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HomeMy WebLinkAbout30-05 Lake Holiday Est. Coun. Ci - Bus Pickup & RV Storage - Gainesboro - Backfile (2)T GENERAL CONSTRUCTION NOTES 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care inthis work so as to avoid damage to any utilities. Any damage shall be the contractors responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call Miss Utili{y° 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 mmediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. FREDREICK COUNTY SANITATION AUTHORITY 1. The Authority s Water and Sewer Standards and Specifications are available at www.fcsa-water.com . 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSAL) approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority ICA L-,I\ requirements. a ti A - i 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 have a fire service meter assembly and a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio read remotes are required. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times duringconstruction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and saging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any Time. VIRGINIA DEPARTMENT OF TRANSPORTATION V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern V2. All construction shall comp) with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA, and Virginia Occupational Safety do 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 floggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole 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, coves, 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 on 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. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 957 of theoretical maximium 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 specked 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 specked. 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 VIM-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. 1 all] a VT 0121-aw-51 i MCI it I 1110 F LOCAL UTILITIES Frederick County Sanitation Authority P. 0. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre Alleghany Power 3463 Valley Pike Winchester, Virginia (540) 722-5852 Verizon 404 Hallandale Lane Winchester, Virginia (540) 665-3156 22604 P.O.C. Cindy Laing t P.O.C. a Adelphia Cable 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667-0364 P.O.C. Brett Liles Shenandoah P. 1 Box 2400 Winchester, Virginia 4'' 869-1111 22604 P.O.C. Tim Hockman i '1 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 schedulle the required erosion and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. 3. Prior to release of building permits, the following items shall be completed: a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified as -built of thr subdivision which contains the following items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the as -built which states that the subdivision has been constructed in accordance with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 5. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 7. All unpaved areas of the site which ore disturbed by this construction shall be provided with 6" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. Owner/Developers LAKE HOLIDAY ESTATES COUNTRY CLUB 231 Redland Road Cross Junction, Virginia 22625 Phone- 540-888-3549 Approved by Frederick County Zoning Administrator S' Site Plan Approval Valid for 5 Years From Date Shown Hence Date att®n Harris Rust & ssec Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly ._ imite 200 Winchester, VA `I •: 540.665.0493 I Project Number* 120903-2 - Sheet Number 1- of _ Will' ` �, 'i'!` 1 -3-9 8 JAMIE J. RO INST ZT USV" F71", �h i,;,� �� , W -"f! P 7�W e; 7� 7 X1 V AL "j, o IP 18-A-2713 -22 CHARLES LIZER D, A & LINDA W. HICKS -,D13 -590 PG.550 18-A-22A DB 518 PG.1109 ZONED:� RA CAROLYN TINCHER ZONED: RA USE: RESIDENTIAL iv; 4�, �Vf USE: RESIDENTIAL INSTR 020005104 ZONED : RA jw1w I ICE' . DE"C11117KITIA1 1z LUNW: KA x Imm ONED:R5 USE: RESIDENTIAL z V 01 Lzz2s4 xjw J 00 xsw SCHOOL BUS Irg /j, BELL PICKUP FACILITY �1 7`PQ 18-A-20A k 726 Z60 RA LAKE HWDAY ESTATES UTILITY CO. 0 4 -ANSTIR 020004 ZONED x1kw USE PUB xml K 8 A�jt, �CLUB` LAKE HOLI�A NTRI 18-A-271) an DB 590i -A-21 F $.550 18 ZO )AY ESTATES UT1tJTY CO. LAKE HOLIDAY COUNTRY CLUB e' DB 590 PG-550 USE: VACANT DB. 788 PG. 1287 ZONED R5 ZONED: R5 xk USE: VACANT USE PUBLIC UTHJTY J 9A 4 4 ,LUB, INC. 676 8 ��2 'C G SUMMIT CLUB INC. -7 X# f r, r, ZONED : R5 0,f =CREATION USE V, 'P A , V5, Z`x _4 P .4 '4 j ijf, N A 4. I" " - , I- I - 444 ,ZRONALD A. MISLOWSKY. JR. 0 NO. 020674 0 1 PER AGENCY COMMENTS 6-7-051 1 1 1 1 NO. DESCRIPTION DATE -I WWD MWDI APWD I DATE REVISION LAK E H 0 Ll DAY ESTATES SCHOOL BUS PICKUP FACILRY RECREATION VEHICLE STORAGE AREA GAINESBORO MAGISTERIAL DISTRICT FREDERICK COUNTY, VA r K EY MAP Pa tto n H a r ris Ru st & Associ a tes, PC Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 + Winchester, VA 22601 T 540.667.2139 F 540.665.0493 CO. PLAN # DESIGN RAM. SURVEY DRAWN DATE J.D.S. MAYt 2005 CHECKED SME RAM. 120' SHEET RLE NO. 2 OF 7 1 12090 3- i�;T►YY1��l�YI��I�Ililil COMMON NAME SIZE AT TIME OF PLANTING SPACING QUANTITY (PH. 1) QUANTITY (PH. 2) U PIN OAK 2' CAL ® 6' HIGH AS SHOWN 13 13 RED MAPLE 2' CAL 0 6' HIGH AS SHOWN 13 13 + 40OW HPS 4-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. SEEDING REQUIREMENTS ALL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM 4' OF TOPSOIL AND BE SEEDED AS FOLLOWS: 9.5' 3' 9.5' 2-3 LBS. MARKON KENTUCKY BLUEGRASS PER 1,000 SO. FT. 921.90 1 LB. ANNUAL RYE PER 1,000 SQ. FT. 70-120 LBS. MULCH PER 1,000 SQ. FT. �� �j 920.70 FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE STORAGE TESTING PERFORMED AT TiME OF CONSTRUCTION. AT A 22 Fj -4' PVC MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SO. FT. 918.75 ,;r918.50 MAINTENANCE OF LANDSCAPE NOTE: DEBRIS CAGE ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY THE OWNER 4' GRAVEL OUTLET PROTECTION 'x4 ALL PLANTINGS SHALL CONFORM W/165-36B OF FREDERICK CO. ZONING ORDINANCE SEON B B ANY PLANT SUBSTiMONS MUST BE APPROVED BY THE FREDERICK COUNTY N.T.S. PLANNING DEPARTMENT. Culvert Summary LAKE HOLIDAY BUS PARKING Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 1 925.00 924.50 44 15 1.14 CPP 2 923.00 1 919.50 80 15 4.38 1 CPP 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 80CA AND A117.1-92. 4.NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5. ALL UTILITIES TO BE PLACED UNDERGROUND B.SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35. MAX. SIGN Al 150 S.F. 9.NO OUTDOOR STORAGE PROPOSED. 10. ARELANE MARKING SHALL BE PROVIDED AT ALL FiRE HYDRANT AND THE F.D.C. THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF PROJECT SUMMARY TAX IDENTIFICATION NUMBER 18-A-21D EXISTING PARCEL AREA 6.93 ACRES DEVELOPED SITE AREA 6.93 ACRES ZONING R5 ADDRESS 231 REDIAND ROAD CURRENT USE VACANT PROPOSED USE SCHOOL BUS PICKUP FACILITY DISTURBED AREA 2.38 ACRES PARKING SPACES PROVIDED PHASE 1 PHASE 2 62 STD. 82 STD. 6 H.C. 0 H.C. THE ARE MARSHALL 68 TOTAL 82 TOTAL 11. ALL OUTDOOR LIGHTING SHOULD BE SHOEBOX TYPE TO PREVENT LIGHT PAVEMENT AREA (PHASE 1) 32,163 S.F. POLLUTION TO APPROACHING OR DEPARTING AIRCRAFT. PAVEMENT TREES REQUIRED(PH 1) 17 @ 1/2000 S.F. PAVEMENT TREES PROViDED(PH 1) 18 u INTERIOR TREES REQUIRED(PH 1) 7 (1/10 SPACES) INTERIOR TREES PROVIDED(PH 1) 8 �i FINISHED `POND~� TOTAL TREES REQUIRED(PH 1) 24 r BOTTOM=918.75 MIN. �� i �` TOTAL TREES PROVIDED(PH 1) 26 PARKING LOT LANDSCAPING REQUIRED 1,624 S.F. ® 5%(PH 1) VDOTsCL-A1� RIP RAP ' / EXISTING -----"-` - '' ILDINGI l i+ ``~_ PARKING LOT LANDSCAPING PROVIDED 1,750 S.F. (PH 1) L=2 , W=32 �F �� � (TO REMAIN) � �' ' r ''' /' 4 IX 023.45 '', PAVEMENT AREA (PHASE 2) 24,244 S.F. MHO , i PAVEMENT TREES REQUIRED(PH 2) 13 ® 1/2000 S.F. RY --3' `� i PAVEMENT TREES PROVIDED(PH 2) 17 �r `� 3 INTERIOR TREES REQUIRED PH 2 9 1 10 SPACES PRO DE ES- EC-1 i ',. INTERIOR TREES PROVIDED(PH 2) 9 VDOT CL Al RIP RAP L=2' W-32' i' TEMPORARY i Shy L- , W=6' Al RIPRAP rr' ' TOTAL TREES REQUIRED(PH 2) 22 v.. , - ,SEDIMENT TRAP r . OUT=9 4.50 I C7 TOTAL TREES PROVIDED(PH 2} 26 �0 ,/ 920` EXISTING TREE �' Q I: PARKING LOT LANDSCAPING REQUIRED 1212 S.F. 0 5%(PH 2) VDOT CL Al RIP RAP GRADING % ' ` ' ' �� PARKING LOT LANDSCAPING PROVIDED 1,350 S.F. (PH 2) L=4 , W=4 -,. TO REMAIN t' ` - _ - 921.90,E -.... , , PROVIDE TREE` 920.70 f ' SHOULD THIS PARKIN LOT BE USED v W ;' ' PROTECTION ' i -\9/8 `9�0 ,' a 70 ' ' ~ ' - OT CL Al RIP RAP �' E w, , 9 2 FOR ANY OTHER PURPOSE OTHER THAN 6• �.� j RFCD --.. I TREE -1 ....., WITH - PROVIDE EE ASSOCIATED - � 4 PICKUP EVERGREEN o w= - � PARKING TED THE SCHOOL � � � • , / ,' PROTECTION �'" `' �� �2�.40,'; ' BUS P AREA, A 36' / g19.50i - ! , a HEDGE WILL NEED TO BE PRINTED ALONG ' - SF - Sf 920.70 PROVIDE iNVOUT ' 922 _ ~ THE PARKING SPACES FACING WHITE __.l _ _- ___- - - -- _ _ �.-. - 921.90 +( -- PINE PLACE. M7 vt ell � MT 11).00 _j 7--,F - 7�;= 7-1- 7---1 C:�'�, I 0 it r �,� - -.y 1221 9 PM ES ! ,� I"___� � 1 � I 0 PA ES - - � � � STANDARD VDOT CG - o CO ETE HEEL STOP .05� ' ' COMMERCIAL ENTRA CE 'NO EXIT - C�� CG 7 r.33 5 RCP 0 1.14% / T" C 44 -1 ,- PROVIDE TEMP �iIIHEEL 92Z.75 f . 0 9 5 TC ST PS-{PHAS , ' . Tc ` � __ � ,R• - o '' �_. � . h,©' 5 FI'. CONC. � , �-%�'O � � sue"► 9.00f r SIDEWALK �.: / 2_ -PAGES / _ TYP. :{ Ex�sTE�v �, 8.5� I' �� 1 1 1 1 1 1 1 - 14 S AC ; S 24.00 tP P a / _ - - � :.� UNPAVED SA92500EC191 8.l 5LiN. IN.i0 C(10 24.00 9.0278p.rw - � c� a' 61 �0� /I /!( S 20I,AESI 14�[�AC , o � 9.0} w 5�CURB �F C 1 TYP. 4. -- / 24" INLINE DRAINS _J GRADING FOR4UTURE PHASE ...,._ li 925.75 _ t, 8' X 16' UNDETAINED ' !� INV.= 923.00 �y T C SHELTER / "Cf _ r _ � - ! , ,,.r f''"1 1, PROPOSED SIGN EXISTING TREE -' ". B � �-, .- � , � '' "ONE WAY DO NOT ENTER" �- --- ----' / / TO REMAIN / , 930 02 (/ I I I ! ,� _(lr ,\� T '00,�-.:._ . _ ` - __. _9.OQ' _ o _ P S - 930.60 TYP. �� rn .00' Q-. ' , `` ` rr�^�--.-..1._1�._-..�_ - 24.002 �/ .•�`' \ `�) f �r�) ' \^�, \ ' .-w•_.i .ems .(�''`-y., s _- +rrw .ter` J \`L o 9.F 1 o �` C�47 �; `a-- --- �i l 4 f{ o 9 Q P PROVIDE TREE �`,. _ "f `'} � � W ��_ ♦��' ~ �L v PROTECTION - oo' 'Qo, GE SHOULD TO SHEET FLOW J STOP SIGN AND B "` �; EXISTING ONE WAY DO N01 NTEI a, ENTRANCE 'co 0 i .