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HomeMy WebLinkAbout83-06 Shawneeland Mailbox Facility - Back Creek - Backfile (2)M m 0 0 0 a CL n. 00 v� 0 0 N N N N 0 0 0 cO V �o Cn a w 0 Ln 0 .a L d d CONSTRUCTION NOTES GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utif " 1-800-552-7001. 3. 7tie contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of ufi ity, structure or road, and offset hub elevation. FREDREICK COUNTY SANITATION AUTHORITY 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcso-water.com . 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approvals. 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water main is tapped for the inspection of a new line: a) The Authority shall fumish all labor and material. b The contractor must: 1. make application and pay deposit 2. mark the tap location 3. coordinate installation with the engineering -assistant. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Autho(ty's Inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size, ft is the contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a The meter box, with its frame and cover, must be properly aligned with the coppersetter. b The frame and cover shall be set to final grade. c The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. d) All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. b An Application for Service must be made and fees paid before work will begin. c The Authority shall furnish and install all 5/8", 3/4" and 1" water services. d For all 1 %" and 2" services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as requireded). The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and its backflow prevention device, and/or 2) the fire service line s backflow prevention device. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. VIRGINIA DEPARTMENT OF TRANSPORTATION (AS APPLICABLE TO THIS PROJECT) LIVBM flnoloz rem.11 oil � sn� - 06ZW-1110110m, -:!= I AQ L an., k 0 01=1 42- LE V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Vt 4. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture of a discrepancy or conflict between the Standards or Specifications and Regulations, the most for the full width of any dedicated street right-of-way. At the direction of VDOT, stringent shall govern density tests shall be performed by a qualified independent agency in accordance with V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. to VDOT daily, unless specified otherwise Q. When working within VDOT right-of-way, all traffic control, wheother permanent or temporary, shall be in V15. VDOT Standard CD and UD underdrains shall be installed where indicated on accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic these plans and/or as specified by VDOT. control floggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge V16. The installation of any entrances and mailboxes within any dedicated street right - Specifications. of -way shall meet VDOT minimum design standards and is the responsibility of the V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic developer. signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It V17• Prior to VDOT acceptance of any streets, all required street signage and/or pavement is the sole responsibility of the developer to locate and identify utility facilities or items that may be markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify account receivable basis following the Manual On Uniform Traffic Control Devices. 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 utilized within any dedicated street right-of-way must be provided to the local VDOT field revision shall be the responsibility of the developer. Residency Office prior to acceptance of the work. Unit and total prices may be V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land obscured. use permits for any work within VDOT right-of-way. Vi9, 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 and mechanical spreader. Density will be determined using the density control strip in held by the engineer and/or developer with the attendance of the contractor, various County agencies, accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. utility companies and VDOT prior to initiation of work. A certified compaction technician shall perform these tests. Certified copies of test V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any reports shall be submitted to VDOT daily, unless specked otherwise. In addition to undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any checking stone depths, a VDOT representative shall be notified and given the opportunity required or requested inspection. to be present during the construction and testing of the density control strip. V9. The contractor shall be responsible for maintaining adequate access to the project from the V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the adjacent public roadway via a construction entrance that is constructed and maintained in VDOT Road and Bridge Specifications. Density shall be determined using the density accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, control strip as specified in Section 315 and VTM-76. A certified compaction technician access to other properties affected by this project shall be maintained through construction. The shall perform these tests. Certified copies of test reports shall be submitted to VDOT Developer shall have, within the limits of the project, on employee certified by the Virginia daily, unless specified otherwise. A VDOT representative shall be notified and given the Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall opportunity to be present during the construction and testing of the control strip. inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V21. In accordance with Section 302.03 the foundations for i culverts thirty-six 36 � pipe rfY- V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the 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 end of construction. exploration to the engineer and VDOT for approval prior to placing pipe. Foundation Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at conflict otherwise unsuitable foundation is encountered, the foundation design and/or need for points. foundation stabilization shall be determined by the engineer and approved by VDOT. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) V22. Approval of these plans shall expire three (3) years from the date of the approval encountered during the course of construction shall be immediately brought to the attention of the letter. engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT plans and/or as specified by VDOT. representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall V24• VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these be present to insure the sample obtaines is representative of the location. When soil samples are plans in accordance with VDOT?s installation criteria. Final approval of the guardrail submitted to private laboratories for testing, the samples shall be clearly identified and labeled as layout to be given by VDOT after grading is mostly complete. belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. PART OF TMP 49AO1-1-6-14&15 Zoned.- R5 Proposed Use,." Commercial Vicinity Map Scale 1 "= 500' DECEMBER 15, 2006 EROSION CONTROL 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to issuance of the land disturbance permit for the subject project. 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. 3. Prior to release of building permits, the following items shall be completed: a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified as -built of thr subdivision which contains the following items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the as -built which states that the subdivision has been constructed in accordance with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 5. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. Patton H arris Rust & Associates,Pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 + Winchester, VA 22601 . A T 540.667.2139 F 540.665.0493 RESPONSIBLE LAND NAME: CERTIFICATION #: DATE: DISTURBER: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. P�T H C7F L IQAL A. ISLOWSKY, IJR, Z Cl NO. 020674 1"y mko s I l-E + . SHEET INDEX 1 covot SHEET z SITE Pur+ 3 GRADING h EROSION CONTROL PLAN 4 LANDSCAPING AND LIGHTING PLAN 5 CONSTRUCTION DETAILS Owner/Developer: Shawneeland Sanitation Distriict 107 North Kent Street Winchester, Virginia 22601 (952) 294-0353 P.O.C. Michael Newlin LOCAL UTILITIES Frederick County Sanitation Authority P. 0. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre Allegheny Power 3463 Valley Pike Winchester, Virginia (540) 722-5852 Verizon 404 Hillandale Lane Winchester, Virginia (540) 665-3156 22604 P.O.C. Cindy Laing 22602 P.O.C. Tim Kelly Adelphia Cable 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667-0364 P.O.C. Art Coleman Shenandoah Gas P. 0. Box 2400 Winchester, Virginia (540) 869-1111 22604 P.O.C. Tim Hlockman Approved by Frederick County Zoning Administrator �7 Site Plan Approval Valid for 5 Years From Date Shown Hence Date Project Number: 06719-5-0 Sheet Number 1 of 5 n" [`I I1 n C a =1 z E a 0 M r\ 0 0 N N N N 0 U C R a C W o' in rn A10 0 N .a a` S 62'26'17" E 200.00' ' LL z CY O _j=U ow N rA S 62026'1.7" E 200.00' 0 LOPEZ, WILLIAM & MARIE L ZONING: R5 PIN 49AO1-1-7-1 DB 462 PG 101 LAND USE: VACANT FREDERICK COUNTY SANITATION DISTRICT ZONING: R5 PIN 49AO1-1-7- D8 799 P LAND -US- VACANT FREDERICK COUNTY SANITATION DISTRICT ZONING: R5 PIN 49AO1-1-7-23 DB 799 PG 398 LAND USE: VACANT 14"x23" RCP 45' LEN. @ 0.51 % INV. IN 831.68 INV. OUT 831.45 ES-1A, EC-1 O/H ELEC. & TELE. S 62026'17" E 200.00' LL Paz ENO O C) -Jp0 Nw (� FREDERICK COUNTY SANITATION DISTRICT ZONING: R5 PIN 49AO1-1-6-16 DB 799 PG 398 LAND USE: VACANT S 62026'17" E 200.00' FREDERICK C NTY o SANITATION ISTRICT to ZONI R5 N 50.00' T PIN 4 01 REAR SETBACK 25' 308 7-9-9p� 398 P � D USE: VACANT ROP. PIPE 3 PR7OPOS'DAAILBOX FACILITY 14"x23" RCP ACES REQUIRED - LL u' 45, LEN. 0 0.51 % o I ACES PROVIDED 41 8 z �- INV. IN 831.69 INV. 0 o HASPACES REQUIRED 2 M o OUT 831.46 ' ES-1A, EC-1 HASPACES PROVIDED 2 ,� o V w TOTAL SQ.FT. = 835.60 N cwn 74.50'TION co ' r. z 11.5 PROP. 6 S/W ­4 1 1__� i CONCRETE EELS 0PS 12CIS4 a 9.00, Od,_777 8.00' 8.00. 9.Q0' o vkg� 2R Y hyy� Va -h"vf" C% Q- x�.t'�'iy'�*^ GOB C, S;62°26'17" E 200,00, W ,. 12.-22 o �1 .�0' 9,00 N1 9 22.00' 4.r rn REDS IC OUN o' S NITA ISTRI T o ZO N�: R5 N N 4 -6-1 i IDE39 P 398 ND SE: ACA T a 'W o Uj N n o W 0 11.50'to 0 ) co j . w 4 Il-- ONCR TE/ M I _j V EELST S 9.00' o 04 M� w a z �--FRONT SETBACK 35' PAP. -BUS WELTER \ �b CJ o Z REMOVE EXISTING BUS SHELTER Q E 11.0 33Jp1ALl N 73 447 . 203 STOP SIGN & BAR M/M EX. PAVEMENT / SAW CUT EDGE / \10 / POWRAZAN (ASP► ALT) T �41L PROP. PIPE 2 WOO" RCP 12' LEN. ® 0.5% INV. IN 831.27 INV. OUT 831.21 ES-1A, EC_71. M/M EXISTING PAVEMENT 26 91 , J C* 2� O CL EX. i8' f Ago ZONING: R5 LAND USE: OPEN SPACE (LAKE) Cr��4PH/CSCALE 20 10 0 20 40 (IN FEET 1 inch = 20 ft, 0 0 0 0 O t M co M M X. PA MENT SA CUT DGE w CC ��y • 01 � i o� Q 8" VDOT 21 B PROJECT SUMMARY R � TAX IDENTIFICATION NUMBER PART OF 49AO1-1-6-14 &15 N o Q Q J WELL COMPACTED SUBGRADE EXISTING PARCEL AREA 1.06 ACRES Q o 0 w O W z �, �. w N w o MOOW DEVELOPED PARCEL AREA 1.06 ACRES _ O ZONING R5 can c �� w 0 ° j ADDRESS SHAWNEELAND LOT 14 &15 0 o i CURRENT USE VACANT do \ \ \ \ \ \ PROPOSED USE MAILBOX FACILITY C 0 0 DISTURBED AREA 1.35 ACRES SMITH, STEVEN LYNN AND SETBACKS REQUIRED PROVIDED APRIL MICHELE STANDARD PAVEMENT SECTION FRONT (Tecumseh Trail) 35' 64'+ ZONING: R5 Not to Scale SIDE 10' 74.5' PIN 49A01-1-6-4 1.5" SM12.5A REAR 25' 25' DB 939 PG 1399 PARKING 5' 10'+ LAND USE: RESIDENTIAL 3" BM25.0 BUILDING HEIGHT 35' (MAX.) 18'(+/-) 8" VDOT 218 GROUND FLOOR AREA 1,500 SQ.FT. WELL COMPACTED SUBGRADE NUMBER OF STORIES 1 FAR ALLOWED 1 FAR PROVIDED 0.03 Kx MINIMUM LANDSCAPED AREA 0.16 AC. (157) LANDSCAPED AREA PROVIDED 0.40 AC. (377) \\\ \\ \\ \\\ \\ \\\ \ PARKING REQUIRE PROVI STANDARD SPACES - 41 HANDICAP SPACES 2 2 TOTAL SPACES PROVIDED 41 DRIVEWAY ENTRANCE INTO HEAVY PAVEMENT SECTION SMITH PROPERTY Not to Scale PARKING LANDSCAPING IMPERVIOUS AREA 20,531 S.F. TREES REQUIRED (1/2000 S.F. IMPERV. AREA)-10.3 '- "'-- TREES PROVIDED 11 SHRUBS REQUIRED 59 SHRUBS PROVIDED 59 NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDER2ICK COUNTY ZONING ORDINANCE. 2 SIGNS- SHALL BE LOCATED 3 IFT. FROM FACE OF CURB AND 10 F, FROM PROP. LINES. MAX. SIGN HEIGIHT= 35. MAX. SIGN AREA= 150 S.F. 3. ALL LIGHTING IS TO BE CONTR(OL1ED TO PREVENT OFF -SITE GLARE POCAHONTAS TRAIL 4. ALL REQUIRED EGRESS SHALL 'BE HANDICAP ACCESSIBLE TO MINIMUM couNTY OF RERICK SHAWNEE TRAIL LANDING, AND 50% OF THE ENTRANCES SHALL BE LOPES ZONING: R5 5. HCAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAW CROSS SEXTERIOR PIN 49A01-1-6-2 OF MORE THAN 1:50, THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. DB 816 PG 557 SAWCUT EDGE 6. HANDICAPPED ACCESS SHALL IMEET ANSI 117.1 SECTION 4.1 1 LAND USE: VACANT PROVIDE TACKCOAT 1 7. NO STEEP SLOPES, WETLANDS;, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. MILL 6 xi' 1/2" JOINT 8•ALL UTILITIES TO BE PLACED U)NDERGROUND ENTRANCE 1 & 2 9.ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHAL REQUIREMENTS. EX/ST/�y� 10. FIRELME MARKING SHALL BE PIRONDED AT ALL FIRE HYDRANT AND THE F.D.C. THE STRIPING CURB PAINTING AND SIGNAGE SHALL. MEET THE REQUIREMENTS OF THE FIRE MARSHALL EX. EDGE OF ___/ .` .' 11. BUILDINGS SHALL COMPLY WITHI THE VIRGINIA UNIFORM STATEWIDE BUILDING PAVEMENT CODE AND SECTION 311, OF TWE INTERNATIONAL BUILDING CODE/2003. OTHER 1 1 /2" SM 12.5A T APPLIES IS CABO EA117.1-03 ACCESSIBLE & USABLE BUILDINGS AND CODE THAT T 3" BM 25.0 12, NOTE SPECIAL INSPECTION REQUURREMENTS OF CHAPTER 17 OF BOCA SHALL 8" 218 APPLY TO THIS TYPE OF STRUCTURE (SOILS, CONCRETE, STEEL ETC.) STRUCTURAL PLANS SUBMITTED) FOR PERMIT APPLICATION SHALL BE SEALED BY WELL COMPAOU SUBGRADE A VIRGINIA LICENSED DESIGN PERSON. M M EX. �91 DADW,4 Y,� 11. SLOPE ACROSS THE PARKING AND UNLOADING SHAH NOT IX(�ET 1' IN 48. 12. ALL REQUIRED EGRESS DOORS, (IF INSTALLED), SHALL BE ACCESSIBLE AND SLOPE FROM THE PARKING SHAkLL BE DESIGNED AS A RAMP WITH A LANDING AT THE DOOR THAT DOES NOT' EXCEED1" IN 48" SLOPE. ' TRIP GENERATION ITE, 6TH EDITION ESTIMATES THIS 3tT'E AT FULL DEVELOPMENT FN:tE LANeB FIE WOULD GENERATE 162 T.P.D. Fire Lone markings and signmge is required at all fire hydrants, fire department LAND USE CODE- 732 connections, curbing not deGmeated as parking, and all normal and emergency ace points to the structurre. The contractor shall coordiinate with the Fire FREDERICK COUNTY IMarshall to ensure these requirements are satisfied. J SANITATION DISTRICT ZONING: R5 PIN 49AO1-1-6-1 DB 799 PG 405 LAND USE: VACANT LEGEND PROPOSED HEAVY PAVED AREA (8- VDOT 21 B/ 3" BM25/ 1.5- SM 12.5A) • - PROPOSED STANDARD PAVED AREA (8- VDOT 218/2" SM 12.5A)..... PROPOSED CONCRAREA........................................ ETE , " PROPOSED GRASS AREA ........................................ UTILITY PEDESTALS ............................................... D 0 EXISTING STORM DRAINAGE & STRUCTURE ........................... PROPOSED STORM DRAINAGE & STRUCTURE ........................... PROPOSED UNDERGROUND ELECTRIC SERVICE ........................ -nUBT n PROPOSED UNDERGROUND TELEPHONE SERVICE ......................•. 11FL1 Culvert Summary Culvert Inv. In Inv. Out L(ft) D(jn.) S(%) Type 1 831.68 831.45 1 45 18 0.51 RCP 2 831.27 831.21 12 24 0.50 RCP 3 1 831.69 831.46 45 18 0.51 RCP FINISH GRi EXISTING GF 835 r� 830 825 - 000 If C1 0 > I -t oz1W C E• C: Rip Rap Sizing Chart Pipe L W C lass C-1 8 ft 4.7 ft 1A C-2 8 ft 4.7 ft 1A C-3 8 ft 4.7 ft 1A 00 C0 n m Z z FINISH GRADE EXISTING GRAD'. 835 830 .0 @ 5 % 19" 30 RCP 840 FINISH FRADE- EXISTING GRADE 835 45. 0.: 14" F 830 825 0o00 11 z M 1 W 0) 11 Z U-) C) > +�ci� +�>. z o?W oZ C� t1r) 03 Ki41 POI n 001, ooc 0MOI GRAPHIC SCALE 50' 25' o' 50' 100' 0 +00 0+00 0+00 C-1 C-2 C-3 1 INCH = 50 HOR/Z. . /NCH 5 ftt= I/ERT. STORM SEWER PROFILES Q. -- U 4) r.+ Q rn O I N v rn U-) N a -0 o o �t Q 0 oN r- J 4 (0 c0 a 'tIt .E.r N J T `t q- N C- N r") S � p rO r- -ItL�C Q H U. (n ui O aL >, L v + C ui O W +� C 0) aW gm M _1 � Z 0 �J � O U �U Y o z �B a V Q Q U NI:W o r- � co 4 N N to Z �j O ail >� W O W Z:C4 %' W W W f- o D QQ U s v a cnbi o cn cn rY <W o 0 Zz O w p w Y <U o U Q 0 Z 6 0) U Z Y Z O Q W _TJ 40 o� CD 0 a =I z a 0 0 N N N N 0 0 U c a i W 0 In r, Cl w O a a ' - _ / J + m 04S 26`17� ------------------ ( / / / ' ,' i ,' �,'' '' ..''.'' - ' --_ - __- _ ---------':.... Ems_-------- r I •, i ; ------- ---- / 1 - - a --- , ,` 1 ; FREDE COUNTY / \ SA a lON DISTRICT 1 ZONING: R5 PIN /49A01— -` r ' /, / J l r C) r �� \ O 3 79 Gi 398 LA SEy/VACAN Wi LLi A M& M A R I E L 1 ZONING: R5 N 49AO1-1-7-1 / r ,' ' l r' ' / / ' r / l r )B 462 PIS 101 / l � r' l / / r' - $ r 1 CIO JD USE: VACANTEg nr.w.-nss.^ix•.aass•e+xi-x-^r.•wr•' ' ' / ' r ,/ ' r /'''/ - - _ _ _ _ ` ` ` _ _ _ t + � � ' le SILT FENCE CULVERT INLET PROTECTION �-- ENDWALL DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW / OPTIONAL STONE COMBINA TION / , / /' /' /' / ,' ' /' '' / ° ' / / ,' , / / r / / + + O In CID / - _T—R��if�,cdQNl 1 / / /,' ,,// ;/'�/''n i /p %/,,e i// l �. ,...., }/.._ �\ \\ \+ ',1 ',} 1IT/'kTl(}Ai QfSTRI6T/', ,,','/ ,, , /' �`�`/ '', n; / \ t -zgNIfiNQ: >-5�// ;';-'/; ;:';'�',/',/� ,' \ 835.40 '- a M ' 49AV'7f1 %�— ,'',','//,',/;/ - / / % /,/,' _ M// , ' ,"____---Y� \ P \' \ ', --- 83 _ ' , Qo \ ` C) S, -BLUG d6' yA>✓A ,(Y -' 835.265° 5.1$- - 6 �, \ ___/ _ ,oc 34.76 Ir S 62°26'17" E 20 00' \ )834.6 It ( ' Ep >< r tQ REDE ICK GOUNTY I S NI ZO NG R 6— TRI T j M i IV:O 1 I 401— —°D \ ' 5, � 0 9 PG 398 - 'LANDSE: ACA T \` , I ' ' ' S01 ----56 it if , 1RI,Ck COUNTY doI a -PO 1 DfS7ICTI ` \ ' 9AQ141-7-2A r \ UPE:t' V/ACA&T ; i l / 1. 34. 2 / a o o a o o a o 83 . k' 834.35 \ EP ep EP .90-- ', VDOT CLASS 1 A ` rr i / 831 83 70 G x8 4:70 ` '' RIP RAP +,' �vdbhVcY c .90 r r r RIP r I 34.8 I, I 1 r CCµ •� P + , 831 r r + r ) 26 � 833��' j4 ex�� ct�P r I / 831.27 INV. IN I _ ,.9 833 r + I I I 8�4830.93 \ i t ` is �% $71 IN V. I N r % ff,834.85 /1� 1CULVE T ' / / r m a / - EP 10 83 .05 / '- � 3 .