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HomeMy WebLinkAbout69-05 NW Regional Adult Det. - Detention Center Pod No. 3 - Stonewall - Backfile (2)eb P b W. 7" r l ,. > /: / -.: _, :. _� / r - _:. ., : r r' is (•: i J � ■ Y' s CONSTRUCTION NOTE GENERAL 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 inoted, specifications for all work to be in accordance with appepalicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Drtment of Health, Frederick County Sanitation Atuthorrty 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 cis to avoid damage to any utilities. Any damage shall be the contractors responsibility. The contractor shall notitfy all utility companies 72 hours prior to construction. Call Miss Utility" 1-800-552-7001. 3. The contractor shall be responsible for all consitruction stakeout. All dimensions, elevations and locations shall in h field b each contractor prior to be innin the work. The Engineer will approve all cut sheets. be verifiedt e ed 4. Any unusual subsurface conditions encuntered iduraing the course of the work shall beimmediatelybrought 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. 7. Cutsheets shall be submitted to the En ineer fmr approval prior to ordering structures and start of construction. gg r road, an offset hub elevation. I h existing round elevations. at centerline of utility, structure o r a d f All cutsheets should show n 9 9 Y> > FREDERICK COUNTY SANITATION AUTRORITY 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com . 2. The water and sanitary sewer portion of these plains are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in a(ccordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. When an existing water main is tapped for the imstallation of a new line: a) The Authority shall furnish all labor and rmaterial. b The developer/contractor must: 1. make application and pay deposit 2. mark the tap location 6. The contractor shall tie-in a new sewer line to am existing manhole by core drilling the manhole 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a The meter box, with its frame and cover, must be properly aligned with the coppersetter. b The frame and cover shall be set to final grade. c) The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. d) All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority?s Engineering Assistant. b) An Application for Service must be made and fees paid before work will begin. c) The Authority shall furnish and install all 5/8'", 3/4" and 1" water services. d) For all 1 %" and 2" services, the Authority slhall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard) No. 1015 or 1013. 11. All fire lines shall have a fire service meter assermbly and a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio read remotes are required. VIRGINIA DEPARTMENT OF TRANSPORTATION V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall goverrn V2. All construction shall comp) with the latest U.Si. Department of Labor, Occupational Safety and Health Administration (OSHA, and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all trafffic 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 Ibe 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 withi the attendance of the contractor, various County agencies, utility companies and VDOT prior to imitiation of work. V8. The contractor shall notify the local VDOT Residrency 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 maintainiing adequate access to the project from the adjacent public roadway via a construction entrmnce that is constructed and maintained in accordance with Section 3.02 of the Virginia Erasion and Sediment Control Handbook. Furthermore, access to other properties offectedi by this project shall be maintained through construction. The Developer shall have, within thre 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. Defiiciencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is aclhieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitalble soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engiineer 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 VDO1f standards and procedures. L Nli 1 I "hal 0.11, I IN 79 CO ar ?i FIJJ F. YT*7 LOCAL UTILITIES Frederick County Sanitation Authority P.O. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre Alleghany Power 3463 Valley Pike Winchester, Virginia 22604 (540) 722-5852 P.O.C. Cindy Laing Verizon 404 Hillandale Lane Winchester, Virginia 22602 (540) 665-3156 P.O.C. Larry Willingham Adelphia Cable 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667-0364 P.O.C. Dave Cesfske Shenandoah Gas P. 0. Box 2400 Winchester, Virginia 22604 (540) 869-1111 P.O.C. Tim Hackman 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 VI 5. 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 s"nage 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 devc':oper shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six- (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Sicndard 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. / I 6 SHEET INDEX O 1 COVER SHEET 2 OVERALL SITE LAYOUT 3 SITE DEVELOPMENT PLAN 4 GRADING & EROSION CONTROL PLAN 5 MISCELLANEOUS DETAILS Vicinity Map Scale 1 1000' i I breu r t 11*1'1'0 ®r d & w-sm s e o, k ci ales a division of Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 Winchester, Virginia 22601 T 540.667.213 i Lr EROSION CONTROL 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to issuance of the land disturbance permit for the subject project. 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land dl,'urbing activities. 3. Prior to release of building permits, the following items shall be completed: a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified as -built of thr subdivision which contains the following items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the os-built which states that the subdivision has been constructed in accordance with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 5. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 7, All unpaved areas of the site which are disturbed by this construction shall be provided with 6" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. OWNER'S CERTIFICATE I hereby certify that the property contained in this Site Plan is with free consent and in accordance with the desires of the undersigned owners, proprietors and trustees, if any. NORTHWEST REGIONAL ADULT DETENTION FACILITY 141 FORT COLLIER ROAD WINCHESTER, VA 22603 PH # 540-665-1615 L� OF d A. Mislowsky, �r.: O CERT FICATE NO. - c 06 ® � EGIS RED ROFESSIONAL ENGINEER - Date Date Date 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. FIRE LANE SPECIFICATIONS 1. Fire lanes shall be on all plans or drawings, if applicable. 