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HomeMy WebLinkAbout61-04 CFFW Reg. Deten. Center - Work Release Facility - Stonewall - Backfile (2)... ,. .,. r.,. ,:.... ,.• .. ,.: r:, :�•: inn .r :r/" .... r .. .... .h.. ... f.11 ..: /. :.. :: .. .' - .,:., , ./:,. .- _nr.. r,,. ':F n/• /. .f:l. :r/- ./rl l,Y / + 5 i z .. :. .. .. , .: _•. ./ .., r.,...nr .J _.. .. u.,r > „r, .r J... , .... rr :: r_..0 � �r t'. /.,..- ✓' n.. i •i- ;C d J v '.r f 4vi:"rr 9 i h i J r G � i /N✓u; i`/i 5. g i / r rr..ii yfi. r �s r / i S :;:� N/:. � / i- y '� s G ' G r / r nr.r r . srr .N.Yii.>, % /i:- tries• _, / J, .. .. ./e,rir. /ea „r ..r .vc / ,.o •raver- ;.ri ' iii.,.: ..�-. rim. ,/' ,fir i .NY •r/ /Ncr.: <' . •rN-u.iie./ia r •ii l' r. .,,r Gi. rvr ,n• N: rii � iuy r. G, ,/i � „/ r.J a,/. � j r � r r r -r r •r -ear:� : s rrlj s 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 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 contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utility" 1-800-552-7001. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered 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. 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.fcsa-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 all labor and material. b) The developer/contractor must: 1. make application and pay deposit 2. mark the tap location 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the developer's/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 h" and 2" services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault 'assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have a fire service meter assembly and a bockflow 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 govern V2. All construction shall comp) with the latest U.S. Department of Labar, Occupational Safety and Health Administration (OSHA, and Virginia Occupational Safety & Heallth (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 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 VOOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work, V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. VI 1. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtaines is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. IT131 C, I M 1 N CL Wi 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 Hiilandale 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 V15. VOOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right- of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six- (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT?s installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. 'FrNr Tm Arc 1 OT ti 41. 'Ll. Vicinity Map Scale 1 "= 1000' REVISED DECEMBER 8, 2004 filbert w,,. clifford associates � a division of Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 Winchester, Virginia 22601 T 540.667.2139 F 540.665.0493 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 COVER SHEET 2 `7TE DEVELOPMENT PLAN ,3 GRADING & EROSION & SED/MENT CONTROL PLAN 4 SITE LIGHTING & LANDSCAPING PLAN 5 UTILITY DETAILS AND PROFILES 6 MISCELLANEOUS DETAILS EROSION CONTROL 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to 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 meosurers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. 3. Prior to release of building permits, the following items shall be completed: 'a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified as -built of thr subdivision which contains the following items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwoter 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. 10 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. .., CLARKE-FREDERICK-WINCH ESTER REGIONAL ADULT DETENTION CENTER 141 FORT COLLIER ROAD WINCHESTER, VA 22603 PH # 540-665-1615 ASS H OP 0 ald A. Mislowsk O CERTIFICATE NO I z116 y REGISTERED PROFESSIONAL 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 PARKIING 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_k}c-Frederick County Zoning Administrator 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 RIM=680.19 INV.=675.34 RIM=681.37,1; : ,AV.=674.670` (° nA L� �9 C` f3 RIM=680., -: INf.=673.! 50.0' ACCESS EASEMENT FOR CONTINUATION SEE SHEET 4 I PIN 54-A-36A FORT COLLIER GROUP, L.C. DB 768 PG 73 ZONING: MI USE: VACANT PROPOSED SUM SECTION N.T.S. SEE SCHEMATIC, SHT 5. GAS SERVICE 1.5' SM12.5A 3' BM25.0 -8' VDOT 21B r- WELL COMPACTED SUBGRADE 21B *MPACTED SUBGRADE HEAVY PAVEMENT SECTION STANDARD PAVEMENT SECTION Not to Scale Not to Scale TF N= E= EL v 202.66' TO PROPERTY LINE'-""� LINE rim �o r- z ri GRAPH/CSCALE 30 15 0 30 60 ( /N FEET ) 1 inch = 30 ft. PROJECT SUMMARY TAX IDENTIFICATION NUMBER 54-A-36AEXISTING PARCEL AREA 11.78 ACRES PARCEL AREA 3.9 ACRES M1 FORT COLLIER RDCURRENT USE VACANT USE WORK RELEASE FACILITY DISTURBED AREA 5.2 ACRES' SETBACKS REQUIRED PROVIDED L, ,-, �. w o nZDEVELOPED 0 p X � OZONING �ADDRESS Oa:PROPOSED a C41 0 0 0 FRONT 75' 409.74' __ ---- ' , o w ---- H SIDE 25' 25.00' CD ONO N � � � O Q � p REAR 25' 202.66' PARKING 5' 22.86' C!� v BUILDING HEIGHT 35' (MAX.) 32'(+/-) ZO Q o N -N GROUND FLOOR AREA 40,509 SQ.FT. In , NUMBER OF STORIES 1 _j I- U) FAR ALLOWED 1 Q � �� w O Q m FAR PROVIDED 0.079 Cf) � � � C� -� a N MINIMUM LANDSCAPED AREA 2.95 AC. (25%) ¢ o 0 o Z CA O o a M LANDSCAPED AREA PROVIDED 9.28 AC. (78.8%) C) O Ct w W _ w U U = w w U w it o -pM" M � PARKING REQUIREPROVIDED cU ' 0 _ ry a NO. OF BEDS 204 bi w � of STANDARD SPACES (1/4 BEDS) 51 88 ° w w � w w o 06 e L `- c`n i` `n Zo HANDICAP SPACES 3 4 °- °- f1 p �"� �-' W 6 LOADING SPACES 1 2 } o 0 o O> 3 r c_ ,d LO LO TOTAL SPACES PROVIDED 0 94 > > > C�H H LL ow w PARKING LANDSCAPING w vi PAVEMENT AREA 41,509 S.F. _ L 0 PAVEMENT TREES REQUIRED 20.8 0 1/2000 SQ. > PAVEMENT TREES PROVIDED 21 _ INTERIOR TREES REQUIRED 9.3 INTERIOR TREES PROVIDED 10 `' `'' "' '- z -� TOTAL TREES REQUIRED 30.8 O TOTAL TREES PROVIDED 31 'n01 +-• .� PARKING LOT LANDSCAPING REQ'D. 2075 SQ, FT. 0 57o PARKING LOT LANDSCAPING PROVIDED 10,245 SQ.FT.(+/-) @ 25% a w 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 Z 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 Z PROP. LINES, MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 150 S.F. 10. NO OUTDOOR STORAGE PROPOSED. W 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, 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. 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 N FOR SPECIAL INSPECTION REQUIREMENTS ON THE TYPE OF STRUCTURE. (SOILS, CONCRETE ETC.) 15.ALL REQUIRED EGRESS FROM THE STRUCTURE SHALL BE HC ACCESSIBLE TO J MIN. EXTERIOR LANDING. H H FIRE LANES REQUIREMENTS: Fire Lone 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 M,ith the 5re Llorsholi to ensure these requirements are satisfied. LEGEND PROPOSED CURB & GUTTER -- PROPOSED CURB & REVERSE GUTTER TRANSITION BETWEEN REGULAR & REVERSE CURB ---------------------- PROPOSED STANDARD PAVED AREA (8- 21B/2' SM 12.5A)--------------- PROPOSED HEAVY DUTY PAVED AREA(8. 