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Home My WebLink About45-06 Perry Eng. Bldg. & Util. - Contractor Yard - Shawnee - Backfile (2)GENERAL 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 Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. TrM W R 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 thp, contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call Miss Utility" 1-800-552-7001. 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. Any unusual subsurface conditions encountered dunng 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 a evations 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-water.com . 2. The water and sanitary sewer portion of these plans are valid for two yeors from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. 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 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole 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 sholl 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" 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 fire service meter assembly and a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio read remotes are required. FIRE &RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is, prohibited. 2. Access for emergency vehicles must be maintained at all times duringconstruction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and saging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. VIRGINIA DEPARTMENT OF TRANSPORTATION V1. 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 most stringent shall govern V2. All construction shall comp) with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA, and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, wheather permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify 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. V5. 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. V6. 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. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion 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. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at conflict points. V12. 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 the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtaines 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. 1vv An_ 1 FeTa U4� VI�lII��! Zoned: ((A)) 158 M-1 Proposed Use..- Contractors Yard V14. All roadway fill, base, subgrade material, and backfill in utility/stotrm sewer trenches shall be compacted in six (6) inch lifts to 95% 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 V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right- of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior 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. V19. Aggregate base and subbase materials shall be placed on subgrade 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 VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified. V20. 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 VDOT 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. V21. 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. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT?s installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. Vicinity Map Scale 1 "= 2000' March 23, 2005 Patton H arris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 4j[1,t4+_A 117 East Piccadilly Street, Suite 200 V inchester, VA 22601 T 540.667.2139 F 540.665.0493 LOCAL UTILITIES Frederick County Sanitation Authority P. 0. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre Alleghany Power 3463 Valley Pike Winchester, Virginia (540) 722-5852 Verizon 404 Hillandale Lane Winchester, Virginia (540) 665-3156 22604 P.O.C. Cindy Laing 22602 P.O.C. Larry Willingham 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 22604 P.O.C. Tim Hockman 0 RONAW NQ. 00447 ' A_Z .v a. SHEET INDEX 1 COVER SHEET 2 KEY MAP 3 SITE DEVELOPMENT PLAN 4 UTILITY EXTENSION PLAN 5 UTILITY EXTENSION PROFILES 6 PUMP STATION DETAILS 7 CONSTRUCTION DETAILS EROSION CONTROL 1. Prior to initiating any land disturbing activity, it will be necessary to schedule on on -site pre -construction meeting with public works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to issuance of the land disturbance permit for the subject project. 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the 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: a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, 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 and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the as -built which states that the subdivision has been constructed in accordance with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized durin the construction period. 5. All erosion control structures shown or as required during construction shall be continuously maintained 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 when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe-loying in the affected area. 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 good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. Owner/Developer: PERRY PROPERTIES 1945 MILLWOOD DRIVE Winchester, Virginia 22602 PHONE- 540-667-4310 Approved by Frederick County Zoning Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence Date Project Number: 13387 1-0 Sheet Number 1 of 7 REV. 6-6-06 - REVISED PER F.C.S.A. - J.D.S. P:\Project\13387\1-0\Engr\Plans\set-pI-HOME\COO1COV.dwg, 6/26/2006 4:36:05 PM, WN_HPDJ4000_Fina1.pc3 P: \Project\13387\1-0\Engr\Plans\set-pl-HOME\Perry-Base-3-25. 64-A--159E N/F EFG, L.L.C. Zoned: B2 Use: Vacant/Commercial 6/26/2006 4:12:49 PM, WN_HPDJ4000_Final. 0R4p11 V �7C�1FLG 1w 50 0 43100 200 7/ 1 inch I= U CL d- +� o M O Ir- Q ° > ¢ v U N C? L LO Q t0 CO In 0 (0 CO 0 v N am W v d. "t 0 = (n s i- LL tl? v L L (l) v O 0) .w C 4, LJ_1 G. Q W Y zE ION a j' 10 XCAVAT AREA W $ �p f ".a W �C pr Z r EXISTING 30' -WA r a wE EASEM PRIVATELY OWNED & MAINTAINED W TEMPORARY PUMP STATI(}N W 0 C.� 12 . 6" CCU MAN - EX. 12 WATER MAIN — — U CL a U-) f f - csa o R ® r„ ~-- z ''` ' q sLAJ �_ 2 I i t- S - W I.I.. 04 64—A•-159PAw UJ ta James Myers W a W } Zoned: B2 o 'Use- Commercial Ak r o ¢ G O Z uj 41 t 44 ..' Z X Z^ �= n(RCP)= 0.013 Culvert Summary n(cpp) = 0.012 Culvert Inv, In Inv. Out L(ft) D(in.) S(%) Type Q(des)cfs q(10)cfs v(10)fps From Cop.Chk 1 691.00 690.70 69.0 15 0.43 C PP 4.62 1.08 3.77 Str. 1 o.k. Drainage Area Summary DA Area(ac) C CA T(c)min i(2)in/hr i(10)in/hr 0(2)cfs 0(10)cfs 1 0.25 0.63 0.16 Existing 6 Ch'd�nlink Fence o dp a� 0 I X 686.96 to `Gravel 689.E �1 PROPOSED } 12'x6O' ` NO SEWER MH-H j STA 1 RIM 6' INVER' 4 INVER' 50' N 1, 685.21 ? r \N /� Ca L� a n 2 JTS. 8" PVC ItDR35 0.5% 6" SEWER LA RAL.-�°�7 (PRIV�LINE) 1 PROPSED CONC. SIDEWALK I 2 STORY ' BLDG. ADDITION 1 f sm F.F= 699.43 _ a BLDG. HEIGHT= 24' i. 2,975 S.F. -EXISTING CONC. SIDEWALK vDOT T-7 EX. SAN MANHOLE 31• Pavem , TOP=694.78 INV. OUT=688.18 INV. IN=688.26 Q I� Gravel y.., 1 (t yc691.22 � � 1 ` 3 STOP SIGN AND `BAR s 1 �Ii6 C 6" x 1.5" MILLED JOINT REQUIRED PROJECT SUMMARY IDENTIFICATION NUMBER 64-(A)-158 V/RIES 2' 29TAX V RIES 2' 2' EXISTING PARCEL AREA 42.976 ACRES Existing pavement W G-7 DEVELOPED PARCEL AREA 1.67 ACRES DEVELOPED AREA DOES NOT INCLUDE UTILITY EXTENSION 27o ZONING M-1 - 2r ADDRESS 1945 MILLWOOD PIKE CURRENT USE CONTRACTOR YARD PROPOSED USE CONTRACTOR YARD SAW CUT EDGE DISTURBED AREA 5 PROVIDE TACK COAT 1.5' SM-12.5A 2.5 ACRES 5.2 6.8 0.82 1.08 5' BM 25.0 SEI@.� REQUIRED PROVIDED (OR MATCH EXISTING DEPTH) FRONT 75' 137.45'+ EXISTING �v `v 8" 21-B SIDE 25' 37.1'+ -� WASH BLDG. `� �` LJ AGGREGATE LAYERS TO EXTEND 1' BEYOND BACK OF CURB. REAR 25' 606'+ Y ROAD WDEN/NG AT PERRY EN TRANCE --- � EXISTING J , T N. �� BUILDING 0' (MAX.) 20'(+/-) POLE BARN Hand Pump ,4 4 TRAILER EX. SAN MANHOLE /WATER SERVICE REQUIRED Gravel (HOLDING TANK) TOP=691.37 INV.=680.47 GROUND FLOOR AREA EXISTING BUILDING 2,393 SQ. FT. PROPOSED ADDITION 1,474 SQ. FT. MAIN BLDG. FLOOR AREA 4,748 SQ. FT. (TWO STORY) BLDG. ADDITION FLOOR AREA 2,975 SO. FT. (TWO STORY) TOTAL FLOOR AREA 7,723 SQ. FT. (TWO STORY) FAR ALLOWED 1.0 FAR PROVIDED 0.02 OPEN SPACE AREA REQUIRED 25% 10.744 ACRES OPEN SPACE AREA PROVIDED 25.46 AC. 59.2% INCREASED IMPERVIOUS AREA 1,474 SQ. FT. PARKING �� PROVIDED OFFICE (1/250) 28 34 HANDICAP SPACES 2 2 TRIP GENERATION ITE, 7TH EDITION ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 85 T.P.D. 3+00.81 C�L USE CODE: 10 NOTES: 1180 IN 684.80 PIPE 6"X4" WYE Z - � 1• ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY 9. BUILDINGS SHALL COMPLY WITH THE VIRGINIA, UNIFORM STATEWIDE OUT 684.60 PIPE 4" SEWER LATERAL � ARE MARSHALL REQUIREMENTS. BUILDING CODE AND SECTION, 304, USE GROUP B (BUSINESS), OF (PRIVATE) 2. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA THE INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT MH F W to CL U) O o .`� CY 0 N Qom- Q > d� N U N otS a i L6 t C) CU tD cn to co cQ U) w o 0 �., ft'- un L OC o � cn � I- ,U) > �� ca _ + c � G o� *, W M a U AND Al 17.1-92. APPLIES IS IBC/ANSI A117.1-98 ACCESSIBLE AND USABLE x6 •81 STA 16+22.37 W �- 00 3. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES BUILDINGS AND FACILITIES. Z RIM 692.30 Z 0 Lo OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. MH-G INVERT IN 683.40 PIPE - (, 4. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 10• RENOVATION OF THE EXISTING STRUCTURE SHALL REQUIRE AN ASBESTOS STA 17+09.48 INVERT OUT 683.20 PIPE C.'� INSPECTION ACCORDING TO THE USBC SECTION 112.1.4 IF CONSTRUCTED J 5. THE OWNER IS RESPONSIBLE FOR THE MAINTENANCE, REPAIR AND PRIOR TO JAN. 1, 1985. Q. ' RIM 6T IN REPLACEMENT OF ALL LANDSCAPING MATERIALS, FENCES AND WALLS. INVERT IN 684.10 PIPE X690.63 W II 6. ANY PROPOSED/NEW OUTDOOR LIGHTING SHALL BE HOODED AND BE 11. HANDICAP PARKING SPACES AND UNLOADING SHALL NOT SLOPE GREATER INVERT OUT 683.90 PIPE 4 , AMBER IN COLOR SUCH AS THE TYPE OF LIGHT PRODUCED BY HIGH- THAN 2% ACROSS AREA. SECTION 3408.6 (ADA 20% RULE) OF THE PRESSURE SODIUM LIGHT FIXTURES. IBC SHALL APPLY FOR THE ADDITION AND RENOVATION. ALL REQUIRED EXISTING PAVEMENT Z _ - --�- p'" --- =---- - -- . � EGRESS DOORS SHALL BE ACCESSIBLE TO A MIN. EXTERIOR AREA FOR ,_ -- 7. BURNING SHOULD BE PROHIBITED AS THE SITE LIES WITHIN THE AIRPORT PPE,,-- LEN- 7 no 0.577 1-2 05' BEND X CLOSE IN APPROACH SURFACES AND TRAFFIC PATTERN. ASSISTED RESCUE, SECTION 1003.2.13,7.IBC AND 50% OF THE ENTRANCES EXISTING TRAILER 00+u ; -DIA it PVC SDR.. 5 W 8. DURING CONSTRUCTION PHASE OF THE BUILDINGS, ALL CRANES WILL BE SHALL BE ACCESSIBLE. W TO REMAIN _i �5°Io r. W REQUIRED TO HAVE AN AVAITION OBSTRUCTION FLAG 4'x4' WHITE AND � ( 12. NOTE, THE EXISTING MOBILE OFFICE UNIT IS ONLY PERMITTED AS A ORANGE ONE FOOT BLOCK CHECKERED FLAG) AND/OR AVAITTON'RED TEMPORARY STRUCTURE AND SHALL BE REMOVED OR RE -PERMITTED - OBSTRUCTION LIGHT VISABLE DURING OPERATIONS AND MUST BE AS A GERMINATE STRUCTURE AND WOULD NEED TO BE ACCESSIBLE. M _.. �1-2"x45' BEND �' •�. � 9` '� - LOWERED AT NIGHT UNLESS LIT, INTENDED HOURS AND DATES OF PRNATTE) SERVICE OPERATION NEED TO BE COORDINATED WITH AIRPORT OPERATIONS -IPRIVATE) � 13. THIS TYPE STRUCTURE SHALL BE SUBJECT TO SPECIAL INSPECTIONS Q\Q \ SUPERVISOR, DAVID FOLEY, NO LESS THAN TWENTY-FOUR HOURS ACCORDING TO CHAPTER 17 OF THE IBC., (SOILS, CONCRETE, ETC.) rat _ 1-2"x45' BEND PRIOR TO START. Permanent Stabilization: All disturbed areas not paved shall receive a min. 6 in. topsoil and be seeded as follows: LLJ •��.. �' k t� t �d�� 20 FT. SEWER EASEMENT 200 Ibs Tall Fescue per oc. `� •�d �\ TO F.C.S.A. 12 Ib. Annual R r ac. PERRY ENGINEERING 1000 lbs. 10-20 20 Fertilizer per ac. SF Existing i '� 10 FT. SEPARATION I S � I t1 � Garage r(� (� � ; � , I, .,\ ..- 2 tons agricultural limestone per ac ! I ` �X _ 8 SEWER TO 2 2 tons straw mulch per ac. FF=698.14 I ° s` 692 PRIVATE WATER LINE Permanent seeding will occur as the final phase of construction Gr Temporary Stabilization: Seeding to stabilize areas left denuded for more than 7 dm of �t!�--�� yet at final grade shall be as follows: EX. M ---STRIPE R ADDITIONAL / �` 60 Ibs German Millet per ac. (May through September) Z Main `r HANDICA SPACE o 60 lb. Annual Rye per oc. (October through April) Office 10 FT. WI E X 20 FT. LONG=4 9T \ 450 Ibs. 10-20-20 Fertilizer per ac. FF=699.4.3a 4 �) EXISTING F� 2 tons a 6cultural limestone per ac CONCRETE 2 tons slaw mulch per ac. ' - 0 Seeded areas to be atered and cared for as necessary to provide gross emergence. U„� 69Ei.65 l a ��A W , i t \ Q. EXISTING f i �/�� "�� > � 4, �--' " ✓ � ' GAS BLDG. I ` ��` � 1 1 2" WATER FF=696.80 t EXISTING � METER MANHOLES `�� " 0 W 696.07 �697.45 EXISTING MH-E 2 WATER SERVICE Y 5 Spaces 3 Spaces CONCRETE PROVIDE 6" CONC. CURB \ RIM 691.30STA •52 1 1/2 WATER METER o W p PROVIDE ANCHORED o WHEEL STOPS TO CREATE s, � INVERT IN 681.30 PIPE � --- END ISLAND IN GRAVEL �� INVERT OUT 681.10 PIPE CONCRETE WHEEL STOPS O Z --- -� ___MTIN 7 5--FRONT SETBACK STORAGE AREA. � 'y�j �6-, TO PROTECT METER -A696.94 PAVEMENT EXISTING GRAVEL o 20 FT. WATER F_ J EX. CHAINLINK EASEMENT _ '.� �` L,-1 CLASS Al RIP RAP FENCE \ �- - _ _ - - - - - - - - W w W 7 SQ. YDS. REQUIRED " \ '-,,,STRIPE FOR 2630' _ • 8S FIRE LANE �a 12 12 � a M ' PIPE LEN W o �,� - MATCH EX. CURB EX. EDGE OF PAVEMENT ' l ' ' ^� 00+aI a ,� - _-. LINE AND GRADE �� t� - - _ - ca p CABLE TO �POLE� EXISTING LANDSCAPE SCREEN --- -- y- -- Z o h► _ _ _© F`�> SF SF SEWER EASEMENT F / ,' 0 ,� p cv � MAILBOX ! f� _ et 0 U o °� � / ¢ � I I p m EXI5t1NG MCWUMENT SIGNAGE r Z w Q Dk�A TO BE REMOVED ' EXISTING CG-1� v° `S► _ - - -- FROM STATE RIGHT-oF-WAY. �•-'' TO REMAIN W z" �� ,� 0 ��O M 4 = -LANE MARKING LINE o N o to to C) Q: U.S. ROUTE O-I,W O OD PIKE 4 _ z W z _y W d _�� POSTED SPEED LIMIT= 55 M.�ff. ��, ) Li v) I r ! rf o o_ _.-- _.