of all material sources rpor to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. 19. Aggregate base and subbase materials shall be placed on subgrode by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and Vi'M-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VOOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. 20. Asphalt 'concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VOOT daily, unless specified otherwise. A VOOT representative shall be notified and giver► the opportunity to be present during the construction and testing of the control strip. 21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. 22. Approval of these plans shall expire three (3) years from the date of the approval letter. 23. VDOT Standard CG -12 Curb Romps shall be installed where indicated on these plans and/or as specified by VDOT. 24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VOOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. LOCAL UTILITIES Frederick County Sanitation Authority P.O. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre Allegheny Power 3463 Valley Pike Winchester, Virginia 22604 (540) 722-5852 P.O.C. Cindy Laing Verizon 404 Hillandale Lane Winchester, Virginia 22602 (540) 665-3156 P.O.C. Tim Kelly Adelphia Cable 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667-0364 P.O.C. Art Coleman Shenandoah Gas P. 0. Box 2400 Winchester, Virginia (540) 869-1111 JUT 10 REVISED: } s F F _ k rSEP"T"EMBER' 5, r2"Ur"U"Or' 2-2604 Engineers. Surveyors. Planners. Landscape Architects. l% LENOIR CITY COMPANY OF VIRGINIA P.O. BOX 1657 WINCHESTER, VA 22604 PH # 540-676-1110 117 East Piccadilly Street, Suite 200 Winchester, x •• • RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. ,SHEET INDEX 1 COVER SHEET 2 EXISTING CONDITIONS MAP ,3 SITE DEVELOPMENT PLAN 4 PHASE 1 GRADING AND EROSION CONTROL PLAN 5 PHASE 2 GRADING AND EROSION CONTROL PLAN S EROSION AND SEDIMENT CONTROL DETAILS 7 LANDSCAPING PLAN 8 SANITARY & STORM SEWER PROFILES g MISCELLANEOUS DETAILS 10 MISCELLANEOUS DETAILS 11 WATER LINE PROFILES & MISCELLANEOUS DETAILS FIRE LANE SPECIFICATIONS EROSION CONTROL 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public 1. Fire lanes shall be on all plans or drawings, if applicable. works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to 2. Fire lanes are to be a minimum width of 18 feet. issuance of the land disturbance permit for the subject project. 3. Fire lanes shall be designated in either of the following 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections ways: as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the A Double yellow, six (6) inch lines with approximately approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. 3. Prior to release of building permits, the following items shall be completed: three (3) inches between lines shall be used to mark a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, paved areas. curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified os-built of thr subdivision which contains the following items: stormwater conveyance system, curb B. Painting of curbing yellow. and gutter, drainage channels and ditches, stormwater pond. A letter a�rom the engineer -of -record shall be included with the C. By painting of yellow hatch marks of six (6) inches in as -built which states that the subdivision has been constructed in accordance with the approved plan. width with no more than ten(10) inches between hatches c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for on the entire area being designated as a fire lone. each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to ?"p in accordance with the Virginia 4. Signs shall be twelve (12) by eighteen (18) inches with a Erosion Control Guidelines and local ordinances and to be utilized during Oe construction period. white background, with red two (2) inch block letters with the 5. All erosion control structures shown or as required during construction shall be continuously maintained wording, "NO PARKING FIRE LANE Authority of Fire Chief". throughout the period in which areas are denuded. Areas shown= to be surfaced. areto have stone base installed at the earliest possible date after establishing grade. No area is to remain denude1Jor more than 7 calendar days Any other color combination or wording needs to be approved when construction is not in progress. by the Fire Chief. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 5. Signs shall be posted on all corners of the fire lane, and then 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a no further than lift 50 feet apart slop the remaining length y ( ) P 9 9 9 good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. of fire lane area. Signs shall be a minimum height of seven (7) feet to the bottom of the sign and a maximum height to the top FIRE & RESCUE of sign shall be nine (9) feet. Any other height needs to be 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. approved by the Fire Chief. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited 6. Any existing markings which will be within the fire lane within 20 of fire hydrants. Fire Hydrants are not to be obstructed at any time. area after their establishment shall be removed so as not to create confusion. 7. The fire lane shall be maintained on a regular basis to insure these lanes can be easily recognized. Maintenance shall include repainting on lines or curbing, replacement OWNER'S CERTIFICATE of signs, etc., as deemed necessary by your maintenance I hereby certify that the property contained in personnel or the Fire Department. this Site Plan is with free consent and in accordance with the desires of the undersigned owners, proprietors 8. After the establishment of the cited fire lanes, local and trustees, if any. law enforcement officers shall enforce these areas clear at all times. 9. Fire lanes elsewhere on site may be required as construction develops. Date Date Date A by Frederick County Zoning Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence Date !OCER O F Site Plan Valid for 2 Years From Date of F.C.S.A. Approval _P islows , Jrr IFICATE NO. 2ptfi®q.GI ERED■FESSIONAL ,t uber®1349®®2-0 NGINEER Number""'heet of 11 °-4�—A —15 + } /, BETTY G.VId ZONED: RA/ k +,,� +> I — \ 6 \ USE. RESIDENTIAL %VACANT �� / II \\ B \\ rw,.,-,r-,�� B• 80 PG:- _700 `\��I%, \�\��f �_ } X __ BARBED FENCE \ N 21,20"E /���Y11. . iY "iiY1. TREELINE Ji +--�, WOODLANDS ESMT. Y__...�X` X x INST. No. 02 078D6 WOODS + 25 \ +/ +>,9 >>o> + +>, I r TREELIN >i>sf ° \ \ ` +>>/ _. `>la, \ TREELINE .�J�`J �„J�_ ,c...... • W"�'�1.,� �.% "- -- - - _ _ - � ,� \ / �.> f ` /1 t I TREELINE I o \ _ \ 01F- ,v 43-19-51 �.,s }�\\ \� +>> + ~---------- 's�'s 16, OAN &ASSOCIATES LTD PARTNERSHIP\, `�� `� �, \� `\ \ } + +, — ZONED: M 1 \ \\ \� �,,�)� TREELINE + USE: COMMERCIAL & INDUSTRIAL \�s \ `\ �l\v' +°A \\� \� + + // \, // \ INST. 03001765 s\\ ` \ � �e\ +,>s� ''6� ,° ' X / \ I / _720— \N I)'�TREELINE +>>s�9 / } \ \ '> / \ \ + \ \ 1 \ \ \ + \ \ > TO+ + CKPILE r Yl. ryl-1 N^,4, TREEUNE / BARBED-WIREx %("' f --- ry- ^ .1 . •' / FENCE / INV= 15.2 \ \ \ \> I \ INV�715.9 / / / / \ \ TREELINE + / �1 \ +> / f + STOCKPILE f / + `+, \ ) j \ \ + \ ` / \\ +, 119 s + s \ i+>,> \\ 43—A-63A > y \ \\\ �ENOIRt'>.CITY COAPANY \`\ \ +,20`\ ,' � N 43—A-63 �t / — ` f LENOIR CITY COMPANY INV 6; + \\ `, ZONED: M 1 STOCKPILE + USE: COMMERCIAL & I NDbSTRIAL I 1 ( m� I ZONED: M 1 + WOODS +> +\\ °�\ 29.04 AC. ''Y�\ \}} '� \ f I USE: VACANT 43-19-38 �� + + } +'>A° \\ \\ i } °ti \ I ' ( +-1,9s DB: 344, PG: 235 TORN & ASSOCIATES LTD PARTNERSHIP \ \I + / I ` >,, f ZONED: M 1 USE: COMMERCIAL & INDUSTRIAL / TREELINE +>\`\\+, + l ' i >+DB: 743, PG: 1298 I � \ \ °>\s STOCKPILE INV=73.5f ff \ STOCKPILEPF {� \ I 1 2�.04 \, qj > I I \ + I TRANSFORMER STOCKPILE \ / i 190 5I I L HLAIN HY HHN+A UA I LU\, 2/17/06. 