216/3• BM-25.0/1.5° SM-12.5A)- - PROPOSED CONCRETE AREA ---------------------------------------- - a•:'�'' s PROPOSED GRASS AREA ---------------------------------------- PROPOSED EASEMENT AREA ---------------------------------------- - - ZONING BOUNDARY ----------------------------------------------- ZB UTILITY PEDESTALS ----------------------------------------------- EXISTING STORM DRAINAGE & STRUCTURE --------------------------- PROPOSED STORM DRAINAGE & STRUCTURE --------------------------- PROPOSED WATER MAIN ------------------------------------------- EXISTING WATER MAIN --------------------------------------------- PROPOSED FIRE HYDRW------------------------------------------- t PROPOSED GATE VALVE & BOX-------------------------------------- 04-- EXISTING SAN. SEWER AND MANHOLE -----------------------------_ PROPOSED SAN. SEWER AND MANHOLE ------------------------------ rz� .�- PROPOSED UNDERGROUND ELECTRIC SERVICE ------------------------ E PROPOSED UNDERGROUND TELEPHONE SERVICE ------------------------ T PROPOSED GAS SERVICE ------------------------------------------ G H U w O w IL n n n L n 14' O O N O W II W r w ~ w Q V) v p U) n 0� N w U) L o cn z O .O Q � U U n z z �1 z U w tfy _3CV C, U Li v- 1 f f 683.32- GRADE GUTTER TO PROVIDE ?' s DRAINAGE AS SHOWN ' , _ - n 40 f 684.17 " - 4 _ _ _ _ _ _ __ _ _ _ - ` ^ __ __ .. _._ • ..+.c.»--z.-x-.c� _.. a,.can.. _ .ai s= c" -- .. ..� -. `� �. L-.�}5����^d - _ -" � J. _ .-_ .s.ev;,:d. _ _ _ LOC - - , 684.60 l < _ ANT 3 3va �r CE ,__I.., fir, � - .. ".`grk'•" r'�...�m��ffi a&��w.a..,.tac.�.�?� w.;a4;z�+,..eE•arvu�.t'.,.� i �-r3`7i+a.. ;_ ' _ � $� :�,� .,... �� +�;�:; ; �� 685 -n 683.00 ti 683. ' 83.( 682.75 683.15 r 683.00 LOC 682.65 683.13 682.70 ' N 0 682.55 Sa165 / h C) 0 682.15 6 2.2 680.30 CLASS Al RIP L=8', W=10' ------CLASS Al RIP RAP L=8', W=10' 680.85 CLASS Al RIP RAP L=8', W=10' LOC i • • Cr V u' Z C-) CL +j o (n U N 0 1 - O V) w o w Cn � U U)z : CO � C)co Q a� a Q p Lw C U a N V � Z CA O 0 C ca C)c) ct N C N -o 16 U LL J a_6) � co CD Q C7 U> N Q z Q z� CVVV J U 4— L c� o cn rn s` W C) w w r �1 > c w c in Lr) � D- f H U. n Q N C i Q 1. • L N _ r) (n O Q tjo CL ' SEDIMENT FILTER. ,- (TO BE REMOVED AND POND/SEDIMENT REPLACED WITH DEBRIS CAGE _ 64 WHEN SITE IS STABLIZED) BASIN #1 �`� 679 - CLASS Al RIP RAP 90 S.Y. - -s80 9j Permanent StabMntkxv All dsttrbed areas not paved shalt receive a mh 6 In. topsoil and be seeded as fottowsi 200 tbs Tall Fescue per aG 12 lb. Annual Rye per aG 1000 lbs. 10-20-20 Fertilizer per aG 2 torts agricultural limestone per 662 2 tons straw mulch per aG f` Permanent seeding will occur as the finat phase of construction Temporary Stabldatbn+ Seeding to stabilize areas left denuded for more than 7 days, but not ..,, final ` 60 tbs German Millet aG September) - ' �r - • _ .. -- - . .. • ' � ,\ �,,; "' - 60tlb.tAnrxaat g per ac. (October l t 683 grade shall be fd ' Pam" Y t • La an SF17 .'+1 h ert�Zer per aG Rye 450 lbs. 10-20-�0 LflC r ac �.. 684 n sto Abe watered J d and cared for as necessary t provide grass emergence e 2 tons Seeded are ar o y _ _ PAP 6,90 n�oc __...____._._.....__.__.. RFCD a4,� x_ 0 2 ;,fib Sf' -xx M-'Sr"'~ d 4'' PVC DRAINS: a•c• k , 'hh SF' ,!`S_ DAYLIGHT BOTH ENDS _ / sF----NSF--—SF (TYP OF 2) ., sF F-_._'--SF----' _ 81 G�AOH/CSCALE __.- .___ ,..,.w ,_."� .... _..�: ._.:, .. :.:;.,, .�::; sa�.:.' �_., ..rea .,.,. , a''�::s`• � ' ;� >..:z `_'' fi wra " rOAr/.c s� d asdS �',P$ 'r�.:'m' s�s:,� ...... .... ,,._ �x .k t >t..... "a"; 30 15 0 30 60 nn S <<� 5' '? 2'4 7' 2 0,i 7. , /N FEET ____ __ _________ __.__.__.__._ _�._ ------ 1 inch - 30 ft. 680.30 STORAGE-� _ - . 12" MIN. 4° PVC 618.38 DEBRIS CAG 4 x4' GRAVEL OUTLET PROTECTION-11 POND OW FALL IYPM SEM N. T.S. LEGEND EXISTING STORM DRANAGE & STRUCTURE ------------- ❑ PROPOSED STORM DRAINAGE & STRUCTURE ------------ PROPOSED CURB & GUTTER ----------------------- DRAINAGE FLOW ........................... .... _ . EXISTING GRADE - - - .. - . - ..... . PROPOSED GRADE - ..................... .... PROPOSED EASEMENT AREA ----------------------- _ PROPOSED SILT FENCE --------------------------- SF CONSTRUCTION ENTRANCE ------------------------ ce RIP RAP CHANNEL LINING ------------------------- ROCK FILLED CHECK DAM ------------------------- ffm LIMITS OF CLEARING DRAINAGE DIVIDES w J 0 O N O + II � W m = M LLJ ~ M > W n- W J {- 0 U) U) 0 U O U) Z W O O v U 3 - CZ� Z C)LLI Y O Cq' Z w 3 U _ -_WIN ae— R 75' INACTIVE 10' VARIABLE PROPOSED 6' BERM & LANDSCAPE SCREEN 100' ZONING DISTRICT BUFFER - CATEGORY C 25' ACTIVE NOTE: LANDSCAPE SCREEN TO CONSIST OF 16 WIDE LANDSCAPED AREA PATH 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 337. DECIDUOUS TREES. BUFFER SECTION A -A NOT TO SCALE R 10' 1 BATTLEVIEW SUBDIVISION DB 658 PG 698 DB M PG 704 DS 658 PG 708 ZONING: RA USE: RESIDENTIAL 14' PROPOSED 6' BERM 50' & LANDSCAPE SCREEN PROPOSED ACCESS EASMENT 100' ZONING DISTRICT BUFFER - CATEGORY C 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 677. EVERGREEN AND 33% DECIDUOUS TREES. BUFFER SECTION B-B NOT TO SCALE PIN 54-A-91 :ADIA MOBILE PARK, INC. DB 350 PG 481 ZONING: RA USE: RESIDENTIAL 49R4) /CSCWE 50 25 0 50 700 ( IN FEET 7 inch = 50 ft. CATEGORY "Cn ZONING BUFFER WITH LANDSCAPE SCREENING 4a' 10 10' 10' 10' EASTERN RED CEDAR OR LEYL40 CYRESS v(1 1, k h. l� . /\,, �: '~i,i '�^ ^• 2' 3' 3' 2' 3' 2' 2' 3' 2' 3, 3> 2, 3, 2, 2' 3, RED tIAPLE OR . %..' <, ,\. x % %(' — UTTLE LE4F UNOEN (2.0' CALIPER) NOT TO SCALE SHOWN ARE AT SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. 14 STEEL REINFORCEMENT BARS ALL FIXTURES TO BE SHIELDED 13 STEEL REINFORCEMENT i TO PREVENT LIGHT SPILLAGE TIES 0 1'-6" O.C. OFF SITE LIGHT POLE TO BE GALVANIZED STEEL PLAN WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 20 FT. i" TOOLED E HAND RUB FINISH ON SURFACE OF CONCRETE AND FILL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE SURFACES. PAINT YELLOW ABOVE GRADE. FACE Of j— CURB f � 8' GALVANIZED GROUT ROD. BOND TO POL #3 STEEL REINFORCE TIES 0 V-6' O.C. #4 STEEL REINFORCE BARS LIGHT POLE LIGHT POLE BASE WITH COVER PLATE NONSHRINK LOAD BEARING GROUT ANCHOR BOLTS FURNISHED WITH LIGHT POLE. BOLT SIZE PROJECTION AND BOLT CIRCLE PER MANUFACTURER'S RECOMMENDATION. 1'-8" 4 CONCRETE BASE P.V.C. CONDUIT AT 2'-6" BELOW GRADE TO PANEL. 40TE: aLl. UNDERGROUND WIRING TO BE IN NON-METALLIC CONDUIT 1-8" NOT TO SCALE LIGHT POLE FOUNDATION DETAIL LTTHONIA KAD 40OW MH 4—FIXTURE MOUNTING HEIGHT-20' DL LITHONIA KAD 40OW MH 3—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. Prune codominant leaders Prune rubbing or cross branches DO NOT stake or wrap trunk unless necessary Remove all togs and labels Cut away all balling ropes Remove top of wire basket w w 0 0 C) C' z r >- O c� CD z z W W CD CD Q Q U W LLI w W CL cl- O 0 0 W W Cn 10® DO NOT prune terminal ----�-�-~-� leader or branch tips 1 ,✓ Prune narrow crotch angles and water spouts Prune broken branches Prune suckers 2"-3" mulch kept away from trunk Soil well to contain water p: UNAMENDED backfill soil A - Widen and score hole wall Qa' Partially backfill, water to •< p' settle soil, finish backfilling Area for water drainage Remove container and cut circling Leave solid soil pedestal - do roots if container -grown, or as much not dig deeper than ball depth burlap as possible if field grown LENGTH OF SCREEN 1487 FT TREES R£QU/RED, 3/10 FT= 445 1/3 DECIDUOUS =Lid 2/3 EVERGR£EN = 297 PROD/DE149 LEYLAND CYPRESS 1 448 EASTERN RED CEDER 74 RED MAPLE 2.0" CAL/PER 74 LITTLE LEAF LINDEN 2.0" CAL/PER Dig hole 2-3 times root ball width TREE PLANTER DETAIL no scale PLANTING SCHEDULE COMMON NAME SIZE AT TIME OF PLANTING SPACING QUANTITY p PIN OAK 2' CAL. 0 6' HIGH AS SHOWN 16 RED MAPLE 2' CAL. 0 6' HIGH AS SHOWN 16 LEYLAND CYPRESS 4' MIN HEIGHT AS SHOWN 5 HETZ HOLLY 3 CAL. CONTAINER 3' O.C. 75 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 SQ. FT. i 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. Ff. 