- _. wMc_ur�ru ___., ✓ o FIRE HYD. ASSEMBLY s` l - `' � 1-12" GATE VALVE 30 15 0 30 2 JT. PVC SDR21.- WATERMAIN 1-12" PLUG /µ (NFEET) �----- _ f inch = 30 ft. � LJ w W 1 P � Q 0= W O P'► N � W Z O W U �� P°\ (for valves 12" and larger) Note: this detail is also used for butterfly valves GATE VALVE Figure 7 SDR 35 spigot SDR 35 spigot by R. by gasketed SDR 21 gasketed bell 45° bend bell adapter (see note) 2' �k €•.: 1� ..sY :`�� °' "�"': ...... ...».4z"a'C, u�'' ......t.�#s- ,.o::ii .C,.,�r#; <;..,:><< "y4si��> .a • �•�' n � ~�"� ` `•,,,•� .. Y"M.c i:h zs:, y� .*tiy;•.,A s. �.. i=' 'yam°v'a'S.`.+'ai ;`n.;n G.y. . •�' !z �E—3'minimum � SDR 21 gasketed SDR 35 8"x4" PIRe and fittings gasketed bell wye sCH � solvent (see note) solvent weld cap :r property line 777-1 18" 5' location marker 36" min. cover atone a a a oaaooaaoaoou m`K^Y o a ,..,- '- aoaoaoaaoo®a°caaoa .ya y treated 2"x 4" with top 6" painted green 4" pipe at 2.00% minimum grade Note: If top of main Is greater than 15 ft deep 74 r use heavy walll SDR 35 concrete cradle if top of main is greater than 15' deep ' :. ".•a a GRAVITY SEWER SERVICE LATERAL Figure 14 at property line (see note 2) skid pad roadway box-- 2" CTS polyethylene tubing (PET) 200 si w/ SS inserts a onnections `saddle with corporotion stop water main ball valve curb stop with PJ (CTS) both ends [B44-777 w/ SS insertsk with 2" gate valve operating nut t�_'_l CUTOUT DETAIL (typical) W cast in place access door, centered in top (see note 1) c E I r` N VBHH77-15BHC-11-77 2" custom setter (meter by FCSA) standard flat top for 4' diameter manhole finished grade 3riser section for 4' diameter manhole with Z_T cutouts 2" min. solid support blocks under custom setter stone bedding C14-44 w/ SS inserts and MIP plastic plug NOTES: 1. Access door shall be by Halliday Products or our approved equal: a) in non -traffic area - model no. S1R3030 b) in traffic area - model no. H1R2424 2, Water service crossing street: a) Encased in 6" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across 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 corp. stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball valve]. 1 1/2 $1 and 2" METER WATER SERVICE & METER CONNECTION (NO SCALE) trench width • as required • • • 6'dia. schedule 40 steel :* pipe filled with concrete3' and painted yellow T /fl G 1 I 18"dia. O 1'-6 concrete i-�-- encasem®r►t concrete thrust block BOLLARD DETAIL direction of setting to be approved prior to installation h3" 1 as required concrete pad 110 sq. x 6" deep 2" min. - W max. 4" stone screw type adjustable stone stone to be minimum valve box I of 6" above top of base locator marker stone egalug °" s mechanical joint f swivel tee with 6" branch FIRE HYDRANT ASSEMBLY Figure 8 1" max. Minimum 6' x 6" anchored into pavement with #4 rebar. Length a 24". {CURMINI G DETAIL ri ; 0 IV) / / 1 1� STA 2+16.43 RIM682.30 ---------------------------------------------------- PIPE i INVERT IN 675.80 PIPE ` •, I I / I LEN 191 SLOPE 1.41 % \ I I INVERT OUT 675.60 PIPE I / DIA 8in.PVC SDR35 STA 4+07.79 RM 685.50 NVERT OUT 678.50 PIPE I 20 FL SEWER EASEMENT � I , f f I 678 EXISTING WINCHESTER BUILDING SUPPLY I 5-- i MH-A �-` a I t `;. (-..,��.�� f STA 0+00 I ; 6 72 - MH-8 EX. 12" PLUG I n � t j I RIM 665.00 STA 2+40 INVERT IN 658.20 PIPE 4 \ RIM 670.00 $ i ` > INVERT IN 663.20 PIPE I INVERT OUT 65&00 PIPE i \ 75 FRONT SETBACK INVERT OUT 66&00 PIPE 1670 �— , MH-D 1-12"x8" TEE I MH-C CONNECT TO EX. 12" WATER 1-11 1/4' BEND W 7 5 FRONT SETBACK I i STA 8+62.53 1-8""GATE VALVE i€ STA 4+82.83 r A 8in.PVC SDR35 2-12"x45' BENDS � — i - RIM 681.30 t 1-8" PLUG INVERT IN fi65.20 PIPE tt St- t E 2.00 ,�+t 23 8" PVC SDR35 \ �` t-12 GATE VALVE RIM 672.00 -� - -'? -- _ 30 FT. WATER & I i INVERT IN 674.50 PIPE t ___ U) I 1 INVERT IN 674.50 PIPE o INVERT WT 665.00 PIPE _ _ _ _ _ _ _ _ _ _ _ __ _ 00 SEWER EASEMENT I _ SDR PIP +a 2�---r--- 1 � wp MAIN 12W 0 2a7 INVERT OUT 674,30 PIPS a— — — — — — — — — — — — — — --- DIA WM.PVC _ . --- -- EX FM W — ROPOSED 12" WATER ) `9 OSED 12" WATER MAi `--�` ` �- 0.749� .. ta+� 2 F MAIN SF 1 2w 12.�' — 1 2 zw�—" 2w 2w 12 2w _, ,�. - SLOPE 1.67% DIA 8m.P1nC SDR35 PIPE LEN 380 SLOPE 24q% DIA 8in.PVC SaR35 LEN PIPE °0� -- ~� F F -- w Z t OD+tll OD+fi 06+B 00+L ; llp+9 110+S ee I - ..• t SFSF_. I-- %SF SF SF SF SF SF_ SF '+ ! SF t �,,; SF SF'- Q t f - _ _�__�-___m- PRIVATE . - - - 2-s" 4s MW III I �' Ex�nwG Ma�luMEr�r - - _ ,r------ �,,�.- --�= _ ..- �®w_ _..__-__-__�-_-�___- ..p --- -- PUMP STATION r Sam AND asPUYs To �._ `� :V U 1 5 �. - _ _ __ `� �-�--�-- -�__ -� 0.1 FROM STATE --- _-- --___-__ n _ RIGHT-OF-WAY. - _. S 000e 113�VAR�I FIGHT-- - --_� - _ C. i .f _ _i .•---� � III II, ► ,' 40 20 0 40 80 _. OS --SP LIMIT 5 - - - r. r_ r inch s 40 ft. v 1 REVISED PER AGENCY COMMENTS 13 151 c�—cam Xt tyt - RONALD A. MMLoWSKY, a • ,A No. 20674 ,r2• ■urryl PERRY ENGINEERING BUILDING EXPANSION SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VA ■ / V V I V_ _ Patton H a r r 1 s Rust & A s s o c i a t e s I P C Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 Winchester, VA 22601 + T 540.667.2139 F 540.665,0493 CO. PLAN DESIGN SURVEY DRAWN DATE J.D.S. MARCH, 2005 CHECKED SCALE R.A.M. 1 "=40' SHEET FlLE 4 of 7 13387 1-0 w a d d ddM w cQnrLOd- d0.. tiLOq C:) ca co 0000 Sri n OZS G0 M wy �>W>IW 00 + 685 '' -7N�� I Q 7 •i• 675 0.5 DIA DIN w CL 0- CD u? 06 t0 ,�j 5 0062 general backfill (see note) concrete select backfill a note) - O.D. STANDARD general backfill NOTE: To be compacted to 95% of ASTM D698 maximum density. TRENCH & BEDDING Figure 1 ,"I 'I NI �tl NI NI NI NI NI NI "IQ NI rril �;I -&I I .�i I ��"wiiiw ww i 7C W W i 67 67 G�:1 C REVISED PER F.C.SA COMMENTS - - - - - U 9 RONALD A. 0SLOWSKY, JR. 1-4 No. 20674 �n>v�t. S�yCs r feral backfill a note) 8" 724 " select backfill ee note) 6" 1/2 O.D. PRCUECT PERRY ENGINEERING BUILDING EXPANSION SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VA i — — V VALCO, Inc Fig. No. 71 BOE with lid marked "SEWER' bottom section — of box I SDR 35 gasketed Wit wye sanitary (see note) .,. .J.,,,: sewer main SDR 21 - cast iron cleanout cap with brass /plug must be 8" from the top of the screw type adjustable box square concrete skid pad 20"x 20"x 6" deep cast iron cleanout cap with brass plug having a countersunk square head Panels Model PA4SV-CSK (4") SDR 21 - cleanout pipe brick base _.. SDR 35 spiggot by SDR 21 gasketsd ::bell adapter SDR 35 gasketed :"bell 45" bend ` .. ...F.�.Y:fi stone bedding .... .. NOTE :If top of sewer main is greater than 15' deep, then wye and bend to be heavy wall SDR35. SEWER CLEANOUT Figure 16 V-6" square skid pad 6" thick— 314" x 2" butyl joint sealant top of manhole at grade in pavement areas unless otherwise directed (top shall be set 24" min. above grade in easement areas) concrete ASTMC-150 .1 4000 psi waterproof coating 112" or 16" (typ.) CS-55 by Conseal joints are to be sealed with "O" ring gasket 3/4" concrete anchor bolts (4 each) adjustment rings (11' max.) 1" nominal size RV 30 butyl joint sealant applied ° between joints and on exterior side of joints I.D. — pipe to manhole connection to be 8 by flexible sleeve invert channel to provide a smooth transition in to out, V-0" min. for all connections 2'-0" max. N-(r max. —_— estop precast invert or grout '' .` of bench -wall bottom to form channel �; ._ D!2 same elev. as �. r < ,_a x. , h 8" top of pipe 6" bedding stone W. NOTES: 1. Manhole sections shall have an external coating of approved polymer film water proofing prior to installation. 2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of water proofing. 3. Final slope adjustment of manhole frame may be by shims and non -shrink grout. 4. Skid pad to be placed around manholes located in shoulders of roads. 5. Flat top casting shall be used on shallow manhole (4 ft. or less) installations. STANDARD MANHOLE Figure 11 UTILITY EXTENSION PROFILE 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. FLOW 4 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACiKFILL AND COMPACT THE FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. ;OUM: Adapted from Patton H a r r 1 s Rust & AssocIates,Pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 Winchester, VA 22601 RA T 540.667.2139 PH F 540.665.0493 0-40 FLOW EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. CO. PLAN DESIGN SURVEY DRAWN DATE J. D. S. MARCH, 2005 CHECKED SCALE R.A.M. 1 "=60' SHEET Fl�13387 5 of 7 1-0 1 i 1 1 .20 PIPE 33.00 PIPE F0 BEN 240'----�'—_" MH—A STA 0+00 PUMP STATION DATA LWL — 657.50 HWL — 659.00 PUMP TYPE — E — ONE GRINDER PUMP AMGP PROVIDE DUPLEX PUMP STATION AND THIRD SPARE PUMP IN STORAGE CARTON. PROVIDE REMOTE HWL ALARM AS DIRECTED BY OWNER. PUMP CONTROLS TO BE MOUNTED IN NEW CONTROL PANEL. MOUNT WHERE DIRECTED BY OWNER. 1.5" PVC SDR21 CONNECT TO EXISTING 6" — FORCE MAIN WITH APPROPRIATE 670 i j 1 - , 665 JGl i 1 1 TER MAIN PRIVATE_ _ i ► 2-6 45 BENDS Pde. aR�1 i PUMP STATION MT 660 z W CL U.S. ROUTE 50 DATUM ELEV a �• 655.00 O O O N r- 0 n 0 _-_. _ ___.___._ __... -__ _._.rn _ .�' r- r- (.000 (0 c0 W (0 (`0o Q0 1.6 (0 co c0 (0 (0 (0 c0 (0 (0 (0 1, SCALE. 1"--20' 0+00 0+50 1+00 1+50 2+00 AMG� General Applications The internal check valve assernbty The Environment One After market located on the grinder pump is custom - designed for non -clog, troubfree Grinder Pump (AMGP) is engineered operation. to fit into virtually any grinder pump wet well. Universal design allows easy Units are available with a number of, I j drop -in conversion, ready to connect. discharge horse lengths to accommo- _ The AMGP is a complete replacement date a wide range of existing tank for all of the troublesome components depths. - of a centrifugal, including the old unit's Operational information slide rails, pump/motor, float switches, piping and motor control deviogc. Motor General Features 1 hp,1,725 rpm, high torque, capacitor start, thermally protected, 120/24OV, All solids are ground into fine particles, 60 Hz, 1 phase allowing them to pass easily through Discharge Connections the pump, check valve and small- diameter pipelines. Even objects not Pump discharge terminates in 1 1 /4- - - normally found in sewage, such as inch female solvent weld fitting; plastic, ribber, fiber, wood, etc., are threaded adapter is supplied and ground into fine particles. discharge can easily be adapted to 1 1/4-inch MPT. The grinder is designed not to jam and I_ .. for minimum wear to the grinding Discharge mechanism. 15 gpm at 0 psig (0 TDH) The AMGP comes complete with a 11 gpm at 40 psig (92 TDH) self-contained level control system, 9 gpm at 60 psig (138 TDH) . ._. eliminating troublesome float switches. The grinder pump is automatically Overload Capacity activated and runs infrequently for very The maximum pressure that the pump short periods. The annual energy can generate is limited by the motor consumption is typically that of a 40- characteristics. The motor generates a watt light bulb. pressure well below the rating of the The 1 1!4 inch stile face discharge Piping and appurtenances. The auto- matic rest feature does not require connection is adaptable to any existing manual operation foAowing overload discharge piping. U. S. Pat. 5,439,190 ' Discharge Data includes loss through check valve, which is minimal. LMOOO100 Rev. C, 1102 R �r FA �_ 0 13.0' AFTER MARKET GRINDER PUMP. POWER CABLE ALARM ON OFF 25' I 17. I 13' 1 3' —13.1' --+- j NSF CIP SGS CAM 1 5-30-01 1 B 1/10 DR BY CWT DATE I ISSUE SCALE DIMENSION SHEET, AMGP -.L.M000102 • • •11111111111 IIIIIIIIIIIIIII� III LWIM111 0 re 10 f-_MN-1wtft111111■ • ■INUALAMW • • • • • r ■1■ 19 SL OF FACE TOOL SLIDE FACE TOOL CtNJNECTION�� ADAMALE E \-RECEIVER (� I SLIDE FACE DISCHARGE COMPQNENTS FLEXIBLE J DISCHARGE HOSE (AVAIL.. 1. - 48'-120') — SLIDER, VALVE SHUT-OFF COMPONENT is FEMALE /SOLVENT WELD 4 (INCLUDED) EXISTING EXISTING DISCHARGE DISCHARGE FITTING LINE EXISTING STATION WALL NSF SA SLIDE FACE ASSEMBLY w W a a �a 0 0 CV 00 c6 u-) u7 CO C:) to O z _ ;4S PROVIDE RISER TO EX. GRADE PRIVATELY OWNED AND MAINTAINED TEMPORARY PUMP STATION TOP ELEV=661.58 BOTTOM ELEV=655.00 INV IN=657.50 INV OUT=660.83 (DISCHARGE) 23 FT. 8" PVC SDR35 @ 2.17% �• ""'Y CABLE ----------------------- AL QUICK . 111201 DISCHARGE SLIDE FACE QUICK DISCONNECT AFTiNG HARNESS (NYLON) CHECK VALVE/ IT[ -SIPHON VALVE AFTER MARKET GRINDER PUMP tSING BELL S STAND WinchesW Bull0ing Supply Co., tnc- w B — 2UD1 MdM W Pike PRECAST iMnichester', VA 22so2 Hate: 00101W F--.-__--___________� ! i L_-_._. ___-..______-___Li Lj �virTt sealed wltj �&x1 sh' conseat E ! A _an I Precast Concrete Septic Tanks Cement: Type i P ConCrete: 45W PSI Min. 28 days �Tanic L - w B H C 1 D 0 E gal per in 1s 26 23.14 Capacity A 90r 750 t.aMo�l- 45r sr 70• 7ir 75` 96• - s5• 39' 55• sr Sr 1000 Gallon 125e Ce@em 114' ` li 1 S00 Callon 116" 1"s3• 79• 64• 6 25.42 EXISTING PUMP STATION ELECTRICAL. --- QUICK DISCONNECT NEMA 6P (EOD) el one EQUALIZER - LIFTING ROPE -- (NYLON) DISCHARGE SLIDE FACE QUICK DISCONNECT FLEXIBLE DISCHARGE H05E (AVAIL. L = 48'-120') i Distribution L w -Fliw- H A wile NO l ole smote 19` 11' 15.5• S.75• &V _ 8 Hole 1DHole 21f 11• 15.5" 5.5• G r 5W 11' 16P 6• 6.75' 12 HOW 41• 11" 1i6.S" 61 SS" 1S Hde 4r 119.T iT 7.75• 8.75• MUSHROOM VENT (F NOT EXISTING, AVAIhABLE AS AN ACCESSORY) —STATION MUST BE VENTED EXISTING 'JUNCTION BOX -�ascrstAR'�cE FITTING AMGP INSTALLATIONS CAN ACCOMODATE EXISTING TANKS UP TO 160• ANTI -SYPHON CHECK VALVE-ASM GLASSPVC)LL ED 30.0" EXISTING --/ INLET FITTING PIMP STAND P7� (316 SS) SEMI -POSITIVE DISPLACEMENT TYPE PUMP DIRECTLY DRIVEN BY i HP MOTOR CAPABLE OF DELIVERING 9 9pm AT 138' T.D.H. (34 Ipm AT 42m T.D.H.) NSF c5p TSGS T CAN 01/0/02 1 C 1 1/16 DR 8Y I CW-D I DATE I ISSUE I SCALE TYPICAL DUPLEX AMGP INSTALLATION DETAIL SHEET, AMGP DUPLEX . TYPICAL DROP -IN EXISTING STATION LM000105 0 Ui W 0 C.? LLJ a_ CD 0 1 ILJ I I o W V) 5-- LLJ G1NIq J gi } or- � o C do dZ LeVOPMOO 'Q. 9 0 CL N � d = O O V o N o T �r- (A N Q > N U N O C: 0- r L- . 