�r9APH/(SCALE OC ZONING: R5 20 10 0 20 40 LAND USE: OPEN SPACE (LAKE) /N FEET / 1 inch = 20 ft. 1.0' 1.5' FLOW 2.5' STONE CONSTRUCTION ENTRANCE 70' MIN. FILTER CLOTH 6" MIN. I Al SIDE ELEVATION v uu r »t COURSE AGGREGATE * MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION B + TO SEDIMENT I TRAPPING DEVICE PLAN VIEW SECTION A —A EXISTING PAVEMENT 5:1 MOUNTABLE BERN (OPTIONAL) T 10' MIN• EXISTING PAVEMENT 10' MIN. / REINFORCED CONCRETE' DRAIN SPACE *VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE CLASS I RIPRAP HO H EVELLOCITYCE ILOFFFLOW IS EXP�CTED RSESHOE WHEN SECTION B — B SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1 CULVERT INLET SEDIMENT TRAP CLASS I RIP RAP !� / INVERT PIPE *STORAGE REQUIREMENTS EQUIVALENT TO THAT OF TEMPORARY SEDIMENT TRAP, STD. do SPEC. 3.13 RIPRAP HEADWALL 67 C.Y./ACRE WET STORAGE PER SPE C TI VE VIE W (BELOW BASE OF STONE) 67 C.Y./ACRE DRY STORAGE (BASE OF STONE TO TOP OF STONE BERM) PIPE INVERT NATURAL GROUND RIPRAP HEADWALL 1' B AREAS TO BE DISTURBED / (CUT, FILLED, ETC.) „ (V 'CLASS I RIPRAP VDOT #3, #357. OR #5 COARSE AGGREGATE MAX. SEDIMENT DEPTH (CLEAN OUT POINT) AT 1/2 VOLUME OF WET STORAGE AREA ELEVA TION SOURCE: NORTH CAROLINA SEDIMENT CONTROL COMMISSION SOILS CHART MAP NAM E SYMBOL 36 Pits, Quarries, and Dumps -Shale Material PIPS' 0 UTLE T CONDITIONS A 4 SECTION A —A PLATE. 3.08-2 80Un*: Va. DS'8'C 'IPE OUTLET TO FLIAT ,REA WITH NO DEFIINED 'HANNEL L T- _ I d FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE P'ERIMM;R t t.• t• , t • • • 031��=WvAeul Loj*v 1 ado 'IPE OUTLET TO WTELL )EFINED CHANNEL Plate 8.18-1 LEGEND PROPOSED STORM DRAINAGE STRUCTURE . . DRAINAGE FLOW . . . . . . . . . EXISTING GRADE . . . . . . . . , PROPOSED GRADE . . . . . . . . . �--` PROPOSED SILT FENCE . . . . . . . . SF CONSTRUCTION ENTRANCE • • • • • • . Q INLET PROTECTION . . . . . . . . . �0 OUTLET PROTECTION . . . . . . . . . o DRAINAGE DMDE . . . . . . . . -� WAITS OF CLEARING. . . . . . . . . EC-2 SLOPE STABILIZATION • • • . v ct) Q 4t U 4 O Q rn n O v N 10 LO W-0 p O CD d Q a Q N O J Q (D cD W } 0) 0) r7 c O O 0 I\ CL 0 F- U_ •L O tr � M� C � O a� c M 0) a W �..� zo Q z zO � U Q w ry CD- z 0 0 a- cf) z z 0 O O 04 w ul N qr- 11 LL_ O W m W M wU J W � LLJ o cf) 00 O � U Q U OC 0 0 o as Z Q w LU J � o T_ 0 EO O C:) 0 C- _ Z E to t\ O 0 N N N N Q1 'R p Z O 0 N U i C rD a C LJ 0 l in Q1 to a) 'o a 0/H ELEC. & TELE. S 62026'17" E 200.00' U_ tOdZ O ti 0 cl Sld, -J o U 2 W 6- 7 i C4 (1) 0 :Z, )NILLIAM & MARIE L ZONING: R5 PIN 49AO1-1-7-1 D8 462 PG 101 .AND USE: VACANT -REDERICK COUNTY ANITATION DISTRICT ZONING: R5 4N 49AO1-1-7- DB 799 P AND VACANT DERiCK COUNTY TAT10N DISTRICT ZONING: R5 49AO1-1-7-23 3 799 PG 398 D USE: VACANT FREDERICK COUNTY SANITATION DISTRICT ZONING: R5 PIN 49AO1-1-6-16 D8 799 PG 398 _., . LAND USE: VACANT S 62026'17" E 200.00' FREDERICK C NTY SANITATION ISTRICT ZONi R5 T PIN 4 01-1-6-15 799 PG 398 D USE: VACANT PROPOSED MAILBOX FACILITY PARKING SPACES REQUIRED - PARKING SPACES PROVIDED 41 O d OZ HANDICAPPED SPACES REQUIRED 2 11-s N - HANDICAPPED SPACES PROVIDED 2 0 c v 1,500 TOTAL SQ.FT. W F.F. ELEVATION = $35.60 N cn PSA "o tn1W ih :t l co M r, w 1� ..191 27„ � 407: STOP SIGN & BAR ' S%AX NO / Q MAINTENANCE OF LANDSCAPE NOTE: ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER. ALL PLANTINGS SHALL CONFORM W/ 165-36B OF FREDERICK CO. ZONING ORDINANCE. ANY PLANT SUBSTITUTIONS MUST BE APPROVED iN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. PLANTING SCHEDULE COMMON NAME SIZE AT TiME OF PLANTING SPACING QUANTITY m PIN OAK 2' CAL 0 6' HIGH AS SHOWN 11 HOLLY HETZ 3 GAL CONTAINERS-S HIGH 3' ON CENTER 59 v 12 s +r y e r r, K S 62026'17" E 200.00' 9 C REDE !C OUNT S NITA ISTRI T ZO N�: R5 IN 4 - -6-1 DS 9 P 398 LIAND 5E: ACA T '0 1 U, . W �t—_� t LU j2 > Q CD SEEDING REQUIREMENTS ALL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM 6" OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS MARION KENTUCKY BLUEGRASS PER 1,000 SQ FT. 1 LB. ANNUAL RYE PER 1,000 SQ. FT. 70-120 LBS. MULCH PER 1,000 SQ. Fit FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE TESTING PERFORMED AT 11ME OF CONSTRUCTION. AT A MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS PER 1,000 SQ. FT. o co EX. . CUP 0 M o � o m r N \N�' ��l � l�2gg51 f \� 4 SO4LIF 40 20 0 40 80 ( IN FEET I inch = 40 lit. LITHONIA KAD 40OW MH 3-FIXTURE MOUNTING HEIGHT-20' LITHONIA KAD 40OW MH 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. Prune codominont leaders Prune rubbing or -�- cross branches DO NOT stake or wrap trunk unless necessary Remove all tags and labels Cut away all balling ropes Remove top of wire basket DO NOT prune terminal leader or branch tips J Z '0.., Widen and score hole wall ; : Remove container and cut circling Leave solid soil pedestal - do roots if container -grown, or as much not dig deeper than ball depth burlap as possible if field grown Dig hole 2-3 times root ball width TREE PLANTER DETAIL no w* Prune narrow crotch angles and water spouts Prune broken branches Prune suckers 2'-3' mulch kept away from trunk Soil well to contain water UNAMENDED backfill soil Partially backfill, water to settle soil, finish backfilling Area for water drainage SHOE BOX, DOWNCAST LIGHT FIXTURES REQUIRED. J4 STEEL REINFORCEMENT BARS J3 STEEL REINFORCEMENT TIES 0 1'-6" O.C. ALL FIXTURES TO BE SHIELDED TO PREVENT LIGHT SPILLAGE PLAN OFF SITE. LIGHT POLE 1" TOOLED EDGES POLE BASE HAND RUB FINISH ONUGHi WITH COVER PLATE SURFACE OF CONCRETE AND FILL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE NONSNRINK LOAD SURFACES. PAINT 11i Ills BEARING GROUT YELLOW ABOVE GRADE ' I ANCHOR BOLTS FUIRNiSHED 3'-0" . ll WITH UGHT POLE. BOLT SIZE FACE OF CURB GRADE 4II� I PROJECTION AND BOLT r CIRCLE PER MANUFACTURER'S .- RECOMMENDATION. 8' GALVANIZED GROUND '14 V-8" 4 CONCRETE BASE ROD. BOND TO POLE. -�1171 3 STEEL REINFORCEMENT P.V.C. CONDUIT AT 2'-6" TIES 9 1'-6' O.C. BELOW GRADE TO PANEL J4 STEEL REINFORCEMENT `P " °� . " = NOTE: BARS 1. Ali UNDERGROUND WIRING 4 A TO BE IN NON-METALLIC CONDUIT 4 ' NOT TO SCALE LIGHT POLE FOUNDATION DETAIL Arm -Mounted Drop or Flat Lens Cutoff Intended Use m KAC re`lector is optical-cuality aluminum that works in tandetrvittl a light-dirfusing For parking areas, street Igiting, walk- pfisinati^ legs. ways and ear lots. Electrical -Ballast is high-,eactance,high Contour Features power factor 170-151AN' H'S,1CGM &15GP7i) or high power `actor constent-wattege au - Housing - Pugged, die-cast, soft -corner tctransformer(175 403W MH & HPS), Bal aluminum hoes ng with 0.12' nominal wc1l last is copper wound and 100% factory thickness. Extruded 4"soft corner arm or tested. polo or wal! mounting is standard. Finish - Dark bronze (DDB) t urrf tun rests- Ooor Frame - KAD d e-cast door frame tant polyester pJwder finish lnnp), with has Firpscl-iesstanL,Lempeiedglasslens other architectural colors available. � • f� which is ft.11y gas<eted with one-piece Socket- Porcelain, horizontally (position) bondedtu6ua siicone.KaCde castalu orientedmogul bcscsockct(100M&1bUM ; minuet doer frame hits prismatic, impact- are medium-baso) with copper alloy' nick- resistant, tempered glass, drop dish acryl ei-plate( screw shall and center contact. i, is lens or crop dish polycarbonate tens. UL listed 1500W-00011. 4KV pose rated. l I. DoorframaisfullygasketedvA:hcne-piece t `r. :ubulsf silicone. Listings - UL Listed (standard). CSA Celt - fied or NOM Certified (see Optinns). (R. list- ( �r Optics - KAD reflectors are anoeized hy- ed for wet locations. IPC5 cerifed. droforned and segmented aluminun. Four y cutoff distributions available: lit (Road - Way), R3 fAsymmetricL R4IFo rwa rdThrow) and H5(Symmetric). Segmented retlectors' tg are rotatable and field interchancablo. Ordering information. Example: KAD 400M R3120 SPOO9 i u I Designation D sV'butiorr Voltage c . fNaurtina OFt ons7AeCessories 4lgh Pr9tsure Sad gmJ KJ'rD—Hycrcforroed R3neciar& 120 r1. cluced n 0l e KAD 70C R7 Tyrst l rrladway Mat SPnn4 4- sruarr. pole arm' (od.) LPt Lamp Inc tided KAD 10DS R3 Typo I I asymmotnc 240, SPD09 T seuere pole arm SF Sutgte fuse.129V, 27Td, X7V (n/a M KAD lbws R4 Type 1*0 `orward 2r7 RPD04 4' route pole arm; OF Da.tale ruse, 2MV, 24014 4'3Tr irVa 1W KAD 250S throw, share cutoff 347 RPDD9 9- ttxnw P01e an r PER NFNiA Mist-inrk rereatacle nnly 00 KAD 4110S RSS Typo V utL-.to 430t %W1004 V wood pole or waJ1 photocont-ol) 1 101 Sesnented Reflectors TR' Minivans Twond pate -Irwa4 ass a:13•tc fiesudce systuci (250VJ utax, KAD 1001M SR2 Typo Ii asytruixVic W11064 C wa'I brecket 2G�' lamp root utcludo:11' KAD 750hl S93 Type I i asymmetric WOUO2 tr wa l brEcket PI) Puna KAD 175h1 5R4SC Type IJ =orvrard S 1iApttta[aLely WTf3 —arnioal bockb KAD 200M1 throw, sharp cutoff KMA Mas: Wrn adapter EC Emergency cireu,t KAD 250M KTMB Twin mounting bar SCWA Super C VA tulse star. ballast (r✓a wti KAD 320M DAD12P Cegiee erm (poles any HPS, Loeb or 175M1) KAD 35DNIi DAD12M Cogreo arm (wall) GSA CSA Certified KAD 403M narkl NuM : orxjaj contuit factoy) liar sFWW tadit :u.,i 495. IppL'd sCriarately' PE1 NEN1A twist -lock PE 112aV-24M PE3 Nhf0A tw t-lack Pc (347J) PF4 WMA liusi-1'rck P= (4);;rvJ PE7 NEMA t%Wst-lxk P (277V) SC Shorting cap for PER oa:ian HS Horse•sida shin d sR2, R3, R4! ;SR2, SR3; KADVG Va'tdol gua•d KADWG Mreguarc D-Mona ere are shown 1n inof reonttnaaaems unleoc t Most to wew4d-Md, SMA. otFonn;se nctad. 