+ x RELOCATED POLE MO TED HANDICAP PARKING �' '( 9 X PROVIDE TREE # X A WHITE PINE PLACE X GATE SIGNS INS ED PER VIRGINiA 7„ '� ��'� `~ PROTECTION Qp `I 9 STATE CODE- ECTION" 36-99.11. R .(SIX ~REQUI E x 934 421` 934.31 /- ,� N , ��°► - _ _ RELOCATE _ l \, 4>, • '' - - - - - - - -------- ,► _ - - - - EX. GATE Q0 AN ' f \ h N fQ0 - r S IGN w CD_ ' TU sw 10 0 20 40 _ - ,� C]. x 4 93T 1 X 1 ( IN FEET) _ _ inch 20 ft. - - X r1 n V r 00 JJ 1 ! 2 REVISED PER AGENCY COMMENTS 6-28-05 JDS 1 REVISED PER AGENCY COMMENTS 6-8-05 JDS NO. DESCRIPTION DATE REVS'D REVW'D I APRV'0 I DATE REVISION rrrr i rrrr s r Z - • • .� NO. 020674 PROPOSED STANDARD PAVED AREA .................... - C (8fn111a10US PRUE & DOUKE SEAL) PROPOSED HEAVY DUTY PAVED AREA ..................... (1.5' SM125A/3' 8105.0/6' VDOT 21B) - --- PROPOSED COMCFM AREA ....................... ; -1 PROPOSED STORM DRAYAGE do STRUC )RE ............... �.. PROPOSED GRADE ................................ TEWPORARY GRADE ................................ EX1STiNG GRADE ................................... PROPOSED TRETIM................................. U INLET PROTECTION ................................... IP SILT F17iCE....................................... SF SF - PRE DEV. DRAW AM ............................ POST ON DRA E AREA ............................ - THE OF CONCENTRATION 80UNDARY..................... M in pq M 19 E Sm STRUCTURE KOM .......................... O �°'�` LAK E HOLIDAY ESTATES SCHOOL BUS PICKUP FACILITY RECREATION VEHICLE STORAGE AREA GAINES60RO MAGISTERIAL DISTRICT FREDERICK COUNTY, VA Storm Structure Summary STR top to Cul out INV (ft.) St. No, Inv. In Inv. Out Top Elv. Type Throat H(req'd) 1 - 925.00 926.25 ES-1 0 - 0.0 2 - 923.00 925.75 ID - 2.8 2.4 OUTLET PROTECTION SUMMARY Culvert Width Length Depth Riprap feet feet feet Class 1 6 8.0 1.7 IA 2 6 10 1.7 IA nTLE SITE DEVELOPMENT PLAN SCHOOL BUS PICKUP AREA Patton H arris Rust & Associates, pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 + Winchester, VA 22601 T 540.667.2139 F 540.665.0493 CO. PLAN # DESIGN RAM. SURVEY DRAWN DATE J.D.S. MAY, 2005 CHECKED SCAt.E R.A.M. 1 "=20' SHEET Fl�12090 3 OF 7 3--2 IL 1 jl /j ! ! I I j j + ! 4 / + 1 + I I co 1 , 1 51 l i I , ` I , l 1 x 000 ?0RFCD 1 1 002 / JJ ,✓ ,r rr'� / � �-`f rrr / � �,✓' / � � /' ! J � I !! 1 j i � ! i I � � /' ` ' If 1 € f +r € 1 ! 1 ! !r rr /r / '' ,,-�''f - ,rr / r' /r' Q /! / ' / � I I � I ! f 1 "�•••, � Q o'lp� �� DO N0 // , !! ✓ / / / / rr �1� / % !' J J UNTIL'TFISUAf A ISSTABI ZED' D ,. WITH %GRAVEL) / ,/ r/ ✓/ J! J JJ !✓ !✓ /// / / // �r/' rr' �, ' ,✓ /' I I 1 / -1008 err , /rr '/ ✓/' / /,✓' JJJ ,/r ,!!' / / ,'�� / ' r'r / .''" � / ��/ �/ ,r //r! !' / Ir '1 j+ J J �� �� 1 '' J ''' ,� ✓ ,' , r ! ✓ ! , ,r �= /x�� r ✓! ! / f ! + t I € 1 / ` ,r ` Q�� !' ,! !` !/ / ✓` !✓ !! // / � ,r/ /err / 44 ® /! ,! ,/ /! / /' /` ,✓ /! / r` ` /r � /r '/ �� 'ram / ! I I I ! i '\1-.,/" •` 1 , � / 1 + I I I i / I i j I TEMP. DITCH /r I M1; j _,-,DITCH 48 1 B !y RFCD ' / - ! 97/4.60 � / , / � �/ / J' /'' err //'SED14M Tw Outo)TOP Af 972;0 ,r 73 fi !' // J' JJ! ' _ 967.06 / / NV. OUT ' ( / _. 40* ---------------- 44 l / /' l r r / 969100 �. CAP CULVERTS IN .PW�SE 1I 1 � / ,J ` - _____ J / , � � ( 1 ! , / ! r , INV. { IN I I / J ` .' /' / 0 /' ` A- / / /4'X6-VDOT CI AS§ Al / RJPI(AP OUTLET PWi6ON /g 67.00 0 !,' // !! /! /;' ✓r // / ' - r,J / !j ( ii i 1 l j ,� 1/ !/ JJJ /' / !r/ rf, % rr rj rr lfj j / ' �' ,'' !!! / ! '! /! r' ✓✓ r - � ' !! r J I I ', I I + !1 rj JJ � J/r .'' !! ' ,.`;:% rl ! ...: ! ; '� !! r,� INV. OUT ,, ' / 69.gb _,... INV. )IN 9 7.00 - 973.50 / JJ /INV. OUT' EbIMfN'f TRAM OU�fL�ET TO AT 9y2A--- 1 0g� I -. / / / / I I 1 y i €1 ( // /'` /''/ - ✓ / �' /' '! rr //I JJ ' l j /, / ,! !! !'!/ '''________-= ' ✓rr J / jl I 1 j � I tl ! � � j /' !' - r y __.� \_._ `'-Y ,,,''�' rrrr /'r ,`! % // - /f,, 1f ! + `/ / /!/ r' !' // 9'�Q �� !! !J / /j � � � � I j I € 11 II r � - -- / / ��r /� r rrr rrr / / . ✓' � � ,/�. _ / r Ile 969.00 / ,.. INV. IN / 969.00 INV IN------- � / / ,J !� !� jl l r1 I , / 1 /' j' / /,' " : 1�0Yb'0 r �'k r 973.50.IN /` I r' r/ / / /r - /r r/ ,✓ !! / l I l l % l l ! l j /�"---1010 -i� r' , ; j / \ / \ I d ` 974 60 -,-' / �' r ,! ' / lj l ' j / ,' ; j 1008 !r , aP , �— / r 5 �/ 1009.00 I INV. OI f / r 1012 // i /; F (f w 11020 AM t 30 15 ; 0 ! 30 60 11 09 1N +FEET \ 1 inch ;= 30 ft. ` I j ; . _ i i ,�T .`.+! DITCH. � � '_-----,- • ._ \ __) '� , -��' .. ..- � ice' _.•'-�' _� � i� � ,i''J\% -'*v'r , 1 ri UP Z RONALD A. MISLOWSKY, 1R. Z O NO. 020674 U NO. I DESCRIPTION I DATE I REVS'D I K W'D I APRYD IDATE 1014.00 ! INV. OUT _w-- — 010 jOlx'��•- ( DITCH ' 1`B l r l V\ p°"" LAKE HOLIDAY ESTATES SCHOOL BUS PICKUP FACILITY RECREATION VEHICLE STORAGE AREA GAINESBORO MAGISTERIAL DISTRICT FREDERICK COUNTY, VA 1014.010 3- l C6 f 6 "NV IN - - _ IP'4 in am m ME m am9m No mm Im my mg NXd'i Now 4— RK A A SEDIMENT & EROSION CONTROL PLAN PHASE ONE Patton H arris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 + Winchester, VA 22601 T 540.667.2139 F 540.665.0493 Cn- PI AN DESIGN R.A.M. SURVEY DRAWN DATE J.D.S. MAY, 2005 CHECKED SCALE R.A.M. 1 "-30' SHEET FlLE 4 of 7 1 12090 3-2 _ _ _ - i _ _ 1 _ _ _ _----- - _ _ --- _ --- ---- _ __ _ _ _ _ _ _ l _ -- _ _ _ _ -- — a`:, i g �' / �\ r" �.. ! r/ � � \ / � 1 . � �o- ��. r ��.' �T ,, � G-> � - (`�[� 'i V r1� ',, ��� �1 y:�, ,� t ,,'r''� � .� --.r�{ �;%%� .-,, , i' PLANTING SCHEDULE OUTLET PROTECTION SUMMARY Culvert Width Length Depth Riprap feet feet feet Class 1 9 8.0 1.7 IA 3 7 6 1.7 7 6 1.76 UIA5 7 6 1.7 Culvert Summary LAKE HOLIDAY RV PARKING Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 1 982.58 976.00 90 15 7.31 CPP 2 986.58 982.78 88 15 4.32 CPP 3 984.06 983.50 59 15 0.95 CPP 4 984.58 984.26 64 15 0.50 CPP 5 1010.00 1009.00 124 15 0.81 CPP 6 1014.00 1011.00 90 15 3.33 CPP Note CPP pipe to be Grumpler Smooth Core or equivalent LAKE HOLIDAY RV PARKING H STR top Storm Structure Summary - Cut out Str. No. Inv. in Inv. Out Top Elv. Type Throat INV (ft.) H(req'd) 1 982.78 982.58 985.00 DI-1 - 2.4 2.4 2 - 986.58 989.00 DI-1 - 2.4 2.4 3 984.26 984.06 989.00 DI-1 - 4.9 2.4 4 - 984.58 987.00 DI-1 - 2.4 2.4 5 - 1 010.00 1010.00 E 1 S- 1 - 0,0 6 - 1014.00 1014.00 ES-1 1 - 0.0 6 OPAQUE BOARD N ARD E �n t~n 20' 1 20' 20' 11 ! 4 X6 Wy CLASS Al I + 10' 10' 10' 10' i i r! i RIPkAP 0 PROTECTION ! r I I 0 0 1 o o 11INV. zo rrk SCREENING DETAIL / / 1 ' i 11 .]OUT ' : 1 f' ,z•;� .,,986.50 411 ! -DITCH 46 ' 0011 PROVIDE 6 FT. OPAQUE BOARD ON BOARD FENCE. SET 3 FT. BEHIND PAVEMENT. COMMON NAME SiZE AT TIME OF PLANTING SPACING QUANTITY 0 PIN OAK 2' CAL 0 6' HIGH AS SHOWN 6 RED MAPLE 2' CAL D 6' HIGH AS SHOWN 5 LEYLAND CYPRESS 2' CAL 0 6' HIGH AS SHOWN 65 o EASTERN RED CEDAR 2' CAL 0 6' HIGH AS SHOWN 61 ' o III ►ll ALL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM 4' OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS. MARKON KENTUCKY BLUEGRASS PER 1,000 SQ. FT. 1 LB. ANNUAL RYE PER 1,000 SO. FT. 70-120 LBS. MULCH PER 1,000 SO. FT. FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE TESTING PERFORMED AT TiME OF CONSTRUCTION. AT A MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SQ. FT. / !' r1 ', y o / , k CO2 °�° LITHONIA KAD 400W MH 4-FIXTURE MOUNTING HEIGHT-20' 04 IP'' Z(Q P ES ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED / /' /' ,/' ✓,' ,r ' 1 -�' - , ; t DO SO THAT DIRECT OR REFRACTED LIGHT FROM THE 0 , ' l cy FIXTURE IS NOT USABLE FROM OFF -SITE. FCD fir' / ,/ / // / ✓✓ Jrl '' a ,r-`5'' ; �� �� ,r Tfl;. i � + "�-_ � r_ j` ,- IP / 1 12.5f , l cT , i , RFC ' / D ti r Ii�iG.R/ 0 9/f3.5M ROW, 1 F 735 4 ? O t .. ✓ r _ - - r , 1` 1 % / �'\ �' l / ' ' - / � �' 1, •` 1` ;' / � ;%/ �.._.� /._ 967.Od ` INV. OUT !I : : 1 / s ,cb,. DD 1 , - r W W Q 1 W l 4 / / ! / / / / � �� ` I i I � •' ,'- � � , OO� � t0- 0 V)I 1r� / J r , / //967.00 i a i INV. Opt i t ©0 30 0 36 0.00' O.Oq' 30. 0' 30.00' 0 0.0 30.00 0.0 - 0 30A0 30.0 / / ! IV INV. OUT /IN , I ' - ,' r / 973.50W.00 / / / ,INV. OUT � a " - t DD t PR VIDE/,EC ,2 F, 9 4�' -"�INV. IN % ND1 _ / INV. D CH 3B C "`' 101600, rrr / , � ` , / r %,� / / o RFC(// 11 INV. IN ' ' 973 5 � - . 0 ' 974.60FC OWNER SI�AI.I_ CAREFULLY LEMENT .THE- MAINTENANCE � ' / - / / 10 S IMENf TRAP - /,' PLAN FOR PONDS I , AREA,- iT IS CRTi1CAL THAT / THE TRENCH DRAINS BE KEPT CLEAR OF DEBi IS TO / ENSURE PROPER OPERATION. I I � i ' i 30 41 15 0 � 30 60 // /! // !,! i . ./ - Y" - `�� �/`._.� � � 'OUTLET IN FEEtj t,1 inch = 30\ ft DITC 3 REVISED PER AGENCY COMMENTS 7-11-05 JDS 2 REVISED PER AGENCY COMMENTS 6-29-05 JDS 1 REVISED PER AGENCY COMMENTS 6-8-05 JDS NO. DESCRIPTION DATE REVS'D REWD AP'RV'D DATE REVISION Z RONALD A. MiSLOWSKY, JR. Z NO. 020674 _ / w O O o � , , , --- _--i'..`"1•' / 1009.00 ' � r , , \ � .a---�, � '\ ---'. E7U5tMIG 1R� 8t1FFER l i 4� INV. OUT/ -r y / 1014.00 O / i o J -_i INV. OUT L ;� 6 1014.00 , a C6 INV. IN 10 0,118 ` 10 1012 ;' -�-5` T. i < .- . • F MASTERS "�f'--y-'`� V / `"�"T LAKE HOLIDAY ESTATES SCHOOL BUS PICKUP FACILITY R EC R E.A`I`ION VEHICLE STORAGE AREA GAINESBORO MAGISTERIAL DISTRICT FREDERICK COUNTY, VA 'RECREATIONAL VEHICLE STORAG SEDIMENT & EROSION CONTROL PLAN PHASE TWO Patton H arris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 + Winchester, VA 22601 T 540.667.2139 F 540.665.0493 PROJECT SUMMARY TAX IDENTIFICATION NUMBER 18-A-21 D EXISTING PARCEL AREA 10.73 ACRES DEVELOPED SiTE AREA 10.73 ACRES ZONING R5 ADDRESS _-MASTERS DRIVE CURRENT USE VACANT PROPOSED USE RV STORAGE AREA DISTURBED AREA 6.38 ACRES PARKING SPACES PROVIDED 221 GRAVEL STORAGE AREA 140,238 S.F. PAVEMENT AREA 5,369 S.F. PAVEMENT TREES REQUIRED 3 0 1/2000 S.F. PAVEMENT TREES PROVIDED 3 INTERIOR TREES REQUIRED 0 INTERIOR TREES PROVIDED 8 TOTAL TREES REQUIRED 3 TOTAL TREES PROVIDED 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 BOCA AND A117.1-92. 4.NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5. ALL UTILITIES TO BE PLACED UNDERGROUND 8.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. 9.NO OUTDOOR STORAGE PROPOSED. 10. 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 11. ALL OUTDOOR LIGHTING SHOULD BE SHOEBOX TYPE TO PREVENT LIGHT POLLUTION TO APPROACHING OR DEPARTING AIRCRAFT. I� PROPOSED GRAVEL STORAGE AREA ..................... PROPOSED E)OSIRIG PROPOSED PROPOSED DRARIAGE EIJISTIEIG PROPOSED PROPOSED PROPOSED OONSiRIICTI PROPOSED SILT SN DIVERSION DRAMA( 1ME STEEP WAVY DULY PAVED AREA ................... STORM DR00GE do SiMJCRW .............-- STORM DRAINAGE & STRLICIURE ............ n -- CIM dr GUTfER ....................... FLOW ................................... GRADE • ............................... _ GRADE ................................ EASEMENT AREA ....................... - - SILT FENCE ........................... SF N ENTRANCE ...................... r CE EC-1• ............................... ? FENCE NO PROTECTION .................... I P T FENCE D flff PROTECTION ............. • ...... O P Q DD DICE ................................ DW................................ OF CONCENTRATiON .............. ............ SLOPE PROTECTION ....................... n" \TAT 21B �OMPACTED SUBGRADE STORAGE AREA SECTION Not to Scale 1.5" SM12.5A 3" BM25.0 /-- 8" VDOT 21 B /- WELL COMPACTED SUBGRADE HEAVY PAVEMENT SECTION Not to Scale CO. PLAN # DESIGN R.A.M. SURVEY DRAWN DATE J.D.S. MAY, 2005 CHECKED SCALE, 1 "=30' SHEET FILE NO. 5 of 7 12090 3-2 / / / / SECTION A PARKING LOT OLD BRADDOCK RD. VA. ROUTE 701 SAWCUT EDGE PROVIDE TACKCOAT EX. EDGE OF VDOT CG-7 PAVEMENT CROSS SLO1.5" SM-12.5A � PE- 29' 3" BM-25.0 UNLESS OTHERWISE NOTED „ 6 21 B EXTEND 21 B WEtL COMPACTED SUBGRADE 1 fT BEYOND BACII OF CURB ENTRANCE WIDENING BUS PICKUP SITE VIRGINIA ROUTE 701 2900 TRIPS PER DAY TEMPORARY SEDIMENT BASIN BASIN EMERGENCY OVERFLOW ELEV -A 973.90 TOP OF EMBANKMENTELEV - 8 974A EMBANKMENT TOP WIDTH (MINIMUM)( tT 131 10 OUTSIDE EMBANKMENT SIDE SLOPE (FEET HORIZONTAL TO 1 VERTICALE132 3 INSIDE EMBANKMENT SIDE SLOPE (FEET HORIZONTAL TO I VERTICAL}B3 3 RIP RAP VOLUME CL A1(C.Y.) - C NONE DISCHARGE PIPE DIAMETER (tN) - D 30 DISCHARGE PIPE INV. OUT -E 968 aEAW&W SIDE SLOPE HORIZONTAL (83) TO 1 VERWAL DISCHARGE PIPE LENGTH (FT) - F 38 DISCHARGE PIPE SLOPE I[%) - G 52 DISCHARGE PIPE INV. ON) - H 970 DISCHARGE PIPE TYPE - H2 CUP OUTLET STRUCTURE TYPE-1 4'CMPSP OUTLET STRUCTURE TOP -J 972M OUTLET STRUCTURE ORIFICE INVERT - L NONE TWO YEAR STORM ELEV -M 973.13 awffia"TSIDE SLOPE I WR AL TEN YEAR STORM ELEV - N 973.51 25 YEAR STORM ELEV - Nt 973.61 100 YEAR STORM ELEV - 0 973.74 CLAY CORE TOP -P 973.5 ANTISEEPCOLLAR DHENSIONON) -0 84 8 EMERGENCY OVERFLOW WEIRLENGTH(FT) -R 20 TEMPORARY PVC STUB INVERT ELEV: S 970.90 TEMPORARY PVC STUB DRAM ON) - T 4 DEBRIS CAGE REQUIRED YES 1 NO NO TRASH RACK (TR) REQUIRED YES 1 NO YES ANTI -VORTEX DEVICE REQUIRED YES I NO YES BARREL LENGTH RR SATURATED ZONE (FEET) - Ls 31 DESIGN FLOW 0R EMERGENCY SPILLWAY (CFS) 0 OUTLET PROTECTION Q10 (cfs) 20 WIDTH (FT) 18.5 LENGTH (FT) 16 WRAP CLASS Al DEPTH (FT) 1.7 EXISTING HOLIDAY DRIVE i i CONCRETE WHEEL STOP (TYPICAL) \-BITUMINOUS PRIME & DOUBLE SEAL 8" VDOT 21B 5SIDEWALK 30.00' ACCESS ---� c0_N_C___ %-CURB \---1.5- SM12.5A \�- 3" BM25.0 6' VDOT 21B WELL COMPACTED SUBGRADE SECTION C-C BUS LANE /11;IM OF TUP OF GININKMOrt CM) 8 ZP aTanvtlar am 00 aglo T OIMIDIREX L Al OW OIAYOW W ATaft - 01 00 i I18' DUCTILE IRON GRATE -flf8AfY4QlE7VT SAX SLOPE HORZONTAL (82) TO 1 WRWAL aNAM("T S19E SLOPE 1 WR11CAL WzWomiffmE 1tu io- to • . RANI SMHAIr - 09FAM r Oar" tax - A a& . 00 n __ e!K � JUNIM SEDIMENT BASIN OUTLET DETAIL -RV STORAGE 51TF 2 REVISED PER AGENCY COMMENTS 7-11-05 JDS 1 REVISED PER AGENCY COMMENTS 6-8-05 JDS NO. DESCRIPTION DATE REVVD REYWr'D AWD DATE REVISION motto " Igo " • """""� :. Z ,. M 4 1 1. ;. 0 IT OII DER X 1A FT Ira• SLIT" POW 05 FT IM NX JIM M.I1p 1�. alwaat at SX10 pnoli BNM o. pwnHtr swt EMI®, Y ASON. SHALL BE COWMCtiI), A JIX OF INM1N1 MAW AT MAW Ot MkW Jx aAV OW A VfM d HST ArMV OW Or 9Mr1MUZ AID 2 RU AMON TI W QVM PCB =- OF BC CM SAIL BE AT SOtMD L air®n SaL4 S1®4lar AT BE IM 6 006F ICM MIAMN ME StaE a ht. aAr *W MDMIL S111L &MT W FACL at ! 111� a iB �JI CL a Oa IN ow >a T STANDARD GRATE (H-20) RATED DRAINAREA = 98.7 SQ. INCH PEDESTRIAN GRATE (H-10) RATED DRAINAGE AREA = 87.6 Sq. INCHES MATERIAL, DUCTILE IRON QUALITYI MATERIAL SHALL CONFORM TO ASTM A48 - CLASS 30B PAINT, CASTINGS ARE FURNISHED WITH A BLACK PAINT FMW 24' DUCTILE IRON GRATE �--�- �1771 -T STANDARD (H'-20) RATED DRAINAREA = 161.4 SO. INCH SOLID GRATE PEDESTRIAN GRATE (H-10) RATED DRAINAGE AREA = 91.0 Sq. INCHES last 4" PERFORATED PVC CNIM TO WW PF S NOT R) SCALE TRENCH DB" A-� adt Ir t� clt..1. atr. a� M aM-0W au (Dj a* 0 ANTI-SEEP COLLAR DETAIL OOL BUS PICKUP FACILITY RECREATION VEHICLE STORAGE AREA GAINESBORO MAGISTERIAL DISTRICT FREDERICK COUNTY, VA SOLID GRATE MATERIAL, DUCTILE IRON QUALITYI MATERIAL SHALL CONFORM TO ASTM A48 - CLASS 30B PAINT, CASTINGS ARE FURNISHED BHA WITH A BLACK PAINT 4C SECTION AND DETAILS 8' INLINE DRAIN 10' INLINE DRAIN 12' INLINE DRAIN VJCTD_E IRON MATE F-OR DETAILS SEE SHEET 4A ADAPTORS AVAILABLE 4' THRU V VARIOUS TYPE [I OUTLETS WITH VATERTUM ADAPTORS FO, SDR-35 SEWER CORRUGATED POLYETHYLENE SD*3UX 40 DWV CORRUGATED PVC RIBBED PVC DUCTD.E DTO N GRATE FOR DETAILS SEE SHEET 4A ADAPTORS AVAILABLE 4' TFRU 8' VAMM TYPE OF OUTLETS WITH WATFRTDW ADAPTORS FM SDR-m SEVERR CORRUGATED POLYETHYLENE SCHEDULE 40 DWV CORRUGATED PVC RIBBED PVC 15' INLINE DRAIN 18' INLINE D 24' INLINE DRAIN CAST DOOR H-20 RATED GRATE FOR DETAILS SEE SHEET 43 ADAPTORS AVAILABLE 4' TRRU 12' VARMUS TYPE OF OUTLET: +/ w WITH WATERTIGHT ADAPTOR r, E FOR, SDR-35 SEVER CORRUGATED P0.YIETHYI.EM SCHEDULE 40 DIN T�ED� PVClast CHANNEL LINING, W /.: $A W., 4- tY CAST DROi H-M RATED GRATE FIR DETAILS SEE SHEET 4D ADAPTORS AVAILABLE 4' TtRU 15, VARHM TYPE IF OUTLETS WITH WATERTIGHT ADAPTORS FM SM-35 SEVER CORRUGATED POLYETHYLENE SCHEDULE 40 DWV CORRUGATED PVC RIBBED PVC MXM E MON H-2D RATED GRATE FOR DETAILS SEE SHEET 4C ADAPTORS AVAILABLE 4' TFRU Ur VARIOUS TYPE IF OUTLETS WITH WATEERTIGHT ADAPTORS FOR, SM-35 SEVER C RIWATED POLYETHnDE SCHEDULE 40 DWV CORI WGATED PVC RIBBED PVC DUCTILE DtD►I N 2D RATED GRATE FOR D1ETAnS SEE SHEET 4c ADAPTORS AVAILABLE 4' ,yL w TFRU 24' d - 2+lH �-- VARIOUS TYPE OF OUTLETS WITH WATERTIHI ADAPTORS FOR; 35 CURIMIK�ATI� CPOLYETHYLENE HB/1t11 SCFEUX 40 DWV CORRUGATED PVC HueBED Pvc LAKE HOLIDAY RV PARKING Ditch Detail Summary Ditch 1A 1B 2 3A 3B 4A 4B 4C TEMP Road or Lot MASTERS DR MASTERS DR NA NA NA NA NA NA NA Invert In 1000 1011 996 995 1009 990 998 1008 990 Invert Out 994 1000 980 982 995 980 9W 998 978 Leno(ft) 45 195 135 60 235 47 90 170 75 Channel Slope(%) 13% 6% 12% 22°% 6% 21% 9% 6% 16% Ditch Type V V V V V V V V V B= Base Width (ft) 0 0 0 0 0 0 0 0 0 SS (z:1) 3 3 3 3 3 3 3 3 3 d = Depth 2yr+0.5(ft) 0.9 0.4 0.9 0.9 0.9 1.0 1.0 0.8 0.9 D=Mimimun ditch depth (4) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lining Type RIPRAP EC-2 RIPRAP RIPRAP EC- 2 RIPRAP RIPRAP EC, 2 RIPRAP W= Mimimum lining width (ft) 6 6 6 6 5 6 6 5 6 Anchors per sq yd NA 2.0 NA NA 2.0 NA NA 2.0 NA 2- Year Vel. (ftlsec) 1.83 2.23 1.95 2.11 2.19 3.18 1.81 1.92 2.31 NOTE ALL RIPRAP TO BE VDOT CLASS 1A Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 Winchester, VA 22601 PH R+A 1 T 540.667.2139 F 540.665.0493 CO. PLAN DESIGN RAM.SURVEY DRAWN DATE J.D.S. MAY, 2005 CHECKED SCALE R.A.M. 1 "=20' SHEET FILE NO. 6 of 7 12090 3-2 EC-2 � CG " EIERIA TOP C CG-6 14 STEEL REINFORCEMENT BARS f OUTLET ELE. D -- N e t l t t t i l �• t CENTER NOW MAY rE CHIOR SLOT ELONATEO *1" SLOPE 'o i Y ( :: STREEI APPROACH SAME NOTES 3 STEEL REINFORCEMENT ti i = t t t t4 LESS THAN t=t TAMP SOIL FaNILY j /T SURFACING AS MAINLINE p IRADUS 70 BE A$ 1 W ROADWAY TIES H 1''6e O.C. t � r+ [ THIS iTEN MAY PRECAST OR CAST N PLACE. rr-I 1 1 r; SHOWN CTR PLANS) y4-, C C 4 MAX 1 1 1 ` ' VMAX. 4:1 OR FLATTER APOCTION SLOT -- - -- - -- 1 I ' ,- I. CONCRETE TO � CLASS AJ F CAST IN PLACE, tRADUS TO BE AS a 4OOD PSI F PRECAST. ORIGIINAL GROUND Y MAX, STEEPER THIN ♦n / RAOLk OMBXUT SHOWN ON PLANS) J. OF 30 Af EE CORB L COTTER ; PACE A RCMP ELEVATION 1 t -�• CHECK SLOT ! culRe O.G-61 ALL of 300 FEET pt LESS LAUDING FACE Of CURB) MALL 0 PREVENTS TO BE SPILLAGEWELDED PLAN HEIGHT VS WIDTH REOInRFRJFPITS ' f ANCHOR? SLOT / J BE PAD FDA A5 RADIAL C048iNAn04 CURB L �p�E ��p TERMINAL POLO _ _ / (+ Q- i r :T ._� GUTTER. VS. - I 1 t t ' 6E OVERL/PFF ITS TO o - - r i i 11 t O 2• MNMRI. i ® I �'I .,, .i. DR A E WITH STABaI,l2ED CPE7tf THE t I 1 t t ` ca l CLASS A3 i. - �, ` ♦ F r (��[[ • •�. AND CUT LAYER&L BOTTOM U ED CURB OFF SITE. tAp JQNT •R. SIDEWALK = IH.E.S.1 •�•' "'• TO THE SLOPE OF Stk'3g,ti5r CALIPERS 6" I �, �O � 6- CONCRETE AND CUTTER � CONSTRUCTED PARALLEL t COMBW THAD ROW OF STAPLES TAMP SOIL fftt'v � � 1-� -----3 AND TO THE DEPTH OF THE PAVEMENT. 1 I 1 FROM EACH STRIP N LAP WITH l S, TtaS CtPRe Wv DE USED WHEN GROUND A.TEMMTE SPACING EXPMtS10N JOINT I EXPANSION JOINT GROUND N t TERMINAL FOLD f _ _ _ $ SECTION C-C XSrat SPEED Is 40 MPH OR LESS ELEV. COARSE AGGREGATE ' 1 ' � f •'' a NOTE: Wool" -B" 2'-0" OR AS t•" MAIK.INE ROADWAY 4•' 2' R LESS N DEVON "AL ELOPEO UIRBAN L SU"UN4 �Ir N t 1 t SHOWN ON TYPICAL SECTION. A-»i - AREAS. Ir 71 ESE CESCGN SPEEDS ARE LIGHT POLE Q O � ExC£EOEO STA,4D b Ca 7 is RECURED. �' TOOLED EDGES WET STORAGE TOP ELE, £ 0. I PLAN VIEW D I NAND RUB FINISH ON LIGHT POLE BASE ' W CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. 6" WiTH COVER PLATE BOTTOM E E.. F - (EXCAVATED) _ SURFACE OF CONCRETE WHEN THE ENTRANCE RADICANN01 ACCOMMODATE f:t' ---'-" • FILTER CLOTH I THE *HINT REQUIREMENTS OF ANTICIPATED HEAVY " - a • -,- '-���- °' AND FILL IN VOIDS. TRACK TRAFFIC. THE DEPTH FOR SIDEWALK a CURB a 0 a d 10'PARABOLIC CURVE -T --•LIT CLASS F RIP RAP � TAtMP 501. i7RLlY TRAP SOIL rRAa.r aAAAPs WITHIN THE LlLtrs Or THE RA011$NOULO BE - - � - •• - SMOOTH FINISH ON ALL TAW SOIL FrwLv ' EDGE OF SHOULDER OR B MAC. D INCREASED TO T". 7" I i t OPTIONAL FLOW LINE OPT CHANGE ® _ - a a n - a a - IXPOSEd CONCRETE I NONSHRINK LOAD - - - - - SURFACES. PLANT BEARING GROUT CROSS SECTION OF OMET CHECK SLOT JUNCTION SLOT 0 - - II 1 WHEN ST'D. CC-H K USED FOR ENTRANCES BtAI.T . • • 1AAAULrvE RbWWAY - - - - - ^` -. N CONJUNCTION WITH YD01 PROJECTS. PLEASE �� A�1�. GRADE ((• - (�, ''• .i--}rr tO 2' Notes; I a z MAC. D NOTE THE FOLLOWING: P , D D e • A ABOVE RAD I I' 1• irt• rr TO 2- 1. APPROXIMATE 200 STAPLES REQUIRED SLOPE CHANCE TRUCTED_----------------- OF THE CURe AM ANCHOR BOLTS FURNISHED �Y q PER 4 X 22S'ItOLt. S'apN 40'AIFN.FOR STREET p To THE R/IWINE W L�TIEXuCEEPT � SI ADE - GUTTER PAAY BE CMIRtUCT£0 3'-�» •..- WITH LIGHT POLE. BOLT SIZE I ' 2. mom SLOT JUNCTION SLOTS AAD T STABILIZATION REOWO FOR MAK W PARALLEL To THE SLOPPE OF DIVERSION 6• I dIEdU SLOT STO BE BURIED 6• TO t2• 0 0£SNRAR3tE fOR COtA1ERCI PAVEMENT WHICH CAN BE OMITTED IN 6" 2•-0" SUBBASE COURSES PROVIDED A FACE OF PROJECTION AND BOLT s CURB GRADE i 1 CIRCLE PER MANUFACTURER'S '�>•S_•: DIKE A YAAU6lE. i ENTRANCE THE ENTRANCE., �_::r ' ti'?