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HomeMy WebLinkAbout14-06 Fred. Cty. Public Safety - Public Safety Building - 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. 2. The en ineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contracTor shall exercise care inthis work so as to avoid damage to any utilities. Any damage shall be the contractors responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call Miss Utility° 1-800-552-70 1. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. An unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the En ineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. FREDREICK COUNTY SANITATION AUTHORITY 1. The Authority's Water and Sewer Standards and Specifications are available at www.fesa-water.com <http://www.fcsa-water.com>. 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water main is tapped for the installation of a new line: a. The Authority shall furnish all labor and material. b. The 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 to 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 51811, 3/4`° and i" water services. d. For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. C. The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly 9double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required. 'The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and its backflow prevention device, and/or 2) the fare service line's backflow prevention device. Site Plan Jill. Ir ,I11•!LI . law „ P i.-,i,lBui..ciin 'J'" 14�jI!i Ii11111'.II j III ij�,.'I ,,I{j (((: Ii}�i$![IIl (II `?'I I ifj,I,.I III Ic I ,:Ii{ D ,,i I. -,.e i��.l. o: : .:,I .,I. ,II ILI I, I . ,I e- 1 9,:i(:I{ .. I j ,f 41iii ,,:� ! :n,n,, I, ' I jhE ! ('I. I (, } IIII{ !:.. I is,I II,:I. ,:;;,.,! I; I', (,III.11,:� :,II1!I� I f,`I!11,I,I ,.i�iI I!I ,1.,,1 I„ I, I.:, I�`i I I,�11II � : 1` L,,I,ILL, ,III! ! ;!I 11, I,:1 , L: I I: ,III ,I,! , � !) : (III �Ili,.l, II.:( �,ll.l,l�,111.1 I�.:�IIII:( MI,I ,,Ili. :.I.I llI.i: I. ,..IiI,.:, .,I:I, I.. I- i,i, , IIa iI I,, I I I ; Ii, I��{:L: ;�I:I1. I ,;• �:1 ql 1I I- ;, I 1 , II:I I I',::n I :l,l',I: �.,:I!�. �11I�I I I. ., �, I ,l, ( ! I.I, ::I.I I,II IIL ,�, I 1 I�i I ,:,I, �II�L1.I!I I 1 !� I i ,!I iI!. •I:I`I,II� , �, i f ,I.� i."I�: ai i,.,..: � : �` -. ,: I � ''I, ,I:. :� :6 6,,:I Ili1II I1 I:. I ., ,,1 ,.-.,:, I ,,,:, I .�.:,� .I �I�I,: ,IiL.I � 11:j{1,:.:ill,lu,,..:,Ill,li, ,illll!:,:I,I,1VIl,l .,IlIII,,,I I,..,. �II . ,1! „! 1311:., , ,, .,,. i:ll It. II�1 tl:... ,I ,1., ,,_ ,�,!_. ,:i!I:Ir;, lil.�l h„ �I4.i.,• ,� 1,�. _: i?I �I(!IIIIE III u I (III; I!Ilall', Ill;;; Shawnee Magisterial Di strict Zoned: R4 Proposed Use.- Public Safety Building FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the fire Marshal. Burning of construction debris on site is .p,Ohibited. 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 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 ation Health Administr(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. V16. The installation of any entrances and mailboxes within any dedicated street right - Furthermore, all traffic control fllaggers must be certified in accordance with Section 104.04(c) of 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, all 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 VDOT's 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 'Uniform items that may be in conflict with the proposed construction activity. VDOT approval of these Traffic Control Devices. 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 list of 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 Vim-10. agencies, utility companies and VDOT prior to initiation of work. A certified compaction technician shall perform these tests. Certified copies of test V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for reports shall be submitted to VDOT daily, unless specified otherwise. In addition to any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior checking stone depths, a VDOT representative shall be notified and given the opportunity to any required or requested inspection. to be present during the construction and testing of the density control strip. V9. The contractor shall be responsible for maintaining adequate access to the project from the V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the adjacent public roadway via a construction entrance that is constructed and maintained in VDOT Road and Bridge Specifications. Density shall be determined using the accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. density control strip as specified in Section 315 and VTM-76. A certified Furthermore, access to other properties affected by this project shall be maintained through compaction technician shall perform these tests. Certified copies of test reports construction. The Developer shall have, within the limits of the project, an employee certified by shall be submitted to VDOT daily, unless specified otherwise. A VDOT the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment representative shall be notified and given the opportunity to be present during the Control who shall inspect erosion and siltation control devices and measures on a continuous construction and testing of the control strip. basis for proper installation and operation. Deficiencies shall be promptly rectified. V21. in accordance with Section 302.03, the foundations for pipe culverts thirty-six- V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at (36) inches and larger shall be explored below the bottom of the excavation to the end of construction. determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum to placing pipe. Foundation designs shall comply with VDOT Road and Bridge thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is conflict points, encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be V22. Approval of these plans shall expire three (3) years from the date of the approval immediately brought to the attention of the engineer and VDOT. Work shall cease letter. in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V23. VDOT Standard CC-12 Curb Ramps shall be installed where indicated on these V13. All fill areas, borrow material and undercut areas shall be inspected and approved plans and/or as specified by VDOT. by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative sholl be present to insure the sample obtaines is V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed representative of the location. When soil samples are submitted to private on these plans in accordance with VDOT?s installation criteria. Final approval of the laboratories for testing, the samples shall be clearly identified and labeled as guardrail layout to be given by VDOT after grading is mostly complete. belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VOOT standards and procedures. Vicinit Mai_ Scale 1 "= 1000' A CAI 24, 2006 REVISED: APRIL 17, 2006 Frederick County, Virginia North Kept Street,. Winchester, Virginia 22601 (540) 665-5643 P.O.C. Mr. Ed Strawsrlyder LOCAL FrederickCountySanitation Authoeity Box1877 Winchester,t 1` •t' (540) 868-1061 P.O.C. John Whitacre Allegheny Power 3463 ValleyPike Virginia 22604 1) 722-5852 P.O.C.• 1 1. Verizon 404 Hillandale Lane Virginia 22602 (540) 665-3156 P.O.C. Terry Persons ' • • ! 1' Cable 1 • N. FrederickPike Virginia 22601 i. i yP.O.C. Shenandoah •. P. i Box 2400 Virginia il' 1 ••P.O.C.• RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. SHEET INDEX Ewer-, e. © 0Site Gmding and Wion Control Plan a' Millill" 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 t 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 grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. Approved by Frederick Coynty Zoning Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence 1 L b ! t.. • Projwct o 'ho!§,et &I r f 7 ur"be ¢ I O M 'n ) �Q o�(6o ¢ S �P�G 0IMaN 40� z I I I PROJECT SUMMARY TAX IDENTIFICATION NUMBER 64-A-87A I EXISTING PARCEL AREA 10.79 ACRES I DEVELOPED PARCEL AREA 7.88 ACRES ZONING R4 ADDRESS COVERSTONE DRIVE ad CURRENT USE GOLF CORSE PROPOSED USE PUBLIC SAFETY BUILDING DISTURBED AREA 11.34 ACRES I SETBACK REQUIRE D PROVIDED FRONT 35, 160.76' SIDE - 215.73' REAR - 121.44' PARKING 5' 44.79' BUILDING HEIGHT 35' (MAX.) 32'(+/-) GROUND FLOOR AREA 38203 SQ.FT. (TOTAL BOTH BLDGS.) NUMBER OF STORIES 2 FAR ALLOWED 1 FAR PROVIDED 0.16 MINIMUM LANDSCAPED AREA 1.62 AC. (15%) LANDSCAPED AREA PROVIDED 6.79 AC. (62.3%) PARKING REQUIRED PROVIDED SECURE SPACES 157* 157 PUBLIC SPACES 48* 48 HANDICAP SPACES 9 9 LOADING SPACES 1 1 TOTAL SPACES PROVIDED 0 215 * NUMBER OF PARKING SPACES REQUIRED SPECIFIED BY FREDERICK COUNTY. PARKING LANDSCAPING PAVEMENT AREA 134250 S.F. PAVEMENT TREES REQUIRED 67 0 1/2000 SQ. FT. PAVEMENT TREES PROVIDED 67 INTERIOR TREES REQUIRED 21 INTERIOR TREES PROVIDED 21 TOTAL TREES REQUIRED 88 TOTAL TREES PROVIDED 88 PARKING LOT LANDSCAPING REQ'D. 6,712.5 SO. FT. 0 5% PARKING LOT LANDSCAPING PROVIDED 10,259 SQ.Fr.(+/-) 0 7.6% NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO IBC AND A117.1-98. 4. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5.ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY ARE MARSHALL REQUIREMENTS. 6. ALL UTILITIES TO BE PLACED UNDERGROUND 7. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 9. SIGNS- SHALL BE LOCAiED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 10'. MAX. SIGN AREA= 100 S.F. 10. NO OUTDOOR STORAGE PROPOSED. 11. FIRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C. THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF THE FIRE MARSHALL 12. BUILDINGS SHALL COMPLY WITH THE ViRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION, 304 USE GROUP B (BUSINESS) OF THE INTERNATIONAL BUILDING CODE/2003. (IBC 2003 WAS ADOPTED NOV. 16, 2005 HOWEVER THE 2000 EDITION OF THE IBC CAN BE USED UP TO ONE YEAR FROM THE DATE OF CODE ADOPTION). OTHER CODE THAT APPLIES IS ICC/ANSI A117-2003 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. 13. THE REQUIREMENTS IN CHAPTER 17 IBC FOR SPECIAL INSPECTIONS FOR THIS TYPE STRUCTURE (BOLTS, STEEL, SOILS, CONCRETE ETC.). ALL STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SIGN, SEALED AND DATED BY A VIRGINIA LICENSED DESIGN PROFESSIONAL. 14. ANY CHANGES TO AIRPORT FENCES TO BE COORDANATED WITH THE AIRPORT MANAGER. 