2 Ccrmutfatto-yfaa�aiabilay;nCanade. 3 Opfre:,,Carads 1rTr,Vrvscrv;snipastav�arv. EPAa f1.a2 `.. t SPDC9.1^?a3 orymcce min oe usec wren ivn'rairesl iq,rsru 171;p4a4.51 ere aiyltod on DV29,?.&n or DM43 dr0§ng panem )sought Tva(1a.1) '< i GR� Devei et•.Io inadest>watfeaes.Ccrawtfactory. No., ✓.eight 42 iba;,g.l kg) H : 6ePr oust dal. wlth^.M-£,rll.�ndLL optic iii����ll ' 7 bury peorcorsd scan oscmoory. I t 3 trK7.rdos rrcr.rxirg erm, '}`•..� C cr�,N.3' �'kss j ww.hllitP na (:411tr iViiJt�i s� aat f ' i -!'3- k:',�nard _yA.d l',d�;,'�t�t«'71if !.�.�,. Lp 4.1 "N' -� GQN IA GENERAL CONDITIONS can �`� �o _J 4 z B l SCOPE OF WORK o = -5 Wo - ' (� } d moo& 0. The landscape contractor shall provide all materials, labor and equipment to complete all landscape w 6 3 a work as shown on the plans and specifications. o 0 ti d On'Nf00 NOTE: If the contractor bids according to the Plant List, he/she should thoroughly check the plant list quantities with the symbols drawn on the plan, top be sure there are no discrepancies. If there is a discrepancy between the drawing and the list on the plans, the drawing takes precedence. v �; STANDARDS ` N +' m -� A. All plant material will conform to the current issue of the American Standard for Nursery +� Stock published by the American Nursery & Landscape Association (ANLA). ea Q rn rl- B. Plant material must be selected from nurseries that have been inspected and certified by e� Q state plant inspectors. O 0 1 C. Collected material may be used only when approved by owner's representative. N 6) to D. Nomenclature will be in accordance with Hortus III by L.H. Bailey. Q o o N o SUBSTITUTIONS: PRE -BID 06 J �, > 6 L' ___I >, d d It is the landscape contractor's responsibility to make every reasonable effort to find the material specified by the architect. The landscape contractor may offer substitutions to the landscape o � a o 0 architect for his/her consideration. The landscape contractor will notify the landscape architect if OC a 0 1.- U_ there are known diseases or insect resistant species that can be substituted for a selected N pest -prone plant. The contractor shall submit a base bid as per plan plus price clarifications for all .- o recommended substitutions. L > SUBSTITUTIONS: POST -BID = D -�- It is the intent to eliminate post -bid substitutions. However, in the event that the contract material vi has become unavailable, an appropriate substitution must be approved by the owner's representative. O a) (D UTILITIES AND UNDERGROUND FEATURES aW The landscape contract shall notify utility companies and/or the general contractor in advance of construction to locate utilities. A. If there is a conflict with the utilities and the planting, the landscape architect shall be responsible for relocating plants prior to the planting process.. Any cost due to relocating after planting shall be borne by the owner. DRAINAGEIn Z Z If plants are to be installed in areas that show obvious poor drainage, and the! plants are inappropriate for that condition, the landscape contractor shall be relocated, the contract shalt be adjusted to allow for drainage correction at a negotiated cost, or the plant seliection modified by the landscape architect to accommodate the poor drainage situation. W WARRANTY A. The standard warranty is for a one (1) year period, excluding bulbs, sod and annuals, commencing on the date of initial acceptance. Al plants shall be alive and in satisfactory growth at the end of the guarantee period. B. Balled and Burlapped (B&B). 1. Balled and burlapped plants shall be dug with firm root balls freie of noxious Q Z weeds. There should be no excess soil on top of the root ball (or around the trunk. 2. Ball size shall be in accordance with ANLA Standards. �.�. 3. Caliper and Height Measurements: In size grading B&B single-truink trees, caliper shall J take precedence over height. Caliper of the trunk shall be taken 6" Above the ground level (up to including 4" caliper size) and 12"' above the ground level of larger trees. For multiple -trunk tress, Height measurement shall take precedence over caliper. C. Container -Grown Stock 1. The size of container -grown shrubs is measured by height and width of plant. Container -grown trees are measured by the same standards listed in B.3 above. The root system of container -grown plants shall be well-developeid and well - distributed throughout the container. 2. All container -grown trees and shrubs that have circling and matted roots shall be treated in the following manner prior to planting: using a knife or sharp Blade, .tttiitit.� make 4-5 cuts, 1" deep, the length of the root ball, to cut all (circling roots. ,�! _ Z See Planting Procedures For All Container -Grown Trees & Shrubs in this section. 1>7 3. All container -grown plants should be grouped and watered daily «until they are S planted in the landscape, the soil shall be kept moist with the equivalent of one • inch of rainfall per week. Q �•�• A. Pruning shall be done before planting or during the planting operation. Pruning Detail for Trees in this section. B. All plant material in transit shall be covered to keep material from drying out. o Q U The covering shall comply with state and local laws pertaining to the transport o W of materials. W v B C. Trees shall be placed in an upright position with the rootball covered by mulch and Z kept moist. Trees and shrubs should not be left on site unplanted for rr)ore than o V 24 hours without adequate water to insure roots survival. Q t- INSPECTION U O A. Plants may be subject to inspection and approval by the owner or (owner'S a representative at the place of growth or holding yard for conformity to W specification requirements as to quality, size and variety. 0 0 B. Plants damaged in handling or transportation can be rejected by the owner or N to owner's representative. Z N C. State nursery inspection certificates shall be furnished to the landscape architect o upon request. >� O W W e— PLANTING PROCEDURES FOR ALL CONTAINER -GROWN TREES & SHRUBS M d' W W A. Remove the plant either by cutting or inverting the container. 0 c>` w � r`' LLJ B. For untreated plastic container grown plants with circling roots, use a sharp h- v=i o © v=i knife to make 1" cuts the length of the rootball. y N • Z C. Plant shrub to tree a minimum of 1 /8 of the height of the rootballl above o O Z existing grade. Z 0 D. Apply a 2 to 3" thick layer of approved mulch. Keep mulch 6" awlay from the a v trunk of all trees and shrubs. Q Q E. Plants grown in root containment bags must have the bags removed during the U o planting operation. No additional slashing of the rootball is necessalry. Z Z Y Z 3 U h Z a 0 O REARS jf 09K ON TOP a 0 of CD a !Z I Z rz 00 r` 0 0 N N N N 0 0 0 rn V c o. i to c W 0 In rn n O m 'o a M (MYOND SPACE) 21 30" LEGEND, BORDER — WHITE (REFL.) BACKGROUND — RED (REEL.) STOP SIGN - DETAIL NOT TO SCALE STANDARD STOP BAR STOP LINES SHALL BE THERMOPLASTIC AND BE INSTALLED ACCORDING TO THE MUTCD 2003 EDITION SECTION 38-16, PAGE 313-25. ES -IA EV. 7/01 102.02 EC-2 HUB END ON OUTLET END -SECTIONS SPIGOT END ON MET END -SECTION i Tx 1 PLAN c e 8AR OR STEEL FA9RIC RENFCIRt2'.MENT A T----- L PAY LME SECTION X-X SLOPE DETAIL 'END SECTION DIMENSIONS SPAN X RISE A 8 c L E 23" X 14" 6" 2--3- 3--10" 6•-r- 2--8" 3e0" X w 9" 2'-11" 3'-a" 2 6'-1" 3'-6" = 38" X 2V 1w, --8" 3 2•-V" 6d-2" 4*-0- 42" X 27" t2" 4'-6" T-a" 6--2" 54-0" 45" X 2V t3-. 4--fl" 3•-3" 8•-2" 1 5'-6"- 53" X 34" 15" 5--3- 2•-1r• 8•-2" 1 6--0'" END VIEW FLARED END -SECTION FOR 23" X 14" TO 53" X 3411 ELLIPTICAL CONCRETE PIPE CULVERTS VIRGNNA DEPARTMENT OF TRANSPORTATION 1 " MAX, 4:1 OR F AIT 6" MAX. S PE HAN 4:1 1 I I i CENTER ROPY MAY BE ELIMINATED WHEN SLOPE I IS LESS THAN 4:1 I 1 1 I I i 1 1 1 I 1 1 1 1 t t r 1 1 1 1 1 1 I i l i l 1 1 1 t t I i ! t 1 1 1 I 1 t I i 1 r 1 1 i t i t i t t t VARIABLE_ I VARIABLE_ TAMP SOIL FIRMLY 5' MAX. 4:1 OR FLATTER 3' MAX. STEEPER THAN 4:1 �! "C `/ t EDGE AND END JOINTS TO BE OVERLAPPED 2" MINIMUM. LAP JOINT 2" MIN. COMBINE THIRD ROW OF STAPLES FROM EACH STRIP IN LAP WITH ALTERNA"" Gti JUNCTION SLOT CHECK SLOT FOLD MAX. ,o (TAMP SOIL FIRMLY CHECK SLOT SLOT TAMP SOIL FIRMLY =1 I I— ,. III=(' TAMP SOIL FIRMLY CONCRETE TO BE 4000 PSI MRAMLIM SPECFXAT1011 REFEIRENCE 3i02 ANCHOR SLOT ® TERMINAL FOLD TAMP SOIL FIRMLY JUNCTION SLOT Notes 1. APPROXIMATE 200 STAPLES REQUIRED PER 4' X 225' ROLL. 2. ANCHOR SLOTS, JUNCTION SLOTS, AND CHECK SLOTS TO BE BURIED 6- TO 12" AND VARIABLE. 3. MAX. SPACING C-C CHECK SLOT 100' SLOPE 4% OR LESS 50' SLOIPE STEEPER THAN 4 X 4.STAPLES FORMED FROM NO.S STEEL PLAN VIEW WIRE a" STAPLE MINIMUM LENGTIH SOIL RETENTION MAT STAPLING DIAGRAM JUTE MESH FOR SANDY SOIL 6" STAPLE MINIIMUM LENGTH FOR OTHER SOIL. GENERAL NOTES: 1- BASIS OF PAYMENT TO BE SQUARE YARDS OF PROTECTIVE COVERING COMPLETE IN PLACE. 