•.• etTVAr,A1 DEPTH OF 7- y r JUNCTION SLOT a.MAx-sPnCNO c c CNECN sLois SECTION A - A is wtT,TAco. r a,,-ti�-�':• t � RACIAL cuae oR COMBINATION cLxEe LESS 30 SLOPE IRS AREA MAY IRE CgtiY R IE ® AND CUTTER SHALL NOT BE CONSTRUCTED RECOMMENDATION. N0. tI Uri. STEEPER tH1AN 4 GUIDELINES FOR GRADE CHANGE 0 BEYOND THE R/W tttE EXCEPT FOR 0.T THE CPTtOr! Cf TM_ CONTRACTOR , "" �� VIEW 4. T REPLACEMENT 8 CONCRETE BASE s APLES FOAMED FROM NO.t! STEEL PURPOSES. 8 GALVANIZED GROUND i "I • .3; .= t .z, .k `'. - .' r •r WIRE V STALE L9C7H WHEN USCG N CONKUNCTION YNTN STAtOARO ROD. BOND TO POLE. ; ' .,: STAPLING DIAGRAM l' •''"' "''-� SOIL RETENTION MAT JUTE MESH ENTRANCE VOLUME DESIRABLE MAXIMUM STANDARD IS TO BE AOAMTEO TO MATCH THE �3 STEEL REINFORCEMENT .a t'• '�J P.V.C. CONDUIT AT 2'-6' // // ••„� • �rYT ^� i;=tii ?_v NCTN 42 OR OTHER SOP.. CG-3 OR cc-7. THE CURB FACE ON TIES MOUNTABLE CURB CONFO RATON. BELOW GRADE TO PANEL GENERAL NOTES: •'- a MGHI (MORE THAN t5O0 VPOt 0 x 3 z AGGREGATE FILTER ///// ///// t8AW OF PAVMW TO BE SQUARE YARDS OF POWECTNE COVERINC COMPLETE N PLACE_ 3.JUTE MESH OR SOIL RETENTION EMT N ACOORDA4CE MTN THE SPECOXAT04 SEE STMOARO CG-12 FOR CURB Rmw DESIGN ' ' •'� I.'. •••�'• TiES 0 -6 O.C. CLOTH ////// ///�/ PROTECTIVE NSIONIS IS OCO B � TYPICAL SECTION.LOW ON THE PLAINS N ACCOMANCE MAY BE USEO AT THE OPTION OF THE CONTRM:TQR ►iDUAt tsoD•1500 vPDt s 3 z 6 x Tb BE USED WITH THIS STANDARD. , LOW n[ss THAN Soo vvot s 6 z B x S PLANS ARE °siINDICATE v io PTvoEPrnARUCTOR a4 STEEL REINFORCEMENT NOTE: EXCAVATED /// /�'/ 4. TKtT11 dF MATfItJIL MAY VARY FpOM t�aMa4 OtMENSNOtI By I,CARE1,Ts OF I A FLOW GE INE IS TIE ENTRANCE. I: AREA � �� 2'T•TOP• STAPLES OR OtIER RUrtiACTiJKR S DESIGN APPROVED BY THE EWI EER WY 4 OR 6 FEET. BARS • , _ ALL UNDERGROUND WIRING BE SUBSTITUTED, FOR TIE STAPLES sHDTat. oPrgNAIL FLOWPINE MAY RR$���IRtE� WARPING OF A TO BE IN NON-METALLK CONDUIT 3.FOR sOt ns Or APPROvEO WTERML stc vDOTs APPROVED PRODUCTS LIST PORTON OF GVTER ip PRECL& POKING OF WATER, d FOR STU. EC-2 MATERIAL. • ' d COARSE AGGREGATE SHALL BE VDOT 3, 357, OR 5VC-CIFICATOt SPECtitCATloy ® TEMPORARY SEDIMENT TRAP; PROTECTIVE COVERING INSTALLATION CRITERIA REFERENCECOMBINATION 6" CURB & GUTTER 1'-$» VESC 3.13-2 SPECFICATXUN Nor To SCALE ��e REFERENCE METHOD Of TREATMENT- 1a5 R NOT TO SCALE rx,02 vRowUA DEPMrMR7tT OF titA1NPORTAT1O11 608 ( 5W S Q BU P K P AREA CONNECTION FOR STREET INTERSECTIONS VV V4A DEPARTMENT OF TRA"NSPORTAII0t1 I 502 AND COMMERCIAL ENTRANCES REV. 7/01 LIGHT POLE FOUNDATION DETAIL VNtWtIA DEPARTMENT OF TRANSPORTATION 203.04 SEDIMENT TRAP TYPE TRAPEND-SECTION 12" 60" PIPE ALTERNATE END -SECTION 12" - 60" PiPE Eg' -E -I SPI [NCI D1t 4 INLE E ND -SE 1KJHs DETAIL 1 DETAIL 2 DETAIL SILT PENCE CULVERT INLET OUTLET LENGTH, A FEE SPIGOT END ON INUEt END SCCIgN SPIGOT [a1D oM OUTLET LEE E.ND-SErlDNs I$�g STONE CONSTRUCTION ENTRANCE r (FEET) 12 5PrG0T £Ao ON INLET F.10-sECTtON _ --- � �`�' S M�� � 5 �- PROTI�CTIDN x % w K I x A _ A A TOP BERM WIDTH, W (FEET) 2.5 � � (� _ � CONCRETE ,o iTL �i •' 1 v � I CONCRETE TO BE A A �. - - 1 T 70' MIN E)asTm - ! t00O Ps+ ►4HAtttM E a000 PSI tera.4uM Ti F.FIVS S ' N 1 -S `plE END'WALL A 3' PAVEMENT'C. 1442i 3$ yiI RAP TOP WIDTH, B (FEET) 2,5 _ 1 im, 3s ! -`jf}I S WN. EATER CLOTH 6• MIJ. A MOUNTABLE BERM HEIGHT TO OUTLET BOTTOM, Ho (FEET) 3,5 PL �`' PLAN ```" `- 5 Wt - - - -� - - - - - - ---c B bA11ETER s B TOE of FlLL SIDE ELEVATION HEIGHT OF BERM, H (FEET) 3,9 C a as EIS -� Qr PIPE ,E - '+ l=; g _ CULVERT 'fie - "'S'o . _3�t`'Qox. •p` EXISTING (X2(xNm P OQ StEEI \S(_ SLp°f• 1 4 I I 7ti' MN. BERM TOP ELEVATION, C (FEET) 921.9 F << S1EEL FABRIC RpIORCEMENT I 111 I B vAs►srAca T na A \ � -•i- OpTEaML> T i»--- --__.. -I - OUTLET ELEVATION, D (FEET) 920.7 ____ T - D E - O --- - PAYDLNNC - ' P E - - PAY LAIC -- GEOTEXnLE g•• END VIEW FAWC 9. FGEOTExTILE' WET STORAGE TOP ELEVATION, E (FEET) 919.6 ~ SCC TION x x� ENm v1 w SECTION x•x j GEOTEXTXE - - - - - - - - - 1!Y►RDLL _ E f FABRIC -C_ -I l2' MIN PAVEMENTRING END SECTION DIMENSIONS END SECTION DIMENSIONS- SECTION A -A SECTION A -A SECTION A -A TOE OF FLU BOTTOM ELEVATION, F (FEET) PPf paAf NCR A R C W Ee ( 't 916.0 _ " PIPE pAMCTER A B C D E Vn07 it POSLTiVE 11RATtiAC£ 10' MM .__ -_-__ T•0- y.°. 4•-0" 2..0.. 12' ..• T'•U' 4._t.. 6.'t._.._ 2.•0.. 1}" 6" -l.. 1'•9" 4•-•0" I'•6' 6" 2•.y�• 3••0•• 6•-1. 2••6,• SILT FENCE e o COURSE AG EGATE B I TO SEDIIEW �. g.. 2:•7.. t•.q- 4'-0" 3' 0 tRt" B' 2'-3.. 3.-p.. 6.•1.. y.p.. 21T_ _ 4'... ..n• T. .•O" -6" .,Rr. J.-2.. 6•,r• 3••5.. NOTES=DISTANCE TOWAiD�EwaaE?rr E • ►Rlsr Ex1E/� FULL, WIDTH �' 2r 4 • I FLOW TRAPPING DEVICE 2-t` -' 9% J'•T• 2'•6" 6'-/' t•.p" 24- K)^ 3•-7•• 2•-8" 6'-S" 4.•0" OPERATION NO E� PLtll`R VIEW TEMPORARY DIVERSION DIKE � 27 _ � •- 4' 2 •r t 2 " KY 4•• " 2' Y - 6' r - T FOR LAATPLE LINE NSTALLATOIS DWf:SAN S IS To CAVERN THE MOTCCT104 L FLOWOF INGRESS Sff' t,p.. a'•6'• tom`-:' 6'•X S'.p• 30- Y_0.• 1•.6�• 1._7 �• it •0AAt1. JS OUISIQE Tii CHA`NREL W41TH iTp, - ,6"33, r.F"4._br" 4.5._6.. r2' MN.8'-t 6'•0" ""I'-q 6'•0 S W S MRt tt 2• ON ANY SECONDARY ROWS INSTALLATION RRE (aOgDN CCNTRQ STONE 42` , •D 51•3 2'-1r B'- 6'-6` 42" Y-9' y3' 2'-,r B, 6'•6" WHERREE ND EIsOWAtt OR EAOSECTKkJ 15 SPECIFIED ON PLAys CONSTRlUC7KN IS OPTION�4L STONE COMBINATION �- a8- z..D_ 6'•ff' 2'•2" B'-2" 7'-0' tB" P TO BE IN AACCOROAUCE PATH DETAL 2 `slowx ABOVE. 2'-0' 6'• 2'-z•' 7••0" oO� 3• MIN. Sa - I' 3' S'•5` 2 •9 B'•?° 4 Y•6- 54- 7-3" S'•s- 2'•Ir B'•4" 7'•6- 3, GEOTEXTILE FAMC TO iE INSTALLED UNDER ALL EROSION CCNv7ROL STONE W V- 3- 81.0" 60' 7 6 5 •0' 3'-3" B 3' 8'•0" aCCORDAtICE WITH THE 5PECxCAT OHS, 3' MAN. _ LENGTH OF PAVE _ PAY ttNC I 4' S ' pNAETER �.+' CRCULAR CULVERT OR SPIN fOR BO)t• ELLRticA. OR Ai CH CIAVERT. Compacted Soil q H - DIAMETER OF C1RMAR CULVERT OR RISE/HErGHT FOR EIOX•ELL'P'TICAL OR ARCH c e NOTES: CUP VER7. , 10 FILTER cLnTH t 5-" TYPICAL SECTION sHCWN ON PLANS AT FORRAL SE sLOPi,BOTTOM TrC)TH AD DEPTH Ij--- SECTION A -A 18" min. t 1 i 1 I PPE LENGTHS SHOWN ON PLAINS ARE OTExtkf OF CHkttr3, MATCH EXSTrtK, MATCH OR NATURAL CRpte¢0. BASED ON ENO•SECTON DESIGN SigtMIN FF84k 6'-7• ORt THE LEFT. IL iNE CONTRACTOR ELECTS TO USE INC ALTERNATE DESIGN UaDSHOWON M?R, DEATH •i' "� �= E' L'' r' _ 'y; •i '+� - I I I I I i • FlozT CUVCRT THE RIGHT LENGTHS Wt! BE REDUCED BY EC-2 THE OFfEJtENCE IN OWW.#ON "0"• - - SECTION B-B .: CLASS 1 2* aAss Y J• i • :� SLOPE DETAIL _ SP£GFtCAIiDN , SKcIrcArm 4.5' min.. --•� RE"REI�E- FLARED END -SECT -ION FOR 12"-60" CONCRETE PIPE CULVERTS "'"�CONTROLf STONE FOR EROSION O S ! O N *VDOT #3, #W. ts, #se OR 07 C(MIRSE AGGREGATE CLASS I I~ I Oi e CONCRETE �r�t� D DRAIN S''^� Jot VHI6MA DEPARTMENT Or TRARSPORTAI" REV. 7AOt jag TO REPLACE SILT FENCE N • HORSESHOE • WHEN SECTION B_B 102.Ot 4u3 VLRGriA DEPARTMENT Or TRAtsPORTAT1O7i HiGH VELOCITY OF FLOW IS EXPECTED nt.m SODAM ADA M fret TOO! Standard SBeeb aid Ta. DW PLATE. 3.08-1 SDUYCJ� Wall hm Im bow Ear sw aoeioa ad RAiinat r r tmL nd ►L DBiC Pftte &M-1 ROCK CHECK D" CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4•Xe 2. STAPLE WRE FENCING TO THE POSTS. SOURCE: VA DSRC 2 ACRES OR LESS OF DRAINAGE AREA: TRENCH UPSLOP£ ALONG THE LINE PLATE 3.09-1 max. Prune codorriiTtOnt leaders DO NOT prune ttxmulDi OF Posrs. IfJYIIY Y IS SI DCI MEl Haty A1G(y V � rubbing or ksOder or branch tips OR YIP TUBER, 6' In LENCIH Cross branches FILTER CLMH 3 ram.-• '� (OPTIONAL) ` f/ USE 7k4' UDR - . .. A[4X/MBA! 8 FEET / -- _ ,✓ FOR atoss EgINyNO prune narrow crotch angles (DORNSTREA1[ VIER) -'/ �- _ I / ��II DO NOT stake or wrap and water spouts VDOT #1 trunk unless necessary Prune broken branches COARSE AGGFdWATEoff ON" f 1 Remove all tags and labels " FLOW 2r 3' FLOW III III Minimum 6" x 6 Pnme suckers 4 anchored into pavement with #4 rebar. Length = 24" . ( ,all RoP� 2'-3' mulch kept away from trunk 3. ATTACH THE FILTER FABRIC TO THE vrlRe 4. BACKFtIl AM COMPACT THE FENCE AND EXTEND iT INTO THE TRENCH. EXCAVATED SOIL SURBIN�G' DETAIL Remove top of wire basket sal well to contain voter 2-10 ACRES OF DRAINAGE AREA: ,- ;- : ti . > :w : - '�" : o. ' . • fiAlttENDFD bacld'pi Sal . - :�. .."`•'`ortiaRy boickf'IR> wrtL'r to NTiden or►d score hole well •h.p,.' �;ia;: �..; ._. . :. :4 �• -•--- „� ra• �'` „ ,.; : �R; settle sal, finish bockfilting FUM CLOTH s 111E '/�``��. J•��'� I�I) USE 8' MHE (OPTIONAL) for carter ANCHOR POSES Musr EE V iD sty Remove container mld cut N TdIg Leave solid soil pedestal - do (DO"STREAIid VIER) ,- FWW n roots if Galt . AST= TO A /3 O OF NO LESS TFMN 1/3 OF THE fIIEE Ep1TDY anar-�9rorm, or as rrlx,'h not d'Ig deeper than ball depth ,••-� TOTAL. I'W OF POST burlap as pass** d field gR VDOT #1 COMM AGGMM'M I ( III NDiES: WENS10N OF FABRIC AND WIRE INTO THE TRENCH. i ROOT SH SHOUD EE NODDED. Dig hole 2-3 tinges root ball width FLOW ?r 3' 2 DEVICE SHOIID BE YAtITAtED D#tDUfyIOUi C0161RICI,ON. DEVICE SIi41 DE PLACED At THE DRIP t!E OF THE FILTER FABRIC THE E)QSTt16 TFW PRIOR TO ANY LW DISiLRl wL 4 PROTECiION SHt11 DE N PEACE II '' WIREI ffikHORANGE PLASTIC MESH FOR TREE PROTECTION nD scale TREE PLANTER DETAIL CLAss I RIPRAP SOURCE: VA- DSRC PLATS. 3.20-1 k from i daflA� at MTMMgrMl Fabrk Fiji Burim for sAtti,t,;..t r_ t-y P1AM 3A6-1 CO. PLAN FK °F PROJECT ; LAK E H 0 Ll DAY ESTATEST Patton H a rris Rust & Ass i DESIGN R.A.M SURVEY ociates pc SCHOOL BUS PICKUP FACILITY Engineers. Surveyors. Planners. Landscape Architects. D�,�,,,, DATE MISCELLANEOUS DETAILS � RONALD A. MISLOwsxY, R. Z 117 East Piccadilly Street, J.D.S. MAN, 2005 "°• 020674 RECREATION VEHICLE STORAGE AREA Suite 200 CHECKED SCALE N0. DESCRIPTION DATE REVS'D REVW'D APRVID DATE GAINESBORO MAGISTERIAL DISTRICT + Winchester, VA 22601 R.A.M. in =20' � T 540.667.2139 F�REDERICK COUNTY, VA SHEET nLE NO. REVISION °f'�A F 540.665.0493 7 % OF 12090 3_ 2 0 GENERAL CONSTRUCTION NOTES 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Vir inia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The en ineer has attempted to locate exiisting subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damagetoany utilities. Any damage shall be the contractors responsibility.The contractor shall notify all utility companies 72 hours prior to construction. Call Miss Utili " 1-800-552-7 1. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractors responsibility. 