75' BRL — L-12"kWo JE13r. — — — — — \ \ — — — �- — __._ — 1-10m G.V.\ & BOX WIM_ J EX. 120'-6" PVC SOR35 00.50Z ;IC + / +, I / 10,LF 10 � DRO I PLUG::� \> \ +, , ' '� \ / 1-6" PLUG INV.=701.23 40' DRAINAGE & UTILITY ESMT. 0 0 d 0 0 3 3 3 a 0 0 0 PP2b' WTR MAIN ESMT- - _- EX.12 PVC R21 MAIN /1 . .� �-----" PP PP _ _ -- .__._. '�' -' - " ' � � w J IX.12" PVC SDR21 WTI?MA1N — - _ -- ' �.L► � _ _ EX. TYS40 DRIVE / TYSON DR1VE EXTENSION 80' R.O.W. � 728•— " —"' -- — — _ r 25 M 0 R.OfV. � 25 M.P. (1600 T.P.D.I a w �� Dl 120 -4 PV�'§DR21 ®2.0� -� / O �, o U �' Z JP.H. EX MH RIM=709.50 IN=704. INV.IN=702.70 \ j / V) LL- z: =o d o - -na- - ( / ° `- - GAS LINE _ - __ \ INV.OUT=702.50 U w U 60 3 aR4R)VICSCWE 0 60 120 /N FEET 1 inch = 60 ft. l.__ �m. _ it- - ----____ 43-19-1 d -,()f DY`Y LENOIR CITY COMPANY ZONED: M 1 J `) USE: VACANT DB: 60 7. PG: 255 - Rh-----_ \� \ EM MH RIM=714.00 INV.OUT=705.00 20' WATER EASEMENT-' EX 115 LF 8" 0.1. CL 52 WATER MAIN 1-8" PLUG -- 88'-8" PVC SDR35 0 1.2230 — / ~� —� FJC. 000'-8" SDR35 ® 0.50% _ t \ 25' SANITARY SEWE�MT. �- 43—A-63 LENOIR CITY COMPANY ZONED: M 1 USE: VACANT DB: 344, PG: 235 ✓-� Z W EX. 400'-8" PVC w w °" o IX. 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S(%) Type Q(des)cfs q(10)cfs v0O)fps From Cap.Chk 1 708.48 708,39 27.7 30 1 0.33 CPP 25.58 21.37 5.21 Str.1 o.k. 2 709.64 708.48 351.8 30 0.33 CPP 25.58 20.81 5.21 Str.2 o.k. 3 709.99 709.64 106.3 30 0.33 CPP 25.58 19.26 5.21 Str.3 o.k. 4 711.01 709.99 308.0 15 0.33 CPP 4.03 14.04 3.28 Str.4 check 4.1 711.92 711.01 277.0 15 0,33 CPP 4.03 3.55 3.28 Str.4.1 o.k. 6 711.34 710.49 220.0 48 0.39 CPP 96.94 73.87 7.72 Sir.6 o.k. 5 710.39 710.00 93.0 48 0.42 CPP 100.99 73.87 8.04 Str.5 o.k. 7 717.00 710.00 190.0 15 3.68 RCP 13.46 0.28 10.97 Str.7 o.k. 8 707.05 706.66 77.0 24 0.51 RCP 17.48 81.28 5.57 Str.8 check NOTE: ALL CPP TO BE GRUMPLER SMOOTHCORE OR EQUIVALENT NOTE: C-8 CONSISTS OF 5-24" RCP W/ EW-6 BOTH ENDS Storm Inlet Summary, and Sump Inlet Depth and Spread Calculation. STIR top to CUI out Str. No. From DA Q0O)cfS Inv. in Inv. Out Inv. In. Top Elv. Type UHw/d SX(fttft) d(ft) hw eIv Spread(ft) INV (ft.) 1 1 0.66 708.48 708.48 - 716.83 DI-2C 6 0,0165 0.39 717.22 5.2 8.35 2 2 1.55 709.64 709.64 - 716.83 DI-2C 6 0.0165 0.42 717.25 7.4 7.19 3 3 5.22 709.99 709.99 - 714.15 DI-7 - 0.0185 0.28 714.43 15.1 4.16 4 4 10.50 711.01 711.01 - 713.42 DI-7 - 0.0049 0.60 714.02 1 122.4 2.41 4.1 4.1 3.55 711.90 711.90 - - ES-1 - - - - - - 51 5 73.87 710.49 1 710.39 - 717.77 MH-1 - - - _ _ 7.38 6 5 73.87 - 711.34 - - ES-1 - - - - - - 7 7 0.28 - 717.00 - - ES-1 - - - - - - 8 8 81.28 - 706.30 - - EW-6 I - - - - - - n. ".. ,, - 1B ;OMPACTED SUBGRADE STANDARD PAVEMENT SECTION Not to Scale PROJECT SUMMARY TAX IDENTIFICATION NUMBER - 43-A-63A EXISTING PARCEL AREA 29.04 ACRES DEVELOPED PARCEL AREA 24.0 ACRES ZONING M1 ADDRESS TYSON DRIVE CURRENT USE VACANT PROPOSED USE DISTRIBUTION FACILITY DISTURBED AREA 24 ACRES SETBACKS REQUIRED PROVIDED FRONT (TYSON DRIVE) 75' 75' SIDE 25' 181'+ REAR 25' 86'+ PARKING 5' 26'+ BUILDING HEIGHT 60' (MAX.) 41'(+/-) GROUND FLOOR AREA 300,000 SQ.FT. FUTURE EXPANSION AREA 150,000 SQ.FT. TOTAL GROUND FLOOR AREA 450,000 SQ.FT. NUMBER OF STORIES I FAR ALLOWED 1 FAR PROVIDED 0.24 MINIMUM LANDSCAPED AREA 4.36 AC. (15%) LANDSCAPED AREA PROVIDED 14.97 AC. (51%) PARKING REQUIRED PROVIDED STANDARD SPACES (1/EMPLOYEE) 38 38 OFFICE SPACES (1/250 SQ. FT.) 6 6 HANDICAP SPACES 2 2 LOADING SPACES 8 36 TOTAL SPACES PROVIDED 46 46 PARKING LANDSCAPING PAVEMENT AREA 163,789 SO. FT. PAVEMENT TREES REQUIRED 50 0 1/2000 SO, FT. (UP TO 100,000 SO. FT.) 13 0 1 /5000 SO. FT. (OVER 100,000 SO, FT.) PAVEMENT TREES PROVIDED 63 INTERIOR TREES REQUIRED 5 (01/10 S; INTERIOR TREES PROVIDED 5 TOTAL TREES REQUIRED 68 TOTAL TREES PROVIDED 68 NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3. AL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO IBC AND ICC / ANSI 2003. 00 STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST, 5.ALL ARE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 6. ALL UTILITIES TO BE PLACED UNDERGROUND 7.HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50, THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 9.SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 10'. MAX. SIGN AREA= 100 S.F. 10.NO OUTDOOR STORAGE PROPOSED. 11. FIRELANE MARKING SHALL BE PROVIDED AT ALL ARE HYDRANT AND THE F.D.C. THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF THE FIRE MARSHALL 12. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND USE GROUP S, (STORAGE) OF THE INTERNATIONAL BUILDING CODE / 2003. (2000 CODES CAN BE UTILIZED UNTIL NOV. 16, 2006 IF REQUESTED). OTHER CODE THAT APPLIES IS ICC / ANSI A117.1-03 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. PLEASE NOTE THE REQUIREMENTS IN SECTION 507 IBC FOR UNLIMITED BUILDINGS. ALL PLANS SUBMITTED FOR PERMITS SHALL BE SEALED BY A VIRGINIA DESIGN PROFESSIONAL. SPECIAL INSPECTIONS UNDER CHAPTER 17 IBC IS REQUIRED ON THIS TYPE OF STRUCTURE, (SOILS, CONCRETE, STEEL ETC.). ALONG WITH EVALUATION OF THE SINKHOLE AREA WITH THE APPROPRIATE DESIGN TO CONSTRUCT. 13.ALL REQUIRED EGRESS SHALL BE ACCESSIBLE TO A MIN. AREA OF RESCUE ON THE EXTERIOR OF THE BUILDING AND 50% OF ALL ENTRANCES SHALL BE ACCESSIBLE. LEGEND PROPOSED CURB & GUTTER - . • • • • . • • . PROPOSED CURB & REVERSE GUTTER , • PROPOSED STANDARD PAVED AREA (8' 21B/2' SM 12.5A) • . • • , PROPOSED HEAVY DUTY PAVED AREA(8" 218/3' BM-25.0/1.5' SM-12.5A) PROPOSED CONCRETE AREA • • . . . . • •T e. PROPOSED GRASS AREA PROPOSED EASEMENT AREA ZONING BOUNDARY - • . • • • • . • . ZF UTILITY PEDESTALS 0 0 EXISTING STORM DRAINAGE & STRUCTURE . . . . . . _. PROPOSED STORM DRAINAGE & STRUCTURE • • • • • • •• PROPOSED WATER MAIN --I W! EXISTING WATER MAIN , W- PROPOSED FIRE HYDRANT PROPOSED GATE VALVE & BOX ' Wt- EXISTING SAN. SEWER AND MANHOLE -_- PROPOSED SAN. SEWER AND MANHOLE . . . . • . ..--is.s.1-0 S:SrF- PROPOSED UNDERGROUND ELECTRIC SERVICE • • • • . E PROPOSED UNDERGROUND TELEPHONE SERVICE • • • • • T PROPOSED GAS SERVICE • • • • • • . • • • • G c) �- UCL I 1; ! C:I Q i 1 - W n " 1.5" SM 12.5A 3" BM25.0 - 8' VDOT 21 B r- WELL COMPACTED SUBGRADE W \RG�Nlq Y O J 1 J Q o o WZ m Z Q w�oZw� z r- S UO �w-0 O CD L_ W w , W "0- w �U N W - PY00 _ V � U Ui 4 Rf Q a) •�, a) a) p o U) o U Q �` N U) N IY7 o) Q 0 0> N CD J v I I +' cD (0 W y w 0 �CL =�HLL. 'y o L � M L I} I c O a) .W a) G- Li H Z W CL 2 J W Liz � g� Z J a M W OE 0 U Uj Ff3E LANES Fire Lane markings and signage is required at oil fire hydrants, fire department 3 s� G O connections, curbing not delineated as parking, and all normal and emergency access points to the structure. The contractor shall coordinate with the Fire o 0 0 Marshall to ensure these requirements are satisfied. o N C'4 JLJ Q 0 O' C TRIP GENERATION (0 '" ITE, 6TM EDMON ESTIMATES 00 z Q O THIS SITE AT FULL DEVELOPMENT O + N (O WOULD GENERATE 195 T.P.D. (Al I �- USE CODE: 150 cn '- � > _ >;" 0 2_' U W iS✓ !