3. JUTE MESH OR SOIL RETENTION MAT IN ACCORDANCE WITH THE SPECIFICATIONS PROTECTIVE COVERING IS TO BE LOCATED AS INDICATED ON THE PLANS IN ACCORDANCE MAY BE USED AT THE OPTION OF THE CONTRACTOR. WITH THE DIMENSIONS SPECIFIED ON TYPICAL SECTION. 4. WIDTH OF MATERIAL MAY VARY FROM MINIMUM DIMENSION BY INCREMENT'S OF 2-"T-TOP" STAPLES OR OTHER MANUFACTURER'S DESIGN APPROVED BY THE ENGINEER MAY 4 OR 5 FEET. BE SUBSTITUTED FOR THE STAPLES SHOWN. 5. FOR SOURCES OF APPROVED MATERIAL SEE VDOT'S APPROVED PRODUCT'S LIST FOR ST'D. EC-2 MATERIAL. SPECIFICATION PROTECTIVE COVERING INSTALLATION CRITERIA REFEIRENCE 2i,44 114.02 VIRGINIA DEPARTMENT OF TRANSPORTATION 6i06 JUNCTION SLOT -.•i--�•.I 1" TO 2" 6" L NO. 11 MIN. GAGE WIRE j-*I-�- 1" TO 2" 00 O z QJ \�G1Nlq W Y O J J 3 Z W Z tY Q O ° w� tYOw Z �' La Q c~p H Fn Z S VO !nW0 Y N Q W O W wx Li- 0 6 v U d mil! O 11 �0jv V (n U (D 4) e� Q v Q � C 0 I a O O Q (p p N O J Q� Q 06 N > ai O) W c: N c O M0 - r` r_ v I— u. N vi O L L N c of L O a� .i.r c Rf �' IL w ■�■� O 'y 04 0 tci U-i w Q m LAJ Li F- W Q w F- w Ll_ 0 R 00 z 0 rn U Lw O O) Z Y Z V_ Q W w to a v li O 's MV L]. 0 0 0 0 a a r z a 00 0 0 N M 0 U 0 0 O U c ro a OY C W Q L T� •r. L a CONSTRUCTION NOTES GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utility" 1-800-552-7001, 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 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 FCSA approvals. 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water main is tapped for the inspection of a new line: a) The Authority shall furnish all labor and material. b The contractor must: 1. make application and pay deposit 2. mark the tap location 3. coordinate installation with the engineering -assistant. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Autho(ty's Inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. b The frame and cover shall be set to final grade. c The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. d) All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. b) An Application for Service must be made and fees paid before work will begin. c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. d) For all 1 %" and 2" services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as requireded). The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and its backflow prevention device, and/or 2) the fire service line's backflow prevention device. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. VIRGINIA DEPARTMENT OF TRANSPORTATION (AS APPLICABLE TO THIS PROJECT) V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia V14• All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches Department of Transportation (VDOT) Road and Bridge Specifications and Standarrds, the Virginia Erosion shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture of a discrepancy or conflict between the Standards or Specifications and Regulations, the most for the full width of any dedicated street right-of-way. At the direction of VDOT, stringent shall govern density tests shall be performed by a qualified independent agency in accordance with V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. to VDOT daily, unless specified otherwise V3. When working within VDOT right-of-way, all traffic control, wheother permanent for temporary, shall be in V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. 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 V16. The installation of any entrances and mailboxes within any dedicated street right - Specifications. of -way shall meet VDOT minimum design standards and is the responsibility of the V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic developer. signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It V17• Prior to VDOT acceptance of any streets, all required street signage and/or pavement is the sole responsibility of the developer to locate and identify utility facilities or items that may be markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify account receivable basis following the Manual On Uniform Traffic Control Devices. 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 utilized within any dedicated street right-of-way must be provided to the local VDOT field revision shall be the responsibility of the developer. Residency Office prior to acceptance of the work. Unit and total prices may be V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land obscured. 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 and mechanical spreader. Density will be determined using the density control strip in held by the engineer and/or developer with the attendance of the contractor, various County agencies, accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. utility companies and VDOT prior to initiation of work. A certified compaction technician shall perform these tests. Certified copies of test V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any reports shall be submitted to VDOT daily, unless specified otherwise. In addition to undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any checking stone depths, a VDOT representative shall be notified and given the opportunity required or requested inspection. to be present during the construction and testing of the density control strip. V9. The contractor shall be responsible for maintaining adequate access to the project from the V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the adjacent public roadway via a construction entrance that is constructed and maintained in VDOT Road and Bridge Specifications. Density shall be determined using the density accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, control strip as specified in Section 315 and VTM-76. A certified compaction technician access to other properties affected by this project shall be maintained through construction. The shall perform these tests. Certified copies of test reports shall be submitted to VDOT Developer shall have, within the limits of the project, an employee certified by the Virginia daily, unless specified otherwise. A VDOT representative shall be notified and given the Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall opportunity to be present during the construction and testing of the control strip. inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V21 • In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the 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 end of construction. exploration to the engineer and VDOT for approval prior to placing pipe. Foundation V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at conflict otherwise unsuitable foundation is encountered, the foundation design and/or need for points. foundation stabilization shall be determined by the engineer and approved by VDOT. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) V22• Approval of these plans shall expire three (3) years from the date of the approval encountered during the course of construction shall be immediately brought to the attention of the letter. engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT plans and/or as specified by VDOT. representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these be present to insure the sample obtaines is representative of the location. When soil samples are plans in accordance with VDOT?s installation criteria. Final approval of the guardrail submitted to private laboratories for testing, the samples shall be clearly identified and labeled as layout to be given by VDOT after grading is mostly complete. belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. PAR"T OF TMP 49AOI-1-6-14&15 r .'.fit e ,,fir s`� f�"`J tiyr j r'� g eft . s tv 4. f, J�1J 1 A J A�' wJ s Vicinity Map Scale 1 "= 500' DECEMBER 15, 2006 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 tfe 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 leter from the engineer -of -record shall be included with the as -built which states that the subdivision has been constructed it 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 )e surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6" topsoil, fertilized;, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. v 41n.,ds ,SHEET INDEX 1 COVER SHEET 2 SITE PLAN 3 GRADING & EROSION CONTROL PLAN 4 LANDSCAPING AND UGHTING PLAN 5 CONSTRUCTION DETAILS Owner/Developer: Shawneeland Sanitation District 107 North Kent Street Winchester, Virginia 22601 (952) 294-0353 P.O.C. Michael Nelwlin LOCAL UTILITIES Frederick County Sanitation Authority P. 0. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre Allegheny Power 3463 Valley Pike Winchester, Virginia 22604 (540) 722-5852 P.O.C. Cindy Laing Verizon 404 Hillandale Lane Winchester, Virginia 22602 (540) 665-3156 P.O.C. Tim Kelly Adelphia Cable 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667-0364 P.O.C. Art Coleman Shenandoah Gas P. 0. Box 2400 Winchester, Virginia 22604 (540) 869-1111 P.O.C. Tim Hockman Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. Approved by Frederick County Zoning Administrator 117 East Piccadilly Street, Suite 200 Winchester, VA 22601 T 540.667.2139 F 540.665.0493 PA_i H QF t �RONALD A. MISLOWSKY, JR. Z Cl NO. 020674 H 0 Site Plan Approval Valid for 5 Years From Date Shown Hence Date Project Number: 06719-5-0 Sheet Number 1 of 5 M U 0 C 0 0 0 a i Z a M r` 0 0 N M 3 "O 0 0 ,I- U c a L rn c w 0 L rn 1-4 0 u a� 2 a POWHATgN (ASPHALT) T wt 0 LOPEZ, WILLIAM & MARIE L ZONING: R5 PIN 49AO1-1-7-1 DB 462 PG 101 LAND USE: VACANT O/H ELEC. & TELE. S 62026'17" E 200.00' F- cp U. odZ FN0 O oc f- -� p U Nw (q FREDERICK COUNTY SANITATION DISTRICT ZONING: R5 PIN 49AO1-1-6-16 DB 799 PG 398 LAND USE: VACANT S 62026'17" E 200.00' � ��_ S 62-26-17" E 200.00' f U. Z N CY 0 I-0)- Oo� J C U w N fn S 62.26- T' E 200.00' FREDERICK COUNTY SANITATION DISTRICT ZONING: R5 PIN 49AO1-1-7- DB 799 P LAND : VACANT LL FREDERICK COUNTY N C3► p SANITATION DISTRICT I-- U) - ZONING: R5 PIN 49AO1-1-7-23 M w DB 799 PG 398 M LAND USE: VACANT PROP. PIPE 1 14"x23" RCP 45' LEN. @ 0.51 % INV. IN 831.68 INV. OUT 831.45 ES-1A, EC-1 w v M 0 r- Cl) v CM 0 FREDERICK C NTY o SANITATION (STRICT ZONI R5 50.00' N T PIN 4 01-1-6-15 REAR SETBACK 25' Z PG 398 (� D USE: VACANT - -__ _. ___ ____._ PROP. PIPE 3 PROPOSED MAILBOX FACILITY 14�x23" RCP PARKING SPACES REQUIRED - LL 45 LEN. ® 0.51 % PARKING SPACES PROVIDED 41 '� CY Z o INV. IN 831.69 HANDICAPPED SPACES REQUIRED 2 N M INV. OUT 831.46 ES-1A, EC-1 HANDICAPPED SPACES PROVIDED 2 o v 1,500 TOTAL SQ.FT. w F.F. ELEVATION = 835.60 N oa ! 74.50' -IjPROP. 6' S/W �Q� ' irk N w 0 22.00' EELSIf OPS]1 2 N 0 O CV N 0 O 0 N 0 0 N N 9.00, P_QP_-BUS -SHELTER-� 0 0 0 0 T I Uj Uj Uj f�M/M X. PA SA CUT 8.00' 8.00' 9.00' 12.5'R /� 2,R �0 t I ENTRANCE 2 C, N S 62026'17" E 200.00' N II I ( I 12 �R-I �12.5'STOP `IGN &BAR NIT N 4 DB I w , LU M Q Q REMOVE EXISTING 0 BUS SHELTER . 5 S,✓W b of �..p _,- 33, t•TO•TP'Q N 73 19,27" W 407 203 66, STOP SIGN & BAR ` ENTRANCE 1 15'R 151R S%A 40) M/M EX. PAVEMENT / SAW CUT EDGE / y 22.00' rN M/M EXISTING PAVEMENT ZONING: R5 LAND USE: OPEN SPACE (LAKE) so 20 20 10 0 20 40 /N FEET 1 inch = 20 ft. T a 2" SM 12.5A 8" VDOT 21B PROJECT SUMMARY Q Ld G\LNIA WELL COMPACTED SUBGRADE TAX IDENTIFICATION NUMBER PART OF 49AO1-1-6-14 &15 J 4 T 3 0 o Q �. EXISTING PARCEL AREA 1.06 ACRES Z Z ° w r, � H� W o w wow DEVELOPED PARCEL AREA 1.06 ACRES _ o N w CD ZONING R5 �' Q O w o w ADDRESS SHAWNEELAND LOT 14 &15 Ld �, o CURRENT USE VACANT �H 0 kv w o 0 PROPOSED USE MAILBOX FACILITY DISTURBED AREA 1.35 ACRES SMITH, STEVEN LYNN AND SETBACKS REQUIRED PROVIDED APRIL MICHELE STANDARD PAVEMENT SECTION ZONING: R5 Not to Scale FRONT (Tecumseh Trail) 35' 64'+ PIN 49AO1-1-6-4 SIDE 10: 74.5 DB 939 PG 1399 " 1.5 SM12.5A REAR 25 25 -� LAND USE: RESIDENTIAL PARKING BUILDING HEIGHT 5' 35' (MAX.) 10'+ 18'(+/-) 3" BM25.0 4-0i 8" VDOT 21B GROUND FLOOR AREA 1,500 SQ.FT. .M Q - r- WELL COMPACTED SUBGRADE NUMBER OF STORIES 1 V FAR ALLOWED 1 O I FAR PROVIDED 0.03 0 (0 u7 MINIMUM LANDSCAPED AREA 0.16 AC. (15%) N -0o p LANDSCAPED AREA PROVIDiED 0.40 AC. (37%) Q p N 0 J of Q 1,0 PARKING REQUIRED PROVIDED 0d Ui � 0) STANDARD SPACES - 41 L J >; 't HANDICAP SPACES :? 2 4.0 a)If - TOTAL SPACES PROVIDED 41 C 0N o M DRIVEWAY ENTRANCE INTO a r\ SMITH PROPER HEAVY PAVEMENT SECTION Ntt f- - i COUNTY OF FREDERICK ZONING: R5 PIN 49AO1-1-6-2 0 o Scale POCAHONTAS TRAIL SHAWNEE TRAIL PARKING LANDSCAPING IMPERVIOUS AREA 20,531 S.F. TREES REQUIRED (1/2000 S.F. IMPERV. AREA)-10.3 TREES PROVIDED 11 SHRUBS REQUIRED 59 SHRUBS PROVIDED 59 NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. 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. 3. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 4. ALL REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE TO MINIMUM EXTERIOR LANDING, AND 50% OF THE ENTRANCES SHALL BE ACCESSIBLE. 5. HANDICAPPED SPACES AND ACCESSIBLE: ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. CL U N L "L L N L = "' + O a) � a w DB 816 PG 557 SAWCUT EDGE 6. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 1 LAND USE: VACANT PROVIDE TACKCOAT 7. NO STEEP SLOPES, WETLAMIDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. IMILL 6 x 1 1/2" JOINT 8• ALL UTILITIES TO BE PLACED UNDERGROUND ENTRANCE 1 & 2 9.ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. EX�•S'T//�G 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 FlRE MARSHALL EX. EDGE OF 11. BUILDINGS SHALL COMPLY NNITH THE bIRGINIA UNIFORM STATEWIDE BUILDING PAVEMENT CODE AND SECTION 311, OF THE INTERNATIONAL BUILDING CODE/2003. OTHER 1 1 2" SM 12.5A CODE THAT APPUES IS CABO A117.1-03 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES. 3" BM 25.0 t2. NOTE SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF BOCA SHALL 8" 21 B APPLY TO THIS TYPE OF STTRUCTURE. (SOILS, CONCRETE, STEEL ETC.) - + " STRUCTURAL PLANS SUBMITTTED FOR PERMIT APPLICATION SHALL BE SEALED BY WELL COYPAC,50 SUBGRADE A VIRGINIA LICENSED DESIGIN PERSON. LLJ MM EX. AOADWA YS 11. SLOPE ACROSS THE PARKING AND UNLOADING SHALL NOT EXCEET 1" IN 48". 12. ALL REQUIRED EGRESS DOORS, (IF INSTALLED), SHALL BE ACCESSIBLE AND SLOPE FROM THE PARKING SHALL BE DESIGNED AS A RAMP WITH A LANDING AT THE DOOR THAT DOES NOT EXCEED 1" IN 48" SLOPE. TRIP GENERATION ITE, 6 H EDITION ESTIMATES THUS SITE AT FULL DEVELOPMENT FIRE LANES REC?UIREMENT3 WOULD GENERATE 162 T.P.D. Fire Lane markings and Sfl na a is required at all fire hydrants, fire department LAND USE CODE 732 connections, curbing not ddelineoted as parking, and all normal and emergency 9Fre access points to the struxture. The contractor shall coordinate with the FREDERICK COUNTY I Marshall to ensure these requirements are satisfied. J SANITATION DISTRICT I - ZONING. R5 PIN 49A01-1-6-1 DB 799 PG 405 LAND USE: VACANT I Culvert Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 1 831.68 831.45 45 18 0.51 RCP 2 831.27 831.21 12 24 0.50 RCP 3 831.69 831.46 45 18 0.51 RCP FINISH GRADE EXISTING GRADE 835 45.00' o 0.51 _7r-- 14 x23 RCP LEGEND 830 911 f ' PROPOSED HEAVY PAVED AREA (8" VDOT 21B/ Y BM25/ 1.5" SM 12.5A)• - PROPOSED STANDARD PAVED AREA (8- VDOT 219/2- SM 12.5A)• ......•••• Rip Rap Sizing Chart Pipe L VV Class C-1 8 ft 4.7 ft 1A C-2 8 ft 4.7 ft 1A C-3 8 ft 4.7 ft 1A FINISH Gf EXISTING C 830 0 , (cp .5 % 19" 30" RCP 84?O i FINISH GRADE I i EXISTING IGRADE ' I 835 45'00 ® 0.51 % 14" RCP 830 PROPOSED CONCRETE AREA ........................................ Ln 825 Ln 00 82 825 PROPOSED GRASS AREA ........................................ � 00;,C) �w cp 00 M r- CO �w N ' ro 0M0 I ~w UTILITY PEDESTALS ............................................... 0 Q O z - O Q O z O O L EXISTING STORM DRAINAGE & STRUCTURE ........................... r- o j I ozw tf) `r j oz r o j I o?w N- j o? r + j I oZw < PROPOSED STORM DRAINAGE & STRUCTURE ........................... I PROPOSED UNDERGROUND ELECTRIC SERVICE ..................•••••• UGT �- PROPOSED UNDERGROUND TELEPHONE SERVICE ............•••• --1 TEL 1 0) �! 4 4� K) 4 00 rn 4= d M M r7 0000 n' r7 Mi n r 00I 00 oov 00! 00 001 0o 00 GRAPHIC SCALE - 1 50, 25' 0' 50, 100' 0+00 0+00 0+00 I C-1 C-2 C-3 1 INCH = 50 fHOR/Z. 1 INCH 5 ft.. = 1/ERT. STORM SEWER PROFILES, 01 Cp r%) co I I z j z M jj Z Q � � � � S U0 w W L� W � W �8 Y U Q o U w f o V J w C) Lj cfl Q O cV O Z N O > W O W m I— N L`' W :2Lj w I- o Z U QQ U = 4 U) cn U) z � � N a w o o O w p v Y ~ U o U Q 0 z o ()) U Z Y Z r O Q w _j(O Z w _ 0 o U LLO a 0 C' C) Ili a =I z 00 M h 0 0 N M 0 0 �o cn a L C LLt 0 Ln rn 0 •o a i r - - - _ t .,-�r _ �•62-°26"i T�� .�00:00` = _ - - _ J � ` '� � -------------- `tea/ I , / / ' + try ' / ' / / ' / / / ///// /'/ ''''/! _ - - "� i•- ---------- 0 CID co I f l r l l , QCI. *. +, ' _-- - - 40 7 l t 1 / , tco /FREDE COUNTY / ''SA ON DISTRICT ,'` , �,'----� ZONING:R5 / Imo` � I-) J f PIN,'49AO1- \� l + + l ,/ % , / / I' ; ,/ J I LA SE• /VACAN VALLIAM & 'MARIE L / ' ' / / / y ZONING: R5 )13 462 PG 1,01 / ,' l l' ' � l 1 / _ 8 00 dD USE: VACANT / / / / / / I / J , 21 8 836 n" VAC �' S L G \ ® r, LO en �,1y��/p /+Kr rCdr Tr�r/ IITi4TIQN I�}STi ,' ', /'//" ,,r,/,,.�, r , 29NIN:6: R•5 /� , , , , - - / , ` �� `835.40 " o �- 49 AOJ,-f i ' ' _ p - - - a3 - _ " - %iri�/i % i�� �% i //:, // , , -- _ .� \ ` ', i 5.- 5 - - ', `1 i �� `\` OSill r/ r/r•,��Tl DG 5.18 435.3 835.26'$°. ri O O Or =1 IO O ..• ,ter•' //�„ ,� / ,/ ,'rrrr ,r , �. /, ,.// ,rr .- ..„ _ ` .i / / / / ' ' /' / / /' - ,' /' / / / ' / rrr > \\. � � ( - ` -.•_- T V' i 8' 1. .7 IN N834.75 „ P 10 (' S 62°26'17" E 20 00-1A i k 11 I , It )834.6 /EP `f_ ) REDE ICK GOUNTY OP 1 831.4, S NNITAVON Ell TRI T INV. 0 ZO ING: R ( K, _ r /lf // CID 4 01- -6-�. t M 7.319 PG 398 LANDSE: ACA T it IF It Sol L _j / ' 1 , if It , / t r IRI,Ck c6uNry It 1100 Niiiii DIS11RIC 9AQ1,12A _ ' IP � � _ _ OC UPE� VACAT I' 1 / 34. 2 a o o a a o 083 - 1 / r + ! I P 834.35 J ( 831.E - x G X VDOT CLASS 1 A 8 4:70 RIP RAP i 83 70 % vdbhV c 1 c. r r r r 1 i RIP A BLDG 0 l ! I 34.8 r , r r II. P 1LOC 4.26 INV. 0 _ OP 831�� ' ,f ! 1 l EX. 46" CUP �$z� 833 :� 831.27 832 ;1 \ INV. IN, 833 r $30.93 1 , f / INV. IN t pL ; ° ygr27., W 4oT t� f 35 C 73 834:85 HP / CULVERT AP EP - r 83 ,:05 ,- E '' G'AAPH/(SCALE LOC ZONING: 2 /o 0 20 40 LAND USE: OPEN SPAS EET 1 inch = 20 ft. SILT FENCE CULVERT INLET PROTECTION v- ENDWALL DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW OPTIONAL STONE COMBINATION 1.0' 1.5' FLOW no STONE CONSTRUCTION ENTRANCE GROUND 70' MIN, A 1 . 