116 �-+ (D CO (an) (C! 0 N N N W CD 0 O vi r• Ln U-) 0 V) H LL, .U) L � _ L_ + Q) c c O LLJ . Z k.;o ZO WZ d LLB 'Q > ZC � X� �W 18 Z LLJ Cr) Q V WW � Q. M 0. L0 O L N O = z LL. 0 0 Q W W to 0 U) N Z :2 v © Q z z Y Z^ u n W QQ GA. Q V CG-7 NOTES I. THIS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO Of Cl, ASS A3 IF CAST IN PLACE, 4000 PSI F PRECAST. 3. COMBINATION CURB L CUTTER HAVING A RADIUS OF 300 FEE# OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB L CUTTER. 4, FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE ND CURB AGUTTER W BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE PCO ES AND TO THE DEPTH OF TIC S. THIS CURB MAY 9E USED WITH ANY DESIGN SPEED BUT IS REQUIRED WHEN DESIGN SPEED IS GREATER THAN 40 MPH ON RURAL HIGHWAYS AND 45 MPH N DEVELOPED URBAN L SUBURBAN AREAS. 6. WHEN £HIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE TRANSTFIOR IS TO BE MADE WITHIN 10'OR THE CHANGE IN STANDARDS MADE AT REGULAR OPENINGS. I. WHEN COMBMiATgN MOUNTABLE CURB AND GUTTER IS USED,THE STANDARD ENTRANCE GUTTERS OR STANDARD CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE Im MOUNTABLE CURB CONFIGURATION INCORPORATED. �2" R 1r • c AG A • •-'��'----�--_, - THE BOTTOM OF THE CUB AND _ GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF THIS AREA MAY BE CONCRETE A7 1 I SUBBASE COURSES A MN. DEPTH OF 7" IS III"""--- 7" "--"TT"------"�� - - 2•-D'• THE OPTION of THE CONTRACTOR MMNTMiED MAINTAINED COMBINATION 4" CURB & GUTTER REFERE VIRGINIA DEPARTMENT OF TRANSOORTATION 502 20/ i14 t CG-6 NOTES, 1, THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3• COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB HL GUTTER, 4.FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER,THE BOTTOM OF THE CURB AND GUTTER Uji BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT- S. THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR 4" 2" R LESS IN DEVELOPED URBAN i SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE UIR EXCEEDED STANDARD CG-7 IS REQUIRED. b s b 1 1`i" 7" b O O O D D D D D • b O--.---0 .-- -- 6„ 2, -0" THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR 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. SPECIFICATION REFERENCE COMBINATION 6'' CURB & GETTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTAT ON 20t.O3 END -SECTION 12" - 60" PIPE HUBEND ON TET O-STENS TEK, ON CONCRETE TO BE 4000 PSI MINIMUM END VIEW END SECTION DIMENSIONS PPE DIAMETER A B I C D E IT, 4" T-O" 2'-0" 4'-0" T-O" I5^ a" '-3" r,g„ 4'-O" 2'-G' 18" 9" T- " T-g" 4'-0" 3'-0" 2r' T-IT" T-I" 5'-0" 3'-6" 24" 9i 3'-7" 2'4" 6•-I" 4'-0" 7" 10 " 4'-0" 2'-r' 1 4'-6" 30" r-0" •1'-6" t-7 • 6' 5'-0- 33" r-f " 4•- 2^ 3' " 7'-1 - 51-6" 36" 1•-3" T-3" T- " 6'- 6'-0" 42" 1,_g,. 5:_ " ..r= 6'-2" 1 4a" 2 -0" 6'-O" T-2" V-2" 7'-0" 54" 21-3" 5'-5" 2' W-21 T-6- 60" 2' t1" 5'•0" 3'-3" N!'•3" B'•0" INSERTABLE SHEET A142 ALTERNATE END -SECTION 12" - 60" PIPE Es 1 Hi END ON OUTLET END -SECTION SPIGOT END ON INLET END -SECTION j J — CONCRETE TO BE E 4000 PSI M/t4MU D PAY LINE SECTION X-X END VIEW END SECTION DIMENSIONS PPE DIAMETER A B C 0 E 12" 4" 2'-0' 4'-1" 6'-T' 2'-0" 15" 6" '-3" 3'-10" 11 r_6" nT" it 2'•3" 3'-10•' 6'-r' Y_l 2T' 9" T-ir• V-2" 6'-r^ 3'-6- 24- 10" 3'-7" 2'-8" 61-3" 4•-0" 27" 11Y " 4'-0" 2'- " 6•-Ili 4'-6" 30" r-0" 4'-6" 1'-7 6'- 5'-0" 33" 1 / ` 4'-10' 3' 3'/" 8'- 5' 6" 36" V-3" 51-31' 2'-Et' 8' 1 5'-3" 2'-tr a'-2" 61-6" 54" T-3" T-5" V-11" N3--4" T-6" 60" 2'•6" 51- -J" B'-0" LENGTH OF PPE PAY LINE sHouLDER c � B NOTES PPE LENGTHS SHOWN ON PLANS ARE BASED ON END -SECTION OESICN SHOWN ON THE LEFT. IF THE CONTRACTOR ELECTS TO USE THE ALTERNATE DESIGN SHOWN ON THE RIGHT, LENGTHS WILL BE REDUCED BY CULVERT — THE DIFFERENCE IN DIMENSION "0". SLOPE DETAIL SPECIFICATION REFERENCE FLARED END -SECTION FOR 12"-60" CONCRETE PIPE CULVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 7/01 102.01 GEOTEXTILE FABRIC — ' SaECFKAIgN '..IIEFENR/M2; 204 245 4114 DETAIL 1 C91— rID-B MIN, 3S Ewl T SECTION A -A SECTION B-B DETAIL 2 -B S WN- w MIN. 3S SECTION A -A DE TAIL 3 L SECTION A -A EG-1 T� I !MIN. 3S NOTES: 1• 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 ENDWALL OR ENDSECTION IS SPECIFIED ON PLANS, CONSTRUCTION IS TO BE IN ACCORDANCE WITH DETAIL 2 SHOWN ABOVE. 3• GEOTEXTIE FABRIC TO BE INSTALLED TINDER ALL EROSION CONTROL STONE IN 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/HEIGHT FOR BOX.ELLIPTICAL OR ARCH CULVERT, 5.*USE TYPICAL SECTION SHOWN ON PLANS OR FOR SIDE SLOPE, BOTTOM WIDTH AND DEPTH OF CHANNEL, MATCH EXISTING DITCH OR NATURAL GROUND. MN. DEPTH EC -I 'ro- q ASS I 2' CLASS 1 3' STONE FOR EROSION CONTROL VIRGINIA DEPARTMENT OF TRANSPORTATION SILT FENCE CULVERT INLET PROTECTION ENDWALL L TOE OF FILL 0 0 a SILT FENCE o 0 * DISTANCE IS 6' MINIMUM IF FLOW LIS TOWARD EMBANKMENT FLOW OPTIONAL STONE COMBINATION 1.0' 1-5' FLOW ■ VDOT #3, #357, #5, #56 OR #57 L:IAKJt AIJUKLIJAI L TO REPLACE SILT FENCE IN " HORSESHOE WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC 2.5' CLASS I RIPRAP PLATE. 3.08-1 (STOP 30" LEGEND, BORDER — WHITE (REFL.) BACKGROUND — RED (REFL.) STOP SIGN - DETAIL NOT TO SCALE STANDARD STOP BAR STOP LINES SHALL BE THERMOPLASTIC AND BE INSTALLED ACCORDING TO THE MUTCD 2003 EDITION SECTION 3B-16, PAGE 3B-25. NIA �0 C �o dz �NokvIl Q WV � Cy V � _ O 0 0 N A `- tli N Q > ro 0) 0) U N O C n I` r Ln � � 4,,,, N N UJ co (n LL1 CO CO o co t— ti L L_ _ + O .6.0 C W 0 a I H Z W O U Q N Li W N1 CD O I O I I W N S W Z z O WZ a w <C > Z_ 0. X� 0W 8 Z W Z� a U � � W Ir 0. M a In O 0 LLJ N O = z LL_ CU 0 Q Q O Z � � U 0 Q r- z 3 v zn w = J • • • BI - - T R - - r • will• • • • • I T I • • R FULAkom GENERAL CONSTRUCTION NOTES 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, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia 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 an utilities. Any damage shall be th2 contractors respponsibility. The contractor shall notify all utility companies 77 hours prior to construction. Call Miss Uti1% 1-800-552-70001. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the fie) b each contractor r t beginning the work. The Engineer will approve all cut sheets. e d n or no 0 Y P 9 P q g P 4. An unusual subsurface conditions encountered dunn the course of the work shall be immediately brought to n yy9 Y 9 the ttention of the Engineer and/or the Owner. a En d 0 n 9 / 5. Contractor to obtain at his expense, all permits required of this work and shall faithful) adhere to the permit P � P q Y conditions imposed. 6. All grading for improvements to be confined to the project area. An work performed offsite is the Contractor's responsibility 9 9 P P1 Y P P Y 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 ecifications are available at www.fcso-water.com . water and sanity sewer portion f these plans are valid for two ears from date of FCSA approvals. 2 The n o hes n al w sanitary P P Y 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 inspection of a new line: a The Authority shall furnish all labor and material. b The 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 contractor's 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" 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 requireded). 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 shaill 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 lines backflow prevention device. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times duringconstruction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and saging of construction moterials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. VIRGINIA DEPARTMENT OF TRANSPORTATION V1. 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 most stringent shall govern V2. 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. V3. When working within VDOT right-of-way, all traffic control, wheather permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify 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. V5. 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, V6. 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. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion 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. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. Ail water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at conflict points. V12. 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 the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. ' All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtaines 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. / h" 6 Y G` F /J r. f' 2 af' r r n , s : Wall LU ,,. 111 �z} y„r 51 a , 4 , ar IF. i Proposed Use: Contractors Yard V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of 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 V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right- of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOrs discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices, V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior 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. V19. Aggregate base and subbase materials shall be placed on subgrade 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 VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified. V20. 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 VDOT 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. V21. 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. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT?s installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. VicinityMap Scale1*=2 LOCAL UTILITIES Frederick County Sanitation Authority P. 0. Box 1877 Winchester, Virginia 22604 (540) 868 1061 P.O.C. John Whitacre Alleghany Power 3463 Valley Pike Winchester, Virginia (540) 722-5852 Verizon 404 Hillandale Lane Winchester, Virginia (540) 665-3156 •1 Cindy o, 22602 P.O.C. Tim Kelly Adelphic Cable 1039 N. Frederick . a 22601 (540) 667-0364 P.O.C. Art Coleman �,,henandoah Gas P. 1 Box 2400 Winchester, Virginia ,1 869-1111 02604 P.O.C. �, `S.FIi./.E'i IND.E.X 1 SHEET /xCO11ER � 3 t�4�'SIIE DEVELOPMENT P'` 4 5 UTILITY SION PROFILES,r 6 PUMP STATION DETAILS 7 CONSTRUCTION DETAILS 6 CONSTRUCTION DETAILS EROSION CONTROL 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to issuonce of the land disturbance permit for the subject project. 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the 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: a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, 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 and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the as -built which states that the subdivision has been constructed in accordance with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 5. All erosion control structures shown or as required during construction shall be continuously maintained 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 when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 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 good lawn quality gross cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. Owner/Developer: PERRY PROPERTIES 1945 MILLWOOD DRIVE Winchester, Virginia 22602 PHONE- 540-667-4310 Approved by Frederick County Zoning Administrator s t t o n HarrisRust & ASSOCIates.,PC Site Plan Approval Valid for 5 Years From Date Shawn Hence Date Engineers. Surveyors. Planners. Landscape Architects. �`tH op P, s 117 East Piccadilly Street, Suite 200 Winchester, VA 22601 T 540.667.2139 F 540.665.0493 Prviect Number: 13387 1.0 J'0* theet Number 1� of 8 REV. 6-6-06 - REVISED PER F.C.S.A. - J.D.S. 9 . • �r t , t ` it > -j C,\ N I A -1\ \ � I , >: I,- V- �It or, _j(0 0 T C*4 - "S z -1, ill"Z7 , , - -- I , �r � I - -- , , � -. N 4 -le 6 , -�, �, , i� , 3 -11,U , , , � � I-XI-1 - 0 , i 5 - �,-�--, , � -. - ,; , ?, � 4"', ","5 1 � ��. ,�,Mg,� ,��,vi- ,,;'--:, �� z I 1-1 I ,�,� , I -1� ,�,� ..�, - ; -,!��-�w;--, --, ,,, i � e, IN V "� , ,. -wn�-�'-1 ,7- -.4 �., "'i ."�� - & 14- , - , 1; ". 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N I -, 1; ,�,� A - - ,, __ � - �-- -1 � I I � 7--; -1 U, it - 1 Li�l - -", �"' L �,' Z,!' �,'�'.�"".,-�,,�EM:�"-�--.-�r""��,,��--,I , --t� - � ,� , ,- �� . , 0 - -1, I Jw - I 1: &#- i f-A , I I 11 � � 4, �,�� ,� =1 C:1 = - I M 1=1 0 . I -< �< -�5 W 0 r.. I I I z z Y . 2 3: 0 En 8 �j P: \Project\ 1 3387\ 1 -O\Eng r\Pla ns\set-pl- HOM E\Perry-Base-3-25. dwg, 8/25/2006 9:49:11 AM, WN HPDJ4000 Final.pc3 CN T- z W §- = z � - - 0 0 - - . . . , I � Existing 6' Chbinlink Fence J P: n(RCP)= 0.013 Culvert Summary n(cpp) = 0:012 Culvert Inv. In Inv. Out L(ft) D(In.) S(%) Type Q(des)cfs q(10)cfs v(10)fps From Cap.Chk 1 691.00 690.70 69.0 15 0.43 C PP 4.62 1.08 3.77 Str. 1 o.k. Drainage Area Summary DA Area(ac) C CA T(c)min 1(2)in/hr 1(10)in/hr 0(2)cfs Q(10)cfs 1 0.25 0.63 0.16 5 5.2 6.8 0.82 1.08 mo -c 685.21 2 JTS. 8" PVC SDR35 @ 0�..5%--- `-SINE) YXX PROPSED CONC. SIDEWALK ") Existing 2 STORY parking Ar BLDG. ADDITION .F = 699.43 LDG. HEIGHT= 24' ,975 S.F. --f --EXISTING CONC. SIDEWALK EX. SAN MANHOLE TOP 694.78-----�� \� INV. UT=688.18 INV. 1=688.26 rn / Existing Gravel Parking Area .X691.22 STOP SIG AD'BAR EC-1 REQUIRED MATCH EXISTIN CLASS Al- RIP RAP AVEMENT ELEV. L=8 EXISTING POLE BARN >c 689.64 EXISTING WASH BLDG. Hand Pump CONTRACTOR TO PROVIDE ACCESSIBLE HANDICAPPED RAMPS AND WALKWAYS TO ACCESSIBLE PARKING AREAS FROM ALL EXISTING TEMPORARY AND PROPOSED MODULAR UNITS. Gravel PROPOSED TRAILER 12'x6O' NO SEWER/WATER SERVICE REQUIRED MH-H A689. STA 18+00.81 RIM 691.80 INVERT IN 684.80 PIPE ,/- INVERT OUT 684.60 PIPE \ i EXISTING -PAVEMENT EXISTING TRAI TO REMAIN _ ,, • NO NEW LIGHTING PROPOSED • NO NEW PARKING PROPOSED • NO NEW ENTRANCES ONTO STATE HIGHWAYS PROPOSED • NO NEW SIGNS ARE PROPOSED • ALL DRY UTILITIES TO BE EXTENDED FROM EXISTING BUILDING PLANTING SCHEDULE BOUN/CAL COMMON NAME SIZE SPACING OWNATY ILEX CRENATA HVZ HOLLY 36" MIN. PLANTING HEIGHT 3.5 FT. ON CENTER 26 EX. SAN MANHOLE (HOLDING TANK) TOP=691.37 INV.