7. Cutsheets shall be submitted to the En ineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. FREDREICK COUNTY SANITATION AUTHORITY . 1. The Authonty 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 fumish and install all water meters through 2' in size. It is the developer's/contractors responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a The meter box, with its frame and cover, must be properly aligned with the coppersetter. b The frame and cover shall be set to final grade. c The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. d All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a The location of the service lateral is to be coordinated with the Authority?s Engineering Assistant. b An Application for Service must be made and fees paid before work will begin. c The Authority shall furnish and install all 5/8', 3/4" and 1' water services. d For all 1 %' and 2' services, the Authority shall make the top and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio read remotes are required. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and gaging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. VIRGINIA DEPARTMENT OF TRANSPORTATION u]pt o- ybirais- iea V1. All work on this project shall conform to the current editions of and latest revisions to the V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, trenches shall be compacted in six (6) inch lifts to 957. of theoretical maximum the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or density as determined by AASHTO T-99 Method A, within plus or minus 2% of local regulations. In case of a discrepancy or conflict between the Standards or Specifications optimum moisture for the full width of any dedicated street right-of-way. At the and Regulations, the most stringent shall govern direction of VDOT, density tests shall be performed by a qualified independent V2. All construction shall comp with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA, and Virginia Occupational Safety & Health (VOSH) Rules and agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise Regulations. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on V3. When working within VDOT right-of-way, all traffic control, wheather permanent or temporary, these plans and/or as specified by VDOT. shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of V16. The installation of any entrances and mailboxes within any dedicated street right - the VDOT Road and Bridge Specifications. of -way shall meet VDOT minimum design standards and is the responsibility of the developer. 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 V17. Prior to VDOT acceptance of any streets, all required street signage and/or companies. It is the sole responsibility of the developer to locate and identify utility facilities 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 items that may be in conflict with the proposed construction activity. VDOT approval of these Traffic Control Devices. plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. 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 V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT may be obscured. land use permits for any work within VDOT right-of-way. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged mechanical spreader. Density will be determined using the density control strip in and held by the engineer and/or developer with the attendance of the contractor, various County accordance with Section 304 of the VDOT Road and Bridge Specifications and agencies, utility companies and VDOT prior to initiation of work. VTM-10. A certified compaction technician shall perform these tests. Certified V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for copies of test reports shall be submitted to VDOT daily, unless specked. any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the to any required or requested inspection. VDOT Road and Bridge Specifications. Density shall be determined using the V9. The contractor shall be responsible for maintaining adequate access to the project from the density control strip as specked in Section 315 and VfM-76. A certified adjacent public roadway via a construction entrance that is constructed and maintained in compaction technician shall perform these tests. Certified copies of test reports 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 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. The Developer shall have, within the limits of the project, an employee certified by construction and testing of the control strip. the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment V21. In accordance with Section 302.03, the foundations for pipe culverts thirty -six - Control who shall inspect erosion and siltation control devices and measures on a continuous (36) inches and larger shall be explored below the bottom of the excavation to basis for proper installation and operation. Deficiencies shall be promptly rectified. determine the type and condition of the foundation. The contractor shall report V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at findings of foundation exploration to the engineer and VDOT for approval prior the end of construction. to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is VI 1. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum encountered, the foundation design and/or need for foundation stabilization shall thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at be determined by the engineer and approved by VDOT. conflict points. V22. Approval of these plans shall expire three (3) years from the date of the approval V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, letter. voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these in that vicinity until an adequate design can be determined by the engineer and plans and/or as specified by VDOT. approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved 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 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 guardrail layout to be given by VDOT after grading is mostly complete. 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. ILl Vicinity Map- ® 1*= 2OW LOCAL UTILITIES Frederick County Sanitation Authority P. 0. BOX 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre Alleghany Power 3463 Valley Pike Winchester, Virginia (540) 722-5852 Verizon 404 Hallandale Lane Winchester, Virginia (540) 665-3156 22604 P.O.C. Cindy Laing 22602 P.O.C. Larry Willingham Adelphia Cable 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667-0364 P.O.C. Brett Liles Shenandoah Gas P. 0. Box 2400 Winchester, Virginia (540) 869-1111 22604 P.O.C. Tim Hockman W' 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 indicated by the program administrator. If the erosion and sediment control measurers have -been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. 3. Prior to release of building permits, the following items shall be completed: a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified os-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. NI unpaved areas of the site which are disturbed by this construction shall be provided with 6' topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality gross cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. ` ho" k ' Owner/Developer: LAKE HOLIDAY ESTATES COUNTRY CLUB 231 Redland Road Cross Junction, Virginia 22625 Phone- 540-888-3549 Approved by Frederick County Zoning Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence Date Patton H orris Rust & Associats,p Engineers. Surveyors. Planners. Landscape Architects. ®�Hor- 117 Piccadilly Suite 200 Winchester, VA 22601 540.667.2139 540.665.0493 i Project Number: 120903-2 Sheet Number of ;4 Al fit- J'5! JAMIE J- :f-1.R0 INSTIR Z '�J '14 31" IVA 7t sss� so si �F. 18-A-27B 1,)'�;`184-22 CHARLES LIZER DA LINDA W. HICKS 18-A-22A DB 518 PG.109 '590 PG.550 ZONED: RA ZONED: RA CAROLYN TINCHER :'qt USE: RESIDENTIAL INSTR 020005104 _711VVIE, 701), ZONED RA a USE: RESIDENTIAL 77��— USE RESIDENTIAL 'Pas 4 At ---now* 0 4 ..0 18-A-21C JULIUS E. & ERMA H. BONDS 18-A INST Z826' _710C 0 LU Y Juldt. WHITACRE USE I IAL �§03 ZONED 118-A7,2�7 18-A-21 D RESIDQN I IAL UZER INVt8TMENTS AF 56 KE HOLIDAY COUNTRY CLUB DB 896 7 DB',590 PG.550 PG.59 ZONED: RA ZONED:R5 USE: RESIDE, 14 41- i7" lit" 254 x1w Am" x SCHOOL BUS '3 x fjwUj 41 FICKUP FACILITY 18-A-20A xmu '4ft-ft Co. H0,UDAY ESTATES UTILITY 00 'INSTR 020 ZONED J USE PUE XMI XV18 A* * VNI LAKL HVL1 ULM cy� 1 -A-27D 18-A-21 F 8 DB 590 .550 LAKE HOLIDAY ESTATES UTILITY CO. ZONE6. 16 W3 LAKE HOLIDAY COUNTRY CLUB P, USE: VACANT DB. 788 PG. 1287 D13 590 PG.550 ZONED R5 ZONED: R5 USE PUBLIC UMTY USE: VACANT 1.84711 9A NLUB, INC. lRy? 676 41 VMIMIT�""'.17' 18- -21C C k SUMMIT I 00F7111 G LUB INC. D 634 G. 676 B. ZONED : R5 USE CREATION "42 'T' TT� ill" ell �0 01 4 sf� J, t "I 4j yj V 0. Q �4 V ss PER AGENCY COMMENTS REVISION 7 7 "-N RONALD A. MISLOWSKY, JR. 0 NO. 02D674 rmA ^I I" SCHOOL BUS PICKUP rmv RECREATION VEHICLE STORAGE AREA GAINESBORO MAGISTERIAL DISTRICT FREDERICK COUNTY, VA m K EY MAP Patton H arris Rust & Associates',PC Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 + Winchester, VA 22601 T 540.667.2139 F 540.665.0493 S 0 CO. PLAN DESIGN RAM. SURVEY DRAWN DATE J.D.S. MAY, 2005 CHECKED SCALE RAM. 1 120' SHEET nLE NO. OF 7 12090 3-2 + 40OW HPS 4-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 MGM PROPOSED STANDARD PAVED AREA ......................�� (9Iil 0 0US PRIME & DO1 f SEAL) - PROPOSED HEAVY DUTY PAVED AREA .....................'^ (1Y SY12-5A/3' M0.0/6' VDOT 2113) PROPOSED CONCRETE AREA ........................... PROPOSED STORY DRAINAGE do STRUCTURE ............. PROPOSED (MADE ................................ TEMPORARr GRADE ................................ EX1SIH+IG GRADE .................................... PROPOSED TREE K................................. 116.ET PROTECT1oN................................... IP Culvert Summary LAKE HOLIDAY BUS PARKING Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 1 925.00 924.50 415 1.14 CPP 2 923.00 919.50 80 15 4.38 GPP Storm Structure Summary STR top to Cul out INV (ft.) Str. No. Inv. In Inv. Out Top Elv. Type Throat H(req'd) 1 - 925.00 926.25 ES-1 0 - 0.0 2 -- 923.00 925.75 ID - 2.8 2.4 OUTLET PROTECTION SUMMARY Culvert Width Length Depth Riprap feet feet feet Class 1 6 8.0 1.7 IA 2 6 10 1.7 IA NOTES: PROJECT SUMMARY 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE TAX IDENTIFICATION NUMBER 18-A-21D REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. EXISTING PARCEL AREA 6.93 ACRES 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. DEVELOPED SITE AREA 6.93 ACRES 3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA AND A117.1-92. ZONING R5 4.NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL ADDRESS 231 REDLAND ROAD FEATURES EXIST. CURRENT USE VACANT 5. ALL UTILITIES TO BE PLACED UNDERGROUND PROPOSED USE SCHOOL BUS PICKUP FACILITY 8.SIGNS- SHALL BE LOCATED 3 FT. FROM: FACE OF CURB AND 10 FT. FROM DISTURBED AREA 2.38 ACRES PROP. LINES. MAX. SIGN HEIGHT= 351. MAX. SIGN AREA= 150 S.F. PARKING SPACES PROVIDED PHASE 1 PHASE 2 9.NO OUTDOOR STORAGE PROPOSED. 62 STD' 82 STD' 10. ARELANE MARKING MALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C. 6 N.C. 0 H.C. THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF THE ARE MARSHALL 68 TOTAL 82 TOTAL 11. ALL OUTDOOR LIGHTING SHOULD BE SHOEBOX TYPE TO PREVENT LIGHT PAVEMENT AREA (PHASE 1) 32,163 S.F. POLLUTION TO APPROACHING OR DEPARTING AIRCRAFT. PAVEMENT TREES REQUIRED(PH 1) 17 0 1/20W S.F. PAVEMENT TREES PROVIDED(PH IN -IQ FENCE S1. ,.// , ` INTERIOR TREES REQUIRED(PH 1) 7 (1/10 SPACES)SIT...... - ' � � � , SF-/ INTERIOR TREES PROVIDED(PH 1) 8 r FINISHED POND C11 /�� TOTAL TREES REQUIRED(PH 1) 24 PRE DEv. DRAW AREA ............................ �r' BOTTOM=9'�8.75 MIN. 1 i �} ` TOTAL TREES PROVIDED(PH 1) 26 PLANNING DEPARTMENT. I / - _ - _ -- - _, PARKING LOT LANDSCAPING REQUIRED 1,624 S.F. @ 5� (PH 1) EXISTING PARKING LOT LANDSCAPING PROVIDED 1,750 S.F. (PH 1) Posy olv DRANiAtE AREA ............................ - - VDOT _CL'A1 � RIP RAP ` � BUILDING -' - l I, C7 � } � �J = TK OF CONCENTRATION BOUNDARY ' i' 0 REM � X r .45 " # r AREA (PHASE 2) 4,2 - _ ('`� T REMAIN) V 3 PAVEMENT AR E 2 44 S.F. M H �J 4 % t PAVEMENT TREES REQUIRED(PH 2) 13 0 1/2000 S.F. STORM STRUCTURE MAIM .......................... _ y _ �� i PAVEMENT TREES PROVIDED(PH 2) 17 �.. INTERIOR TREES REQUIRED(PH 2) 9 (1/10 SPACES) ___-_ - - _ �,'' VDOT CL Al RIP RAP" 'l PRO DE ES- EC-1 INTERIOR TREES PROVIDED(PH 2) 9 L_2' W_32' e TEMPORARY ry L- , W-6 Al RIPRAP �,TOTAL TREES - ' = SEDIMENT TRAP S q % i TOTAL TREES PROVIDED(PH 2) 6 92Q �/ EXISTING TREE .OUT=9 4.50 � C7,, ( ) VDOT CL Al RIP RAP GRADING .- O .\ PARKING LOT LANDSCAPING REQUIRED 1,212 S.F. ®5%(PH 2) / TO REMAIN rf.. n PARKING LOT LANDSCAPING PROVIDED 1,350 S.F. (PH 2) _ _ _ C / 4 . 921.90 rr � w -�-" PROVIDE TREE 1 ,- 920.70 / �� 92 --.. �. Y ��� i SHOULD THIS PARKING LOT BE USED ' t� PROTECTION VDOT CL Al RIP RAP ,- ��96­. '8� ,� ' !, %_ FOR ANY OTHER PURPOSE OTHER THAN ' -ILI- ____--------__-__- __.__ N -10, W=6 � , PROVIDE TREE y PARKING ASSOCIATED WITH THE SCHOOL / /�• ''' PROTECTION n' I BUS PK�tIJP AREA, A 36" ENERGR�d 1 �19.50i ; w ;; , q 925. 4° ! HEDGE WILL NEED TO BE PLANTED ALONG SF 020.70 PROVIDE I OUT f' SF NY / r' STHE PARKING SPACES FACING WHITE --*^ - aF 922 , � ..._J - -� � 921.90 , - '`� PINE PLACE. .< X, \�� - {f .. �� _ �/ ' \ } I ;1/7 �jJ f�' ' --`n r----i r-'- - ---••----r _ �� I 1I i I - 9 6.65 22IPMES,� I _ ,_i___-_ �---- �-I� I _Q�0 PA ES ! CO ETE NHEEL STOP .... .... tLoJ " _ p �7 W Os� PROVIDE TEMPlO `WH EEL 001 �' _ _: ,,3 �? 7. �.. 5 STI 9.00 f00 ic I �zj2C�--SPACESI I/ I I 14- ACAS J C) ., - �_ Y ,c .00 o6-0 1420' - ES! I ! a A 9.00 , � 24 INUNE DRAIN' ' GRADING FOR4UTURE PHASE RIM= 925.75 o INV.= 923.00 / / EXISTING TREE - / / TO REMAIN ,V Vi- 9 I/ ( I I I I ,_, _ 9.00 Ili 1 I I `�` r-=-� -..�. �' I A ES • a .; U 24 ` PROVIDE TREE PROTECTION -Off` ��o. np& SHOULDE -AR TO S EET FLOW TC `a• E P ,STANDARD VDOT a, 7- r A 0. ;COMMERCIAL ENTRA�E !NO EXIT r ° 6.80 r T' C CG-7 7.3 3 44 .-15" RCP ® 1.14% ~ ..., . ': , 927.75 0 V 9 7.75 --> C l SIDEWALK EXITING IP -92 s. UNPAVED �` P ��� STa RAG E925.00 - 9 8.15 t 1NV. IN T C T t� th x;sz8.. 8.60 ca . 00 C3� 3 q �- � �29.61 � 6" CURB C 9 .' , T C SHELTER / j" t PROPOSED SIGN 930 ihONE WAY DO NOT ENTER" 930.60 19 ?, 932 93� 17 _. r ....�. , 0 � -•- ,gyp. �, !- c0 -- - - X \'' = cNfl i ' RELOCATED POLE MO ----- � x - � � X 'WHITE PINE PLACE GATE PROVIDE TREE 4D I SIGNS INS ' PROTECTION c0 STATE COD - cs1 _.(SIX REgUI ' r RELOCATE - - - v EX (GATE PLANTING SCHEDULE COMMON NAME SIZE AT TIME OF PLANTING SPACING QUANTITY (PH. 1) QUANTITY (PH. 2) G PIN OAK 2' CAL 0 6' HIGH AS SHOWN 13 13 RED MAPLE 2' CAL @ 6' HIGH AS SHOWN 13 13 =DING REgUIREMENT6 All DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM e OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS. MARKON KENTUCKY BLUEGRASS PER 1,000 SO. FT. 1 LB. ANNUAL RYE PER 1,000 SQ. FT. 70-120 LBS. MULCH PER 1,000 SQ. FT. FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A MINIMUM LIME SHALL. BE APPLIED AT 70-120 LBS. PER 1,000 SQ. FT. MAINTENANCE OF LANDSCAPE NOTE: ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY THE OWNER ALL PLANTINGS SHALL CONFORM W/165-36B OF FREDERICK CO. ZONING ORDINANCE ANY PLANT SUMMONS MUST BE APPROVED BY THE FREDERICK COUNTY STOP SIGN AND EXISTING "ONE WAY DO NO NTE A," a, ENTRANCE (-- HANDICAP PARKING N ) PER VIRGINIA -- 'iIION--36-99.11. 934.31 x xt PP07?nSIGN At I mRom � �0 10 0 20 40- ' I x 936.84 936. x 4 � ! (IN FEET) x 1 1 inch - 20 ft. I - X _ - ru \ C0 -�� ! r!1 00 ' 1 2 REVISED PER AGENCY COMMENTS 6-28-05 JDS 1 REVISED PER AGENCY COMMENTS 6-8-05 JDS NO. DESCRIPTION DATE I REVS'D I W W`D I AP'R1l'D I DATE REVISION rrrr � ■rrr • r t .� fA •, `"�"` LAKE HOLIDAY ESTATES SCHOOL BUS PICKUP FACILITY RECREATION VEHICLE STORAGE AREA GAINESBORO MAGISTERIAL DISTRICT FREDERICK COUNTY, VA TlInx SITE DEVELOPMENT PLAN SCHOOL BUS PICKUP AREA Patton H arris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 + Winchester, VA 22601 T 540.667.2139 F 540.665.0493 CO. PLAN DESIGN R.A.M. SURVEY DRAWN DATE J.D.S. MAY, 2005 CHECKED SCAM SHEET FILE NO. 3 OF 7 12090 3-2 *. �, ' 1 __ _ _ - I __ _ _ I __ __ Ij 1I i/ l J 11 I ! r 11 I 1 ( t I 1 / , J 000 002 it / , ,/ ,' ,' /rr / � ter'/ r/r f/' Q1� / � ✓' ,'� ,! / / I � I ( ! ( ! 1 I � ` -?. ` ` O�C 00,Q /' j / / I ! I ~ I I / DO N0fi FILL BEYO D THI LINE UNTIL/'THIS AREA IS STABILIZED I 1 t } , /! ,' ,! /! �''• ,' ,f �+. / / / / // WITH r6RAVELt 1 ; 1 E I / 44 /' /9rr /� �''/ '"r •F RFCD yJ 3.5 DD / SEDI4ENT TRAP OUtl Ei TOP Af 972.0 INV. OUT401 / /' 'r''/ '! / /' i i it / ., i 1 1 / !r I /r � / • /,'—--___"' /r � t � ,! 1 l 1 JI 1J I ) ! ,:- / '�--,, / // /r/ / ,' ,r / %,•-' / J/ // 1 / l 1 1 1 I t 1 1 / / ,' / .r•r / ( I / ® / l 1 � � f i ,! j ! ` // 969100 CAP CULVERTS IN .PWE 1, S,,All INV. IN /'4'X6' %VLNT C(,AS§ ��..// RJPRAP OUTLfT PROFtcTION Ift /667.00 , rrr rr - rr/ � i II 1 i t ` 1 i II i ! I � ! ,' _• /' '' ,/' ,' <p:� lI I/ #� !/ ,' ` / Ji` ` /// , ft / 9f�7 06 4, I .INV. OUT , l 973.50 INV. 1N9�700 ,INV. OUT_ / / /jJ/ )1 I i I ` ,� + \+ ' I t / !' rr /'rf rr/ I' /' / / //1 i, i *IM* TRAP OUET TOP AT 912.0 912 913• ..► 11 i it i I Ir , r"- � _.— �, ! / , , DD .1,,... �/ /' / ! / / / ,- �.► 5 r ,' t / 1 ! I ; i ( I r // ,/ —` `-,J i r.i' r' ,r' /' J ,/ �I I 969.00 /� 1 INV. IN \ 969.00 ,r / / 1 t 1 I I I ) t ' I I r' ��� /-� / /' INV. IN- -' ` / J , I I . _ , --"''/' i l r I i + l I rr 1 / / � '' ..,'�/' / 10 I V973.50 /r rr // ,' , / / ll / / t/ I/ I 1010 r- ;` rrr ' /Il { 'f •%, \`\ / \` 100900 If/ / INV. o11 � 1012 11 ,Jt /1 (; ` / / r"'r ram"' --.-- �/ / ! /' /' / l ,I / t / / � ;. �I / /._ t `..I, `` . � ,.., r _�'•-"-'�1 / .00 410 r INV.40UT 0 ' ` ti +.�. 1;014 00 c\ f cs v v 1 / / 1 / r' / '' '.; '�• / ; \ -_..�i� .tip f �� },.,-_' RFCD ,..._/ �:� _ _� w, %RFCD7. or ._ \ I W4PH/ ,. { ._ 1X1. /N IFEET) 1 / ! , I r \-"'^' \ 1 inch J0 ft. \ ( 1 4 I I �..•-r I CH . fill a _ r , - \ -- 1 'J Y V Z RONALD A. ANSLOWSKY. JR. Z p NO. 020674 _ NO. I DESCRIPTION I DATE I WVVD I REVW'D I APRYD I DATE REVISION PROJECT LAKE HOLIDAY ESTATES SCHOOL BUS PICKUP FACILITY RECREATION VEHICLE STORAGE AREA GAINESBORO MAGISTERIAL DISTRICT FREDERICK COUNTY, VA CONTROL PLAN PHASE ONE Patton H arris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 + Winchester, VA 22601 T 540.667.2139 F 540.665.0493 CO. PLAN h DESIGN R.A.M. SURVEY DRAWN DATE J.D.S. MAY, 2005 CHECKED SCALE R.A.M. 1 "-30' sHEET Fl�12090 4 OF 7 3-2 PLANTING SCHEDULE OUTLET PROTECTION SUMMARY Culvert Width Length Depth Riprap feet feet feet Class 1 9 8.0 1.7 IA 3 7 6 1.7 IA 5 7 6 1.7 IA 6 7 6 1.7 IA Culvert Summary LAKE HOLIDAY RV PARKING Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 1 982.58 976.00 90 15 7.31 CPP 2 986.58 982.78 88 15 4.32 CPP 3 984.06 983.50 59 15 0.95 CPP 4 984.58 98426 64 15 0.50 CPP 5 1010.00 1009.00 124 15 0.81 CPP 6 1014.00 1011.00 90 15 3.33 CPP Note CPP pipe to be Grumpler Smooth Core or equivalent LAKE HOLIDAY RV PARKING I i STR top Storm Structure Summary to Cul out Str. No. Inv. In Inv. Out Top Elv. Type Throat INV (ft.) H(req'd) 1 982.78 982.58 985,00 DI-1 - 2.4 2.4 2 - 986.58 989.00 DI-1 - 2.4 2.4 3 984.26 984.06 989.00 DI-1 - 4.9 2.4 4 - 984.58 987.00 DI-1 - 2.4 2.4 5 - 1010.00 1010.00 ES-1 1 - 0.0 6 - 1014,00 1014.00 ES-1 1 - 0.0 6 OPAQUE BOARD N ARD E nn �n O I ,! 1 1 1 1! 1 4 AD CLASS A I I I 1' 1 20 20 20 ! ! !1 / 1 I I RIPAP 0 PROTECTION 10' 10' 10' 10' 97$10 i INV. OUT ! ; + 987.70 0 T0� 0 0 0 i ! I i tt �+ + 978.60 I - '' 986.50 / r l I 1 i t + tt +INV. OULO r // / ( I t I t +`. ,t Y - CH DRAT r 1 SCREENING DETAIL PROVIDE 6 FT. OPAQUE BOARD ON BOARD FENCE. SET 3 FT. BEHIND PAVEMENT. COMMON NAME SIZE AT TIME OF PLANTING SPACING QUANM o PIN OAK 2' CAL 0 6" HIGH AS SHOWN 6 RED MAPLE 2' CAL 0 6' HIGH AS SHOWN 5 LEYLAND CYPRESS 2' CAL 0 6' HIGH AS SHOWN 65 o EASTERN RED CEDAR 2' CAL 0 6' HIGH AS SHOWN 61 ALL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM 4" OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS. MARKON 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 r// / J// Jr' �r 1 \ _t N �o° x o o Oc TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SQ. FT. < 1002 20 S'XC E S DO { + LITHONIA KAD 40OW MH 4-FIXTURE MOUNTING HEIGHT-20' ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE TAX IDENTIFICATION NUMBER 18-A-21D EXISTING PARCEL AREA 10.73 ACRES DEVELOPED SITE AREA 10.73 ACRES ZONING R5 ADDRESS __RASTERS DRIVE CURRENT USE VACANT PROPOSED USE RV STORAGE AREA DISTURBED AREA 6.38 ACRES PARKING SPACES PROVIDED 221 GRAVEL STORAGE AREA 140,238 S.F. PAVEMENT AREA 5,369 S.F. PAVEMENT TREES REQUIRED 3 0 1/2000 S.F. PAVEMENT TREES PROVIDED 3 INTERIOR TREES REQUIRED 0 INTERIOR TREES PROVIDED 8 TOTAL TREES REQUIRED 3 TOTAL TREES PROVIDED FXTURE IS NOT VISABLE FROM OFF -SITE. NOTES: 12.5 P ,° 'f' f ,�`�, I t / .Q ' 1i �R• , 4 I t r '� J/ J J JJ / JJ JJ J JJ / JJ 5 ` t , - /• / '.,,r< , o 11< t t 1 o 9�3.5 /' ✓ O .' 