15. THE CONTRACTOR SHALL PROVIDE AIRPORT MANAGEMENT WITH A 24-HOUR EMERGENCY CONTACT NUMBER IN THE EVENT AN ISSUE ARISES THAT IMPACTS AIRPORT OPERATIONS. o w •w C)w ~ U U COVEIRST n ESM1' �P COVERST NE SD PROPOSED BY PART OF I OTHERS ON SEP RATE PLAN 64-A-87 J (NEW) PARCEL 87 00 �79 7°8 77+-T,045,655 SF7�0738 76+OCR w 75+00 -- - _�� INSTRUMENT #060003761}--- ®"�ANDQ COVERSTONE DRIVE ONNECT TO S I WATER FOR ENTRANCE DE AILS E DRIVE EXISTING PROPOSED BY ERS ON SEPARATE SEE SEPARATE P A PROPOSED SPEX -14WT 35 MPH 8" G.V. LAN ��---- _�-- P�?OP WAT 3`s' ERLI E OP. SAN. SEW. s7M p - W I: EL OS RN ESMT WATER AND SEWER ESM� l 00Mn coo aILL ct0 LW can z �; 0 Z Storm Structure Summary H Str top to Cul out Str. No. Inv. In Inv. Out Inv. In. Top Elv. Type Throat INV (ft.) 6 -- 707.80 -- 711.50 DI-1 -- 3.7 7.1 -- 709.28 -- 715.00 DI-1 -- 5.7 8 707.94 707.74 -- 712,50 DI-1 -- 4.8 9 708.77 708.57 708.77 713.50 DI-1 -- 4.9 9.1 -- 709.09 -- 713.50 DI-3C 6 4.4 10 709.64 709.44 -- 715.60 DI-1 -- 6.2 11 -- 710.18 -- 715.10 DI-3C 6 4.9 25 707.11 706.91 -- 711.83 DI-313 6 0.5 26 -- 709.28 -- 714.20 DI-38 1 6 4.9 4 ADDRESSED AGENCY COMMENTS 06/06/06 JMM 3 ADDRESSED AGENCY COMMENTS 05/09/06 JMM 2 ADDRESSED AGENCY COMMENTS 05/08/06 JMM 1 ADDRESSED AGENCY COMMENTS 04/17/06 JMM N0. DESCRIPTION1 DATE REVS'D REND APRYD DATE REVISION PROFESSIONAL SEAL �p,LTH Op ri a MVSwwS1f, o.20674 �o SjoTVA�. �' I 8" PVC SDR21 WATER LINE 1' �Q S a• CARD READER OPERATED SLIDING SECURITY GATE 64 A 87A (NEW) PARCEL 87A N 469,974 'SF/10.7891 AC c wl INSTRUMENT #060003761 G). it DECORATIVE STEEL SECURITY FENCE £ +0�_�---- 72-ff 0- 71 +0 23B - - vs • .� r. ' E F r. 1ik F1 ' EASE ENT '�, •. •bp '• ' !' .,'"�, a -1F'. .�•t •.-•.f.f/nV• S�'.'. .'.(�•'. •4�• ✓ 't _ • h ' 2 FT. WAIL BOG-1 ,. tit ' " TYPE B CG-12 BOLLARD .4 • c�oNc- tv 2 FT. WALL 2 Ff. WALL POLE MOUNTED HANDICAP PARKING 0 SMH FtJIG P 20' SAN Off BOLLARD SMH SIGNS INSTALLED PER VIRGINIA STATE 8 `'\8' ACCESSIBLE ROUTE E CODE SECTION 36-99.11. I, #' SEE NOTES 7 & 8 8 REQ'D} E F L L I ftECTION �---I f -ate i n DECORATIVE STEEL --SECURITY FENCE rn SEE ARCHITECT'S PLANS FOR DETAILSr ... T� lr�RUBUIC { -1 I I;,, ,� • 11 1'' • t 1 � �' 1 ' i ' ••1 1 •ol 9 �, 1 � � INlli!101A; '1■madiulu NI O.' I�o■i.�� •1 a i' �r rev ■ I...` ice• \ � I.. ■i1 _ � i�;iD 1 , � 001 V. CONNECT PROPOSED FENCE �x TO EXISTING FENCE AT AN EXISTING FENCE POLE. 'X Culvert Summary Culvert Inv. In Inv. Out L(fQ D(in.) S(%) Type 6 707.80 707.20 20 15 3.04 CPP 7.1 709.28 707.31 98 15 2.00 CPP 8 707.74 707.31 86 1 24 0.50 CPP 9 708.57 707.94 126 24 0.50 CPP 9.1 709.09 708.77 64 15 0.50 CPP 10 709.44 708.77 135 15 0.50 CPP 11 710.18 709.64 107 15 0.50 CPP 25 1 706.91 705.30 56 18 2.88 CPP 26 1 709.28 707.11 133 18 1.63 CPP All CPP Culverts to be Grumpler Smooth Core or equivalent PROPOSED CURB & GUTTER . ..... . PROPOSED CURB & REVERSE GUTTER . TRANSITION BETWEEN REGULAR & REVERSE CURB PROPOSED STANDARD PAVED AREA (8' 210/2' SM 12.5A) . ...... - PROPOSED HEAVY DUTY PAVED AREA(8' 2113/3' BM-25.0/1.5' SM-12.5A) PROPOSED CONCRETE AREA . • ............... • ... PROPOSED GRASS AREA . .................... PROPOSED EASEMENT AREA . .................... ZONING BOUNDARY . ...................... - Z8 UTILITY PEDESTALS . ........... • ........... EXISTING STORM DRAINAGE & STRUCTURE . . . . . • . . . . . . . - PROPOSED STORM DRAINAGE & STRUCTURE . ............ . PROPOSED WATER MAIN . .................... - w! EXISTING WATER MAIN . ....... .. .. . ....... + sp✓ 1- - PROPOSED FIRE HYDRANT ..................... PROPOSED GATE VALVE & BOX . ................... - -- H wl--- EXISTiNG SAN. SEWER AND MANHOLE . ...............(--- PROPOSED SAN. SEWER AND MANHOLE . ............... --.S.S.I--iS..s:r-- PROIMED UNDERGROUND ELECTRIC SERVICE . . . . . ... .. . • E PROPOSED UNDERGROUND TELEPHONE SERVICE . ........... T PROPOSED GAS SERVICE .. .. . . .. . ... . . . . . . . .. --- G PROJECT FREDERICK COUNTY PUBLIC SAFETY BUILDING DISTRICT FREDERICK COUNTY, VA TITLE ;.. f I �.. i?E09V1NGJLQA4�f IG 1n�A P�lf�rMf YF7� _ GG-6R � � IR � � y • i </y�yt t. 1 •ter � z 21 WIM 2' Wn KSSll BUILDING 7,831 SQ. FT. EI jf TO R601- --� EE S�TORY TO BE LIMED INSSDE O1 FORf±ACH ON EXTERIOR WALL f%.D•Liafi M'"y1 ,-Sr. ?� H,Fay.`hf �". f x'• s 86 !L8 _ 646 gL7s� N /F WINCHESTER REGIONAL AIRPORT AUTHORITY DB 800, PG 1693 DB 659, PG 175 ZONED: RA USE: AIRPORT TRIP GENERATION ITE, 6THEDITION ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 4480 T.P.D. USE CODE: 730. FIRE LANES REQUIREMENTS: Fire Lane markings and signage is required at all fire hydrants, fire department connections, curbing not delineated as parking, and all normal and emergency access points to the structure. the contractor shall coordinate with the Fire Marshall to ensure these requirements are satisfied. SITE LAYOUT ' 8'-6' SCREENING WALL W/ DOUBLE SWING OPAQUE GATES. .�f�.�PH/CSCALE� 40 20 0 40 80 ( IN FEET 1 inch = 40 ft. FADED/DASHED STORM STRUCTURES PROVIDED WTH PHASE ONE/TWO EROSION CONTROL PLANS. --STOP SIGN AND BAR l � r PROVIDE CONCRETE WHEEL STOPS I 30' 24' (23j CONNECT PROPOSED FENCE --� TO EXISTING FENCE AT AN EXISTING FENCE POLE. 1.5" SM12.5A 4" BM 25.0 -10" VDOT 21 B r- WELT. COMPACTED SUBGM CARD READER OP SLIDING SECURITY 23.1 00 00O �oS o�� �o Q Lj- Q Q a�w �� �co� a i-- oC/) 21B *MPAM SUBGRADE HEAVY PAVEMENT SECTION STANDARD PAVEMENT SECTION Not to Scale Not to Scale 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 RAM PH R&A DRAWN DATE JMM MARCH 24, 2006 CHECKED SCALE RAM 1 "=40' SHEET FILE NO. 2 OF 7 13156 2-0 \ / " --- �.\ i p I , /' ✓' ✓r M1 _ �'_� l I i , I r 1 .i " .__.��~ ``.. \ "\ ``,_ "-- / \ 1, i' I t ��- -• r a+..-..,,�.,...r. �._ .. ✓. S .\ "_r•_ r �j. 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I_ �•. - T/C C /C 12.65 711:75_- - 71J- \ of r -- _ 713.1 65 ' _ _ NT c STM. r c R`- T/c J - 5`a� �� J+t { �f f - - - �- - _. __ _ 17/� 71'�{' t':: T1 EASE ENT %y TtC 75 1 T9 34 / \\ 1 // , - J -- S95 Q. _rift / // 1 // 1 // I /f 1 1 t ` •f ("- -- �., _ .�-- ,r712 - .• 1. ' .. .R .. •t .7 i5.3V " . `•' - 1.ri. • rw: •,; -i_ •• .. 5 . - ',' T/C l/ 713.30 �`- -._710 --'."` . \ "'�. ,/ / i / � +�' 't d // / / ) ; I / r / / \. ; / r ;_---- 7t7.1s 17.2 -. = :.�r6, 717.2D • 717.1 ► ; / / ! // / t`J _'' �, / ` % 1 i 'r ! : 4 • CONC $ : `ii• l t� f �/ j j�4 O \ C -_ -_ ,_ '." - / / I } r , , / 1 / i / Q _�,_~1 i 714. � / % INV. CIP } \` ! / - - 1 / ��. i rII f// � / / f 1/ 1 / / f q j fi ! r% t� "� vW B f .90 E \ j f\ SWALE 1 �� T/C ice` �712.9 � �_---- /; �� l r f f l �p /' % ` 7 APEIRPERM8 71 / / I / . �i�� f 4 r .- / j ri �. r / r ,` i r I - j O, t / 00 00 IV) / / l ! 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ELEV. 718.25 1 o I \\ _ I 1)v/ N �A �`` __ j i r� 714ao -w 30,�72 sQ. Fr. DASHED GRADING I'ROVIDE� I I � � `v _ _ ,'\ , DASH D GRADING PROVIDED /c 715.W 71ss5 Its.5 717.35 / ,1 11 i \ v ' '�+ �"° 1`1 t r " A �� ,_ T r/c T c T c `� T C HEIGHT TO ROOF= 35 FT. ON PHASE ONE/TWO v ; r wv ON PHASE ONE/TWO / ' 11 \, ti `'\ `l \., �l -_i `, f 1 ! I ,. \ ` ✓ "I \ ( TWO STORIES -�-' EROSION CONTROL PLANS 7°s• ` '° \\ r '\ \, ., - IW. 1 i - \ I `� �, \ y r ,' ER IOW CONTROL PLANS �.: t 4 311, - .� ! ! 714. 71 715.0� .. v\ `., _ A \- ' i m /,� X 1 ': ,' T C 09: I P M ' v \ � ( \ 709.85 `\ \ I / \\ \\ \ 4 \� - v \ \, ` ` \\ / jl /' j 713.00 t 0 T�C T - --. ,'a• 71503 \ l 23 j f !n I to r v\� ` � -, 1_, ", - ( / 0 C'� T C �1 \ \ < 5'S 717.80 T 1 / / t \ \ _ / C1 `_ TC .$- l \\_ \ -I RN d } T C 71 .2 / 717.25� �". CIP y \ . ` ST1�,t D i l ,\" ` \ 1 T/ .:�•" :.. \ 717.83 71 .83 �6.33 y F `" r '• ',` \ \ s Sti1T / , I .. : CQNC 17 50 \ . < T C '3 --► C I / S \ i , . \ t - T/C r l `, \ ��j.* \ `. \ `, I ! 11 1 ; ,.<,. \\ / \ X (a„ 715. 1 35 ` 715.80 717.50 V. `7ZA65-:. •:: _ •S' 7 7.25 "� I ; I" +' U ' } `' ' Ill r (- " r l _ .' STM dRN ESMt i / 71465 T C20nc 715 _ 7i.5.00 717.1 l _ - 7r1�80 i i I c� o T/C�! ICO, r i j a'`„� r If ,• I / / /// I �/ A`� fA T (.` C (,` •�'' ��: ^• C /r - ~ / 1} j �Ct`- , A7 t I� -- ./ / , rt i' j / ' / J ! /' /l,� I r f \\ 1 `.Q` ' X ... , v : ' • _\e �i l 1 ,' I LL ^ ^ Q i t i}�' C SSS� ° i J -_ f ' r ` I ,f ; ' r / f a T/C 715 0 716.50 ;; T C.' - / �, i� �'v I W yt r ,. ✓ \ / r / d ! r v / v, ��� , 7t0.65 a V N . �r • / / c, i C " ' T/C C 71 16.30 717.75 T/C 1 T/C I,J 20 _ L.2s r c / f' j �' ri/ / t \\ f J ,- ` 715 71C 2 716. /C T16.80 : ; / CIP ; Q Q \ 714.6T 15.80 �_- ._ r{ �'_/ ,/ � { .r ` 714.25 713.0o T/ T C /c l .' DIM NCIL RY �� / 32 , I � ! 1! / 1 , \ /r i 8 GAS GASH GAS GAS _ , � ___. 1, r / ✓ /', , ` GAS GAS GAS GAS I t Q } - BUILD' G / Q `� , 2 00 I .� 715. \ L' �' / ,� - = `� \ c10 7 831 SQ. FT. r, 11 - -- - 7I4ao ji I SWALE 2 w1� / I ; - -- / I Is �2 ' \ VC '1� HEIGHT TO ROOF - 28 FT. � z J i ;'r �-----� t rr;I.�; - \, `1/ ` �SI 7t4.35 7t8.2�3 ONE STORY'. I ; moo, - fi _ e J j r' ( �� 15.23 714.70 P-° \ !1 --._-.___ _.. , !1 714.50 14 20 i 1 i ' -{ I f? _ - - i \. \ t �� v� 71 T/C \\114 T/C T/C T/C T 715.20 \ 4 Z ,'3 ! , ' r ' :,' / ` '\v' �..� �. - 7?" \. W T/ T/ , T/C' T/C ~ I I ` \\ / .��11. I { j / - \2 X 715.25 714.7 T/C \ T �': \ \T/C \ <✓ I r / ! C - - J --- -.-3 \ a T/r r/ 714.05 14.60 T1 717.7 \ _, 7 2 5 \ F r -- ,' i ✓ s , I ; 2 . , �, - 715. \, T/ 714.05 C C 718.25 718.25 1 .10 _., C t , I ° I ; / / i i j \' \ .v T/C '�� C T/C 715.00 / `"-T/ E \ � \ \` ,- I \ i -I (I �\; �T�O C� T/C 71 a .. 717.75 / \ , _.� .--'� 1 �•.. ��� I ' 1 d `-)20 �- 7t5. 7' 717.9, •718.00 / I °} i d ``" l - rr � - ' t m _ -~ -- ---- T C T/C I i I �' r i r ti �-'---_ ----- - �)- "-t Z15.60 ��` / T/C C -- _ f Permanent Stabilization:- i A/I , disturb&�r -• __,... _,,. ,. - j ��c� ; �`` --T --- 716.00 / 7t7s0 areas not paved shall Ye et'1Je al. mint 6 =in. r` ,' X %. ��'� r -' __ - '`- - -'_ -_� _- " ~ -�71C P T/C T1� 7i 71 .20 T/C T/C --- N �� topsoil and be seeded as'; fd%/OWS: i EXI511NG STORM DRNNAGE & SIRUCNRE --r= _-.,� / �" - - '~ 7� ~''8"-- �`716- C T�C TIC80 / / 200 lbs Tall Fescue,pei,• 4c.1i I # I I ,'' ;' ;- _ �/---- -72 2y- - 4-`. -_- __ `���1 1c - 7t7.00 '' __- I --` - - X _ _ - } y_-- - --` - - T1C.00 �_ _ - -� 72t3 6 ._ti 12 /b. Annual Rye per bc.! ;, ,' PROPOSED ORAfl E STRUCTURE , ��'' ` ' __ -- --- -- ____ -_ _ T1C.74 - 4 --- >OOQ' lbs. 10-20-20 F�rti/izex p'�r ac. r` � -`_ _- - ._._- -' -- _ � - _ ___ _ � __ -_ __ . _ -'1h! \ ) PR0P06ED CURB-k CtIiTER . . . . . . . i \ -I. �• - - --- _ .. - - __. - _ t5 .gyp �` 7t 51 I �.. �,.. 50 _ ions agricultural lime to a ,•. 0 ac \ , , - _ _ --__. --- .____ -_. _ C 1 r �' 1 __ _ __ - _ - _ _ s.50 +,, 2 tons straw mulch y�e7 dC. DRIu►1ACE•Flclly c _ \ ' ' ,�. r^� -_. __ - .