� ...I OWAVI)/CSCACE W o 60 330 0 60 120 0 O Q w U f- o ff = IN FEET) LL oU o U 1 inch = 60 ft. W ED = Liw V) LJ zz n a- p O _5,� X," 'I \\ \\/\\\\\\\ 4. ., �.• 6" CONCRETE 4' STONE BASE o cn � o cn � Q � O U w N HEAVY PAVEMENT SECTION PROPOSED SMINAIK SECTION LJ 6 0 Not to Scale N,T,S, z cu z z U 4M r7 N z Z W Of = J 0 U a 0) t L Q U Q C U_ oI 0 0 �r 0 a z� m Q rn N r; a co 0 0 N �Y 0000 3 a a. U w 0 0 N c M a w 0 0 rn U 0 n EXISBNG STORM DRAINAGE & STRUCTURE ' PROPOSED STORM DRANAGE & STRUCTURE PROPOSED CURB-& GUTTER . . . . .. DRAXAGE- FLOW . . . . . . . . .. EXISTING •GRAB . . . . . . . . PROPOSED GRADE . . . . . . . .. PROPOSED EASEMENT AREA . . . . . . PROPOSED SILT• FENCE • . . • . . • . SF SF - INLET PROTECTION oP `c�L� IIICCC/// LIMITS OF DISfl1RBANGE . . . . . . .. DRAINAGE• DMDE . . . . . . . . .. e COSTIMON ENTRANCE . . . . N4421'20"E / / _ _ Permanent Stabilization: Al disturbed areas not paved shall receive a / \ _ 1478. 49 LOD am( .� ..� M min. 6 in. topsoil and be seeded as follows: --� - - - 200 lbs; Tall Fescue per ac. / - / 12 lb. Annual Rye per oc. O�'`Y �. \ \ 25 BRL 1000 lbs. 10-20-20 Fertilizer per oc. LOD / 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Permanent seeding will occur as the final phase of construction _ Temporary Stabilization: Seeding to stabilize areas left denuded for / �' _ - - _ - - _ ^ry� �% more than 7 days, but not yet at final grade shall be as follows: 60 lbs German Millet per ac. (May through September) 60 lb. Annual Rye per oc. (October through April) 450 lbs. 10-20-20 Fertilizer per ac. 2 tons agricultural limestone per oc \ - 2 tons straw mulch per ac. Seeded areas to be watered and cared for as necessary to provide gross emergence. I / X OD � \ 1 CONCRETE DITCH SECTION DITCH 1 AND ROAD SIDE DITCH L LINING L . 14 STANDARD DITCH SECTION DI TC H 2�\ 1 I-,'\/ t \ \ / DITCH Base B Q 10 Depth, D Lining, L Lining Depth, d 1 5 2.5' CONCRETE 2.5' 2 0 1.0' EC-2 0.8' ROAD SIDE DITCH 5 2.5' CONCRETE 2.5' Phase 1 Storm Inlet Summary STIR top to Cul out Str. No. Inv. In Inv. Out Top Elv, Type Throat INV (ft.) 7 - 717.00 - ES-1 -- - 6 -- 711.34 -- ES-1 -- - 5 710.49 710.39 717.77 MH-1 - 7.38 Q �G N A W V) J N J _j �za 3 z" O x f Wz ��z a o U, �IL v O 00 V � Q. 4 H d� Q *� a� O V) a N A (D Q 0 a > cV O I I -_1 N N a� o I I N w o O 3 0 r c L0� O ` N = cn + O �CY) 0. L,IJ 0 ' \ \ 1-1 ` I ! W 43-A-6. '\,"1 �ENOIR CITY COMPANY \\ � \\ V ro 43-A-63 Cn 0 ,/ \ \ \ ZONED: M I\\ s\ 1 y LENOIR CITY COMPA Z f COMMERCIAL & IND��TRI \\ I ` DITCH 2 \` AL \� \ � � ` ZONED: M1Cn W 4 \USE: , i ,, \ � 29. 04 AC. �� t \ I / USE: VACANT 0 Phase 1 Culvert Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 7 717.00 710.00 190.0 15 3.68 RCP 6 711.34 710.49 220.0 48 0.39 CPP 5 710.39 710.00 93.0 48 0.42 CPP NOTE ALL CPP IS TO BE GRUMPLER SMOOTHCORE OR EQUIVALTENT. DITCH \ \\ I \\ \ t DB: 344, PG: 235 Ur. C W 1 Ljj p F_ rRrA7MENT OF SrNA7 aFs THE SNKHOOLE SMALL BE CLEANED OF LOOSE SOIL, SOFT ROCK AND MISCELLANEOUS DE74R/S ro 7HE THROAT OF EACH 57NKHAL£. 7HE DrOAVAT7OW Sn/ALL EXPEND AWAY FROM THE CENTER OF EACH HOIL& AS NEGIEWARY, TO REVOVF ALL LOOSE SO'LS 7HE TNROA r of, THE 57NKHai %Au 7HE1V BE CLEANED our sum 7HA r THE SOW77GW CANTY AND SURRWND/NG RO6W IS EXPOSED. A7RACKNOE INLL LIKELY BE REQUIRED 70 PERFORM 7H£ EXCA VA7KMV HVW UPON CONPLE nON OF THE MAWHOLE EXCA VA 77OWS 7HE SINKHOLE SHALL BE BACKIWLED iW7H A REVERSE 6R4DIED R717ER 7HE F7LTER &&ALL GbWS/ST OF" PLACE wwr OF LAR16M SA7NE OR BGYJLDE7?S ►W7HIN 7NE THROAT OF 7HE SINKHOLE: 7HE DIAME7ER OF 7HE STOVE OR BOUtBERS S15/ALL BE AT LEAST OWE --HALF 7HE LHAME7ER OF 7HE 7HROAT OF 7NE MAWHGLLE: IF 7HE IMMEDIATE 7NROAr CAN NOT ar FI/LLY END OR IF A 96WIRCAN7L Y LARGE 7HROA r IS ENC VN7ERED, LARGE' BOULDERS CO'/B/NED Nl7H POSSIBLE LEAN CONCRE7E MAY BE REQUIRED IN 7HE BOr7VM OF" 7HE EXCAVA7ION 70 SDRVF AS A VERY LARGE COWGYWD?AX OF RESTRAINT MA7ERL/AL. 7HE ON SI7F GLF'07ECiHNICAL INS PEC70R SMALL SPECIFY 7HE MEASURES UPON /NSPSC77ON OF 7HE OPENED 7HROAr, AF7ER PLA"ETVT OF THE LARGTE`R S7i.YVE OR BCKILDERS THE RL7ER 9YALL COVSIST OF SEOUEN7)ALL Y-WALLER G1Ri'ADED S7VN£, SUCH AS VARIABLE S7E0 RIP RAP, FOLLONfD BY SU/R6F SrVNE. A NON-Nl7V£N iWOMMLE FABRIC (AMOCO 4557) MALL BE PLACiED PRIOR 76 PLACzwwr OF THE SJI/ALLER GRADE S7wE AND /r S7/OULD EXTS/VD UPWARD ALONG 7HE EXCAVAAaV AREA. AFTER THE RL7ER FABPIC HAS B&OV COMPLEM Y ORAPPED AROUND 7HE SI/ALUER LWADE S727N& THE EXCA VA7ED AREA SHALL THEN BE BACA77LLED AND COMPACTED WTH LOW PERMEABUrY SOIL 17NE 6 RAINED SOILS EXCAVATED fROI/ 7HE SINKHOLE AREA CAN BE REUSED Fa? 7HE BAQ1(RLL MA7FR/AL A MINIMUM OF 700 (2) FEET OF C0VPAC7ED SOIL 9YOULD BE PLACM OVER THE &?ADED R1.7ER AREA. UPON COWPLE7ION CF 7HE Eb400LL OPERATIOVS 7HE SURFA0F SHALL a CUM?M IWN A MINIMUM OF SIX (B) INAHES OF TCJWSOIL, AND GJ mm SUCfH THAT 7HE WA7ER KL FLOW AWAY FROM 7HESE AREAS IX. "M I PROP. MLL ODI FOM OR SRE aM M0131U ALL SOL FILL MAIBK S U E COIMS ' •' TO 00 W 1A60idIMRV MOM W 0e15{IP $QE : y :; ,' �' • • ',�. AS DEIQOO W 1EE SWDIWD FMCTt1R METHOD 011 D sale a n w M ICIRIX SOIL REVERSE WAM OUP F LTM WIN GR OR LEAN WICREIE CAR80NATE ROCK SOLUTION FEATURE REPAER 50 25 R4AVICSCWAF 0 50 loo ( //V FEET) 1 inch = 50 ft. 14 SINKHOLE 0 �\ IP t i X D SEDIMENT BASIN , + 7 \ Ash® TRAP 1 75' BRL - + + + +713 + TRAP02.60 / \ 1 s - r � _ � _ ,: yF � �1 ` I J \ �-•-SF=--- ram--S 1 1 5 /1 \ -yam1-713 SF -SF -SF --S�---S�-SF �' S Y SF--S�----SF--�-S SF---SF---SF ---S / �P / \ 4 ., _ -- MOM ROAD/ SIDE DITCH21 a I`- �g 2 .,J s M Q 18 U °d Ld � o Z ff O rn 0 Lij D O o N W 0 Q (0 O w LO V_ !_ + N L� o z CL J O z j- WLLI > w Q J 0 W _ iX a. cn ❑ V) cn `1' N 0 O W z < o O N < U W w N �- Z Z LLJ Y O O O Z W ❑ z a LLJ = c� J •- aD a_ a c m U Q C LL O O O 0 4 z Q) ?C Q N co O O O N 3 a N 2 a 0 c 0 c 0 D I 0 0 c 0 cM U C. (U U_c of O O a_ I c Q Nr Nr O_ co C3 O N v 00 3 U co LU 0 O N U 0 (U CL 0) Ll! O O 0) CM U 0) u. u1 TACKWELD ALL AROU #6 X 12- SPACER E (TYPICAL) BERM TOP ELEV. = B EMERGENCY OVERFLOW ELEV. = A R EMERGENCY OVERFLOW WEIR SECTION NOT TO SCALE Q #5 Bar E.F. )00 psi Concrete ,Ilor 12" thick I _ I concrete Cradle Roughen surface to ensure ti bond to anti -seep collar Q ANTI SEEP COLLAR DETAIL not to scale ANTI- VORTEX DEVICE DESIGN PRESSURE RELIEF HOLES 1/2- DIA. A O O PLAN VIEW If U BAR SIZE BAR MIN.) I RISER DIAMETER SECTION A -A TOP STIFFENER (IF REQUIRED) IS-X__x_ ANGLE WELDED TO TOP AND ORIENTED PER- (n) PENDICULAR TO CORRUGATIONS ISOMETRIC TOP IS -GAGE CORRUGATED METAL OR 1/8" STEEL PLATE. PRESSURE RELIEF HOLES MAY BE OMMITTED, IF ENDS OF CORRUGATIONS ARE LEFT FULLY OPEN WHEN THE TOP IS ATTACHED. CYLINDER IS GAGE CORRUGATED METAL PIPE OR FABRICATED FROM 1/8" STEEL PLATE. NOTES: 1. THE CYLINDER MUST BE FIRMLY FASTENED TO THE TOP OF THE RISER. 2. SUPPORT BARS ARE WELDED TO THE TOP OF THE RISER OR ATTACHED BY STRAPS BOLTED TO TOP OF RISER. CONCENTRIC TRASH RACK AND ANTI -VORTEX DEVICE DESIGN TABLE Riser Cylinder Minimum Top Diam., Height, Minimum Size in. Diameter, Thickness, inches Support Bar Thickness Stiffener inches gage. 12 18 16 6 #6 Rebar or 11A x 16 ga. - 1"A x 3/16 angle (F&C) _ 15 21 116 7 1827 166 8 " - 21 30 16 .11 16 ga.(C), 14 - ga.(F) 24 �L 36 16 13 27 42 16 15 36 54 14 11J7 #8 Rebar 14 ga.(C), 12 - ga.(F) 42 60 16 19 48 72 16 21 11/4" pipe or 11/4 x 14 ga.(C), 10 - 11/4 x 1A angle ga.(F) 54 78 16 60 90 14 29 11A" pipe or 11h x 12 ga-(C), 8 _ 11/2 x 1/4 angle ga.(F) 66 96 14 33 2"pipe or2x2x 12 ga.(C), 8 2x2x1/4 3/16 angle ga.