2. Fire lanes are to be a minimum width of 18 feet. 3. Fire lanes shall be designated in either of the following ways: A. Double yellow, six (6) inch lines with approximately three (3) inches between lines shall be used to mark paved areas. B. Painting of curbing yellow. C. By painting of yellow hatch marks of six (6) inches in width with no more than ten(10) inches between hatches on the entire area being designated as a fire lane. 4. Signs shall be twelve (12) by eighteen (18) inches with a white background, with red two (2) inch block letters with the wording, "NO PARKING FIRE LANE Authority of Fire Chief". Any other color combination or wording needs to be approved by the Fire Chief. 5. Signs shall be posted on all corners of the fire lane, and then no further than fifty (50) feet apart along the remaining length of fire lane area. Signs shall be a minimum height of seven (7) feet to the bottom of the sign and a maximum height to the top of sign shall be nine (9) feet. Any other height needs to be approved by the Fire Chief. 6. Any existing markings which will be within the fire lane area after their establishment shall be removed so as not to create confusion. 7. The fire lane shall be maintained on a regular basis to insure these lanes can be easily recognized. Maintenance shall include repainting on lines or curbing, replacement of signs, etc., as deemed necessary by your maintenance personnel or the Fire Department. 8. After the establishment of the cited fire lanes, local law enforcement officers shall enforce these areas clear at all times. 9. Fire lanes elsewhere on site may be required as construction develops. Approved by Frederick County Zoning Administrator Plan Approval Valid for 5 Years From Date Shown Hence Date Site Plan Valid for 2 Years From Date of F.C.S.A. Approval Sheet Number of - PROJECT SUMMARY TAX IDENTIFICA TION NUMBER 54-A-94B EXISTING PARCEL AREA 20 ACRES DEVELOPED PARCEL AREA 1.5 ACRES ZONING Mi ADDRESS FORT COWER RD CURRENT USE CORRECTIONAL FACILITY PROPOSED USE CORRECTIONAL FACIL11Y DISTURBED AREA 0,9 ACRES SMKK REQUIR PROVIDED FRONT 75' NIA SIDE 25' 173.8' REAR 25' 90.1' PARKING 5' NIA BUILDING HEIGHT 60' (MAX�) 32'(+/-) GROUND FLOOR AREA 21,775 SQ.FT. NUMBER OF STORIES 2 FAR ALLOWED I PROP. POD 3 FAR 0.04 1111111 1111110 POD 3 WAS ANTICIPATED WITH THE ORIGINAL SITE PLAN APPROVAL. ALLOWANCE FOR 7 J" PARKING, UTILITIES, AND STORM WATER 0111k MANAGEMENT WERE ESTABLISHED WITH THAT -89. VA5 7'Y' - I - I APPROVAL. ORIGINAL SITE PLAN #42 "I 4111_15.� INA SITE WORK NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE TO IMMEDIATELY REPAIR ANY ACTIVE UTILITIES DAMAGED DURING CONSTRUCTION. 2. APPROPRIATE FENCING AND/OR BARRICADES SHALL BE USED WHEN DEMOLITION OCCURS NEAR PEDESTRIAN WALKWAYS. �2 3. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE PLANS AND RECORDS, AND THEREFORE THEIR Z"'�� LOCATION MUST BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE OTHERS, THE EXTENCE 4� OF WHICH IS PRESENTLY NOT KNOWN. CONTRACTOR SHALL VERIFY LOCATION OF ALL 21tll UTILITIES AT HIS OWN INITIATIVE AND EXPENSE. 7g 4. FINISH CONTOURS SHOWN ARE TO TOP OF TOPSOIL, TOP OF PAVEMENT, TOP OF GRAVEL, 4 ETC. CONTRACTOR SHALL PROVIDE GRADE TO AM SUBGRADE ELEVATION REQUIRED. 5. PROVIDE POSITIVE DRAINAGE AT ALL GRADED mg "FT AREAS. 6. PROVIDE UNIFORM (STRAIGHT) GRADE BETWEEN SPOT ELEVATIONS, FINISH CONTOURS, TOP OF Z' INLETS, ETC, 40 NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE & REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 'g 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. J. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO IBC AND A117.1 M., v) 4. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER EN RONMENTAL "41 FEATURES EXIST. "'g 5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE A pin 5"-81j MARSHALL REQUIREMENTS. IIZVtKlft�ff 0. & 8­- 6. ALL UTILITIES TO BE PLACED UNDERGROUND J- PREJ47M SPANGLkR q 7. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES `51 D.M-6a, �PG. 7w, OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. A, ZONING: MI USE: COMMERCIAL 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 "ZI wvx"mnonav- SHAH BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM 9. SIGNS PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 100 S.F, 10. NO OUTDOOR STORAGE PROPOSED. X 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 ®R THE FIRE MARSHALL 12.BUILDINGS SHALL COMPLY WITH THE MRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION, 308 GROUP I (INSTITUTIONAL) OF THE INTERNATIONAL 0V BUILDING CODE/2000. OTHER CODE THAT APPLIES IS ICC/ANSI A117.1-98 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. STRUCTURAL PLANS 4 SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA :',EX MIA RIM 687.06, A0, 6111' LICENSED DESIGN PERSON. NOTE: CAN USE 2003 IBC UNDER MODIFICATION WILL BE EFFECTIVE NOVEMBER 16, 2005 AS CODE, CAN CONTINUE TO DESIGN AND USE 2000 IBC UNTIL 11/16/2006. 13. THIS BUILDING SHALL BE PROTECTED BY A FIRE SUPPRESSION SYSTEM IN ACCORDANCE TO SECTION 903.2.1.2 OF THE IBC. 14. PLEASE NOTE TABLE 602 TO DETERMINE IF FIRE RATING IS REQUIRED ON EXTERIOR WALL BASED ON THE CONSTRUCTION TYPE (SONE TYPES REQUIRE MU 30' FOR 0 RATING. NOTE THE REQUIREMENTS IN CHAPTER 17 OF BOCA FOR SPECIAL INSPECTION REQUIREMENTS ON THE TYPE OF STRUCTURE. (SOILS, CONCRETE ETC.) 15. ALL REQUIRED EGRESS FROM THE STRUCTURE SHALL BE HC ACCESSIBLE TO MIN. EXTERIOR LANDING. FIRE t.ANES 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 Parshall to ensure these requirements are satisfied. Ld 0 z _j -0 U M 0 U LLJ C) L'i M V) W V) (n V, W Lli LJ cr_ C� to <1C IMME LEGEND PROPOSED CURB & GUTTER . . . . . . . . . . . . . . . . . .. PROPOSED CURB & REVERSE GUTTER . . . . . . . . . . . . . . . TRANSITION BETWEEN REGULAR & REVERSE CURB . . . . . . . . . . .. PROPOSED STANDARD PAVED AREA (8- 218/2' SM 12.5A) . . . . . . . . PROPOSED HEAVY DUTY PAVED AREA(B' 210/3- BM-25.0/1.5* SM-12,5A)- - PROPOSED CONCRETE AREA . . . . . . . . . . . . . . . . . . . .. PROPOSED GRASS AREA . . . . . . . . . . . . . . . . . . . . PROPOSED EASEMENT AREA . . . . . . . . . . . . . . . . . . . . ZONING BOUNDARY . . . . . . . . . . . . . . . . . . . . . . . . ZL9 UTILITY PEDESTALS . . . . . . . . . . . . . . . . . . . . . . . . EX19ING STORM DRAINAGE & STRUCTURE . . . . . . . . . . . . . . PROPOSED STORM DRAINAGE & STRUCTURE . . . . . . . . . . . . . . 13 PROPOSED WATER MAIN . . . . . . . . . . . . . . . . . . . . . . Wj EXIS11NG WATER MAIN . . . . . . . . . . . . . . . . . . . . . . . . PROPOSED FIRE HYDRANT . . . . . . . . . . . . . . . . . . . . . . PROPOSED CATE VALVE & BOX . . . . . . . . . . . . . . . . . . . --i WA D(ISTING SAN. SEWER AND MANHOLE . . . . . . . . . . . . . . .. -i "�. 5. 