=680.47 - 8"X4" WYE 4" SEWER LATERAL (PRIVATE)_ MH-G STA 17+09.48 RIM 692.00 INVERT IN 684.10 PIPE INVERT OUT 683.90 PIPE :N-BT -ISLQPE , 0.57% G SQ SERVICE 2"x45' BEND 1-2"05° BEND PERRY ENGINEERING/ �•lr S a` M•.. • Existing • . • r ,.FF=698.14 ��e�nlif - ;�1't*=='""'=_ .=. '�e■�IIIIIIIIIAIAI�;';If11111�- I . • # ADDITIONAL SPACE .•.. EXISTING ,,, Wit, .� I■�GAS BLDG. • r N. ` . 696it EXISTING 3 Pa es .�1 10 COSS �1 RIP RAP 1 iJEQUIJED I rL& U.. Kf; Ir a Mtn - MAILBOX MARKING LINE X 0 0 Z � cll H-F LJ 0 STA 16+22. 7 LJ - RIM 692.30 z 0 in INVERT IN 683.40 PIP INVERT OUT 683.20 PIPE 0 0-) -A690.63 LLJ LL- F) 1-2705' BEND • X LLl W .� IZ 92. o c CD E 6" x 1.5" MILLED JOINT REQUIRED PROJECT SUMMARY n TAX IDENTIFICATION NUMBER 64-(A)-158 C)V RIES 2' 2' EXISTING PARCEL AREA 42.976 ACRES Existing pavement W G-7 DEVELOPED PARCEL AREA 1.67 ACRES DEVELOPED AREA DOES NOT INCLUDE UTILITY EXTENSION 2% ZONING M-1 ADDRESS 1945 MILLWOOD PIKE CURRENT USE CONTRACTOR YARD PROPOSED USE CONTRACTOR YARD SAW CUT EDGE DISTURBED AREA 2.5 ACRES PROVIDE TACK COAT - 1.5" SM-12.5A 5" BM 25.0 SETBACKS REQUIRED PROVIDED (OR MATCH EXISTING DEPTH) FRONT 75' 137.45'+ 8" 21-B SIDE 25' 37.1'+ AGGREGATE LAYERS TO EXTEND 1' BEYOND BACK OF CURB. REAR 25' 606'+ ROAD IWEN/NG AT PERRY ENTRANOE EX. PARKING 5' --- _ BUILDING HEIGHT 60' (MAX.) 20'(+/-) N.T.S. GROUND FLOOR AREA EXISTING BUILDING 2,393 SQ. FT. PROPOSED ADDITION 1,474 SQ. FT. MAIN BLDG. FLOOR AREA 4,748 SQ. FT. (TWO STORY) BLDG. ADDITION FLOOR AREA 2,975 SQ. FT. (TWO STORY) TOTAL FLOOR AREA 7,723 SQ. FT. (TWO STORY) FAR ALLOWED 1.0 FAR PROVIDED 0.02 OPEN SPACE AREA REQUIRED 25% 10.744 ACRES OPEN SPACE AREA PROVIDED 25.46 AC. 59.2% INCREASED IMPERVIOUS AREA 1,474 SQ. FT. PARKING REQUIRED PROVIDED OFFICE (1/250) 28 34 HANDICAP SPACES 2 2 TRIP GENERATION ITE, 7TH EDITION ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 85 T.P.D. NOTES: USE CODE: 710 1. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY 9. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE FIRE MARSHALL REQUIREMENTS. BUILDING CODE AND SECTION, 304, USE GROUP B (BUSINESS), OF 2. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA THE INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT RG1N1q D� �0 � �o aZ 'kA10 ,Pvn00 to 13 N � 4) o C� v � 4 � N �!S c- n r-� u5 C o Q0 0 cC! (C! v; r. '- Lr) 0 (Y 0 cn F- U. N � L � L U-) R L. \ a� C � o w . AND A117.1-92. 1-98 ACCESSIBLE AND USABLE 3. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES BUILDINGS AND/FACILITIES? OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 10. RENOVATION OF THE EXISTING STRUCTURE SHALL REQUIRE AN ASBESTOS Z 4. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 INSPECTION ACCORDING TO THE USBC SECTION 112.1.4 IF CONSTRUCTED .J 5. THE OWNER IS RESPONSIBLE FOR THE MAINTENANCE, REPAIR AND PRIOR TO JAN. 1, 1985. Q. REPLACEMENT OF ALL LANDSCAPING MATERIALS, FENCES AND WALLS. 6. ANY PROPOSED/NEW OUTDOOR LIGHTING SHALL BE HOODED AND BE 11. HANDICAP PARKING SPACES AND UNLOADING SHALL NOT SLOPE GREATER AMBER IN COLOR SUCH AS THE TYPE OF LIGHT PRODUCED BY HIGH- THAN 2% ACROSS AREA. SECTION 3408.6 (ADA 20% RULE) OF THE �..� PRESSURE SODIUM LIGHT FIXTURES. IBC SHALL APPLY FOR THE ADDITION AND RENOVATION. ALL REQUIRED 7. BURNING SHOULD BE PROHIBITED AS THE SITE LIES WITHIN THE AIRPORT EGRESS DOORS SHALL BE ACCESSIBLE TO A MIN. EXTERIOR AREA FOR Z CLOSE IN APPROACH SURFACES AND TRAFFIC PATTERN, ASSISTED RESCUE, SECTION 1003.2.13.7.IBC AND 50% OF THE ENTRANCES W 8. DURING CONSTRUCTION PHASE OF THE BUILDINGS, ALL CRANKS WILL BE SHALL BE ACCESSIBLE. REQUIRED TO HAVE AN AVA111ON OBSTRUCTION FLAG (4'x4' WH(tE AND 12. NOTE, THE EXISTING MOBILE OFFICE UNIT IS ONLY PERMITTED AS A ORANGE ONE FOOT BLOCK CHECKERED FLAG) AND/OR AVAIiION`RED TEMPORARY STRUCTURE AND SHALL BE REMOVED OR RE -PERMITTED OBSTRUCTION LIGHT VISABLE DURING OPERATIONS AND MUST BE7 LOWERED AT NIGHT UNLESS LIT. INTENDED HOURS AND DATES OF\\ AS A GERMINATE STRUCTURE AND WOULD NEED TO BE ACCESSIBLE. a OPERATION NEED TO BE COORDINATED WITH AIRPORT OPERATIONS 13. THIS TYPE STRUCTURE SHALL BE SUBJECT TO SPECIAL INSPECTIONS J SUPERVISOR, DAVID FOLEY, NO LESS THAN TWENTY-FOUR HOURS ACCORDING TO CHAPTER 17 OF THE IBC., (SOILS, CONCRETE, ETC.) PRIOR TO START. Permanent Stabilization: All disturbed areas not paved sh\dll receive a min. 6 in. topsoil FUTURE and be seeded as follows: 20 FT. SEWER EASEMENT 200 Ibs Tall Fescue per ac. (� TO F.C.S.A. 12 lb. Annual Rye per ac. 1000 lbs. 10-20-20 Fertilizer per ac. 10 FT. SEPARATION " " - 8 SEWER TO 2 2 tons agricultural limestone per ac 2 tons straw mulch per ac. PRIVATE WATER LINE Permanent seeding will occur as the final phase of construction �� ') Temporary Stabilization: Seeding to stabilize areas left denuded for more than 7 do hilt of yet at final grade shall be as follows: 60 Ibs German Millet per ac. (May through September) 60 lb. Annual Rye per ac. (October through April) \ -9T 450 Ibs. 10-20-20 Fertilizer per ac. Z Q EXISTNG F,A \ \ 2 tons agricultural limestone per ac CONCRE 2 tons straw mulch per ac. � 7c) Aso Seeded areas to be Watered and cared for as necessary to provide grass emergence. \ Z - E ISI1NG �i M NHOLES 'LFJ 2" WATER SERVICE 6 6.07 MH-E 1 1 /2 WATER METER STA 12+57.52 RIM 691.30 WITH TRAFFIC COVER INVERT IN 681.30 PIPE PROVIDE ANCHORED EXISTING GRAVEL �' INVERT OUT 681.10 PIPE CONCRETE WHEEL STOPS A C K 'L,,�j c FTO PROTECT METER no-' 20 FT. WA�R EASEMENT 1 FIRE LANE \ EX. EDGE OF PAVEMENT J, FIRE HYD. ASSEMBLY 1-12" GATE VALVE ---- 2 JT. PVC SDR21 WATERMAIN 1-12" PLUG U.S. ROUTE 50 -A4LWOOD PIKE POSTED SPEED LIMIT= 55 M.P�FI. 1#4PH/CSCWIF 30 15 0 J - J 30 r (IN FEET) �-- - 1 inch = 30 ft. PIPE SEWER EASEMENT EXISTING MO UMENT SIGNAGE AM TO BE REMOVED FROM STATE RIGHT-OF-WAY. EXISTING CG-11 TO REMAIN - 00 0 Lli LiJ 'V L L- U.J j Z LL o X W Z -Y � W o \ �$ o Q U) a � �. (Aow C3 cr_ O X CL M D_ o to u7 0 ' CV o 0o cQ d CID N Z cn z O U O :Z� Ir II O Cir Q o M U V) z Z ZLAJLAJ M a U = U U � Z >- N C z Z � C; LJJ z o w Z C) Vi :E Q Uj w a cr Q�: a -� O oo� i ao5; ¢ ¢ Z Z Y Z� � W N- i r- Z V i-i V Wj form b( trench I 1- 61 minimurne F1.1-Trnmachine excavation limit ............ gate Vail . . . . . . . . . . trench bottorn.1 ve ate valve & boxe"s V98 box undisturbed eaj_.jW1 stone bedding TEE, WYE, OR PLUG TYPICAL SECTION In lieu of wood forming the fitting may be wrapped with *denotes hand excavation ryethylene, and the concrete poured to completely surround 41Y = 12" min. for W and smaller pipe e fitting and a cainst undisturbed soil. The bearing dimensions V = 180 min. for 124 thru 2(Y pipe against undistu soil shall remain as shown. see chart below for A, B, C dimensions. CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS Pipe Dia. Plugs, Wyes & Teas 11 1/4, and 22 1/20 Bends 450 and W Bends - A B C A B C C A B C 61 11-V a-9* 111-W a-9" (Y-90 U-91 9' 11-T a-V V-.9" 8' V-T U-W V-T I O-W 90 1Y-W 1W OP-W 2-T 101 1 1 1' U-90 V-9" 12"m 11-va-9110 11 - 1 W L--F V-3- 1W JV-3" V0 2-W j-0YI-V 1 W T-W 1 4- 7F 77 11-W IT 2 1'4r 4W 16. 17 1 T 717 "TT T-7 V-3 '7r 11-6" 11-T 31-V V.3- 2(r 77 T-7 7" 77 11 1 LC THRU 90- BENDS ver fittings and concrete thrust blocks. �UWQ_§ZE ROD SIZE NO- RODS EWaLUMT I LO & LESS 6 2 30M 14m - W 8 2 36' 61 8% THRUST BLOCKS FOR VERTICAL 12* UP BENDS SHALL BE THE SAME 14" 0.5 AS FOR HORIZONTAL BENDS. I k, n a 18, 1.4 20" 2.2 CONCRETE THRUST BLOCKING Figure 2 - 1.3 1.1 2.3 - 1.8 3.7 1.2 2.8 5.5 1.7 3.9 7.6 2.3 5.1 - 3.2 6.3 - 4.5 7.8 - tunnel liner NOTE: 1. Separation of carder pipe from casing pipe shall be by manufactured steel and/or plastic casing spacers 2. spacers shall be placed on spigot end within 6 Inches of connection to bell; then 2 spacers evenly placed on length SECTION of pipe SIZES REQUIRED CARRIER PIPE CASING PIPE WALL DIA. C) DIA. C) THICKNESS (I 4 or less - 12 -.260 6 -16-.250 8-18-.375 10-20-375 12-24-.250 14-24-.375 15-24-.375 16-30-.500 18-30 -.5W 20� 36 -.6W 21-36-.5oo 24-36-.500 (for larger pipe usetunnel liner) WATER SERVICE LATERALS a) Casing pipe shall be SCH 40 PVC or SDR 21 b) 31 diameter pipe for 10 service lines c) IV diameter pipe for 20 service lines d) no spacers or sand fill to be installed HIGHWAY CROSSING Figure 3 Revised Oct 03 M.J. FITTINGS AND D.I. PIPE RESTRAINED BY MEGALUG RESTRAINING GLANDS WATER top of stream bank dp rap see detai: below ....... ... VMIN SEWER rip rap to be minimum 6 ft. wide andl ft.deep STREAM CROSSING Figure 4 as required Revised OCt 03 th win P 75' FRONT SETBACK ST Ljj I 1 11, �11 Lij 1) FUTURE 2, _17 3 Ft, N 02 V 30 FT WATER & W co AP p,W SDR2 SEWER EA ENT IN FM 7 WA IJj ROPQED 2 TER z 0 s Ml� z 0 17. wp� 7� -0-ml 00 A 7 �Trl , A momM I 0 LL_ I ; U-1 0 80 4; /At FF)rr Wr I inch 40 ft, 8.1W Rt'. 'Ef ffiz�' '14t ------ . ..... 2, �Z 2 REVISED PER AGENCY COMMENTS 8-25-06 C.S.K. 1 REVISED PER AGENCY COMMENTS 6-06-06 J.D.S. NO. DESCRIPTION DATE REVS'D REMD APRVD DATE rREVISI N A W%0%r%_9% .0 r%% r- k4 I I �j Dig RONAID A. MISLOWSKY, JR. No. 20674 t".. PROJECT PERRY ENGINEERING BUILDING EXPANSION SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUN ,VA a a GQ A A 4 4 A $0 11 1 11 OR :11 A a 04 a 81C.z?8.jj rAIVII VVIM-111 IrUj_TVVV_t_II 10I.Ptj r SEWER AND WATER EXTENSION P a t t o n H a r r Is R us t & A s s o c I a t e s , P C Engineers. Surveyors. Planners. Landscape Architects. 117 Eost Piccodilly Street, Suite 200 Winchester, VA 22601 + T 540.667.2139 F 540.665.0493 CO. PLAN # DESIGN SURVEY I DRAWN DATE J. D. S. MARCH, 2005 CHECKED SCALE R. A. M. 1 40' SHEET FILE NO. 4 OF 8 1 13387 1 f LAJ w w n- a L0 tdM e7- n n � coco ��zzo in =L�l-l— ° 685 • 675 49m ov d- to q� M N—� f PIPE PIPE SLPE1.4% 5 SLOE 0.51. PVC Sl R35 CT pp CG •- V C00 N 00 to M 00 to st pp d' `i- NN r co O cV to Lo N co cca Cn C1 tLA 'd' co 0) ppppd' CC M CCA r" ad- tCD N LO ccod 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 70( 69; 69( 68'r 47 67E 67C zm ..6 Offl-Q, I W cc 9 N RIM 700 695 ME 685 680.00 0) 0) CD 60 30 0 60 120 IN FEET % 1 inch = 60 ft. FIRE HYDRAIff ` 1 Vtt �/pASSEMBLY AL YG PIP INVERT ATER N- ____. ' RAIN. OVER 2" WATER ERVIC 2"x45° BEND PRMV TE LIN T RA - C So RAO - _ . PR® FO CONAUATION OF WAFER LIN E PROFILE S (BI SEWE LOW) LINE PROFILE THIS S EEf r` cV O co Q- M O cD M CD to M M 0) CIDcD to d' 0) to to 0) c0 O co 0 to to to 0) CD d It � 0) co r" 00 � O to N 0 r` a9 c0 r- r a0 tD co (0 co a) cD O c1I co 0) CIDco O O co 0) to 0) O cD 0) d 4 Q) 10 to CO t7 Q) co to rl cNi 0) c0 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 w w a- "a- O OSTIOP — p 0 30" LEGEND, BORDER - WHITE (REEL.) BACKGROUND - RED (REFL.) S SIGN ® QMIL NOT TO SCALE STANDARD STOP BAR STOP LINES SHALL BE THERMOPLASTIC AND BE INSTALLED ACCORDING TO THE MUTCD 2003 EDITION SECTION 3B-16, PAGE 3B-25. Minimum 6' x 6" onchored into pavement with #4 rebar. Length - 24° . CURBINd DETAEL w w Uj a_ ii w °- Lv °W_- 13- CV — o O a O co cD _ _ __._ _� _..._- _ co - ^ Ca z 0 co . co f-. co i _ Ur s cj + t O C� � +� 5 � - �• 64in cc m__ �I� ao-rn — ME _ I LJ �� - � FOR NTINU T10N 0 WA LINE ROFILE_ W W SEE LIE PR LE TH S SHEE f- _ a- W� (ABO VI ITER � --- - I - - Lo CO CD N r- N - _ ¢ 2"x4 ' BEN 45'--8 DS- - - — L� W aZ : -CO � N S � ¢ - - DIA in.PVC SDR35 W �- CD o xT D Bin. PV SDR3 PE LE 365 SL PE 0. - — - -PIPE -- N 87 - LEN - 91 - - SL PIPE LEN-67 PE 0. % N rM N N _ P s s ° a ° S1.0P 1.67 -- SL PE 0 D 8in.P SDR -DIA-8 n:.PVC-. DR35-- - _ 9 DIA 8i .PVC R35 ° � � g � C NNEC TO E 12" WATE PIPE . S S� s O 1- 1 1 °BEN C S®5 1A gin. o: —P OP65 f2 URR AIN PE 40� EX. 1 " WA R M IN 2- 2"x4 BEN ? IA gin. C SD 35 - - PF---- LOPE � - D� a PIC R35 _ SLOP 2.00� Tt - 00 d- r1') ca 0 O O 'i- th O O O O O O O O O O O 00 c0 ►n O — 00 O M oo M O O N 00 M O r7 r, O to n O er 00 h O N M M d ca O tD N M M LID cn tf) tO 00 d O) c0 Cn 00 h t` (o ` c0 r- 00 00 00 0) O O O .= N N N N N N N N N N N M M LO r, m 00 6 O O O � N N r i r i 4 6 (6 c6 eo r` r- 00 of O O r .= N N N N N N N eV N N N 4 tM N rM Ui N � r 1: c0 to to c0 cD c0 (0 r` r, r, r, r, r` r, r, Ph rh r, r, n r, r, r, r` r, r, rw r, 00 00 00 00 00 00 00 00 00 00 00 a0 m 00 00 00 00 0) O O O 0) 0) O O O 0) O O 0) O O O 0) O O O m O O 0) 0) O O c0 c0 cD 0 cD c0 c0 (0 c0 cD (0 co 0 c0 c0 c0 cD cD c0 c0 1:0 t0 c0 c0 cD c0 c0 cD c0 t0 c0 c0 c0 c0 c0 c0 c0 co c0 c0 cD t0 c0 c0 1:0 c0 c0 c0 c0 c0 c0 cD t0 c0 c0 c0 c0 0 c0 10 10 10 10 10 10 10 10 10 c0 t0 10 c0 10 -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 7+50 8+00 8+5n Q-r-nn Q4- .rNn 104-nn 1 n-1.9;n 11 .,_nn 9 a -LRn 9")-Lnn 1 1)� r,n 1 Z..Lnn 1 z-LRn 1 A -. nn 1 A � r,n 1 r'-Lnn 1 r;_L xzn 1 c, nn 1 c 1 r-n a- nn , -7 RONALD A. MMDWW,Off 20674 bt .. a. ....ems $ SHA"'WNEE MAGISTERIAL DISTRICT ff RICK i i 3 3 , VA • '. • DRAWN DATE MARCH, 00 SCALE R. .0 nLE • 13387 1-0 U.S. Pat. 5,439,1 W Discharge Data irxludes loss through check valve, which is minimal. I M000100 Rev. C.11D2 AMGP General Applications The intemal check valve assembly The Environment One After Market located on the grUhdel' pump Is CuStom- designed fornvrr.dog, trouble• ree Grinder Pump (AMGP) Is engineered to fit into virtually any grinder pump wet well. Universal design allows easy units are available with a number of, drop4n conversion, ready to conned. discharge hosellengths to accom mo- The AMGP is a compiew replacement date a wide range of existing tank for an of the troublesorThe oompon9 is dopft. of a centrifugal, Including the old units Operational Information slide rails, pumpftwitor, Baol switches. piping and i rotor control devicgs. Motor General Features 1 hp.1.725 rpm. high torque, capacitor protected,start thermally 120/240V. Ail solids are ground into fine particles, 60 Hz 1 phase avowing them to Pass easily through Discharge Connections dlameW pipeYrles. Even objects not the temp, check valve and email- Eve Pump discharge terminates in 1 19- normally found in sewage. such as inch female solvent weld fitting; pkefic, rubber, flber. Wood, at., are threaded adapter is supplied and ground into file P8601es discharge can easy be adapted to 1 1P44rich MPT. The grinder is designed not to jam and for minimum wear to the grinding mechanism. 