(F) angle w/stiffener 72 (y2 10 14 36 w w w n 21A x 21A x 1/4 angle 78 114 14 39 21/2"pipe or2x2x " 1/4 angle 84 120 12 42 21h"pipe or21Ax 21Ax21hx 21/2 x 1/4 angle 5/16 angle Note,: The criterion for sizing the cylinder is that the area between the inside of the cylinder and the outside of the riser is equal to or greater than the area inside the riser. Therefore, the above table is invalid for use with concrete pipe risers. Nite2: Corrugation for 12"-36" pipe measures 2W x %"; for 42" -84" the corrugation measures 5" x 1" or 8" x 1". Note3: C - corrugated; F - flat. Source: Adapted from USDA-SCS and Carl M. Nenshaw Drainage Products Information. TEMPORARY SEDIMENT BASIN BASIN EMERGENCY OVERFLOW ELEV - A 713.30 TOP OF EMBANKMENT - B 714.50 TOP OF EMBANKMENT WIDTH (MINIMUM) (FT) - B1 8 OUTSIDE EMBANKMENT SIDE SLOPE (FEET HORIZONTAL TO I VERTICAL) - B2 3 INSIDE EMBANKMENT SIDE SLOPE (FEET HORIZONTAL TO I VERTICAL) - B3 3 RIP RAP VOLUME CL Al (C.Y.) - C NONE DISCHARGE PIPE DIAMETER (IN) - D 18 DISCHARGE PIPE INV. OUT - E 710.0 DISCHARGE PIPE LENGTH (FT) - F 185 DISCHARGE PIPE SLOPE (%) - G 0.27% DISCHARGE PIPE INV. IN - H 710.5 DISCHARGE PIPE TYPE - H2 CMP OUTLET STRUCTURE TYPE - I 6.0 ' Diz. CMP SP OUTLET STRUCTURE TOP - J 712.30 TWO YEAR STORM ELEV - M 712.51 TEN YEAR STORM ELEV - N 713.25 25 YEAR STORM ELEV - 0 713.47 CLAY CORE TOP - P 713.30 ANTI -SEEP COLLAR DIMENSION (IN) - Q NONE EMERGENCY OVERFLOW WEIR LENGTH (FT) - R 18 TEMPORARY PVC STUB INVERT ELEV.- S 711.70 TEMPORARY PVC STUB DIAM (IN) - T 10.0 TRASH RACK (TR) REQUIRED YES / NO NO DEBRIS CAGE REQUIRED YES / NO NO ANTI VORTEX DEVICE REQUIRED YES / NO YES BARREL LENGTH IN SATURATED ZONE (FEET) - Ls A DESIGN FLOW IN IN EMERGENCY SPILLWAY (CFS) 4 @ 25-YR OUTLET PROTECTION Q10 (Cfs) NA WIDTH (FT) TO PVD DITCH LENGTH (FT) TO PVD DITCH RIPRAP VDOT CLASS NA DEPTH (IN) NA CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4'Xe 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. _I �JIII �G! FLbW II 4 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. i FLOP 4. 94CKFILL AND COMPACT THE EXCAVATED SOIL EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC II- L WIRE I •1 1 w I,I�.t1.il.li�l1'.•1,�.•1 •.•�•1.•1.•�•1:•11:•�1:•1�:•1.•�•'••�.y�••.�•• �Ti��i1:�lii,ri,>rilF.�Ti�)�i,ri�ri�!}i�� SECTION B-B EMBANKMENT SIDE SLOPE HORIZONTAL (82) TO I SILT FENCE CULVERT INLET PROTECTION DISTANCE IS 6' MINIMUM IF FLOW j IS TOWARD EMBANKMENT L FLOW OPTIONAL STONE COMBINATION 1.0' 1.5' FLOW *VDOT J3. /3e7. #3, /36 OR g7 LA TO REPLACE SILT FENCE IN ' HORSESHOE ' WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from VDOT Standard Rmh and Va. DSWC OVERFLOW RUNOFF WATER WITH SEDIMENT �� �T NRTH GATE SEDIMENT •• SPECIFIC APPLICATION THIS METHOD OF INLE"P PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. • GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. EMBANKMENT SIDE SLOPE 1 VERTIC, PLATE. 3.08-1 >l� � ar » sores WIDTH OF TOP OF EMBANKMENT (BI) TOP OF EMBA MENT ELEV. (B) EMERGENCY OVERFLOW ROVIDED ELEV (A) _-- VERTICAL 0---- V.D.o.T CLASS Al RIPRAP (C) 1 i / .0. 01j,01 fE i g33 w LENGTH ° x 0 CLAY CORE TOP AT ELEV. _ (P)-/ N G DISCHARGE PIPE INVERT IN = N ARP Ck- n U w Z SEDIMENT BASIN OUTLET DETAIL FOR BASI DIVERSIONS Source: Va. DBAc Plate 342-1 MUM CURB INLET SBDn&NT AM= _ _'1�---`--, ill-� �Illl-- ''= ulllll=Jlll;( ITIIRS IIIIII �Iillll SPECIFIC APPLICATION THIS MEMOD OF INLET PROTECTION IS APPLICABLE AT CURB INUM WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. • GRAVEL SHALL BE VDOT #3, #357 OR 6 COARSE AGGREGATE. ICE: VA. DSWC PLATE 3.07- not to scale EMBANKMENT SIDE SLOPE HORIZONTAL (83) TO 1 VERTICAL EMBANKMENT SIDE SLOPE 1 VERTICAL STRUCTURE TYPE = (1) TOP= (J) PROVIDE ANTI VORTEX DEVICE IF REQ'D ACCESS TO STAND PIPE IS THROUGH TOP OF STRUCTURE 25 YEAR WATER SURFACE ELEV. = (0) 10 YEAR WATER SURFACE ELEV. = (N) 2 YEAR WATER SURFACE ELEV. = (M) TEMPORARY STUB DIA (T) WITH INVERT AT ELEVA71ON (S) DEWA7ERfNG DEVICE REMOVE AND PLUG FOLLOWING SITE STABILIZATION. PROVIDE CONCRETE AN77FLOTA71ON BASE AS REQD _- --8 FEET DIAMETER X 1.5 FEEET THICK STAND PIPE TO EXTEND 0.5 FEET INTO BASE EMBANKMENT TO BE PLACED AND COMPACTED IN 8" LIFTS NO TOPSOIL, ORGANICS, OR STONES GREATER THAN 6" DIAMETER SHALL BE USED. MATERIAL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AT PLUS OR MINUS 2% OPTIMUM MOISTURE CLAY CORE TO EXTEND 5 FEET BEYOND ENDS OF EMBANKMENT, AND 2 FEET BELOW EXISTING GRADE. THE TOP OF THE CORE SHALL BE AT ELEV. = (P) . DEPTH OF CORE TRENCH IS GENERAL, ACTUAL REQUIRED DEPTH SHOULD BE DETERMINED BY SOILS SPECIALIST AT THE 71ME OF CONSTRUCTION. MAXIMUM SIDE SLOPE IS 1: 1. CLAY CORE MATERIAL SHALL MEET THE FOLLOWING. UNIFIED CLASSIFICATION: SM, SC, ML, MH, CL OR CH. PAR77CAL SIZE: 957. PASSING 1/2" 51EVE. STRUCTURE PLAN NAME TRAP 1 TRAP 2 SEDIMENT TRAP TYPE Trap Trap OUTLET LENGTH, A (FEET) 12 12 TOP BERM WIDTH, W (FEET) 9 10 RIP RAP TOP WIDTH, B (FEET) 16 13 HEIGHT TO OUTLET BOTTOM, Ho (FEET) 3 1 HEIGHT OF BERM, H (FEET) 4 2 BERM TOP ELEVATION, C (FEET) 713.2 713.6 OUTLET ELEVATION, D (FEET) 712.2 712.6 WET STORAGE TOP ELEVATION, E (FEET) 711.8 712.3 BOTTOM ELEVATION, F (FEET) 711.0 712.0 S t0 Q O V- + N O o V) =E J U 5- O Q LI_J Ld I- w t0 O Q N U W O W Z G Q N C-) 0 O S N 6 Z Z Z Y Z 125 Q Li J w � _ 0 1 0 U - w I // // \ \\ i __--------------/ — - — --- -\I — / * -------------- --- *_/ / 60 / O1� �� - ----- / A aye /jib\�1\0 I 011 i 1 `-------------�\S -71s\ % ! 17 A NE � 1 G \ n V. 0. I rq a a\ J 1 \ I I \ate \ \\ \ \ \ I , \ 1, \ \ \ \ \\ \ \ \ 1 O N. iz i / O \ 1,500 SQ. V. ca \ / OFFICI,/ CI \ ". ,. .O. \ 1 7— --- ------ — ----- -----1 p / AID \\ `\ O O It I ) \\ \ 1 ------------------------------- 7 �� t 4 . 5'46" \\ l 879.83' EX. TYSON DRIVE L TYSON DRIVE EXTENSION 80' R.O.W. _ " _ 25 M.P.H. 80' R.O.W. 25 M.P.H. (1600 T.P.D.) c Prune codominant leaders Prune rubbing or cross branches DO NOT stake or wrap trunk unless necessary Remove all tags and labels DO NOT prune terminal leader or branch tips I / Prune narrow crotch angles and water spouts Prune broken branches V " Prune suckers Cut away all balling ropes 2'-3" mulch kept away from trunk Remove top of wire basket Soil well to contain water UNAMENDED backfill soil �< � •� ''. 't \� _.. t.i b: vim; • • •• Widen and score hole wall Q°' • Partially backfill, water to "' settle soil, finish backfilling Remove container and cut circling Area for water drainage Leave solid soil pedestal — do roots if container —grown, or as much not dig deeper than ball depth burlap as possible if field grown Dig hole 2-3 times root ball width TREE PLANTER DETAIL no scale PLANTING SCHEDULE BOTANICAL COMMON NAME SIZE SPACING QUANi1iY ivQU00S PALUSTRIS PIN OAK 2' CAL 0 6' HIGH AS SHOWN 34 W GLEMSIA 1RUICANTHOSINERMIS THORNLESS HONEY LOCUST 2' CAL 0 6' HIGH AS SHOWN 34 SEEDING REQUIREMENTS AFL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM 6 OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SQ. FT. 1 LB. ANNUAL RYE PER 1,000 SO. FT. 70-120 LBS. MULCH PER 1,000 SQ. FT. FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SQ. FT. MAINTENANCE OF LANDSCAPE NOTE: ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER. ALL PLANTINGS SHALL CONFORM W/ 165-36B OF FREDERICK CO. ZONING ORDINANCE. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. . R4PH/CSeWIF 50 25 0 50 100 /N FEET ) 1 inch = 50 1`t_ z w M ME 0 C) Z 0— C) (� U U LLJ W o � w V) 5 w W. 01 1 i• � • i ��r.