__.. - -. _w _'' '-- -t _.. __-`---_-. ",-_-- -� T/c `� -_ - _. _ _ 11 716. 1� IP 9 a/ \ j .`.__..,, j _ - ,~ -- - _c 00 0 8'-6` SCREENING WA11 6 �� . .. - \._ - ` Permanent seeding w�// oc urq as! th fin - �_�$o_ t } `L n phase of constructioTi i I �ttol t; .... , f i • '"` .-- ,� .,, __ ____.^ Tt7:0o _ W/ DOUBLE SWING I d11 �'` _ - 714.20 I 1 , 1 f I { r- -_. �PAQH T/C ` r _ Temporary Stabilization: Seed/n ' to p o D ` ` ; ' `, ` `- E CITES -- _' _1. _ __ - _ `. g t . . . . \ /' �*. stabilize areas left denu e • for 1.�''` -` -' = - -- ` d O %'»or� than i v v ' .: -- ' -)7 11 z 7f r 7 dos but not et at fi a/ ' rade sh // be PR01 sirE SF sF---...,,,_ - y _ t n, �' P I as fo/%ws: ; t t �! t +, '1• _- ,0--...,.� __- r-,, -- �\ �I -1 r 86 t 1 1 ,... ' -__ --_ „-�..., se _ 60 /bs German Mil/et per'ae.� `(Maj thTOUO n it�cO tP \\ �s4-A-7s MaZ #LZ.91�(� ""---.- -- , .,rl_ ,� - (___` - -- - - September) l iP) 0 _ - j \ -- GRAPH/CSCALE.- WINCHESTER REGIONAL AIRPORT AUTHORITY "--� \ _~-� '4 - .- ______.__ .....- - - 60 lb. Annual R e er o ctober thou h \� '"�- ---.. April) y P I 9t \ uMss'o� otstu 40 20 0 4o so DB 800, PG 1693 ts� s `: - f'�_ --_ U. •-• � b Fr . D 5 r 450 /bs 1 -20- 0 Fe . , , \ F ED _ - -- '-- - -- ----- - -- \ t3 65 PG 17 '-`"'��- ,� �' , O 2 rti�iz&rc ; el- ac. . `� _ i -- ""-11 -�.. ''' _� 2 t077S agricultural limestoTie `I" aG}\ \.. \ DR�INACE D+1tDE _ ^' \ /N FE - \ ^ ~`""""`�_� _. _- __ _ _ ` ` _, ~ - \_,_ r USE AIRPORT -_ �/ 2 tons straw mulch per qc� �" t '\ ' _ .. _ _ _ inch = 40 ft. "`/- _ - Seeded areas to be watered and pared for _ __. _. - __ _ __ _ - _- _ __ � - - �_ _ , -- -- .- _ - _ - -._ ._. - _ ,;I_ --_ - �\ _ .... as necessary to provide grass emergence. `'_ _ - _, _ _ ` ` I 1,_. ' '�. _....SLi� 2 ADDRESSED COMMENTS 05/08/06 JMM 1 ADDRESSED AGENCY COMMENTS 04/17/06 JMM NO. I DESCRIPTION I DATE REVS'D REVW'D I APRYD DATE REVISION PROFESSIONAL SEAL A4'TH op A. MISLOW Vd 4 dd G PROJECT FREDERICK COUNTY PUBLIC SAFETY BUILDING DISTRICT FREDERICK COUNTY, VA SITE GRADING AND SEDIMENT CONTROL 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 RAM PH R&A DRAWN DATE JMM MARCH 24, 2006 CHECKED SCALE RAM 1 "=40' SHEET FILE NO. 3 of 7 1 13156 2-0 SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. m 0 to - — — — — — — — — — — — — 64—A-87A (NEW) PARCEL 87A 469,974 SF/10.7891 AC INSTRUMENT #060003761 SCREENING HEDGE ALONG WEST SIDE OF PARKING LOT WILL BE REQUIRED IF EXISTING SCREEING TREES ARE REMOVED. w _o .z jt PART OF 64—A-87 (NEW) PARCEL 87 1,048;fi55-5F 124.0 o W INSTRUMENT #060003761 C1 -- r. — — — — — 4� A3V813S ,5� "--- -------._ ____-----_ _— ----._— I M-0-V it 2-0-0 l V%r C :k ��'vA � � itl `___._._.r_,._ f. , f 30.�7;2•��2�1-I =y HEtGffV Td f20 F- " > TWO STORIES J. HE' IERD :nwt [,Ill's/ENE s Jim .; 5... 0 • 4't - F--i �+ w_..a r v k NCIL RY r-BU_ILQING ( 1,�7,831 SQ FT. E,64-i TO RQAI` L 2 p N E STO#X 1 D-0 ' I 77�� i ._...._._.� y °JJ' x � 4 .06'gL5 �-L-861L8_ 64NA-79 WINCHESTER REGIONAL AIRPORT AUTHORITY DB 800, PG 1693 ' DB 659, PG 175 ZONED: RA USE: AIRPORT 3 ADDRESSED AGENCY COMMENTS 06/06/06 JMM 2 ADDRESSED AGENCY COMMENTS 05/08/06 JMM 1 ADDRESSED AGENCY COMMENTS 04/17/06 JMM NO. DESCRIPTION I DATE REVS'D REVW'D APRV'D DATE REVISION PROFESSIONAL SEAL Op Vp,1,TH �p� RONALD A. MLSLOWSKY, JR. No.20674 �o Sf�NAL �� PROJECT FREDERICK COUNTY PUBLIC SAFETY BUILDING DISTRICT FREDERICK COUNTY, VA ,�rq�1PH/CSCALE 40 20 0 40 80 IN FEET 1 inch = 40 ft. LANDSCAPE AND LIGHTING PLAN U 7�7 00 N U Q(0 00 00� Lj^iIOO O co L co 0-- �cc� 0z ALL FIXTURES TO BE SHIELDED TO PREVENT LIGHT SPILLAGE OFF SITE PLAN #4 STEEL REINFORCEMENT BARS 13 STEEL REINFORCEMENT TIES O 1'-6' O.C. LIGHT POLE TO BE GALVANIZED STEEL WITH TAPERED TUBULAR SEAMLESS SHAFT POLL: HEIGHT = 20 Fr, LIGHT POLE 1" TOOLED EDGES HAND RUB FINISH ON LIGHT POLE BASE SURFACE OF CONCRETE WITH COVER PLATE AND FILL IN VOIDS. SMOOTH FINISH ON ALL D(POSEO CONCRETE NONSHRINK LOAD SURFACES. BEARING GROUT ANCHOR BOLTS FURNISHED s'-o' WISH 11GHf POLE BOLT SIZE FACE OF . PROJECTION AND BOLT CURB GRADE CIRCLE PER MANUFACTURER'S i RECOMMENDATION. 8' GALVANIZED GROUND ROD. BOND TO POLE. 1'-8" 0 CONCRETE BASE e P.V.C. CONDUIT AT 2'-6" 13 STEEL REINFORCEMENT BELOW GRADE TO PANEL TIES 0 V-6" O.C. . J4 STEEL REINFORCEMENT tO NOTE: BARSALL UNDERGROUND WIRING TO BE IN NON-METALLIC CONDUIT n 'e —8" NOT TO SCALE LIGHT POLE FOUNDATION DETAIL GO LITHONIA LPS 40OW MH 1-FIXTURE MOUNTING HEIGHT-20' LITHONIA LPS 40OW MH 2-FIXTURE MOUNTING HEIGHT-20' ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF -SITE OR ABOVE. OUTDOOR LIGHTING AT THIS SITE SHALL BE OF A SHIELDED TYPE AND AMBER IN COLOR TO MINIMIZE POSSIBLE LIGHT POLLUTION ON AIRCRAFT ENTERING THE PATTERN FOR RUNWAYS. Prune codominant leaders Prune rubbing or --�_ cross branches DO NOT stake or wrap trunk unless necessary Remove all tags and labels Cut away all balling ropes Remove top of wire basket Widen and score hole wall Remove container and cut circling roots if container —grown, or as much burlap as possible if field grown d- a .� `.., y : J• te; `; Leave solid soil pedestal — do not dig deeper than ball depth Dig hole 2-3 times root ball width TREE PLANTER DETAIL no scale ' P: ►YyI► YII11N11111 DO NOT prune terminal leader or branch tips Prune narrow crotch angles and water spouts Prune broken branches Prune suckers 2"-3" mulch kept away from trunk --Soil well to contain water UNAMENDED backfill soil Qe:.. Partially backfill, water to settle soil, finish backfilling Area for water drainage COMMON NAME SIZE AT TIME OF PLANTING SPACING QUANTITY �► PIN OAK 2' CAI. 0 6' HIGH AS SHOWN 44 RED MAPLE 2' CAL 0 V HIGH AS SHOWN 44 10 LEYLAND CYPRESS 4' MIN HEIGHT AS SHOWN 11 HETZ HOLLY 36" MIN HOGIfT 3' O.C. 88 SEEDING REQUIREMENTS ALL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM 6 OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SO. FT. 1 LB. ANNUAL RYE PER 1,000 SQ. FT. 70-120 LBS. MULCH PER 1,000 SQ. FT. FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SQ. FT. MAINTENANCE OF LANDSCAPE NOTE: ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER. ALL PLANTINGS SHALL CONFORM W/ 165-36B OF FREDERICK CO. ZONING ORDINANCE. Patton Harris Rust & Associates,PC Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 P: + Winchester, VA 22601 JL T 540.667.2139 F 540.665.0493 CO. PLAN DESIGN SURVEY RAM P H R&A DRAWN ATE JMM MARCH 24, 2006 CHECKED SCALE RAM 1 "=40' SHEET FILE NO. 4 of 7 1 13156 2-0 ` OneW by ^ cad In pWmaoom 9WKIwIfttDI) (We note 2) QmAb Fwaft—box siddped "�� / er �'■: potymtryierm too -SE�VEFi 'SEWER Imln� SOR 21 - dunout P" bohon secdon— of box soddlevith WA 2_m1n. ^�'r✓'�Yx��'+bdek Yid boo dop^� w swfty b@A vdm aft stop wth PJ wwortine"Zin%wed C14-"vdSSkmftj MR 21 Wye 41r band vdftopwa"nut ►.��i�l�l� -.O-r - . t, 1. Acom door be by Halliday Rodx;b i SCH 40 PVC or :'I' 41- :m gonwal Tr AN baCM11 to •r: :.,density - STANDARD y, yp N77, ei` ♦� j . CONCRETE NC CRADLE CONCRETEARCH r, �I Y J- a1; i «. «• IT TRENCH & BEDDING W• trenchL*11tv WSW woundinankft 1. \ \ \cona...�,. Wade nn 00 psi JL appbd joinmemi on aftlot side with Xr ring UW* „nhhn� 44r- _-Tomomcft tDbe by to" Mom wo Wan. done to be abowetopotbafti •• {mil �C ,..,�, lobe - �.�y•, hSa:s vy;'�. ill af"if. f+Tam* dradon top \'lopotboxf ;;NFu�tt R4rrapoo ■ ;r \ .S waft Prodro. iQ,�\,\\,.\\ HYDRANTFIRE ., STANDARD MANHOLE 2 ADDRESSED AGENCY COMMENTS 05/09/0 JMM 1 ADDRESSED AGENCY COMMENTS 04/17/06 JMM NO. DESCRIPTION DATE REVS-D REVW D APWD DATE REVISION Tyr -''MWL EAL TH OF 720 GRAPHIC SCALE 715 50' 25' 0' 50' 100' 1 INCH = 50 ft. HORIZ. 1 INCH = 5 ft. VERT. 71 71 7C 70 710 705 -- — — — — PROP. GRAD x x — — — E� GRADE � w J ,- / F- W l t x .- In 8" PVC DR-2 WAT RMAIN / H o / U d� 07 U W > Z W O � CO iS� cd I z x W U O] >- W W m ~ W a J m g H F•- W Z X >- �' X LAJ cn Q W LLJ X X W Q Y Q� Q > J > Z I— Q O T y f� Cn co �y • .^ 00 co f— W DC 0 h 1ryM Z N N ou 1ii L>� 0) 1— (D (7 c6 N t,- � n 00 W Z rn + _ ') tf t� to -} + + + �. � O+ I + M � � � r` ^ n ^ a0 700 0+50 0+00 �L--I Both joints of the fitting "I be restrained. In addition, OR Jokrts within the recommended length (L) on the large aide of the reducer shall be restrained. SU SIDE JOINT MR411M LENGTH OF ME (Ft) LARGE SIDE JOINT PVC DIP 8' 8' Iv 12' 8" 8' to- L2' 6' -- 40 60 60 -- 20 40 40 8' -- -- 40 BO -- -- 20 40 to -- -- -- 40 -- — -- 20 REDUCER In addition to rmAmininy the oomwotlon, any iota dw (W% wftW the recommended length Q shall be restrained. RW RADVED LENGTH OF PIPE (Ft) PVC DIP 8' 8` 10' 12' 8' 8' 10' 12' 80 m 80 f00 40 40 so 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS IOF3 -2- 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 WATERLINE PROFILE in addition to restraining each Joint of the tee. (1) any 1� OW falls whin the moommnended length on the branch WM (Lb) p"V shan be restrained. r4 any John that Ws wrddn the recommended length of the nm (straight ttrough) outlets (lr) anal be resbalned. A noes ahati be restre W par a testa requirements for Lb. A wye shall be restrained per a lea's Lr and a W bend's L requirement. RESTRARVED LENGTH OF PIPE (Ft) TEE PVC DIP r I b Lr Lb Lr lb 8 X 6 20 20 20 20 8 8 8 20 20 20 20 20 20 20 Q20 20 20 zo 20 Z0 20 RESTRAIN0 LENGTH OF PIPE (Pt) TEE PVC DIP r Y b Lr Lb Lr Lb 10 % 6 20 20 20 20 12 % 12 20 20 20 2D 20 20 a ij�fl 20 20 zo ;;— TEE, WYE In addition to restraining each aids offt bend, "joint that falle within the reoomm�errled IB QM on each side of the bend shell be restrained. TYPE RESTRANED LENGTH OF PIPE ( Xt85TRAa1BD LENGTH OF PIPE MWO PVC DIP DBCR$B 6` 1 8' 10' 1.2' 0' 8' 10" I2- 90 20 20 40 40 20 20 20 40 45 20 20 20 20 20 20 20 20 22.5 20 20 20 20 20 20 20 20 11.2E 2D 20 1 20 1 20 1 20 1 20 20 20 HORGMWAL SEND RESTRAINED JOINTS 2 OF 3 SEP Oa 11 -3- E MH PROP. 5 EX. G ADE 0 ` 5 0 00 it Owl �p Lo M d=�� r'�, 11 r. II it Z�O II ^ u? II =0a V)O+�Z O =n.C) NN z 715 710 70 700 00 O H O O Z O+ SEPoa 5+50 6+00 DOWN BEND DEPTH 4 FT. MN. UP BEND ry DEPTH DOWN BEND RESTRAINED LENGTH Vertical offsets contain down and up heals. On down bends, one Joint faces twrizwdel and the other points down. On up bends, one John faces horizontal end the other points up. Each side of any Vertical Offset hand anal■ be restrained. In addition, any UP BED RESTRAINED LENGTH Joint that face within the reaortrnanded langttt on each side of the fitting Shell be restrained 04 Lu). REMARM LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT 5-12 FT. 4 FT. AO 5-12 FT. SMOVE MGM OF JIM r Ld (DO Lu (UP SnX,' M DROW OF WM r Ld (DO" I In (VP 6' PVC11 45. =5 & 11.4 20 20 to' Pvc =5 & 11.25 20 20 8, PVC 45 40 20 IV DIP 45. 