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. --1 r A 14 0 ,1 N ct N > - V O 0 W U) 0 m C)_ N o0 (A 7C) o' CO rn Q t7 U i T- d J U N O vi U) d ccoo c � � cn co co o ... Q) M W O_� N c W 70 �-E--a M F— LL. U o �. (1) v7 + +� O ... C a. w W M,r 9 _z U ~ Y U W 0 W H U LLI O W IL O N Q O + W LII = m O LAJ �t > Ld 112- LLJQ U) U uj fn 0 U) In 0 O Z Z J O O CN U _1 z z `1 Z r. w 3 U LLJ _ 10 _jN 0 o 0 Li V— concrete pad 1'-6' sq. x 6' deep 4' stone - screw type adjustable valve box —\ location marker stone �r-megalugs I -thrust block 18' to 24' 36" min. valve megalugged to main 8'x 8''x 16" solid block (for valves 12' and larger) GATE VALVE Figure 7 Note: this detail is also used for butterfly valves trench width as required . tidai schedule 40 steel pipe filled with concrete 3' and painted yellow T 2' I 18' dia. concrete encasement 3' concrete thrust block direction of setting to be approved prior to installation as required concrete pad 1'-6" sq. x 6' deep 2" min. - 6' max. ,.. I 4'stone screw type adjustable valve box cone 'ona to be minimum of 6' above top of base -locator marker stone egalug 1 i '1 mechanical joint swivel lee with i 6' branch FIRE HYDRANT ASSEMBLY Figure 8 >,,. ,rnc.wm-x,:"::�.z.r-•gym.,•<� 1 ¢ .,-• - - - -�-wa-.....1 CRY Ce f c.)rAY01, vaive A rio f a,mif. nrf ng va vv 0 xv RE000LR • i 3�,mr1 -'4 (fin'^=€-> Otu.� 9 l �t � b ° nn CID �-- 4" DI CL52 +rm� �. .-.F l y 6" WATER Ball drip y -- PRECAST CONCRETE VAULT (MIN 6" � FCSA APPROVED DOUBLE WALL) DIMENSIONS AS REQUIRED TO CHECK BACKFLOW ADEQUATLY HOUSE DCD/BP AND FDC. PREVENTOR. NOTE: 1, INSTALL FSCA APPROVED REMOTE READOUT FOR DOUBLE CHECK BACKFLOW PREVENTION ASSEMBLY ON THE TOP OF VAULT. THIS WILL ENABLE THE FCSA INSPECTOR TO RECORD THE READING WITHOUT ENTERING THE VAULT. LOCATION PER FCSA INSPECTOR. 2, CAST HATCH FLUSH WITH TOP OF VAULT. SET TOP OF VAULT 4" ABOVE FINISHED GRADE. 3. HATCH TO BE HALLIDAY PRODUCTS H1W3648. varies at property line (see note 2) skid pad—F•4F � a%a roadway box- 2' CTS polyethylene tubing (PET) 200 psi w/ SS inserts at all connections \_ saddle with corporation stop P 7water main ball valve curb stop with PJ J (CTS) both ends [B44-777 w/ SS inserts]; with 2' gate valve operating nut CUTOUT DETAIL (typical) cast in place access door, centered in top (see note 1) - 2' max. , VSHH77-15BHC-11-77 2' custom setter (meter by FCSA) standard flat top for 4' diameter manhole finished grade c E r _ 3' riser section for 4' N diameter manhole with cutouts 3' min.{ �•�r- 2' min. solid support blocks 0 under custom setter 5 stone bedding C14-44 w/ SS inserts and MIP plastic plug NOTES: 1. Access door shall be by Halliday Products or our approved equal: a) in non -traffic area - model no. St R3030 b) in traffic area - model no. H1R2424 2. Water service crossing street: a) Encased in 6' diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across street, to one foot beyond sidewalk. b) Install 12 gauge insulated copper wire (for line tracing) from Corp. stop to into the motor box I wrap wire around Corp. stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball valve]. 1 1/2° and 2" METER INSTALLATION Figure 6 ' �WTR I � O UGE j m m: w ( PROP GRADE @ CL' 685 ___..__ _.t-___..._.._,_.._.. .. ,._._.___. ___ .. .. _.... _.__ 12" MIN CLEAR i N o t tr, co 8» S DR 21 W/L ` N + M ; 680 -- _ MIN COVER __. LEX,GRADE @ CL V) 18" MIN 'CLEAR I � , 0 wDR 8" 21 ;W 675 -' - _._t.. o .___.__----.-r--.._. __. _ ----.-- I CD , X U LLJ cn `. w w i w V) ( L_Lo m GD �. Q V) V) LLJ W O O O c.0 c0 co + Oi0 a. ,00 .- c"i ( O l fb O lax 4! I ,� II U O N pp N O O O m O' op +� I COj +i ! �� '�> o R u) t0 N cfl Q0 j O f- - " 04 cp I N C+�L r7 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 WATER LINE general backfill general backfilI (see note) (see note) O.D. _ ____ ____ r concrete _ -__ 24' select backfill 24' select backfill (see note) (see note) .rt O.D. �6' O.D. �6' 112 O.D. 71. } I- 6. + L 61, stone stone STANDARD CONCRETE ARCH general backfill general backfill see note see note 24'select backfill 24'select ball (see note) (see note) stone } I- J = } L ,r 6. O.D. 6. �' 1/2 O.D. t ' i ' `- 6 `- 6' concrete concrete CONCRETE CRADLE CONCRETE ENCASEMENT NOTE: To be compacted to 95% of ASTM D698 maximum density. TRENCH & BEDDING Figure 1 square skid pad 6' 3/4" x 2' butyl joint sealant w I- Q 0 I- < Of w Q > w .-.zv) CO rr znJ TU, O0 w t1 n .. w QI— _,... _.. IXa QQO 685 of U CL --PROP .GRADE- @ CL- . _ ...� J U ; 1, SDR-21 SAN LA ! ! X GRADE @'CL-'- _ _ @ 1.00 680� W .A 1 _ PUJ 018" M W X z CLEAR _ Q 675 O X W J J O it') cc7 u7 �t O_ a- (D .. X . _J U � J .. _.._...r _... t1 a_ O O � Z _J t CD J _� I � 0) Nr- II � tY a 0) II »Z i� ME�rfl II ZU N N N(D00 � it �0 11 zz—w --waf w(ri II O o� af O+CL � cn r- + O+Oz GL WO� WLr.1ZU It12+ (�NI-- 0+00 0+50 1+00 1+50 2+00 GRAPHIC SCALE 50, 25' 0' 50' 700' 1 INCH = 50 ft. HORY.. 1 INCH = 5 ft. PERT. top of manhole at grade in pavement areas unless otherwise directed [-(top shall be set 24' min. above grade in easement areas) 35' max. 1 concrete ASTMC-150 4000 psi a waterproof coating12- or 16' (typ.) CS-55 by Cons" joints are to be seated with 'O' ring gasket 3/4' concrete anchor bolts (4 each) adjustment rings (11' max.) nominal size 30 butyl joint e oint sealant applied between joints and on ^ exterior side of joints I.D. — pipe to manhole 5 .. connection to be by flexible sleeve invert channel to provide a &-W min. smooth transition in to out,-4'-0" Max. for all connections 2'-0' max. precast invert or grout c . estop of bench -wall same elv. as bottom to form channel top of peps 6' bedding stone NOTES: 1. Manhole sections shall have an external coating of approved polymer film water proofing prior to installation. 2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of water proofing. 3. Final slope adjustment of manhole frame may be by shims and non -shrink grout. 4. Skid pad to be placed around manholes located in shoulders of roads. 5. Flat top casting shall be used on shallow manhole (4 ft. or less) installations. STANDARD MANHOLE Figure 11 SANITARY SEWER EWE Sao • ZO Q. Q 8) 1- O z t- Q w w Q Ca Q o In O O Q N Q c) Z O (s) ca U U N � w w a Q C � CO � tL CD CD ZE - 3 J U N O Q Q '0^ H- ^ L VI O LL co w w w W C cn co o �-1.