3' FILTER CLOTH -- 6" MIN I A I SIDE ELEVATION .,y. -- (OPTIONAL) ,�i{•� S�•.9. EXISTINIG PAVEMENT 5:1 MOUNTABLE BERM (OPTIONAL) EXISTING PAVEMENT z I ! _F VDOT #1 I �� POSITIVE DRAINAGE 10' MIN. COURSE AGGREGATE B TO SEDIMENT TRAPPING DEVICE * MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PL AN LAN VIEW v�u SECTION A -A I. 6'-7" / REINFORCED CONCRETE " DRAIN SPACE *VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE CLASS I RIPRAP TO REPLACE SILT FENCE IN " HORSESHOE " WHEN SECTION B - B HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1 CULVERT INLET SEDIMENT TRAP 1 ' CLASS I RIP RAP / INVERT PIPE *STORAGE REQUIREMENTS EQUIVALENT TO THAT OF TEMPORARY SEDIMENT TRAP, STD. & SPEC. 3.13 RIPRAP HEADWALL C.Y./ACRE WET STORAGE (B PERSPECTIVE VIE W (BELOW BASE OF STONE) 67 C.Y./ACRE DRY STORAGE (BASE OF STONE TO TOP OF STONE BERM) PIPE INVERT NATURAL GROUND RIPIRAP HEADWALL 1' B AREAS TO BE DISTURBED / (CUT, FILLED, ETC.) H -CLASS I RIPRAP VDOT #3, #357, OR #5 COARSE AGGREGATE MAX. SEDIMENT DEPTH ( CLEAN OUT POINT) AT 1/2 VOLUME OF WET STORAGE AREA ELE VA TION SOURCE: NORTH CAROLINA SEDIMENT CONTROL COMMISSION SOILS CHART MAP SYMBOL NAME 36 Pits, Quarries, and Dumps -Shale Material PIPE OUTLET CONDITIONS A AL SECTION A -A `IPE OUTLET.' TO FLAT REA WITH NO DEFINED 'HANNEL I d FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER ado (MIN.) 'IPE OUTLET TO WELL )EFINED CHANNEL = d SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4, 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. PLATE. 3.08-2 Source: V& D= Plate 3.18-1 LEGEND PROPOSED STORK DRAINAGE do STRUCTURE • - DRAINAGE FLOW • • • • • • • • • EXISTING GRADE . . . . . . . . . PROPOSED GRADE • • • • • • • •-� PROPOSED SILT FENCE • • • • • . • . SF CONSTRUCTION ENTRANCE - - - - - - - Q INLET PROTECTION • . • . • • . . O OUTLET PROTECTION . . • • • . • . • O DRAINAGE DMDE • • • . . • • • . < LIMITS OF CLEARING • • . . • . . . • LOC EC-2 SLOPE STABILIZATION. • . . . • . . QC G 1 N I q- w (nJ3 Z p Q Qw C, O w�H� w-wQ wCIOwIt 11 dOo U 0 Of IN00 V vi Q +' U ♦ N N +' 4) c� Q (� Q c0 O N � � N � � Q o CJ o J Q Cep 06 a� > 0 � ri c O O 3 _O 0 0 r- r_ U 11- LL. �L O L. aJ O L� _ cn + rz O a� C_ 0. L- z O Q ,r 1 0z z0 � U w 1L- L_ Vf- x 0 m � 9s Q _ Z Z -j U U � W Q rr le w C3 Z � U Q F- U W O w H z O w o a cn F U En 0 O z O N ..^^ YI w O � N Il LL 0 W m W wU J w o� � � 00 Z O O U Q U) Q O U �w O O) _ _j to o 0 E O 1.7 M YL CDf 0 0 0 a I Z a 0 In l4 Ln h 0 O N M vi 0 z J O 0 N U LA a ,_ LLJ 0 Ln o� 0 v 0 a Prune codominant leaders Prune rubbing or cross branches DO NOT stake or wrap trunk unless necessary Remove all tags and labels Cut away all balling ropes Remove top of wire basket I Widen and score hole wall Remove container and cut circling roots if container -grown, or as much burlap as possible if field grown Leave solid soil pedestal - do not dig deeper than ball depth Dig hole 2-3 times root ball width TREE PLANTER DETAIL no scale DO NOT prune terminal leader or branch tips Prune narrow crotch angles and water spouts Prune broken branches Prune suckers 2"-3" mulch kept away from trunk Soil well to contain water UNAMENDED backfill soil Q4:.. Partially backfiil, water to p : settle soil, finish backfilling Area for water drainage SHOE BOX, DOWNCAST LIGHT FIXTURES REQUIRED. #4 STEEL REINFORCEMENT BARS #3 STEEL REINFORCEMENT TIES ® V-6" O.C. ALL FIXTURES TO BE SHIELDED TO PREVENT LIGHT SPILLAGE PLAN OFF SITE. 1" TOOLED EDGES LIGHT POLE HAND RUB FINISH ON LIGHT POLE BASE SURFACE OF CONCRETE WITH COVER PLATE AND FILL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE NONSHRINK LOAD SURFACES. PAINT III` III4 BEARING GROUT YELLOW ABOVE GRADE. I ANCHOR BOLTS FURNISHED WITH LIGHT POLE. BOLT SIZE FACE OF S-0 I I N I" PROJECTION AND BOLT CURB GRADE 'I II CIRCLE PER MANUFACTURER'S I _ RECOMMENDATION. 8' GALVANIZED GROUND = ( I — — V-8" 0 CONCRETE BASE ROD. BOND TO POLE.�- t. " I W�� P.V.C. CONDUIT AT 2'-6" #3 STEEL REINFORCEMENT I. a I BELOW GRADE TO PANEL TIES @ 1 -6 O.C. t �I #4 STEEL REINFORCEMENT I I I — _ NOTE: BARS — ff—r" ALL UNDERGROUND WIRING TO BE IN NON-METALLIC CONDUIT I I 1 -sa NOT TO SCALE LIGHT POLE FOUNDATION DETAIL Arm -Mounted Drop or flat Lens Cutoff Irter0ed Use Far parkmg ereas, street I gitng, rralk- ways and car lots Features Houshi; - Rugged, die-cast, salt -corner alum nun hous ng with U.12 nominal well thickness. Extrudad 4" soft corner arm `or polo or wall mcunting is standard. Door Frame - <AD d e-oast door frame has i ip2ct-Iessiant,temperedgiasslens which is ftily gasteted with one-piece bonded tubu a-si icone. KAC d e-cast alu- mirum doer frama hes prismatic, impe-,t- resistant, tempered glass, drop disc acryl- ic Ions or crop dish polv�"arbona-e ions. Doorframeisfullygasketod% i-hcng-piece .ubular silicone. Optics - KAD -eflectars are anucized hy- draforrtFdanisprmented aluminum Four ;utoff distributiors available: R2 (Roed- :rvay). di iAsymmetric), R4(Forvva'dThr:)w) and R5 (Symmetric). Segmented retlectors arc ro.atabic and fc d irtcrcl•aicabic. KAC re'lec-or is optical-cuality aluminum tf,a', works in tandem with a light -diffusing prismati;; lens. Electrical --Ballast is high- -eactance, high power `aotar 170-150kV H'S,1CL01A &15CM) orhigh power -actor conclen- tva:tega ou- tctronstormer (1)b 403W MH & HPS), Bal last is copper wound and 100% factory to s-e d. Finish- Dark JfU1iLe (DDBi cerresicn-iesiL- tant polyeste" pawner finish 'DOE), with nther architectural colors ava labie. Socket- Porcelain, horizontally (positian) Dncn-odrrogLl acsoso-,ket(?0UM&'bum are medium-basei with copper alloy, nick- oki;latec screw shell and center contact. UL ilfs'ted 150UW-E00V. 4KV pu se rated. Listings - UL Listed (standard). C3At Cert- fied nr NnM Cerified (see Opr ori4). (II I'st- ed for wet locations. IP€5 cerif ed. Area Lighting KAD Contour Orderingtntormation. Example: KAD 400M R3120 SPD09 Designa-ron 0 str tullon \cottage Mourtin7 Cptcns/Accessories i:gh Proesur Jo m KAV-.Hr rc rnq_( R3)I@ctara 120 Irsiuced Jn o3(cd KAD 70S R7 Ty)w I maftay 70a' SPnt4 4' sru re. Pnie arm' (std ) LP1 Lamp inc uded KAD t00S Fa Type I I axyrnmetric 240, SPD09 9` actcere pole arm SF Suable f;rse, 123V. 271'J, 347,1 Wa Tar KAD 15US R4 Type IV `orvrard 21) RPUD4 4- rounc po)3 arm` OF Dodole tune, 20OV, 21 193TJ ir,'a 1a; KAD 250E throw, sharp cutoff 347 Rpoce 9' ILUIL pule an I PER NFMA -west-lork recexackl only 112 KAD 400S FIBS Type V sgL2re 490' WVJD04 Cwood poke orw3I' phatocant-o1) Mpal Hilly Sekr)etned Rdleeters TR' WWna9 9' wnrnt pnla 1,w.aI ORS aJa"ie wsuikr: slsieri (250W mdx, KAD 100h1 SR2 Type Iasyrnntctric WBDE4 4" wa i bracket '2[V lamp not mcruday15 KAD 1501%1 S93 Type 1 13;ymrne.dc wHUES 9" w31 brEcket PD Puna u�ys KAD 175M SP.4SC Type IV -orward S tippei 5.vParAtety WTB -erninaf bock° KAD ZOOM. th�ocv, sharp cutoff KMA Mss. erm ada-Act Ec Emergent` cireut KAD 25341 KTMO Twin moun-ing bar SCWA Supe- C%VA. rinse Star; ballast We wt, KAD 320RI CA012P Eegtee erm (poi;+ any HPS, 10610, or i75M) KAD 35DM DAD12W6 Cogroo arr, (well) CSA CS.4 Cer-iiied KAn anrim I140R1 NUM :;orf-tad 'consult tactory") For a,.vjm01sc7ur19 :aB tee ;a,,s 435. MAINTENANCE OF LANDSCAPE NOTE: a R4RIf/CSCALE ShiPDed sejcrate Atw PCt NEMA twist -lock PE 1120�-24W) PE3 NEPoLhest-lack P: (34711) ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER. 40 20 0 40 80 PF4 NFMA 1w%;14u:k P= j4M,1 ALL PLANTINGS SHALL CONFORM W/ 165-36B OF FREDERICK CO. ZONING ORDINANCE. SEEDIJVG ]?EQUIJ?EA ENTS PE7 NEIh1A twst-lack P_ (277J) SU Shorting cap for PER so:im ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY Hs Hi,,? side sH2 c ,R2. R3, 114' (sRI, SR3: PLANNING DEPARTMENT. ALL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM (/N FEET Kaays Valdar g 1 inch = 40 ft. KADvve Wirzgusfc PLANTING SCHEDULE 6" OF TOPSOIL AND BE SEEDED AS FOLLOWS: ,-: ss ,n�.;, �; shown ;� ind�ea IconYamatemr „nlest ti,ust is ardaac a+ith SCtVn" oit v,Aiar natad. LITHONIA KAD 400W MH 3—FIXTURE MOUNTING HEIGHT-20' 7 uutfaeto Yfo,)" abiRvm Cansm xAJ J 3 Opt— nAa upbatact I1201f 2M,2411177WIr Carad. tl-Aa 12!"=:.11 mi) COMMON NAME SIZE AT TIME OF PLANTING SPACING QUANTITY 2-3 LBS MARION KENTUCKY BLUEGRASS PER 1,000 SQ. FT. 17Rr 21IV, 34/V shnxastaNr•41V. 1 LB. ANNUAL RYE PER 1,000 SQ. FT. a $FOc9. R'i33 or N?YOM m.is, be uses wren ralrns a a 1-0.1 ited on DV29,?M99 o= Drr143 drd kng pattern. Haight to PIN OAK 2 CAL. D 6 HIGH AS SHOWN 11 + LITHONIA KAD 40OW MH 4—FIXTURE MOUNTING HEIGHT-20 CR Ds siebte Mao. 69h. 4,ibs;-6.Ik91 H 70-120 LBS. MULCH PER 1,000 SQ. FT. ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED 3 Only aWe_VGMena.Er4cc,pta HOLLY HETZ 3 GAL CONTAINERS-3 HIGH 3 ON CENTER 59 - t ___I , , 1 Mu; be arccrd a ar nrresnnry. FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE SO THAT DIRECT OR REFRACTED LIGHT FROM THE f� Lfff/LSAJA d/CffTfhJ1:' vrww.lithu,tia,I(AC n TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A FIXTURE IS NOT VISABLE FROM OFF —SITE. `aD k:AC °�'cr'�s'' MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SQ. FT. QC+0 AGENERAL CONDITIONSJ;ZWSCOPE OF WORK ze E'' I HO`O0 tod The landscape contractor shall provide all materials, labor and equipment to complete all landscape 0 as shown on the plans and specifications. tw�awork Oo aww00 -'Pal NOTE: If the contractor bids according to the Plant List, he/she should thoroughly check the plant list quantities with the symbols drawn on the plan, top be sure there are no discrepancies. If there is a discrepancy between the drawing and the list on the plans, the drawing takes precedence. v to Q +' STANDARDS N A. All plant material will conform to the current issue of the American Standard for Nursery Stock published by the American Nursery & Landscape Association (A,NLA). O Q B. Plant material must be selected from nurseries that have been inspected and certified by a0 Q state plant inspectors. O 0 1 C. Collected material may be used only when approved by owner's representative. N co D. Nomenclature will be in accordance with Hortus III by L.H. Bailey. Q o N o d r r` SUBSTITUTIONS: PRE -BID ad (fiJ a) > 0i M, J �, d It is the landscape contractor's responsibility to make every reasonable effort to find the material N C N PI), specified by the architect. The landscape contractor may offer substitutions to the landscape 3 C) L0 0 o 0 architect for his/her consideration. The landscape contractor will notify the landscape architect if a 0 F- U. there are known diseases or insect resistant species that can be substituted for a selected N pest -prone plant. The contractor shall submit a base bid as per plan plus price clarifications for all o recommended substitutions. L SUBSTITUTIONS: POST -BID = + It is the intent to eliminate post -bid substitutions. However, in the event that the contract material c ui has become unavailable, an appropriate substitution must be approved by the owner's representative. O ♦, v UTILITIES AND UNDERGROUND FEATURES c,a C' a L> 1 �.■+ The landscape contract shall notify utility companies and/or the general contractor in advance of construction to locate utilities. A. If there is a conflict with the utilities and the planting, the landscape architect shall be responsible for relocating plants prior to the planting process. Any cost due to relocating after planting shall be borne by the owner. DRAINAGE If plants are to be installed in areas that show obvious poor drainage, and the plants are inappropriate for that condition, the landscape contractor shall be relocated, the contract shall be adjusted to allow for drainage correction at a negotiated cost, or the plant selelction modified by the landscape architect to accommodate the poor drainage situation. A. The standard warranty is for a one (1) year period, excluding bulbs, sod and annuals, commencing on the date of initial acceptance. Al plants shall be aliive and in satisfactory growth at the end of the guarantee period. B. Balled and Burlapped (B&B). 1. Balled and burlapped plants shall be dug with firm root balls free of noxious weeds. There should be no excess soil on top of the root ball air around the trunk. 2. Ball size shall be in accordance with ANLA Standards. 3. Caliper and Height Measurements: In size grading B&B single -trunk trees, caliper shall take precedence over height. Caliper of the trunk shall be taken 6" Above the ground level (up to including 4" caliper size) and 12" above the ground level of larger trees. For multiple -trunk tress, Height measurement shall take precedence over caliper. C. Container -Grown Stock 1. The size of container -grown shrubs is measured by height and wiidth of plant. Container -grown trees are measured by the same standards listed in B.3 above. The root system of container -grown plants shall be well-developedl and well - distributed throughout the container. 2. All container -grown trees and shrubs that have circling and matted roots shall be treated in the following manner prior to planting: using a knife or sharp Blade, make 4-5 cuts, 1" deep, the length of the root ball, to cut all ciircling roots. See Planting Procedures For All Container -Grown Trees & Shrubs i)n this section. 3. All container -grown plants should be grouped and watered daily until they are planted in the landscape, the soil shall be kept moist with the equivalent of one inch of rainfall per week. A. Pruning shall be done before planting or during the planting operation. Pruning Detail for Trees in this section. B. All plant material in transit shall be covered to keep material from drying out. The covering shall comply with state and local laws pertaining to the transport of materials. C. Trees shall be placed in an upright position with the rootball covered by mulch and kept moist. Trees and shrubs should not be left on site unplanted for more than 24 hours without adequate water to insure roots survival. INSPECTION A. Plants may be subject to inspection and approval by the owner or owner'S representative at the place of growth or holding yard for conformity to specification requirements as to quality, size and variety. B. Plants damaged in handling or transportation can be rejected by the owner or owner's representative. C. State nursery inspection certificates shall be furnished to the landscape architect upon request. PLANTING PROCEDURES FOR ALL CONTAINER -GROWN TREES & SHRUBS A. Remove the plant either by cutting or inverting the container. B. For untreated plastic container grown plants with circling roots, use a sharp knife to make 1" cuts the length of the rootball. C. Plant shrub to tree a minimum of 1 /8 of the height of the rootball above existing grade. D. Apply a 2 to 3" thick layer of approved mulch. Keep mulch 6" away from the trunk of all trees and shrubs. E. Plants grown in root containment bags must have the bags removed during the planting operation. No additional slashing of the rootball is necessary. W Q 0 O Z Z Z ag W� U Z W H p 2 Z 0 w J H F- X MO W J 9� _ Z w �O W Q W W V B Z � U Q v w O X IZ Z 0 w a 0 N O 1n to >N LL- W 0 W j v W HWw W 00 U) 0 Z Z 0 H (V v U Q (n Q O c U LLJ Z Z Y `t W LLI o U EO a mm �� ♦'I •;- M U rZ 0 o' 0 a I Z a N 0 0 0 N ,-a M r\I 3 0 0 0 rn v a L Q1 W 0 Lt rn n 0 a� 'o a O n STOP.. 30" LEGEND, BORDER - WHITE (REFL.) BACKGROUND - RED (REFL.) STOP SIGN — DETAIL NOT TO SCALE STANDARD STOP BAR STOP LINES SHALL BE THERMOPLASTIC AND BE INSTALLED ACCORDING TO THE MUTCD 2003 EDITION SECTION 3B-16, PAGE 313-25. ES-11A EV. 2/01 102.02 EC-2 HIS END ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION Tx 1 PLAN C 8 - .. Z.4% BAR OR STEEL a I FABRIC REINFORCEMENT f, A T -- L I[ PAY LINE SECTION X-X -END SECTION DIMENSIONS SPAN X RISE A 1 8 C L E 23" X 14" 6" 2'-3" 3'•10" 6•-r' 7-8" 30" X 19" 9" 2'-11" 3'-2" 6'-1" 3'-6" 38" X 24" 10" 3'_e" 2'-G" 6'-2" 4'-0" 42" X 27" 12" 4'-6" r-a" 6'-2- 5'-0" 45" X 29" 13" 4'-Tr 3'-3" 8'-2" 54-V 53" X 34" 1&' 5'-3- 2'-11" 8'-2" 0'-0" 10 E PAY LINE SLOPE DETAIL END VIEW FLARED END -SECTION FOR 23" X 14" TO 53" X 3411 ELLIPTICAL CONCRETE PIPE CULVERTS VIRGNA DEPARTMENT OF TRANSPORTATION 12" MAX. 4=1 OR FLATTER 6" MAX. S EEP'ER THAN 4:1 t I t I CENTER ROW MAY BE ELIMINATED WHEN SLOPE I IS LESS THAN 4=1 I t I t 1 I t 1 I I i I I 1 I t t t I 1 t I t 1 t is 1 i I 1 1 t I I it I i 1 t i I I I t 1 V t i 1 t I t i i t t _VARIABLE_ I _VARIABLE_ I JUNCTION SLOT +I CHECK SLOT ~ EDGE AND END JOINTS TO �\ TERMINAL FOLD BE OVERLAPPED 2" MINIMUM. LAP JOINT t/- 2" MIN. COMBINE THIRD ROW OF STAPLES FROM EACH STRIP IN LAP WITH ALTERNATE SPACING_ 9" MAX. TAMP SOIL FIRMLY ANCHOR SLOT TAMP SOIL FIRMLY CONCRETE TO IE 4000 PSI IMAUW SfiC�'1CATg1N REFERENCE; ANCHOR SLOT TAMP SOIL FIRMLY/ r TERMINAL FOLD • -�i I I; (t r-( TAMP SOIL FIRMLY CHECK SLOT TAMP SOIL FIRMLY JUNCTION SLOT Notes: 1. APPROXIMATE 200 STAPLES REQUIRED PER 4' X 225' ROLL. 2. ANCHOR SLOTS, JUNCTION SLOTS AND CHECK SLOTS TO BE BURIED 6" TO 12" AND VARIABLE. 3. MAX. SPACING C-C CHECK SLOTS 100'SLOPE 4% OR LESS 50'SLOPE STEEPER THAN 4%, 4.STAPLES FORMED FROM NO.8 STEEL PLAN VIEW WIRE 8" STAPLE MINIMUM LENGTH SOIL RETENTION MAST STAPLING DIAGRAM JUTE MESH FOR SANDY SOIL 6" STAPLE MINIMUM LENGTH FOR OTHER 501L. GENERAL NOTES: 1. BASIS OF PAYMENT TO BE SQUARE YARDS OF PROTECTIVE COVERING COMPLETE IN PLACE. 3, JUTE MESH OR SOIL RETENTION MAT IN ACCORDANCE WITH THE SPECIFICATIONS PROTECTIVE COVERING IS TO BE LOCATED AS INDICATED ON THE PLANS IN ACCORDANCE MAY BE USED AT THE OPTION OF THE CONTRACTOR. WITH THE DIMENSIONS SPECIFIED ON TYPICAL SECTION. 4. WIDTH OF MATERIAL MAY VARY FROM MINIMUM DIMENSION BY INCREMENTS OF 2iT-TOP" STAPLES OR OTHER MANUFACTURER'S DESIGN APPROVED BY THE ENGINEER MAY 4 OR 5 FEET. BE SUBSTITUTED FOR THE STAPLES SHOWN. 5.FOR SOURCES OF APPROVED MATERIAL SEE VDOT'S APPROVED PRODUCTS LIST FOR ST'D. EC-2 MATERIAL. SPECIFICATION PROTECTIVE COVERING INSTALLATION CRITERIA REFERENCE 244 114.02 VIRGINIA DEPARTMENT OF TRANSPORTATION 606 JUNCTION SLOT I" TO 2" 6" L NO. 11 MIN. GAGE WIRE 1" TO 2" w 1 N i AV �\?_ J cf)(4, T . -Y O —1 Z 0 Z W tYO tY O_WQ (p F (nOO O (nWC7N H0wOw �U)Q Wv w�aL�o U O O OWWOih C_ w J F- W a z 0 W w O d cf) U U) Ld Z 0 U) w 0 v rn r i O O d N O .— O:� Q CO CD a) > rn rn '- C' I c O O 0 0 � � � U H IL O � N = Iri � LL W Q O c Y ' w 0 _j w F_W 00 Q � U) O p z o 0 Q (n Q u U U O �w O z y zr. Q Ld J