�1�71�j � _•�i U W 7 O CK IL z V) w 0 (� CL U Q) N d C— tli Q Q O 0 N Q p J L N C: ' ON L 0 i. D _ (n O *0 a) .«, C Q' aW _! D M -N \v a) Cn o a� _ N O) Io N M � p Q — d Q > N O 1 (D CD Q) I I w -C 0 C Ln Lc) H LL. r C-4 LO III 0 '7 W F- Q 0 _ W U) J O O N C U 0 N Z o Y O Z LLJ_ W o c.) �A m a. c tv 0 77 cQ a m LL of 0 0 v 0 a �I m Q v iD of cfl 0 0 N d' 0 3 a J O O 0 c m 0- rn c w 0 0 rn U O a. .M 1 725 720 1 715 I710 1 705 I N w o_ O d 0+00 0+50 1+00 1+50 O -- —IPRI)P-.-G-R -D EX GRADE J/ _1 36g 0 �g -- z a 3 z OLLJ O F— X wW O >_ II �I w z 00 ` z 006 a0 1 O oZ±_ a 1 725 - 720 715 710 705 O O n n 725 720 715 705 w Ii o c2 a im I — et = �o +> M Z 0+00 0+50 1 +00 1 +50 2+00 2+50 3+00 X. GRADE STORMSTORMWERSEPROFILES 10 715 710 z 8 705 co GRADE a O I'- O � �O >: p Z 0+00 0+50 3 w a O a_ VA I : 1p, 1 i , • • ..! C4 4.1 ---- PROP. SRADE -4.1 I IC_ - _ - - P 3 " CPP 106' 0 0. 33 % 0" CP 308' 0.33 1 " CPP 27 ' ® .33 i 2 8, m _ _ L 0.33 PR OSED " WA R ME3 " CPP PROPOSED 1T WATER LINE 3+ 7.32 INV.=706.37 N-DR[-EXTE S10N-'fi2" - - 0+13.00 INV. 704.4 .— N04 M I 1 �- - I I• U Uapcn 00 ,d��r� U� co n N OMp�7 O — �� _L]_—I-� OOi O - O 00 n- I� c) I co Cl 1 cp I I o it 1 rri i II N I\ II oar II = cocc II o00 II 0 II w o II ? a r` 11 ZO L • II O emu; II Zo a II ZO + CL 0 C4a- » o- � > 0 00 » O �- » O oC,z "o+ol-,zZ_ 2+oz mom+ zz � ozZ 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 STORM SEWER PROFILES U cV O M � M ollo oo> 7+50 8+00 8+50 9+00 9+50 10+00 10+50 715 710 705 700 PROPOSED 8" WATER LINE 1 +25.88 INV.=711.13 5' 02.00 % 4" PVC O aim O O N Ui OO O n UOF- o o O o+zU.- 0+00 0+50 1+00 1+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 STORM SEWER PROFILES U cV O M � M ollo oo> 7+50 8+00 8+50 9+00 9+50 10+00 10+50 715 710 705 700 PROPOSED 8" WATER LINE 1 +25.88 INV.=711.13 5' 02.00 % 4" PVC O aim O O N Ui OO O n UOF- o o O o+zU.- 0+00 0+50 1+00 1+50 NO SANITARY SEWER PROFILES GRAPHIC SCALE 50' 25' 0' 50' 100' 1 INCH = 50 ft. HOR/Z 1 INCH = 5 ft. VERT. A W J� - N J Z � ui irow V) z N � �W � _ w O a_ w 00 N� d ++ L m Q a C � o H TN fA _0 N rn "Q p o � N o J U I I c0 (o N o I I y w .c o 0 7 r c � �� U. N i Z O A L N ai L C O a� � N d Q' aW J � D m U U W c Z O ff G U W O tr � Q 0 + N U') LL_ _ >- TII 00 Z j w F_ LA O Ir w -� W F- Q D Q U = a o Co cn w o� z O Q UU 3 3 O N OOz Z Y Z W � _ JA Z 0 0 0 L� r a� CL a C m 2 cM U (13 _C LLI O O O 0 CL 2 �I tT C cc-12 PERMISSIBLE A CONSTRUCTION JOINT 15 DOWELS, 8" LONG 0 12' C-C MAX B 1 - g I TRUNCATED DOMES A SEE SHEET IOF 4 FOR DETAILS TYPICAL DESIGN 8' 0" 4'-0" BACK OF CURB 121 MAX. 484 MAX. 20: 1 51,31 2 SECTION A -A zfPERMISSIBLE CONSTRUCTION . JQNNT •, - f SECTION 6-6 1p:1 MAX) 10:1 MAX NOTE: FOR GENERA. NOTES ON THE DETECTABLE WARNING SURFACE. ALTERATIONS SEE SHEET IOF 4. A 4'SOUARE LANDING AREA OUTSIDE OF X TRAVELWAY SHALL y THE MARKED wlrrna 3 CROSSWALK AREA. 3 V) Y) to �p ¢ � 0= v V) v to O CROSSWALK 0: CR K TYPICAL PLACEMENT OSSWAA TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) THIS (ESCHN TO (E USED FOR CONSTRUCTION THAT "CORPORATES WIDER SIDEWALK. LANDING (48" WOE) REQUIRED AT TOP OF CURB RAMP. MNWUAI CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION.6 FEET FOR ALTERATIONS. SHEET 2 OF 4 �° CC-12 DETECTABLE WARNING SURFACE �z TYPE A (PERPENDICULAR) APPLICATION NEW 7/05 VIRGMHA DEPARTMENT OF TRANSPORTATION 203.05A xx STREET APPROACH SAKE A RS RFWACNG AS MAINLINE (RADIUS TO BE AS )q C C TRAMSSHOWN ON PLANS1 �TRAMSTO BE AS f CURBB A D GUTTE SHOWN ON PLANS) CLb. ASS A3 ''�, a �•��' �� SIDEWALK I (D I : (H E S 1 • * , s '�• " .-. 6» OPTIONAL 6- CONCRETE �' FLOW LINE EXPANSION JWT OEXPANSION JOINT i5 SECTION C-C ROTE= WIDTH -9- 2'-0- OR AS W MA•LINE ROADWAY 61 SHOWN ON TYPICAL SECTION A -,,I PLAN VIEW ® CONSTRUCT GRADE CHANGES WITH A PARAMIC CURVE. ®WHEN THE ENTRANCE RADICA•..)T ACCOMMODATE THE TURNING REQUREMENTS OF ANTICIPATED HEAVY t0, PARABOLICTRUCK CURVE TRAFFIC THE DEPTH FOR SIDEWALK 6 CURB {HIN M8 E LUIS OF THE RApHSHOULD BE z MAX. SHOULF DLL CHANGE �.�+�''� " INCREASED TO tIQEDGE NNOFA oPE ® '---- -- -r D BUILTES STV.CG-njS USED FOR RTS�, MAINLINE ROADWAY -.. - "-'� -� -�• -- -- N CN04NAXNCTION WITH VDOT PF,+)JECPLEASE - _ D NOTE THE FOLtOWNG7 OAEMAX_ CHIJNCF 5'MIN. 40'AALFOR STREET X� E MAINLI PAVEMENT SHALL BE CONSTRUCTED ` D TO THE R/W LINE (EXCEPT Af! SUBCRADE om STABLIZAT04 REOUREO FOR MAINLINE DES1RABlE FOR C PAVEMENT WHICH( CAN BE OWTTED N ENTRANCE THE ENTRANCE) SECTION A - A ® RADIAL CURB OR COMBINATION CURB GUIDELINES FOR GRADE CHANGE 0 ANDRUCTED THEE RER SfW LINE CEPTIN FOR REPLACEMENT PURPOSES. WHEN USED N CONA MTION WITH STANDARD ENTRANCE vOLUrE OESNRABLE MAx•pAK CG-3 OR -7 THE CURB F ON THIS SUMNDARD OBE AAOJVSTE TO MATCH THE ANT CURB CO►aFHGVRATHON. H•CH IMORE THAN 1500 VPD) 0 x 3 C FOR OESX�R MEDIUM (500-tsbD VP01 S 3 X 6 x TO BE USE TTHG INST DRAMA LOW (LESS THMI 500 VPD) s a I a I )K PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS ENTRANCE. •�THE f OGWVLTTERUTO PORINATK)N M UOE PONDNG OF WATER SPECIFICATION METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES REV.7/0t VIRGNA OEPARTWNT OF TRANSPORTATION 203 04 L NOTES DI-7,7A76 1. DEPTH OF INLET (H)TO BE SHOWN ON PLANS. B i B 2. THE "H" ONENSION SHOWN ON THE STANDARDS _--- i - -= ( AD UREID FROM ON THE PLANINVERT F T BE i �` MEASl1RED FROM THE INVERT OF THE OVTFALL PPE TO THE TOP OF THE STRUCTURE. PLAN "H" DIFNSIONS ARE APPROXIMATE ONLY ------- i ------ FOR ESTIMATING PURPOSES AND THE ACTUAL DIMENSIONS SKULL BE DETERMINED BY THE CONTRACTOR FROM FELD CONDITIONS. MAXIMUM DEPTH (KO TO BE 12'-B. PLAN 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS (COVER REMOVED) TO BE SHAPED N ACCORDANCE WITH STANDARD A•4'-4" (12" - 36" PIPE) (COVER REMOVED) IS-1. THE COST OF FURNISHING AND PLACING ALL 8-3'-0" (12" - 36" PIPE) GROUT MATERIALS INCIDENTAL TO THE SHAPING IS TO BE A•4•-10" (42" PPE) B•3'-6" (42" PIPE) CONCRETE COVER INCLUDED IN THE UD PRIEN FOR THE STRUCTURE. (FOR 4. IN THE EVENT THE INVERT OF THE OUTFALL CONCRETE COVER ETDETAILS OF 3SEE PPE IS HIGHER THAN THE BOTTOM OF THE (FOR DETAILS SEE o AGGREGATE. STRUCTURE, THE INVERT OF THE STRUCTURE SKEET 2 Of 3) SEE NOTE7. SHALL BE SHAPED WITH CEMENT MORTAR TO -- AGGREGATE. SEE NOTE? PREVENT STARING OR POtDNG OF WATER j IN STRUCTURE. THE COST OF FURNISHING �!^ ' WEEP HOLE. W `� 1 WEEP HOLE. AND PLACING ALL MATERIALS INCIDENTAL TO SEE NOTE 8. 2 SEE NOTE e. THE SHAPING IS TO BE INCLUDED IN THE 80 > I I LIFT HOLES PRICE FOR THE STRUCTURE. ' STEPS. SEE NOTE S. 5. STEPS ARE TO BE PROVIDED WHEN H IS W-D" OR GREATER. FOR DETAILS SEE STANDARD ST-1. 6. REINFORCED CONCRETE FOOTING MAY BE ( PRECAST OR CAST-N-PLACE. TWO LIFTING, 1 1 X i p i X HOOKS OF FABRICATORS DESIGN TO BE PROVIDED N PRECAST FOOTING 7. 4- DEPTH AGGREGATE 168.078, OR 08 X 6" WIDTH. • =" ='• •• 8. 3" DIAMETER WEEP HOLE WITH 12"X12" PLASTIC SEE NOTE 4. HARDWARE CLOTH 1/4" MESH OR GALVANIZED SECTION A -A SECTION B-B STEEL WIRE.I4ININIJA WIRE DIAMETER 0.03" NUMBER 4 MESH HARDWARE CLOTH A99&ED CAST IN PLACE PRECAST FIRMLY To THE OUTSIDE OF THE STRUCTURE. FOR USE WITH 12" TO 42" PIPES RECOMMENDED MINIMUM HEIGHT CHART PPE SIZE H DMENSIOH CONC. CORK. METAL 12" 2'-6" 2'-5" 15" 2'-9'/4- 2'-8" 18' 3' 0%:" 2'-TT' 21' 3'-34" 3'-2" 24" 3'-7" 3'-5- 27" 3'-101/4" 3•-8" 30" 4'-4/2" 33" 4' 43�i' 4'-2" 36- 4'-811 4' S' 42- 5'-2%Z 1 4'-t1" SPEff1Gp1D11 1IQTA.