� ... cB L o 0 LLJVoo O>yC WCL0ur) w > to � � li H > LL Of w w . r-•"1 t--•1 N vi U L (10 J � L N O C cn Z O ,in a w �J It cast iron deanout cap with brass plug must be 8' from the top of the screw type adjustable box finished grade 4 k -- square concrete skid pad r r 20'x 20'x ti deep . ri� 3 cast iron cleanout cap with brass VALCO, Inc � � plug having a countersunk P 9 9 square Fig. No. 71BOB—+it ' head Panella Model PA4SV-CSK (41 O�V with lid marked "SEWER' III3 { SDR 21 - deanout pipe bottom section of box E brick base SDR 35spigot b Y SDR 21 gasketed SDR 35 hell adapter gasketed bell wye sanitary _ (see note) SDR 35 gasketed sewer main SDR 21 \ bell 45' bend 6'stonebedding NOTE :If top of sewer main is greater than 15' deep, then wye and bend to be heavy wall SDR35. SEWER CLEANOUT Figure 16 ism Pro iir 0 U ~ Y U_ LLJ LLJ V W 3 0 W IL 0 0 N � Q 0 Lo W m O r LLJ W tX LLJ v ` ¢ W U) U) U) J C ~ Z 0 }- 0 U v G 7 7) ' Z� C Z Y Z 3 U to 0 rl� 0 LL T- L L SECTION B-8 DETAIL 2 ) S MIN. I A W LAIN. 3S S MIN. SECTION A -A GE F ABRIC07EXTILE SECTION A -A s NOTES. T. FOR MULTIPLE L04E INSTALLATIONS DIMENSION S IS TO GOVERN THE PROTECTION OUTSIDE THE CHANNEL WIDTH (W). 2• ON ANY SECONDARY ROADS INSTALLATION REOUIRING EROSION CONTROL STONE WHERE NO ENOWALL OR ENOSECTION IS SPECIFIED ON PLANS, CONSTRUCTION iS TO BE IN ACCORDANCE WITH DETAIL 2 SHOWN ABOVE. 3. GEOTEXTILE FABRIC TO BE INSTALLED UNDER ALL EROSION CONTROL STONE IN ACCORD94CE WITH THE SPECIFICATIONS. 4. S DIETER OF CIRCULAR CULVERT OR SPAN FOR BOX. ELLIPTICAL OR ARCH CULVERT. H DIAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT FOR BOX, ELLIPTICAL OR ARCH CULVERT, S )<USE TYPICAL. SECTION SHOWN ON PLANS OR FOR SIOESLOPE, 1307TOM WIDTH AND DEPTH OF CHANNEL, MATCH EXISTING DITCH OR NATURAL GROUND. MIN, EC 1 .DEPTH „ CLASS I: 2' CLASS I 3' RE�iTJiEHCY STONE FOR EROSION CONTROL 24 245 VIR61WA DEPARTMENT OF TRANSPORTATION 303 114,01 414 SEDIMENT FILTER RISER BARREL GROUT— — Age �,, BASE 1 i CAPPED, PERFORATED DRAIN TUBING This modification is accomplished by placing filter fabric on the ground and placing b—lY inches of gravel on top of me filter ToDnc. Perforated drain tubing or perforated pipe is laid on the gravel and temporarily grouted into the orifice. The end of the tubing or pipe is capped and the tubing or pipe is covered with 12-18 inches of gravel. Size of gravel is not critical if it is properly enclosed in filter fabric but numbers 7, 8, and 78 are recommended. The filter fabric is then folded around the gravel so that water must flow through the fabric before flowing through the grovel. Where drainage area is &4 acres , a 40—foot length of tubing or pipe is recommended. R 0 CK CHECK DAM 2 ACRES OR LESS OF DRAINAGE AREA: FILTER CLOTH (OPTIONAL) (DOWNSTREAM VIEW) VDOT #1 COARSE AGGREGATE FLOW -4 21 3' 2-10 ACRES OF DRAINAGE AREA: FILTER CLOTH (OPTIONAL) - (DOWNSTREAM VIEW) VDOT #1 COARSE AGGREGATE FLOW �?I 3' SOURCE: VA. DSWC CLASS I RIPRAP INSERTABLE SHEET A59 A 7- WINNER! STO. CG-3 OR W-W 4•-(r CG-7 tS USEO. STD. OG-2 ^ ITN MAXtbt MAx. s IR CC-11 •. - 20-1 i y Do QS, r LONG 9A.UHrAI.ED SECTION A-ADIC VktMAXMIU JOINTSE TION B-B L[S A 4, OU7 _� K A WAY SMALL N V N V N TANGENT PLAN 4 CROSSw LK W� a C1� TYPICAL PLACEM'1ENT CROSSWALK TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK ., (WITH BUFFER STRIP) TYPE E A (PERPENDI U AR) APP I ATI N ALTERATIONS T)ts DESIGN T IfE t D a��1 iL rNAT GRA B "° to so[MnK. LwnNc (N• WIDE) RE 0 T MRNUM LEAD N / FELT FOR MI NOTES CONSIi8JCMKIIII FEET FOR ALTERATIONS. L MIECTAME WARNING TO IE CLASS A•3 C011 ![ ICLASS A•4 IF PRECAST) ITN 9.P R[SISTA NT N7EGINAL t1uL S1PfACE CDAYa G THE FULL WttrM OF Tlt ItA1/ FLOOR BY 2 FOOT IM LENGTH N THE ORPCT)ON OF MAV[L, OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOE[ DETECTALC WAPMf MAY KMSLO WITH THE APPROVAL Or Tot ENOIE[R. %�• CIA. 2 TINE O[TEC7AW[ WAe04 SHALL K PROVIDED BY TR(PNCAYED DOKS. TRUNCATED DOMES TO K STAMPED TRUNx8CATED DOME ,�LNTRAASTING; COOLORRR WITH THE NADd CEENT��ACCS (AAD&CENE COLOR T SWMCfS INCLUDIES RLAEO SIDESS)). �L B[ A UETAJL 3'ppNST�RUCTTpSi Ore Tu1N 11HOLR DEoBSARSPOm wlbgLRMCALLpY�[)W,ITHHl�RA9PpFLOW Olt byYpD9�H�G�pP(ERMIISpS�/gLE 2ii C C—TIIVICATW DL1EIF RAIIIP FLOOR 4" CAN eE GK PL I�ERR PSsLACE?iM AAOppFEEpp ���N FRA�P CB�OTOR. WIECA6T�CO &? SNM1 BE C.A4S A•4. to 0 0 0 0 0 0 0 0 0 Ri10TkAAP ROdLx rw(niDM OONNORiT[�OQVR y,'� ALONG !OT» SDf5 of TIE RAMP O O O O O 0 0 0 0 0 0 S. CURlACURB AID CUTTER SLOPE TRw14R10RS AO,IACD41 TO CURS RAMPS ARI NCLUND N PAYI[NT 0 0 0 0 0 0 0 0 0 0 0 FOR CLVWCHAM AND GUtTiJL Z0 0 0 O 0 0 0 0 O 0 0 O ?a 7' WHEN USED NCOKAINCTIx WITH 4TAAWWppAAAAqTp CG-3 DR CG•7. T)[ CM FACE ON INS STMpARID IS TO M ADAZ TO MAT THE INgINTAME CUING A 4 C&*TWL1U1tKK O O 0 O O O O 0 O 0 O O ^ d CM RRIM ARE TO BE LOCATED IS SHOWN ON THE PLANS OR AS ORECTED BY THE ENGI EI MY ARE TO gt PNprT AT INTERSECIVS WWRI AN ACCE ROUT[ tAlFlrN 1TK 0► WAY OF A HIG NRAY O O O O O O O O 0 0 0 0 0 0 fALIITY CROSStS A LilflB RE 55 0I WE[THER SOEWAIJI 6 E16TNo. OR NOIC) KNI. THEY 0 00 0 0 0 0 0 0 0 0 0 0 0 0 AAp T �E l AT(0 wITMt 1CR0$SpI AS 51IDWN ON R,ANS ORp�AS� f)' Tft ENf m. DROP M.ET�Wl1p 4T PLACDff*I. ACCf STOP IRE. 5� TNG U�h(AlOd1TN10LM ��1�TED 0000 0000 000000 MC NAIq� cR TD ROUTE q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 UITEPfD NO USm ey F WAM Y ATIE Tlf?S, A IAWTY THAT EME M L YI[iI- ----� A � Tyr£ L" OFD?04 HEE CR SSOR "x)LTAWOENTu1L S[CTNti15 PROVIDED THAT 1'RE CURY OIMR. 6 PLACED AY 3 10, TYRCR COIR'RETE SMWAU( IS 4' IP20L WKN THE ENTRANCE RAOICA"T ACCOMMODAtTT THE TuRiMO DETECT E WARNiNG 11COIAIR)ETRS OF ANTICIPATED HEAVY TRI TRAFFIC THE CONCJCTE SIDEWALK DEPTH SHOULD BE DOMASM AL TO 7•. CG-12 DETECTABLE WARNING SURFACE WV. 3.40 TYPE A (PERPENDICULAR) APPLICATION 2p1.O5 vRGNIA OVAATMENT OF TRM4PORTATION 502 STONE CONSTRUCTION ENTRANCE EXISTING GROUND FILTER CLOTH i 6" MINI Al MOUNTABLE BERM (OPTIDNAL) SIDE ELEVATION 70' MIN. B WASHRACK (OPTIONAL) �111111111N- ?�` L_ VDOT #1 I I .� POSITIVE DRAINAGE COURSE AGGREGATE B TO SEDIMENT TRAPPING DEVICE • MUST EXTEND FULL WIDTH OF S AND EGRESS OPERATIONPLAN VIEW yu SECTION A -A REINFORCED CONCRETE SECTION B-B 10' MIN. EXISTING PAVEMENT 10' MIN. DRAIN SPACE PLATE. 3.20-1 SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. I � / FLOW 4" 3. ATTACH THE FiLTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. �i G FLOW 1 EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. Plate 3.02-1 SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 Sherwood (k Tyant CG-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO RE CLASS A3 F CAST IN PLACE, 4000 PSI F PRECAST. 3, COMBINATION CURB L GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAC FOR AS RADIAL COMBINATION CURB L GUTTER. 4. FOR USE WITH STABt_12ED OPEN-GRAOEO DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER O1 HEM COURSES IRALLEL 70 THE SL E OF AND TO THE DEPTH OF THE PAVEMENT. 5. THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS 2' R ON RURAL HM,HWAYS AND 45 MPH OR LESS N DEVELOPEO URBAN L SUBLIROAN AREAS. F THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-7 IS REOIARED. / D L. 7. D. D D D D • --'---�--_------------ THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MMBAAI DEPTH OF 7" IS MAINTAINED. THIS AREA MAY BE CONCRETE AT THE OPT04 OF THE CONTRACTOR SPECIFICATION REFERENCE COMBINATION' 6" CURB & GUTTER 502 VIRGTNA DEPARTMENT OF TRANSPORTATION 20L03 iiiE— 1' Oredap (Wwd) 4'x 4' WOOD RAIL 1'x 8' ROUGH SAWN BOARDS 6'-4' LONG. STAGGERED W/1' OVETSLAP SLOPE FOR DRAINAGE ZP 6% 6- (NATO)) WOOD POSi (W/ POST BASE & d- 5/8j DW BOLTS M'M.ill. 4'x 4' WOOD RAI 6' CONCRETE SLAB W/ 66 A WIRE MESH (SEAL CONCRETE SLAB AGAINST GREASE ABSORPTION) A 12' D A, CONCRETE VDOT CG-6 EXPANSION JOINT AT FOOD EACH POST FOOTING (TYPICAL. OF 4) tV SECTION A O (2) 6- CONCRETE �� IT Q FILLED POST PLAN VIEW l01 's' DRIVE ON ti CAPS DIMENSIONS MAY VERIY FOR SOLID CONNECTIONS 0 3' SQUARE -- STEEL TUHNlG SWARE STEEL SHOP WELD ALL JOINTS DRTU HONES N 7NEN ETE TO LOCK GATES ANo aosm Ps. (2) 24- LONG 3/8' RODS 0 a., GRADE GRADE • ---- n CONC. APRON CONCRETE 16 FOOTING 1 Ix 8 ROUGH SAWN BOARD C-4' LONG WITH 3/8' SP BETWEEN BOARDS 3' FRONT ELEVATION STANDARD TRASH ENCLOSURE DETAIL W Q JCD JZ0 NY CD W 00 ~Q CD 0 !n O '.0 o ct cn U) • r—+ ar U) LLJ O �< �CD ME CID O UO a N (13 N U E o z F- I� �_ rn [1_ c cT3 Q J L) N O Q (3 - ` : L6 LL J W � IZ a) L C .4 d > L0 LO n40� > MY 3: LLLLJ • r4 t-4 Tn ui U •L a a- Q) Ia >u _ U) z � Q) 0 O) .Fw (L) C • y� n CL W W J H- Z 3c 0 J v I.I. W 4 U W C O tz O Z 0 N O (0 Q w ,S v ' m Q 0 ^ WLLI Qw U 2 (n 0 00 z p Q O UV z z Y z 04 (l- w _ _jN 0 In 10 1 U_. r- -3 7 � w C� U� 8 mow. Uw� Cl �_ w -- I- --I- TA - -- -i - - - , ., :. r .. r i : , n ;T . .. J. ,; r.,.. J, ,._ ci ,.. :.. ,. ..r ..:: J:. fir. /. /, ,.,,„I ✓ ,.. .. /,., r / , ,. ,.. „n. '. ,. ,.. , ,,. .. u.., .. '..., .. .. ,..r,.r .:, I , ,r. �..... : lr.. r:.ir, ,, .is.. .. ... /2-,cm,u, +r- ..a, r: .r,,.; r,✓!/I. r' ,¢,,,r.` IT , ,•/ : '. 'mot"'s l a �,.i 1. �. .. .... .. .,. Y . .. u r r c%,rnir. J r r r . r / r ,/inns /r irr•r ui .nr,/i ur,n /rr.Ji. i ni,./ /J J ar, r / ./ / .. 'I, . // .._ r iv: va/r' ur, ./i rii,i / �J AI o I'll t / j J.4 r y % v F J L / ink ink HIRE t 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 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. Call "Miss Utility" 1-800-552-7001. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered 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. 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 all labor and material. b) The developer/contractor must: 1. make application and pay deposit 2. mark the tap location 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a The meter box, with its frame and cover, must be properly aligned with the coppersetter. b The frame and cover shall be set to final grade. c The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. d All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority?s Engineering Assistant. b) An Application for Service must be made and fees paid before work will begin. c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. d) For all 1 %" and 2" services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall hove a fire service meter assembly and a backflow prevention assemblly (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 govern V2. All construction shall comp) with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA, and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, wheather permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtaines is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. 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 V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right- of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19, Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and " VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six- (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Rood 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. PAO 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. -' O � `Z> °b �.c, PROPOSED .o SHEET INDEX 1 COVER SHEET 2 SITE DEVELOPMENT PLAN 3 GRADING & EROSION & SEDIMENT CONTROL PLAN 4 SITE LIGHTING & LANDSCAPING PLAN 5 UTILITY DETAILS AND PROFILES 6 ;,!/SCELLANEOU5 DETAILS V1cimity Map Scale 1"_- 1000' filbert w. clillord associates 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 mr;osurers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. 3. Prior to release of building permits, the following items shall be completed: a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified as -built of thr subdivision which contains the following items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the as -built which states that the subdivision has been constructed in accordance with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 5. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality 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. CLARKE-FREDERICK-WINCHESTER REGIONAL ADULT DETENTION CENTER 141 FORT COLLIER ROAD WINCHESTER, VA 22603 PH # 540-665-1615 PST H OF ro 4aldl A. Mislowsk o CERTIFICATE NO � 9 'Lbo, REGISTERED PROFESSIONAL ENGINEER _r. 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 Da re Site Plan Valid for 2 Years From Date of F.C.S.A. Approval L Sheet Number 1 of 6 RIM=680.19 INV.=675.34 RIM=681.37 r NV.=674. �Ai t I P H 9 !Y it s� i { RIM=680.`, INV.=673.! 50.0' ACCESS EASEMENT FOR CONTINUATION SEE SHEET 4 Z VVA I tK JtKVIUr_ PIN 54-A-36A FORT COLLIER GROUP, L.C. DB 768 PG 73 ZONING: MI USE: VACANT 4" CONCREFE _2" STONE C SEE SCHEMATIC, SHT 5. GAS SERVICE 1.5' SM12.5A 3' BM25.0 - 8' VDOT 21B WELL COMPACTED SUBGRADE 21B DMPACTED SUBGRADE HEAVY PAVEMENT SECTION STANDARD PAVEMENT SECTION Not to Scale Not to Scale f f, 202.66' TO PROPERTY LINE LINE ri m -r o r z M 4 R,4PH/CSCALE 30 15 0' 50 60 /N FEET 7 inch = 30 ft. TF N= EL PROJECT SUMMARY TAX IDENTIFICATION NUMBER 54-A-36A EXISTING PARCEL AREA 11.78 ACRES DEVELOPED PARCEL AREA 3.9 ACRES ZONING M1 ADDRESS FORT COLLIER RD CURRENT USE VACANT PROPOSED USE WORK RELEASE FACILITY DISTURBED AREA 5.2 ACRES SETBACKS REQUIRED PROVIDED U-, L, _14- w o o p a -4- � G ! a V < O� g O = IN cn r- to w �� 0 A o%YWOo 0 0 0 FRONT 75' 409.74' r- o w I-- cp d 00 SIDE 25' 25,00' ("1 CD N \ \ \ 00 CDQ REAR 25' 202.66' N N PARKING 5' 22.86' v BUILDING HEIGHT 35' (MAX.) 32'(+/-) ZO Q o CD GROUND FLOOR AREA 40,509 SOFT. (n NUMBER OF STORIES 1 1­_r- U �, L c) J FAR ALLOWED 1 Q w w w W O Q a C FAR PROVIDED 0.079 c=n 7; :�i C� 'UN MINIMUM LANDSCAPED AREA 2.95 AC. (25%) d oU oU CD Z 0 � M LANDSCAPED AREA PROVIDED 9.28 AC. (78.8%) U U r UO Ct w (0 = c Cr w w w CL �( CA 0 Q CA co � PARKING REQUIRE PROVIDED 'L o `ti � 0 > V� c� o NO. OF BEDS 204 w � STANDARD SPACES (1/4 BEDS) 51 88 w w � w w w o c 06 L d m cn � co cc c� HANDICAP SPACES 3 4 ° ° �°-,''' w LOADING SPACES 1 2 >= T _c Lo Lo TOTAL SPACES PROVIDED 0 94 � a- ~ w w w w PARKING LANDSCAPING N 0i PAVEMENT AREA 41,509 S.F. V L PAVEMENT TREES REQUIRED 20.8 0 1/2000 SO. F M > PAVEMENT TREES PROVIDED 21 I� _ cn INTERIOR TREES REQUIRED 9.3 INTERIOR TREES PROVIDED 10 Z TOTAL TREES REQUIRED 30.8 N 0 TOTAL TREES PROVIDED 31 PARKING LOT LANDSCAPING REO'D. 2075 SO, FT. 0 5% '• r'� PARKING LOT LANDSCAPING PROVIDED 10,245 SQ.FT.(+/-) @ 25% a w 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. R 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= 150 S.F. Z 10. NO OUTDOOR STORAGE PROPOSED. Uj 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 �•r� 12. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION, 308 GROUP I (INSTITUTIONAL) OF THE INTERNATIONAL Ci 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. ^� 13. THIS BUILDING SHALL BE PROTECTED BY A ARE 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 J MIN. EXTERIOR LANDING. F- r- FIRE LANES REQUIREMENTS: Fire Lone 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 ----------------------------- TRANSMON BETWEEN REGULAR & 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•: -� } '' ' PROPOSED GRASS AREA ---------------------------------------- PROPOSED EASEMENT AREA ----------------•----------------------- ZONING BOUNDARY -------------•--------------------------------- Z8 UTILITY PEDESTALS ----------------------------------------------- EXISTING STORM DRAINAGE & STRUCTURE ------•-------------------- PROPOSED STORM DRAINAGE & STRUCTURE --------------------------- PROPOSED WATER MAN ------------------------------------------- EXISTING WATER MAIN --------------------------------------------- PROPOSED FIRE HYDRANT ------------------------------------------ PROPOSED GATE VALVE & BOX ----------------------------------•--- 1t - EXISTING SAN. SEWER AND MANHOLE - ----------------------------- PROPOSED SAN. SEWER AND MANHOLE - ------------------------------ PROPOSED UNDERGROUND ELECTRIC SERVICE ------------------------ E PROPOSED UNDERGROUND TELEPHONE SERVICE ------------------------ T PROPOSED GAS SERVICE ------------------------------------------ G t- U w O w CL 1A hil CT•7 LL_ O z(n O O Q � U U Z Z LLI o Z� C� (n U W w tfi t� 0 0 Li T- I h t 1 h , 1 i - i 1 —41 GRADE GUTTER TO PROVIDE DRAINAGE AS SHOWN C. CO� 684.17 ' _ I - - - :•. .. .: ... -:..: ..._. ._. '=-_... � .F+Y*•sse }J"'-�Yk�s :i, "u 5,ft..--:,�'-;.y. -a:f. ,,, ,_ LOC f r - rw- _ . ,._:.. ,.. , ....: f� , _ , _-�< ��, • . , ,,nv,_ .,,-.,:£,.,. _ < . -•�-.ems-..� .� ��- ���� . r,r, - - _ - _- ,e _,. 203, ,t 685 684 �! 688 8? 683.80 r- _ FL 684.00 85 t ,j5 4q ; �. 683.00 _...__ _ 683. 683.75 684.1 6 FE 5' CONC SIDEWALK' , r 83.00LL 683.1 a `682 75 I .--685.75, -... '' 683.15 r 683.50 / 684.00 y p.. _. �.... __ f 683.00 683.4000 - 683.13 LOC , 682.65 6 p l _ POLE MOUNTED HANOICAP PARKING '682.70 w' �/ ui SIGNS INSTALLED, PER VIRGINIA t 684.00 N co r STATE CODE SECTION 36-99.11: _ .. 65 84.15 (FOUR REQUIRED) 682.55 / ..- � 00 � C) / { 0 685.75 f r �m `.rn to 00 682.15 684 Oa' w w 1 68 .15 683.90 to � N i 682.15 682.20 rn 00 (' zcn� a' \ 683.25 683.65_ moo, 681.95.n RFCD LOC U o cn w C' w m z � Fn zw p `� L, > Q w d z Q z U o � � o W CD 0- ``- o 0 C) W � Fw w cn m o o Q nI" I-1Z Permanent Stabilizatkxv All disturbed areas not paved shalt receive a mh 6 In. topsoil and be seeded as follows 200 Ws Tall fescue per aG 12 tb. Annual Rye per aG -20-20 Fertitlzer per aG!0� tbs. 10 2 tons aVicutturat limestone per ac , 682` " aw mulch per 2 tons Permanent seeding wit occur as the final phase of construction Temporary stabilze areas le -Ft than t denuded for more an 7 days, but not .. 683... -... __ ..,.. .. _ . , ., . yetat fa final shall be as followsi sac Millet per r) tembe _ i = _ man Rye per let aGaGa� y� � tbs German Sep through April) M �v �- 450 Ib5�lr0 2U"�CO F ertilZef" per aG � , ,� r ac LOC _ grculturallimestone pe 6 strmulcper aGaG Seeded are to be watered and cared for as necessary t provide s emergence, . _. tered 84 2 tans - - Y Pr Bras rgenc � as, ar o I 68 „ „ ago RFCD 4" PVC DRAINS. SF/�sF—SF SF - DAYLIGHT BOTH ENDS 6g�� 688-r sF-------_-sF-_____sF--,_sF____-__ (TYP OF 3 LaC � -�---_"""689----- 690----J s�--~—s�-----__ F--"--.-._-"Si`---____� 5� SF-----_._._- SF" -------_.SF---::...._„ F_ _ 691-- ---- ~6g8 Si 'S� _ _ '4'' 689 692 -�_� / s. / s� -- s�-_ PVC DRAINS 693 694 -SF- .:-. 5�- DAYLIGHT BOTH ENDS _ ,69 ------- 695 -'� SF- �sF---_:-SF=== - ski (TYP OF 2) 692 693_.- 696 - F ---sF-_.---.:.__� 697 693 698: GRAPH/C SCALE 30 15 0 30 60 f_ , L4C IN FEE �F 3 _ - - 1 rnch 30 ft 681.00 680JO STORAGE-j - 12" MIN. �f 4� PVC 678.38 DEBRIS CAG>k� 4 x4' GRAVEL OUTLET PROTECTION MND OWFALL 1}PX SEClIOIV N. T.S. L-E'CEWD EXISTING STORM DRAINAGE & STRUCTURE ------------- ❑ PROPOSED STORM DRAINAGE & STRUCTURE ------------ PROPOSED CURB & GUTTER ----------------------- DRANAGE FLOW ................................. EXISTING GRADE ..... .. .. _. PROPOSED GRADE .... . ..... .. ... PROPOSED EASEMENT AREA ----------------------- — — PROPOSED SILT FENCE --------------------------- Sic - CONSTRUCTION ENTRANCE ------------------------ ce RIP RAP CHANNEL LINING ------------------------- ROCK FILLED CHECK DAM ------------------------- Iw LIMITS OF CLEARING DRAINAGE DIVIDES Z� g rW19-9 4cs � ,s. �tv C -kvW00 IWW �T W I' O O 04 co O W H L`- l+ m O � W Ki > W W J t— V) to U o (/) Z Ld H tV 0 U z Z Y Z P w 3 t� 0 _ LJ to _304 L] 0 C) Li.. e— LL 75' INACTIVE 10' VARIABLE PROPOSED 6' BERM & LANDSCAPE SCREEN 100' ZONING DISTRICT BUFFER - CATEGORY C 25' ACTIVE 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 337. DECIDUOUS TREES. BUFFER SECTION A -A NOT TO SCALE R BATTLEVIEW SUBDIVISION DB 658 PG 698 08 658 PG 704 DB 658 PG 708 ZONING. RA USE: RESIDENTIAL 10' 14' PROPOSED 6' BERM 50' & LANDSCAPE SCREEN PROPOSED ACCESS EASMENT 100' ZONING DISTRICT BUFFER - CATEGORY C NOTE: LANDSCAPE SCREEN TO CONSIST OF 10' WIDE LANDSCAPED AREA WITH AT LEAST 3 TREES PER 10 LINEAR FEET DING 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 B-B NOT TO SCALE r NOT TO SCALE PIN 64-A-91 ;ADIA MOBILE PARK, INC. DB 350 PG 481 ZONING: RA USE: RESIDENTIAL ,GRAPH/GSCALE 50 25 0 50 700 IN FEET 1 7 inch = 50 ft. CATEGORY "C" ZONING BUFFER WITH LANDSCAPE SCREENING 40' EASTERN RED CEDAR OR t0 16' lO' 1O' LEYLAND CYRESS 2' 3' 3' 2' 3' 2' 2' 3' 2' 3' 1 3' 2' 3' 2' 2' 3' RED WZE OR LITTLE LfAf LINDEN a a6 Vkl aLiYl� Ax aavlg (2.0' Cs1UPER% SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. J4 STEEL REINFORCEMENT BARS ALL FIXTURES TO BE SHIELDED J3 STEEL REINFORCEMENT TIES 0 1'-6" O.C. TO PREVENT LIGHT SPILLAGE OFF SITE LIGHT POLE TO BE GALVANIZED STEEL PLAN WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 20 FT. 1" TOOLED E HAND RUB FINISH ON SURFACE OF CONCRETE AND FILL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE SURFACES. PAINT YELLOW ABOVE GRADE. FACE OF CURB � 8' GALVANIZED GROU ROD. BOND TO POL #3 STEEL REINFORCE TIES ® V-6" O.C. #4 STEEL REINFORCE BARS LIGHT POLE LIGHT POLE BASE KITH COVER PLATE NONSHRINK LOAD BEARING GROUT ANCHOR BOLTS FURNISHED WITH LIGHT POLE. BOLT SIZE PROJECTION AND BOLT CIRCLE PER MANUFACTURER'S RECOMMENDATION. 