1`_____ PROPOSED SAN. SEWER AND MANHOLE . . . . . . . . . . . . . . .. . _jS 5: 0 S:SF-- PROPOSED UNDERGROUND ELECTRIC SERVICE . . . . . . . . . . . .. -E- PROPOSED UNDERGROUND TELEPHONE SERVICE . . . . . . . . . . . .. -T PROPOSED CZ SERVICE . . . . . . . . . . . . . . . . . . . . .. -G- _j V��j N I � 6 (n 1-M-11 i1i 0 �& 01 P4400. Cn 0 . U) C) z C04 0 U) :t J), M < -0 a) (0 -5 CC44 0 U) (13 03 0 12 :��N . E U) -a 16 '5) 0) cf) (OU I-- Lo 0 41 %M W W 6 (=; '0 10 W -4- 'T > L0 to LL U) Ui tu > :5 3: V) V) 0 a. L;-j W amnw Er) W 0 CD z jAj LL. W 8 0 0 s y 0 W rx W W 0 .j 7) 0 x 0- L0 0 0 to < C44 0 + LO LL_ W r 0 N Ld :3 Lij tj 7) Lij Cf) a V) 0 - t= 00 z C:) 66 z z LL1 0 rp) 0 Fn Ld �z W a: C) I � I I I � Ccl-1 1 I9 I I i I I I I F7 I SS-MH TOP 685.8 INV IN 680.9 INV IN 680.7 �8"),) 10 < \ // INV OUT 680.6 \\ I I ` I I \\ I I \ I I � I I \\ I I � I I � I L 61 -- \ \ RELOCATE EX ROOFDRAIN LINES. OUTDOOR \ RECONNECT LEADERS AS REQUIRED. RECREATION \ \ SET YARD INLETS FOR POSITIVE F.F.E. 686DRA\ \ \ ELECTRIC, TELEPHONE TO REMAIN ATE ) l\ AND WATER SERVICE INV.=682.85 \ `\ TO BE PROVIDED FROM 1 EXISTING STRUCTURE CO / CO 1 \ I 1 9 .30 ` 1 I I RATE (68 . RECONNECT EX. LINES AS �� I INV.=682.7 NECESSARY POD 3 1 C RRIDOR I w F.F. AREA=21,775 SF F.F.E. = 686.51 I L-- ----� I ROOF DRAIN J I I G ATE (685.59) V.=682.48 IN=683.0 ' I ' 9.14 CO C PROVIDE NEW WYE FOR TO REMAIN CO REVISED CONNECTION GRATE (685.79) IN=681.7 INV.=682.75 F.. RELOCATE EX ROOFDRAIN LINES. OUTDOOR / RECONNECT LEADERS AS REQUIRED. RECREATION SET YARD INLETS FOR POSITIVE o DRAINAGE. -� cn 8 - 2„ 4„ INS/ / �� m r � BUILDING �? FOR EC. EA--// o (T ) A eN / AN R I < /INV=682.20 / D ) c� PLANTER rq PROVIDE 125-150 P w HORIZONTAL CHECK VALVE _EX. U/G ELEC. Z PROVIDE 1.5 CY / (APPROX. LOCATION) } ° co o CL-Al RI RAP °q WV �U/G GAS MAIN I { { ,,� (APPROX. LOCATION) „ S ! ` 6 -13' STUB _ _ PLANTER P�TFR SDR - 3 5 1.0 % { PLANTER RNA�84.58 . �� = 84.12 1-6" PLUG tNV.=678.0 _ ° coNc. V_678 CONNECT TO �� � G \ X. MH ,/ 68S II RIM=684.12 20' SAN SEWER E SS-MH / // `` 04\STORY INV.=678.52 EASEMENT BRICK SHED C'p G __ / + — 18' x 27" RCP y � G G — - - �. s��� S , MANHOLE I '� NV. IN �6::�" 680.42 -' / `'� �� \ �. `► — / -� JJ --�'� I NV. IN 6 " 680.42 RIP RAP —�� m J CONC. CURB &GUTTER /� �p�, �-,�.-�-" / E N V. OUT= 680.22 Mu8 E)C W M QPPP--w -•l— EX. 8+W/M w w Yl__.,___--W- / TRAv. 002 � ASPHALT ROADWAY '■- -... �— —�- —�-- —• --E E=11 089.350 o fRfM( E E E E--$—E E E E--0 E E ° E E E---? E ELEV.= 89.23 � � �_ � — — — (A GAS SERVICE TAP (APPROX. LOCA7I�V� (APPROX. LOCATION) . 1 -7 rn Oq n I A -•>» r _— _ — —•. N RR°19'47" F «any 44,•— BUILDING AND UTILITY LAYOUT I I I i ' I +I II I II � . 00 I 3 TRAV. #8001 ® I N=7119477.330 E=11583674.070 c I ELEV.=682.73 RIP RAP � w I 685 00 N N � it ZQ C> II ? Q W O Z 0+00 0+50 1 +00 SANITARY SEWER PROFILE m rm 0 TOP=680.93 NV.=678.93 I I PROP RADE EXISTING GROUND _ i — I I � I � 8" PV SDR-21 116' ®1. 0 % m Z Q cn ^ X p w N N -t Cj ~ 00 U � w1.0 O C5 ON � it (-) 00ZD r` Z p cfl r� II Q w O CL Z Z v � 0 PIN 54 A-92B COUNTY OF CLARKE COUNTY OF FREDERICK CITY OF WINCHESTER DB 708 PG 101 20.000 ACRES ZONING: MI USE: CORRECTIONAL FACILITY a EXISTING MULTI -STORY BRICK BUILDING 'OD 3 X. 686.51 UNDR GRND TOP=682.65 FUEL TANK ® #iV.=680.65 ° fl 0 LA. suILnlNc Iris nn-7 nn�_ PROPOSED 6' BERM & LANDSCAPE SCREEN NOTE: LANDSCAPE SCREEN TO CONSIST OF 10' WIDE LANDSCAPED AREA WITH AT LEAST 3 TREES PER 10 LINEAR FEET BEING AT LEAST 4 FEET IN HEIGHT AT PLANTING (TO REACH A MIN. HEIGHT OF 6 FEET AT MATURITY). TREES MUST INCLUDE A MINIUM OF THREE SPECIES WITH AT LEAST 67% EVERGREEN AND 33% DECIDUOUS TREES. BUFFER SECTION A -A NOT TO SCALE m 0 GRAPHIC SCALE 30' 75' 0' 30' 60' I INCH = 30 ft. HORIZ. I INCH = 3 ft. VER77CAL CATEGORY nC" ZONING BUFFER WITH LANDSCAPE SCREENING 10' 10' 10' 10' Eil57MV RED CEDAR OR LEYL(ND cYREss 3 2 2' 3' 2' 3 3' 2' 3 2' 2' 3' > RED ALMAPZE OR - 2' 3' 3' 2' — LITRE LEAF LINDEN (20' G4L/PER) LENGTH OF SCREEN 300 FI TREES REQUIRED, 3/10 FT= 3Q —. 1/3 DECIDUOUS = 12 2/3 EVERGREEN = ?2 PROKDE.- LQ LEYLAND CYPRESS EDER NOT TO E SCAL �REDSTERN Z MAPL- OREOC CALIPER HNITS SHOWN ARE AT PIANIING � L17TLE LEAF LINDEN ZO" CALIPER \ rI I \ I � I \ 1 PIN 54-A-36A FORT COLLIER GROUP, L.C. DB 768 PG 73 ZONING: MI USE: VACANT I I I EX. LIGHT POLE (TYP.) NO EXISTING TREES TO BE REMOVED. RELOCATE BUFFER SECTION AS NECESSARY. / / ti , z. 1 -A 00. I �0 I I Iv I PIN 54-A-91 ARCADIA MOBILE PARK, INC. `�- DB 350 PG 481 ONING: MH-1NT U IE: RESIDEIAL II I \ \ I� F-- (0 cV Cc LEGEND � M . • • h • V) V (n ZO Q. 0 o 0 :t V) ' ' c) w z w O «s < o _ m NF- v0-a O � 1--, w 0 1 N >- m 0 N 'a 0) CF) cM U C) `�W � V) aw N C)U m < > � (n O � c~O (D w W W C j Cfl c0 C� 0 Lli Orr to 6 ci c� ¢ ���n 0 ar o .m • L N _) �r rr) Cv - Icil t C 6 O a •C 0- w P PROPOSED CURB & GUTTER • .................. • • • • •- PROPOSED CONCRETE AREA ............ • .............. * ..: s •r .s;: PROPOSED GRASS AREA ........................... PROPOSED EASEMENT AREA ..... • ............... • .... . ZONING BOUNDARY ................................ ZB UTILITY PEDESTALS ............................ • • • • 0 m EXISTING STORM DRAINAGE & STRUCTURE • . • • . • • • • • • • • • • • • . PROPOSED STORM DRAINAGE & STRUCTURE • • • • • . • • .. • • • . • • • . PROPOSED WATER MAIN ............................. wi EXISTING WATER MAIN .............................. ;s — -- PROPOSED FIRE HYDRANT ............................ . PROPOSED GATE VALVE & BOX .......................... --04 —1 w! — EXISTING SAN. SEWER AND MANHOLE . ................... PROPOSED SAN. SEWER AND MANHOLE . .................... -- PROPOSED UNDERGROUND ELECTRIC SERVICE • • • • . • • • • • • • . • • - —E- PROPOSED UNDERGROUND TELEPHONE SERVICE • ... • . • • • • • ... • - T PROPOSED GAS SERVICE . ........................... G a H Z W d O G N 0 F- Q Z � 0 Q Z W U. � � Z � O M cn Z $ 0 U W W W 0 J V W Q O 0 Q a. to O O tr) Q N O P (� 0 W :D W < Q m U o U) cn H o to Z .-- Q � U Q I.L.. r Z Z `1 Z M J W 0 m 10 — Z 685 •:E O O 00 + i C3 i I 1 r \ I I � I i \\ I I \ i I � I i \\ I I � I I � I � PIN 54-A-8213 COUNTY OF CLARKE COUNTY OF FREDERICK CITY OF UVINCHESTER DB 708 PG 101 20.000 ACRES ZONING: MI / USE: CORRECTIONAL FACILITY EXISTING MULTISTORY BRICK BUILDING I I ( I I 4 SS H INV IN86& .9 8"6, �` I IN 60.7 �10) ) 687 I OUT 680.6 00 T V. #8001 t UNDR GRND N=71194 330 ' � sso FUEL TANK � E=115836,14.070 tLEV.=682.73 ,-__ s�5 L ®``� \ 0 TOP=680,93 W.= 678.93 �. 6j82 \' \\ - J PLANTER RN=684�8 uM 678'0 „ - 68 . , G � U _ 18" ,)('27* -RCP ��� CONC. CURB &GUTTER DI #2 REGRADE DITCH TO MATCH GRADE 2 1 SHOWN ON PROFILE BELOW. \ SEE SECTION THIS SHEET. 685.4 J \ 40 685.75 685.75 i m co ° F O 68,6.00 \\ 6 6.00 OUTDOOR , \ RECREATION 1 F.F.E. 686.4 11D. TO REMAIN GRATE (685.71) I 686 50 6ds A \ ti �\ INV.=682.85 N m \ 68'6.25 � N 1 1 °I + - ATE (685.16) ! ` I ��s I V.=682.75 -� POD 3 i ! 4§86.25 C RRIDPR I I I I I F.F. AREA=21,775 SF , I ----------- - �- I - - - - - - - - - - -- I \ �- F.F.E. = 686.51 CO GRATE (685.59) V.=682.48 _-086.25 r j I TO REMAIN 686.50 / GRATE (685.79) I INV.