•t;: 241 503 NOTES (COAT.) 9. THE TYPE OF MET (PRECAST OR CAST IN PLACE). DETAILED HEREON, TO BE CONSTRUCTED, WILL BE AT THE OPTION OF THE CONTRACTOR- 15. OI-7-------- NO CUTTER 10. FOR DETAILS OF CONCRETE COVER.COLLAR AND DI-7A------- SINGLE GUTTER WHEN DROP INLET GRATE AND THE METHOD OF PLACING APPROACH IS ON A CRAM. CUTTER SEE SHEET 2 OF 3. 04-78------ DOUBLE GUTTER WHEN DROP INLET It CAST -IN PLACE CONCRETE IS TO BE CLASS A3 IS N A SAG BETWEEN TWO GRADES. (3D00 PSI). PRECAST CONCRETE IS TO BE 4000 PSL 16. FOR DETAILS OF PRECAST DI-7 NOT SHOWN HEREON SEE PRECAST UNIT ASSEMBLY DIAGRAM.PAGE 103.01, 12. CONCRETE OUANTITES SHOWN ARE FOR INDICATED FOR PRECAST GENERAL NOTES, PAGE 103.02 AND FOR DEPTH (H) WITHOUT PIPES. THE NAOUNTDISPLACED APPLICABLE PRECAST BASE, RISER RAID TOP DETAILS. BY PIPES MUST BE DEDUCTED TO OBTAIN TRUE QUANTITIES. FOR INLETS OF PAGES 103.07 THRU 103A2. OFFERENT DEPTHS ADD OR SUBTRACT THE ri. CRATE BARS TO BE PARALLEL TO DITCH FLOW. MPROPIATE CUBIC YARDS OF CONCRETE FOR EACH FOOT Of DEPTH. 0. PAVED DITCHES ARE TO BE TRANSITgNED TO MEET INLET GUTTER AS SHOWN IN STANDARD PG-2A $4. PROVIDE SAFETY SLA85 WHEN SPECFED ON THE PLANS. INCREMENT PER FOOT OF ADDITIONAL DEPTH (H) Q 0,362 CU. YDS. (12" - 36" PPE) e 0.410 CU. YDS. (42" PPE) SHEET 1 OF 3 STANDARD MEDIAN DROP INLET 12" TO 42" PIPE VRGNA DEPARTMENT OF TRANSPORTATION 104.22 PIPESZE t5" 18 24" 30" 3N3" 42" MINIMUM DEPTH 2,_0" " '/:" 3 T• 3 4' 2" 4'-8'/2" CONCRETE 947 t045 1.143 1.339 1.515 1 1.731 1 1.927 NOTES: 1. THIS ITEU MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB L GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL BE PAID FOR AS RADIAL COMBINATION CURB L GUTTER. 4. FOR USE WITH S7AIBIL12EO OPEN -GRADED DRAINAGE LAYER THE BOTTOM OF THE CURB AND CUTTEBE CONSTRUCTED PARALLEL TO THE SLOPESUBBASE COURSES AND TO THE DEPTH OF THE PAVEMEHI. 5, THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH( OR 2' R LESS N DEVELOPED URBAN i SUBURBAN AREAS. F THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-7 IS REOUIREO. D I 6 • a • w s ♦ w o G p D D D THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MNNAIM DEPTH OF 7" IS MAINTAINED. INS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR SPECIFICATION REFERENCE COMBINATION 6" CURB & GUTTER 105 502 VRGNA DEPARTMENT OF TRMISPORTAT! Ni 20t.03 IIIIIIIIIE INSERTABLE SHEET A 153 GALV. L2' GALV. MC6X121 BARS A 1 D. ;.• BARS B �I ' 0 10" C-C BARS C C-C BARS A I•s-E 3' _7 D WD TYPICAL o a' C-C E SECTION B-B COLLAR '« -7- r-4" r-o" BARS A -I L 21/2-x2%2-X1/4- CALV. AAW0A0CH iV io SURFACE CALY. WAX12 GkVANIZED MC 6 X 12 1 } - a WARPEWD��p SECTION D-D f _ - > = 9A6" C-C SURFACEBEFORE r 9" io + 2 GALV, 3" DIAMETER B B ARSE 06" C 1 CALV. 1vElD ALL WEEP HOLE MC6XI2 SEE NOTE 8 SCIO SHEAR SECTION C-C - CONNECTOR ODECREASE TO r To COLLAR. FRONT ELEVATION WHEN INLET IS USED SECTION E-E OI-2A 01.28 WITH t�1A115. WARPED CUTTER �Sr l r BARS A-1 APPROACH GUTTER 7` I r s I 1 1 1 iv 7a 11/4` 1 1 I �p EPHOLE I 4.21 "x "xV4- 1 FloW N c BARS A l SEE NOTE 8 1KNTX�XTES vb'- I%�• I SLOPE OF _ _ 1 B APPROACH SUIWAC IDARS■ L . FOR USE ON GRADES 8 • • y X4" TLID ■ ID" C-C 1 �ARs c �►•L 0-2C ( L "1 eAtS e" C "HEADED 0 I RON a r C•c TYPE A s�� TYPE B 1 I •' STEPS NOSE DETAILS EL411 if L-TSEE ROTES TYPE A NOSE DETAIL SHALL BE USED WITH CG 7 STANDARD TYPE 8 NOSE DETAIL SHALL SE USED WITH CC•6 STANDARD GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE FOR USE N SACS SECTION A -A OF 66.30'AM IS To BE ANCNORED WITH WX4" STUD BOTH SIDES TO BE SYMMETRICAL FOR STEP DETAILS SEE STD.ST-L SHEAR CONNECTORS WELDED TO BENT PLATTEE AT r C-C. SHUT '°` 2 STANDARD CURB DROP INLET REFER"N 12" - 24" PIPE: MAXIMUM DEPTH (H) 9' 233 104.03 VRGNA DEPARTMENT OF TRANSPORTATION 302 rL NOTES: 1. IN NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FILL SLOPE, DITCH SLOPE.OR SHOULDER. 2. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 3. ALL CAST IN PLACE CONCRETE TO BE CLASS A3.FOR PRECAST SEE SHEET tOl.12. 4. THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND SKEW ANGLES TO 15•. 5. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT OR WNGWALLS OCCUR. FOR CONCRETE PIPE 0 S G L CUBIC YARDS CONCRETE ONE DOUBLE ENDWALL INCREASE FOR EACH ADDITIONAL PIPE o b 12" 1'-10" 2'-0" 5'-10" 0.324 0.088 0' ." 07 15" 2'-3" 2'-6" P-3" 0.671 0,179 O'•1." O'-1' 1$" 2'-81, 3'-01, 8'-8" 0.941 0.244 0'-2" D-4 " 11'-6" 1 763 0.444 O'-2 " 0-2" 227T"'" OR 30 4'-4" 5' 0" 14'-4" 2.730 0.863 33" OR 36" 1 5'-2" 1 6'-0" 117--2"1 3.854 1 0.907 01•3 4" b SHAPE TO BE BEVELED L_- _____--- H WITH MORTAR I I FLOW 1 DO NOT BEVEL INVERT 1 1-- - - - --- IF 6. BEVEL EDGE 1S REQUIRED ON THE HEADWALL AT THE INLET ENO OF THE CULVERT (WHERE THE FLOW ENTERS THE CULVERT). 7. HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE EDGE OR BEVEL EDGE. B. ON SHALLOW FILLS WHERE ENOWALLS ARE I* OR LESS BELOW SHOULDER LNE.THE` TOP OF THE ENDWALL SHALL BE CONSTRUCTED PARALLEL TO THE GRADE OF THE ROAD. 9• Yq' CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. X). QUANTITIES GIVEN ARE FOR ONE ENDWALL. PLEASE REFER TO STANDARD EW-1, SHEET 101.01 FOR ALL DIMENSIONS NOT GIVEN IN TABLES, FOR CORRUGATED METAL PIPE D S C L CUBIC YARDS CONCRETE ONE DOUBLE INCREASE FOR EACH ADOI110NA1 PIPE o b 12" 1'-7" 2'-01, 5'-7" 0.344 0.087 0-4/4" 15" 1'- 94 2' 6" B'-1 " 0.696 0.175 0'-t 0' t 4" 18" 2'-4" 3'-0" 8'-4" 0.980 0.241 0'-2" 0'-1 24" 3' 1" 4'-0' 1T-1" 1.840 0.442 0'•2 0' 2" 27" R 0' 3'-10•' '-O" 1 3•-10" 2.868 0.670 0'-3 0' 2 " 0.93t 0' 3 0'•3" - -- sn""`"'CH STANDARD ENDWALLS FOR MULTIPLE PIPE CULVERTS Rf N f NE1ACf 105 12"- 36" PIPE 302 VRGINIA DEPARTMENT OF TRANSPORTATION LOLL n SEE STANDARAD SL-IFOR APPLICABILITY OF SAFETY SLABS. STANDARD MH-1 NDTEt FRAME f. COVER THE T0P OF MASONRY ADJUST ENTLY LOW TO JAD IJSTKENT OF COVER �GRADE ^ ASS 09KCTEDD BY SHEET 1 OF 5 REV. 7/N)1 106 01 6 SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK TOP AS DETAILEI 10 1-MH4-2 MAY ) FOR TAPERED EN APPROVED B HALF PLAN VIEW HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE NOTES: 1. oUANT1TES SHOWN ARE FOR UA*ME WITHOUT PIPES, THE AwOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO TABLE OF QUANTITIES DEPTH BRKX MANHOLE CONCRETE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YARDS 4 0.785 1.437 s 0.7 0.785 1.6 6 0.9 0.785 1.961 7 to mm 2.223 8 IL2 0.785 .485 9 1,4 0,783 2.747 10 11 1.6 t9 Q.m 0,970 3.009 3.455 12 2.2 0.970 3.817 13 2. 70 4.172 14 2.8 0.970 4, 1 15 3.1 0.970 4. 18 3.40,970 t7 4.0 1.17 "ENT 14s0562 OBTAIN TRUE QUAANTITIE5. 2. A BASE T►•CKIESS OF 9" WAS USED N COMPUTING CONCRETE OUANTITES. 3. INNCRIMW3 TO OE AMP FOR EACH ADDITIONAL FOOT OF DEPTH. 4. MATERIALS MAY BE CONCRETE OR APPROVED CONCRETEMMAF�KOIE BLOCK. S F BLOCKS ARE USED THE M umm THdCNESS OF SALE IS TO BE S". OTHER THICKNESSES ARE TO CONFORM TO WALL THICKNESS SHOWN FOR CONGRLTE. 6. ALL CONCRETE TO 6E CLASS A3. ?.WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED N ACCORDANCE WITH STANDARD MS-t THE COST OF FU N 04W AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCIUDEO N THE BID PRICE FOR THE STMACTLOM MANHOLE FOR 12" - 48" PIPE CULVERTS VWNA DEPARTMENT OF TRANSPORTATION SECTION B-B DETAIL 2 NON 3S SECTION A -A SECTION A -A s NOTES: 1- FOR MULTIPLE LIE INSTALLATIONS DIMENSION S 1S TO GOVERN THE PROTECTION OUTSIDE THE CHANNEL WIDTH (W). 2. ON ANY SECONDARY ROADS MTALLA71ON REQUIRING EROSION CONTROL STONE WHERE NO ENDWALL OR ENDSECTION IS SPECIFIED ON PLANS. CONSTRUCTION IS TO BE N ACCORDANCE WITH DETAIL 2 SHOWN ABOVE. 