1'-8" 0 CONCRETE BASE P.V.C. CONDUIT AT 2'4" BELOW GRADE TO PANEL. DOTE: aLL UNDERGROUND WIRING i0 BE IN NON-METALLIC CONDUIT 1 NOT TO SCALE LIGHT POLE FOUNDATION DETAIL + LITHONIA KAD 40OW MH 4-AXTURE MOUNTING HEIGHT-20' DL LITHONIA KAD 40OW MH 3-FIXTURE MOUNTING HEIGHT-20' ALL EXTERIOR LIGHT FlXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF -SITE. Prune codominant leaders Prune rubbing or cross branches DO NOT stake or wrap trunk unless necessary Remove all togs 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 LENGTH OF SCREEN 1487 FT TREES REQUIRED, 3/10 FT-- 445 1/3 DECIDUOUS = 146 2/3 EVERGREEN =197 PROVIDE.149 LEYLAND CYPRESS 148 EASTERN RED CEDER 74 RED MAPLE 2.0" CALIPER 7-1 LITTLE LEAF LINDEN 2.0" CALIPER DO NOT prune terminal leader or branch tips 1 � Cf) iCf) z z w w ::�i s O O v v z > O U C) H z z IZ W W U ca EE Q ¢ U 0- � o 0 0 w w L C'0 w w cr, rr ©0® Prune narrow crotch angles and water spouts Prune broken branches Prune suckers 2"-3" mulch kept away from trunk Soil well to contain water = p: UNAMENDED backfill soil Partially backfill, water to settle soil, finish backfilling a Area for water drainage Leave solid soil pedestal - do not dig deeper than ball depth Dig hole 2-3 times root ball width TREE PLANTER DETAIL Flo scale PLANTING SCHEDULE COMMON NAME SIZE AT TIME OF PLANTING SPACING QUANTITY o PIN OAK 2" CAL. 0 6" HIGH AS SHOWN 16 RED MAPLE 2 CAL. 0 6" HIGH AS SHOWN 16 LEYLAND CYPRESS 4' MIN HEIGHT AS SHOWN 5 HETZ HOLLY 3 GAL. CONTAINER 3' O.C. 75 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 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 SO. 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. _j G1NlA cn _ C ZO -��'' a Q) N U) -N tl3 Q � Q m co CV 04 O 'c M M Cl) rn _ J U N �O r-- LO 006 (0 Q0 u, co cq LID 4O m x F- U_ to vi U `a >` aD G to -( O a) e-1 M 0) �� d w i C9 U ~ Y U x W LD W F— U w 0 x a - It O O w w 'O'^ 4J ' m wII Q ©' w > w V) U) 0 O Z Z —J O O U J z z Y z041 U _ U')w UJ _N o U LL_ e- I I W n 1 1 0 AU RF-000LR ���f¢z-s, sue-• " ,. , � -.0 a� 11 M 10; 01 = F t 4" DI CL52 6" WATER B-all drip PRECAST CONCRETE VAULT (MIN 6" FCSA APPROVED DOUBLE WALL} DIMENSIONS AS REQUfRED TO CHECK BACKFLOW ADEQUATLY HOUSE DCD/BP AND FDC. PREVENTOR. NOTE: 1. INSTALL FSCA APPROVED REMOTE READOUT FOR DOUBLE CHECK BACKFLOW PREVENTION ASSEMBLY ON THE TOP OF VAULT. THIS WILL ENABLE THE FCSA INSPECTOR TO RECORD THE READING WITHOUT ENTERING THE VAULT. LOCATION PER FCSA INSPECTOR. 2. CAST HATCH FLUSH WITH TOP OF VAULT. SET TOP OF VAULT 4" ABOVE FINISHED GRADE. 3. HATCH TO BE HALLIDAY PRODUCTS H1 W3648. 3. I a ucE m m ,to 685 PROF GRADE @ CL` r _ 12" MIN CLEAR I NCO I $» SDR 21 W/L \'\ 1 �+„ I concrete pad ' sq. x 6' deepi 680' _ MIN COVER ` x EX.GRADE @ CL ' a 18" MIN ':CLEAR '`- __ 8" SDR 21 4'stone- .� 675 , . ' ._.-_._ -- _ o _ L._---_ _____�. �_._. �_ _ -;_. __.0 t/ e box 36" min. / j % ;; f / \ O i N xLiJ i > w LL1'' Q X;_ Q;._-. .�_.-__-.-. w _ - _. .._-__........__-�___._.__........ i ._. m j..._ ¢_ _�... _.Z.. arkerf //j�//ii / X"�! Lr.f f �" } I ; (w�. 5 } LO �j w � mo w/ �' U LLJ m stone valve megalugged to main /f '/���/' I �j f/ % / / i r �? ~ ` ca 'W^. V) I V`L' r V) O SC W i T— f1. O - ; U_ t O megalu9s % [n Oo 1— Q CO megalugWI j f� t O �^ f 1 CO ' N I f! o ;x cal i i o co ti C> o C) m Ii C, +' I + d� rZ (Z> n r1) N or) a ►— + + N + + + - 18" l0 24' 81x 8"x 16' solid block 0+00 0+50 1+ 0 1+50 2+00 2+50 3+00 3+50 (for valves 12"and larger) Note: this detail is also used for butterfly valves GATE VALVE Figure 7 direction of setting to be approved prior to installation I _ as required oncrete pad I sq. x 6" deep r< 2" min. - 6• max. 4' stone screw type adjustable valve box ,ne stone to be minimum f of 6" above top of base I locator marker mechanical joint I swivel tee with ( 6' branch varies at properly line (see note 2) skid pad roadway box- 2 CTS polyethylene tubing (PET) 200 psi w/ SS inserts at all \ connections saddle with corporation stop P Iwater main I slop with PJ J bat valve curb t p (CTS) both ends JB44-777 w/ SS Inserts]; with 2' gate valve operating nut CUTOUT DETAIL (typical) cast in place access door, centered in top (sea note 1) - 2' max. , VSHH77-15SHC-11-77 2' custom setter (meter by FCSA) standard flat top for 4' diameter manhole finish / /_ grade c E _ 3'riser section for 4' r� diameter manhole N wilh cutouts 3' min. - +" 2' min. solid support blocks under custom setter 6' stone bedding C14-44 w/ SS inserts and MIP plastic plug NOTES: 1. Access door shall be by Halliday Products or our approved equal: a) in non -traffic area - model no. S1 R3030 b) in traffic area - model no. HIR2424 2. Water service crossing street: a) Encased in 6' diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across street, to one foot beyond sidewalk. b) Install 12 gauge insulated copper wire (for line tracing) from corp. stop to into the meter box I wrap wire around corp. stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball valve]. 1 1/2" and 2" METER INSTALLATION Figure 6 WATER LINE general ball general backfill (see note) (see note) concrete `-_ _-- _____-- 24" select backfill 24' select baok6il (see note) (see note) t— O.D. / 6° O.D. 112 O.D. stone stone STANDARD CONCRETE ARCH general backfill _general backfill see note see note 8._ - 24- select backfill 24- select backfill (see note) (see note) . I stoneL 6' i 12 O.D. O.D. f 6" L 6" 6" concrete concrete CONCRETE CRADLE CONCRETE ENCASEMENT NOTE: To be compacted to 95% of ASTM D698 maximum density. TRENCH & BEDDING Figure 1 square skid pad 6" 314" x 2" butyl joint sealant • ■via r r • • � r CA U ui C. o O +v-� v • U a) 0 .) z w LiJ Q to Q `' o :I_-� Cf)o - �Q aa)) -04 Q U U > Z 0 CC3 N T �' � z z w D- y C Q � M L. L,J CD O Q ZE 0 U > �- N O Q C W 06 O 0 o L� CL � a_ 0 C �.� .. � U) U) (a ) ((D o Z0 0 w cnLLj o in N o > c ill d Ln �t Lo LLJ w LJ w cr LJ. r...� U •L • L Q) _) tr W r Z a Q� U O a� o >Q aw w 1 CO z 0 O V) J — few ZD U_ ; L,_(l­_O_ _ Qfo Qf— Q oOf 685 v PROP.GRADE @;CL_._. LJ Z _ SAN LA X GRADE @ CL-�-'_- 4M1.N-_, 680iP A l; 0.50 % Q z 675 o W --I LLJX X X O to t9 t1 + V) 3: 00 t� cp �1 J r7 O d O CO� LO ~Z J - 4 2'o- J M0) I (vim II a w cQ i � II ZZZw T co ( Io II ZO a7 O� N (0 II O o O� —.—�tY x+C)XXWQ U wtn oNW it+0» cc6 + aa; + 01 (Dt W t7 i— W L i Z _ _ _ 1]- 0+00 0+50 1+00 1+50 2+00 GRAPHIC SCALE 50' 25' 0' 50' 700, 1 INCH = 50 ft. HORY / INCH = 5 ft. VERT. lop of manhole at grade in pavement areas unless otherwise directed (top shall be set 24, min. above grade in easement areas) concrete ASTMC-150 r 4000 PSI' waterproof coating 12" or 16' (typ.)- CS-55 by Conseal joints are to be sealed with '0' ring gasket 3/4' concrete anchor bolts (4 each) adjustment rings (11' max.) *x r 1' nominal size RV 30 butyl joint sealant applied between joints and on exterior side of joints variable 4'-0' — pipe to manhole 5 connection to be f by flexible sleeve invert channel to provide a 3'-0' min. smooth transition in to out, 4'-0' max. for all connections 2'-0' max. precast invert or grout r . " estop of bench wall same elev. as bottom to form channel D/2 top of pipe `a 6' bedding stone NOTES: 1. Manhole sections shalt have an external coating of approved polymer film water proofing prior to installation. 2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of water proofing. 3. Final slope adjustment of manhole frame may be by shims and non -shrink grout. 4, Skid pad to be placed around manholes located in shoulders of roads. 