15 gprn at 0 Pat9 (0 Tom) The AMGP comes complete with a 11 gPm at 40 pclg (92 TM) sell -contained level control system, 9 gpm at 60 psig (138 TDH) evininatiog trouWesorne that switches. The grinder pumd is automatically Overload Capacity run led and runs in for very The maximum pressure that rile pump shoacitrt short annual The annual energy can generate Is limited by the motor consumption is typically that Of a 40^ mption. �. The motor generates a watt light bulb. pressure well below the rating of the The 1 1M-It1ch side face dischargeand piping The aukb- srlaric rest feature does not require connedion Is adaptable to any existing manual aperetian overload. discharge piping. 1 T u AFTER MARKET GRINDER PUMP. POWER CABLE ALARM ON OFF 25' NSF CIP SOS CAH . 5-30-Ot B 1/10 DR BY 0" DATE ISSUE SCALE Mr- DIMENSION SHEET, AMGP -.LM000102 670 •.i DATUM ELEV 655.00 O O O SLIDE FACE TOOL 1== Z4 JR SLIDE FACE TOOL. CONNECTION FLEXIE (AVAIL.DISCHARGE PUMP STATION DATA LWL - 657.50 HWL - 659.00 PUMP TYPE - E - ONE GRINDER PUMP AMGP PROVIDE DUPLEX PUMP STATION AND THIRD SPARE PUMP IN STORAGE CARTON. PROVIDE REMOTE HWL ALARM AS DIRECTED BY OWNER. PUMP CONTROLS TO BE MOUNTED IN NEW CONTROL PANEL. MOUNT WHERE DIRECTED BY OWNER. CONNECT TO EXISTING )— �^ ,6 FORCE MAN WI TItI APPROPRIATE i M 36' 111N. CO I DR21- _TER MAIN - ----- -- --r-V pR21- QRCE MAIN EX t= 2- EX. 6"X ' FM ENDS a_ CL O O N h O n O (0 (0 O O (0 (O (0 (0 (0 (0 O O (0 (0 (0 (0 O 0+00 0+50 1 +00 1 +50 2+00 SLIDER-� kLE` WELD 4 (INCLIAED) EXISTING EXISTING DISCHARGE DISCHARGE FITTING LINE EXISTING STATION WALL SLIDE FACE ASSEMBLY w w a. a. O O O 00 00,0 O co cl, PROVIDE RISER "'Of— — TO EX. GRADE PRIVATELY OWNED AND MAINTAINED TEMPORARY PUMP STATION TOP ELEV=661.58 BOTTOM ELEV=655.00 INV IN=657.50 INV OUT=660.83 (DISCHARGE) `-- 23 FT. 8" PVC SDR35 ® 2.17% •,". Y CABLE 'AL QUACK P (EQD) �"-------__ DISCHARGE SLIDE FACE / QUICK DISCONNECT JFTING HARNESS (NYLON) ` `�- CHECK VALVE/ ITI-SIPHON VALVE AFTER MARKET GRINDER ' PUMP ISM BELL 7 STAND nn Winchester sulkong Sumo co., )nc. �t%tas -� 20M MWwood Pike PRECAST ' W9nchesW. VA 22602 Dad?: 04MQR15 L:....__.._..,_.....----__._.,..__ _ �J .�otnt sealers WX-I cons" 8 A Precast Concrete Sepic Tanks Cement: Type i P Contret0: 4500 F Sl Min. 28 daw L W H I O Tw* Opacity A 8 C D E 4iI w to 75o Cawon 9Q• 49' 70' SW SS' 15 lowcallon 1t?3' Sr 7(r SS' Sr 20 12500MIon 9114• sr.7r 391' S8' 2314 _ 1500 416' Gi• 79• 64• 63• 2542 EXISTING PUMP STATION ELECTRICAL — QUICK DISCONNECT NEMA 6P (EQD) elone EQUALIZER - LIFTING ROPE --- (NYLON) DISCHARGE --- SLIDE FACE QUICK DISCONNECT FLEXIBLE DISCHARGE HOSE (AVAIL. L - 48'-120') :ill WN Disiti L W H ; 'OW Nate High Hale smote 19" 111" 15.5' 5.75r 6.7 8 Hole 21V 15.5• 5.S' 5.S' 19 Hole sw 12 Nole 41• 11• t65' 6• 64 6S' 15 Hole 47' 19:5• ?T 7.75' MUSHROOM VENT (IF NOT EXISTING. AVAI4ABLE AS AN ACCESSORY -STATION MUST BE VENTED EXISTING JUNCTION BOX EXISTING DISCHARGE ING AMGP INST CAN ACC EXISTI UP T ANTI -SYPHON CK VALVE•ASM ;LASSPVC I LED NG 0 ALLATIONS QMODATE TANKS 160' , 30.0' EXISTING--/ ofti INLET FITTING PUMP STAND (316 SS) SEMI -POSITIVE DISPLACEMENT TYPE PLUM' DIRECTLY DRIVEN BY 1 Hie MOTOR CAPABLE OF DELIVERING 9 9pm AT 138' T.D.H. (34 Ipm AT 42m T.D.H.) NSF $g SGS CAM 01/x1/Q2 C vie DR er CMK D WEISSUE SCALE TYPICAL DUPLEX AMGP INSTALLATION Z O W Z — > W Q — _ Z Q. 4 x W Z w Z Q U WW W 0. M (L LO O OLLJ h N O _ Z LM_ I U O Q QD W ui o (n in 0 z Vj Q � Q U a I z z U zh w _ �M PA R•� l��lr�l•Jrtla•�i17•� �� :.1 Y ti�'a;'1 vanes at property line (see note 2) skid pad— K roadway box- 2' CTS polyethylene tubing (PET) 200 psi wl SS inserts at all connections \_saddle with corporation stop water main J ball valve curb stop with PJ - (CTS) both ends [B44-777 wl SS Inserts]; with 2' gate valve operating nut ' I 8' CUTOUT DETAIL (typical) VBHH77-15BHC-11-77 2" custom setter (meter by FCSA) cast in place access standard flat top door, centered in for N diameter top (see note 1) 1L manhole 2 max. / / figraded _ lk N.1 a %ce NOTES: 1. Access door shall be by Halliday Products or our approved equal: a) in non -traffic area - model no. S1 R3030 b) in traffic area - model no. H1 R2424 2. Water service crossing street: a) Encased in 6" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across 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 corp. stop; wire to be taped to top of PET at 10 foot Intervals; come up Into meter box and terminate level with angle ball valve]. 1 1/2" and 2" METER INSTALLATION Figure 6 4 ft ti boot ..Mai, intra-Flow Inside Drop 4!Mom i a. /� /. ./ XMultiple Fastening -e Lugs ~ :�.s. .,,yam'•:'., * 4 6" stone— ar bedding Inside drop system manufactured by: Royal Environmental Systems, Inc. P.O. Box 430 30622 Forest Blvd. Stacy MN 65070 (651) 462-2130 (651) 462-6990 Fax DROP MANHOLE Figure 13 3ft minimum REVISED PER F.C.S.A. COMMENTS =;REVISED PER F.C.S.A. COMMENTS DESCRIPTION Revised Oct 03 stone bedding Revised Oct 03 ,i.l 1 .'ICI rl, ' 4' ;1• concrete pad 1'-& sq. x 6' deep ?:vee - ■ 4 stone screw type adjustable valve box 4W min. location marker stone valve megalugged to main megalugs � . .a° 's•; c, °negalug . � • eaa: egr •=' �'sgg=e-ae_ y °�•a�••,a• ` .: t : • :•ago°ig°e•:gg••g:g • '. • ' - •age°sZ . . ......... ;8aee : •"s''!:. k •:•°g8g ••�i:••:•e•a°°•.°°•°°•agJ••s ,::8-:•.e° L 'o o�"ege4g ! -.� °gg aga;•$ '+ :+ •'>•gee°°gaooe°° oogg•°°e eee•e e oae 8i thrust block I t0 24° 8"x 8"x 16" solid block (for valves 12' and larger) Note: this detail is also used for butterfly valves GATE VALVE Revised Figure 8 Oct 03 R cast iron cleanout cap with brass plug must be 8" from the top of the screw type adjustable box finished oracle square concrete skid pad 20'x 20N W deep cast iron cleanout cap with brass oQ4 VALCO, Inc plug having a countersunk square Fig. No. 71 BOB head Panella Model PA4SV-CSK (41 Q31E IFEQ with lid marked v�v 'SEWEFr �I SDR 21 - cleanout pipe bottom se�ctlon of box brick base �- SDR 35 spiggot by ' ' . SDR 21 gasketed SDR 35 <;�, ~ -^` :' :'::bell adapter gasketed bell Wye :.•;k .` ...... r•`' sanitary (sere note)SDR 35 gasketed sewer main SDR 21 ='t :bell 45" bend •••..>;J: SY..'' ..�.t�-'vy _.ti.;,.::`� i��4 rY?.:Oy:.e. J: • r`w-:..i hc• 4.`,'.�•_ 6' stone bedding NOTE :If top of sewer main is greater than 16 deep, then wye and bend to be heavy wall SDR35. SEWER CLEANOUT Figure 17 PROUECT PERRY ENGINEERING BUILDING EXPANSION SHAWNEE MAGISTERIAL DISTRICT ►�'��r-•��-�-��.��ar��r�.�-�-ice'-� �-�t�.�a�.�.�_ Revised Oct 03 ' trench width •', as required - 6' dia. schedule 40 steel . ; ' • pipe filled with concrete 31 and painted yellow \/.,• q 2' Q 18" dia. >>' 11-6" concreteA encaseme';:';1:; 31 concrete thrust block BOLLARD DETAIL direction of setting to be approved prior to installation I � 6' as required concrete pad 1'-sq. x 6' deep FQ 2' min. - 6' max. 4 / 4' stone screw type adjustable stone stone to be minimum valve box Of 6" above top of base �/ ••�•: • ° e•e• ° locator marker •aa a ..:•':g 'ej ja.•. :• °:$$$ag;]e stone � ;Ygass;�;e$;gig's;;;-.?a :Sa£oi�o aea zgsgz ;a g :°:;: egg:°: o;: °•:•g ° alu eg g °000eegeg°og°ogeg. •oBveeEoo'^• °eg$•$•$ ° ae°e°O° •"!�''...:•: ..., a ee e • .: .ti. / . ... - :.*� "' :...: yr 8eg8gYg °e8�8g8;e�g�o8g&:a%% • °:8: o o :B:Y' � ,}.�:::,:�:;::.:.:.:"' � •°•e g$e;:g$o,° °°•°°°°og%eg°•. ° egg .• � .... ,. a °,ee°,. ee, ,e$.g a°e,°,°° ,e, °eee•e.e a°° •• .:� .. . e°:g:ee8:,•°°e°° •°°°•°°•°:°•••g$•°•ag° .� ,� mechanical joint +; og>g8eagegegeg:g8gg e .ggeggggag o:g°g:g°g: ge °e °o Y geo geg.g°g.° g°g.g SWIVeI tee with ' ' e;g 8 8gag:g�?8°8y:oe°'; •• g;gg•g'•e•.•°•°gggggg: 6' branch ege;.g .•..• e•••'g gag :ga°•'•gg•°°g°°ggg• • •8°8ggg••° oe° °g� >•° 8� g°$�E;Y•°e°$gg :gYvag:• ° • ,.geg• :g: •ege .g °.,e ege :•$•e°:•E°e g°e•8 a a8• 8 �e�° o • • �o• FIRE HYDRANT ASSEMBLY Figure 9 SILTFENCE CU-1VERT INLET P.ROT/ECTION DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW OPTIONAL STONE COMBINATION 1.0' 1-9, FLOW up *VDOT #3, #357, #5, #56 OR #57 IiVAKJt A UKLUAlt TO REPLACE SILT FENCE IN " HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from VDOT Standard sheets and Va. DSWC CONSTRUC11ON DETAILS 2.5' CLASS I RIPRAP concrete pad psi w/ SS inserts at all connections Note: in traffic area blow -off hydrant to be set under manhole frame and cover. manhole frame and cover %/ ✓ ��i (cover labeled water) 6" manhole adjustment ring '° -�•� stone bedding BLOW -OFF ASSEMBLY Figure 10 concrete pad Revised Oct 03 CONSTR UCTION OF A SILT FENCE (WITH WIRE S UPPOR T) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. � G 4 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. i G FLOW I EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. PLATE.3.08-1 SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 Sherwood do llyant Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 + Winchester, VA 22601 T 540.667.2139 F 540,665.0493 CO. PLAN DESIGN SURVEY DRAWN DATE J.D.S. MARCH, 2005 CHECKED SCALE R.A.M. AS SHOWN SHEET FILE NO. 7 of 8 13387-1-0 CG-6 ----I NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. SDR 35 spigot SDR 35 spigot by by gasketed R SDR 21 gasketed 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, bell 45° bend bell adapter 4000 PSI IF PRECAST. (see note) 2' 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB)SHA.L `' x wl BE PAD FOR AS RADIAL COMBINATION CURB � � " %� . _ :: rr„ °k. .ta. _ r"c•u �.. e . a' GUTTER. ;` x 4-FOR USE WITH STABIL12ED OPEN -GRADED = = + y'• "' r r�;•{.«,, i .,,•� .M/•A.}:Mr. ?ry DRAINAGE LAYER,THE BOTTOM OF THE CURB , AND GUTTER BE CONSTRUCTED PARALLEL 3' minimum TO THE SLOP SUBBASE COURSES -� AND TO THE DEPTH OF THE PAVEMENT. SDR 21 gasketed , � SDR 35 8°x4" pipe and fittings S. THIS CURB MAY BE USED WHEN gasketed bell wye SCH 40 DESIGN SPEED IS 40 MPH OR LESS (see rote) solvent ON RURAL HIGHWAYS AND 45 MPH OR SUBUR13AN weld cap 11 2•" R LESS IN DEVELOPED URBAN & AREAS. IF THESE DESIGN SPEEDS ARE " EXCEEDED STANDARD CG-7 IS REQUIRED. property line � O • 5 �' C U) I> p ' r-r' ' . . ' 7" / location marker 36" min. 44 G cover ` + • • stone 0 0 0 0 0 0 0 0 o pp ° Xy 11, D D 1> o00o06.1- 000 O o 0 0 0 0 0 0 0 0 0 0 0 0 '-Y'.• ' O O O O O O O aaooa°ooaoa000aoao V ° ! " . . ® o o aaoo O o :4.s::.tz+ _.�......_.�_......r..._........—._...._. THE BOTTOM OF THE CURB AND ,•r � ti�Jv.-,r�,�� ` ��.� GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF g=• 2'-O'° SUBBASE COURSES PROVIDED A _ - treated n 4" with MINIMUM DEPTH OF 7" top 6" painted green IS MANTANED. 4"pipe at 2.00% THIS AREA MAY BE CONCRETE minimum grade AT THE OPTION OF THE CONTRACTOR SPECIFICATION REFERENCE COMBINATION 6" CURB & GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 CG-7 NOTES: 3. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE. 4000 PSI IF PRECAST. 3. COMBINATION CUR13 & GUTTER HAVING A RADIUS OF 300 FEE* OR LESS (ALONG FACE OF CURB)SHALL BE PAN) FOR AS RADIAL. COMBINATION CURB i GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER THE BBO2:11,�TTOM OF THE CURB AND OUBE PARALLEL TO TTHER S"I W OF SUBBASE CONSTRUCTED FC'OVRSESTNO TO THE DEPTH OF THE 5. THIS CURB MAY BE USED WITH ANY DESIGN SPEED BUT IS REQUIRED WHEN DESIGN SPEED IS GREATER THAN 40 MPH ON RURAL HIGHWAYS AND 45 MPH N DEVELOPED URBAN iM SUBURBAN AREAS. 8. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB. THE TRANSITION IS TO BE MADE WITHIN ID'OR THE CHANCE IN STANDARDS MADE AT REGULAR OPENNCS. 7. WHEN COMBINATION M01J<NTABLE CURB AND GUTTER IS USED. THE STANDARD ENTRANCE CUTTERS OR STANDARD CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE THE MOUNTABLE CURB CONFIGURATION INCORPORATED. 2" R , 2" " f" R 4" t'•:1' ° • db 11" • . • ► 7" . .0 - • B e 0 . ° • - — ---- "---- — — — — — THE BOTTOM OF THE CURB AND "~~ GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF THIS AREA MAY BE CONCRETE 7" 2'-0" SUBBASE COURSES PROVIDED A MIN. DEPTH OF 7" IS MAINTAINEDTHE OPTION OF THE CONTRACTOR—" ON COMBINATION 4" CURB & GUTTER REFEREANNCE „as 2131.04 VIRGINIA DEQARTMENT OF TRANSPORTATION 502 © REVISED PER F.C.S.A. COMMENTS DESCRIPTION MIT Vr: kMI MM Note: If top of main Is greater than 1S ft deep use heavy wall SDR 35 concrete cradle d top of main is greater than 15' deep GRAVITY SEWER SERVICE LATERAL PRIVATE END -SECTION 12" - 60" PIPE -HL6 END ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION X ',. X CONCRETE TO BE E 4000 PSI MINIMUM PLAN C—mile B O PAY LIEF SECTION X-X END VIEW END SECTION DIMENSIONS PIPE DIAMETER A B C O £ t2" 4" 2,-w 2'-0" 4'-0" 2'-0" " 6" 2*-3" t-9" 4'-0" .- " ID" 9" 2'-W t-9" 4'-V 3'-0" 1 '-tt" 2'-r' 5'-0" 3'-6" 24" 3'-7" 2'-6" 6'-r 4'-0" '- '-r "• 30" r-O•' 4'-6" r-7 6'- 1 51-0" 33" 1'- 4'• 2'- 7'-1 " 5'-6" 35" 1'-3" V-3" 81- " 6'-0" 4 " I'-9" '- -ir &-2- " 40" 2'-0" W-0" 2'-r V-2" 7'-D" " 2'-3" 5'-5" r-UI' " a'-21 " T-6" 6O" 2'-tr 3'-0" 3'-3" 8'-3" 4-Cr• INSERTABLE SHEET A 142 EEALTERNATE END -SECTION 12" 60" PIPE ES-' SPKMOTrE tD ONTIKET END -SECT CONCRE_ 4000 PS T BE E MINIMUM PLAN C tB DIAMETER OF PPE 4fPFib A 11 1&1/I D SECTION X-X IN e --- PAY LIE END VIEW END SECTION DIMENSIONS PIPE DIAMETER A B 1C O E 12" 4" 2'-0" 4--t' 6'-1" 2'-0" .w. 6" '• 3'-10" 61- 2'-6" 18" r 2'-3r s-10" w-r 3'-o" 21' 9" 2'-tr' 3'-2" 6'-r 3••G" 24" 10" 3'-7" 2'-8" 4'-0" 27" 10' " 2'- 4'-6" 30" r-o" 4'-6" t-7 ." 6'-t " s-0" 33" t- 4'-tOM " 3'- Y14'• $'- 5'-6" M. r^3" S'-3" 2'- 6'44" 6'-0" 4 " 1'-9" V-3" 2'-TI" -" V-Ns" 48" 2'-0" W- 2'-r 7'-0" 34" 1 2'-3" 5'-V 2'-11" 8'-4" T-6" 2'—" .