3. GEOTEXTILE FABRIC TO BE INSTALLED UNDER ALL EROSION CONTROL STONE N ACCORDANCE WITH THE SPECIFICATIONS. 4• S - DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX• ELLPTICAL OR ARCH CULVERT. H - DIAMETER OF CIRCULAR CULVERT OR RISE/HEtCHT FOR BOX. ELLIPTICAL OR ARCH CULVERT. S. USE TYPICAL SECTION SHOWN ON PLANS OR FOR SDESLOPE. BOTTOM WIDTH AVID DEPTH OF CHANNEL, MATCH EXISTING DITCH OR NATURAL GROUND. �• DEPTH EC-1 ro" CLASS I 2' CLASS 1 3' w°'°� STONE FOR EROSION CONTROL 204 245 VIRGNA DEPARTMENT OF TRANSPORTATION 303 tt4,Ot t- FLOW LINE OF PAVED DITCH - F B ENERGY DISSIPATOR PAY LINE I1 EG-t1A NOTES: AMOUNT OF PAVED DITCH REPLACED BY "ENERGY DISSIPATOR" TABULATED BY DEPTHS AS SHOWN IN STANDARD PG -?A. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. SMOOTH CONCRETE TO BE CLASS A3 IF CAST IN PLACE, LS 0 12" C-C BARS B FOR PRECAST SEE SHEET 111.02. BARS ET A THE pR D2E SIGN MAY SLOPES. BE USED ON EITHER I I I ®AIRS E2 EG-I-ENERGY DISSIPATOR WITHOUT GRATE BARS BARS E2 EG-IA-ENERGY DISSIPATOR WITH GRATE. 5 A BARS Et % � % % % m m m m m L-v-- B PLAN VIEW (NO GRATE SHOWN) GY DISSIPATOR APPROXIMATE QUANTITIES CONCRETE REINFORCING STEEL CU. YDS. LBS. ENERGY 2.1 0.7479 61.20 DISSIPATOR 1y2:T 0.5921 1 57.63 PAY LINE SHIM OR GROUT TO SEAT ANGLE IRON 1 �It FOR OLT ANGLE IRON TO CONCRETE SCH EDULE OF REINFORCING STEEL LENGTH SPACING MARK N0. SIZE SHAPE 2:1 1 1 1/2:1 C-C Al 8 2'-10" 2'-10" • 3 8" STRAIGHT A2 4 2'-61/41' 11-101' • 3 8" STRAIGHT A3 4 T--O)40'-101, # 3 8" STRAIGHT B 6 3'-9" 31-9" • 3 8" STRAIGHT C 8 3'-8" 3'-8" • 4 2%2" STRAIGHT D1 4 11-21/21 1 0'-8" 113 B" STRAIGHT D2 4 V-61/2" 1'-S/=' N 3 B" STRAIGHT D3 4 1'-10%2-' V-711 0 3 B" 1 STRAIGHT 04 + 2'-2f2-' 2'412' 43 8" STRAIGHT Ds 4 2'4/2' 2'-6" M 3 8"' STRAIGHT Et 4 V-111/2` 1 1'-11�2" A 3 8" STRAIGHT 8" STRAIGHT SS'� q BARS £2 SLOPE 1 : t' 7" BARS B WELD PIPE TO BPIP OLT E - ANGLE IRON TO CONCRETE 51(2,1 SLOPE) I FOR 2:1 SLOPE L-5'-7" 3'-911 (4 4 SLOPE) PAY LINE SHIM OR GROUT TO SEAT ANGLE IRON 1 �It FOR OLT ANGLE IRON TO CONCRETE SCH EDULE OF REINFORCING STEEL LENGTH SPACING MARK N0. SIZE SHAPE 2:1 1 1 1/2:1 C-C Al 8 2'-10" 2'-10" • 3 8" STRAIGHT A2 4 2'-61/41' 11-101' • 3 8" STRAIGHT A3 4 T--O)40'-101, # 3 8" STRAIGHT B 6 3'-9" 31-9" • 3 8" STRAIGHT C 8 3'-8" 3'-8" • 4 2%2" STRAIGHT D1 4 11-21/21 1 0'-8" 113 B" STRAIGHT D2 4 V-61/2" 1'-S/=' N 3 B" STRAIGHT D3 4 1'-10%2-' V-711 0 3 B" 1 STRAIGHT 04 + 2'-2f2-' 2'412' 43 8" STRAIGHT Ds 4 2'4/2' 2'-6" M 3 8"' STRAIGHT Et 4 V-111/2` 1 1'-11�2" A 3 8" STRAIGHT 8" STRAIGHT SS'� q BARS £2 SLOPE 1 : t' 7" BARS B WELD PIPE TO BPIP OLT E - ANGLE IRON TO CONCRETE 51(2,1 SLOPE) I FOR 2:1 SLOPE L-5'-7" 3'-911 (4 4 SLOPE) SS'� q BARS £2 SLOPE 1 : t' 7" BARS B WELD PIPE TO BPIP OLT E - ANGLE IRON TO CONCRETE 51(2,1 SLOPE) I FOR 2:1 SLOPE L-5'-7" 3'-911 (4 4 SLOPE) FOR 11/2=1 SLOPE L-4'4" SECTION A -A CUT PIPE TO FIT 1M •�- 11-01• 1'-011 1'-0" SLOPE ANGLE '" ANCHOR BOLTS TO ELEVATION " TYPE FOR ~' L 5"x3%2'xM/a" GALY. BARS D E HOOK NEW CONSTRUCTION VIEW BARS C t jry BARS A3 AHO EXPANSION TYPE FOR RETROFIT. i0 1 �•. BARS A2 - 0 1 Y • 3" DIAMETER o a :': '• :,'_ :.` : BARS Al STANDARD PIPE DIA. HOLE • FOR DtA_ DIME ;' ` BARS At ARC149 BOLT AN PLAN BOLT PLAN VIEW 16-1 3' 0" 1 6.1 r r SECTION B-B SAFETY GRATE DETAIL RE STANDARD ENERGY DlSSIPATOR FOR USE WITH PAVED PLUMED 502 VIRGINIA DEPARTMENT OF TRANSPORTATION i11.01 Q +. Q) p 0 o N �N cy) 110 � Q p 0� N O J I I 06 CD s` Q) I I Nc: L,_c00 ii n _ H U. N � Z 0 L cn 0 a� 4 C CL LLI J O W Z g J W U (n W J Z D m � U I-_ U °d ui 0 0 I-_ U Ld yj 0 W `O Z o + N Q w O > FW- Q Q) W (ten a uvi v=i I w � � L, o 00 Z C) Qo V 3 c U N Z O Z L y o0 Z ZW 0 ry 0 _ U --I - METER BOX and COVER METER SIZE METER BOX METER BOX COVER 5/7x 3W or 314' 18 In. Dia, Non Traffic 74M32CRG Traffic A321-1H T 1• 24 in. Dia. Non -Traffic MG30 (Frame) WITH RML-1-T (rop Lid) Traffic MG30 (Frame) WITH RML-12-T (rop Lid) treated 2 x 4' with meter box top 6' painted blue and per finished grade •Sklewalk�5 ft 24' 1 meter Inished 3' atone 18'-21' \ F. .SA :. \ grade surrounding box < \� 1CTS polyethylene .:... ....... • — tubing (PET) 200 �� psi with SS inserts ::::::•:.: • •:• :::.. \ 12' r\ at all connections :::: ::•::::.. COPPERSETTER meter see Opposite Side Same sae 51W x 3/4' VBHC72-18WD44.44B4 VBHO82-IOWD-4444-84 3/4' V13HG72-18WD4444-B4 VBHC82-18WD4444-B4 1' VBHC74-15VVD44.4434 -N/A- INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to installation. 2. Water service crossing street: a) Encase in 3' diameter SCH40 PVC or SOF121 pipe. The piping shall nm from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. b) Install 12 gauge Insulated copper wire (for line tracing) from Corp, stop to Into the meter box [wrap wire around cop. stop; wire to be taped to top of PET at 10 toot Intervals; come up Into meter box and terminate level with angle ball valve]. 5/8" x 3/4", 3/4" AND V METER INSTALLATION -%- SEP 05 at STANDARD fill 24' select badAgl s, All backfill to be compacted to 95% of ASTM D698 maximum density. 6' CONCRETE ARCH it 24' seled bac kfill CONCRETE ENCASEMENT TRENCH & BEDDING -1- L� Both joints of the fitting shelf be restrained. In addition, all joints within the recommended length (L) on the large side of the reducer shall be restrained. SMALL SIDE RESTRAINED LENGTH OF PIPE (Ft) LARGE SIDE JOINT PVC DIP JOINT s' e' to' 12' s' e' to' 12' 6- -- 40 60 60 -- 20 40 40 8' -- -- 40 60 -- -- 20 40 to' -- -- -- 40 -- -- -- 20 REDUCER L �L r.tr L� 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- 10- 12- 6' 1 8' 1 to- 1 12- 60 60 80 100 40 1 40 1 60 1 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS 1 OF 3 -2- 4' select ackffil 2 O.D. SEP 05 SEP 05 6' dia. schedule 40 steel pipe filled with concrete and Painted yellow finished grade 18' dla. concrete erwasemertt as required min. - 6' max. stone to be minimum of 6' above top of bass stone joint pad 1'-6' dla. x W deep �'�"�--• 4' stone screw type adjustable valve box i—locator marker mechanical joint swivel tee with 6' branch FIRE HYDRANT ASSEMBLY -1 a SEP 05 In addition to restraining each joint of the tee, (1) any joint that falls within the recommended length on the branch outlet (Lb) piping shall be restrained, (2) any joint that falls within the recommended length of the run (straight through) outlets (Lr) shall be restrained. A cross shall be restrained per a t00% requirements for Lb. A Wye shall be restrained per a too'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 10 20 20 10 t0 X 8 20 20 20 20 RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 10 X 6 20 20 20 20 12 X 12 20 20 20 20 12 X 10 20 20 20 20 12 X 8 20 20 20 20 12 X 6 20 20 20 1 20 TEE, CROSS, WYE �L�� In addition to restraining each side of the bend, any joint that falls within the recommended length on each side of the bend shall be restrained. TYPE RESTRAINED LENGTH OF PIPE (Ff) RESTRAINED LENGTH OF PIPE (Ft) F7777NG PVC DIP DEGREE 6- 8' 10' 12- 6- S. to' 12- 80 20 20 40 40 20 20 20 40 45 20 20 20 20 20 20 20 10 22.5 20 20 20 20 20 20 20 20 11.25 20 20 20 20 10 20 20 10 HORIZONTAL BEND RESTRAINED JOINTS -3- 20F3 SEP 06 finished grade Vaivoo, Inc. Fig.14o.71BOB with lid marked 'SEWER bottom section_ of box sewer main SDR 21 SDR 2t DOWN BEND RESTRAINED LENGTH ccr)crate pad 18x deep ..