5. Flat top casting shall be used on shallow manhole (4 ft. or less) instaffations. STANDARD MANHOLE Figure 11 SANITARY SEWER R cast iron cleanout cap with brass plug must be 8° from the top of the screw type adjustable box finished grade concrete skid pad ��square 20 x 20'x 6' deep cast iron cieanout cap with brass Q4Q VALCO, Inc ),] plug having a countersunk square Fig. No. 71 BOB head Panella Model PA4SV-CSK (4•) lid marked with "SEWER' I I SDR 21 - Geanoui pipe bottom section of box r u brick base SDR 35 s i of b P- Y SDR 21 gasketed SDR 35 bell adapter gaskated bell wye sanitary (see note) SDR 35 gasketed sewer main SDR 21 bell 45' bend -� -S 6'stonebedding NOTE: If top of sewer main is greater than 15' deep, then wye and bend to be heavy wall SDR35. SEWER CLEANOUT Figure 16 0 0 N Q 0 N LL m � w YJ 0- W W (- L/L�I V / Q w O ~ Z o 00 cU s-- Z Z Y Z w U _ 10 J 04 -+ram. „r�'f• `'=!�� ZVI MT E_'W�111101 �i.�tr -�� I rlw�a'A � ! f' /1�r��. !�.-I-'��nl. l�•+ #i• - AerO„I� 1 • • '.� ' ' ' fir'%► �.r�►•! . . • , . . : . •T►�• � .`' •..r....; Ili. '�' .,;�1 '� . iA11 '"•r`��• C E7`11A ACA iT CII TED This modification is accomplished by placing filter fabric on the ground and placing 6-12 inches of gravel on top of the filter fabric. Perforated drain tubing or perforated pipe is laid on the gravel and temporarily grouted into the orifice. The end of the tubing or pipe is copped and the tubing or pipe is covered with 12-18 inches of gravel. Size of gravel is not critical if it is properly enclosed in filter fabric but numbers 7, 8, and 78 are recommended. The filter fabric is then folded around the gravel so that water must flow through the fabric before flowing through the gravel. Where drainage area is 8.4 acres , a 40-foot length of tubing or pipe is recommended. ROCK CHECK DAM �• D 'II 9 •. 60 2-10 ACRES OF DRAINAGE AREA: •�i;`� I,1►f1-'����;.:�+ram. s��49 ••..! VDOT #1 COARSE AGGREGATE FLOW SOURCE: VA. DSWC ti?I 3, CLASS I RIPRAP INSERTABLE SHEEP A59 cG e2 A `7- WHM STo. C0-3 0R CG_7 5 USED. r-o" 4• 11 PERIASSIBLE ADM STD. C4•4 • 12=1 MAX. 4611 MAX. I . 3 OR CG-6 SECTION A -A OK 101 MAI0.1M CONSTRUCTION 6 uAx B •SE TION B-8 fRRICATED OOL[S A 4•SQWe�.ANONG �� 2 A O{M1TAY Swu N SC =O: V N V U) TANGENT PLAN . CROSSWALK v� TYPICAL PLACEMENT CROSSWALK TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHNN CROSSWALK nM (WITH BUFFER STRIP) + TYPES A (PERPENDICULAR) APP i ATI N ALTERATIONS THIS oESICK l F Oo1MTRI r THAT �, o" Wo�le G FEET (. LA�(Dw (4r rocs qC o T Hw�RAT LEAD T SI FLIT Foe NEW NOTM CON6TRUCTIOIL 6 F ALTQIA7 - I. OE TECTAME WA110" TO 8E CLASS A-3 Cd I[ (CLASS A-4 IF PRECAST) WITH SiP R[$TANT NXGRAL IOLA.SZFi'ACE COVU00 THE FILL WHAM OF TIE RNM FLOOR EY 2 :007 r LENGTH M THE 0■FCTIDK OI TRAVEL, OTHER TYPES OF MATERIAL WM THE TRUNCATED DOW DETECTAKE WARNING MAY K USED WITH THE APP MAL OF THE EUNO.[R 2.THE DETECTABLE WARNING 9(Al SE PROVIDED SY TRUNCATED DOMES. TRUNCATED OO•ES To 8E STNAPEO TRUN8CATED DOME �TRASTI:,pGESCCOOLORRR W" OR THEE MADJ, CCEENT�a,WAuES (AD IOR T SWACCTHE SCINCLUDES TAIXIE W�O �E�S). LEE A DETAIL 3, SLOPING SOES.bNT') RAMPREP MAY L1B,.PO RM MONOL(TNCALLLpY��ROM /pRAW FLOOR OR SY USING/gP(E�ftIIISsEe�Lc OURED 2ii C C —TRUNCATED DOMED 4' IF RANP CCOMq(N1S/!T1[REt�1CCATyS10TgK�M�MPE � �E�ER PSLACE14NT E PWAIGED FOR FLOOR PAECl6raA SH LL BE CLA45 A 1. o'00000000 ROOR MO.N56A OF U FLOOR 6- FLA D T �ER TO CENTER ALONG BOTH SIDES OF THE RM0 ` 0 0 0 0 0 0 0 0 0 0 0 0 00 RVA9 6. CUCLAM GUTTER SLOPE TPNWIOM ADJACENT TO UJRM RANK ME INCLUDED N PAYMENT 0 0 0 0 0 0 o o 0 0 0 0 000 FOR CUPWCU(B AO GUTTOL A,�lpp 2'K- GC 7. WHEN USED N CONAJNCiTg1pN� MTN STNOIRNr IpI E CCG-3 R CG C01FTHE ( (A UM FACE ON TNB STANOAAO IS 0 0O 0 0 0 00 000 0000 �? TOBEAOMTEO10WAIWTHE O O O 0 0 O O O O 0 O O O O O B. CURB RAMS AK TO 8E LOCATED AS SHOWN ON THE PLANS OR AS DRECTEO BY THE ENGNEER, THEY ME TO 0 0 0 O O O 0 0 0 0 0 O O O BE MERSECT REAR Mi S� TE MF OF WAY OF A HECi1WAY 427, S A n� C_RQ104-SM� � g ER4 OR NO(E>RSfUFT. Tf[Y 0 0 0 0 0 0 0 0 0 0 0 O O O O QN�[{C,7[ �• p��E'� �[ e'1' >K, E>liLtR• D 0 0 0 0 0 0 0 0 0 0 0 0 0 VLMS T AWTf IA OONTIt(Oli IRDKTfi(CT 1F0 0 0 0-0 o ya s 0 O o 0 0 0 o SSSVVV H Y EEL 9F A FAGutY THAT �11( SE i PAYY LUIS vAwftt 9• •IITUMRAAPS LTtiE &" OFY KOTHE GM'AL OR ANGENTuIt SECilONS PROV10E8 THAT THE CURB OeOMG 6 PLACED DETECTAB WARNING q. KGUMMEMs OF ANTICIPATEDTIHIS EAVY T�RUOK TRAFFIC WWM FIEWRANDE THE CONCRETE sIOEWiLK DES PT" SHOULD TURNING W TO 7-. CG-12 DETECTABLE WARNING SURFACEVIONZAIM IIEV. 3A03 TYPE A (PERPENDICULAR) APPLICATION sW spy pg V■G7RM OEIMTMEM OF TRANSPORTATION - STONE CONSTRUCTION ENTRANCE GROUND 70' MIN. FILTER CLOTH 6" MIN. I Al SIDE ELEVATION 12' MIN.* 70' MIN. B WASHRACK I (OPTIONAL) VDQT #i POSITIVE DRAINAGE COURSE AGGREGATE B TO SEDIMENT TRAPPING DEVICE * MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN LAN VIEW REINFORCED CONCRETE SECTION A -A 6'-7" SECTION B-B EXISTING PAVEMENT 5:1 \ MOUNTABLE BERM (OPTIONAL) 10' MIN. DRAIN SPACE PLATE. 3.20-1 SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST N PLACE 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI F PRECAST. 3, COMBNATION CURB L CUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAO FOR AS RACIAL COMBINATION CURB S. GUTTER. 4•FOR USE WITH STABILIZED OPEN-GRADEO DRAINAGE LAYER,THE BOTTOM OF THE CURB AND GUTTER MALL BETE E5 ARALLfL HE TO TSLOPE OF AND TO THE DEPTH OF TT£ PCCOURR5AVELENT. 5. THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS 4- 2_ R N ON RURAL HIGHWAYS 45 WH OR UB LESS DEVELOPED URBAN 6 SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG•7 IS REOIARED. D 6" • )•:1' p D D w D -^D D • D _ D ---D ------ THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR COMBINATION' 6" CURB & GUTTER -1 502 VIRGY4A DEPATTMENT OF TRANSPORTATION THE BOTTOM OF THE CURB AND CUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COLINSES PROVIDED A MINIMUM DEPTH OF 7" IS MMNTANEO. CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. e �Illlif 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. G FLOW =1 EXTENSION OF FABRIC AND WIRE INTO THE TRENCH, Plate 3.02-1 SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 Shemood & Tyant 2D1D3 -NN- I' Overtop 4"x 4- WOOD RAIL 1'x 8' ROUGH SAWN BOARDS V-4' LONG, SLOPE FOR DRAINAGE STAGGERED OVERLAP 6'x 6' (TREATED) WOOD POST W/ POST BASE & - 5/ )' DW BOLTS 4'x 4!WOOD RAIL 6' OONCROE SLAB W/ 6x6 A 1HRE MESH (SEAL. CONCRETE SLAB AGAINST GREASE ABSORPTION) 7- VDOT CG-6 zo 12' DLl CONCRETE rl EXPki" JOINT AT FOOTING \ EACH POST FOOTING (TYPICAL OF 4) SECTION A 0` (2) 6. CONCRETE _)_. lr 0 FILLED POST 10 101 9DRIYE ON cAws 7DIMENSIONS WAY vERrr �_FOR SOLID CONNECTIONS 0 ADAISTABLE F9NGE (TYNCAL 4r"" 3' SQUARE — STEEL TUBING 1 SQUARE SIM TugSHOP WELD - All JOBITS A 6' 6• a g 8 W4 DRILL HOLES IN CONCRETE TO LOCK GATES IN OPEN AND CLOSED POSITIONS. (2) 24- LONG 3/8- RODS e GRADE GRADE 20 u — 6* _ _ _ _ _ _ — — _ (CON(. APRON) ----- `2 I 8 ROUGH SAWN BOARD 6•-4' LONG Wf1H 3/8' SP IIETwE> N BOARDS 3' FRONT ELEVATION STANDARD TRASH ENCLOSURE DETAIL V ui z0 4-4 Q. � o Ct LID �' • U °' coo LLJ 0 `� Q O 0- N N C o U) _ z F- N b� a C Q J C o CD CD w Cr W C us (.0 (D o u3 W �t LAJ O'j C i` C LL•) Lf0 (_1n O T CIO I.L• LL T LL LLJ • v-4 Cn U) • L � l4 i _ � (n Z ' c ui O • te�nn (L w �J 0 O W Z g W U �+M W J F- F- Z N < > 1 LL- V J v W i W W W O of CL U Z NN p cn Q w '1 v ' m qQ O W F W Q W U) (Un (n 00 z p Q O UV W of z z x zN w i J N ra r') 0 L_ W— I a J �� a