=682.75 F... OUTDOOR ( RECREAROtJ o ;Ft65.7 �- - - U) -> 685.75 6 Y`75 I`' J 1 +685.40,-� 685.40W / /' CC I S / ;/ y o PLANTER rri 5 N FCD ; �l ! D y EX. LI/,c EA. I J �\ Z 1 j INV=682.20 y j (APPYOX. LDPATIM) Q �. PROVIDE C�25- 0 P , .' JiTO R MAIN, ( , it 1 HORIZON TA CE ITCH # VALVE'' wv /� : �i�cSA�ID P-RVVID /� / / i kAPPROX. LOCATION); I 13' STUB CL- PLANTER -35 ©% - � \MLANR e=684.12 - - ---- 685 ----- _� 1 - 6" RLV C CONC. 1�0 \ 1 RIM=684.12 SAN. SEWER CC �-m1i // ON�$T&RY �Gi - ---- INV.=678A2--_--------------- 683------- _ EAS E�f-T- --- �� /� �1'/� HED 1 - - - - 9 FIFE 68 .80 IP - 682 - -------------------------------- -- G ------------------- �,,. MANFOL ------------------ �11dV. IN, 6" 680.42 -/ INV. ,�t�! (6.)''680.42' OU G= 68( Z2 i'Y A" W/1A 6 GRAPHIC SCALE 30' 15' 0' ,TO' 60' 1 INCH = JO ft. HOR/Z. -- 1 INCH = 3 ft. VER77CAL 690 0 u - - - --- - - - - - - - - - - - - PROPOSED DITCH 2 CENTERLING GRADE. S=0.4% I! O 00 coI O d 00 (0 OI 00 �t 00 r` 001 N 00 (ri. 001 n Sri 00 0) 6 00 O (6 001 O (6 co O (6 00 O (o 00 O (6 00 O (a co O (6 co, (0 (o CO' CO (0 (DI (0 (0 (01 (0 cp cfl 0+00 0+50 1 +00 1+ 50 2+00 DITCH 2 .:# 14 CN 0C d VO UN/NG L VA Pod 3 Ditch Detail Summary EX. (T❑ REMAIN) PROPOSED Ditch 1 2 Road or Lot Pod 3 Pod 3 Begin Sta 0+00 0+00 End Sta 4+50 3+75 Side east west Length(ft) 450 375 Channel Slope(%) 0,7% 0.6% Ditch Type V V d = Depth 2yr + 0.5(ft) 1.6 0'9 D=Mimimun ditch depth (ft) 1.7 1.2 Lining Type GRASS GRASS W = Mimimum lining width (f t) 10 9 Anchors per sq yd NA NA 2- Year Vet, (ft/sec) 1.90 1.52 r z w V) � r z O a z r U ro O z w o d U V) (� U o w � Q a a 0 0 Fa LEGEND EXISTING STORM DRAINAGE & STRUCTURE ............. ❑ PROPOSED STORM BRAME & STRUCTURE ......•••••• PROPOSED CURB & GUTTER ...................... DRAINAGE FLOW ................................... EXISTING GRADE ................................. _ _- - - ...,.;, PROPOSED GRADE ................................ , PROPOSED EASEMENT AREA ....................... _ PROPOSED SILT FENCE ........................... SF CONSTRUCTION ENTRANCE ........................ RIP RAP CHANNEL LINING ......................... ROCK FILLED CHECK DAM ......................... RlR� LIMITS OF CLEARING .........................�r,� r DRAINAGE DIVIDES .........................T •,,. INLET PROTECTION ......................... @`�� PERMANENT STABILIZATION: ALL DISTURBED AREAS NOT PAVED SHALL RECEIVE A MIN. 6 IN. TOPSOIL AND BE SEEDED AS FOLLOWS: 200 LBS TALL FESCUE PER AC. 12 LB. ANNUAL RYE PER AC. 1000 LBS. 10-20-20 FERTILIZER PER AC. 2 TONS AGRICULTURAL LIMESTONE PER AC 2 TONS STRAW MULCH PER AC. PERMANENT SEEDING WILL OCCUR AS THE FINAL PHASE OF CONSTRUCTION TEMPORARY STABILIZATION: SEEDING TO STABILIZE AREAS LEFT DENUDED FOR MORE THAN 7 DAYS, BUT NOT YET AT FINAL GRADE SHALL BE AS FOLLOWS: 60 LBS GERMAN MILLET PER AC. (MAY THROUGH SEPTEMBER) 60 LB. ANNUAL RYE PER AC. (OCTOBER THROUGH APRIL) 450 LBS. 10-20-20 FERTILIZER PER AC. 2 TONS AGRICULTURAL LIMESTONE PER AC 2 TONS STRAW MULCH PER AC. SEEDED AREAS TO BE WATERED AND CARED FOR AS NECESSARY TO PROVIDE GRASS EMERGENCE. EXISTING END WALL IN . 680.99- --- - -- - -- --- _ _- ___ --- --- ---- --- - EX. DIT H TO RE AIN. S=07% OI O O O O O O O O O O O O O O O co r- O O O O O O O O O O O O O O o O (n .- co (n N 00 N 00 (I N 00 (o CV 00 N 00 N 00 (Q N 00 (V 00 N 00 M 00 (01 M 00 to M 00 4 00 4 00 4 00 4 00 4 00 4 00 41 001 (0; 2+50 3+ 00 3+ 50 0+ 00 0+ 50 1 + 00 1 + 50 2+00 DITCH 1 2+50 3+00 3+50 4+00 4+50 LJ6= 38 w �6 �_ a. Cn V u. O -4-4 N N C1 N 2 O cc Q a) V1 •O o � N C H U) 7i C N C C (OM 0) Q J v N o oca a �c j to v (O at F- u. U •L • L � _ ) (15 -} • n IL W C Nz Lf� s O U U W W LTM O 0 +v N M L- cr_ O CL J `_ �W.. ¢ w U o Cf) (f) o g zo O c�. U r z z U ZM 0 - -- 1♦ ■11 ■ • ♦ r • • f •• I f • • CONSTRUCTION OF A SILT FENCE Z .� - N R 0 CK CHECK DAM STONE CONSTRUCTION ENTRANCE (WITH WIRE SUPPORT) �cnl.r-4c-4 0 CU S_ U) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. 0 (C Q C> 2 ACRES OR LESS OF DRAINAGE AREA: TRENCH PSLOPE ALONG THE LINE .v N 70' MIN. EXISTING a .� N A 3 PAVEMENT G U) 1 + 5:1 Q 0 ct N U) E MOUNTABLE BERM C) a Q U Ch 't FILTER CLOTH 6' MIN • A �—/ J UCli 3. (OPTIONAL) �� / LO V w- i r ER CLOTH I I ' ✓ t /� '�aU)�(TW Q OA7 SIDE ELEVATION (OPTIONAL) `(::).U) ao 1�1- lzr EXISTING GROUND U-)to (DOWNSTREAM VIEW) IIII _IIII3 0 70MIN. M fi a N u. T _ •� VDOT #1 BOWAACK 10' MIN. '--4 ,N L COARSE AGGREGATE NAL) J/ /� r 1 U ` o FLOW FLAW .7 3' 12' MIN.; Ih —N III III I „ PAVEMENT 4" z T —{ - 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE 4) VDOT #1 (IVE DRAINAGE 10' MIN. FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. ++ .� COURSE AGGREGATE B NT TRAPPTO INGEDEVICE r) a W 2-10 ACRES OF DRAINAGE AREA: I • MUST EXTEND FULL WIDTH OOPERATION PEINGRESS TIT SAND EGRESS PLAN VIEW _ g" 12' MIN. 3> 3" MIN. FILTER CLOTH Jill 3' MIN. �.•/ �� (OTI PONAL) �/ G%/ — � / Lam-/-,�•:,. 7"TCLAOTH / FLOW (DOWNSTREAM VIEW) SECTION A - A �- VDOT #1 6'-7' COARSE AGGREGATE EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FLOW FILTER FABRIC La REINFORCED CONCRETE DRAIN SPACE III I WIRE I /� CLASS I RIPRAP SECTION B - B SOURCE: VA. DSWC PLATE. 3.20-1 SOURCE: ADAMD from 1983 1laQdand Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1 SOURCE: Ada ted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 v/ Riffirlod 1f W Z W C.> J Q � Z _ Q U g Q z W U. a DETAIL 1 DETAIL 2 B DETAILEC-1 3 B s fi � s tr1N. s trN. • general backfill �w 0 M I-TS t A _ A A general backfill - (see note) i■ ...... . . . ... .... A A )f = (see note) = C I 3E w 0 s - -_ . 3S MN 35 - -- t = Z U 1eN. ss w: o. O.D. 8 L" _ — - . . 8' 8• 8' 8, -- - Y s _ _ - - a. ur> - s �.+. 5 NFL - --- - - = - - -= - - concrete = U 24' select backfill 24' select backfill � � �y B B (see note) (see note) !LL+•I= cast iron cleanout cap with brass 'T IL / plug must be 8' from the top of the Q Q 3H / screw type adjustable box (j O.D. 6' O.D.` ` 6' finished grade ���ll! O IE H 1/2 O.D. %'i' ' \ J t H I " log — square concrete skid pad 20'x 20'x 6' deep D 6' 6' GE07EXTLE S., - — CEOTEXTLE stone cast iron havcleing cap with brass U F� fl` FABRIC stone & A VALCO, Inc plug hav ng a countersunk square W M GEOTEXTLE T Fig. No. 71BOB head Panella Model PA4SV-CSK (41 7) FABRIC !. l' c�SRM n with lid marked SECTION A -A SECTION A -A SECTION A -A STANDARD CONCRETE ARCH vQV 'SEWER' Of LL I SDR 21 - cleanout pipe bottom section general backfill general backfill of box (see note) (see note) NOTES brick base - - - DR s i otb S 35 P y - _- - - 1 gg - - Su m 2 asketed - ' - -- - - - -- SDR 35 �.. - I adapter L T - - �` :bel da FOR LT6n.E Ll�E i<1'S ALLATTONS OME - - - P MU N90N S IS TO GOVERN THE PROTECTION IAN.3S :4;`O.D.fi'-Wsit _ _ _ w OUTSIDE THE CHANNEL WgTH tNJ. - - gasketed bell wye 0 .......... ........ iE 6• 6• 8 8' S YIN S fJN ;t.,?' w - . D' ' ask Led seen to - SDR 35 e 0 - ) 9 Q O ANY T sanitary ( ONOARY ROIDS - ON SEC INSTALLATION RE ERO SION OS10K CONTROL TOLE C S ° en T . beli 45 b d WhE:1E NO E T sewer main n1OWKL OR fNOSEC tON IS SI'E(7FIE ON PLANS, CONS Rl1CT!(k+ 15 N o SDR 21 * TO ff 1N AGCORONiCE WITH DETAIL 2 SHOWN ABOVE. 