225 & 11.25 20 20 8' PVC 22.5 & 11.25 20 20 1 12" PVCIV 45 40 20 a, DIP 45, 2&5 & 11.25 20 20 12" PVC 22.5 & 11.25 20 20 10' PVC 1 45 40 20 f2' Dip 2Z5 & Ilm 20 20 VERTICAL OF SET RESTRAINED JOINTS a of 3 -4- SEP os 6+50 7+00 7+50 8+00 8+50 nc X X I .�' EX. RADE w w — / W J / X d I L. a LU a / / a 1 _ 717, J cc >_ a O Q �' > .. I 0cnO asM m N LC O.-O � ZO qN0 CV oO o0 n1) oO v7 ��C` 00� O O i 11 � O� �� j uia II ad it z� I ZO it 11 II �z t� it 1! zC> r7 d II Z w z CL OQ OZZ+0>> + � cn �- Z Z to r7 Z Z 1n ? V) t, 0+00 0+50 1+00 1+50 2+00 2+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 SANITARY SEWER PROFILES PROJECT FREDERICK COUNTY PUBLIC SAFETY BUILDING DISTRICT FREDERICK COUNTY, VA UTILITY PR❑FILES AND DETAILS .J Q WWi1 M Q 00 J O n Z = z Z 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 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 RAM PHR&A DRAWN DATE JMM MARCH 24, 2006 CHECKED SCALE RAM AS SHOWN SHEET FILE NO. 5 OF 7 13156 2-0 1 725 1 720 1 715 1 710 1 705 ! 7 Z 1L1� EX GRADE — — ROP. RADE 7H C1 10 C9 126 0.50 24 CPP C10 135 0.5 86 15"CP o 0.50 ° 2 7 % 4 CPP 24 0 O Op U -,t d- i U U U 0 o o r; M II ri t` II I ,on • o6 ci' oil �) � a it ` tl U of r` Ii I n H II r` 1t : O ri o0 i II C' I II z O I -F oZ { II II Z�0 i +�O } z � it z0 I mtr) +0O>> zz oco o i o a> 1—Z > z Mr- c,d-��zz +a •� j o+Z CIO w 0+00 0+50 1 +00 1 +50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 720 715 710 700 20.12 32.1 ' PUBLIC SA ETY UILDI G _ — 9.25'Ld ' ,�, F.F. E V.=71 .25 wLL CL CC i / I 1 / 695 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 SECTION A —A 2 ADDRESSED AGENCY COMMENTS 04/17/06 JMM 1 REVISED STORM PROFILES 03/29/06 JJW NO. DESCRIPTION DATE REVS'D RD W'D APRV'D DATE REVISION :S SEAL pyTH OF �cD� MISLOWSKY/R. o. 4 �S V oz PROJECT FREDERICK COUNTY PUBLIC SAFETY BUILDING DISTRICT FREDERICK COUNTY, VA 720 EX. GRAC 715 PROP. 33RADE 710 705 FhZi� w�w 0+00 0 0 00 oC> CO d co l Ito a� oZ 7 720 715 71 705 7.1 ROP. GRAD \ 1 1 9 15" PP U VI •O r` "i � Ii j r- it it p z a�z i 0 0+00 0+50 STORM SEWER PROFILES U 00 N GRAPHIC SCALE' 50' 25' 0' 50, 100' 1 INCH = 50 At. HOR/Z. 1 /NCH = 5 ft. VERT. 9 9.1 720 715 71 705 DE �I O � to � r` will �n d 110 '0 �- > ooz 0+00 0+50 �I , a• 720 715 710 705 n25 / PROP. GRADE r� 1.0 $ "C C2 13-3 6 $a 1a� CPp N c> U n m o o 0Cq r- `r 0 ui ii 11 o i o r` I Z O0 Z O Qz w 0+00 0+50 1+00 1+50 I Pb N p t � s�`:a 5 -r` 1`� Ar 4 a • i c{ r�rb jj .r f a ] --- - TITLE SECTIONS., STORM PR❑FILES AND DETAILS N U 715 PROP. GI` 710 705 �0 � ,. G ADE EX. G � 700 695 O t U CJ d U cV 0 O o O h d co Z rn i o cn o + �' r- t + �C5 wc)Z oor z 0+00 _A0 at t °'"IN �W k i� stun wit N DETAIL'S P�1tx OFaN p• L 01•JC L ,• , �• RAIMI�Q PAWNEIIT :.._,..—ram...........— ..—...i.A 0� 0.1 DETAIL WHEN USED raft t+9E a1N atNA0�6 ADJACENT TO CURB FM USE IM TTO BE 9V01"cx. NVtftlt lT CUTTER lOF STANDARD OURB DROP INLET 12" - 30" PIPE: MAXIMUM DEPTH (M) ' $' 133 Vo*" WJATMW aF 1R�IiNPCII AX" aot r Ya tEtl m GIST Waft Ito T TT, STECe Rolm$ New cm �cT�ree �r•.rsfo+s NOTES t WJ" OF NUT Oil TO FEZ T1M 1CdtR fM OPEN QWA'ltN IKM 1? m" STMYf:N�'b I 'h£ 'N' aw"S1dN 9NOON ON "K TImmm �A61ip1?r�AOM� kE'iltVE *�1+ G41I'FAt1 (hJW M De1PTt�Oh$ ARE t �+N Oft ON.t MR ESTIM1114 PWft ES OM THE ACTQ^ �` tO "IE S h41 ACCOQ�NCCE 0TTit INVERT is-L TK CWT OF Ft/�NN9I" NO PL%IAMIii1M4 D IN Tkt "Cmeo y prF� mi st his s 1t"'VE t" TWIV�TLIE BdTTOW OF 'STWTUIE 1w IbNENT Or Tog STOXTWE 9LIYLT��S�tAPFAQlNN Mrt xrAlt Yp TE STRA rf[� �f �TtftlN$MIIIG bM1! RSACaN:� WITEWAL9 MM TdL TO FNIOTE F 9To GK MUKO 0 7w 00 •„' SECTION 8.9 � sTEPs AflE tO er 4ON.'O w 4�4,� i ,�AEtATCN. f01r 17C..A5 3E TANO 8 -1. COLLAR DETAIL � N; TN)S ffm Nov 4E PRECAST 4R CAST-00-RACE.. OWLY 7 AwRO a C-C�TO K TPL OVife1Sl� JIIV�tN oww Td0'N' r-2° ' + "NOWa 099b Z''a' Tt( YEN '? N LWEUN A ,X41 NI�TCTI ttln EIE PROYbEO. SEE STMDMD 2-7" $_ !10'► 8* S• *46 Nw r• T•IM 3, a FOB ALT013 aESaIt � IF: 3" IX4tIET Tf�f�' NlTTI 't =T1t �+ �s �-4" N/Or Air. ail.a74 or C QR w�W�MiEfti� wJrtC'S11'�.OT. aMiG�3►+OiR.Ei FNtl�r Ta TrN: a1fT�E1E OT,T7pM 5784�1yCTtiAE 9. �M!—�651� ICAIICa[aE �TQ df � a. AW ALI ANATE NNEP4= OF INC40RAGE "ETIY4 TIE APPAOVIL THE NMIOwEw" axr NIC nTTrTrn same TTt cKST wwe ,r ` ?{,t10S A'f = "WOOL SECTION A -A #-`M CONCRETE QWANTITIES FOR NON. ©EPTH 312" eamovete Vim - 1444 Qk ral, Csonwyt4 SECTIO" C"C SECTION E)-D - �� z - TS#Nt tic Yat Ceeuele or 0" to • T.NiZD a, >rMM co,w•a 24, "awes. OW - t w Cv. Vda. I;alcaete GRATE DETAIL AN 0.40 cu• a4t. AIr ee6liandlleet of dt{Ilh: APPR041iN1AT) NRIGw Cott ra+ Grate X3 2 to Its wtavmm STANDARD DROP' INLET julma 12" - 24" PIPE: MAXIMUM DEPTH (H) W 10' 7� TQ4JD1 "Cm OEFOMOMT OF VRM45PON MOO aa2 Patton Harris Rust & Associates,PC Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 + Winchester, VA 22601 T 540.667.2139 F 540.665.0493 UUI�O CO. PLAN DESIGN SURVEY RAM PHR&A DRAWN DATE JMM MARCH 24, 2006 CHECKED SCALE RAM AS SHOWN SHEET FILE NO. 6 of 7 1 13156 2-0 i?G�6 GENERAL NOTES: t. TW 1rIJECTARIE WA;MIG4 144XL RE PWIVI40 DY TRI(PKATEU MW$;. 2. DETECTAell 000*040 T4 ar_ CLASS A-3 {W-FETE ICLAeSs kit F PECASTt Lrlru I P aEgtSTurT tNTEORN 54RTACE Gt7+Egt94 TOE FLU wrJT�L W TILE 1tAw rv,om DY 3 tCA7t eN Lr,`mTti r4 t"r DNtCrION Cr "! %TRA4 Sp Of 744 EA?VOEN RrE& 4ET£L;EM�'duT iAL F AiY ��... TYPE A S. %'-Oft•C glx5 Of +A D ~ MAY DE Pdtftn MA..*01,1114tY.LY WI'•I• PALO 'PERPENDICULAR FLOOR OTT 9Y V5 , PDb%tSS#3.E CO1%6TP,%X7rJ0 aYts' WIT" KOLTgEO BA6. 4. t MMIA' 400111 T.: MtEfJIST FrOF;.M %AT off' PTif'YIrC4M rM tY21Mn. AARC .',a �r PAECAS �:,KS 4p FLO:Q, PT CONCRETE TSK BECAM BE IN IlD CLOSS A-AfffftLKcEvEM" Ot �1AWAIr Clf Tt R.W19 11 >8,, x w!°:t�;E-0 I'CMIER T9 CENTER ALChr COtt01"kTE fiLn1ER LflTt t, rr$ t1E�rK OF tAster iLUOM 1 J:N1 1- _ a CHm f CURA A40 CA41TFU N,rvr TRm%mr AC,1AC'LTR TO Ckm3 RAAAm ---- nit 1++itmu it #'AYLWNI rt;rt mm r Cum Am cuiva. TYPE D T VJQS RNLF?S ARE TO gE a OCATED tS gu11•A4 Oh T4 PLArr 3R AS DREG-ED PARALLEL $Y ttC TM#W(P. T4P'Y ART TD R.: PROVIr '� AT N1rR% CTLLt. *WRf-VFLA AN ,iw" 3�LE "UIC %,,, M4 (tf F IN, C4' WAY 1S1' A AiG�MAY fK t1YY CROSSES A L WEGAR"LE':9 DF VIKIMR SIDEMALM ei E•/SIW"' PHGi'DSEO. a NOMMITEhT, TIREY ..*T iT L ®7ED A4rMRi STRILN C?43S AtKS ks to rro t�et i�st cn AAys t t v iM t �srt, s� o at.4 T>�t �«.... 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TeIr WIDTH Cr IPC StL PEP U4r PATti��. •� iRt,�t;ATED 0 0 0 0 D �,a Sd, eta ti OOOOOQO pryOO4O� F + 0 0 G 0 0 t: 0 0 0 D 0 d 00 C :. "ca n .a594O0tT0a aoaD'a0at*c RATSrS{? A D•2 D tl O d 0!] d d dOO9d0 , s7!KTiR L 0 0 4 0 0 a 0 0 000000 PAY LIums TRU` CA7ED DOME CI�:TC� ICI. AIL I& DEtjML i E w, rlc CG-12 DETECTABLE WARNING SURF'A L K� PmTims GENFRAL NOTES T7.9,0! V#W,M A dEI'AttT4LA1 of 111•IPts!1*T'tAleJM m-q �J1, E1Ogt -f i DQwtl s.T<,°' LObll J17N1: x #, It-C 7 �A "W4 TE1r POWs SEE BEET T OF 4 Fttbt OCIAILS BACK 09 L'VRB .:.- tF'1 NAtC. 04 VAk SECTION A -A .A?i4T •' ,SECTION 8-9 _ NOTE: TOR CENER4L NOTES I* T*E OETECTAB;E WAt"kNVC SLt4TACE, SEE SSAEET t OF 4. A 41 SawE t v "G, AiWA nalliat or I*mvELwAY YNAL I BEE PROVLIC) NLTt.It Ts-V tyAMMV VmsnwAUx 1W.tA.- TYPICAL DESI! $I ALTERATIONS TYPICAL PLACEMENT CROSSWALK T yi-�F XL FLX.: MEN 1 AT INTERSECTION DIA-GONAL VAR,ATIONS; AT INTERSECTION ifltiTHI CROSSWALK WITHIN:# CROSSWALK d*1714 BUFFER STRIP) TAIS aLw=W 1d ai" 1tSFd rDa CLSN TRtICnfPI T4L�r 1YCpttYItATES iY�Eq ±1�NAy N, LN�Stia 148' W*Et REOWWO AT TOP OF ^JAB flAoA+, Lel+�t i9 CupYT � L[NGru a e'ttr acts ilk caa^•x1T,;,::=tow. € � CET Fort a-?t�KtTt}xIS. SMEET r OF 4 �4araltt. C -12 DETECTA91LE WARNING SURFACE D TYPE A (PERPE"NDICULAR) APPLICATION kE+r afar NFRIS M C"WTrl %r Cr TftNC1T"TA7*4 203.0TuL, mti n •.at .t I PI<g1-t2Lf CDNS7. 5' NAI - ,tOf+T ;A -W,- MmCATED CrC4t1t5 SEE St,E£T .ff 4 FOR DEALS TA1AIGrNl" PLAN SECTIC!N A -A NOTE, foil dEW*4L NOTE$ ON FFIE DEIE00ftf. WAN,*4 Sult#Aft, SU $WET 7 OF 4. TYPE C PARALLEL & PERPENDICULAR A PPLiCATION 9!.OADwAY GRADE •&% P*P LEWTr, FEET tN IrmThT 3 d .� s 4 oT ra B NOTE: tl`. 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SLEET A OF 4 CC-12 DETFC. `ABI-f WARNING SURFACE � LtT+CL7�1 R:�E+E1ct RE,-Ff05 7YPE C (PARALLEL & PERPENDICULAR) APPLICATION 2nSGz ""AA DTP'NgT CNI FF 'RA14tFORTATIP04 - _---- MIT, m ��� SEAL xH ox 11OrrAOX MISOINKY, X 0. 0674 CA ®� ass L* OTES; 1,d;QNICwn 1@ K CLASS AJ LF C— m 0-a, a0Dt3 ,PSitF IA�ECA�T. v 001iR"Im t7k" IL Cole 1AIVM A 111A04x a' PAeR :IMe A 416 L' AM% XQT* QL1trtR: 4• FOR UK IATH ST �IaF a i 0W"LLEIA41ga1D Tti W. 1 INS CURD NAY K ViEO 004 OCJtl11 SPEED 15 40 V M ON Lt2t *4 *MAL N O WAYS 941 4$ rWrr OR Lf99 h OEYEt.OT'E1A L:eRw4 a 51rkltSA11 AREAS AM E%CEEDED 5101rUARII t?G'T IS REOLIRED, - T`R i A A A , b. t A ► . G r - .' :`-�...�,.r•�...,.-_.,....-....gym-'� 11trTIACK+DPTKy1 T rCriiTMlAtttS1} DL1r1 *°rA�Y "IRUCT� PAPAL L fIr itCPE (IF 010192 1010010 OEO A ofr BLOCK AND GRAVEL DROP INLET SEDIMENT FIL TER RUNOFF WATER WiTH SEDIMEI R �wt•. GRAVEL FILTER l' GRAVEL CURB INLET SEDIMENT FILTER GRAVEL FILTER RUNOFF WATER SEDIMENT CONCRETE GUTTER SPECIFIC APPLICATION SPECIFIC APPLICATION A _ THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE E COMBINA.TION 6" CURB St GUTTER HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW TMS MLrTHOD OF 11CLET PROTECTION 0 APPLICABLE AT CURB 1IiIE'CT3 CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LffmY TO CAUSE +1a? vIRtSALxt OW;0TIO[W OF INANSP FITATION ?alA3 AROUND THE STRUCTURE. INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. • GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. PRE d- STOP 30„ LEGEND, BORDER — WHITE (REFL.) BACKGROUND — RED (REFL.) STOP SIGN -- DETAIL NOT TO SCALE STANDARD STOP BAR 24" WIDE STRIPE (THERMOPLASTIC TYPE B, CLASS i) v' Parir r E. i ...-. , aartA1,. FREDERICK COUNTY PUBLIC SAFETY BUILDING DISTRICT FREDERICK COUNTY, VA i—TITLE SOURCE: VA. DSWC PLATE. 3.07—§OURCE: VA. DSWC 4 z 4' WOOD RAIL �• BOOM 6-4� SLOPE FOR 0TNNAGE W /1* NTt;IP 0 WOOD POST ) r Tyw-ko DUl B(415 Cx 4' WOOD RAIL C COWREIESI W/ 6x6 A WIIIE MESH MM SLAB AGAINST Q ASE AI TFON) X- VDOT CG-6 12' DIk CONCRETE EXPMJSI0I1 JOINT AT FTC EACH POST FOOTING (fYPICAI. OF 4) Ir SECTION A O (2) 6' CONCRETE 12 Q' FN.LED POST t n Al PLAN VIEW f 10'-0' FRONT ELEVATION STANDARD TRASH ENCLOSURE DETAIL MISC, DETAILS A L HOLES IN OONCRETE LOCK GALES N OPEN D CLOSED POSITIONS. 