967.00 1 1' l j / i / /INV. OUT / ,, �F Cb _ JJ W W ,' i! • �.i 1 `=W 14, l / / J' ,/ /' // / ` ,-•' /' / i% I �.�� l i co 9 ( V.00 06700 / / INV. Oyf / - I _ , I / / .00 30 0 36 0.00 OAa 30. 0 30.00 0 0.0 : - `' 30.00' 0.0 4'' 30.00' r 30.0 / _.967.00 i 1 ; 6 INV. OUT I �', _.jell - 973.50 %7.00 J i INV. UT H F • A 7 ' PRP�DE jC �' ✓ v vv l , I .00 INV. IN t / rJ ND 1 ' / D CH' 3B 101,600 / RFC / II i _INV. 1N f, o , / .aa l _ , -THE- OWNER SHALL CAREFULLY LEMENT _THE / MAINTENANCE 10' S IMENf TRAP - Y; I ( O / O / PLAN FOR PONDS I AREA,- Tf IS CRITICAL THAT THE TRENCH DRAINS BE KEPT OF DEBRIS TO "off v _ - ' my r) - ' / .� 1� \ !'� ,Y \ ' ` / INV OUT' 1-10z / / r ENSURE PROPER OPERATION. ,: - / - i� / 1 / �WW�. INV. OUT Oil"1014.00 i !' / ti C Dom, '? INV. IN \ . J ' 6' SEDIMENVfiRAP / \ � 30 , 15 { 0 � 30 60 / / / /' _ ',.__.. / r- \. � .,_..A../�,_.,/ . _� __ CUTLET , - - ,\ '. - ... t ' .. - - ! . ' - . - '. 1 -/ .. - ' . i ' • . . 4 /N FFE7, J \ 1 ! I \ \ �� +1 inch = 30�ft \ - _ DITCR 3 REVISED PER AGENCY COMMENTS 7-11-05 JDS 2 REVISED PER AGENCY COMMENTS 6-29-05 JDS 1 REVISED PER AGENCY COMMENTS 6-8-05 JDS NO. DESCRIPTION DATE REVS'D REVW'D AP'RV'D DATE REVISION a a RONALD A. MISLOWWY,•, . 1 i ., `R°'�` LAKE HOLIDAY ESTATES SCHOOL BUS PICKUP FACILITY RECREATION VEHICLE STORAGE AREA GAINES60RO MAGISTERIAL DISTRICT FREDERICK COUNTY, VA CONTROL PLAN PHASE TWO 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 BOCA AND A117.1-92. 4. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5. ALL UTILITIES TO BE PLACED UNDERGROUND 8. 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. 9.NO OUTDOOR STORAGE PROPOSED. 10. ARELANE MARKING SHALL BE PROVIDED AT All FIRE HYDRANT AND THE F.D.C. THE STRIPING CURB PAINTING AND SIGNAOE SHALL MEET THE REQUIREMENTS OF THE ARE MARSHALL 11. ALL OUTDOOR LIGHTING SHOULD BE SHOEBOX TYPE TO PREVENT LIGHT POLLUTION TO APPROACHING OR DEPARTING AIRCRAFT. 0 ' PROPOSED GRAVEL STORAGE AREA ......••••• PROPOSED HEAVY DULY PAVED AREA ................... DEW iRfE" BUFFER D(15 W STORM DRARIAGE & STRUCTURE ............. ==---0=-- r ' PROPOSED STORM DRAB" & SIRUCTU(E ............ PROPOSED CURB d GUTTER ....................... DRANAGE FLOW ................................... EXISfV�IG GRADE ................... I ............. ................................ .,PROPOSED I�tADE PROPOSED EASF�VT AREA PROPOSED SIT FENCE SF 0 / CONSTRUCTION ENTRANCE ............ • ......... , ,` > CE DD ,, PROPOSED EC-1 ................................ SCT FENCE HE PROTECTION (P .................... / / r / SLT FENCE OUTLET PROTECTION .................... OP r / r / DNERSION DII(E ................... .......... _ DPAWAGE DIVIDE ................................ I / 1K OF CONCENTRATION ........................... a s I / f ! / vS`TEE'P SLOPE PROTECTION ........................ 8" VDOT 21B WELL COMPACTED SUBGRADE t # 1 STORAGE AREA SECTION Not to Scale DA5(iNG TREE BUFFER 1.5" SM12.5A TO REMAM ` 3" BM25.0 8" VDOT 21B \ WELL COMPACTED SUBGRADE MASTERS,... DRIVE HEAVY PAVEMENT SECTION Not to Scale Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 + Winchester, VA 22601 T 540.667.2139 F 540.665.0493 CO. PLAN # DESIGN R.A.M. SURVEY DRAWN DATE J.D.S. MAY, 2005 CHECKED R.A.M. SCALE 1 "=30' SHEET FlLE NO. 5 of 7 12090 3--2 0 Lq rn 0 z I W I � WzmQ _Cn V) CL v 22.00' 1 20.0'0' 1 20.00' 22.00' ACCESS �� PARKING PARKING ACCESS r� I w � I z I I z N I I ( I 1 i - I t I ( I i / OrJi\`� * P SECTION A PARIONG LOT OLD BRADDOCK RD. VA. ROUTE 701 SAWCUT EDGE PROVIDE TACKCOAT X. EDGE OF = VDOT CG-7 PAVEMENT �� 1.5" SM-12.5A CROSS SLOPE-- 2q 3" BM-25.0 UNLESS OT11FR911SE NOTED 6" 21 B EXTEND 21 B WELL COMPACTED SUBGRADE 1 fT. BEYOND BACK OF CURB ENTRANCE WIDENING BUS PICKUP SITE VIRGINIA ROUTE 701 2900 TRIPS PER DAY �� r_ o Lri 1-i N N rn M rz z TEMPORARY SEDIMENT BASIN BASIN EMERGENCY OVERFLOW ELEV -A 973.90 TOP OF EMBANKMENTELEV - B 974.9 EMBANKMENT TOP WIDTH (MINIMUM) (FT 81 10 OUTSIDE EMBANKMENT SIDE SLOPE (FEET HORIZONTAL TO 1 VERTICAL}B2 3 INSIDE EMBANKMENT SIDE SLOPE (FEET HORIZONTAL TO 1 VERTICALY83 3 RIP RAP VOLUME CL Al(C.Y.) - C NONE DISCHARGE PIPE DIAMETER (IN) - 0 30 DISCHARGE PIPEINV.OUT -E %8 T WE SLOPE FfOfi1ZONTAL (83) TO i 1�ERTfCAI. DISCHARGE PIPE LENGTH (FT) - F 36 DISCHARGE PIPESLOPE(A) -G 52 DISCHARGE PIPE INV. (IN) - H 970 DISCHARGE PIPE TYPE-H2 CUP OUTLET STRUCTURE TYPE -I 4'CMPSP OUTLET STRUCTURE TOP -J 972.90 OUTLET STRUCTURE ORIFICE INVERT -L NONE TWO YEAR STORM ELEV - M 973.13 a9MNKWW SIDE SLOPE I W RVAL TEN YEAR STORM ELEV - N 973.51 25 YEAR STORM ELEV - N1 9T3.61 100 YEAR STORM ELEV - 0 973.74 CLAYCORETOP-P 973.5 ANTI -SEEP COLLAR DIMENSION (IN) - Q 84 it EMERGENCY OVERFLOW WEIR LENGTH (FT) - R 20 TEMPORARY PVC STUB INVERT ELEV: S 970.90 TEMPORARY PVC STUB DIAM PH) -T 4 T DEBRIS CAGE REQUIRED YESINO NO TRASH RACK (fR)REQUIRED YES lNO YES ANTI -VORTEX DEVICE REQUIRED YES I NO YES BARREL LENGTH IN SATURATED ZONE (FEET) - Ls 31 DESIGN FLOW IN EMERGENCY SPILLWAY (CFS) 0 OUTLET PROTECTION 010 (CTS) 20 WIDTH (FT) 18.5 LENGTH (FT) 16 WRAP CLASS Al DEPTH (FT) 1.7 EXISTING GROUND 20.00' PARKING , , , , EXISTING HOLIDAY DRIVE CONCRETE WHEEL STOP (TYPICAL) `-BITUMINOUS PRIME & DOUBLE SEAL 8" VDOT 21B 5' SIDEWALK 30.00' ACCESS -- - - --.&� CONIC. - CURB - -�-1.5" SM12.5A 3" BM25.0 6" VDOT 218 WELL COMPACTED SUBGRADE SECTION C-C BUS LANE MeoM OF TOP OF DMINVO Drr ON) 18' DUCTILE IRON GRATE man STANDARD GRATE (H-20) RATED DRAINAREA = 98.7 SO. INCH k PEDESTRIAN GRATE (H-10) RATED DRAINAGE AREA = 87.6 Sq. INCHES MATERIAL, DUCTILE IRON QUALITY, MATERIAL SHALL CONFORM TO ASTM A48 - CLASS 30D PAINT, CASTINGS ARE FURNISHED WITH A BLACK PAINT W A7 FABRIC 24' DUCTILE IRON GRATE E M; e0Y x -17771. STANDARD CH-20) RATED DRAINAREA = 161.4 SO. INCH SOLID GRATE PEDESTRIAN GRATE (H-10) RATED SOLID GRATE DRAINAGE AREA = 91.0 Sq. INCHES MATERIAL, DUCTILE IRON QUALITY, MATERIAL SHALL CONFORM TO ASTM A48 -CLASS 30B ast PAINT, CASTINGS ARE FURNISHED WITH A BLACK PAINT 4" PERFDRAIED UTU COtNE(."f TO OUiIf.T PPES NOT TO SLICE 22?MCH DRAIN 3 p� G to aT H awrer L-- flIEtMNCMfJVT SUE SLOPE 1KJI'�ZO NTAL (B2) To 1 VOtW& &ne EiRBANrUIE]NT SIDE SLOPE 1 WRW& Olap,� 7�_ �� somaOOGY tlOIA MUM -A rn aw w8 NwAar U&T4AU9LE - 00 A~ � l f It/♦ M8 SAAEE ectt AO QAY aer IA AT HIlY.Q� ..� ATE"{� IMpKW"!tii MOM .YllfOA171 YIE A4 � S 11110 KOMIXwo nrrca r is A lO rRt Six (� OY7 av �,afi• .�E•Q POWEr I/ �! • I mom M E ftA10 AV 4dW" 1 ref2W L M M Toeeae. aawx aR e1nHFs _ Cleo IMM" ma ® 10 caw% (F Yu. .�,y�w IIs 6MM Numm 0BR/IY AT I = at MBQ 29 8 ( CPU" 901"M M M-"* Deer GAY UK 30 VM a MT*00 are ANTI -SEEP COLLAR DETAIL orrrHeas►H; AHD: raTeaerreeleHe - QVX 1W W CIF Mr COIF Hewn E AT so Hs aow as (0 astc . ar�sH a Door HHHOIOI aelLna AOHHML ATiirs 19 M XMUD er oL7rrIH®eY aols s�MHeT AT THE 1E OF OOMe71 AMX NI MIN CIA xaW a kL CAT CM A MIL NU Off ME WUMM 11111/!M O42MF MM !L = 1L WL CL Oe aL PAM M. am eM now H/r xv. SEDIMENT BASIN OUTLET DETAIL -RV STORAGE SITE .K .Lew 2 j REVISED PER AGENCY COMMENTS 7-11-05 JDS 1 REVISED PER AGENCY COMMENTS 6-8-05 JDS NO. DESCRIPTION DATE MWD WW"D N WD DATE REVISION GlIt", off ■ R I SCHOOL BUS PICKUP FACILITY ;REATION VEHICLE STORAGE AREA GAINESBORO MAGISTERIAL DISTRICT FREDERICK COUNTY, VA SECTION AND DETAILS 4C 8' INLINE DRAIN 10' INLINE DRAIN DU -TI[E D= GRATE F1 R DETAD.S SEE SHEET 4A ADAP73M AVAUADLE 4' THRU 6' VAIMUS TYPE OF DUTLETS VITH VATERTOW ADAPTORS FM SDR-35 SEVER CO IWATED PO-YETHYLE?E SCHEDULE 40 DW COiAIrATED PVC RIBBED PVC DUCTD.E " GRATE FOR DETAD.S SEE SHEET 4A ADN'TTRS AVAILABLE 4' +'-B' t VAMIUS TIME OF OITL.ETS VITH WATERTIGHT ADAPTORS FM CURIKIIISATED P&YETHYLENE SCHEMAX 40 DWV CORR "TED PVC 15' INLINE DRAIN F! 18' INLINE DRAIN IUD= PVC 12' INLINE DRAIN 24' INLINE DRAIN CAST IRM HH-20 RATED GRATE 1P' FOR DETAIS SEE SHEET 48 h ADAPTORS AVAILABLE 4' in THRU le 3 4�_VM VARIOS TYPE O' WTLET. WATERTIGHT ADRPTU FM � SDR-35 SEWER CORRUGATED POLYETHYENM SCHEDULE 40 DVV CURRIUGATED PVC RIBBED PVC Nyl(jr]oiast CHANNEL. UN/NG, W '.1 I* A',:/� �f LEI ~ 1 # A r - IY CAST I[RIN H-M RATED ORATE FUR DETAILS SEE SHEET 43 ADAPTORS AVAD •m r 4' THRU 15' VARD3US TYPE OF OUTLETS VITN VATERTIGTTT ADAPTORS FM SDR-35 SEVER CORRUGATED POLYETHYLENE SCHEDULE 40 VW CORRUGATED PVC RIBBED PVC -- DUCTZIX 1R N H-M RATED GRATE FIR DETAILS SEE SHEET 4C ADAPTORS AVAB ABLE 4' I THIN Ur VARIOUS TYPE OF MYTL.ETS WITH VATERMFIT ADAPTORS FOR, COII!R „TmD GGPOLYETHYLENE SCHEDULE 40 VW CUR10 iATED PVC RIBBED PVC DUCTILE WdN H-20 RATED GRATE FOR DETAM.SIS SEE SHEET 4c ADAPTORS AVAILABLE 4' w THRU 24' !di if4- VARIOUS TYPE OF OUTLETS J� VITH VATERRTIGHT ADAPTORS (vf/h FOR, SM-35 SEVER CIRIN"TI D POLYETHYLENE 14111M SCHEDULE 40 DW CIRRUGATED PVC WBBED PVC LAKE HOLIDAY RV PARKING Ditch Detail Summary Ditch 1A 1B 2 3A 3B 4A 4B 4C TEMP Road or Lot MASTERS DR MASTERS DR NA NA NA NA NA NA NA Invert In 1000 1011 996 995 1009 990 998 1008 990 Invert Out 994 1000 980 982 995 980 990 998 978 Length(ft) 45 195 135 60 235 47 90 170 75 Channel Slope(%) 13% 6% 12% 22% 6% 21% 9% 6% 16% Ditch Type V V V V V V V U V B= Base Width (ft) 0 0 0 0 0 0 0 0 0 SS (0) 3 3 3 3 3 3 3 3 3 d = Depth 2yr+ 0.5(ft) 0.9 0.4 0.9 0.9 0.9 1.0 1.0 0.8 0.9 D=Mimimun ditch depth (ft) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lining Type RIPRAP EC-2 RIPRAP RIPRAP EC- 2 RIPRAP RIPRAP EC- 2 RIPRAP W= Mimimum lining width (ft) 6 6 6 6 5 6 6 5 6 Anchors per sq yd NA 2.0 NA NA 2.0 NA NA 2.0 NA 2-YearVel. (fttsec) 1.83 2.23 1.95 2.11 2.19 3.18 1.81 1.92 2.31 NOTE ALL RIPRAP TO BE VDOT CLASS 1A Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 Winchester, VA 22601 PH R+j\6- 1 T 540.667.2139 F 540.665.0493 CO. PLAN DESIGN R.A.M. SURVEY DRAWN DATE J.D.S. MAY, 2005 CHECKED SCALE R.A.M. 1 "=20' SHEET nLE NO. 6 of 7 12090 3-2 BERM TOP C OUTLET ELE D _ ti O x x QEFTfrHj 4 MAX ORIGINAL GROUND ELEVATION HEIGHT VS. WIDTH R t]UIQ A1TG F FN I BOTTOM E LE.. F GROUND ELEV. COARSE AGGREGATE, WET STORAGE TOP ELE., fL�>1�1-•n �1�11 �- « '�• tlt•t� • JI �I DIVERSION DIKE COARSE AGGREGATE Fl CLOTH //////// EX CAVATED COARSE AGGREGATE SHALL BE VDOT J3, #357. OR #5 ®TEMPORARY SEDIMENT TRAP; VESC 3.13-2 NOT TO SCALE _-SCHOOL BUS PICKUP AREA SEDIMENT TRAP TYPE TRAP OUTLET LENGTH, A (FEET] 12 TOP BERM WIDTH, W (FEET) 2.5 RIP RAP TOP WIDTH, B (FEET) 2•5 HEIGHT TO OUTLET BOTTOM, Ho (FEET) 3.5 HEIGHT OF BERM, H (FEET) 3•9 BERM TOP ELEVATION, C (FEET) 921.9 OUTLET ELEVATION, D (FEET) 920.7 WET STORAGE TOP ELEVATION, E (FEET) 919.6 BOTTOM ELEVATION, F (FEET) 916.0 `4'�"""I""3'-171CNT:3TEE+'ilr-Tfi) /' + CFJM NOW MAY ME SLOT + t , ISLJ)LMNNSS THAN )SLOPE t O TAP SOL FIRMLY + 1 1 f ' t , � •a• + S'MAX. 4.1Olt FLATTER JUNCT" SLOT 3' MAX. STEEPER THAN 411 _F CHECK SLOT ANCHOR SLOT ANO JOINTS TO TE�tA FOLDAf 6E OvERLIPPf0 2' w+tK. I t ' LIP IWW FROMINIE EACHD RON OF IP L STTAPL S TARP SOIL FIRMLY ALTERNATE ZPACNG. V wx. TERMINAL FOLD -.t- -- jANABLE �O u d r 1 ` TAMP SOIL rVAILY TAMPSOILFIRMLY TAP SOL FIRMLY ' CHECK SLOT JUNCTION SLOT Notes'. -rt -}+T' t0 Y H.f.