24'selectbackfill 24'selectbackilll �'.t I) 3. Of 0 CEOTEXTLE FABRC TO BE INSTALLED UNDER ALL EROSION CONTROL. STONE IN (see note) (see note) ACCORDANCE H1TH TFE SPECIFICATIONS, 4• S - p�tI� TER 'OF CIRGZR.AR CULVERT OR SPAN FOR BOX. ELLPTICAL OR JV1CH CULVERT. �,•r.;nor' ... .. � J H - DIAMETER OF CRCtAAR CULVERT Cot RKE/I+FIgiT FOR BOX,f tPTiCAi OR ARCH stone 6' 61 :;+:° r CULVERT. O.D. It7 5)"USE TYPICAL SECTION SHOWN ON PLANS OR FOR SCESLOPE,BOTTOM WIDTH AND DEPTH 1/2O.D. +' 6' stone bedding �j 7 W GEOTEXTF CHANNU , yATCH EXtSTMG DITCH OR NATURAL GROtl+O. W J fAaRiCLf CINOTE :If top of sewer main is greater than 15' deep, ? F- < �sIN DEPTH L then wye and bend to be heavy wall SDR35. � Q In M SECTION B-B EC-1 "0 concrete concrete CLASS I 2' J CLASS I 3' CONCRETE CRADLE CONCRETE ENCASEMENT z ~ z 0 O 204 STONE FOR EROSION CONTROL d U 245 VWNA DEPARTI,ENT Or TRANSPORTATION NOTE: To be compacted to 95% of ASTM D698 maximum density, c c c 303 414 114,01 c 0 TRENCH &BEDDING SEWER CLEANOUT Of Flgure 1 Figure 16 p Z z v zO RQ LLI CONSTRUCTION NOTES GENERAL 1. The contractor shall furnish all motcerials, 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. Unles.-s otherwise noted, sPecrfications for all work to be In accordance with applicable Standards and Construction Sppecifications 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 thiis work so as to avoid damage to any utilities. Any damage shall be the contractors respponsibilit�yy. The contract(or shall notify all utility companies 72 hours prior to construction. Call Miss Utility" 1-800-552-7001. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contracttor 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 thte Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 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. FREDERICK COUNTY SANITATION AUTHORITY 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcso-water.com . 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish alll labor and material. b The developer/contractor must: 1. make application and pay deposit 2. mark the tap location 6. The contractor shall tie-in a new sewrer line to an existing manhole by core drilling the manhole 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed;: a The meter box, with its frame arnd cover, must be properly aligned with the coppersetter. b The frame and cover shall be sett to final grade. c) The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. d) All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a) The location of the service lateral) is to be coordinated with the Authority?s Engineering Assistant. b An Application for Service must bie made and fees paid before work will begin. c The Authority shall furnish and install all 5/8", 3/4" and 1" water services. d) For all 1 %" and 2" services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 10. Any water service line must have a bmckflow prevention assembly (double check valve or RPZ, as required). The assembly must meet AME standard No. 1015 or 1013. 11. All fire lines shall have a fire service i meter assembly and a backflow prevention assembly (detector double check valve or RPZ, as requireed). The assembly shall meet ASSE standard No. 1048 or 1047. Radio read remotes are required. VIRGINIA DEPARTMENT OF TRANISPORTATION V1. All work on this project shall confoirm to the current editions of and latest revisions to the Virginia Department of Transportatioin (VOOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discireponcy or conflict between the Standards or Specifications and Regulations, the most stringent: shall govern V2. All construction shall compwith tfhe latest U.S. Department of Labor, Occupational Safety and , and Vlirginia Occupational Safety &Health (NOSH) Rules and Health Administration (OSHA Regulations. V3. When working within VDOT right-of-way, all traffic control, wheather permanent or temporary, shall be in accordance with the currrent edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control floggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. 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 responsibillity 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 contrractor shall be responsible for acquiring all necessary VDOT land use permits for any work withiin 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 VDO_1T 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. MOT 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 consttruction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properrties affected by this project shall be maintained through construction. The Developer shall hove, within the limits of the project, an employee certified by the Virginia Department of Conservattion and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion amd siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and whiere possible be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (ie.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered durimg the course of construction shall be immediately brought to the attentiom 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 urndercut areas shall be inspected and approved by a VDOT representative prior to pllacement and fill. Where CBR testing is required, a VDOT representative shalll 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 aplplicable VDOT standards and procedures. LOCAL UTILITIES Frederick County Sanitation Authority P.O. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre Alleghany Power 3463 Valley Pike Winchester, Virginia 22604 (540) 722-5852 P.O.C. Cindy Laing Verizon 404 Hillandale Lane Winchester, Virginia 22602 (540) 665-3156 P.O.C. Larry Willingham Adelphia Cable 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667-0364 P.O.C. Dave Cesfske Shenandoah Gas P. 0. Box 2400 Winchester, Virginia 22604 (540) 869-1111 P.O.C. Tim Hockman 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 VOOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty -sip (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT?s installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. - "Ye, JUNT&T I K 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. OC� O ,SHEET INDEX 1 COVER SHEET 2 OVERALL SITE LAYOUT J SITE DEVELOPMENT PLAN 4 GRADING & EROSION CONTROL PLAN 5 MISCELLANEOUS DETAILS Vim'ty M/�/a/�p Scale 1 a= 1000' , JULY 132005 REVISED SEPTEMBER 19, 2005 lbefw. cl1110fd ass0c1atesgi a division of Patton H arris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 Winchester, Virginia 22601 -}- T 540.667.2139 F 540.665.0493 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 meocirers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land diFturbing 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., roaa 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. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. OWNER'S CERTIFICATE I hereby certify that the property contained in this Site Plan is with free consent and in accordance with the desires of the undersigned owners, proprietors and trustees, if any. OWNER/DEVELOPER NORTHWEST REGIONAL ADULT DETENTION FACILITY 141 FORT COLLIER ROAD WINCHESTER, VA 22603 PH # 540-665-1615 aWd A. Mislowsky, bra 0 CPROFESSIONAL CATE NO. U v CIS S RED - ENGINEER - Date Date Date FIRE- LANE SPECIFICATIONS 1. Fire lanes shall be on all plans or drawings, if applicable. 2. Fire lanes are to be a minimum width of 18 feet. 3. Fire lanes shall be designated in either of the following ways: A. Double yellow, six (6) inch lines with approximately three (3) inches between lines shall be used to mark paved areas. B. Painting of curbing yellow. C. By painting of yellow hatch marks of six (6) inches in width with no more than ten(10) inches between hatches on the entire area being designated as a fire lane. 4. Signs shall be twelve (12) by eighteen (18) inches with a white background, with red two (2) inch block letters with the wording, "NO PARKING FIRE LANE Authority of Fire Chief". Any other color combination or wording needs to be approved by the Fire Chief. 5. Signs shall be posted on all corners of the fire lane, and then no further than fifty (50) feet apart along the remaining length of fire lane area. Signs shall be a minimum height of seven (7) feet to the bottom of the sign and a maximum height to the top of sign shall be nine (9) feet. Any other height needs to be approved by the Fire Chief. 6. Any existing markings which will be within the fire lane area after their establishment shall be removed so as not to create confusion. 7. The fire lane shall be maintained on a regular basis to insure these lanes can be easily recognized. Maintenance shall include repainting on lines or curbing, replacement of signs, etc., as deemed necessary by your maintenance personnel or the Fire Department. 8. After the establishment of the cited fire lanes, local law enforcement officers shall enforce these areas clear at all times. 9. Fire lanes elsewhere on site may be required as construction develops. Approved by Frederick County Zoning Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence Site Plan Valid for 2 Years From Date of F.C.S.A. Approval Sheet Number I of Date PROJECT SUMMARY TAX IDENTIFICATION NUMBER 54-A-94B EXISTING PARCEL AREA 20 ACRES DEVELOPED PARCEL AREA 1.5 ACRES ZONING M1 ADDRESS FORT COWER RD CURRENT USE CORRECTIONAL FACILITY PROPOSED USE CORRECTIONAL FACILITY DISTURBED AREA 0.9 ACRES SETBACKS RE UIRED PROVIDED FRONT 75' N/A SIDE 25' 173.8' REAR 25' 90.1' PARKING 5' N/A BUILDING HEIGHT 60' (MAX.) 32'(+/-) GROUND FLOOR AREA 21,775 SQ.FT. NUMBER OF STORIES 2 FAR ALLOWED 1 PROP. POD 3 FAR 0.04 POD 3 WAS ANTICIPATED WITH THE ORIGINAL SITE PLAN APPROVAL. ALLOWANCE FOR PARKING, UTILITIES, AND STORM WATER MANAGEMENT WERE ESTABLISHED WITH THAT APPROVAL. ORIGINAL SITE PLAN #42-89. SITE WORK NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE TO IMMEDIATELY REPAIR ANY ACTIVE UTILITIES DAMAGED DURING CONSTRUCTION. 2. APPROPRIATE FENCING AND/OR BARRICADES SHALL BE USED WHEN DEMOLITION OCCURS NEAR PEDESTRIAN WALKWAYS. 3. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE PLANS AND RECORDS, AND THEREFORE THEIR LOCATION MUST BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE OTHERS, THE EXTENCE OF WHICH IS PRESENTLY NOT KNOWN. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES AT HIS OWN INITIATIVE AND EXPENSE. 4. FINISH CONTOURS SHOWN ARE TO TOP OF TOPSOIL, TOP OF PAVEMENT, TOP OF GRAVEL, ETC. CONTRACTOR SHALL PROVIDE GRADE TO SUBGRADE ELEVATION REQUIRED. 5. PROVIDE POSITIVE DRAINAGE AT ALL GRADED AREAS. 6. PROVIDE UNIFORM (STRAIGHT) GRADE BETWEEN SPOT ELEVATIONS, FINISH CONTOURS, TOP OF INLETS, ETC. 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 ].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= 35'. MAX. SIGN AREA= 100 S.F. 10.NO OUTDOOR STORAGE PROPOSED. 11. FIRELANE MARKING SHALL BE PROVIDED AT ALL HIRE HYDRANT AND THE F.D.C. THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF THE FIRE MARSHALL. 12. BUILDINGS SHALL COMPLY NTH THE VRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION, 308 GROUP I (INSTITUTIONAL) OF THE INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS ICC/ANSI A117.1-98 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PERSON. NOTE: CAN USE 2003 IBC UNDER MODIFICATION WILL BE EFFECTIVE NOVEMBER 16, 2005 AS CODE, CAN CONTINUE TO DESIGN AND USE 2000 IBC UNTIL 11 /16/2006. 13, THIS BUILDING SHALL BE PROTECTED BY AFIRE SUPPRESSION SYSTEM IN ACCORDANCE TO SECTION 903.2.1.2 OF THE IBC. 14. PLEASE NOTE TABLE 602 TO DETERMINE IF FIRE RATING IS REQUIRED ON EXTERIOR WALL BASED ON THE CONSTRUCTION TYPE (SONE TYPES REQUIRE MIN. 30' FOR 0 RATING. NOTE THE REQUIREMENTS IN CHAPTER 17 OF BOCA FOR SPECIAL INSPECTION REQUIREMENTS ON THE TYPE OF STRUCTURE. (SOILS, CONCRETE ETC.) 15.ALL REQUIRED EGRESS FROM THE STRUCTURE SHALL BE HC ACCESSIBLE TO MIN, EXTERIOR LANDING. 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. LEGEND PROPOSED CURB & GUTTER • • • • • • .... • ...... -- PROPOSED CURB & REVERSE GUTTER . • .. ... • • • .. . • . TRANSITION BETWEEN REGULAR & REVERSE CURB . .... . .. .. .. PROPOSED STANDARD PAVED AREA (8° 218/2' SM 12.5A) . ...... . PROPOSED HEAVY DUTY PAVED AREA(B' 210/3- BM-25.0/1.5° SM-12.5A)- - ©©M® PROPOSED CONCRETE AREA . ... ........ . . . . . .. - } a ••"? ': �.;:: PROPOSED GRASS AREA . ... .. . ... .. .. . . .. . . PROPOSED EASEMENT AREA . .. ... ....... . . . ... . ZONING BOUNDARY . .......... ............. ZB UTILITY PEDESTALS . . ... .... . ... ..... . . . ... m m EXISTING STORM DRAINAGE & STRUCTURE . ... • . • • . • • . . PROPOSED STORM DRAINAGE & STRUCTURE • • • • . ... • ... • . PROPOSED WATER MAIN . ... . . . ..... ... . . .. . . .- EXISTING WATER MAIN . ..... . ... PROPOSED nRE HYDRANT . . . . . . . . . .. . .. .. . . . PROPOSED GATE VALVE & BOX .......... ' we EXISTING S% SEWER AND MANHOLE . ....... . ..... • ?--iS. s. t- - PROPOSED SAN. SEWER AND MANHOLE - - • - • - - • - • - • • - •• --iS.S.► �- f�---IS:St-- PROPOSED UNDERGROUND ELECTRIC SERVICE • ... • • • . • . • • E PROPOSED UNDERGROUND TELEPHONE SERVICE • • . • • .. • .. • . T PROPOSED GAS SERVICE . . . . ..... .... .. . .... • G `RG�Nlq Cn V v. ZU O' Q N V) to .pr L O M ¢ ; o CC s m o c J U N O L 0as � c N O .N .+ c W A- -f d r,- LO LO to ui U •L • L a) L _ f) fy O a� n. w w 0 F J Q 0 W w Z 0 C W=8 iEw 0 O Z J 0 w O a g LO 0 0 In N p Q N w w = N 0 N to O 0 z p Q � c.� U O Z V ZM 0 z c� aC W 2 0 0 LLL I I I £ `I I i co C I I I I I I C I I I I I i ° + �I I fl 00 I TRAV. #8001 ® I N=7119477.330 E=11583674.070 RIP RAP ELEV.=682.73 � l i 0 SS-MH TOP 685.8 C3 INV IN 680.9 INV IN 680.7 �8"),) 10 INV OUT 680.6 (/ 8" S I I C3 I I I I PIN 54 A-92B COUNTY OF CLARKE COUNTY OF FREDERICK CITY OF WINCHESTER DB 708 PG 101 20.000 ACRES ZONING: MI USE: CORRECTIONAL FACILITY DC BUILDING 0 RELOCATE EX ROOFDRAIN LINES. cn cn RECONNECT LEADERS AS REQUIRED. SET YARD INLETS FOR POSITIVE F.F.E. 686 DRAINAGE. ELECTRIC, TELEPHONE TOR S REATE (MAIN) AND WATER SERVICE INV.