-3" - -O" PAY LIE C mile SLOPE DETAIL NOTES: PPE LENGTHS SHOWN ON PLANS ARE BASED ON END -SECTION DESIGN SHOWN ON THE LEFT. F THE CONTRACTOR ELECTS TO USE THE ALTERNATE DESIGN SHOWN ON THE RIGHT. LENGTHS WILL BE REDUCED BY TIE DFFER£MCF N nZENSM "n"_ SPECIFICATION REFERENCE FLARED END -SECTION FOR 12"'-60" CONCRETE PIPE CULVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REV' 7/01 102.01 PROUECT PERRY ENGINEERING BUILDING EXPANSION SHAWNEE MAGISTERIAL DISTRICT « . ► / 1 ► _I•�I�r/. r AIL .IN TY VA r CONS1RUCilON DETAILS GE SECTION A -A SECTION B-B SPFCFVAOON 0708411 204 245 30 DETAIL 2 SECTION A -A DETAIL 3 SECTION A -A " EC-1 S MIN. I MN. 3S 5 NOTES: 1. FOR MULTIPLE LINE INSTALLATIONS DMENSION S IS TO GOVERN THE PROTECTION OUTSIDE THE CHANNEL WIDTH (W), 2• ON ANY SECONDARY ROADS INSTALLATION REWIRING EROSION CONTROL STONE WHERE NO ENDWALL OR ENDSECTION 15 SPECIFIED ON PLANS, CONSTRUCTION IS TO BE IN ACCORDANCE WITH DETAIL 2 SHOWN ABOVE. 3' GEOTEXTII.E 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/HEIGHT FiW BOX, ELLIPTICAL OR ARCH CULVERT. 5.)(USE TYPICAL SECTION SHOWN ON PLANS OR FOR SIDESLOPE, BOTTOM WIDTH NO DEPTH OF CHANNEL, WATCH EXISTING DITCH OR NATURAL GROUND. MN. DEPTH EC-1 ,D" CLASS I 2' CLASS I 3' STONE FOR EROSION CONTROL VIRGINIA DEPARTMENT OF TRANSPORTATION Patton Harris Rust & Associates,PC Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 Winchester, VA 22601 PH R+A 1 T 540.667.2139 F 540.665.0493 CO. PLAN # DESIGN SURVEY DRAWN DATE J.D.S. MARCH, 2005 CHECKED SCALE R.A.M. AS SHOWN SHEET FILE NO. 8 of 8 1 13387-1-0 GENERAL CONSTRUCTION NOTES 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, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. AM 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contrgc�or shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be thp. contractors responsibility. The contractor shall notify all utility companies 7Z hours prior to construction, Call Miss Utili '* 1-800-552-70051. 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 oil cut sheets. LIP'Tq 3ACC)ANd 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 s Water and Sewer Standards and Specifications are available of www.fcso-water.com . 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approvals. 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 on existing water main is tapped for the inspection of a new line: a) The Authority shall furnish all labor and material. b) The 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 contractor's 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' 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 requireded). 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 plans) for design and material approval of: 1) the domestic water meter and its backflow prevention device, and/or 2) the fire service lines backflow prevention device. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 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 within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. VIRGINIA DEPARTMENT OF TRANSPORTATION �'d;. ,Y ,.. ,,.,r L ,w ..,�..... 2:� .....a{:.,. -,Y.%. r :i..s3+: ,✓u.o.c:...:..A .. .: rn {3,5(.;k. You. L a,l yb . t eGd..+.'F^.. a:+iC �•^+a z ,. .I ,.RESPONSIBLE LAND DISTURBER. P NNE - CERTIFICATION IS THAT PAW R6PONAWE FOR ACTMTY AS SUI FORTH IN THE RA. Y% G'.. n' 1 f t � eN Proposed Use: Contractors Yard V1. All work on this project shall conform to the current editions of and latest revisions to the V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or density as determined by AASHTO T-99 Method A, within plus or minus 2% of local regulations. In case of a discrepancy or conflict between the Standards or Specifications optimum moisture for the full width of any dedicated street right-of-way. At the and Regulations, the most stringent shall govern direction of VDOT, density tests shall be performed by a qualified independent V2. All construction shall comp) with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA, and Virginia Occupational Safety & Health (VOSH) Rules and agency in accordance with VDOT Road and Bridge Specifications. Certified) copies of test reports shall be submitted to VDOT daily, unless specified otherwise Regulations. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on V3. When working within VDOT right-of-way, all traffic control, wheather permanent or temporary, these plans and/or as specified by VDOT. shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of V16. The installation of any entrances and mailboxes within any dedicated street right - of -way shall meet VDOT minimum design standards and is the responsibility of the VDOT Road and Bridge Specifications. the developer. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including V17. Prior to VDOT acceptance of any streets, ail required street signage and/or traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility pavement markings shall be installed by the developer or, at VDOrs discretion, companies. It is the sole responsibility of the developer to locate and identify utility facilities or by VDOT on an account receivable basis following the Manual On Uniforms items that may be in conflict with the proposed construction activity. VDOT approval of these Traffic Control Dill plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be V18. The developer shall provide the VDOT Residency Office with a listof all material sources prior to the start of construction. Copies of all invoices for materials subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of utilized within any dedicated street right-of-way must be provided to the local any field revision shall be the responsibility of the developer. VDOT Residency Office prior to acceptance of the work. Unit and total prices V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT may be obscured. land use permits for any work within VDOT right-of-way. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged mechanical spreader. Density will be determined using the density control strip in and held by the engineer and/or developer with the attendance of the contractor, various County accordance with Section 304 of the VDOT Road and Bridge Specifications and agencies, utility companies and VDOT prior to initiation of work. VTM-10. A certified compaction technician shall perform these tests. Certified Vi8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for copies of test reports shall be submitted to VDOT daily, unless specified. any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the to any required or requested inspection. VDOT Road and Bridge Specifications. Density shall be determined using the V9. The contractor shall be responsible for maintaining adequate access to the project from 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 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. shall be submitted to VDOT daily, unless specified otherwise, A VDOT Furthermore, access to other properties affected by this project shall be maintained through representative shall be notified and given the opportunity to be present during the construction. The Developer shall have, within the limits of the project, an employee certified by construction and testing of the control strip. the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment V21. In accordance with Section 302.03, the foundations for pipe culverts thirty -six - Control who shall inspect erosion and siltation control devices and measures on a continuous (36) inches and larger shall be explored below the bottom of the excavation to basis for proper installation and operation. Deficiencies shall be promptly rectified. determine the type and condition of the foundation. The contractor shall report V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at findings of foundation exploration to the engineer and VDOT for approval prior the end of construction. to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum encountered, the foundation design and/or need for foundation stabilization shall thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at be determined by the engineer and approved by VDOT. conflict points. V22. Approval of these plans shall expire three (3) years from the date of the approval VI 2. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, letter. voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease V23. VDOT Standard CG-12 Curb Romps shall be installed where indicated on these P plans and/or as specified by VDOT. in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed V13. All fill areas, borrow material and undercut areas shall be inspected and approved on these plans in accordance with VDOT?s installation criteria. Final approval of the by a VDOT representative prior to placement and fill. Where CBR testing is guardrail layout to be given by VDOT after grading is mostly complete. required, a VDOT representative shall be present to insure the sample obtaines 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. Vicinity Map Scale1"2 • Engineers. Surveyors. Planners. Landscape Architects. r Piccadilly117 East Street, Suite 00 Winchester, VA .f 540.667.2139 540.665.0493 LOCAL UTILITIES Frederick County Sanitation Authority P. 0. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre Alleghany Power 3463 Valley Pike Winchester, Virginia ,0 'Terizon 14 Hillandale Lane Winchester, Virginia -1 ., • • !: P.O.C.dLaing 22602 P.O.C. Tim Kelly Adelphia Cable 1039 N. Frederick Winchester, Virginia 1 (540) 667-0364 P.O.C. Art Coleman Shenandoah a P. 1 Box 2400 Winchester, Virginiit ,! 22604 P.O.C. Tim Hockman r ■ � r a O r • 0 • 021l EROSION CONTROL 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to issuance of the land disturbance permit for the subject project. 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the 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: a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, 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 and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the os-built which states that the subdivision has been constructed in accordance with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 5. All erosion control structures shown or as required during construction shall be continuously maintained 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 when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 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 good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. Owner/Developer: PERRY PROPERTIES 1945 MILLWOOD DRIVE Winchester, Virginia 22602 PHONE- 540-667-4310 Approved by Frederick County Zoning Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence Date Project , 0 '"'heet Number 1� of umber:. 13387 1-0 r REV. 6-6-06 - REVISED PER F.C.S.A. - J.D.S. A. �u "T �0 Ago-, aA �41", qilli ge Nz, 40" Ag 0. �4 T foi- 2w I L i-004t 7" �'A all M I 77" a r. 10' V us ZZ, o "y p f A if, n. 1ION H El G 4' 5`1 %WN PROPOSED G SEWER ESM A I -bi T�E TO F.C.S.A.�kr 11NOfSTERUILDING SUPPLY 41 MOP, IN .... ...... t 75! FRONT SETBACK AK _im V'r OPO_� r, 3,51 PR6�01SP 3� I F IMPROVEMENT" filp A RI it M ? Z- 4k f w/ 0(; NT1. LL. f _gb B. —05 P� �217 B Zoned: M1 Use: _�;ornrp rcia OR P: \Project\ 1 3387\ 1 -O\Eng r\Pla ns\set-pl- HOM E\Perry- Base-3-25. dwg, 8/25/2006 9:49:11 AM, WN_HPDJ4000_FinaI.pc3 A k� _p on, Am x 'O'It" V EXCAVATION AREA,,� L+) N EXIS11 4G & SEWER EA PRIVATELY OWNED & MAINTAINED T M E PORARY PLIMP_'S 3 p M4 "t1M_1w.*r4SMf�_ F Qj u S �4- 42 6 A 4 James WM D. 908 t 4_1 %0rr 0 Ar Ge Use- Co ...... u .50 0 200 0100 Mll inch Ito, A, 0 CL 0 Cn 0 U) 0 Ln 0) rn < r4-) 0) > — �t CN 0 a - LC) 0 0 Cn co LJ C) 0 LO Ln LL + Q) Q) 0 0. CL LLJ �e (.D Z z 0 Cr Lad LLJ L.j z 4� x CD L.Li 8 Z Li z W 8 All vi vi 6 Lj d j 0 CK M to (L C�l C> LAJ �� I I— 0 0 CD 00 z 0 LAJ 0 C__) 11 Li- V) U) 0 M < M LLJ 04 C> F- C_;� >_ u: M z >- Of , t7i 0 LLJ 0 LLJ 0- LLJ Ld cz) pr_- LLJ < C� LAJ W < Ld 0 z y 0 z C; (1) z LLJ P: Existing 6' Chbinlink Fence n(RC P)= 0.013 Culvert Summary n(cpp) = 0.012 Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 0(des)cfs q(10)cfs v(10)fps From Cop.Chk 1 691.00 690.70 69.0 15 0.43 C PP 4.62 1.08 3.77 Str. 1 o.k. 0 �v Drainage Area Summary DA Area(ac) C CA T(c)min i(2)in/hr i(10)in/hr 0(2)cfs 0(10)cfs 1 0.25 0.63 1 0.16 1 5 1 5.2 6.8 1 0.82 1 1.08 EXISTING . WASH BLDG. EXISTING POLE BARN Hand Pump \ >c 689.64 686 CONTRACTOR TO PROVIDE ACCESSIBLE HANDICAPPED - RAMPS AND WALKWAYS TO ACCESSIBLE PARKING AREAS FROM ALL EXISTING TEMPORARY AND PROPOSED -< MODULAR UNITS. Gravel -c 685.21 2 JTS. 8" PVC SDR35 @ 0..5% .0 " (J) \ PROPOSED TRAILER �-�� 12'x6O' A NO SEWER/WATER SERVICE REQUIRED C7 '-`• MH-H 50' STA 18+00.81 x689. Lo RIM 691.80 INVERT IN 684.80 PIPE INVERT OUT 684.60 PIPE � t 1 EXI G'PAVEMENT CD (� EXISTING TRAILER (D TO REMAIN h5°jo 1 `-SINE) YZI PROPSED CONC. SIDEWALK Existing 2 STORY Parking A BLDG. ADDITION .F= 699.43 LDG. HEIGHT= 24' J' 1975 S.F.�g�_ -'EXIS INT G CONC. �' SIDEWALK EX. SAN MANHOLE P TOP 694.78 INV. UT=688.18 INV. I = 688.26_ _---''' Existing Gravel VTI- parking Area -A691.22 STOP SIG A�D-BAR EC-1 REQUIRED MATCH EXIS11N CLASS AiRIP RAP AVEMENT ELEV. L=8' 692.9 76934r[ 31 00+L i • NO NEW LIGHTING PROPOSED • NO NEW PARKING PROPOSED • NO NEW ENTRANCES ONTO STATE HIGHWAYS PROPOSED • NO NEW SIGNS ARE PROPOSED • ALL DRY UTILITIES TO BE EXTENDED FROM EXISTING BUILDING PLANTING SCHEDULE BOTAN/CAL COMMON NAME S/ZE SPACING oawiITY ILEX CRENAM HETZ HOLLY 36" MIN. PLAN77NG HEIGHT 35 FT. ON CENTER 26 EX. SAN MANHOLE (HOLDING TANK) TOP=691.37 INV.=680.47 - 8"X4" WYE 4" SEWER LATERAL (PRIVATE) __690_ MH-G STA 17+09.48 RIM 692.00 INVERT IN 684.10 PIPE INVERT OUT 683.90 PIPE -N--8-T----SLOPE . 0.57% ,--I -2"x45` BEND 2 SERVICE �- NATE) 1-2"05' BEND � ri PERRY ENGINEERI ar Existing Garage FF=698.14 f ` E �n�n a;l n STRIPE R ADDITIONAL _r � " V X; � bib HANDICA SPACE FF . 