24' LONG 31e RODS PLATE 3.07—E 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 RAM PH R&A DRAWN DATE JMM MARCH 24, 2006 CHECKED SCALE RAM AS SHOWN SHEET FILE NO. 7 of 7 1 13156 2— 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 any utilities. Any damage shall be the contractors responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Cal! Miss Utility° 1-800-552-70 1. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. 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 Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. FREDREICK COUNTY SANITATION AUTHORITY 1. The Authority's Water and Sewer Standards and Specifications are available at www.fesa-water.com <http://www.fcsa-water.com>. 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water main is tapped for the installation of a new line: a The Authority shall furnish all labor and material. b. The 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 famish 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 to 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 i" water services. d. For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e. The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly 9double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required. The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and its backflow prevention device, and/or 2) the fire service line's backflow prevention device. FIRE & RESCUE 1. Burning of land clearing debris reqluires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles mint be maintained at all times during construction. Temporary, street signs and addresses must be posted as construcition begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydramts are not to be obstructed at any time. VIRGINIA DEPARTMENT OF TRANSPORTATION Vl. 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 tion Health Administra(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. VI 0. 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 VOOT 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. Site i,l u I I { ANE ' 'III � li �Il pia IIIII .� I ,III, ,,,,,,,dlla�illl { lil!I i Ill�i, I I,.�,I IIII�!�, I;il{ail .�Il�ii!i{ ,llli�il I�IIi;� I'�!i1►11., ii!Ili . lil!I'fl,. ,,,i'i!ill ;1ilflll...�i!lii. liihlil Shawnee Magisterial District Frederick County, TMP 64-A-87A Vnaii niU Pr°oposed Use.,- Public Safety Builaing 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 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 otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. 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 VOOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. 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 "= 1000' MARCH 24, 2006 REVISED: APRIL 17, 2006 Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 Winchester, Virginia 22601 T 540.667.2139 540.665.0493 Owner Developer: Frederick County, Virginia 5 North Kent Street Winchester, Virginia 22601 (540) 665-5643 P.O.C. Mr. Ed Strawsnyder LOCAL UTILITIES Frederick County Sanitation Authority P. 0. Box 1877 Winchester, Virginia 226.04 (540) 868-1061 P.O.C. John Whitacre Allegheny 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. Terry Persons Adelphia Cable 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667 0364 P.O.C. Brent Liles Shenandoah Gas P. 0. Box 2400 Winchester, Virginia (540) 869-1111 22604 P.O.C. Tim Hockman ��q,TIi 4F A. MISLOWSKY. JR. No.20674 ; I� ®hTAL RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SE( FORTH IN THE PLANS. SHEET INDEX 1 Cover Sheet 2 Site Layout 3 Site Grading and Erosion Control Plan 4 Landscape and Lifting Plan 5 May Profiles and Details 6 Storm Profiles and Details 7 Miscellanwus 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 t 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 grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. Approved by Frederick County Zoning Administrator 7 /Z Site Plan Approval Valid for 5 Years From Date Shown Hence Date V?+ nt 4 4S"uR 14- a , M .' 13156-2-0 Project Number Sheet Number 1 of 7 Q < Q z Z a ai w it I �o w 000000Z � m I cTj N z Iz I I 4) �� I PROJECT SUMMARY TAX IDENTIFICATION NUMBER 64-A-87A EXISTING PARCEL AREA 10.79 ACRES DEVELOPED PARCEL AREA 7.88 ACRES ZONING R4 ADDRESS COVERSTONE DRIVE CURRENT USE GOLF CORSE PROPOSED USE PUBLIC SAFETY BUILDING DISTURBED AREA 11.34 ACRES SETBACKS REQUIRED PR VI FRONT 35' 160.76' SIDE - 215.73' REAR - 121.44' PARKING 5' 44.79' BUILDING HEIGHT 35' (MAX.) 32'(+/-) GROUND FLOOR AREA 38203 SQ.FT. (TOTAL BOTH BLDGS.) NUMBER OF STORIES 2 FAR ALLOWED 1 FAR PROVIDED 0.16 MINIMUM LANDSCAPED AREA 1.62 AC. (15%) LANDSCAPED AREA PROVIDED 6.79 AC. (62.3%) PARKING REQUIRED PROVIDED SECURE SPACES 157* 157 PUBLIC SPACES 48* 48 HANDICAP SPACES 9 9 LOADING SPACES 1 1 TOTAL SPACES PROVIDED 0 215 * NUMBER OF PARKING SPACES REQUIRED SPECIFIED BY FREDERICK COUNTY. PARKING LANDSCAPING PAVEMENT AREA 134250 S.F. PAVEMENT TREES REQUIRED 67 0 1/2010 SQ. Ff. PAVEMENT TREES PROVIDED 67 INTERIOR TREES REQUIRED 21 INTERIOR TREES PROVIDED 21 TOTAL TREES REQUIRED 88 TOTAL TREES PROVIDED 88 PARKING LOT LANDSCAPING REQ'D. 6,712.5 SO, FT. 0 5% PARKING LOT LANDSCAPING PROVIDED 10,259 SQ.FT.(+/-) 0 7.6% NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO IBC AND A117.1-98. 4. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 6. ALL UTILITIES TO BE PLACED UNDERGROUND 7.HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 9. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 10'. MAX. SIGN AREA= 100 S.F. 10.NO OUTDOOR STORAGE PROPOSED. 11. FIRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C. THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF THE FIRE MARSHALL 12. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION, 304 USE GROUP B (BUSINESS) OF THE INTERNATIONAL BUILDING CODE/2003. (IBC 2003 WAS ADOPTED NOV. 16, 2005 HOWEVER THE 2000 EDITION OF THE IBC CAN BE USED UP TO ONE YEAR FROM THE DATE OF CODE ADOPTION). OTHER CODE THAT APPLIES IS ICC/ANSI A117-2003 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. 13. THE REQUIREMENTS IN CHAPTER 17 IBC FOR SPECIAL INSPECTIONS FOR THIS TYPE STRUCTURE (BOLTS, STEEL, SOILS, CONCRETE ETC.). ALL STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICA11ON SHALL BE SIGN, SEALED AND DATED BY A VIRGINIA LICENSED DESIGN PROFESSIONAL. 14. ANY CHANGES TO AIRPORT FENCES TO BE COORDANATED WITH THE AIRPORT MANAGER. 15. THE CONTRACTOR SHALL PROVIDE AIRPORT MANAGEMENT WITH A 24-HOUR EMERGENCY CONTACT NUMBER IN THE EVENT AN ISSUE ARISES THAT IMPACTS AIRPORT OPERATIONS. LLJ ® U ¢ C0VST M OP.S'ES-r �P COVERS NE DR PROPOSEDJE PART OF J 64-A-87 OTHERS ON SEP RATE PLAN (NEW) PARCEL 87 00 �'79 i 7 77-{ � -T;�:655 SF/2� 0738 7 +0� w INSTRUMEN �_ 60003761------------ 75+00 ____--- �-ONNARY - } _� AND WATER FOR ENTRANCE DE AILS ¢ COVERSTONE DRIVEE DRIVE EXISTING PROPERS ON SEPARATE SEE SEPARATE P A PROPOSED SPED_ LNv41T 35 MPH -----__ _ +0�__ - 72 71 +0 7 23B I VAN II U QN oo M ff) LA_N _goo O � \ oc0 CL (0 w (0-0 o� Storm Structure Summary U QN oo M ff) LA_N _goo O � \ oc0 CL (0 w (0-0 o� Storm Structure Summary H Str top to Cul out Str. No. Inv. In Inv. Out Inv. In. Top Elv. Type Throat INV (ft.) 6 -- 707.80 -- 711.50 DI-1 -- 3.7 7.1 -- 709.28 -- 715.00 DI-1 -- 5.7 8 707.94 707.74 -- 712.50 DI-1 -- 4.8 9 708,77 708.57 708.77 713.50 DI-1 -- 4.9 9.1 -- 709.09 -- 713.50 DI-3C 6 4.4 10 709.64 709.44 -- 715.60 DI-1 -- 6.2 11 -- 710.18 -- 715.10 DI-3C 6 4.9 25 1 707.11 706.91 -- 711.83 DI-3B 6 0.5 26 -- 709.28 -- 1 714.20 DI-38 1 6 4.9 4 ADDRESSED AGENCY COMMENTS 06/06/06 JMM 3 ADDRESSED AGENCY COMMENTS 05/09/06 JMM 2 ADDRESSED AGENCY COMMENTS 05/08/06 JMM 1 ADDRESSED AGENCY COMMENTS 04/17/061 JMM NO. DESCRIPTION DATE IRUSIDI REVW'D APRV'D DATE REVISION PROFESSIONAL SEAL pj,TH op RON A. NUSLOWSKY, JR. No. 2067 �ssjoivAt,. �� 64-A-87A (NEW) PARCEL 87A 469,974 SF/10.7891 AC INSTRUMENT #060003761 FADED/DASHED STORM STRUCTURES PROVIDED WITH PHASE ONE/TWO EROSION CONTROL PLANS. CONNECT PROPOSED FENCE TO EXISTING FENCE AT AN EXISTING FENCE POLE. Culvert Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 6 707.80 707.20 20 15 3.04 C PP 7.1 709.28 707.31 98 15 2.00 C PP 8 707.74 707.31 86 24 0.50 C PP 9 708.57 707.94 126 24 0.50 C PP 9.1 709.09 708.77 64 15 0.50 C PP 10 709.44 708.77 135 15 0.50 C PP 11 710.18 709.64 107 15 0.50 C PP 25 706.91 705.30 56 18 2.88 C PP 26 709.28 707.11 133 1 18 1 1.63 C PP All CPP Culverts to be Grumpier Smooth Core or equivalent 8' PVC SDR21 WATER LINE Lei Nwill �a�wa,.arwa�as•� eilp!ya�a�a.aap.� 1. • o a�rrr,a�•�.�awa�a.� ' 1 :. .. A• ., .. ti 1- ' .-1 DECORATIVE STEEL SECURITY FENCE Cr L 1' SEE ARCHITECT'S PLANS FOR DETAILS - lr._ I .B . \v STM. 'EW. EASE . ENT DECORATIVE STEEL SECURITY FENCE VILVIIVV r ,. I r 6 r mu1��L:- LE1f 71:25• ti11 1 �„.p , _ Q, _ : ,�, >,a & �` Tarr t-HEtGH Td IOF5 F = h 5 L. I TWO STORIES ,. 4' DO�IES(IRTiri o.DUU CH CK DETECTOR TO S r -7 _ i ti BE MOUNEED flE° 'PROM EMOTE -✓ t -READOUTS FOR--IM'M R Vlt[C- "` I oeyiriG�r gA4iirc � FCSA ENGIN_ �1MERIOR-tAYOUfOF r �, PROVIDE 6'z4 ECHANI IE UIPM ONE -'SWAY_ Rf f I J Q ENT.4 I 24' 20' ;�- 24' REDUCER AT --- , c I f DO I�OT ENTER METER •. ;: .o u _ i ' Nt11Ra S M! .• cti PR S x a c' SMH CG-61t (Xi-6R COt!(� S h # F1 IC;r 252 IT. MAN�TARY SE11FR N `� b 14H ASSII . � . w �, 1,�, 2• METER ASSM W:'•IVY + UGE UGE UG N C I L 11�, R1'' G GAS GAS GAS GAS GAS GAS $ GAS - =20' 20' 24` 20' 2d 30' 2V 9 24' ,BUILDI 3C h '''-- CIO r� ACCESSIBLE ._ 7,831 S! 8.AFT. (�EI�H TO ROE= STCSRYtt „�_�. ��1E �o DOUBLE CHECK DETECTOR TO BE MOUNTED INS.DE OF 8l)iLDING: RONDE REMOTE REMOi)TS FORiKH_ON_EXTEROR WALL- _ 2 CONCRETE FM ENGINEER TO APPROVE INTERK}R%lAYOUT'OF;IvlE( IA�IIGIL' FLUME (TYP. OF 3) `HOUSING fCSA . IPMENT. " 8'-6' SCREENING WALL W/ DOUBLE SWING OPAQUE GATES. PROPOSED CURB do GUTTER • • • • • • PROPOSED CURB A: REVERSE GUTTER ... . TRANSITION BETWEEN REGULAR k REVERSE CURB PROPOSED STANDARD PAVED AREA (8' 21B/2' SM 12.5A) • • • • • • • - PROPOSED HEAVY DUTY PAVED AREA(8. 21B/3' BM-25.0/1.5' SM-12.5A)- PROPOSED CONCRETE AREA . ............. • • • • • • a r * •: • , ;. PROPOSED GRASS AREA . .................... C� PROPOSED EASEMENT AREA . .................... ZONING BOUNDARY . ...................... - Z8 UTILITY PEDESTALS . ....................... EXISTING STORM DRAINAGE do STRUCTURE . ............ . PROPOSED STORM DRAINAGE do STRUCTURE PROPOSED WATER MAIN . .................... - W 1--- EASTiNG WATER MAIN . .. ......... .... .. .. . . . -- , 41 - PROPOSED FIRE HYDRANT ..................... PROPOSED GATE VALVE do BOX . ................... W i -- EXISTING SAN. SEWER AND MANHOLE . ...............- PROPOSED SAN. SEWER AND MANHOLE . ............... -IS.S.*-�--0--iSS.I-- PROPOSED UNDERGROUND ELECTRIC SERVICE . . . . . . . . . . . • E PROPOSED UNDERGROUND TELEPHONE SERVICE • • • • • • • • • • • • T PROPOSED GAS SERVICE .................... G PROJECT FREDERICK COUNTY PUBLIC SAFETY BUILDING DISTRICT FREDERICK COUNTY, VA TITLE 64-AL 9� Ai-ec' N/F WINCHESTER REGIONAL AIRPORT AUTHORITY DB 800, PG 1693 DB 659. PG 175 ZONED: RA USE: AIRPORT TRIP GENERATION ITE, STHEDITION ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 4"0 T.P.D. USE CODE: 730. FIRE LANES REQUIREMENTS: Fire Lane markings and signoge is required at all fire hydrants, fire department connections, curbing not delineated as parking, and all normal and emergency access points to the structure. The contractor shall coordinate with the Fire Marshall to ensure these requirements are satisfied. SITE LAYOUT FADED/DASHED STORM STRUCTURES PROVIDED WITH PHASE ONE/TWO EROSION CONTROL 24� PLANS. 23 s `Y 4. ZS� �t 32 It 50.4V 2i5.73' STOP SIGN AND BAR 2 PROVIDE CONCRETI y WHEEL STOPS 1 t� i III CARD READER OP SLIDING SECURITY 13 'X .GRAPH/CSC.4LE CONNECT PROPOSED FENCE - 40 20 0 40 80 TO EXISTING FENCE AT AN EXISTING FENCE POLE. ( IN fFET 1 inch = 40 ft. 1.5' SM12.5A 4' BM 25.0 -10VDOT 21 B �- WELL COMPACTED SUBGRADE 23.1 no e•u.n e1 21B IMPACTED SUBGRADE HEAVY PAVEMENT SECTION STANDARD PAVEMENT SECTIO Not to Scale Not to Scale 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. 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CIP '} I //' , /il ' / // / i // 11 /' ff i P // 1 / j' ! �"_. , M .� �j _ S r I 1 + ! \ � t / /I �_.`. /,..__._..__. i' / /�` r/ i // /' 1 ) l ¢ G / 1 / / // � `� / B .90 E SWALE ! ' ( T�C.95 w I /J / r' // 1 ! 1 / !'SS, M I I / 00 00 O J / / / 1 7 •8 718. 1o - -' v i o '/ 1 t J 1` 1 r< 1 /f f > / � 1 / LL I� j p 00 f \y 64-A-87A �--_._ ' \ E f r / f j I CJ W 7 i 4 ,. .___ _ - �� _ �.- --- 718.25 \ � \ c y �! �� � f i � ! I � � 1-1 I I f r r t r ,1 ao U F O ko \ (NEW) PARCEL 87A 1* 7t8.25 ` i j i ) + i f i i 1/ f /' " t r f" / it N d / I \ 469 974 SF 10.7891 AC 714.45 T/Q 7151 /� ~\ - 70t..30 r t l t I i � ii ` °.- t t / N t / \ r ; t f l , , d• 1 l 1/ L� < `C '* /i T/C 7 C 5 717.00 /� \ ` �r ` INV tl� I 1 ` 1 / ! a INSTRUMENT #060003761 f4. / �t h , '7t/ I r r I r1 / / Qd. (� 1 / j/ ti4� /C ( 717.7 \ \.-`"- -�\y ] f'� ' ; I�' �` I F , 1/ # r . �� / l Cb --110 W / f J ♦ �h T C,r C ( v \ 1, I� \._ _`. s ), ) 1 s r \ A �t to � I o rw, !n t� _ r 1 '�, v _ I i r r r f 11 I ) / a � y \, La co � / is �, I ,�, rn T/C 717.35 i y t `' 1 ti i i 1, j I ? ; s 1 1 ! r ti Z a3' �� i ;, 0 15.t5 714.95 715.30 7f .75 T/C PUBI_�C SAFETY \ \_ _-- 1 k10, 1 1 i r) i it 't �' t 11 aW v� \ ,a Zf t �� � �\S d� v X TIC T/C 71 T 718. .r BUILDING . '.`:-d7776�v v (fil/ t� w' i i I S 1 \ «3 i riv \ T/ P.) T/C F.F.ELEV. 718.25 :' \\ I I vv � d . li \, y ; P `• I E "� �` D HED GRADING PROVIDED % , I �. 1 ° "4 v \ / / r" DASHED GRADING PROVIDED 714.70 715. a 7t5.85 71s. s =�' 30,372 sQ. FT. _, .,: I \ _._. t \s' I Ob' �'% �' '`� " il` '/ 1 4 1 ON PHE ONE 0 T/c T/c T c T c T�c7 HEIGHT TO ROOF= 35 FT. ," ON RASE ONE/ 7osso \ \ I 1 t= 1 v _ A v v � TWO STORIES P 70r>. t y �` 11 `t \ j f `\ t EROSION CONTR�L . LANS '� \ t t i a \ / •j1.1 _ } y - / / , ERDSIOf� CONTROL PLANS% �;: " `v �� f y _& { v 714. 715 5.7 16.6� ,t� r �__ T C T/ v v / \ DO' 1. 11 , \ \ _j I i /11 / \ / I 1, � \ - : 11---, \\ \\ \\ \ .. s� 1,` \ \\ ` \� �. / 713.00 t D T/C T •� **I: ' l �C \ �, 23 i \\ \, \'` \ ' �`, � \1' \S \t \ \ �`."_.--- /_ r�`,1' 1 �'714.411 0 5.5 FD� • �• �'\ �t7.50 `\ T/c. j •� f�� �,\�``� /.- ..... __ \ \\ `\ �'•\ )) 1,...\ " c+M I I •'� , \ ,,\ `/ i �1 ` �Tr `., - O4_ \,, �\ �- 1-IP11 /' ' -- 471 .- \ bRN - / 1y, \ o C X % 8 C 1 1 2 �, �-- ,j t , SA$T ✓ -GONG 17 50 / .,,� j 717.83 71 .83 T t 7• 7 6.33 ,.�. `` `eti! \ , i ! r f / \i ,i1 +\ h,, D ,.`� .: '� .71/:W ' i .. \% '� ! I 1 ! , r- �'' )` -. ff , i I t t x v1 715. 1 35 715.80 717.50 •S''; ; 7 7.25 f U r TC \� -. 1 T/ r/ S.. C ` t i " ; r/ 7---');'f °/ (S RN ES �C 65 T C 20 715 w C. • ` C , T%C i �, ' \ \r I i ;, r b MT a ;/ K C -`� 7jb.00 717.1 1\ v7 v I ` 1 f , 1 / vv `�v rn T C • .. x ". h _ ._, r•� O d .111 , , �J fi rl %/ f% / r ° \ T/C 71C 0 _ 71C 50 I l' C'�' - _ % 7 /; '� �� r 710.65 ; + C� QO �i \l I I / ��� _ h i.l.i 11 � a r f ,' I ( % -- - . T T 717 5 / v� � / Y I , . .. r :1 4' r/i, \ 4 11 Q / 1/ ' , \ /,, ' __- 715. / 15.80 1 _ � 716.80 / ! � � � ` / ;\ 715. 714.fi7` - C _ _ 71 716.20 T - TIC � 32 CIP ` Q ( 1 ` t, �_1 1 �"-;' /' ,�,` \I t ` 714.25 ' 713.00 T/C T C / - e NCIL RY 1 ` I ! G _-'' f , ) , r / / , \ Q GAS G�1S GAS GAS GAS GAS GAS GAS f J I L. Q o JI, `11 �, / / / / ; { t / 8 BUILD{1 .G I I 4 „� z . I C 1. / ice ,,/ ; ' ;' / ; ; r o, _� 1 ��' c,o 7,831 SQ FT. SI�IALE 2 Witco - `vv JJ 715. \ 714.70 r', 5 ; . �/ , �' L T/C ,� G HEIGHT TO ROOF 28 FT. % 1. .- -) , , i / �- ° b v Z,' .v q NE STORY I i / <,- - / t . ,� 1, -.'',_ 1 �, �. �` 15 714.70 �/i t471i.2'5' 0714.35� o ti v-,-' ; �; 1 / v y , : T/C 714.50 T C 1420 715.20 �, `� 23 7 (n R. �._.____ 71 714. / I / / d I T/ T/C T/C T/C T T/C fl IPr+ !. ;/ I �¢ � % `/r / `= - w _ _ �,,.�._ _ _ 72/T \ �. \ \ Z X 715.25 714.7 T/C 30 ' 11\ � 1� ;: , ;' _ �. (� T/r T/ 714.05 14.60 T 717.7 718.25 ` -'/ 712 32 5 ♦\ '` I 1, \,, s` /I 1 f ♦ \. L, !-- T/C ,`� r C T/COS C /� 71 5 .10 `t _'-__ T/C `� f k t, ; � i i`;t- -_ -- . _ � __� f J ` / � / --, 1 '' � ___-�-���T -`` - ~ �2` ." _ ~ � `,' - � `,•..Z15.60 S T��' T%C• 717.9 • 8.00 , � C i r 4`.�: t / r �1 1 r� - `�� _ \. _ __ _ C • 71 �` Permanent Stobilzai� on• ' A I 1 drsturbe�` 1 , t \ �. , in - ..� - I � 717.90 �', 1. areas not paved shall r- -e v'e a; min;; 6 yin. 1' r1 , �' ' - Tt� s T C / _ , ` - _ x -__ _ - __ � P - , 71C %c'2° 71 / r c 716.80 topsoil and be seeded as` fo//ow' ' _ '` '''s _ `~ p S: r' ' fXISIlF16 STORM DRAINAGE do S1R�ICTURE _ �.... , �` �_�_L �'' _ -a ",_� 7,'C-w -.._ It6- __ 713. - T/C T/C 1 200 /bs Ta// Fescue ,,oel� cc. i ,- .� _,,s `-�2a--_._ _ ''- -_ . -- _� -�_7'f c 1 3 7t7.00 4 - ! _ _ 5.00 �` Y _ 12 /b. Annual Rye per cc.' , ; PROPosm sfiOR�l DRARiAGE & STRIICTURE � f !�„� � ? - __ - --__ __ 715 t _ ~,` - _ - T1C 1000^ lbs. >0-20-201 Fern/�ze'i' pf�r alc. h -_ - - _ - _�` - ��' - _ -__ _____ ------- -___ �__ __ - _ 715.50 I ;' _.. i ' _.. �w : =�`ons agricultural /imestd a 1' e - act, Pr�Pas> o a alrt> r? \ -�. _ - - - �._` _ _ ____ fi/c _ ,°!'.: - t 6.5o ___ 1. - r \ - - - ----- ---TIC tons straw mulch Ioe� cc. � ; DRNNAGE- ..... '....... \\ ""z.^.�-,.�.,(.. ,, \ � _ - ` ----- --_� ____ _ � _____ _r `� � _ _ - -__-_. _. `�•" �, - _ ` ` � - I ,_ 1 � �y w�-'�� _. � T/C 716.0 -".� IP r Permanent seeding will occur a� the feria/ LNG - GRADE • • . • . \. , . _ . • _ �, --•..- _ _ 's 4 --�''� ,' , v ; " v _� J \ - __ _�C ° 8'-6' SCREENING WALL 5 r phase of constructio 1 I - J� ' P 11 '; i PROPOSED GR/1DE 1 `\ _ ---.,_ y`` W/ DOUBLE SWING---•-.�, t -, 1 I t 'i _-�-t7:00-__ TES 14 0 1 _ I ""i ...,,,,,,�_ Temporary Stabilization: ; Seeding',, to PROP05ED fASaIENt.AREA ... l .. _ ' + ; ! "^ -,,N. ___-- - _ _ - - _. - / , 1 _oP . - UE -GA T c stabilize areas left de: u ed more t bn d 1 _. a ` '' 7 days, but not yet at flrla/ grade sliQ// 'be PROPOSED SILT FDICE - SF sF ,,� 1 ` -._ -� / `v _. L8 s 60 /bs German Millet p°er �I I '(May thr'augh P c1ioH ..... ,.. 0IP 6 -�-_I9 '� £de gi,JvI= �''-_----- .\ \ �- , .( tiI---- ` ~ _ _ `\\ - ..- -__ M�- - ' IP September ; i j \\% t ; , �.7��51�/7�_f� a7Vf�LE ' WINCHESTER REGIONALNF [ ~-� •;:_ �� 1� -�t1 \ ._.__ - - {q _ k 60 /b. Annual Rye per a . 1('l�ctober; thYou h I AUTHORITY --..�` _ \' - _ g UMM',OF DISTURBANCE / \` t` 1 I I w 40 20 0 40 80 DIB00, PG s_ 1�' ` �\ > -- �__ _ f,- A ~� April) 1 , � t 1 I ©B 659. PG 175 _1 __ . _._ � - - ^� ` - ti , , , , � ,- �� ... - - - 450 /bs 10-20-20 Fertr izer > el' o`c. `\ ,, `' _ - -____ , __ - , -` _ - - '- - - __ - - ZGNED: RA t 1 t \ ORAIfi�,1- DIVIDE _-_ - -. :�A _. _ iN - r { p �. 2 tons agricu/tuna/ /imesfone tiler; ao\ - FED) _ _ us AIRPORT k,� _.. -- - _.._ t --- ( - - _ E o _...� 2 tons straw mulch er ac, = \ t e ---- - _ _-- - inch 40`ft. p J _ Seeded areas to be watered "and dared for - - ` - -__'_- , \\l . ,N.N. `� ~-- � 1- t as necessary to provide grass emergence. - - - - _. _ .., - -- ty _ ."'1-1 I-- 2 ADDRESSED COMMENTS 05/08/0 JMM 1 ADDRESSED AGENCY COMMENTS 04 17/06 JMM NO. I DESCRIPTION DATE REVS'D REVW'D I APWD DATE REVISION PROFESSIONAL SEAL pyTH 'D.A A. hQStAW ]R. V6 4 11 �s6104 ma`s PROJECT FREDERICK COUNTY PUBLIC SAFETY BUILDING DISTRICT FREDERICK COUNTY, VA Ift SITE GRADING AND SEDIMENT CONTROL 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 RAM PH R&A DRAWN DATE JMM MARCH 24, 2006 CHECKED SCALE RAM 1 "= 40' SHEET FILE NO. 3 of 7 1 13156 2-0 64-A-87A (NEW) PARCEL 87A 469,974 SF/10.7891 AC INSTRUMENT #060003761 SCREENING HEDGE ALONG WEST SIDE OF PARKING LOT WILL BE REQUIRED IF EXISTING SCREEING TREES ARE REMOVED. 3 ADDRESSED AGENCY COMMENTS 06/06/06 JMM 2 ADDRESSED AGENCY COMMENTS 05/08/06 JMM 1 ADDRESSED AGENCY COMMENTS 04/17/06 JMM NO. DESCRIPTION DATE REVS'D REVW'D APRV'D DATE REVISION PART OF J 64—A-87 (NEW) PARCEL 87 1,048 55'SF/24.0 w INSTRUMENT #060003761 q N PROFESSIONAL SEAL �pyTH op � RONALD A. NIISLOWSKY, JR. No.20674 �o �SSjONAL �G ,Og `A4" Z� Z Doi 64—A-79 ' N/F WINCHESTER REGIONAL AIRPORT AUTHORITY DB 800„ PG 1693 DS 659, PG 175 ZONED: RA USE: ,AIRPORT PRCUECT FREDERICK COUNTY PUBLIC SAFETY BUILDING DISTRICT FREDERICK COUNTY, VA GRAPH/CSCALE 40 20 0 40 80 ( IN FEET 1 inch = 40 ft. TITLE LANDSCAPE AND LIGHTING PLAN U T_ h Q r\ 00 00 J 0 ®W� q0 trQQ\� a�w�Lj �000 ►-- oN Z SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. #4 STEEL REINFORCEMENT BARS ALL FIXTURES TO BE SHIELDED 13 STEEL REINFORCEMENT TO PREVENT LIGHT SPILLAGE TIES 01'-6' O.C. OFF SITE LIGHT POLE TO BE GALVANIZED STEEL PLAN WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 20 FT. LIGHT POLE 1" TOOLED EDGES HAND RUB FINISH ON LIGHT POLE BASE SURFACE OF CONCRETE WCTFI COVER PLATE AND FILL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE NONSHRlNK LOAD SURFACES. BEARING GROUT ANCHOR BOLTS FURNISHED WITH LIDIT POLE. BOLT FACE OF I s -°- e PROJECTION AND BOLT SIZE CURB GRADE CIRCLE PER MANUFACTURER'S i RECOMMENDATION. 