-T- TO 2" 1. g;PT(lihTE 200 STAPLES REOMO PER 4 X 22S'ROLE, ' 1. ANbgR SLOT AWTION SLOTS AND e' 10110 Cv ;W. io BE BURKO a' To Ir JUNCTION SLOT ' 3.MAILVACM C•C CHECK SLOTS lar.M.. ?,1EETI�ER%4 %LESS SO•SLOPE GAGE NTRE 4. STAPLES FORMED FROM NO. # STEEL PLAN VIEWWIRE r STAPLE M•aMlw LENGTH STAPLING DIAGRAM `sArWpr Sal Or, STAPLE )+NrIUM SOIL RETENTION MAT JUTE MESH 'ATM aR 0T SOL. GENERAL NOTES: LEABR OF PATIENT TO Eli SQUARE YARDS Or'PROTECTIVE COVDM COMPLETE N PLACE. 3. JUTE MESH OR SOL RETENTION MAT N ACCORDN = Or" TNC SpnOXAT1pNS PROTECTIVE COVOtM IS TO K LOCATED AS NOIICATEO ON THE PLANS N ACCORDANCE MAY K uSE0 AT THE OPTION Of THE CONTRACTOR, WITH THE 01MENDONS SKCIFIfO ON TYPICAL SECTION, 4. WIDTH Or WATENAL MAY VARY FROM MNYUM DIMENSION BY INCREMENTS OF 2.•T-TOP^ STAPLES OR OTHER WWACTuRM OESCH A PROVED By THE ENDER MAY ♦ OR S FEET. K SUBSTITUTED Foot THE STAPLES SHOW. S FOR SOURCES OF AN'PtIDvED MATERIAL SEE vOOtS APPROVED PRODUCTS LIST FOR SrO.EC-2 MATERIAL. REF PROTECTIVE COVERING INSTALLATION CRITERIA 244 71402 VOW" WARTMENT OF TRMISPORtATIM gOp TEMPORARY DIVERSION DIKE SOURCE: VA. DSWC 18" min. 4.5' min. ANCBOR PCIZ WUD DE HA1m a slEfi V man OR Y)1' TUBM 6' BL Lf] M M64X/MUM B FEET Compacted Soil -Flow HGEi-Y Y&W RM;GAiG ,-LU 2'x4' UAW FOR CM WAM ANCHOR POSTS WE Yl1ST BE USE g NSTAIlm TO A OEPIH OF V TO SECURE NO LETS TW4N 1 j3 OE' TIE FENCE UOTE011 Tura L+E>6t+r of Posy NOTES- I ROOT WOM Wn BE A IDW 2 DEVA:E SHOULD BE NFfETAED TFfl0U1110U1 OOHBIRIICIION. 3 DEUCE %U BE RACED AT THE DRP LIE OF THE THE DBSTMG TRLFS PRIOR TO ANY LAND DLSRHBINCE_ 4 PNOt8CMN SLIM BE M PLACE BLAZE ORANGE PLASTIC MESH FOR TREE PROTECTION PLATE 3.09-1 131RE WSM' RASIIC RESIN 00110 's. J• • • NO. DESCRIPTION DATE REM REVW'D APRn DATE REVISION FND-SECTION 12" - 60" PIPE Hue EHD ON OUTLET EIb•SECTIOHS SPIGOT ENT) O!+ 04LE1 E+ND-SECIX)H CONCRETE 10 BE E JJJ 40DO P57 MrtNt►UM PLAN C ..�«�__ _ _ 01 TER ( �B�_ _ CF � - 6� SIEEI J�SI rrSRsl: 1•SyL. j , A k0 L•i T E SFC TION r. X Fwn vu7w END 5ECTIOt4 DIMENISION5 PIPf pAMf If.R A B C 0 E 2'•6" 6'•r 4•.a•• 27 42 1 •9` 5'-3 2.,Tt' e.• .. 6'-6_ 48` 2' 0' 6'•0" 2'-2" 6'•2" r-0" 6'•21••' r•6" CC•tI I ( st SIREEr APPROACH SAME AAA AS MAINLINE j A ROADWAY IRAXUS TO BE AS I 4 SHOWN ON PLANSI - .. 1 _ IRADIUS TO B AS • RApAl D,MBINAT SHOWN ON NS CURB AND GUT7ER FTF ,STD. CG 61 SIDEWALK I ® UH.E.S.i •:.' " I�: :.' •:. •1:, 6- CONCRETE FLOW EXPANSION JOINT I EXPANSION JOINT SECTION C-C NOTE WDiH "8" 21-0" OR A5 w' MARLINE ROADWAY SHOWN ON TYPICAL SECTION. A-) PLAN VIEW CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. ,q WHEN THE ENTRANCE RAOICANNOT ACCOMMODATE d THE TURNING REOUME)ENTS OF ANTICIPATED HEAVY 10. PA1ABOl,C TRUCK TRAFFIC, THE DEPTH FOR SIDEWALK a CURB RAMPS WITHIN! T14E LIMITS OF THE RAO•SHOULD BE EDGE OF S"MADER OR • ••AR D � CHANCE INCREASED TO 7". OPTIONAL FLOW LINE ® -'-- --- -� --•- D _ WHEN SIT. CG-11I$ USED FOR ENTRANCES BUILT 14AN.NC ROADWAY _ ' "•-` - - - -- - - -- - ..-. IN CO"WTION WITH VDOT PROJECTS, PLEASE e z ,WAX -__.. D NOTE THE FOLLOWNGz SLOPE CHAHICE 4D•MN.FOR STREET _~` D )K)K MARLINE PAVEMENT SHALL BE CONSTRUCTED S'MN CONNEr 1 TO THE RtW L (EXCEPT ANY StRADE STABILIZATION REOLAREO FOR MAINLINE O'OEStRA)LE FOR COMMERCIALPAVEMENT WHICH CAN BE OMITTED IN ENTRANCE THE ENTRANCE.) SECTION A - A ® RADIAL CURB OR COMBINATION CURB GUIDELINES FOR GRADE CHANGE D AND CUTTER BEYOND THE R/WW LIHALL HEETEXCEPT TFFOR TED REPLACEMENT "POSES. WHEN USED N CONJUNCTION WITH STANDARD ENTRANCE VOLUME DESIRABLE MAXIMUM CC-3 OR CC-T. THE CURB FACE ON TN$ STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFICURATgN. HIGH tMORE THAN 1500 VPD) D X 3 X SEE STANDARD CC-12 FOR CURB RAW DESIGN ►EDMAA (500•I500 VPO) S 3 X 6 X TO BE USED WITH THIS STANDARD. LOW (LESS THAN SOO VPO) S 6 X 8 X PLANS ARE TO NOICATE MIEN CONSTRUCIIDN OF •`K A FLOW LIE IS REOU'RED TO PROVIDE POSITIVE DRAINAGE ACROSS THE THE ENTRANCE. P�'OTrVN OF OGtITTERMiO PRECliJOEWPONINNG OF WATER. SPECFICATIM METHOD OF TREATMENT - REFERENCE CONNECTION FOR STREET INTERSECTIONS sot AND COMMERCIAL ENTRANCES REV. rrol VIRW4IA DEPARTMENT OF TRANSPORTATION 203.04 ALtERNA7E END -SECTION 12" - 60" PIPE Eg' NUB END ON OUTLET END -SECTIONS SPIGOT END ON S&ET END -SECTION X � X E y MXXTE TO A TO1 BE I_ PLAN C APB - DLVJE TER or PIPE •Ao STEEL FABRIC REINFORCEMEN � I D E -- PAY u END VIEW SECTION X-X END SECTION DIMENSIONS PIPE DIAMETER A B C D E 6•• 2..3.. 3••q•. 6.. Y. 2.,6.. ,e" 9 T-3" 3'•ID" 6..1,. 3..0.. 2r 4' IP' J'•2" 6'•T' 3' 6" 24'1 10.• S..r. 2'•p.. 6.3•. 4.0" 4'-0' 2•-r/" 6'•r _ 4'- 6" 36, 1'•3" _ s'•3"" 2••q : '-1 6'•a^ 51 Z,1t" p.•4.. ,.•6.. 60" 12'•6" 5'-0" 3'•3" '-3" 6'•0^ LENGTH OF PPE _. PAY l .-x`IE �-c e NOTES: I PPE LENGTHS SHOWN ON PLANS ARE BASED ON END•SECT04 OESICN SHOWN -'-•^•r �- 0►I THE t,EFT. IF THE CONTRACTOR ELECTS TO USE 1/t AL WINATE DESIGN SHOWN ON CULVERT THE RIGHT LENGINS WILL BE REDUCED BY THE OFFEtINENCE IN OWNS." 'Ir. SLOPE DETAIL SPEOF IC A 11Rr(, REFERE"`E- FLARED END-SECIION FOR 12"-60" CONCRETE PIPE CULVERTS 302 Vmcm OEPARiMENT Or TRANSPORTATION REV, 7/01 - - - ,o2.0, Minimum 6" x 6" anchored into pavement with #4 rebar. Length = 24" . CURBINq DETAIL PROJECT LAKE HOLIDAY ESTATES SCHOOL BUS PICKUP FACILITY RECREATION VEHICLE STORAGE AREA GAINESBORO MAGISTERIAL DISTRICT FREDERICK COUNtt, VA NOTES: 1. TKS ITEM MAY 6; PRECAST OR CAST N PLACE. 2. cor4CRETE TO RE CLASS A3 IF CAST RIM PLACE, 4C00 PSI lF PRECAST. J. COM0NAI1ON CURB L CUTTER HAYING A RKXUS or 30a rEET OR LESS (ALONG FACE CF CURH) SHALL BE PAID FONT AS RALYA• COf".ATI04 CURB L GUTTER. 4.FCR USE WITH STABILIZED CPEN-CR)OEO DRAINAGE LAYER, THE BOTTOM Of TIE CURB AND CUTTER VaL K COHSrRUCTEO PARALLEL TO TIE 5LOPE O SUBBASE COURRSES AND TO THE DEPTH OF TF£ PAVEMENT. S T14S CURD MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR t,ESS 11, ?.• R RIPRkPAIL •$ 45 1:i OR IN LESS DEVELOPED URSAAL $tl(A3iBAH AREAS. IF THESV CESIGN SPEEDS ARE EXCEEDED ST443ARO CC-? IS REGU'K0. i D 61. • • e a. ; a. a, a ; o • - 7' • C . A A p a a a D D _- -'--'------------- - THE BOTTOY OF THE CARE AND GUTTER IAAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF 6" 2•-0" SUBBASE COURSES PROVJED A ARNAN DEPTH OF 7" S MWACNEO. THIS AREA MAY eE CONCRETE AT THE OPTION CF THE CONTRACTOR COMBINATION 6" CURB & GUTTER RCS 502 VVT "A DEPART),ENT DF TRANSPORTATtOH .�- ,,�"'�"`'``� ,•--: �'� �• .arm ....:�'� • s u►' � -, • # 51 . M ,.a. Prune codominont leaders Pane n)b* or -1 Cross braTl:hes DO NOT stake or wrap trunk unless rsecessary _ - ---"'- Remove all togs and labels Olt away all balling ropes Remove top of wire basket � _\ DO MOT prune terminal leader or broach tips f / Prim narrow crotch angles and water spouts }� Prune broken branches Prune suders 2'-3' muk h kept away forn trunk r Sal well to conta»T water bodkin sal Widen and score hole wd ti' • w �:� -.r ,� �`' aL • ' arbolly bmK water to ,•, Settle soli, &M bockfiN'ag Remove amtainer and Cut "dig for water Irmaage Leave solid sal pedestal - do roots if container -grown, or as much not d•,g deeperthan MCI depth burlap as possible if field grown Dog hole 2-3 tinges root ball width TREE PLANTER DETAIL no =* MISCELLANEOUS DETAILS ALL FIXTURES TO BE SHIELDED TO PREVENT LIGHT SPILLAGE OFF SITE. PLAN 14 STEEI. REINFORCEMENT BARS 13 STEEL REINFORCEMENT TIES 0 1'-6' O.C. LIGHT POLE 1 ` TOOLED EDGES NAND RUB FINISH ON uGHT POLE BASE SURFACE OF CONCRETE WITH COVER PLATE AND FILL IN VOIDS. SMOOTH FINISH ON ALL •i�- EXPOSED CONCRETE ; 7: NONSHRINK LOAD SURFACES. PLANT I •. ) BEARING GROUT YELLOW ABOVE GRADE Ii• N ANCHOR BOLTS FURNISHED 3' -D" (I ♦' WITH LIGHT POLE. BOLT SIZE FACE OF a H�• PROJECTION AND BOLT CURB GRADE '•� ' I CIRCLE PER MANUFACTURER'S .. RECOMMENDATION. 8' GALVANIZED GROUND 1'-8' 0 CONCRETE BASE ROD. BOND TO POLE `3 STEEL REINFORCEMENT .af' :J P.V.C. CONDUIT AT 2'-6' TIES 0 1-6 O.C. ..r I: •.�.: BELOW GRADE TO PANEL _. J4 STEEL REINFORCEMENT tD ` ' I NOTE: BARS ♦ ' ` ALL UNDERGROUND WIRING -L • TO BE IN NON-METALLIC CONDUIT e . NOT TO SCALE LIGHT POLE FOUNDATION DETAIL SILT PENCE CULVERT INLET PROTRCTION (-- ETNOWAl. Z �I- TOE OF FILL o SILT FENCE o 0 ♦ DISTANCE M 6' MINIMUM IF (FLOW IS TOWARD EMBANKMENT FLOW 01 FTION" STONE COMBINATION /.0' 1 S' FLOW `VDOT f3, #357, tS' , /38 OR /57 TO REPLACE SILT FENCE IN ' HORSESHOE ' WHEN HIGH VELOCITY OF FLAW IS EXPECTED 1 PoPRAP SIDUBM ADAIM home TOO! Sbndard %mb and Va. DSETC PLATE. 3.08-1 URCE: VA. DSRC PLATE. 3.20-1 11 all a a I-11-a=u-u=n v.♦'\. \ \ ♦ .\ .♦ ♦ \ ♦. ♦ -\ ♦ \ \ .\-.♦ \ \ ♦ .\,:\ ♦ ♦: ♦<\ 71 I r•.I „ 1 1 , i I)! 11 ;�z�r r•�l�Z�r � a. I ,�r�1 ; �rrr�r•• �l fir•. i(.�r�l Ne.� � a � fi ��: �l•�. :��t►r�r�r.�r �z�r.� • ►I rr•. r +a� l a� •, T I . ,p,v,,`i-wqi,,T. III�III"III•• •1.•1'•�'•• •Ir•1 •• •• •• •1:•1'•1.•1.•• , a- ► I i r I .3�i�1��.�X�IY.�1,� I I ,4. G• I . tc , t . O .1,, r.. 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 POSIs- / A � L� FLOW III 4 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKRLL AND COMPACT THE FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL r / FLOW I I EXTENSION OF FABRIC AND VTRE INTO THE TRENCH, FILTER FABRIC Ja 3A )TIRE HOB: Adepted fmmn IDatalietion at 3tTTLW and 1)nl)ric Pitt Herrl6ralat_Sedim Patton H arris Rust & Associates,pC Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 + Winchester, VA 22601 T 540.667.2139 F 540.665.0493 it MAR CO. PLAN DESIGN RAM. SURVEY DRAWN DATE J.D.S. MAY, 2005 CHECKED SCALE R.A.M. 1 "=20' SHEET FILE NO. 7 of 7 12090 3-2 ... ,, . � ;. �. � r ;�, � � �� ,:>. ., ,, ,` , ,� -: �. �� '�, '\, �, "�CG� , , � ;\, `.;, �%�� s "� C ,. tis �,� �,� ,: �� �r� <;� ,,i ��, �r __ -- __--- __ _. __ - - - -- -------r--- - -- __ __ __ _ -i _ - - _ __ - --T-