10 FT. WI E X 20 FT. LONG6 696.65 EXISTING GAS BLDG. lk::� 1 1/2" WATER ME R FF=696.80 WITH TRAFFIC CO Y,697.45 EXISTING _ 3 'pa es Sp �es Sp ce CONCRE EXI ITIN , 4 �c696.94 REMOVE EXISTING GRAVEL PLACE LANDSCAPED ISLAND oCLASS 1 RIP RAP EQU{tc HEDGEROW EX. CHAINLINKEHETZ HOLLY Sae CABLE Fill , tILII mow!■ MARKING LINE 0 0 111 MR w �, • • 1 � r [ 1�t �� 1rZeL��l_� 1 ■1 r i l 147tr7�1�■1 �1 Yi l� U I M Nd i■1 �I �i■l��Y�►>!i! 1'1'L� l ��l 1r4�1� �1♦J* �� >•%1 Y !�!•'►'� \ 1 r �1y Z�1�l�J• �� ! 1 l� 0 0 Z � H-F W 0 STA 16+22, 7 11 1 - RIM 692.30 Z 0 Ln INVERT IN 683.40 PIP INVERT OUT 683.20 PIPE 0 6) Z(D) (10 -A690.63 LW C 1 i" -+-J L LL_ w 1-2"05' BEND X W W .� n 92. c PROJECT SUMMARY E 6" x 1.5" MILLED JOINT REQUIRED o TAX IDENTIFICATION NUMBER 64-(A)-158 W V RIES 2' 2' EXISTING PARCEL AREA 42.976 ACRES Existing pavement W G-7 DEVELOPED PARCEL AREA 1.67 ACRES DEVELOPED AREA DOES NOT INCLUDE UTILITY EXTENSION __--- ---- " ` =- 27 ZONING M-1 ADDRESS 1945 MILLWOOD PIKE CURRENT USE CONTRACTOR YARD PROPOSED USE CONTRACTOR YARD SAW CUT EDGE DISTURBED AREA 2.5 ACRES PROVIDE TACK COAT 1.5" SM-12.5A V 5" BM 25.0 SETBACKS REQUIRED PROVIDED =- (OR MATCH EXISTING DEPTH) FRONT 75' 137.45'+ 0 8" 21-B SIDE 25' 37.1'+ O = AGGREGATE LAYERS TO EXTEND 1' BEYOND BACK OF CURB. REAR 25' 606'+ 3 ROAD WDEAWG AT PERRY EN CE PARKING 5' --- N.T.S. BUI BUILDING HEIGHT 60' (MAX.) 20'(+/-) O GROUND FLOOR AREA N a 't EXISTING BUILDING 2,393 SQ. FT. y N PROPOSED ADDITION 1,474 SQ. FT. Q 0 Q ro rn MAIN BLDG. FLOOR AREA 4,748 SQ. FT. (TWO STORY) > N o BLDG. ADDITION FLOOR AREA 2,975 SQ. FT. (TWO STORY) 0!3 a TOTAL FLOOR AREA 7,723 SQ. FT. (TWO STORY) o FAR ALLOWED 1.0 o FAR PROVIDED 0.02 O u - OPEN SPACE AREA REQUIRED 25% 10.744 ACRES ul I•- U. OPEN SPACE AREA PROVIDED 25.46 AC. 59.2% INCREASED IMPERVIOUS AREA 1,474 SQ. FT. .N PARKING REQUIRED PROVIDED L. L to OFFICE (1/250) 28 34 to HANDICAP SPACES 2 2 = � -}- (D TRIP GENERATION ITE, 7TH EDITION ESTIMATES Q 0) THIS SITE AT FUI_I_ DEVELOPMENT r- WOULD GENERATE 85 T.P.D. ++ W NOTES: USE CODE: 710 Rs 1. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY 9. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE G. FIRE MARSHALL REQUIREMENTS. BUILDING CODE AND SECTION, 304, USE GROUP B (BUSINESS), OF 2, ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA THE INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT AND Al 17.1-92. APPLIES IS IBC/ANSI A117.1-98 ACCESSIBLE AND USABLE 3. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES BUILDINGS AND FACILITIES, OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 10. RENOVATION OF THE EXISTING STRUCTURE SHALL REQUIRE AN ASBESTOS 4. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 INSPECTION ACCORDING TO THE USBC SECTION 112.1.4 IF CONSTRUCTED 5. THE OWNER IS RESPONSIBLE FOR THE MAINTENANCE, REPAIR AND PRIOR TO JAN. 1, 1985. REPLACEMENT OF ALL LANDSCAPING MATERIALS, FENCES AND WALLS. Q. 6. ANY PROPOSED/NEW OUTDOOR LIGHTING SHALL BE HOODED AND BE 11. HANDICAP PARKING SPACES AND UNLOADING SHALL NOT SLOPE GREATER AMBER IN COLOR SUCH AS THE TYPE OF LIGHT PRODUCED BY HIGH- THAN 2% ACROSS AREA. SECTION 3408.6 (ADA 20% RULE) OF THE PRESSURE SODIUM LIGHT FIXTURES. IBC SHALL APPLY FOR THE ADDITION AND RENOVATION. ALL REQUIRED 7. BURNING SHOULD BE PROHIBITED AS THE SITE LIES WITHIN THE AIRPORT EGRESS DOORS SHALL BE ACCESSIBLE TO A MIN. EXTERIOR AREA FOR CLOSE IN APPROACH SURFACES AND TRAFFIC PATTERN. ASSISTED RESCUE, SECTION 1003.2.13.7.IBC AND 50% OF THE ENTRANCES 8. DURING CONSTRUCTION PHASE OF THE BUILDINGS, ALL CRAt IES WILL BE SHALL BE ACCESSIBLE. WUj REQUIRED TO HAVE AN AVAITTON OBSTRUCTION FLAG (44' WHITE AND 12. NOTE, THE EXISTING MOBILE OFFICE UNIT IS ONLY PERMITTED AS A ORANGE ONE FOOT BLOCK CHECKERED FLAG) AND/OR AVAITION`�RED TEMPORARY STRUCTURE AND SHALL BE REMOVED OR RE -PERMITTED OBSTRUCTION LIGHT VISABLE DURING OPERATIONS AND MUST BE AS A GERMINATE STRUCTURE AND WOULD NEED TO BE ACCESSIBLE. LOWERED AT NIGHT UNLESS LIT. INTENDED HOURS AND DATES 0 OPERATION NEED TO BE COORDINATED WITH AIRPORT OPERATIONS 13. THIS TYPE STRUCTURE SHALL BE SUBJECT TO SPECIAL INSPECTIONS SUPERVISOR, DAMD FOLEY, NO LESS THAN TWENTY-FOUR HOURS ACCORDING TO CHAPTER 17 OF THE IBC., (SOILS, CONCRETE, ETC.) PRIOR TO START. Permanent Stabilization: All disturbed areas not paved sh�bll receive a min. 6 in. topsoil FUTURE and be seeded as follows: Uj _ 20 FT. SEWER EASEMENT 200 lbs Tall Fescue per ac. TO F.C.S.A. 12 lb. Annual Rye per ac. 1000 lbs. 10-20-20 Fertilizer per ac. 10 FT. SEPARATION 2 tons agricultural limestone per ac 8" SEWER TO 2" 2 tons straw mulch per ac. PRIVATE WATER LINE Permanent seeding will occur as the final phase of construction •• Temporary Stabilization: Seeding to stabilize areas left denuded for more than 7 da of yet at final grade shall be as follows: 60 lbs German Millet per ac. (May through September) �y 60 lb. Annual Rye per ac. (October through April) 9� 450 lbs. 10-20-20 Fertilizer per ac. RE Z Q F� 2 tons agricultural limestone per ac `r�,p 0 2 tons straw mulch per ac. \ L �s0 Seeded areas to be watered and cared for as necessary to provide grass emergence. w Z �F E ISTING M NHOLES 6 6.07 A C K EXISTING GRAVEL 20 FT. WAR minx rrnn EASEMENT �\VS. EX. EDGE OF PAVEMENT MATCH EX. URB INE-AND Di y MAILBOX FIRE HYD. ASSEMBLY -\\---1-12" GATE VALVE 2 JT. PVC SDR21 TERMAIN 1-19" PLUG -� U.S. ROUTE 50 - W4WOOD PIKE POSTED SPEED LIMIT= 55 M.P. . 97R4PH/CSC.4LE 30 15 0 / 30 ( IN FEET) - - -- 1 inch = 30 ft. MH-E STA 12+57.52 RIM 691.30 INVERT IN 681.30 PIPE INVERT OUT 681.10 PIPE PIPE LEN + Owl SEWER EASEMENT EXISTING MMOUMENT SIGNAGE TO BE REMOVED FROM STATE RIGHT-OF-WAY. 2" WATER SERVICE - 1 1/2" WATER METER WITH TRAFFIC COVER PROVIDE ANCHORED CONCRETE WHEEL STOPS TO PROTECT METER EXISTING CG-11 TO REMAIN - tS� 0 mot' W LiJ .4 .1. L._ w <CVi Z 0.._ _ XLLJ � Z -Y � W o Z o � Q J U) W o W C3 0 � M 0_ W o '.0 I C> Ln ' O 00 � � � OD to V O = O Z � II zo` Q C)M ,Z o w z a- LU i= Q U = LLJo Cn O fn !n U U '� z >- a `Z w 2 �o C) Q Now Vi w o a U � � G 0 o w W O U WWZn N O W = J Z 1 10 1- general back (see note) select backfill 9 note) i M i" select backfill Be note) 6" 1/2 O.D. CONCRETE ARCH general backfill concrete CONCRETE ENCASEMENT NOTE: To be compacted to 95% of ASTM D698 maximum density. TRENCH & BEDDING Figure 1 W I— W LLJ (n W Li 0 Z O Q 0 Z F— Z O U W O LL 2 REVISED PER AGENCY COMMENTS 8-25-06 C.S.K. 1 REVISED PER AGENCY COMMENTS 6-06-06 J.D.S. NO. DESCRIPTION DATE REVSED REVW'D APRV'D DATE EVISI N • i' select backfill se note) 6" ,V o )JR. RONALD A. MISLOWSNo.20674 form board trench 16" minimum* _ machine excavation limit gate valve -AX ' ralate valve trench bottorr>J Y& boxes box undisturbed earth stone bedding TEE, WYE, OR PLUG 'TYPICAL SECTION In lieu of wood forming the fitting may be wrapped with *denotes hand excavation polyethylene, and the concrete poured to completely surround 'D" = 10 min. for 10" and smaller pipe tthhe fitting and against undisturbed soil. The bearing dimensions •D' = 18" min. for 12" thru 20' pipe against undisturbed soil shall remain as shown. see chart below for A, B, C dimensions. CONCRETE DIMENSIONS L FOR HORIZONTAL THRUST BLOCKS Pipe Die. Plugs, Wyes & Tees 11 1/r and 221/20 Bends 450 and 90° Bends A B C A B I C A B C 6" 11-W &-W 11-V 04r 0'0" 04P V-3" 0'-9" V-9" 6' 1' 3' 0'-9' '-3' 0'4�" tr-9' 0' 9' 1 fi' O'-W �" 10" 77 0'-9' 1'-6' 1 0=9' 11-T '-9' 07 T 1 1' z 1'-3' 1'-6' 77 '-o' T-0" 14" 1' 0' 1' 3 1' 1'-6" 2' 14r 4'-0" 16" 1'-0' 1'-6' 4 1 V-3' 1'-6" 1- 4r 1--3' 4- 20' - i'-6' 4 - 1-0 -3- 11'-6" 5' 11 1/40 THRU 90° BENDS THRUST BLOCKS FOR VERTICAL 12' — 1.2 2.8 5.5 UP BENDS SHALL BE THE SAME 14' 0.5 1.7 3.9 7.6 AS FOR HORIZONTAL BENDS. 16' 0.9 2.3 5.1 — 18' 1.4 3.2 6.3 — Or 2.2 4.5 7.8 — CONCRETE THRUST BLACKING Figure 2 PROJECT PERRY ENGINEERING BUILDING EXPANSION SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VA ■ r1CII.PLj tunnel liner NOTE: 1. Separation of carrier pipe from casing pipe shall be by manufactured steel and/or plastic casing spacers 2. spacers shell be placed on spigot end within 6 inches of connection to bell; then 2 spacers evenly placed on length SECTION of pipe SIZES REQUIRED CARRIER PIPE CASING PIPE WALL DIA. C) DIA. C) THICKNESS (0 4 or less 12 .250 6 —16 —.250 8 —18 —.375 10�20 —.375 12�24 �.250 14— 24 — .375 15--------24 �.375 16-30 —.500 18� 30 �.500 20— 36 � .500 21 —36 —.500 24 36-----.500 ( for larger pipe use tunnel liner) r WATER SERVICE LATERALS a) Casing pipe shall be SCH 40 PVC or SDR 21 b) 3' diameter pipe for 1" service lines c) 6" diameter pipe for 2" service lines d) no spacers or sand fill to be installed HIGHWAY CROSSING Figure 3 SEWER AND WATER EXTENSION Revised Oct 03 M.J. FITTINGS AND D.I. PIPE RESTRAINED BY MEGALUG RESTRAINING GLANDS WATER see detail below V Y'MIN II III■ 11 II�� SEWER rip nap to be minimum 6 ft. wide and 1 ft. deep STREAM CROSSING Figure 4 Patton H arrIs Rust & AssocIates,PC Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 Winchester, VA 22601 R+A T 540.667.2139 PH F 540.665.0493 as required Revised Oct 03 �,v. M-M DESIGN SURVEY DRAWN J.D.S. DATE MARCH, 2005 CHECKED R.A.M. SCALE 1 "=40' SHEET 4 OF 8 FILE NO. 1 13387 1--0 1 685 .:i 675 m 70 67! 67( 66! 66( zunw AM MOO m NAFIM awa om W W W an ri - t1�8�t� •roar w-a n U-) 4 h r-1 r- � g"zza a cco °OU 'ncc h O + + M co— =E Cz — PIPE PIPE SL PE 1' % 5 SLOE0.51 X MA Bir PVC S R35 af- r G7 tr) 0) ad- Cn M r� N pp CV 00 cc N 00 CN �pNpp N CNppp CNcV � cc CN tppVpp M pMppp d- d' co tl) <0 cG W c�0 c0 c�D c0 CEO cp to CC! Co co c00 00 0+50 1 +00 1 +50 2+00 2+50 3-4-nn 3+5n 4+00 W CL W rl. to 3M 700 695 685 DATUM ELEV 680.00 0) to 4GRWPH/CSCALE 60 30 0 60 120 /N FEET 1 inch = 60 ft. i FIRE HYDRAlff ASSEMBLY -1 GA VALVE PIP INVERT ' MIN. COVER Q 2" WATER SERVICE PRIM TE LIN 2"x4S BEND - " pR0 FOR CONTI 4UATION OF Wfi TER UN E PROF LE S SEWER LINE ROFILE THIS S EET (BE LOW) n M 04 O> cD O M O CD tt 17 0) tD to m rM 0) c0 to N 4 tD 17 .- to 0) co O O 6 01 t0 to t0 tD 0) 0 tt d 1\ 0) to rh 00 r--z 0 t0 N 0 1-: 0) 0 .- (` 0) tD 00 tD C6 0) tD O N tD 01 t0 O O (D 0) t0 to 0) to m tD 0) It 4 0) t0 t0 Co tM 0) to to r N 0) c0 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 W W a- M O O O t— O 30" LEGEND, BORDER - WHITE (REFL.) BACKGROUND - RED (REFL.) STOP SIGN — DETAIL NOT TO SCALE STANDARD STOP BAR STOP LINES SHALL BE THERMOPLASTIC AND BE INSTALLED ACCORDING TO THE MUTCD 2003 EDITION SECTION 313-16, PAGE 3B-25. Minimum 6" x 6" anchored into pavement with #4 rebar. Length - 24" . CURBING' DETAIL W W Uj o_ 0-a W°- W°W-- Q- a o n_ci - _ -_ C> _ — O [gy p ppRR OO __PR �� o� s� B rLo ` - --N NZo �Zo — W � C� � > - FOR ONTINU TION OF WATER LINE PROFILEWW 3 SEE V ATER U E PRO FILE TH S SHE — (ABO ) _ o o W co N r- CV co -i45'BIflS -- 2"0 ' BEN - — - W- W a- -- i N S ¢ MI . 0 DIA in.PVC SDR35 W x r �' �>: PE 365 SL PE 0. % _ PIPE 87 ----M LEN — 91 - — SLOPE PIPE $7 0. -- % N N z a p Sin. SDR3 � SL PE-d� % — �D 8in. SDR DIA mPVC-- DR35_._ W o_ g . z — 1 .o- nI �� 1.61 a' — 9 SLOP DIA 8i .PVC R35 1 � " PIPE _ . _- O + cc) t NOS r2 PE EX. 1 " WA R MIN 2— 2"x4 BENS IA gin C SD 35 OPE 74% PAC - D� 8 R35 SLOP BEN 40 _W d - O0 d' t1) (0 to O O d M O O O O O O O O O O M O 00 (0 to O �- 00 � O te) 00 to O t0 N 00 to to O 1M r` O to M 0) d- 00 r- O N M r7 d cb w (0 N M M to to to tr) 00 > rl-.- 00 (0 N N N N N N N N N N N M M to rh o6 o6 0Q 0) O (O O .-= N N M M 4 to (6 O (D r r� o6 of 6 O � N N N N N N N N N N 4 ri �t 0) t0 � rn � 00 h r^- ((00 > t0 (�0 ((0 ((00 (D r r r• r` r, r r• r, r` t` r• i\ r, r r, r• r• r• r 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 O 0) O .- 0) 0) 0) 0) 0) 0) 0) O 0) rn N N M 6 N *= 0) 0) 0) �-- 0) (0 O u0 (D O (0 tD (D u0 (0 (D (0 (0 to (D (0 (0 u0 (0 (D (0 (D (0 (0 W (0 c0 (D (0 (0 (0 (0 (0 W co (0 (0 (0 u0 c0 (0 (0 (0 (D (D u0 (0 (D c0 u0 0) O (3) (7) 0) 0) o) 0) 0) (0 (0 u0 (0 (0 u0 (0 (0 (0 u0 u0 to (0 0 (D (0 (D (0 tD (0 (0 (0 V0 �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 7+50 R-r-nn R-r-Sn Q-. -nn Q.-rn I O-L-nn I r) Lin I I _LM 11 JLr-.n I )-L.nn 1 7rn , Z t nn 1'Z L Pn , n/1 I d r-A 4 = Ar% , G . crt -7 . nn 4 7 . =r% , ram , nn 2 REVISED PER AGENCY COMMENTS 8-25-06 C.S.K. 1 REVISED PER F.C.SA COMMENTS 6-06-06 J.D.S. NO. I DESCRIPTION DATE REVS'D REVW'D APRV ID DATE ISI N RONALD A0.20674 SLOWPSKY, JR. ONAL PROJECT PERRY ENGINEERING BUILDING EXPANSION SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY VA -- - -- ----- -- -- �— .�.. •.-•..v .ram. vv .v•vv .v. vv •..-- I. vv —v w vvv 1Ww / Ivv I -I Vv IVTVV IVTaJV UTILITY EXTENSION PROFILE Patton Harris Rust & AssocIates,pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 Winchester, VA 22601 R+A T 540.667.2139 PH F 540.665.0493 )POSED LDING 1 699.43 CO. PLAT DESIGN SURVEY DRAWN DATE J. D. S. MARCH, 2005 CHECKED SCALE R.A.M. 1 "=60' SHEETS RI NO. of 8 1-0 U.S. Pat. 5,439,180 Discharge Mate includes loss through check valve, which is minimal. LM000100 Rev. C,1102 P: AMGP General Applications The internal check valve assembly The The Erhvirorxrhent One After Market located on to grader pump is custom - tornon-clog. tralble tree (AMGP) is erg to fit into vhrtuaHyy any grinder pump wet well. Universal design akms easy Units are available with a number of , drop4n conversion, ready to canned. discharge hose lengths to accom mo- The AMGP is a complete replacement date a wide range of eAnting tank for a5 of the troublesome oompaients depths - of a centrifugal. including the old unit's Operational Information slide raft, pumplmotor, float switches, piping and motor control devicgs. Motor General Features 1hp, 1,725rpm. high torque,capac>W start, thermally pr'otected.120/24OV, AD solids are ground into fine particles, 60 Hz,1 phase allowing them to pass easily through Discharge Connections the pump, check valve and small- diameter pipelines. Even objects not Pump discharge terminates in 1 1/4- normally found in sewage, mch as kph female solvent weld frtting; plastic, rubber. Roar, wood, etc., are threaded adapter IS supper and tad into fk* perbdes discharge can easily be adapted to 1 1/44trhch MPT. The grinder is designed not to jam and for minimum wear to the grinding Ducltatge mec»an sin. 15 gpm at 0 psig (0 TDH) The AMGP comes complete with a 11 glm at 40 paig (92 TIDH) self-contained level control system, 9 gpm at 60 pail (138 TDH) eliminating troublesomefloat- The grinder pump is automatically Overload Capacity activated and runs gently for very The maximum premre that the pump short periods. The annual energy can generate Is limited by the motor consumption Is typically that of a 40- dwaderistics• The motor generates a watt light bulb. pressure wellbelow the rating of the The 1 1/44nch slide face discharge piping and appourlenances. The auto - matic rest feature does not require connection Is adaptable to any existing manual operation following overload. dWI ge piping. 