=682.85 TO BE PROVIDED FROM EXISTING STRUCTURE CO CO � I Lil I I I - - - - - - -I i RATE (68 . RECONNECT EX. LINES AS INV.=682.7. NECESSARY I C RRIDOR - ---r----------------- - - - - -- i 1 I ROOF DRAIN V.=682.48 I I G ATE 9) IN=683.0 J 2.48 I CO\_ \ \ \ � c \ \ F \ m c OUTDOOR \ RECREATION \ \ 9 .301 POD 3 I W F.F. AREA=21,775 SF I I F.F.E. = 686.51 I I ' 1 ' PROVIDE NEW WYE FOR TO REMAJIN CO REVISED CONNECTION GRATE (685.79) IN=681.7 INV.=682.75 F. . �\�\ RELOCATE EX ROOFDRAIN LINES. OUTDOOR / w RECONNECT LEADERS AS REQUIRED. RECREATION / SET YARD INLETS FOR POSITIVE / DRAINAGE. / 8 - 2" 4" INS/ BUILDING FOR EC. EA n (T ) A H / j' AN R / _, � INV=682.20 PLANTER Q '`' PROVIDE 125-150 P Ew 1 HORIZONTAL CHECK D + VALVE EX. U/G ELEC. PROVIDE 1.5 CY / (APPROX. LOCATION) ° 00 � 0 CL-Al RI RAP � � WV �` \ U/G GAS MAIN b Q (APPROX. LOCATION) TJ vA 6 -13 STUB / I PLANTER 8458 PLANTER PLANTERSDR-35 1.0% = 84.12 1-6" PLUG NV.=678.0 V.=678. CONNECT TO ° CONC. RI B SAN. M=684.12 MH 20' SEWER EASEMENT SS-MH INV.=678.52 --�- --- 's, — — —_ 18' x 27" RCP — '--_.._mac' G �- \ 19 J w� + ,RIP RAP �.� �, \ �•' — — _ ��� — — -- — — J �.�,.e— — — — �� /� -7 CONC. CURB & GUTTER /m p W RDADWAY — — — -- + �� B.R.L. ° fIRTKI#5 y E E E E E E E E- E E ° E E E- E „� r. ELK. Ry�. EX. GAS SERVICE TAP • ___.__ (APPROX. LOCATM) (APPROX. LOCATION) . , -7 n 04 n 1 ., ->» r N 3R°19'Q7" F 9(1R BUILDING AND UTILITY LAYOUT mint 685 00 N = T S, CV Z co II ¢o II ? V' o W O Z 0+00 0+50 1 +00 SANITARY SEWER PROFILE z m TOP=680.93 NV.=678.93 PROP GRADE EXISTING GROUND I I � I m 116 1. 0 p4 SDR-21 V) z ^ 0 X w `J o N N "t U w pp coc p L U N00 to Qo I I U ccoo :z: II Z Z o _ EXISTING MULTI -STORY BRICK BUILDING IPOD 3 F.F. 686.51 UNDR GRIND TOP=682.65 FUEL TANK ® MV.=680.65 ° fl D 0 cn In :.7 ITaTo EX - G ON�,STORY BRICK SHED FFE=68 .80 ' I S MANHOLE I I /f21 = 682.15 NV. IN 680.42 INV. IN �6::� 6 680.42 cc V. OUT= 580.22 nn-7 A A' TRAY. 002 E=11 ELEV.= 089.350 89.23 PROPOSED 6' BERM & LANDSCAPE SCREEN NOTE: LANDSCAPE SCREEN TO CONSIST OF 10' WIDE LANDSCAPED AREA WITH AT LEAST 3 TREES PER 10 LINEAR FEET BEING AT LEAST 4 FEET IN HEIGHT AT PLANTING (TO REACH A MIN. HEIGHT OF 6 FEET AT MATURITY). TREES MUST INCLUDE A MINIUM OF THREE SPECIES WITH AT LEAST 67% EVERGREEN AND 33% DECIDUOUS TREES. BUFFER SECTION A -A NOT TO SCALE CATEGORY "C" ZONING BUFFER WITH LANDSCAPE SCREENING EASTERN RED CEDAR OR 10' 10' 10' 10 L&W'o mrss _ 2, 3, 3' 2' 3 2 2, 3' 2' 3' 3, 2' 3' 2' 2 3 RED AlAPLE OR LITTLE LEAF LINDEN MAU4& A ` � AIW � (2. 0" CALIPER) ` NOT TO XU i GRAPHIC SCALE 30, 75' 0' 30' 60' I INCH = 30 ft. HORIZ. I INCH = 3 ft. VERTICAL LENGTH OF SCREEN 300 F/ TREES REWIRED, 3/10 FT= 3Q 1/3 DECIDUOVS = LQ 2/3 EVERGREEN = ZQ PROVIDE.- jQ LEnAND CYPRESS LQ EASTERN RED CEDER 5 RED MAPLE 2.0 " CALIPER ,2 LITTLE LEAF LINDEN 2.0" CALIPER � 1 � 1 \ I PIN 54-A-36A FORT COLLIER GROUP, L.C. DB 768 PG 73 ZONING: MI USE: VACANT I ! EX. LIGHT POLE (TYP.) I NO EXISTING TREES TO BE REMOVED. RELOCATE BUFFER SECTION AS NECESSARY. 1 00i �.y, I � I N I PIN 54-A-91 ARCADIIA MOBILE PARK, ZINC. DB 350 PG 481 ONING: MH-1 U IE: RESIDENTIAL II \ I� to �0 y WWI V W. ZO fl.� o N:t a) z , Q ar ¢ o o C3 N � - E 0 >- m 0-0 =6 .5) 0) co w U c� a c: ca ce) rn LL- W 0 cl J U> N O Va r `nm Q o w w c UE (o (ow o 0 cn o �'`� N c L>J �_ v) >Lo Lo_ >_ uJ Q ¢��� !- LL p ¢ U •L 0 • L N � L N Z t4 C v� o + •V" ILw LEGEND PROPOSED CURB & GUTTER . ........................ PROPOSED CONCRETE AREA .......................... PROPOSED GRASS AREA ........................... PROPOSED EASEMENT AREA ........................... ZONING BOUNDARY .... • ...... • .................... IB UTILITY PEDESTALS ................................ m m EXISTING STORM DRAINAGE & STRUCTURE . • . • .. • • • • . • • • • • . - PROPOSED STORM DRAINAGE & STRUCTURE • • • • • • • • • . • • • .. • • - 13 PROPOSED WATER MAIN ............................. - --t 33'I- EXISTING WATER MAIN ............................. _ _ - PROPOSED FIRE HYDRANT ....... ..... PROPOSED GATE VALVE & BOX ---►h --i w i EXISTING SAN. SEWER AND MANHOLE . ................... PROPOSED SAN. SEWER AND MANHOLE . .................... .. tS.S: PROPOSED UNDERGROUND ELECTRIC SERVICE • • .... • • • • . • • • • - -E- PROPOSED UNDERGROUND TELEPHONE SERVICE • • • • • • . • • • • . • • . - T PROPOSED GAS SERVICE . ........................... —G- I O Q Z W LL. � Zg 0 CL Y U W W W 0 J U W 0 O 0 a Lo O O ul Q N O O �If � J M > W c cn U) H I- Z Q I- OU U .0 Q O LL_ r Lij Y Z M 2Z W _ r- M z C C 0C I / O ( i 1 P 685.8 8' 9 INV IN 6 . 0 ,' \ `� �� / INV IN 6 0.7 �10') < INV OUT80.6 I � 1 I I � I ` I I ` I I � I I I 1 1\ PIN 54-A-92B COUNTY OF CLARKE COUNTY OF FREDERICK CITY OF WINCHESTER DB 708 PG 101 20.000 ACRES ZONING: MI USE: CORRECTIONAL FACILITY EXISTING MULTI -STORY BRICK BUILDING 3 r T V.#8401 i UNDR GRND i FUEL TANK \=115836 0 0 ` twNv=68o65 tLEV.=682.73 / n -----� , TOP=6M,93 I iV.=678.93 3 -- J 6,9 PLANTER8<, ? - J INN: 67§_ 6e g 18" ac "27' RCP V4,_ CONC. CURB & GUTTER M 0 U) I% t\ rr DI #2 rov? REGRADE DITCH TO MATCH GRADE 1 SHOWN ON PROFILE BELOW. \ SEE SECTION THIS SHEET. \ , 68S l S l c0 00 .�4Q i 6 ca It, F.E. 686.4 \ \ \ \ TO REMAIN GRATE (685.71) I 686 50 6es \ INV.=682.85 I 6a6.25 I MM ATE (685.16) t rI I ��s ' V.=682.75_--" � P 0 D 3 I C RRIDPR i ! '686.25 I F.F. AREA=21,775 SF -7- T---------------------- I - � -, �,_� � F.F.E. = 6$6.51 GRATE ('685.59) % ' / / 3 ► �" / V.=682.48 J 686.25 TO REMAIN 686.50 686. F 87 \ 8;t?, -- 685.4 \ 5 685.75 68,6.00 OUTDOOR RECREATION GRATE (685,79) INV.=682.75 F... OUTDOOR s \ RECREATL&f S / / i C R65.7 -� C /� r h: 685.75 6§5'75vm 6854 85.40 J ' j PLANTER i �FRI WC / `` � � � '• s� C,1 y EX. U/,G EA. z p jNV=682.20 (APPXOX. LT) ATION) - PROVIDE C�25- 0 P n g I (r -'� HORIZON T"A C}'iE r �� BITCHJiTO R MAIN �a "'� 1 VALVE-' wv �A5D I /'� PWOVID % � kAPPROX. LOCATIO�)I' ! ,/ f'-13 STUB �° JCL-- PLANTER PLANTER '�SDR-35 L' - / �' (`-� / ;' I --- 685 ----- _-' 1- 5 P-L--FIG \ CID tt trZ co I �(I , \ I -- RIM=684.12 SA SEWER EASE T-S-MH -� / : *I TCSI2Y INV-678.52 _ r r'-------I _----------------- 683-------- ------------ - ,i/BRIG D a \ _ I �- - T FFE=88 .8-11 IP ------------ - -- '- i / G + '- �� "-- _-" ------ 682 � ; I ---------------- -- / S AAN1-i3OLE ----- - 42 --- J ---- ---- �_ ''-INV. ,Tt�l 6" -680 4.2' ; m _ -=� J ------ I YP OUT---" 68(;�22 GRAPHIC SCALE 30' 15' 0' 30' 60' 1 INCH = 30 ft. HORIZ. � -- - - - - 1p j .- 0 to (.0 - - - ! PR POSED DITCH 2 CEN RLING GRADE. S=0 49,, i I O O M ----- O� �-- �- I- N O O O O O O O N t\ O O O O O C?O O It It �t 't U-) 1 to 0 U (61 t0 t6 W cD 00 00 00 00 co co 00 00 00 001 00 00 00 00 00 00l c0 C0 CUI cp O c0 Cp c0 c0 O c0 c0 cD c0 O! 0+00 0+50 1 + 00 1 + 50 2+ 00 DITCH 2 .. _ ... ._...._.._ _o�t� 685 d OVANN£L LINING, L STANDARD DITCH SEC770N Pod 3 0+00 0+50 1 + 00 1 + 50 2+ 00 DITCH 2 .. _ ... ._...._.._ _o�t� 685 d OVANN£L LINING, L STANDARD DITCH SEC770N Pod 3 Ditch Detail Summary N) REEMAIN PROPOSED Ditch 1 2 Road or Lot Pod 3 Pod 3 Begin Sta 0+00 0+00 End Sta 4+50 3+75 Side east west Length(ft) 450 375 Channel Slope('.) 