„.......4' alone Pangs Model PA43V-CSK (41 cast trot dsanout cap with brass plug having a countersunk square head SOR 21 - deanout pipe brick base 21 46' bend 6' stone bedding SEWER CL.EANOUT -19- finished yDEF 1�4 Lu 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 fails within the recommended length on each UP BEND RESTRAINED LENGTH side of the fitting shall be restrained (Ld, Lu). SEP 05 RESTR4INED LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT. MIN. 5-12 FT 4 FT MIN, 5-12 FT. SIZ"PE DEGREE OF BENDS Ld (DOWN) Lu (UP) SIZE17YPE DEGREE OF BENDS Ld (DOWN) Lu (UP) 6- PVC/DIP 45, 22.5 c4 11.25 20 20 110' PVC 22.5 h 11.25 20 20 8' PVC 45 40 20 10' DIP 45, 22.5 k 11.25 20 20 8' PVC 225 k 11.25 20 20 12- PVC/DIP 45 40 20 8' DIP 45, 22.5 k 11.25 20 20 12' PVC 22.5 & 11.25 20 20 10- PVC 45 40 20 12' DIP 22.5 R 1115 20 20 VERTICAL OFFSET RESTRAINED JOINTS -4- 30F3 SEP 05 TOP=E �o- INV. OUT=A 6' 6' D 6' o d 0 0 <6' 21-A INV. OUT=B CONCRETE FLUME DETAIL NOT TO SCALE d- O Q 30" LEGEND, BORDER _ WHITE (REEL.) BACKGROUND _ RED (REFL.) STOP SIGN — DETAIL NOT TO SCALE STANDARD STOP BAR 24" WIDE STRIPE (THERMOPLASTIC TYPE B, CLASS !) •asap. � ,�. • -•'•r. V Ui Q.� U �Q) Q -4� N N L _ ® U (n C) N W N O M Q 0 U > CN O J C) I I IZ c +' LD t9 N I I N W CD O n _ f - U- N .L O 1L Q) L O (D W L aw J W J H �g Z M � O U a 0 U O� rn 1— U W O tY � 0- Z '- O31 O + � O Ln (n LL O J n- (n Q O w I— Z > U LLJ � � Q = _- V) o U) X ru W O a Z V— Q O N Z U Z o Y 60 Z O Q W � Zmow} W QY _ M1j C�l 0 IL m 77 c� t Q (L 0 U) O O N O) 3 a w 0 0 ti C t0 0- C LU 0) cn 0 a_ CL EC-2 I 1 1 1 1 1 1 ! ! CENTER ROW MAY BE ANCHOR SLOT ELIMINATED WHEN SLOPE I t t IS LESS THAN 411 TANVP SOIL FIRMLY t t t l t ! ! t 1 t 5' MAX. 4.1 OR FLATTER ` JUNCTION SLOT 1 3' MAX. STEEPER THAN 4:1 I ! 1 CHECK SLOT i T ANCHOR SLOT t ► ► I t t l l i EDGE AND ENO JOINTS TERMINAL FOLD ,> k� ► 1 BE OVERLAPPED 2" MINIMUM. .1UM, ► LAP JOINT � ` I I t 2" MIN. II - t I COMBINE THIRD ROW OF STAPLES TAMP SOIL FIRMLY 1 t t FROM EACH STRIP N LAP WITH 1 I ALTERNATE SPACING.A TERMINAL FOLD 0ml lot 0" MAX. 'a as o1 � t 9 I (TAMPSOL t 1' I FIRMLY TAMP SOAP. FIRMLY TAMP SON. FIRMLY t t 1 CHECK SLOT JUNCTION SLOT Notes: no! i-e r• TO x• r+}.- 1` TO 2" 1. APPROXIMATE 200 STAPLES REQUIRED PER 4' X 225' ROLL. 1 = ?. ANCHOR SLOTSJUNCTION SOStO E BURIED SLOTS" TO 2- 1 MVO JUNCTION SLOT 3. MAX, C-C CHECK SLOTS SPACINGI G SPACVARLING IOO'SLOPE 4% OR LESS 501SLOPE NO. 11 MW, STEEPER THAN 41L GAGE WIRE PLAN VIEW 4. S;tPLES FORMED FROM NO.8 STEEL WE 8" STAPLE MINIMUM LENGTH STAPLING DIAGRAM FOR SAVOY SOIL 6" STAPLE MINIK" SOIL RETENTION MAT JUTE MESH LENGTH FOR OTHER SOIL, GENERAL NOTES: I - BASIS OF PAYMENT TO BE SQUARE YARDS Of PROTECTIVE COVERING COMPLETE IN PLACE, 3. JUTE MESH OR SOIL RETENTION MAT IN ACCORDANCE WITH THE SPECIFICATIONS PROTECTIVE COVERING IS TO BE LOCATED AS INDICATED ON THE PLANS IN ACCORDANCE MAY BE USED AT THE OPTION OF THE CONTRACTOR. WITH THE DIMENSIONS SPECIFIED ON TYPICAL SECTION. 4. WIDTH OF MATERIAL MAY VARY FROM MINIMUM OMENSION 8Y INCREMENTS OF 2."T-TOP" STAPLES OR OTHER MANUFACTURER'S DESIGN APPROVED BY THE ENGINEER MAY 4 OR 5 FEET, BE SUBSTITUTED FOR THE STAPLES SHOWN. 5. FOR SOURCES OF APPROVED MATERIAL SEE VDOT'S APPROVED PRODUCTS LIST FOR ST'D, EC-2 MATERIAL. SPECIFICATION PROTECTIVE COVERING INSTALLATION CRITERIA REFERENCE 244 114.02 VIRGNIA DEPARTMENT OF TRANSPORTATION 606 S 77 SEE D NOTE 1 I SHAPE TO BE BEVELED i H WITH MORTAR i DO NOT BEVEL INVERT i A 0. - ---_ �-_-__--_ FLOW �8_._-_-_-_-_-_._._-_-_-_._ i—o------------- EW-1,tA �----- � L '—'-i � NOTES: 1. "H" MAY BE REDUCED UNTIL. "X" REACHES A Mumum OF 4" WHERE ENOWALL 6. BEVEL EDGE IS REQUIRED ON THE HEADWALL AT THE IINLET ENO OF THE WOULD PROTRUDE ABOVE SHOULDER LINE. IN NO CASE SHALL TOP OF ENOWALL CULVERT (WHERE THE FLOW ENTERS THE CULVERT). PROJECT ABOVE FILL SLOPE. DITCH SLOPE, OR SHOULDER. 7. HEADWALL AT THE OUTLET END OF THE CULVERT MAY ISE EITHER SQUARE 2, THIS ITEM MAY BE PRECAST OR CAST IN PLACE. EDGE OR BEVEL EDGE. 3' 10 CAST IN PLACE CONCRETE TO BE CLASS Al FOR PRECAST SEE SHEET S. ONSHALLOWW nL SOP OF { WHERE ENDW�KL RE Co R LEST BELOW SHOULDERAiLEL TO HIE GRADE OF THE ROAD. 4, THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND ALL SKEWS (0` TO 45• ), 9. -Y4" CHAMFER MAY BE PROVIDED ON ALL. EDGES AT MANUFACTURER'S OPTION. 5. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT OR WINCWALLS OCCUR. EW-1 ENDWALL FOR CIRCULAR PIPE DIAMETER OF PPE CULVERT 12- 15" 18" I 2r OR 24" 27- OR 30- 33. OR X- A W-6-' 0-8" 0•-9" a -till r-0-' r-0'- B0'-till 1--r 1'-3'- r-6" t-_9" 2--0" C V-4" r-7" 11-9-' 2'-2" 2'-G" 2--9" D T-O" 1'-3" r-6-' 2'-0" r-a" X-C, F W-6" 0'-8" 0'-B" 01-9" 0'-9" 0'-9" H 2'-3" 2'-111- 3'-2" 3'-9" 4'-3" 4'-9" L 4--0" 5'-0" 6'-0" 8-•0" 10'-O'- 12'-0" 0 0-4/4" 0'-1F4" 0'-2" 1 0'-21/2" 0--31/4" 0--3y4" b 0'-r' I Ir-7'/i' I 0'-11/i • 1 0--21- 0--21/2" 0'-3'- CUB1C YARDS OF CONCRETE CONC. PIPE 1 0.241 1 0.492 1 0.697 1 1.319 1 2.067 2.247 C.M. PIPE I 0.2S7 1 0.521 10.739 1 1.308 1 2.108 3.145 EW-SA 1 ENDWALL FOR ELLIPTICAL PIPE SIZE OF ELLIPTICAL, PIPE CULVERT (SPAN x RISE) 23"04" 30"xt9" 34"42" 38"x24" 42"x27" 45"x29" 49"02" 53"x34" A 0'-8" O'*9" 01-10" W-lr- 0'-11P- r-0-' 1'-0" r-0" B r-2" 1'-5" 1'-6" r•8" r-9" 1'-10" r-rr' r-it" C r-8" 1'-11.' 2--t" 2'-4- 2'-5" 2'-7" 2'-8" 2'-9" D1'-2" r-7" r-10" 2'.0" 2'-3" 2'-5" 2--8" 2'-10" F 01-8" 0'-8" 0'-911 0'-9" O'-9" 01-9" 0'-9" 0'-9" H 2'-10" 31_3" 31-7" N.W. 4'-0" 4--2„ 4-•5" 4,-7- L 5'-5" 7'-2" 8'-6" 9'-2" i0'-2" t0'-11" 12--1" 12'-It' Sr-tr• 2'-6.' 2'-10- 3'-2" 3'-6" 3--9" 4--r 4--5- 0 0'-2%2" W-3%4" 0'-31/2" 0'-4" W-4%2" 0'-4-Y4" 0'-5" W-51/2 " b 0'-2- O•-2%i" 0-2Y4" O'-3" 0'-3%2" 0'-4" O'-41/2" CUBNC YARDS OF CONCRETE CONC.PEE 0.502 0.85E 1.238 1 1.500 1 1.811 1 2.101 2.512 2.801 SPECIFICATION IREN� STANDARD ENDWALL FOR PIPE CULVERTS � z 1211-3511 CIRCULAR AND 2311x14"-5311x34" ELLIPTICAL PIPES VKiC"A DEPARTMENT OF TRANSPORTATION F17,01 725 720 715 710 705 00 x r O �O t- W Z Z O U EX. GRADE ROP. G ADE - ' MI OVER ool� " MIN PROP. 8" P C SD 21 w = j w 0R ca O m O m c l> O t0 O W e1- W .- 170 O tp <C.D� d 000i LL0 �� �t^p LTN Oj-OOOOfD(D 0+00 0+50 1 +00 1 +50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 WA TEI? LINE' 'B " 725 72C 715 710 705 (n V) O U c 00 X 0 O F- I- U w z Z O U 7+00 7+50 8+00 8+50 9+00 9+50 10+00 EX. GRADE P OP. GR DE — I � / — _ 4' MIN COVER _ QP-.--- P-vC L S02 77 i J uj U 5 � Q J Lu cn W W Ve m V) < 00 1 z a d' F- .- m W c000 m LLJ .¢-- Q > cp w 0- j OJ.. ++ + 0oICN + 0 d-00 + r, C)Ooo + ooI r I �r + irD1 I- O N 1 N -ir0 0+00 720 715 71C 18" t 705 J w inC.a I=- 3z Zo O � W w N Fw- 0 w Q 0+50 1+00 1+50 2+00 2+50 -PROP GRADE EX. GRADE 'OP. 10" PVC SDR21 FIRE LINE STORM SEWER C-2 O O C) + O Z 0+00 0+50 oz wZ I F4' MIN. COVER e P I N. II, PROP�SED 3- INV.= 08. ; J O > � m m LO It c� �� Wz tl Ooc 04 �* c) Z O i `_`t_.. �Z `-�� 3+00 3+50 4+00 4+50 5+00 5+50 6+00 WA TER LINE . A " 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 GRAPHIC ,SCALE 50' 25' 0' 50' 100' 0111 1 INCH = 50 ft. HOR/Z 1 INCH = 5 ft. VERT. � Q o w WrH0 1n Z '0 UO nwa H¢O Ooww WA. w LJZL 00 +0NWC 0_ v Iri sQ. -'-' U H Ri Q +� N r, a .- - O V) 0 _>' N N - N 1� 0) Q p > N O _I U I I n i' CU CO Ui S✓ ♦.r (D p Q) I I CO) c W O O o I` c N 0 aV N C cn O � dw W J (0 Z v- O V-1 o + N O 2>j =01 }- z w a.LLJ r Vz W > � J� W T- O Of W Q d :DQ U) O U In 2 U) LVL- °_ LL! 0 on c� z N .0 S Z Z Ld V O z z Z LLLI _ Ld t� O U Li r x " 'h Y. r 4 tr. S ow f ' © • ' ' - T' -FA _ ® • _ '', dl _ 6 I t$ J .1 m , f i F ' _ • - I = of y ._ • -. i.. . ,, H. n •j � • • u e .r lit