2 �-- 0 13.0• —r� AFTER MARKET GRINDER PUMP. 1 T PO50 SUPPLY WER CABLE ALARM ON . OFF 25' NSF CIP SOS cm, 5-30-01 B 1/10 OR BY CH 'D DATE ISSN SCALE o1 = DIMENSION SKEET, AMGP -LM000102 Rn fl'4`l! rE01 �1>rteleln- M1 670 665 DATUM ELEV 655.00 O O (0 SLIDE FACE TOOL SLIDE FACE TOOL CONNECTION FLEXIB (AVAIL.DISCHARGE PUMP STATION DATA LWL - 657.50 H WL - 659.00 PUMP TYPE - E - ONE GRINDER PUMP AMGP PROVIDE DUPLEX PUMP STATION AND THIRD SPARE PUMP IN STORAGE CARTON. PROVIDE REMOTE HWL ALARM AS DIRECTED BY OWNER. PUMP CONTROLS TO BE MOUNTED IN NEW CONTROL PANEL. MOUNT WHERE DIRECTED BY OWNER. r. n I CONNECT TO EXISTING f j FORCE MAN WITH APPROPRI iTE - REDUGER _� - --� ----- -- 1— I � 36" 111N. CO 1 pR21 TER MAIN DR1- QRCE MAIN EX. rn 2- E . 6"X ' FM fflENDS CL O O C4 i- O 1`0 O O rl- 06 (0 r (0 (6 (0 (6 (0 Un (D L6 (0 (0 (0 (0 O CO (0 (0 (0 (0 0+00 0+50 1 +00 1 +50 2+00 MALE ADAPTE ALE WELD (INCLUDED) EXISTING EXISTING DISCHARGE DISCHARGE FITTMK; EXISTING STATION WALL Q NSF S� SLIDE FACE ASSEMBLY w La 0 co 0 00 Lnto Ln CD o z Lri _..- o to O C.0 PROVIDE RISER TO EX. GRADE PRIVATELY OWNED AND MAINTAINED TEMPORARY PUMP STATION TOP ELEV=661.58 BOTTOM ELEV=655.00 INV IN=657.50 INV OUT=660.83 (DISCHARGE) 23 FT. 8" PVC SDR35 ® 2.17% AFTER MARKET GRINDER - PUMP' Y CABLE ---� ;AL QUICK P' lE�) SLIDE CH FACE QUICK DISCONNECT / _IFTING HARNESS (NYLON) CHECK VALVE/ ITI-SIPHON VALVE rSW BELL S STAND Winchester Building Supply Ca., )nc. VBS S 20M Mit rood Pike PRECAST' WfnchesWr. VA 226M Date: 04 OM i l i:__ —_- __—— ______._ ___J .t�olntsaahled Corlsew E A Precast Concre#e Septic Tanis Cement: Type i P Conttete: 4500 FSi Min. 28 OM L W H 1 0 Tank Capauty A S C 0 E tip per In 750 Gaon 9Q• 49" 70' SW 5S 1S IQWGWM 10r Sr Ar 55' Sr 20 12500AW jirl 6tY 75 sr S8 23.14 iR6 11&' 61i ?9" 64• 63' 25.42 I EXISTING --. PUMP STATION ELECTRICAL — QUICK DISCONNECT NEMA 6P (EQD) el one EQUALIZER - LIFTING ROPE — (NYLON) DISCHARGE SLIDE FACE QUICK DISCONNECT FLEXIBLE DISCHARGE HOSE (AVAIL. L - 48"-120') D n L W H, LOW HOW HIO Hole 6Hole 19' 111 15.5" 5.75' 6.5' S Hole 26 11' 15.50 S S' 6.S• 10 Hole 5W 11' 161 6' 6.75• 12 Hole 41• 11' 16.5• V 6S' 1S Ho+e 4'r 19:r• i7• 7.75• 8 75• MUSHROOM VENT (IF NOT EXISTING, AVAILABLE AS AN ACCESSORY) —STATION MUST BE VENTED EXISTING JUNCTION BOX EXISTING DISCHARGE ING AMGP INSTALLATIONS CAN ACCOMODATE EXISTING TANKS UP TO 160' ANTI -SYPHON CK VALVE-ASM 30.0" EXISTIt+X;---/ INLET FITTING PUMP STAND (316 SS) SEMI -POSITIVE DISPLACEMENT TYPE PUMP DIRECTLY DRIVEN BY 1 HP MOTOR CAPABLE OF DELIVERING 9 ypm AT 138' T.D.H. NSF SA (34 Ipm AT 42m T.D.H.) TYPICAL DUPLEX AMGP INSTALLATION 0 I cri z w O U J L. cj:� a_ (.0 0 I cD 0 I cs7 I w o � w C In 5 w G�NIq } J o� J0 NN .o ici /YOh'W00 Z C.� Z 0 WZ -� W �C o Z a- �. -X W U Z Li Z �8 — Q J U � � W W WCL M 0- 0 0 LIJ N 0 z La_ � U0 O < Q (0 W (_ (n (_ ci z Cn Q 0 Q U it o z zQ U Z A 0 UJ WG Q U RAUALOUC varies at property line (see note 2) skid pad--=� roadway box` 2" CTS polyethylene tubing (PET) 200 psi w/ SS inserts at all connections saddle with corporation stop water main ball valve curb stop with Pi (CTS) both ends [B44-777 w/ SS inserts]; with 2" gate valve operating nut 61 8" CUTOUT DETAIL (typical) cast in place access door, centered in top (see note 1) •- 2 max. VBHH77-15BHC-11-77 2" custom setter (meter by FCSA) standard flat top for W diameter manhole finished grade NOTES: 1. Access door shall be by Halliday Products or our approved equal: a) in non -traffic area - model no. Si R3030 b) in traffic area - model no. H1 R2424 2. Water service crossing street: a) Encased in W diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across 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 corp. stop; wire to be taped to top of PET at 10 foot Intervals; come up Into meter box and terminate level with angle ball valve], 1 1/2" and 2" METER INSTALLATION Figure 8 V • ti 4ft . • boot ..Noma A. . ,' Intra-Flow Inside Drop e . • e Multiple Fastening Lugs `a .. i • .3 6" stone• r bedding Inside drop system manufactured by: Royal Environmental Systems, Inc. P.O. Box 430 30622 Forest Blvd. Stacy MN 65079 (651) 462-2130 (651) 462-6990 Fax DROP MANHOLE Figure 13 3 ft minimum - _-_-- FEE �INNINNIENFEE MENIMINNINEEN © �.®_-- FEE' MEI► .. s M, NOT, P:\P.�r 1-asg-�-�.�.—��r-r. � .v, •ram �■ yr ■ j--f.+�.vc.—v' Revised Oct 03 stone bedding Revised Oct 03 1 DD. NXW WW, J$R. No, 2W4 A# concrete pad 1'-6' sq. x 6' deep * 4" stone . . . . . . . . . . . screw type adjustable valve box 48' min. location marker stone valve megalugged to main megalugs •' •'a'' megalug °. . =.b . saga•: ' a;•.g:•%• . �•+a••,•g`g •: ,�e:°r eg ,. �' °�: °C•°'e�:a. •• a•�•e;;a;°z••�. ';::::..; :,:�`....ti.;:°°f;•Mati•'z•:�°',:°%:&w•'r;e%a, •;i.«,a%e•0.°;: ? :° . a°•�•a••°°a°•::.' e ::.•a•.:oY;:•, '„r ':m : thrust block 1 W to 24' 8"x 8"x 16" solid block (for valves 12" and larger) Note: this detail Is also used for butterfly valves GATE VALVE Revised Figure 8 Oct 03 R cast Iron cleanout cap with brass plug must be 8" from the top of the screw type adjustable box finished carade 8" square concrete skid pad . r. 20'x 201x 6" deep cast iron cleanout cap with brass Qn VALCO, Inc plug having a countersunk square �1242 Fig. No. 71 BOB head Panella Model PA4SV-CSK (41 with lid marked Qv "SEWER, SDR 21 - cleanout pipe bottom section of box brick base • = .. SDR 35 spiggot by SDR 21 SDR 35:bell gasieted adapter gasketed bell sanitary (see note):,°'' .. SDR 35 gasketed sewer main SDR 21�' bell 45° bend .',• .•-� r 'i _.�. �.Y'�iA•..w:Jt.•rr>..°y:.: j- „ ryL.r Y6:"•,• i. 6" stone bedding NOTE :If top of sewer main is greater than 15' deep, then wye and bend to be heavy wall SDR35. SEWER CLEANOUT Figure 17 PROJECT PERRY ENGINEERING BUILDING EXPANSION Revised Oct 03 V " trench width \ •', as required \ "r 6' dia. schedule 40 steel \ q pipe Oiled with concrete 3' and painted yellow \ a �• Q', T 2' .. '. concrete encasement 3' concrete thrust block BOLLARD DETAIL direction of setting to be approved prior to installation as required concrete pad 1'-& sq. x 6" deep EQ 2' min. - 6' max. 4" stone screw type adjustable stone stone to be minimumvalve box of 6" above top of base locator marker • Y° $,e,; :;e °:<:;:;:o: :;:°: °e°••e, stone tesi$esegoa;aase:::ez : egalug eg:a:go•oaoeee°eee°e•e°e•e• °•%%%%ggo 'o °;•°:% *j °0%0;%208°: ve%$ES%&%hV • :$: .•o 'o• :;:a:e • �} •�'�� - gogo•: • ° �;a:g: og:o:;:g:;e�•:g:j::gr:%:g%°• �:�C�::%o e' \ °' R. :°:° •°•sus>oi^'g>°a mechanical joint �:goeggeggeo:eeo:e 'eg°g8e:o:•:°:•o 'g:�: / ' ;'': °ae ao• ea°sas°ea,°aga°%o�og%pe:��s%oagQo:; swivel tee with ;e•e,.;•;.°.•. e•a°a;.:.•°as°:;°;. 6' branch �_O FIRE HYDRANT ASSEMBLY Figure 9 SILT FENCE CULVERT INLET PROTECTION DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW OPTIONAL STONE COMBINATION 1.0' 1.5' FLOW VOOT #3, #357, #5, #56 OR #57 WAKZJL AN.A Ktk Al t TO REPLACE SILT FENCE IN " HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from VDOT Standard Sheets and Va DSWC CONSTRUCTION DETAILS 2.5' CLASS I RIPRAP concrete pad psi w/ SS inserts at all connections Note : In traffic area blow -off hydrant to be set under manhole frame and cover. manhole frame and cover (cover labeled water) manhole adjustment ring stone bedding BLOW -OFF ASSEMBLY Figure 10 concrete pad Revised Oct 03 C DNS TR UC TI CN OF A SILT FENCE (WI TH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. i01 G� FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. / G 4 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. G FLOW e EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. PLATE, 3.08-1 SOURCE: Adapted from InstaRation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 Sherwood do Tpant Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 + Winchester, VA 22601 T 540.667.2139 F 540.665.0493 CO. PLAN # DESIGN SURVEY DRAWN DATE J. D. S. MARCH, 2005 CHECKED SCALE R.A.M. AS SHOWN SHEET FILE NO. OF 8 13387-1-0 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI F PRECAST. 3, COMBINATION CUR8 at GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADAL COMBINATION CURB 16 GUTTER. 4-FOR USE WITH STABILIZED OPEN-GRADEO DRAINAGE LAYER, THE BOTTOM OF THE CURB TOO THE SLOP BE CONSTRUCTED CCOOURSEPARALLEL AND TO THE DEPTH OF THE PAVEMENT. S. 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 6 SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-7 IS REQUIRED. 01 p 6" _T , O A I I> ° , • y 11 � ► Y d D D C P , -- S„ 2,-0„ THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR iwkV COMBINATION 6" CURB & GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MANT AINEO. 201.03 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST W PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST W PLACE. 4000 PSI IF PRECAST. 3- COMBINATION CURB 0 GUTTER HAVING A RADIUS OF 300 FEE4 OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB i GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER THE BOTTOM OF THE CURB; AND aj&L BE PARALLEL 0 THE SLOPE OF SUBBSASEE COURSES AND TO THE DEPTH OF THE PAVEMENT 5. THIS CURB MAY BE USED WITH ANY DESIGN SPEED BUT IS REQUIRED WHEN DESIGN SPEED IS GREATER THAN 40 MPH ON RURAL HIGHWAYS AND 45 MPH N DEVELOPED URBAN R SUBURBAN AREAS. 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB. THE TRANSIT ION IS TO BE MADE WITHIN 10'OR THE CHANGE IN STANDARDS MADE AT REGULAR OPENINGS. 7. WHEN COMBINATION MOUNTABLE CURB AND GUTTER IS USED. THE STANDARD ENTRANCE GUTTERS OR STANDARD CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE THE MOUNTABLE CURB CONFIGURATION INCORPORATED. �2"� " 2" R rR • 4" � ' �+ -•-•�-..""'------'------^!—! THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SU8ASE COURSES PROVIDED A 7" 2'-O" MIN. DEPTH OF 7" IS MAINTAINED NTANED COMBINATION 4" CURB & GUTTER `trtt"`;t VIRGINIA DEPARTMENT OF T•RANSOORTATION 502 201.04 KIM 0M:kM# Aii6ii:� • • H r � � � i � r ri 4�r �ai•. � � � 1 I * . r SDR 35 spigot SDR 35 spigot by by gasketed //��SDR 21 gasketed bell 45° bend / bell adapter (see note) / 2' \—SDR 21'gasketed ' SDR 35 8"x4" pipe and fittings gasketed bell wye SCH (see note) solvent weld cap property -T line 18" location marker stone —, 21 4" pipe at 2.00% minimum grade concrete cradled top of main is greater Um 15' deep 36" min. cover treated 2"x 4" with - top 6" painted green Note: If top of main Is greater than 15 ft deep use heavy wall SDR 35 GRAVITY SEWER SERVICE LATERAL PRIVATE END -SECTION 12" - 60" PIPE _HUB END ON OUTLET END -SECTIONS SPIGOT END ON *LET END -SECTION CONCRETE TO 8E E 4000 PSI M S" PLAN END VIEW END SECTION DIMENSIONS PIPE DIAMETER A e C 0 £ 4" 2'-0- 2'-0" 4•-0" 2'-0" N8" Ir 2'-3" r-9" 4'-tY 3'-0" 2--r- 31-0" 3'-6- 24" " 3'-7" 2'-6- 6'-r 4--0" 1a '-1- A 4'-6-' 30" r-0'• 4'-6- r-7 61- 1-0" 33" 1'- " 4•- " 2'4/4- 7'-1 •' 5'-6" 35" r-3- 5'-3" 8'- 6'-0- 42" r4r' 1 53" -Ir » " 4 - 2'-0" 6'•0" 21-2" 8'-2" 7'-06 54" 1 2•-3" 1 V-b- 2--91 " 1 6'-21 " 7'-6" 60" 2`111" S'-0- '-3" 6'-3' •-0" INSERTABLE SHEET A 142 77ZI ALTERNATE END -SECTION 12" - 60" PIPEHUB Es-' END -SECTION 4�PSI TO l MUM L C � � pAANEPW F A D PAY LINE --- SECTION X-X END VIEW END SECTION DIMENSIONS PIPE DIAMETER A B C 0 E 12" 4- 21-0" 4'-r' 61-11" 7-0" 15•• 6~ .-3- 3'-,10- '-r 2'-6" 111" 9- 2'-3" 3'-10- 6'-r S-0- 21• 9" 2'-IT' 3'-2- 61-r 3'-6" 24" 10. Y-7" 2'-S" 4'-O" 27" KY 21- 4'-6- 30" r-o" 4'-6" r-7 4» 6•-1 - 5'-0" 33" r- - 4'- - 3,_" � 8'. 5'-6" N. r-3" 5'-3- 2'- 8--1 " 5'-0" 4 " 1'-9" 5'-J" 2'-T1- - " B -6" 48" 2--V- V. 2'-2" 7'-0- 34- 2'-3- 5'-5" 21-tt" 8'-4" 7'-5" 60- 21-W, 3°-3" - 6'-0" PAY LINE C e NOTES: PPE LENGTHS SHOWN ON PLANS ARE BASED ON END -SECTION DESIGN SHOWN ON THE LEFT. IF THE CONTRACTOR ELECTS TO USE THE ALTERNATE DESIGN SHOWN ON THE RIGHT. LENGTHS WILL BE REDUCED eY THE DIFFERENCE IN DIMENSION -D". SCMATION RVERENCE FLARED END -SECTION FOR 12"-60" CONCRETE PIPE CULVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 7/01 102.01 PROJECT PERRY ENGINEERING BUILDING EXPANSION MON INSW l ► 1AVIAKMIA14 •. . r P CONSTWC110N DETAILS DETAIL 1 MIN. 3S GEOTEXTI-E FABRIC -- SECTION A -A SECTION B-B MC:ICAM AITER icE 204 245 303 DETAIL 2 A 3S / SECTION A -A DETAIL 3 L SECTION A -A ! NOTES: 1 PDR MULTIPLE LINE INSTALLATIONS DIMENSION S M TO GOVERN THE PROTECTION OUTSIDE THE CHANNEL WIDTH (W). 2. ON ANY SECONDARY ROADS INSTALLATION REOUIRING EROSION CONTROL STONE WHERE NO ENDWALL OR ENOSECTiON 15 SPECIPEO ON PLANS, CONSTRUCTION IS TO BE IN ACCORDANCE WITH DETAIL 2 SHOWN ABOVE. 3° CEOTEXTILE FABRID TO BE INSTALLED UNDER ALL EROSION CONTROL STONE N ACCORDANCE WITH THE SPECFICATNDNS. 4- S - DIAMETER OF CIRCULAR CULVERT OR SPIN FOR BOX ELLIPTICAL OR ARCH CULVERT. H - DIAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT F64 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-1 D.. CLASS I 2' CLASS I 3' STONE FOR EROSION CONTROL VIRGINIA DEPARTMENT OF TRANSPORTATION Patton Harris Rust & AssocIates,pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 Winchester, VA 22601 PH R+A 1 T 540.667.2139 F 540.665.0493 CO. PLAN # DESIGN SURVEY DRAWN DATE J.D.S. MARCH, 2005 CHECKED SCALE R.A.M. AS SHOWN SHEET FILE NO. g of 8 1 13387-1-0