8' GALVANIZED GROUND ROD. BOND TO POLE. 1'-8" 4 CONCRETE BASE 3 STEEL REINFORCEMENT • P.V.C. CONDUIT AT 2'-6' - BELOW GRADE TO PANEL TIES 0 1'-6* O.C. #4 STEEL REINFORCEMENT tO NOTE: BARS " ALL UNDERGROUND WIRING TO BE IN NON-METALLIC CONDUIT e NOT TO SCALE LIGHT POLE FOUNDATION DETAIL LITHONIA LPS 40OW MH 1-FIXTURE MOUNTING HEIGHT-20' LITHONIA LPS 40OW MH 2-FIXTURE MOUNTING HEIGHT-20' ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF -SITE OR ABOVE. OUTDOOR LIGHTING AT THIS SITE SHALL BE OF A SHIELDED TYPE AND AMBER IN COLOR TO MINIMIZE POSSIBLE LIGHT POLLUTION ON AIRCRAFT ENTERING THE PATTERN FOR RUNWAYS. Prune codominant leaders Prune rubbing or cross branches DO NOT stake or wrap trunk unless necessary _ Remove all tags and labels Cut away all balling ropes Remove top of wire basket DO NOT prune terminal leader or branch tips Prune narrow crotch angles and water spouts Prune broken branches \, Prune suckers 2"-3" mulch kept away from trunk —Soil well to contain water UNAMENDED backfill soil Widen and score hole wall ;; .p ';�A" . • _ Qa. • Partially backfill, water to •: Q. ;'. :. ;: settle soil, finish backfilling Remove container and cut circling Area for water drainage Leave solid soil pedestal - do roots if container -grown, or as much not dig deeper than ball depth burlap as possible if field grown Dig hole 2-3 times root ball width TREE PLANTER DETAIL no safe PLANTING SCHEDULE COMMON NAME SIZE AT 11ME OF PIMNG SPRING QUANM a PIN OAK 2" CAL. 0 6" HIGH AS SHOWN 44 RED MAPLE 2" CAI.. 0 V HIGH AS SHOWN 44 LERAND CYPRESS 4' MIN HEDff AS SHOWN 11 HEW HOLLY 36" MIN HEIGHT 3' O.C. 88 SEEDING REQUIREMENTS AFL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM 6 OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SQ. FT. 1 LB. ANNUAL RYE PER 1,000 SQ. FT. 70-120 LBS. MULCH PER 1,000 SQ. FT. FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SQ. FT. MAINTENANCE OF LANDSCAPE NOTE: ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER. ALL PLANTINGS SHALL CONFORM W/ 165-36B OF FREDERICK CO. ZONING ORDINANCE. Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. P T + 117 East Piccadilly Street, Suite 200 Winchester, VA 22601 T 540.667.2139 F 540.665.0493 CO. PLAN # DESIGN SURVEY RAM PHR&A DRAWN ATE JMM MARCH 24, 2006 CHECKED SCALE RAM 1 "=40' SHEET ��13156 4 of 7 2--0 (n Z W a 00 tD O N rn on 3 c� C.! c a if CA c W 110 M id .o a ; (mater by =:cmt In place 918ndilrd stop ;. door, conisred in for IV : varies at Property Im —2 grade (NO rift 2) WV48 concrete SW pad o:�cap •SEUVER conne .•..: -� �► ..„. , Y o# box seddle with WA rinim. R brick bow dDp .v min (r go. bedding flantlary bd valve curb stop with PJ wire for Im track-0 taped C1444 W1 1 ,.. 21, valve operating nut ;•�1�1�1� ��il�lr�r NOTES: a% !,' 13 b) in raft am - niodef no, HI FM424 Z WAW service crossing a) Encased in (r ckmW" ;„ ,, PVC or ,. 21 pipe. piping "I run tom one foot bmiond sidevvek, CUTOUTThe corpe1op; wire to be toped to top of PEr at 10 foot and 21 METER INSTALLATION SE.,. SEWER CLEANOUT 43- far, Ir AN backfill to be cornpacted to clonsity- STANDMID ltZ--r / concrete wowed becIA be" (III CONCRETE CRADLE CONCRETEARCH t./�III��jI t:J iiW Y i Ak- concraft CONCRETE TRENCH & BEDDING E• 0_ tren.hwkhh �+ of manhote at grade In puv~ unless ftfthed be" W ffft shave A4tn pipe lied vmM and painied yelow square am ped Ir 01ft'' k mound markhole ft" In wade adjustnierit rings Wnftkn arm bob (4 each) concrete ASTMC-1 506— Wade tt BOLLARD DETAIL .�_ JL applied between ofloints johm am to be sealed � with Xr ring �i3i, finished graft POO to manhole '_-Toonnec" tobe byllaxibisalme ��. .�,•, charms! So provide a transitior; In to CUP to be iInvert ammmm n"0L to am connectionsabove lop of bm v" box marl" precastirmartorgrout bend to be boftm to form chwvwl*—devation as top ■ �� • - ,,.,,..+ram.- ... ... ;i --------------------------------- NOTES, 1. Manhole sections 9W have an mderns! coaft of approved potyrner f&n Wafer proo" pdor to Inetwisdon. ►.�_ v9- 11 a*iatineirt elevation amods two Inches use concrete adlLm"ent rings with a mdaft cDating of mechanical )*a SW pW to be p1somd ommd nwholes located in shoulders of roads, sm+V01 1196 Wfth 5. ft top shall be used If heIgM from Inveit M to rim Is lour feet or Im. Fram In be Msh In tr branch FIRE HYDRANT4 r•r MANHOLE r E 2 ADDRESSED AGENCY COMMENTS 05/09/06 JMM 1 ADDRESSED AGENCY COMMENTS 04/17/06 JMM NO. DESCRIPTION DATE RIM'D RDW'D APWD DATE REVISION TH,'f H OF t'RONAI D A. MISWWSKY, nt. � .20674 1 104, slaty, 720 GRAPHIC SCALE 715 50, 25' 0' 50, 100' 1 /NCH = 50 ft. HOR1Z. 1 INCH = 5 ft. j SRT. 715 710 705 700 710 705 00 X PROP. GRAD — — E GRADE w _ wWU 1— w I ✓ a- Uo / 8" PVC 4 DR-2 WAT RMAIN / z w7 / d W U d� 6 W o— w � z z �— X w U a3 7- W — LLJ J m +i ! — I- J_ tY J tYl. a J m Iw- F_ Uj z. Q `� LLJ W V) X X W N Y W N W Dp 3 a0 ¢ d i J I 11 1 I-C Lj I J it7 = lL dam- N LLL_ > U N J — Q `ado tw- (� — 00 - n —_ n r r Z r cfl Cr)t+) N + r- 00 O U 1 0+00 0+50 Both joints of the litbng "I be restrained. In addition, all joints within the recommended lerip (L) on the large aide of the reducer shall be restrained. SMALL SIDE JOINT RESTRAINED LENGTH OF PIPE (Ft) LARGE SIDE JOINT PVC DIP 6" 8' 10' 12' 6" 8" lo" 12' 8` -- 40 60 60 -- 20 40 40 8" -- -- 40 80 -- -- z0 40 10- -- -- -- 40 -- -- -- 20 RESTRAINED LENGTH OF PIPE (Ft) PVC DIP 8' 8` 1 10` 1 12- 6- 8- 10" 12- 60 d0 I 80 1 100 40 40 1 60 1 m VALVE, DEAD END (PLUG, FIRE HYDRAIM RESTRAINED JOINTS 1 OF 3 -2- FAD J EX. G ADE I i OH00 C:) O00 � O h II +il II n u7 o pF-Z Z �N�I- M CD 0+00 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 WATERLINE PROFILE In addition to resWning each Joint of the tee, (1) any jolyd that falls within the recommended length on the branch outlet (Lb) piping shall be restrained, (2) any joint thattaft within the recommended WKP of the run (straight ttaough) outlets (Lr) shall be restralned. A aorls 81W be restrained per a toot requkements for Lb. A wye shall be restrained per a tae's Lr and a 46° bend'e L requirement. RESTRAINED LENGTH OF PIPE (FL) TEE PVC DIP r X b Lr Lb Lr Lb 6 X 6 20 20 20 20 8 X 8 20 20 20 20 8 X 6 20 20 20 20 10 X 10 20 20 20 2m 10 z a 20 20 zo zm RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr !b 10 X 6 20 z0 20 20 12 X 12 20 20 20 20 12 X 10 20 z0 20 20 12 X 8 20 1 20 21) 20 1z X a I zo I 20 zo z0 TEE, CROSS, WYE TYPE RE59RA1M LENGTH OF PIPE ( )IMSTRAINED LENGTH OF PIPE ynm6 PVC DIP DEGREE 6- 8" lo- 12- 6- 8- 10" 12- 0E 20 20 40 40 20 z0 20 40 45 zo 20 20 20 20 20 20 20 22.5 20 20 20 20 20 20 20 20 11.E5 20 20 20 20 20 20 20 ?A HORODNTAL BEND RESTRAINED JOINTS 2 OF 3 W31os 11 -3- E MH 72 - 715 710 705 700 rn 00 O t� ti O O O Z O+ SM 05 5+50 6+00 6+50 7+00 DOWN BEND DEPTH 4 FT. MIN. I�14� UP BEN] �Y DEPTH DOWN BEND RESTRAINED IJ84M Vertical outets contain down and up bends. On down bends, One Joint faces hnxizomts! and the other poUrta down. On up bends, ona joint faces horizontal and the adier points up. Each side of any vertical offset bend sWl be restral ned. In addition, any UP BEND RESTRAINED LENGTH joint that falls wA Nn the recoffirnencled tsngth on each side of the fitting shell be restrained (Ld. Lu). RESTRAINED LENGTT OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT. AO 5-12 FT, 4 FT. #IN 5-12 Fr. SrlE"Z DECREE OP Ld (DOW I Ls (UP SZ0ME DEGREE OP BEND r Ld (DO Le (UP 6- PVC/DIP a 225 & 1125 20 20 W PVC 2z.5 & 1125 20 20 8" PVC 45 40 20 10' DIP A 22b & 1125 20 20 8' PVC tab & 11.25 20 20 12- PVCJDIP 45 40 20 8' DIP 45, 22.6 & I1.25 20 20 12, PVC 22.5 & 1125 20 20 10' PVC 46 40 20 le DIP 22.6 & 11.25 20 20 VERTICAL OFFSET RESTRAINED JOINTS 3 OF 3 -4- SEP 0s 7+50 8+00 8+50 ✓ 2' X X I i' EX. RADE J w W _1 { / X00 I I d� I — /y _ I Lim: ::n I � Z J U) Lr x W ! �t �- d W �_E O II o0 F O< �m QY 1- r` to Q_ 2 00 00 Ili 00 u") - z DODO O OR II CD NO O 11 00 D +i �Lo L0 II00 (nO Z rn j C II it II t� I4) W —O 0 IIZz0Z w» �� z� m+ yj O jj mi`+UO N0?> + ZZ000LO _ -- -t --II 0+50 1+00 1+50 2+00 2+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 SANITARY SEWER PROFILES PROJECT FREDERICK COUNTY PUBLIC SAFETY BUILDING DISTRICT FREDERICK COUNTY, VA UTILITY PR❑FILES AND DETAILS rn N O r. Z Z 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 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 RAM P H R &A DRAWN DATE JMM MARCH 24, 2006 CHECKED SCALE RAM AS SHOWN SHEET FILE NO. 5 of 7 13156 2-0 n n 1 725 1 720 1 715 1 710 705 w 0+00 0+50 1 +00 1 +50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 �I EX GRA E / — \ ROP. RADE C1 „ 10 C9 126 0.50 24 CPP C10 135 @ 0.5 % 86 15" C' P 60.50 ° .27 % 1 d4" CPP 24-6 00 O r- oo U n U { O I o l� �00 � C, rri � It I LC) M ' OO Q n II to FI rV n II 11 Ln 11 z0 00^ 1 11 N II _O 1 +7) (CL CILOf--Zz CL o I a> > z +a » o+Z o i-? z o+0 zz Z�00oAm t i Lj T w 01 � I d F Tv 1 I AZ EL 1 3 ��g �.i I J I to l� o }gr� to 1 r k '�� fr snisl/ l �QUJI a a � mm ~� `t. 7 O nc o�cc _ ! . 'y.. 'jr� f Qom_ U i ( W pj A c I �o • N y ' � � Ill IMP 1-3�--L_._�._� ----� a� do r / a iia{ \� n � / d I 1 C. IJ al � `IT P. w 0. •i 47 T'�� l'..� _ • 1 I I 720 715 710 705 700 695 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 SECTION A —A 20.12 3211 ' PUBL C SAFETY 31JILDING — 9.25' F.F. EL V.=71 .25 J 2% 5 / O / w Lr- CL o_ O- 2 ADDRESSED AGENCY COMMENTS 04/17/06 JMM 1 REVISED STORM PROFILES 03/29/06 JJW NO. DESCRIPTION DATE REVS'D RDVW'D APWD DATE REVISION TAL 800 A MISLOWSKYJJR. o. 4 �S NA PROIECT FREDERICK COUNTY PUBLIC SAFETY BUILDING DISTRICT FREDERICK COUNTY, VA 6 720 EX. GRAD 715 PROP. GRADE 710 (@ 3 4 % 705 PP 700 U 0000 o C> O N a o� o uo z .�- t o> N > o OZ w z 0+00 7 720 715 71C 705 i 0 0+00 0+50 7.1 D BOP. GRAD .1 9 15 PP � r` •U U OQC> ti M P r: If II II � 1 p 11 z O o ol-z z STORM SEWER PROFILES GRAPHIC SCALE 50' 25' O' 50' 100' > /NCH = 50 ft. HOR/Z. 1 INCH = 5 ft. IiERT. 9 9.1 720 i 720 � i EX. GRADE i 715 PROP. GRAD 715 710 C9.1 71 I 64 .50 15 705 705 o U C) o "' •U Lq U O O O� M O '`� C. +' IZI If I =) � ILI n t ll 0 o o CL i > '> I 0 + O z Do1—z oQ1z 0+00 0+50 N w 0+00 0+50 1+00 1+50 n25 R .R1arr: kmwmit� 'w pop z dik ... w I •IN aT ! ,.. -- t t '4 •4WW APR 1] TITLE SECTI❑NS, STORM PR❑FILES AND DETAILS 715 PROP. GRADE 710 EX. G AIDE 700 0N0 / o °' C, ' n o 695 K)CL� _cz O U O �• U N to � 00 O o O a II It z °' II O + >' �' cn woz ool—z 0+00 T�yy,S� �p 1ILtT "��1% Qom- 4 ER 67r►MIil1M ApNT 4 L R SOX IV 9CEVA" l i l C+ gg ' �341MAiC t f gloll lilftlil if fill-1111 molt ; iPilc. .. 