0.7% 0.6% Ditch Type V V d = Depth 2yr + 0.5(ft) 1.6 0.9 D=Mimimun ditch depth (f t) 1.7 1.2 Lining Type GRASS GRASS W = Mimimum lining width (f t) 10 9 Anchors per sq yd NA NA 2_ Year Vel, (ft/sec) 1.90 1,52 z W N � r Z O o M ZO U m O z W W o c� Uj fff�ir d V) a C o W � d a LEGEND EXISTING STORM DRAINAGE & STRUCTURE ............. O PROPOSED STORM DRAINAGE & STRUCTURE ......•••••• PROPOSED CURB & GUTTER ....................... DRAINAGE FLOW .................................. . EXISTING GRADE ................................. - PROPOSED GRADE ................................ PROPOSED EASEMENT AREA ....................... - - PROPOSED SILT FENCE ........................... SF CONSTRUCTION ENTRANCE ........................ 0 RIP RAP CHANNEL LINING ......................... ROCK FILLED CHECK DAM ......................... , NIT LIMITS OF CLEARING DRAINAGE DIVIDES INLET PROTECTION @_ �► PERMANENT STABILIZATION: ALL DISTURBED AREAS NOT PAVED SHALL RECEIVE A MIN. 6 IN. TOPSOIL AND BE SEEDED AS FOLLOWS: 200 LBS TALL FESCUE PER AC. 12 LB. ANNUAL RYE PER AC. 1000 LBS. 10-20-20 FERTILIZER PER AC. 2 TONS AGRICULTURAL LIMESTONE PER AC 2 TONS STRAW MULCH PER AC. PERMANENT SEEDING WILL OCCUR AS THE FINAL PHASE OF CONSTRUCTION TEMPORARY STABILIZATION: SEEDING TO STABILIZE AREAS LEFT DENUDED FOR MORE THAN 7 DAYS, BUT NOT YET AT FINAL GRADE SHALL BE AS FOLLOWS: 60 LBS GERMAN MILLET PER AC. (MAY THROUGH SEPTEMBER) 60 LB. ANNUAL RYE PER AC. (OCTOBER THROUGH APRIL) 450 LBS. 10-20-20 FERTILIZER PER AC. 2 TONS AGRICULTURAL LIMESTONE PER AC 2 TONS STRAW MULCH PER AC. SEEDED AREAS TO BE WATERED AND CARED FOR AS NECESSARY TO PROVIDE GRASS EMERGENCE. --- EXISTING END WALL IN . 680.99 _ _- - - --- ----- -- - --- --- -- - ----- - -w _ _ -- --- ,--------- - - ---- - - EX. DITCH TO REMAIN. S=07% O O N 00 O O N 00 O O N 00 O O N 00 O O N 00 O O N 00 O O N 00 O O N 00 00 N 00 O O 6 00 O' O h7 00 O O Nj 00 I O O It 00 O O It 00 O O It 00 O O It 00 O O It 00 to •- ­t W 00 �; "t 00� c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 tD c0 c0 c0 c0 C0 c0i 2+50 3+00 3+50 0+00 0+50 1 +00 1 +50 2+00 DITCH 1 2+50 3+00 3+50 4+00 4+50 0LLI jb oww00 Z Cr. O U U w W LO 0 0 + N M m w >A a- J r-- W W W Q (n o En Cn o� Z O 0 O 0 z 3 Y ZM R W ••�•��•� ■ i • r 54 . •i • • r ' r • • • CONSTRUCTION OF A SILT FENCE 1 Z .� a N R 0 CK CHECK DAM STONE CONSTRUCTION ENTRANCE (WITH WIRE SUPPORT) � 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. •+ 2 ACRES OR LESS OF DRAINAGE AREA: TRENCH UPSLOPE ALONG THE LINE Q a) ((00 70' MIN, EXISTING OF POSTS. V� •() Q L N 1 3 PAVEMENT Ali \ 5:1 ` Q O ((� >, - CD CO E g" w t- N a _� CO rn FILTER CLOTH g" MIN. A MOUNTABLE BERM d Q 0 0 > r- (OPTIONAL) Q' -� V N O 3' � � ti Lo / w CJ N FIL ER CLO SIDE ELEVATION i f > > w ''� O0_� L (OPTIONAL) EXISTING GROUND O-� (/) W (DOWNSTREAM VIEW) 70' MIN. ( II -J/� �� I II t- LL T � / / VDOT #1 B WASHRACK 10' MIN. �J - J � p�"� U1 (n COARSE AGGREGATE (OPTIONAL)_ - / U 'i p 0 FLOW ?7 3' 12MIN. 1, ' MIN. FLOW III I III I "' i� LC ' I EXISTING h� = (n PAVEMENT 4" Z' C (n 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFIIL AND COMPACT THE 0') VDOT U1 I r� TO SEDIMENT 10' MIN. FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL TIC .� 2-10 ACRES OF DRAINAGE AREA: COURSE AGGREGATE B i r-�+ TRAPPING DEVICE . d w • MUST EXTEND FULL WIDTH `� OF NNS AND EGRESS PLAN VIEW J 3" MIN. FILTER II � R CLOTH 3 MIN. (OPTIONAL) - / (DOWNSTREAM VIEW) FILTER CLOTH SECTION A - A � FLOW /� VDOT 1 6 -7" III 1, l 1 l C COARSE AGGREGATE r.- >_- MCC EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FLOW Z. Y: .�' r '• '• `` -• I 3' FILTER FABRIC a REINFORCED CONCRETE DRAIN SPACE III ( r, WIRE CLASS I RIPRAP SECTION B - B - C� V A. DSWC PLATE. 3.20-1 SOURCE: ADAPTED from a*n 1983 Md Standards for Sail erosion and Sediment_ Control, and Va. DSWC Plate 3.02-1 SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PIATE. 3,05-1 0SOURCE: IffIrood 7ant rr.Z�i W L4 F- F- J Q � Z _ O U g Q Z W U. a EC-1 DETAIL 1 DETAIL 2 DETAIL 3 B B db S Wk 5 YN. $ YN - A A general backfill general backfill A A A - - (see note) ........................... note if - - - (see ) _ _ - r— - O w - 5 - - - - s - S i M!L 35 - upN s - w - - U i _- Z t . -- 8 L- - - _....... 8' 8' 8' 8' - - 411N- _ - _ s - - 5 ARL -- - concrete 24' select backfill 24' select backfill B 311, B (see note) (see note) R cast iron cleanout cap with brass Uj plug must he 8' from the top of the Q W 9N f/ screw type adjustable box W O.D. O D V ` 6' finished grade O H H + 1/2 O.D. ! H 1! ! square concrete skid pad J + - 1 20'x 20'x 6' deep g" GEOTEXTLE stone cast iron cleanout cap with brass ~ F ABFItCXTLE stone VALCO, Inc plug having a countersunk square LLJ U Q r GEDTEXTLE 0' FABW Fig. No. 71BOB head Panella Model PA4SV-CSK (41 t F� L��� with lid marked SECTION A -A SECTION A -A SECTION A -A STANDARD CONCRETE ARCH VQv 'sR a i I SDR 21 - cleanout pipe bottom section general backfill general backfill of box (see note) (see note) brick base NOTES: "".................... - - - SDR 35 spigot by _- - g _ - t k _ DR 2 as eted S 9 - - -- SDR ' I ter '�` bell adapter t - P T FOR LTlPLE - tl�E tN5 ALLA - - - w MN TIOxS DIMENSION S IS TO COVERH THE PROTECTION OUTSIDE THE CHARNEL MIRTH trN. s LAN Sur+ 6• - = s• s — -__ = s' O gasketed bell wye .: h'•; O w k ted n to 'µ ' SD R 35 as e - see o 9 Q O - sanitary 2. - - - - �Y ANY O r 'r' NOARY ROADS T - - d1 SEC IDS ftS ALLA 10N REQIMaVG ER - OSgN OHTROL TOnE 1 C S - - •:'t' = '"' ' .:' bell bend f.n r n Ma•FJtE N E T sewer mat o t�owALL oR ENDSEc tOH is SPECb"IED aN PtAN$, COI+STRticrloN t5 N T IN T SDR 21 0 BE ACCORDANCE WITH DETAIL 2 SHOWN ABOVE. 24'selectba�li 24'selectbackfill 11 3. GEOT'EXtLE FABRIC TO BE INSTALLED UNDER ALL EROSION CONTROL STONE N (see note) (See note) �� O ACORDANWTH TIE SPECFICATIDNS• CCE 4. S - DI TER CIRCULAR CULVERT OR SPNN FOR BOX.ELLP AL OR ARCH CULVERT, stone '..'. .' ... ..• i ...~ ..... .. W J ANf,t� Qi' q' H - DI TER OF CIRCULAR CULVERT OR RISE/HEI(;HT FOR BOX,ELLPTICAL OR ARCH 6' .'f 6' CULVERT. O.D. {[� S ItSE rYRCA! SECTION VX MN ON PLANS OR FOR SOESLOPE, BOTTOM MOTH AND DEPTH 6'stonebedding ryJLi (£OTEXILE Or CHANNEL., 1/ATCH EXtSTNG DITCH OR NATURAL GROkM. 1/2 O.D. i _ L11 J fABRtC �` 4 NOTE :If top of sewer main is greater than 15' deep, ? Q U = rAN DEPTH I_ 6. 6• then wye and bend to be heavy wall SDR35. 'SECTION B-8 EC-1 -0- concrete concrete CLASS I 2' J CLASS i a CONCRETE CRADLE CONCRETE ENCASEMENT Z O STONE FOR EROSION CONTROL U 245 VIRGINIA DEPARTMENT OF TRANSPORTATION NOTE: To be compacted to 95% of ASTM D698 maximum density. c 4i 114,01 •C O TRENCH &BEDDING SEWER CLEANOUT '3 � f Figure 1 Figure 16 Q O z Z Y Z 0 a� W W 18 0 0 LL- V-