3 0 aunE1< FACT OF anEt PLAN SECTION A -A NNK 1 A * YAIr >IL NCYEDT. JdMT fitJTiER I>LMIS $ I FRONT ELEVATION E �,prr. �1NT T SECTION 9-8 Illfi ,� i1D$ 06TI� > L �[ tllla tltAt DR-3 6 067 VO4 MI"+ r�'• .. lyn a mm KTAL OYU K UKO oft 0-2 STAIIOM S. tiPk w � 1'rfX 8 }�• t a• sltt0 !NCNB OdMECTOR sntoEv 4AiYAtEin pule i'011 tvn t< ro K ma M Mt All�.t OF Mr3W f� A1�E NOM AT !'C Two tav 6 TO BE r M'�`�" �` aN STM S Me NOSE 0ETjNL'S 4Aa'fJa1T OF3A t p•3! L 01.3C L +�.,• 11M�CD fJgE1EMT mi L , � X � � �� � FLBM d j , jtG'� •' • � } 0� DETAIL WHEN USED FM teE W aRADCi ADJACENT TO CAAtB fall USE w Wn iNrI !iMY CUTTER WtM SM TO BE sTIa�ETRKx K¢T I of STANDARD CURB DROP INLET 12" - 30" PIPE: MAXIMUM DEPTH (H) � 8' 10#Ats WlWlti O[►ARTiENT aF 1RAMIPtIRriTMIM PLAN �IoUt Rano.rth j+t 1ECTUII CAST WOM !f: IRCT H tttte. NOTES a..r. aSS" • 3'11 8 14' -L WEPT+1 OF OUT 01110 E P�OMNy Ow RArfi �,y� t� C041 rh�celer T- -4" �+p� DPtN 4RSAlE11 1MIW rim 51MY1`.MIb $ OM ttiS TAIgAR1 #. T►E -M• alEN9l011 "awme A j SP[CnE0 WEDpy°`�yT�HE t p ourFxL PM to r#*4 OP di 1� 37NutT 1 CAST CAL!►- PON STEEL dM 4tlard p1JW Tt OaEN90114 APPRdrsIATE pLt Fall E3Tt1rAp46 PUMOSES, ME1 TIE 44 ± � OaEN901+6 SNKi OErET'4dI[0 EIY 1 iti 43.4 ya cGlY1aACTOR rayY�iKw CanwrWlel Opattl 3 6i. *001IR4 mxt 4A } yy�N Sr';GF a 04 AXE PLANS TIE mERT 6 NOE � 'MT14 to tow r > b w ACc0A4MKE STAIaPC tS-I. THE CWT OF FIFT49" NO PLACM ALL MATE�A13 hCDpyTAI TO r SMJJR . 4 TO_�Ir NKLA ED IN THE EID PAK7E rt1R ttL STIICICt � ^ . f/i• . r L� J j^ a^ �. rl 1I� Ly��} 1ME M4flt1 Of ME WTFALL h*E d Mftf14 TWMI T!L 80TTOM OF THE �1VQ aa.A tx ina•t L �HWTm rW WE1111 or APDD ST 0* x�1[�"'4ll arW 9VPnIG tS 76 K Wall) tI TIC W IriOC FOR THE 9TRUCTUIE. OJL SECTION 6'8 s. STEPS NtE TO !C M4MOEA N 4 t •� Oa +�A N, rat otxxs s[ TAf10 8 !. COLLAR DETAIL 4 Tog HEY YAv BE PRECAST OR CAST-01F- LACE. C Or4mNl T s A x S• %mT" DOMRS AT ARAttOWv r tT2` M ~rp � ,b4f3Tttltl`. C{1Mt`K�C VENT StxrtAW011_ N UEu OF 00111 t3 A 31x4' }•-----217, tlt/r Y d` K PR SEE STAM[)ARE) 04 ALor I ?" paNtrrr e• T-00-NOToi A F "ATE. � T•d•]4 t FAQ ALTftIlrATE �SILTnI Sm Me p'a Str Mitts A. y DuwE EF' tFTIt t ht �5c..3�]+ IF A, cats —ii#.tti Ait' i-. E1E E d- T8 S` �iSUt a.3. ibw t' 1r-W tw a., t a ••vy�� M' MJ�'R'IEy1� �M+1� � � rlliLT Ta TtE OUTS ar T+E STrAACTtMIL S. CaT wpgP M �pitptElt � TD * tx t i3 43OWi! #ii.f, WAL'SJ� [OnGTKit � 1a 4 4 10. MV ALTEF8YA1Ei 1ETFIt> OF MICIIDRJYGE YEETIMO �TOEESIPI: V& or THE EMOIEER t1J63 A3 y40MIt trtI1EdL Tsc cosy was SECTION A -A CONC�TE QUANTITIES FOR MIN. DEPTH RTC4 12, ttraatt Fitt ' L440 CA rot, cGfwq%SECTI0" C-C SECTION D-D Or gAnmw 3 TS3a +S. Yalt CMtaJiti ls' ovW014 OMi ' T.iTO a v W fonorttt 24, a lefolm MIA* - tW Gi ret.l imtIm ORATE DETAIL AN 4.+40 [w_ Y4t- ow OFd)i6ndlCot fN dg1Ut: iPPROWA.TE M K114 Carl va+ Oran 3s7 2 U! 1os STANDARD DROP INLET 12" - 24" PIPE. MAXIMUM 'DEPTH 00 = 10' �u 1W M voom 0"N"U MT OF TRANSPORTARK M 3W 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 no 10 0900 10 CO. PLAN DESIGN SURVEY RAM P H R &A DRAWN DATE JMM MARCH 24, 2006 CHECKED SCALE RAM AS SHOWN SHEET FILE NO. 6 of 7 1 13156 2-0 GG-T7 CYr`6 GENERAL NCTES: t. TES, IrTFGTAMF WALE g44XL RE PIKIVt1fP QY TRMCATED DOWN 2. DEFECTAPLE wM*W TO aE GLASS A-J t 06CRETF_ tCLASS AA F P0F_C*Sr - - VIM- SLIP W-StTONT JNIEGRAL, SIAFAGE CV-ERAKI TwE FIAL Ar}TN OF THE RA"i' f1OCW BY 2 'OOT N tr.NGTw N tNt taitrCMN Cf PrtWStRVN T AvEL Ce rEt2 TYPFi Of WATE1g1A� mTr Tri *NsrNCA7 D E5 OETECT4LE MARtrF�i WY EIE USED 4'ITN FK APafii�V11 CF 1f EN E TYPE A 3, S-C~' SLV:S Of tX011 iQAAiK WAY of Pauml W*M1114MLY W111a VAA0& PERPENDICULAR FL" CR 9Y LISP* PERNSSOkE CON9TR!h"-704 XIN' *IT" R£OLrREO BARS, 4, Ir MkWP f1,00R IS PWC %T kIMM &dZT Rf PRIYA1 F!1 rM Ti31ITL, Mkn 10 T44T ALVCa44: FL4MW S&S CAM eE 0.451 VJ PLAL:; *f[R PLACEOEW C"" 1P*tMT 114P FtCr� R. PRECAST C'OWPETE 'SK%LL BE CLASS i, 4, r y-FA�I TV fitRANk* CLIJLt'ai, VD-UtPP"CHEoroi JP - RAW tP TO UCAf. �YR1vw J'.AYNTER �� VAX C04CETE rOVER tip-. ?-1- +- --" -- S CJIM J CURN NO CIiTT;R TR.GpF TRmVUt %K AC VkrFNT In, GLAD RM--, — AR C.IRR ANT:' GU11CR. 'e—'— TYPE D 7 CJQS RAWS ARE TO 9E :GChTEO r. SN0w4 ONT•E PLANS 3R AS pitEO'EO PARALLEL _I EI BY hC fNGWO_ T4FY ART TD Or PRrVr" AT 1V'FMCTL*r, W"U•RF R AN ACCE3SIKL Wxjft Yillm itt mrir Ct WAY 0 A''"CYMAY FA:u,Y CROSSES 4 WRO KTSGAR;:t.E39 OF WIEIHER SCExr4L•t 6 LEIS 1M._PRtWOSEV, NSAIExrTEhT, tNEY wJA3yT DATED YOAT14N PEDESTRIAN „aAS�A'ALKS Lry tTEQ 9E NEltctE 9T�K•ifrE EI TW, =t' N�ufs�, F�Rt �.- C2 04Y3R*vT&ORO;; INLE S ETC_ AICCESSPIE ROr.IrES P"!OVCE A CCNT•UCtS ;1¢ , W V TRt rE7. f'A3 E FSILA A160 S11P "STANT PAT•L CO NECT1+ .ALL At7 1;W. it itrVTN".$ Cr A FAC:iLIT1' TWAT CAK CC APPROAQ3+EP.ENTEREJ `r - • ���-' . Ca PAWS 'JAY BE PLADED ON RADt:L OR rAWAI* *L SECTIDNLS PROYC£D Tt Al T• wk_:� AT . 2" 4C-ER IK%4 T1; C�MR $'Af &C CF: PyACLD WIT4T44 THE L1475 OF TH£ CROSSWALK Awj y - MIT or PAVrwKI 1HA TM SLCM TK CV00. ATTIM CSNYCT,Cw Or THr CLr'" CrrMW. IN PERPICKtKAW Ca ♦t AI;K* ,"JVAi AS TCP iaF CURB 1. TYt1GAL 'C ITCTC XWALK 15 4^ THICK. 11{N Ti1C E'YTRR+v: RACIC90101 7YPL C JI(_'i�CMIF tOAt) i14 nm" Rr"J:.mw NTt Cr AKTr PAItp WAVY iRifm TRArF Aurst TO STRMAM CC 13 CO••1IrOCLAt ITN14A JF_t DEWY PARALLEL & `7r RPE VCULA 1RtR9 IRAFFO FOP. 121%VIETE 5EP4L TC VAFN CXVH PAWr ARE USED R CC%M%IGTKKVN AITH A 1rt"Aa_13 USE PA-K IM Wfr4 SPAW_MP iL t,K UM Cr 114, SNARE] L>'.0 PATH "W A•?]6 1 air+lut? Oa, 4 Q U Q Q a U 0 0 4 tz 0 r 0 0 0 0 0 0 0 00 00 i D a a 0 a 0 D D D a D 0 00 ti D,2 ,I -CA • 05E CW RAM, COAW �T�T_R� D a a 0 0 C 0 D 0 0 U O O 0 02 00 00000 L1AS YJW_TE17 4 Yf•UU17• ��-PAY t14i'.j TR UNCA'T ED DOME G'LT�11L f�l'.T)':GtAE�IC rYAii''IT� C`ETA IL StF_E1 1 CIF 4 U ��` ' i GG-12 ©ETECTAE�LE WARNING SR F A.� �" L •,'E�•>x RCV.T/pa GENERAL NOTES Tp..T,nr, VA$tRlt CEPNttT�'Al tai TRAN61'CIttAFi[aR p 17- C-C I' 13 A!+'X i3 7 _ 1.VW:ATED DOWS A SEE. Se•E£T 1 Cf 4 FOR DETALS TYPICAL CIESIC N &G' BACKOr V'lAR6 tj•I 1mr. 4811 VAX SECTION ,A, -A fi TEiccv JI?ALI . b SEC -ION B-B E NOTE: FOR WERAL NOTE4 CN TIC OETECTAILE N'A +TiC StrWAM, ALTERATIONS SEE SKEET i Of' 4. A. ,• spu.Ja� LA�oFIIi � JIMA 11UTSnE or IVAYLLWAT ViALL y �! BE PROvE-f? blrH'/I � f!? Y. to . rr r J� t5 Ln 1 . 055'AJAL -'fIiICA1_ PLACEMENT TYPICAL PLACEMENT AT IN7,ERSECTION AT INTERSECTION DiA,,.pNAL � r ALA AT1C-"ti Y1'ITHIti CROSSYrALK WITHIN€ CROSSWALK BUFFER STRIP) DI$ 01=W TO W' LMVD TOR CC4LSMt1CTIIN T44AT NCORWIRANR K, LM. ♦N4p 140' WarQIPWO AT TOP 00 ..O RNA;*- v&A* CU" _,yLM B rLAt FILM mils rmwS rajzr"OM.4f 1txt cop $=TkST o4Q- CG-12JETECTABi_E WARNING SURFACE 3 5 TYPE A, (PERP NDICULAR) APPLICATION Vilrbi11 CrPAf1TIJEN£ rr -II*nFQRTA7*4 OG-12 A lONr_ ... A� 1 PiRmtsme CONST. 57 bitI� jG%T A •+IK 1RVNCATED Fa4'NES W WLT Cf 4 FOR DE*ALS IA Gr,INr, Pt AN ♦—S T R. CL • 7 BACK O: CO 12 SECTION A -.A WM FOR CENEPAL WKS ON TtK OLIECIAEILI. wMt" 5u1I:#ACr, SEx SWEET 14F 4, TYPE C PARALLEL & PERPENDICULAR AtifPPI,ICAATiON :YAApYAYAY GRADE 1N FGRADE Y9OU11 ! R^W LD4:TH N EET z s 4 4 8 10 15 NOTE: t."Mz 70 116 WMMID FfC7fMCAR:&L'il. L�,Ct$ E . m th- Ci� CR "ALA TYP:^CN_ PLACEMENT AT WTERSECTIdu WITH BtiFFER STRP TlE SELECT04 OF Ci." rYPE *0 TwE C*WCURArI O OF iPf OTIL TY STM• WAY VAR( -0 WET EPS?WG FEi.O MOlT"S AM? ObODWAY tX0Vk!.NIC% :°'ttCALVC fill IIUK&M15 APO SLOPES WE AS WNEO. r 77: �)K-- — —=— \ ATXX. SAN£ AS TOP f CUB 2 Cf 41 TK"S Ct'*A3K£D 0ARALLE- 3 PERPEWCL*_API DE'.Y.ii1 FOP ALLTFPA.T10Rs CAN BE U=0 MI I Ai?J 44:;e OL9'rLR 51W. LA43W. AT OCT13N Cr TPG 9;,CPNC SrMN W1tH 50' •. 6T7' M4.OM ttSO4S, TTE SHORT P0*E4_ xq to 'fttr TO 't£ STREEr CAN III, PPb:1IFrTfID RY A TAN IMAP'Ep 71'ttA-;w GFa +^^.�'JWJF_CIED T4 714E 90--WALLA WITH A WARzED SLWACE. Stf E 7 4 rf 4 CG-12 DETECTAF-I_F WARNING' SURFACE W; W1fI RLV.*,Os TYPE C (PARALLEL & PERPENDICULAR) APPLICATION �� 2nsr,, vI•.C+•A G[P.u1ruCN1 Or TRAtfSPrJRrdT1ON .Y,,,.,..,� T"T SEAL 'tH OA t�sLOws�, �x. 0 0. 0674 ss ,� R NOTES; 1, 1MS ITEM IA`Y K Pt1ECW `*0 CAST ie PLACE. j, WI[RKti to K CLASS 03 Ir C_YS'F III PLUX, 4BOb PSIS PW:047- 1. 000INAT104 OM i CUTTER MVMC A MJMS or am r4ttY an f.CN tiA.4�IS FlK7E 'Pf_.,Q�H� 7►L"1. K,tT/T�AD FOR AS 4116 JL CtC�b�Bh711ATUN ��1w 14 ,. M iW1f r USE TTM tfri t�11 iiARRIEL minTtD a' IN T►E PA511 ArmT. S, INS CURS ANY BE VEd1 IOEw" SMED 6 40 V M OR a929 *AAL MOWAVS *0 49 silt" OR Lim IN 04VELOPCO UWIN n SEMEN m AhEAS,, Or T►Cfi[ O[LF+" 'W't7CQS Oft ExtEEM SIAtCOO 4x* IS NEamm. . � r 10 D b . O O I 6 � r • . r rNeE g4TTtSu ppIfr Tw Cam APO ITVtTpIN NAY pC CCMIRllCTE;O IRA4jLt4L TO TO ILOPE OF C"92 POIV40ED A mommTt P114 dr r Jtt 711E �CPTKSN TK f{riILAm" COMSINATtON 6" CURB & GLITTER iffs } VTR " DEPA nm" OR t►NRPCATAT04 0 STOP 30" LEGEND, BORDER — WHITE (REFL.) BACKGROUND — RED (REFL.) STOP SIGN — DETAIL NOT TO SCALE STANDARD STOP BAR 24" WIDE STRIPE (THERMOPLASTIC TYPE B, CLASS I) i sT'it F� ;; ..-:iF..•Fp']• it. A? c!s L-R.h E? C PROJECT FREDERICK COUNTY PUBLIC SAFETY BUILDING DISTRICT FREDERICK COUNTY, VA TOrAS RUNOFF WATER wn-H SEDIMEI SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. « GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC GRAVEL CURB .INLET SEDIMENT FILTER / / r �j GRAVEL nLTER � 12- • r4 At�tyii� I VP Cr PCO—Ellull :IIIIII�IIIi� IiII� • I TMS MSTROD OF MET PROTECTION IS APPUCAMZ AT CURB DOZE"M WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. ' GRAVEL SHALL BE VDOT #3T #357 OR 5 COARSE AGGREGATE. PLATE. 3.07-SOURCE: VA. DSWC -•)ii(--• 1" OvtFIaP a x a' wood Rae. 1'x 6" SAWN BOIiRDS��6p'-�4p LONG.STAGGM SLOPE FOR ORNWIGE W/1 MER w WOW POST ) o (W/ POST BASE LL 44-- 5 8" DIA BOLTS 4•x 4• WOOD RAIL r CONCRETE SLAB W/ 6x6 A WRE MESH (SEAL CONCRETE L� SIM GREASE ABSORPTION) AGAINST l_ VDOT CG-6 M 12• DYl CONCRETE DpRiSKJN JOlTT AT F00T1`K \ - /EAM POST FOOTING MWA OF 4) SECTION A 10 b 3' SOUAK STEEL TUBING i t/2' SQUARE STEEL TU SHOP WEED - ALL JOINTS all GRADE -. (2) 6' CONCRETE FiIiD Parr PLAN VIEW 10'-0• 10 1 Z 9DRIVE ON CAPS iHOR SOW WWCTIONS tx 8 ROlKi1 SAWN 6'-4" LONG WITH 3 8' SP BETWEEN BOMBS 3' FRONT ELEVATION STANDARD TRASH ENCLOSURE DETAIL MISC, DETAILS A Mt HOLES IN CONCRETE TO LOCK GATES IN OPEN AM CLOSED POS<iTONs, (2) 24' FANG 3/8' RODS To e G(ZADE (CONIC, APRON) PLATE 3.07-1 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 RAM PH R&A DRAWN DATE JMM MARCH 24, 2006 CHECKED SCALE RAM AS SHOWN SHEET FILE NO. 7 of 7 1 13156 2-0